(navigation image)
Home American Libraries | Canadian Libraries | Universal Library | Community Texts | Project Gutenberg | Children's Library | Biodiversity Heritage Library | Additional Collections
Search: Advanced Search
Anonymous User (login or join us)
Upload
See other formats

Full text of "Annual report of the Public Works Department, for the year .."

r€ 



oN' 



? \d$6.6.^2> 




ANNUAL REPORT ■ 



PUBLIC WORKS DEPARTMENT 



YEAR 1919 



-'•■ : x£0™^iL- '■ 



Compliments of 

Thomas F. Sullivan, 

Commissioner of Public Works 
PLEASE EXCHANGE 



rKHNlllNU Ut^AKlMblNl 
1920 



ANNUAL REPORT ' 



PUBLIC WORKS DEPARTMENT 



YEAR 1919 




CITY OF BOSTON 

PRINTING DEPARTMENT 

1920 



tvrtf^ 






■. i; .■.■;• 



0\\fr 



CONTENTS. 



Part I. 



BEPOBT OF THE COMMISSIONER 
OF PUBLIC WORKS. 



Appropriations 5 

Appropriations, special 6 

Contracts: 
Artificial stone sidewalks, 

rebate 29 

Artificial stone sidewalks, 

edgestones, etc 30 

Ashes 49 

Asphalt pavement 31 

Bitulithic pavement 38 

Bituminous macadam 44 

Bridge work 25 

Catch-basins, cleaning 

same 52 

Electric lighting 27 

Ferry work 26 

Gas, furnishing same 27 

Gas, lighting streets with 

same 27 

Granite block pavement . . 45 

Hired teams 24 

In force, made in previous 

years, Sanitary Service, 50 

Macadam, bituminous 44 

Miscellaneous, Paving 

Service 48 

Miscellaneous, Sanitary 

Service 50 

Miscellaneous, Street 

Cleaning Service 52 

Miscellaneous, Water 

Service 63 



Contracts: 

Offal 49 

Paving and regulating .... 45 

Sewerage works 53 

Sheet asphalt pavement. . 31 

Snow and ice 47 

Topeka pavement 40 

Water pipes, laying 59 

Water pipes, relaying 62 

Watering carts 51 

Wood block pavement 44 

Employees 84 

Expenditures 20 

Expenditures, by items, seg- 
regated budget 10 

Financial statement 20 

General review 2 

Maintenance, comparative 

table 21 

Organization 1 

Pavements, area of 65 

Pavements, changes in 68 

Pavements, length of 66 

Pavements, miles of 67 

Property, personal 68 

Property, real 72 

Rainfall 64 

Revenue 22 

Snowfall 64 

Street mileage 67 

Work for next year contem- 
plated 4 



IV 



Contents 



Part II. — Appendix A. 



Administration expenses, Central Office . 



PAGE 

91 



Appendix B. 



REPORT OF THE DIVISION ENGINEER OF THE 
BRIDGE AND FERRY DIVISION. 

(Bridge Service.) 
(Page 92.) 



Appropriations, special 106 

Appropriations, special, sum- 
mary of 106 

Bridges, work done on: 
Belgrade Avenue Bridge, 
over New York, New 
Haven & Hartford Rail- 
road, West Roxbury — 94 
Boylston Street Bridge, 
over Boston & Albany 

Railroad 96 

Broadway, over New 
York, New Haven & 

Hartford Railroad 96 

Broadway Bridge, over 
Boston & Albany Rail- 
road 97 

Brookline Avenue, over 
Boston & Albany Rail- 
road 97 

Charlestown Bridge Draw, 99 

Chelsea North 99 

Columbia Road Bridge, 
over New York, New 
Haven & Hartford Rail- 
road 100 

Commonwealth Avenue 
Bridge, over Boston & 
Albany Railroad at Cot- 
tage Farm 101 



Bridges, work done on : 

Dorchester Avenue 101 

Everett Street Bridge, 
over Boston & Albany 
Railroad, near Allston 

Station 101 

Neptune Road Bridge, 
over the Boston, Revere 
Beach & Lynn Railroad, 

East Boston 102 

Norfolk Street Bridge, 
over New York, New 
Haven & Hartford Rail- 
road 102 

Northern avenue 103 

Warren 103 

City base, elevations and 

datum 124 

Drawtenders' report 123 

Elevations, city base 124 

Expenditures 110 

Expenditures, special appro- 
priations 110 

Expenditures, special appro- 
priations, summary of 112 

Financial statement 106 

List of Bridges: 

In charge of Bridge and 
Ferry Division, Bridge 
Service 114 



Contents. 



List of Bridges : page 

In charge of Bridge and 
Ferry Division and Park 
and Recreation Depart- 
ment 115 

In charge of Park and 

Recreation Department, 115 

Maintained by Metropoli- 
tan Park Commission ... 118 

M aintained by railroad 

corporations 118 

Maintained by United 

States Government 120 

Of which Boston main- 
tains the part within its 
limits 116 



List of Bridges: 

Of which Boston main- 
tains the wearing sur- 
face 117 

Of which Boston pays a 
part of the cost of main- 
taining 116 

Recapitulation of bridges.. . . 120 

Repairs on bridges 109 

Tides, highest and lowest 

recorded 125 

Width of bridge openings 121 

Work done 94 



(Ferry Service.) 
(Page 126.) 



126 



131 



129 



Appropriations 

Appropriations, amount paid 
from 

Appropriations, comparison 
of (five years) 

Appropriations, special 132 

Balance sheet 127 

Comparative balance sheet 

(five years) 12S 

Comparison of appropria- 
tions, receipts and ex- 
penditures (five years) . . . 

Difference in travel between 
ferries 



129 



133 



PAGE 

Expenditures 126 

Expenditures, comparison of 

(five years) 129 

Expenditures and receipts 

since 1858 131 

Ferryboats 126 

Financial statements 126 

Receipts at each ferry 132 

Receipts, comparison of (five 

years) 129 

Ticket statement 133 

Total travel on both ferries 

(six years) 134 

Work done 104 



Appendix C. 



REPORT OF THE DIVISION ENGINEER OF THE 
HIGHWAY DIVISION. 



General Review. 
(Page 136.) 



VI 



Contents. 



(Lighting Service.) 
(Page 139.) 



Arc lamps, total cost per 

lamp per annum 146 

Defects 141 

Electric lights, number and 

kind of 141 

Electric lights, cost of 145 

Expenditures 139 

Financial statement 139 

Gas lamps, number and 

kind of 141 

Gas lamps, total cost per 

lamp per annum 144 



Incandescent lamps, total 

cost per lamp per annum, 147 
Lamps, number of, installed 

during year 141 

Lamps, discontinued 141 

Lamps, repaired and altered, 142 
Number and style of lamps, 

January 1, 1919 143 

Outages on street lamps. ... 143 

Rebates 143 

Repairs 1 42 

Revenue. . , 140 

Work done 136 



(Paving Service.) 
(Page 148.) 



PAGE 

Artificial stone sidewalks. . . 176 
Asphalt, cost of patching 
(ten years) : 

Acme.. 602 

Sicilian rock 597 

Seyssel rock 601 

Sheet asphalt 587 

Summary of 603 

Assessment streets, work 

done on 165 

Bitulithic pavement: 

Cost of patching (ten 

years) 604 

Summary of 606 

Brick sidewalks, new, by 

districts 330 

Dirt and street cleanings 

removed 331 

Edgestones, new, by districts, 330 

Electric light poles 335 

Expenditures (summary and 
detail) : 

Belgrade avenue and 
Beech street 186, 193 

Chelsea street, widening 186, 272 



Expenditures (summary and 
detail) : 
Granolithic sidewalks. . . 185, 194 
Highways, making of . . . . 185, 262 
Hyde Park avenue, widen- 
ing 186,194 

Norfolk street, widening, 186, 294 

Paving Service 185 

Reconstructing and repair- 
ing streets by contract, 185, 204 
Street improvements. . . .185, 257 
Expenditures, objects of. . 187 
Expenditures, detail of . . . 188 

Financial statement 185 

General review 136 

Granite blocks, streets paved 
with, having a mainte- 
nance guaranty 449 

Income 186 

Macadam streets, mainte- 
nance of 329 

Notices 335 

Permits 334 

Permits, revenue from 335 

Plans for proposed work .... 336 



Contents. 



vii 



PAGE 

Revenue 186 

Roadway defects 335 

Sidewalk defects 335 

Smooth pavements, area of, 448 
Smooth pavements, expira- 
tion of guaranty 337 

Snow and ice removed by 

contract 332 

Snow and ice removed by 

districts by day labor. . . . 332 
Snow, summary of volume 

and cost of 333 

Street numbering 336 

Street openings 334 

Streets : 

Paved with asphalt on 

concrete base 165 

Paved with asphalt on 

macadam base 155 

Paved with granite blocks 

on concrete base 14S 

Paved with granite blocks, 

maintenance of 449 

Paved with bitulithic .... 158 
Paved with wood block . . . 163 

Paved with Topeka 160 

Paved with bituminous 

macadam 164 

With smooth pavement, 

expiration of guaranty, 337 
With smooth pavement, 

summary of 448 

Work done 148 

By contract, summary of, ISO 



Work done : 

By day labor, summary of, 184 

By department force, de- 
tail of (between pages 
312,313): 

Charged to maintenance. . 313 

Charged to Belgrade ave- 
nue, and Beech street, 
recapitulation of 317 

Charged to Chelsea street, 
widening, recapitulation 
of 317 

Charged to granolithic 
sidewalks, recapitula- 
tion of 317 

Charged to highways, 
making of, recapitula- 
tion of . . 324 

Charged to Hyde Park 
avenue, widening, re- 
capitulation of 317 

Charged to Norfolk street, 
widening, recapitulation 
of 317 

Charged to reconstructing 
and repairing streets by 
contract, recapitulation 
Of 318 

Charged to maintenance 

appropriation 192 

Charged to street im- 
provements, appropria- 
tion, recapitulation of, 321 

Charged to special appro- 
priations, recapitulation 
of 317 



Appendix D. 



REPORT OF THE DIVISION ENGINEER OF THE 
SEWER AND SANITARY DIVISION. 

(Sewer Service.) 

(Page 463.) 



Catch-basins built, charged 

to sewerage works 492 

Catch-basins built, charged' 
to other sewer construc- 
tion 497,499 



Catch-basins, cleaned by 

contract 479 

Coal contracts, pumping 
station (Supply Depart- 
ment) 478 



Vlll 



Contents. 



Executions of court Qn ac- 
count of land-takings .... 488 

Expenditures: 

Maintenance 470 

Maintenance, detail of . . . . 473 
Maintenance, detail of, 

recapitulation of 477 

Separate systems of drain- 
age 500 

Separate systems of drain- 
age, detail of 501 

Sewerage works, detail of. . 480 
Sewerage works, loan. ... 481 

Financial statement 469 

Horses, cost of maintaining . . 501 

Land-takings, executions of 

court 488 

Manholes built charged to 

sewerage works 489 

Miles of sewers, February 1, 

1919 502 

Pumping sewage, average 
cost per million foot gallons , 504 

Pumping station, Calf Past- 
ure, work done 487 



Pumping stations, equipment 
of 503 

Pumps, Calf Pasture, aver- 
age lift and duty 505 

Refuse, removing same from 

gate house 506 

Schedule of sewers built to 

date 502 

Sewers built by contract, 
force account (between 
pages 480, 481). 

Sewers built by day labor, 
force account (between 
pages 480, 481). 

Sewers built, charged to 

sewerage works 481 

Summary of sewer construc- 
tion (twelve months) .... 501 

Summary of sewer construc- 
tion (five years) 502 

Sludge account 505 

Work done 463 

Work in charge of division . . . 467 



(Sanitary Service.) 
(Page 507.) 



PAGE 

Appropriations 507 

Ashes, collected by contract, 

number of loads 515 

Carts, capacity of 514 

Carts, number of 519 

Districts, map of 520 

Expenditures, items of 509 

Financial statement 507 

Force employed on house 

dirt and ashes 513 

Force employed on house 

offal 513 

Force employed on waste and 

rubbish 513 

Horseshoeing 511 

Income 507 

Maintenance 507 



Materials: 

Amount expended on offal, 
ashes and rubbish by 
districts 512 

Ashes and house dirt re- 
moved (five years) 513 

Collected by districts. . . . 516 

Cost of collecting and dis- 
posing of refuse by con- 
tract 518 

Cost of collecting and dis- 
posing of refuse by day 
labor (between pages 
518, 519). 

Final disposition of 517 

Garbage removed (5 years), 514 



Contents. 



IX 



Materials: 

Number of loads collected 
from February 1, 1915, 
to January 31, 1920 514 

Offal collected by con- 
tract, number of loads . . 515 

Waste and rubbish re- 
moved (five years) .... 514 



PAGE 

Refuse collected, detail of 
(between pages 518-519). 

Revenue „. . . . 507 

Sanitary districts 520 

Shops 510 

Weight of materials 516 

Work done 465 

Work done for other services, 50 8 



(Street Cleaning and Oiling Service.) 
(Page 521.) 



PAGE 

Automobiles, detail of cost. . 531 
Cost of watering streets by 

districts 529 

Expenditures, distribution of, 525 

Expenditures, items of 521 

Financial statement 521 

Flushing streets 526 

Horses, cost of maintenance, 527 

Horses, distribution of 525 

Macadam streets, cost of 

oiling 528 

Oil purchased, number of 

gallons and cost of 530 



Snow removed, cost of. 



PAGE 

526 



Streets : 

Area watered and cost per 

square yard 529 

Cleaned, total cost of (be- 
tween pages 526, 527). 
Swept by machines (be- 
tween pages 526, 527). 
Treated with oil, cost of . . 528 

Water, amount used 529 

Watered, cost by districts, 529 
Work done 645 



Appendix E. 



REPORT OF THE DIVISION ENGINEER OF THE 
WATER DIVISION. 



(Water Service.) 
(Page 532.) 



PAGE 

544 



Abatements 

Automobiles, cost of opera- 
ting 542 

Construction, cost of 540 



PAGE 

Consumption of water 580 

Distribution of mains and 

services 580 

Elevators 544 



X 



Contents. 



PAGE 

Expenditures 535 

Expenditures, detail of 538 

Expenditures, comparison of, 539 

Financial statement 535 

Fire pipes 544 

Fountain repairs 561 

Fountains established and 

abandoned 562 

Fountains, number of 555 

Hydrants, blow-off and reser- 
voir pipes 552 

Hydrant repairs 557 

Hydrants, total number of, 

January 31, 1920 553 

Hydrants, total number and 
kind of, established and 

abandoned 557 

Income branch 544 

Main pipe, cost of extension, 570 

Main pipe, cost of replacing, 575 

Main pipe, cost of relocating, 574 
Main pipe line and valves in 

same 551 

Main pipe work, mainte- 
nance of 556 

Meter branch 545 

Meter repairs 565 

Meters : 

Applied 549 

Changed 548 

Changes, reasons for 549 

Condemned 547 

In service, January 31, 

1920 546 

Installed 545 

On hand January 31, 1920, 545 

Purchased 546 

Repaired 547 

Set 545 



PAGE 

Motors 544 

Receipts 535 

Receipts, comparison of ... . 544 

Revenue 535 

Service pipes: 

Abandoned and plugged . . 559 

Cost of laying 559 

Cost of laying, detail of . . 560 

Laid and abandoned 558 

Maintenance of 561 

Repairs, cost of 561 

Service pipes: 

Total number and length 

of 554 

Shops, work done in: 

Blacksmith 567 

Carpenter 568 

Machine 566 

Plumbing 569 

Miscellaneous 569 

Water: 

Average monthly heights 
at different stations (be- 
tween pages 580-581) . 

Debt 540 

Sinking fund 540 

Water pipes, total length of, 551 
Water posts, established and 

abandoned 563 

Water post, repairs 564 

Water rates, comparative 

statement 544 

Water, consumption of 580 

Water, turning off and on . . . 544 

Waste, prevention of 550 

Work done 532 

Work done, detail of 544 



(High Pressure Fire Service.) 
(Page 581.) 



Expenditures 581 

Financial statement 581 



Work done. 



PAGE 

581 



Contents. xi 

Appendix F. 



REPORT OF THE BOSTON AND CAMBRIDGE 
BRIDGE COMMISSION. 



(Page 582.) 



Bridges in charge of com- 
mission 582 

Draw openings 586 



Drawtenders' report 585 

Expenditures 584 

Work done 582 



DOCUMENT NUMBERS OF ANNUAL REPORTS. 

(Page 607.) 




Gommissionerof Public Wows 



AND OFFICE FORCE 



BRIDGE rnd /£££Y E)/V/S/ON 
D/U/5/0N £a/g/neer 




AND 

Office Force 



ENGINEER 

OF 

Construction 



EN6MER/N6EORGE 
Construct/ on 



/atspectors 



CoiVTRACT 

Work 



Bridge Service 

Supervisor 



DrawTeNDERS 
Am ASSISTANTS 
SoSTCnSrIDSCS 



Mechanics 

Y/MDAmSTABU 

Forces 



SoSTONAm CAMBRID6E Bridges 

Draw Tenders 
,« Assistants 



DESIGNING ENGINEER 

£NGIN££R of 
Special Work 



Engineering Force 
Dss?ga/ 



ferry s£rv/c£ 
General Foreman 



Cashier 



HORTNpERRr 
Toil MEN 



Mechanics 
maintenance 

Repair Force 



HIGHWAY D/V/S/O/V 

Division Engineer 

AND 

Office Force 



SoPERl/ISOR 

or Permits 
and Force 



ASSISTANT ENGINEER 
**o Fomcc 

Oe SIGNS ahaFst/MATES 



Paving Service 
Fmg/neer 
Charge 



SEW£F? MO SfW/TFtRY 
D/V/S/O/V 

E)/ws/ON £/vg/N££R 



Engineer in Ohnfgf 

Sewer sSEPl//G£ 
ano Office Force 



District 
Foremen Am Forces 

Maintenance 



Construction 
Engineering Fqace 



Chief /nspector 
and Force 



Contract Worm 



District 

Engineers 

Engineering Forces 



District 

Foremen amForces 



General 
Foreman 



/tispectors 



Water D/u/s/on 

/i/U/S/O/V £/VG/N££F! 

AND 

Office Force 



Supervisor 

•Sanitary and 

Street Cleaning 



£ai6in£ER m Charge 
NicHPnESiuRiFmSmyictX 



I General 
Foreman 



Contract 
Work 



Street O/ling 

Districts 

Under Inspectors 



Street Cleaning 
Districts 

Under Foremen AAilHsncrars 



Distribution 
Superintendent 

Am Office Force 



•SANITARY 
D/STPIC TS 

Una Foremen Am/NSREcrops 



Gate aucMydaant 
Inspection 



Sanitary 
0/stricts 
Contract Won* 
Uaoer Inspectors 



Machine 
Shop 



Chief Draughtsman 
mtDRAUGNTiNG Force 



Pumping Stations 

SuPLRINTENDENIaaiFoRCES 



\D/STRICT Yards I 
I Foremen and Forces\ 

\/aVSP£CTORS I 



District 
Engineer 



Contract 
work 



Assistant Engineer 

lNC/mU0tGASTtll6S 

an Special Work 



Income 
Superintendent 
/n Charge oa 
Income Branca 



Revenue 
Inspection 



-\ Met er Branch \ 

i 
Waste Inspection] 



Physical Record 

POFtCE 



Organ/zat/on 
Public Works Department 

/9/9 



ANNUAL REPORT 



PUBLIC WORKS DEPARTMENT 



YEAR ENDING JANUARY 31, 1920. 



Boston, February 1, 1920. 

Hon. Andrew J. Peters, 

Mayor of the City of Boston: 

Sir, — In compliance with Revised Ordinances the 
annual report of the operations and expenses of the 
Public Works Department for the year ending January 
31, 1920, is respectfully submitted. The Public Works 
Department, created by Ordinances 1910, chapter 9, 
now chapter 28 of the Revised Ordinances of 1914, was 
formed by consolidating the Engineering, Water and 
Street Departments. 

Organization. 

The department is composed of five main divisions, 
viz.: 

Central Office. — The Central Office is composed of 
the accounting force of the entire department under the 
charge of the secretary and chief clerk. 

Bridge and Ferry Division. — This division, under a 
division engineer, has the charge and care of all bridges 
used as highways which are in whole, or in part, under 



2 City Document No. 26. 

the control of the city; the care and management of the 
ferries owned by the city, including boats, slips, drops 
and buildings. 

Note. — The Boston and Cambridge Division, so 
called, is not strictly speaking a division of the Public 
Works Department, as this work is in charge of a com- 
mission of two, one member appointed by the Mayor of 
Boston and the other by the Mayor of Cambridge, 
under the provisions of chapter 412 of the Acts of 1904; 
but because of the fact that the present Commissioner 
of Public Works is the Boston member of this commis- 
sion and also because one half of the expense of this 
commission is defrayed by the Bridge Service, it is in 
this report treated as a division of this department. 

Highway Division. — This division, under a division 
engineer, has the care of the construction, reconstruc- 
tion and maintenance of roadways and sidewalks; the 
care of lamps and the lighting of streets, parks and alleys. 

Sewer and Sanitary Division. — This division, under 
a division engineer, has charge of the construction of 
sewers, catch-basins and waterways; the collection of 
and removal of ashes, garbage, refuse and street cleaning. 

Water Division. — This division, under a division 
engineer, has the care of water pipes, installation of 
meters, water service, laying and relaying of water 
mains and the high pressure service. 

Review. 

The following is a brief summary of the chief accom- 
plishments of the Public Works Department during 
the year ending January 31, 1920: 

Brookline Avenue Bridge. — Work of providing new 
superstructure completed and the bridge opened to 
traffic. 

Broadway Bridge over the Boston & Albany Railroad. — 
Floor rebuilt to provide for the heaviest type of electric 
cars. 

Belgrade Avenue Extension Bridge {formerly Beech 
Street). — Rebuilt on widened lines providing for the 
operation of the largest type of electric cars. 

Harvard Bridge between Boston and Cambridge. — 
Repaving and reflooring completed. 

Norfolk Street Bridge. — The old bridge has been 
moved over to correspond with the newly widened 
street lines and the bridge widened. 



Public Works Department. 3 

Warren Avenue Bridge. — One half of the draw span 
strengthened for the operation of large cars. 

A new boiler has been installed in the ferryboat 
"Hugh O'Brien, " and the machinery thoroughly repaired 
and the boat placed in commission after being out of 
service for about a year. On the "John H. Sullivan" 
the alterations providing for a four-roadway boat, which 
will increase its teaming capacity over 50 per cent, are 
practically completed. A new pontoon has been built 
for the north drop of the North Ferry of the East Boston 
side, and extensive repairs have been made on the south 
drop of the South Ferry, East Boston side. A heating 
system has been installed at the South Ferry, Boston 
side, which will make a saving of about $2,000 a } r ear. 

During the year about eight and one third miles of 
sewerage works have been laid, and the construction 
of Faneuil Valley brook conduit in Brighton, from the 
outlet at the Charles river to the source at Chandler's 
pond, has been completed. 

New "White Way" lamps have been installed on 
Tremont street, between Common street and Arlington 
square, the total expense of which was paid by some of 
the abutters. 

The Street Cleaning Service has purchased a motor- 
driven sprinkler, sweeper and pick-up machine, which 
has proven very satisfactory. The area of streets 
cleaned by the use of motor-driven flushers has been 
greatly increased, due in part to the fact that the area 
of smooth pavement has been appreciably extended. 

In the districts where garbage and ashes are collected 
by contract a new form of contract was put in effect 
last February, whereby the contractor is paid on the 
basis of the number of cubic yards collected and deliv- 
ered at specified points, instead of the old lump sum 
form of contract. While it i,s a little more expensive, 
the results accomplished have practically eliminated 
complaints regarding noncollection. 

Forty-five thousand two hundred sixty-four linear 
feet of water main pipe have been laid and relaid 
throughout the city. This work has been done for the 
improvement of fire protection, the replacing of old 
and small mains with larger sizes in anticipation of 
street construction, for the extension of the high service 
for sprinkler and fire pipes, and, to a small extent, 
extending the existing system on account of new build- 
ing construction. The most important of this work 



4 City Document No. 26. 

was the replacing of a worn out 6-inch main in Main 
street, Charlestown, with a 12-inch main. In the 
Jamaica Plain district, in the section bounded by 
Mozart street, Chestnut avenue, Spring Park avenue, 
Rockland street, Green street, Alford street and 
Seaverns avenue, a 16-inch main has been laid, replac- 
ing small pipes. A notable and much needed improve- 
ment has been made in the supply to the West Depart- 
ment of the Boston City Hospital which is being used 
by the United States Government as a hospital. The 
single supply in Spring street to this property was 
reinforced by a second pipe which insures a reasonable 
continuity of service and efficient fire supply About 
18,000 feet of old water mains have been cleaned in 
Hyde Park. Three thousand three hundred linear feet 
of 12-inch flexible pipe has been laid between Moon 
and Long Islands, affording a second supply for the 
harbor service from the main line, and extensive repairs 
have been made to the 6-inch flexible pipe between 
Long and Spectacle Islands. Approximately 8,200 feet 
of high pressure pipe has been laid and twenty-nine 
hydrants installed in the extension of the High Pressure 
Fire Service system. 

Approximately 250,000 square yards of sheet asphalt, 
bitulithic and Topeka pavements and 18,000 square 
yards of wood block pavement have been laid during 
the year. Approximately 200,000 square yards of 
granite block pavements have been laid during the year, 
more than one half of which was laid on a concrete base. 
About 200,000 square feet of artificial stone sidewalks 
have been laid during the year. 

Contemplated Work for Next Year. 

In the Water Service it is proposed to lay a 36-inch 
high service pipe from a point near the corner of Prince 
and Perkins streets, Jamaica Plain, to the present 
36-inch high service pipe in South Huntington avenue, 
which will provide an adequate high service supply for 
the city in the event of an accident to the 48-inch high 
service line extending from Fisher Hill Reservoir through 
Brookline to South Huntington avenue; also the exten- 
sion northerly through the city proper of the 30-inch 
high service main which now terminates on Kneeland 
street and Atlantic avenue. 

In the Lighting Service, at the request of the Fire 



Public Works Department. 5 

Commissioner, it is proposed to install a number of 
additional red lights on fire alarm boxes during the 
coming year. 

In the day labor districts of the Sanitary Service we 
must have a substantial increase in the number of men 
and animals if the residents of those districts are to 
receive regular collections. 

It is proposed to build a new sea wall along the pro- 
perty of the Public Works and Hospital Departments 
in the Roxbury Canal, the present structure having 
partially collapsed and is in danger of blocking naviga- 
tion. 

It is also proposed to provide an additional berth for 
a dumping scow, in connection with the rebuilding of 
the sea wall on Albany street. This is absolutely 
necessary on account of the growing scarcity of inland 
dumps. 

One new ferryboat must be provided next year, and 
extensive repairs made to the drops, landings and piers 
of the ferries. 

In the Bridge Service it is proposed to strengthen the 
remainder of the draw span on Warren Bridge to provide 
for diversion of cars to and from Charlestown in the 
event of trouble on the Charlestown Bridge. Con- 
struction should start on the permanent Chelsea Street 
Bridge, and the present Ashland Street Bridge will have 
to be entirely rebuilt. 

In the Sewer Service during the coming year it is 
proposed to extend the covered channel of Stony Brook 
for a distance of about 900 feet, and also to rebuild the 
existing Muddy River conduit under Brookline avenue, 
which must be done first in order to permit the con- 
struction of new tracks to connect with the Boylston 
Street Subway at Kenmore square. 

In the Paving Service we hope to continue the program 
of installing permanent paving in the radial highways, 
as well as improving the heavy traffic streets in the city 
proper. 

Appropriations. 

The money assigned for the work of the Public Works 
Department during the year February 1, 1919, to January 
31, 1920, was made available from the following sources: 

First. — Maintenance appropriation, derived from the 
income of the city raised by taxation. In December, 



G 



City Document No. 26. 



1918, the department estimates of the money necessary 
for the proper maintenance and conduct of affairs of the 
different serivces were submitted to the Mayor. The 
estimates were made in segregated form to the Mayor 
who made such allowance for each item in the budget as 
he considered necessary and submitted them to the 
City Council. The total maintenance appropriations 
as passed by the City Council and approved by the 
Mayor are shown below. On another page will be found 
the total expenditures by each service for each item in 
the segregated budget: 



Central Office . 

Bridge Service . 

Ferry Service 

Lighting Service 

Paving Service 

Sewer and Sanitary Division 
Street Cleaning and Oiling Service 
Sewer Service .... 

Water Division .... 



Total 



$86,050 08 

392,231 45 

424,248 94 

715,892 06 

1,154,341 44 

1,145,449 36 

865,852 38 

472,543 82 

1,162,222 48 

56,416,832 01 



Boston and Cambridge Bridges.* 



Second. — Loan inside the debt limit for building new 
streets assessable on abutting property authorized by 
chapter 393 of the Acts of 1916. (Paving Service.) 



Amount expended during the year 



$449,280 84 



Third. — Loan inside the debt limit under the pro- 
visions of chapter 426 of the Acts of 1897, as amended 
by chapter 204 of the Acts of 1908, from which all sewer- 
age works are now built. (Sewerage Works — Sewer 
Service.) 



Balance February 1, 1919 
Loan 

Total 

Expended during the year 

Balance January 31, 1920 



$161,967 57 
1,000,000 00 

11, 161,967 57 
818,306 36 



,661 21 



* Paid by Bridge Service and included in that appropriation. 



Public Works Department. 7 

Fourth. — Unexpended balance of loan under the pro- 
visions of chapter 383 of the Acts of 1903, as amended 
by chapter 485 of the Acts of 1907, by chapter 514 of the 
Acts of 1908, by chapter 612 of the Acts of 1911, and by 
chapter 348 of the Acts of 1912, which provided that the 
City of Boston shall in the year 1913 expend $400,000 
and in each of the next four years shall expend $400,000, 
to be met by loan inside the debt limit. (Separate 
Systems of Drainage — Sewer Service.) 

Balance February 1, 1919 $1,276 32 

Expended during the year 1,262 10 



Balance January 31, 1920 



$14 22 



Fifth. — Unexpended balance of loan, inside the debt 
limit, under the provision of chapter 312 of the Acts of 
1911, for the installation of a High Pressure Fire Service. 
(Water Division.) 

Balance February 1, 1919 

Expended during the year .... 



Balance January 31, 1920 



$179,700 24 
*101,178 18 

$78,522 06 



Special Appropriations. 
Loan inside the debt limit under the provisions of 
chapter 661, Acts of 1912, tor the widening and laying 
out of certain streets in Boston. (Paving Service.) 

Expended during the year on: 

Belgrade avenue extension and Beech street 

widening $55,092 66 

"("Chelsea street, Charlestown, widening . . 1,360 89 

Hyde Park avenue, widening .... 1,545 53 

fNorfolk street, Dorchester, widening . . 594 43 



Total 

Bridges, Repairs, Etc 
Balance, February 1, 1919. . 
Appropriations from taxes 
Revenue 

Total 

Expended during the year 

Balance January 31, 1920 



,593 51 



(Bridge Service.) 

$228,019 25 
54,500 00 
13,994 58 



,513 83 
141,258 61 

$155,255 22 



* Total expended to January 31, 1920, $921,477.94. 
t See, also, Highways, Making of, detail. 



8 City Document No. 26. 

Brookline Avenue Bridge. (Bridge Service.) • 

Balance February 1, 1919 $12,502 31 

Expended during the year 11,575 41 

Balance January 31, 1920 $926 90 

Chelsea Bridge South. (Bridge Service.) 

Balance February 1, 1919 $18,797 39 

Expended during the year 2,494 35 

Balance January 31, 1920 . . . $16,303 04 

Granite Avenue Bridge. (Appropriation from Taxes — 
Bridge Service.) 

Appropriation $2,333 49 

Expended during the year 1,979 11 



Balance January 31, 1920 


$354 38 


North Beacon Street Bridge. (Bridge 


Service.) 


Loan, October 22, 1919 

Transfers to 


$69,000 00 
545 15 


Total 

Expended during the year 


$69,545 15 
$69,545 15 


Ferryboats, Repairs, Etc. (Ferry 


Service.) 


Balance February 1, 1919 

Appropriation for taxes 

Transfer from Reserve Fund .... 


$27,280 67 
35,000 00 
15,000 00 


Total 

Expended during the year 


$77,280 67 
49,376 67 


Balance January 31, 1920 .... 


$27,904 00 


Granolithic Sidewalks. (Paving Service.) 


Balance February 1, 1919 

Appropriation from taxes 


$7,089 09 
25,000 00 


Total ' . 

Expended during the year 


$32,089 09 
28,404 93 


Balance January 31, 1920 .... 


$3,684 16 



Public Works Department. 9 

Reconstructing and Repairing Streets by Contract. 
(Paving Service.) 

Balance February 1, 1919 $1,043,767 47 

Appropriation from taxes 752,499 70 

Total $1,796,267 17 

Expended during the year 1,421,879 66 



Balance January 31, 1920 .... $374,387 51 

Street Improvements. (Paving Service.) 

Balance February 1, 1919 $26,209 81 

Appropriation from taxes 250,000 00 



Total $276,209 81 

Expended during the year 248,983 82 



Balance January 31, 1920 . . . . $27,225 99 

*Sea Wall, Etc., Roxbury Canal. (Bridge Service.) 

Loan issued $10,000 00 

Expended during the year 3,414 70 



Balance January 31, 1920 . . . $6,585 30 

Service Mains and Relaying Mains. (Water Service.) 

Balance February 1, 1919 . . . . . $3,487 83 

Expended during the year 3,487 83 

Strand way and Old Harbor Improvement. 



(Bridge Ser 

Balance February 1, 1919 
Transfer to ... 

Total 

Expended during the year 



vice 



,288 41 
249 54 



,537 95 

f 98,287 95 



Balance January 31, 1920 . . . $250 00 



* Loan authorized but not issued $330,000.00. 
t The cost of sewerage works on this work charged to the appropriation for Sewerage 
Works. Cost to January 31, 1920, $368,928.38. 



10 



City Document No. 26. 



Expenditures Under the Maintenance Appropriation of 

From February I, 1919, 



Group and Item. 



Central. 



Bridge. 



A. Personal Service as per Schedule A: 

1. Permanent employees 

2. Temporary employees 

3. Unassigned 

B. Service Other than Personal: 

1. Printing and binding 

2. Postage 

3. Advertising and posting 

4. Transportation of persons 

5. Cartage and freight 

6. Hire of teams and auto trucks 

7. Heat 

8. Light and power 

9. Lighting streets, alleys and parks. . 

10. Rent, taxes and water 

11. Insurance 

12. Premium on surety bond 

13. Communication 

14. Motor vehicle repairs and care 

15. Motorless vehicle repairs 

16. Care of horses 

17. Care of persons 

18. Cleaning 

19. Removal of ashes, dirt and garbage. 

20. Disposal of ashes, dirt and garbage. 

21. Removal of snow 

22. Medical 

23. Veterinary 

24. Blacksmith 

25. Examinations 

26. Protective and preventive 

27. Testing materials and supplies 

28. Expert and architect 

29. Stenographic, copying and indexing. 

30. Religious 

31. Extermination of insects 

32. Towing 



$75,206 96 



$265,909 68 
5,276 35 
5,172 20 



981 45 
194 09 



200 22 



6 00 

24 10 
520 02 



25 00 



133 08 

88 60 

574 34 

8 73 

123 99 



9,018 02 



158 86 



174 16 
1,442 46 



627 50 



17 65 



989 10 



36 00 



Public Works Department. 



11 



the Several Services bv Items of the Segregated Budget, 
to January 31, 1920. 



Lighting. 


Paving. 


Sanitary. 


Street 
Cleaning. 


Sewer. 


Water. 


Totals. 


$6,582 06 


$711,688 64 


$574,156 98 


$520,498 82 


$245,522 06 

534 00 

5,901 47 

121 05 

205 06 

30 90 

1,370 11 

81 18 

448 45 

156 86 

2,485 24 


$589,913 78 

10,447 12 

162 10 

598 61 

219 00 

3,917 01 

175 82 
499 55 

1,788 44 


$3,225,248 80 
16,115 81 




12,863 27 


11,382 24 

750 00 

125 98 

40 60 

46 70 

2 85 

115,547 99 


26,051 17 


75,957 97 




2,397 14 


25 00 


486 05 

45 45 

854 26 

40 32 

25,267 76 


166 20 

14 60 

81 18 

1,874 81 

101,098 34 


1,938 07 
490 05 


13 20 


7,136 76 
2,462 27 




247,116 46 




156 86 




1,318 52 


3,738 50 


42S 58 


23,623 69 


702,292 94 


702,292 94 


2,841 34 


1,020 00 


3,672 44 


714 00 


1,385 85 


9,792 49 








9 00 

1,502 54 

2,617 86 

464 28 


3 00 

700 29 

1,184 46 

1,660 22 






12 50 
1,497 91 
3,248 21 

94 07 


111 32 


10 00 
400 11 


657 66 
4,049 54 
8,031 30 


685 94 

1,305 33 

79 19 


5,487 98 
14,767 99 
10,494 97 




627 50 


















145 85 


108 90 

240,806 72 
138,652 49 


106 95 


63,212 79 
25 00 


30 20 


63,758 34 




240,842 22 




116 40 

16,923 45 

155 50 

283 00 

1,245 24 


669 50 


139,438 39 








16,923 45 




68 00 

403 27 

19 58 








279 00 




204 14 
6 44 


39 00 
337 63 


31 50 


960 91 




2,597 99 






























1,084 215 


1,120 26 










303 00 


328 00 
















































1,050 00 




1,260 00 













12 



City Document No. 26. 



Expenditures Under the Maintenance Appropriation of the 



Group and Item. 


Central. 


Bridge. 


Ferry. 


B. Service Other than Personal: 








34. Jurors 










$10 00 


$28 00 
20 00 






$15 00 








38. Burial 










96 39 


45,109 83 

9 25 

106 50 


56,326 49 


















C. Equipment: 








2. Machinery 








3. Electrical 








4. Motor vehicles 


592 78 


4,368 34 




5. Motorless vehicles 




6. Stable 








7. Furniture and fittings 




80 71 










9. Office 


315 00 






10. Library 






11. Marine 






271 32 


12. Medical, surgical, laboratory 








13. Tools and instruments 




746 81 


3,381 39 


14. Live stock 






15. Sanitary 








16. Wearing apparel 








17. General plant 




735 51 

1,410 38 

182 36 

3,615 42 


7 00 


D. Supplies: 

1. Office 


1,251 61 


922 98 


2. Food and ice 


54 90 


3. Fuel 




86,815 87 


4. Forage and animal 






5. Medical, surgical, laboratory 








6. Library 








7. Veterinary 








8. Laundry, cleaning, toilet 


1 32 


62 55 


704 27 






10. Agricultural 

















Public Works Department. 

Several Services by Items of the Segregated Budget. — Continued. 



13 



Lighting. 


Paving. 


Sanitary. 


Street 
Cleaning. 


Sewer. 


Water. 


Totals. 






























$20 00 


$563 00 
65 00 
16 00 


$24 00 


$564 00 


$105 86 
7 00 


$462 40 
10 00 
19 11 


$1,777 26 
117 00 








35 11 












4,536 15 


7,222 30 

328 80 

4,698 16 


960 56 


3,571 64 

15 76 

3,601 25 


15,123 78 

36 90 

174 05 

255 37 


20,180 51 

55 55 

1,071 70 

8,851 01 


153,127 65 
446 26 




2,980 20 


12,631 86 




9,106 38 














5,725 00 






6,060 72 




11,785 72 








143 69 
11,196 23 


143 69 


196 13 


3,250 96 


530 40 

1,860 00 

688 2.1 

8 00 


4,705 26 

2,828 01 

853 76 


2,892 43 

12 00 

361 64 


27,732 53 
4,700 01 




l k 094 73 
65 75 


33 87 
195 74 


3,032 21 




350 20 





















24 08 


339 08 










12 00 


12 00 












271 32 


















7,239 67 


1,685 89 


7,238 44 


1,062 54 


20,871 92 


42,226 66 






















472 81 
83 49 

5,828 49 

4S 98 

10,678 13 

27,293 15 


21 24 
6 50 

2,017 82 

40 83 

2,813 50 

46,978 57 


45 44 
1,114 70 

1,443 89 

32 22 

764 06 

54,523 28 


585 48 
2,359 68 

1,942 37 

95 60 

79,261 39 

3,757 20 

75 


ISO 75 
421 S3 

7,042 03 

4 45 

3,898 15 

8,896 32 


1,305 72 




4,728 71 


142 25 


22,001 82 
459 34 




231,879 81 




141,448 52 
75 
















204 7C 
313 71 


369 79 
34 03 


163 34 
115 13 




4 34 
105 38 


742 23 




222 47 


1,558 86 



































14 



City Document No. 26. 



Expenditures Under the Maintenance Appropriation of the 



Group and Item. 


Central. 


Bridge. 


Ferry. 


D. Supplies: 


$476 48 


$1,221 72 




12. Military 








1 60 


$133 45 


14. Marine 


















1,064 44 
182 26 


3,746 20 


E. Materials: 




33 66 












33,482 74 








16,165 38 










6. Water 




























487 83 
419 10 




10. Electrical 




651 09 


11. Marine 
















7 73 


131 23 


12 79 


F. Special Items: 




































6. Military 












5,561 27 


8,610 06 


8. State and military aid, soldiers' relief and 














10. Mothers' aid 








11. Workingmen's compensation 




742 00 


48 00 


12. Contracts for construction where money is 






14. R. Wilson's Emergency Fund 








G. Incidental Expenditures to Cover Contingen- 
cies Other than Personal Service: 

1. Probation officers' expenses 
















Totals 


$79,909 15 


$389,520 57 


$436,687 75 







Public Works Department. 

Several Services by Items of the Segregated Budget. — Concluded. 



15 



Lighting. 


Paving. 


Sanitary. 


Street 
Cleaning. 


Sewer. Water. 


Totals. 


$243 71 


$1,704 30 


$382 95 


$2,690 61 


$1,627 04 


1 

$6,528 05 


$14,874 86 




78 46 


110 55 


85 25 


161 68 


11 20 


582 19 






















3,588 54 

2,766 08 
202,050 99 


589 79 
211 86 


2,076 63 

46 15 
38,037 74 


4,479 62 
1,966 16 


1,603 29 
136 45 


17,148 51 




5,342 62 




240,088 73 










33,482 74 














16,165 38 










6,422 06 




6,422 06 










127,596 36 


127,596 36 








































487 83 




83 67 


56 14 




526 06 


687 38 


2,423 44 
























11,112 76 


14,998 38 


12,092 13 


1,357 99 


2,506 98 


42,219 99 
















20,370 77 


20,370 77 
























































360 00 


40,751 65 


19,049 12 


13,340 24 


15,513 19 


30,397 89 


133,583 42 
































1,669 21 


7,745 05 


3,461 42 


1,722 00 


1,603 14 

110,417 82 
8,000 00 


16,990 82 




110,417 82 












8,000 00 




























$7 14,821 55 


§1,117,867 2S 


$1,194,581 65 


$821,006 26 


$472,713 49 


$1,010,634 32 


$6,237,742 02 



16 



City Document No. 26. 



Expenditures Under the Maintenance Appropriation of 

From February I, 1919, 





Central. 


Bridge. 


Ferry. 




$9,000 00 








$3,750 00 


$1,250 00 










3,384 74 
48,552 25 








2,959 25 


931 10 
















2,750 00 


11,919 83 
6,416 31 
5,076 12 
1,419 03 
3,205 00 




































4,214 34 




















3,291 96 

691 14 
1,218 00 
3,669 72 














5,290 00 


312 00 






















1,795 00 






Cashiers 




1,829 56 
























23,396 47 






179,839 21 




Deckhands 




28,564 07 


Engineers (steam) 






22,062 89 


Electricians 




1,552 50 


1,567 80 






























19,013 33 








2,541 35 











Public Works Department. 



17 



the Several Services by Items of the Segregated Budget, 
to January 31, 1920. 



Lighting. 


Paving. 


Sanitary. 


Street 
Cleaning. 


Sewer. 


Water. 


Totals. 














$9,000 00 


$1,250 00 


$3,750 00 
368 32 


$1,665 36 


$1,667 67 


$1,666 64 
1,778 68 


$.5,000 00 
3,500 00 


19,999 67 
5,640 00 








,3,384 74 


2,827 33 


18,761 84 


1,700 07 




2,823 53 


58,957 81 
2,268 18 


137,513 18 






2,268 18 










300 00 
4,656 29 
3,081 73 
4,074 07 
1,472 18 
21,128 98 
5,639 80 

698 58 
1,453 88 


300 00 




5,774 96 

453 04 

2,734 40 

2,266 03 

28,217 64 

20,125 16 

36,967 68 






10,979 00 
3,082 61 
4,255 56 
2,388 93 

44,955 99 


36,080 08 








13,033 69 








16,140 15 








7,546 17 


2,504 73 


61,412 04 
14,015 12 


52,307 88 
18,295 60 


213,732 16 
58,075 68 




23,390 58 


65,271 18 








1,453 88 










1,533 00 


1,533 00 












3,291 96 




473 00 
4,832 00 










1,164 14 




3,244 50 


3,486 00 


4,851 00 


12,989 44 


36,222 94 




3,669 72 








1,388 49 






1,388 49 


























1,795 00 














1,829 56 




1,725 88 


689 66 








2,415 54 






8,900 37 




8,900 37 












23,396 47 














179,839 21 














28,564 07 




15,190 55 






8,592 66 
1,477 96 


1,484 00 

1,567 80 

14,643 00 

2,754 00 


47,330 10 








6,166 06 










14,643 00 




4,139 92 








6,893 92 








1,575 00 




1,575 00 












19,013 33 








1,829 56 




3,996 16 


8,367 07 











18 



City Document No. 26. 

Expenditures Under the Maintenance Appropriation of the 



Central. 



Bridge. 



Ferry. 



Janitresses 

Joiners 

Laborers, janitors, teamsters, watchmen, stablemen, etc 

Mechanics 

Masons 

Meter readers 

Medical inspectors 

Oilers and firemen 

Pipe layers 

Quartermasters 

Sealers 

Sewer gatemen, cleaners and flushers 

Supervisors 

Storekeepers ' 

Superintendent and deputy 

Stockkeepers 

Telephone operator 

Tollmen 

Veterinarian 

Wharfingers 

Weighers 

Wharfmen 

Yardmaster 

Yardmen 



$12,951 00 
22,300 75 



$4,697 00 

1,689 00 

14,941 25 

19,824 50 



106 67 



83 34 
59,009 67 



16,283 52 



$854 15 



4,849 17 



Permanent 

Temporary 

Overtime 

Other departmental work . 



$75,206 96 



16,587 81 



$266,009 68 
5,276 35 
5,172 20 



1,184 97 



$235,769 62 

10,305 46 

2,140 50 



Totals . 



$75,206 96 



$276,358 23 



$248,215 58 



Public Works Department. 



19 



Several Services by Items of the Segregated Budget. — ■ Concluded. 



Lighting. 


Paving. 


Sanitary. 


Street 
Cleaning. 


Sewer. 


Water. 


Totals. 














$4,697 00 














1,689 00 




$418,235 46 
141,165 18 


$434,030 91 
41,835 48 


$436,486 02 


$78,377 94 
14,240 81 
14,851 55 


$195,145 74 

89,599 32 

2,908 15 

29,469 28 

500 00 


1,590,168 32 




328,966 04' 






17,759 70 










29,469 28 




333 32 


1,458 33 


547 19 


83 33 
42,505 50 


3,172 18 




101,515 17 










50,919 84 


50,919 84 












16,283 52 












2,436 00 


2,436 00 










14,640 87 


14,640 87 




2,439 59 


1,745 12 


1,812 24 


828 36 


12,528 63 


• 


1,286 73 
2,541 35 


1,286 73 










5,849 00 

2,444. 49 

847 00 


8,390 35 






1,219 53 




4,848 99 










847 00 












16,587 81 




541 61 


437 49 
3,870 01 
3,686 23 
3,230 50 


1,114 17 


218 33 


479 16 


2,790 76 




3,870 01 




1,083 21 








4,769 44 










3,230 50 










3,115 56 
6,625 00 


3,115 56 











3,189 50 


9,814 50 












$6,582 06 


$711,688 64 


$574,156 98 


$520,498 82 


$245,522 26 

534 00 

4,008 55 

1,892 92 


$589,913 78 


$3,225,248 80 
16,115 81 




5,338 03 
7,525 24 


9,389 41 
1,992 83 


10,089 70 
15,961 47 


9,245 81 
3,201 31 


45,384 20 




30,573 77 




$6,582 06 


$724,551 91 


$585,539 22 


$546,549 99 


$251,957 73 


$602,360 90 


$3,317,322 58 



20 



City Document No. 26. 



Financial Statement of the Public Works Department, Maintenance, February 1, 

1919, to January 31, 1920. 



Divisions and Services. 


Appropria- 
tions, 
1919-20. 


Transfers 
to. 


Transfers 
from. 


Total 
Credits. 


Expenditures, 1 T^ncM. 
1919-20. Jan S 31 ' 




$84,050 08 
392,231 45 
424,248 94 
715,892 06 
1,154,341 44 
1,145,449 36 

865,852 38 

472,543 82 

1,170,222 48 






$84,050 08 
389,520 57 
436,687 75 
715,892 06 
1,133,757 51 
1,197,563 30 

833,738 44 

474,217 32 

1,170,222 48 


$79,909 15 
389,520 57 
436,687 75 
714,821 55 
1,117,867 28 
1,194,581 65 

821,006 26 

472,713 49 

1,010,634 32 


$4,140 93 




$54 25 
12,438 81 


$2,765 13 












1,070 51 






20,583 93 


15,890 23 




52,113 94 


2,981 65 


Street Cleaning and Oiling 


32,113 94 


12,732 18 




1,673 50 


1,503 83 






159,588 16 










Totals 


$6,424,832 01 


$66,280 50 


$55,463 00 


$6,435,649 51 


$6,237,742 02 


*$197,907 49 







* Balances transferred to City Treasury. 



The expenditures under the several appropriations 
(for the different services) for the year 1919-20 were as 
follows : 



Divisions and Services. 


Current 
Expenses. 


Special 
Appropria- 
tions. 


Total 
Expenditures. 


Balances, 

January 31, 

1920. 




$79,909 15 
389,520 57 
436,687 75 
714,821 55 
1,117,867 28 
1,194,581 65 

821,006 26 

472,713 49 

1,010,634 32 




$79,909 15 
619,787 90 
486,064 42 
714,821 55 
3,325,010 04 
1,194,581 65 

821,006 26 
1,292,281 95 
1,014,122 15 

101,178 18 

98,287 95 


$4,140 93 




$230,267 33 
49.376 67 


179,424 84 




27,904 00 




1,070 51 




2,207,142 76 


421,187 89 




2,981 65 


Street Cleaning and Oiling 




12,732 18 




819,568 46 

3,487 83 

101,178 18 

98,287 95 


345,179 26 




159,588 16 




78,522 06 


Strandway and Old Harbor 




250 00 








Totals 


$6,237,742 02 


$3,509,309 18 


$9,747,051 20 


$1,232,981 48 



Public Works Department. 



21 



a 
a 

a 
t« 

-i 
i_ 





3 

a 

■a 
c 
cd 

4-1 

c 

ai 

E 
-w 

u 
cd 
a 
u 
Q 



o 
O 

C 

o 

S- 



a 

E 
o 
O 







t 


5 IO 


CN 


io 


IO 


CO 


CN 


IO 


c 


!S Cl 


2 O 


c 


■J CN 






—I c 


>o 


r~ 


U5 


1_< 


1-1 


CO 


■^ CN O 


CO o 




© 


OS o 


o 


t^ 


— i 


o> 


00 


,_, 


CO CN tJI 


rJH CN 




r* 


O TO 


OS 


00 


CN 


•o 


5 


'X: 


-h OS -h 


CO •& 




l 


OS -* 


CO 


CO 


00 


q 


/: 


U3_ 


t 


OS o 


CO w 




OS CO 


CD 


co 


•* 


co 


00 


»o 


CN t^ CO 


o t^ 




S 


t-- to 


CM 


M 




'-T 


t- 


CO 


t^ O ^ 


T-l CO 




6© CO 




-f 


t>- 


q 




CN 


■* CO i-i 


© <N 
















rt 




r 










i CO 








H CO 


CO 


CR 


CO 


to 


os 


O 


—l 00 OS 


t^ © 






O (M 


cc 


CO 


«5 


■* 


CO 


ri 


t^ OS CO 


00 CN 




o° 


-* -H 


CN 


CO 


O 


00 


OS 


CO 


o o o 


CN 00 






t- o 


<* 


00 


"5 


<N 




co 


— I CO IO 


rfi © 




l 


O CD 


C3 


r~ 


CO 


CO 


CO 


os 


CO «B i-J 


00 IH 




22 


CO CO 


CO 


co 


c" 


CO 


00 


■j£ 


cn co" t^r 


IO OS 




©> 


l~- CN 


CN 


05 


■* 


o 


co 


- 


•o io co 


•o © 




e© co 




co 


U3 


q 


*-< 


»H 


Tfl IO -H 


© 00 




























tH IO 






























9% 






o ^ 


oo 


t^ 


CO 




iC 


OS 


o t~ •* 


u 


5 CO 






t- CO 


Os 


-"' 


*■- 


■* 


■* 


os 


CO co -^ 


CI 


3 IO 




oo 


•o ■* 


CO 


o 


^_l 


re 


o 


CO 


co io oo 


a 


3 t^ 






CD -* 


CO 


z 


^< 


C 




iO 


oo t^ oo 


T 


i iO 




l 


03 ^ 




•* 


O 


30 


ri 






u 


3 ■* 




^ 


CO >o 


i-7 


•o 


co 


03 


co 


iH 


OS CD O 


IT 


3" >o" 




©v 


r- o 


CN 


iO 


^ 


-r 


O 


CO 


t^ —i —1 


T 


l< CO 




e© co 




co 


t> 


OS 


c-i 


q 


CO IO r-i 


c 


3 t^ 




















1-1 










J IO 
9» 






■* HO 


OS 


r 


i- 


M 


OS 


-.r 


co oo oo 


•d 


« re 






O CD 


CO 


*^ 


a> 


t» 


CO 


X 


O CM CO 


CC 


3 00 




r^ 


CD t- 


IO 


t^ 


o-. 


O 


o 


00 


OS OS O 


c 


3 00 






O -H 


■* 




cC 


iO 


t~ 


CO 


OS OS iO 


o 


' S 




I 


CN CO 


c. 


°i 


t^ 






■* 


-H CO Tt< 


01 


> CM 




■o 


Tji t-" 


CO 


CO 


CN 


-1 


co 


r: 


CN CO -h 


t 


r co 




e> 


t- I- 




o 


t^ 


o 


o 


CO 


CN CN CN 








99 cn 




co 


t^ 


oo 


co 


OS 


CO "t — • 


a 


S CO 






























>o 






























m 






OS CO 


■* 


I- 


CN 


-t 


1- 


o 


CN O ^ 


c 


s © 






IO CN 


■* 


■* 


CO 


•* 


lO 


O 


CD OS OS 




co 




« 


oo co 


IO 


00 


O 


■* 


CN 


IO 


CD OS •*> 


«c 


■* 






i-H CO 


CO 


■* 


~ 


t^ 


■* 




•& «S Tfl 


c 


CO 






CD CN 


t^ 


q 


IO 


CO 




CO 


tj< a t^ 




■* 




i« 


o as 


t-~r 


i> 


OS 


r? 


^ 


CN 




-• 


©" 




O 


t- CD 




t^ 


co 


CN 


co 


-f 


co oo co' 


c 


IO 




99 (N 




CN 


t> 


q 




q 


co -* it 


o 


s «* 
















rt 




~ 










IO 

e© 






t-t i— < 


CM 


co 


co 


OS 


OS 


CO 


I^ OS o 


* 


■* 






O "# 


IO 


•* 


t~ 


CO 


^ 


CO 


O CD O 




iO 




in 


CN CO 


IO 


-H 


^H 


■* 


>o 


CN 


CN O CN 


c 


■* 






OS CD 


T* 


r- 




CO 


o 


IO 


f^ CO i-l 


1- 


OS 




1 


it 


O 


CO 


CO 


oq 


co 




"* 


CO ^ 


CO 




IO 




^ 


•<*i CO 


oo 


co 


CO 


CO 




t>T 


cm" cn" ^J 


■^ 


co 




Ov 


i> co 




a> 


•o 


?l 


CO 




co r~ t^ 


O 


co 




99 CN 




CN 


t^ 


CN 




q 


CO -* — I 


X 


t~ 
















rt 




rt 










IO 
9» 






O ■* 


00 


OS 


rr 


I- 


- 


-r 


t^ iO o 




c. 






io O 


■* 


co 


iO 


1-1 


Tf 


IO 


CO •* 


iO 


o 


CO 




-■t 


CT 


CO 


■* 


t>. 


o 


CN 


l- 


00 


o n 




r 


oo 






iO CN 


Ttl 


CM 


X 


00 


O 




o 


cs 


i-l 


c 


CO 




i 


rH Tf< 




t^ 


oo 


q 


q 


co 


-h co >o 


CM" 


CD 




*3 


© -H 


1-^ 


1> 


IO 




■* 


IO 


r-T cn 


oo 


- 


©" 




c> 


0C 


l> 






OS 


CD 


CO 


CN 


00 OS CN 


c 


© 




99 CN 




CM 


t> 


CO 




OS 


CO ^ 


CN 


s 


oq 
















rt 














iO 
99 






IT 


TW 


t^ 


CN 


00 


~ 


i- 




X 


r- 


co 


= 


•o 






CC 


<* 


CO 


>o 


o 


CN 


o 


o 




b- 


CS 


C 


t~ 




"5 


10 


OS 


~o 


CD 


OS 


CO 


^H 


OS 


cv 


c 


co 


CN 


CO 








IO 


co 




t~ 


X 


OS 


c 


1^ 


CN 


OS 


t^ 


o 




1 


IT 


OS 




O 


r~ 


CD 


•C 


oo 


a 


CC 


OS 


c 


CN 




(S 


t> 


oo 


(C 


<£ 


00 


CO 


8 


© 


X 


-+ 


00" 


IT 


CO 




©v 


t^ 


CO 




CO 


CO 


CO 


os 


t> 




OS 


co 


o 




99 cn 




CN 


t^ 


CN 


1-1 


w 


cc 


Tt 




s 


T(H 
















1—1 














9i 






cc 


CD 


CD 


1- 


00 


n 


00 


CM 


cc 


CN 


CO 


■■£ 


CN 






CN 


t~ 


CN 


O 


*~* 


CN 


CO 


co 


CC 


t^ 


CN 


<* 


•* 




<M 


CO 


CO 


lO 


00 


t~ 


O 


,_, 


CN 


X 




CD 


1> 


OS 






•>Cl 


t^ 


IO 


CN 


CO 


33 


CO 


- 


c 


t^ 


CO 


t- 


t^ 




1 


o 


oq 


o 


CO 


r. 


CC 


OS 


CN 






O 


co 


CO 






CN 


■* 




t> 


CD 


c-r 


■^ 


O 


I- 


oc 


CO 


o 


9 




e> 


f~ 


i^ 


CM 


■* 


CN 


CO 


CN 


CO 


CN 


c 


CC 


CN 


oo 




99 cn 




CM 


W 






t^ 


co 


Tt 




X 


© 
















* 














io" 

99 






■c 


o 


r^ 


CO 


■* 


O 




-" 


'- 




CO 




, ■* 






t>. 


o 


IO 


CO 


oo 


os 


CN 


CO 


C 


OC 


OS 




co 




M 


f~ 


iO 


CD 


o 


•* 


CO 


co 


OS 




CV) 


CO 




1 O) 






CM 


o 


o 


CN 


OS 


«* 


CN 


-* 


— 


c 


Tjl 




iO 






CC 


OS 


o 


o> 


CN 


•o 


co 


CN 


IO 


CC 


»o 




OS 




o 


co 




CN 


Ui 


O 


00 


cm" 


co 


E 


c 


© 




!-? 




o 


CN 


o 


(M 


co 




lr~ 




CM 




1^ 


CO 




iO 




9% CM 




CN 


1> 


»-^ 


i— l 


t^ 


:- 


CO 






q 
















rt 














99 










l ■ 














, 


-a : 




1 : 










S ! 
















a . 








Q 






ce . 
















03 












Ug 




CD 




| 


CD 




CO 


M cJ 




! 




< K 




CD 


M 




CD 


CD 


c 


.2 




a 
'3 

<& 

o 


tie 




. 




zX 

o > 

Sg 
s>co 


C 

= 


.2 
> 
cu 

OQ 
CO 
M 

12 
*u 
pq 


a c 


CU 

'> 
a 


'> 
U 
CD 

CO 

a 


CO 
bD 


CO 

o 


> 
U 
CD 
CO 
>> 

u 


a 

'> 
i- 
a 
f 


CD s-, 

*? CD 
*CC' 


'E 

a 
r 


"e3 

o 




Q 


s 

CO 

o 


c .2 
m 


>> 
u 
u 

CD 


J3 

3 


5 

93 


o 

s 

a) 


'3 

cd 
50 


u 
a 
s 
a 
r. 


cd a 

CD c. 

CO 


■w.S 

CD — 

SO 

-^ 
CO 





H 



r. 


_z: 


-2 


C 


: 


■M 


a 


c 


o 


m 


CD 




CD 


= 








c 


< 


sd 






X 


c 






s 





■cS 



22 



City Document No. 26. 



Revenue. 

Collected by City Collector on Account of the Public Works 

Department and Credited to General Revenue, 

as per City Auditor. 



Sale of old material . 
Removal of dead horses . 
Rent 

Ferry Service: 

Tolls 

Rents 

Commission on telephones 
Cleaning booth . 
Free ferries, July 4 . 

Lighting Service: . 

Lighting bridges 
Paving Service : 

Sidewalk assessments 

Permits 

Labor and materials . 

Sale of materials 

Inspectors' services 

Labor and Material (chapter 10 
Revised Ordinances, 1914) 

Removing dead horse 

Settlement of suit, Working 
men's Compensation Act 

Damage to sidewalk . 

Use of mixer 

Wharfage .... 

Rents 



Sanitary Service: 

Tickets for the collection of 

waste 
Sale of manure . 
Removal of dead horses 
Removing ashes 
Board of horses . 
Labor and material . 
Horse killed 
Tickets redeemed 

Street Cleaning and Oiling Service: 
Cleaning farmers' market . 
Removal of dead horses . 



$25 00 

6 00 

90 00 



1,461 23 

939 67 

114 47 

48 00 

1 00 



,123 46 

13,497 58 

3,096 80 

4,761 54 

3,765 00 

987 05 
3 00 

500 00 

7 99 

89 61 

55 00 

141 00 



,236 52 

813 13 

109 00 

4 07 

76 50 
211 54 
200 00 

27 60 



$958 13 
24 00 



$121 00 



96,564 37 
2,074 91 



43,028 03 



83,678 36 



Carried forward 



13 $225,466 67 



Public Works Department. 



23 



Brought forward 
Rent 
Oiling . 
Gravel 

Sewer Service: 

Labor and materials 

Entrance fees 

Refund on coal 

Sale of plans 

Sale of hay . 

Rent 

Disposal of sewage 

Assessments 

Sale of old material 

Refund of salary 



Water Service: 
Water rates, 1920, $59,462 18 
Water rates, prior, 3,185,080 39 



$982 13 

200 00 

'78 14 

30 00 



$409 62 


3,903 


60 


519 


95 


10 00 


15 


00 


10 


00 


5,869 


36 


33 


24 


10 


00 


5 


33 



$225,466 67 



1,290 27 



10,786 10 





- $3,244,542 57 


Fees 


4,553 26 


Off and on . 


1,094 00 


Labor and materials . 


16,568 81 


Fire pipes .... 


15,351 41 


Service pipes 


11,874 90 


Sale of merchandise . 


208 39 


Sale of materials 


2,489 45 


Interest on deposits . 


483 07 


Testing meters . 


53 57 


Damage to hydrants 


49 43 


Sale of gasolene . 


32 34 


Removing dead horses 


9 00 


Rent of conduit 


200 00 


Sale of yacht 


216 20 


Forfeiture on contract 


300 00 


Board of horse . 


627 50 




o one acq on 




0,6u0)\J00 VVJ 




$3,536,196 94 



24 



City Document No. 26. 



o 



CO 

« 
p 

•-5 

o 

Eh . 

_ © 



^ 3 

P3 C 

<< cs 

t> "» 

Ph o 

P3 ^ 

« oT 

fe r 






Eh 
« 

Ph *- 

a I 

Ph O 

o o 

£ E 

a H 

P «- 

m 



Eh 
U 

<! 

« 

Eh 
O 

O 



•J--- u 

S§°'S 



*•? 



13 o 






3 S <S 

5 a Q 






O) B) «5 
iH 00 TH 



i-c IO 00 rn <N 

N (5 h ffl rt 



N O h 



rH Ol CM 



00 iH rH 



co oo cm 



cq io io io 



00 ICJ CO CO >0 



l> 00 © 0>l IO rH 

oo o <m >o ■* oo 

OS OS CO 00 >0 N 

CO* Of OC 0? IO rH 



>C CM rH 



LO IO IO >0 CM O 
co <N co oq cm co 



CO CO (N 



io a> <n io 



1 ° -3 
W H § 



H S » B 



OS O c3 fe 

=s Fh O f- O 

g O § O Q 

j pq ^ W Hi 



pq Eh pq H 



"3 £ 



W ,2 



CO pq U C2 

h" n to ■»' 



tf g 



r£ T PJ 



£ ffi 



00 rH rH 



ZZZ'ZZ'Z'ZZZ. 



Public Works Department. 



25 



> 

CO 

o 

Q 

h- 1 



5? 

o 

H-l 
S> 

Q 

Q 

H 
O 
Q 

i— i 

PQ 



C3 



■o's . 


o 




o 


CO 




O 


OS 


o 






i-ss 


o 

CO 


■St* 


CO 
CD 


a 


OS 


oo 




r» 


00 


o 










OS 


»c 


■"* 


to 


t>- 


CO 




<e * 5 


m 


<N 


•o 


co 


1-1 


£j 


o 


TJ 






o 


CO 


c 


O 


o 






o 


CO 


5 


•c 


c 


o 


tl *» 






CO 


CO 


cn 


r^ 


rH 


r^ 


So 








CO 


t~ 




■M 


OS 








•*i 




CD 


CO 


co 


■■go 






pf 


iO 


ci 


_h" 


CO 


of 


w 






e# 










* 




a 




03 








OS 












OS 




OS 








M 


o 


OS 


OS 


3 


as 


Os 






3 


















t~ 


(O 


of 


a 


to" 


2 








>> 


>, 


>1 















03 




03 






ej 






<g 


§ 


"3 


§ 


2 


OJ 

xn 


Q 






o 


— 


T3 


T3 


t 




"73 


~ 




o 




V 




a 


CJ 


OJ 


p 














JZ 


0J 




cu 


<L 


CJ 


CJ 




















Pn 


a 


P, 


a 


a a 




c 




£ 


£ 


3 


£ 


£ 


E 


en 




o 


o 


c 


c 


o 





£ 




O 


O 


U 


C 


O 


U 


t3 




OS 


Cv 


OS 


c 


OS 


Os 


cc 




















o 


OS 


os 


5 


OS 


OS 


OS 


— ' 


^ 


»H 


— • 




'- , 


•^ 


•- 1 


o 


co 


TO 


CO 


a 


01 


UJ 


_ 


03 




cSi 


<N 


CN 


r-l 


^^ 




Q 






















_>. 


ti 


>-. 






B, 
























3 




< 


< 


<j 


^ 


< 


<; 




















>. 






















c 






















03 






















a 






















£ 












>. 










o 












§ 










O 






o 
















bO 






"3 
0) 


c 
z 




o 

O 








0, 

c 


a 
'£ 

OJ 
OJ 






08 


>> 




OJ 


a 


£ 


a 


s 


<J 


03 


5 
O 


o 




43 


a 
-a 


"o 




H 


2 


£ 


P 


b 


J 


C 




a 


c 


"5 


-J 




p 


e- 




-C 






c 


« 







l-S 


o 

1-5 


•3 


* 


£ 


co 


r$ 




CJ 


, 


c£J 






c 


CJ 






s 
n 

cj 




: 




M 


J= 




OJ 

> 

o 


a 

o 

o 
pq 

OJ 


.'c 


3 
5 


m 

03 


C 




3 


PC 


j2 


i 


j 


"fj 


a 

03 

o 




O 
GO 




oj as 


1 


5 I 


o O 




a; t- 




> £ 


c 


1) t 








M « 




°*3 


1 


ll -j 




J3 


o 

■4 

OS 

2; 

c 

O 


■fl >- 

PC o 




OJ CO 

.X o 


f 


3 ff 

3 T 
« o 


i 


03 
O 

a 


Js 

s» 

.3 ° 
£§ 

l| 

■is 


"o 



■z 

as 

a 

03 


OJ . 
-w OJ 

DQ C 

p s 

OJ ° 


■ 


1 ^ 
! I 

2 


! "o 

! "5 


a 

03 . 
oi CJ 

£ a 
11 




o3 

a 

M 

.3 si 

■s ° 


K 03 
MPS 

s>. 

■m a 

C 03 
_c3-C 


c 


- c 
D c 

e 

SJ " < 


\ t 
\ £ 

n 

3 '5 3 
: a^; 
j cs^-* 


11 

•9 s 




§ 


rt 


« 


f 


lj 


5 K 


►H 






















,- 



26 



City Document No. 26. 



O 
i— i 
> 

Pi 

03 



Q 

S 
« 

Q 

< 

o 
o 

t— I 





O IN 


O t- t- O h 


, CM 






^>T3 . 

g-§2 


O IN 
O -l 


O O X O c ° 
fH CO OS o is lO 
OS >C CM 1C "iS t^- 


bb 


O IN 


IS 


tji r~ 


00 r- 


O O o 00 


66 eo 


oo oo od r- 


^ N 


o 
55 


-d 
a) 


c 


S~ 


o c 


c 


o c 


O 


o 


c 


3 ai 


o c 


c 


o c 


o 


o 


03 -t^ 


c 


cocS 


^H -1 


■c 


c 


C 


t^ 


lO 


■-go 


c 




OS IT 


IT 






oo 


t-. 


SB - — 


O t£ 
OS l~ 


oc 

o 


c 


c> 


IN 


CO 


w 




O0P1 
co^-' 






















a 


r 








OS 








c 


O 


















^4 


cq 


<N 





~ 








OS 








~ 


OS, 


















o 






















£ 






c 










OS 










C\ 


i- 








CM 








K 


CO 


















"o 




d 


a P. 






as 






" 


s 


03 

*-* 


a 


a 








Q 






f, 


"C 


XI 




-c 


— 


7 


-a 


-a 


bO 


a 




D 







c 


a 


as 


as 


p 




-t^ 














rC3 


a 


HI 


a 


"a 









as 


£ 


"5 "S 


ft n 'c 


ft '£ 


9 1 


'8 




£ 


E 


£ 


£ 


V 




ic 


C 


■s 




c 


o 


c 


c 






c 


o 


a 




C 


O 


C 


C 




C 


U 


O 


& 




~ 


ffl 


o 


a- 


CT 


o 


C7 


OS 


d 




















CM 




5 


OS 


a 


a 


o 


a 





OS 


OS 


X! 










































N 


t~ 


<x 




e> 


=c 


c 


to 


o 


03 

Q 


CN 










OS 


I- 


CM 


CM 


C 


4 


5? i? t 




ft 


a 




3 


£ 


2 


z 


a 


0. 


p 


as 


03 












^ 




















c 






>. 
















ft 




a 
















= 






03 
ft 






o 


C 

c 




> 




c 
C 




c 


s 


-3 


c3 




c 
c 
c 


"5b 


s 

c 

E 


, a 

c 
c 


bD 

a 
1 ^ 


a 
a 
1 


O 
g 

CO 

=8 


o 

as 

c 


<5 


C 

a 

r 




c 

c 


PC 


^ 


b 

c 


=8 

° 1 


s 


03 
>irl 

d 




< 




i 


P5 


c 


c 




w 


o 
















0) 


^ 


o 




< 


H 


pe 


a: 


cc 


1— 


PC 


PQ 







S 

03 






a 
ft 


tc 




c 

03 


— a 


Fh 

o 
d 




c 


Sf 






c 


X 


ffi m 


as 
> 
o 
O 

03 
O 
^3 




X 


_fl 












M 




0] 

a 
> 

a 


1 

' 2 


_ 


a 

ft 

C 


1 


c 




X 
a 




^3 03 

oJ 




a 


e3 

1 


a 

PC 






* 


Si 


|ft 
P5fe 


u 

as 




-= 


o 


— 



c 
> 




as 




> 


o3'bb 


o 


K 
e 

z 



O 


6 

e 

bl 

c 

x 
c 
a 
> 


o 
a 

"3 
o 

S 

o 


bl 
C 

O 


1 1 

.as c 


u 

a 

.s 

u 
a 

e 

•*i O 

03 O 


H 
<s.S >> 

hj fa 

.22 as 
'ftflfe 

<B E)-!3 


as 

d 

IS 

03 

a 




x 

c 


o ° 


c 


OS 




^03 (. 


c 03 . 


3 

O; 




bl 

E 


bc£? 

'So 


bl 

e 


9 <H 




13 .8 
O -c 


> .5 


2 a 


bO bO 


cd 

03 OS 




2 

b 


'5 




c 


o 'E 


3 'o 


u 3 


03 S S 


11 




'5 


2° 

Eh 


f 




CO X 

" OJ 

PC 


PC 


'£ * 
« 




.art 




■ 


- 


" 


" 


" 






h 


<N 





Public Works Department. 



27 



< 

n 

o 

w 



H 




O 








► 


'/; 


« 


B) 


N 





JZ2 


> 




M 


O 


3 


fc 


O 


i— i 


> 


H 


0) 


ffi 


fl. 


tt 




HH 


UI 


. "I 






a 


1 


■a 




a 




5= 


/' 




o 


o 
•> 


HH 




a? 


o 


HH 


u. 



*."0 . 

§■§2 
< * 9 




as 
© 

O 
00 

a> 


TO 

a 
t- 

* 






ea-g 

£ o 

'•8° 










Progress of Work. 


a 


a 

"c 

a 


Q 

"c 

D 




-d 

03 

p 


xMarch 19, 1914. 
March 19, 1914. 

Dec. 7, 1914. 


o 

-13 

5 
<< 


Boston Consolidated Gas Company. . . . 
Boston Consolidated Gas Company .... 

The Edison Electric Illuminating Co. . . 


O 

s 

g 



O 


l , ', », i , Furnishing gas for street lighting purposes for 
a period of ten years from April 1, 1914, 
until March 31, 1924, inclusive. 

'i'i "V. 5 , Lighting the streets, parks and alleys (except 
streets in Charlestown and Hyde Park) 
with gas for a period of ten years, from April 
1, 1914, until March 31, 1924, inclusive. 

', " Lighting the streets, parks and alleys with 
electricity (except streets in Charlestown 
and including Charlestown if said com- 
pany shall purchase the electric distribu- 
tion system located therein) for a period 
of ten years, from December 7, 1914, 
until December 6, 1924, inclusive. 






d © 



Mz 



og 

tl 3 

.s « 

- a 



03 § 



as 

33^3 



q o3*i: S -*' 






5 ° 

03 c. 



a" 
a e 

O c3 



C-2 



2 03^ <° 



^3 -r* a. +j o3 
-2 E§ § a 

-a- 2 & o 

© TO O't- 

e3 oj*a!"S 
a n-° «> 
"3 3^3 oj 

~ S ° 0! 

aj C ° £ 

7 0r 3 



-2 o S 

- 03 C X 

■• e " 



28 



City Document No. 26. 





■ 


t 


c 


-* 


.2 




T 






.S PM 

*- "^ a 


a 


« 


a 


c 






O (J 


a <y a) 




'-' 














"i &^ 


o 


O 


o 


o 


o 




O g 03 


o 


O 


3 


3 


o 




s. 


*C 


CD 


ffl 


CO 






cn 


CO 


cc 


CO 




a) t- >-. 


5? 












« QJ 














■ n p. a 
























a 
















S 
















33 
















































u 
















o3 
















6 
















Q 





























a. 




C3 






<l 


; 


i 






S 






Hi 


+ 


i 




a 


O 






fa 
O 


£ 


'Z 

0. 




lj 


. o 

'0 






5; 


£ 




i C 


■ £ 


S 









£ 


£ 


£ 


a) 






H 


D 


_K 


n 


c 


u C 
















M 














£ 


73 






« 




t 







M 






o 


e 


- 






A 






t« 
















H 








t- 








Q 


a 


o 


a 


a 


5 






■S 




S 




S 








c 


c 


c 


C 


o 








c 


i. c 


!. C 


i< 


a 








_a 





a 


< 


5 
























— 


- 


- 


J 


-3 








c 


c 


c 


I 


fl $ 






a 


s 


a 


«.2 






c. 


t 




4? t- 






C 


c 


C 


IT 


o S 






~ 


c 


c 


CN 


o 








o 


»T 


Tt 


00 










^ 














.5 a£ 




-t- 






+J 




p 


c 


C 


£ 


c 




a 


a 


o 


a 


V 






c 






CJ 




«0§ 


si 


; 5 


I " 


5 «< 


H *5 




►J 














« &^ 


c 


c 


c 


c 


o 




Ogd 


a 


c 


c 


c 


o 




c 


Cv 


C\ 


CN 


oo 




<U fc, t. 


95 












X O 4) 














E aa 














tC 




a 




1 








s 


















1 


, 


1 


s 




<1 










0) 




^ 









'£ 


S 




fa 



c 


I 





£ 


- a 




z 


C 




i £ 


, e 


- S 




o 


£ 




£ 




H 

C3 




H 






c 


J 


— 
















a. 










d 




s 

Q 


c 






c 


a 








c 


; 














^ 




a 


t 


. i 




i t 


. 0) 







a 




< 
- s 


a 


. 1 

o 






c 


i c 


) c 


) c 


> a 






C 


X t 


S. C 


X I 


* 0) 








> a 




> a 


S3 






T 


J 1 


- 


' - 


J C 






£ 


c 


3 C 


! C 


: o3 








; c 


3 o 


i o 


! « 






( 


) « 


3 c 


) c 


O 






. C 


> c 


> C 


) c 


o 






-a 


< Tl 


■i « 


s «: 


> 1- 







03 03 



03 3 



& c 



PS 



xi-c 









^ 
^ 



O 
(U 
Stt 

9 ^ 

o ^^ 

o 

CP .in 

o o 

CD 

c3 i— i 

03 s_ 
«•, ^ 

CD 



fl 00 
O OS 



03 a 



CD 

> 

CD 



03 

CD 

CD 

O 

CD 

. *-t 

CO Ph 

s^ 

OS 



03 03 *+3 

1.9-e 



CD p_J 

73 -§"3 

CD q "O 

CD 



"H 



H M3 
• 1— I 






N H r °00 



G5 



Public Works Department. 



29 



H 




U 




hH 




► 




« 




H 


a> 


m 


efl 




£ 


r*> 


o 


Z 


a 


i— i 




> 


ia 


< 


is 


PM 


ed 




t> 




T3 






fc 


CT; 


o 





1—1 
02 


c 

o 



Q "5 
s* 'I 

I < 

o 

I— I 



c2 



r-4 lO <N 



CO CD tD CO 



CNcN<N<N<NC*J<N<N 



O OS O 05 



05 C5 05 Oi OS 



co co co co 



e? £> 



















a 














~ 


a 


ff 


a 


2 


> c 


c- 




a 




» 


c 


~ 




a 



05 CJ5 Zii 



H N H N N 



A — 

< § 



rt i-l CM 



< <J < a o 



"2 ^ 



d 










V 


a; 


(it 


»-G 


ft 


*^ 


- 


o 






3 2 
p. » 



SH 



(23 O 



C. a 



Ph ■< 



03^3 

to 



£ Q 



30 



City Document No. 26. 



g-3« 

g§2 



rl C^ — I 



C 

*>» 

C8 

-J 

C 
« 

c 



H 



<M rt 



■* -H ■* 



S OS OS 

~ 2 2 

i -H OS" 

^ H *n (M 



2 3 



,5 — m 



a o 



«) » o3 05 =3 O 

m o ©|> -t^^r £ 

g tS c S S)"S 

os "E - 9 t- £ 

s g a g -g -g -g 

gfX'J ■ - 0J+= 

a^° a- N B-B 

gE§g.5-33ffi* 

PL, 



§8* 

> coJ2 
03 K 



5 **« 



0J|> 

T3^ 






pq 



rt W OJ 

." a: oj 

**$ 

gj 3 

s 

■g o3_C 

2 53 

goo 

"3'3 2 
a SPQ 



o a>© t. 
t- 3© o 

a> B o as 

02eE TO 

-w -as 
245 a> a 

o_> m^ oi 
fi-gTJO 



>*h X -3 



), from '. 
et (sout 
; Rexfor 
treet, 80 


,-Cpi; 

'55 m 












GO Sh 


•^"S*" * 












~S=oO 


ffl o 

a a 


2 "^ 


a+> 




a> oj 






>J3 3-s 




Hill a 
t sout 
1 aven 
t nort 
^ster. 


o3 rt 






>.X£' 



03 B 

is & 

T3 c3 
c3X! 
OM 

pq 



Public Works Department. 



31 















CO 




oo 


+iT3 . 




OS 




■* 


§-S2 




o> 




o 




X 




o> 




oo 
to 




O0_ 






?> 








VS/ 




w 




ooooooooooooo 


o 


OOOOOOOOiSOOO 


00 




OOOOOiiONOOOiOO 


■■* 


00«3(OOOOSOOO 


t- 




OOOOHOOStOOOOMNn 


CM 


OiONNL«00T|isaO00 


o> 




OcC'O^iO ^h O — I rf( -h o CO 


■* 


'OCC't'^'f'HiON'ffH 


a> 




iocd-^oom oi i-i cseo •-< 


00 


f»5C-* — ' -*CN 






•*•* 00-* 


© 

M 
96 


■* odco 






OOOOOOoOOOiOBJiO 




OiSOOOOOfflOWO 






iOOOCOCMCN^HUioOaOCNOO 




uO!N-HCNCNt~t--0<NCO 




"S 


HNMOOOOOOrtOO 




hOOOOONNOO 




o 


Vo 




. * 




O 

T5 


_ @©(§)@@@@©@©@© 




©@©@@@©©©@ 




O VI VI (fl 










"*£ 03 'O'^'^j^. 




« K "^ "« "P> -w -t> 




03 


^-d do ^^^-w £ £ £"5 « 

B C3 (-. 0) « 0> QJ >i >1 >***-. <*-, 

M .£.S fi«»»«S3393 




T3-m-*j-4J+j H H '— oj OJ 
•■fcHCJCJCJCJ^CaCSeDCJ 
go30JOJOJCJ>>>-. >»H *-. 
OJ ^i OJ OJ CJ OJ OJ 




"bo 






w 




-*>.2s3c3o3c3e3a3cjos3 












M-^ SSSS33393 








g , 3CCBC D - c . c . . c . 
















feo "OOmOOOOOOO 

;5CN©£:l-~Tt<00CJ<NtOCNiO00 
g^O^ 1 — 0«! 005DCO 




nOOO«COO — OOO 
S-Ht~COt>^JICMCN--OOiO 














C — «CN b- NN 






*„-^ rt - _," ^00 




jScOrt MM 






^ffiOCWfoOfflG-i^S'S'S 




^COfaOEG'^S'S'S 






■o2 




oi 




"3 


^s 




"2 




m-^' 


airt 




CD '"" 






1* 

O <U 




on; 




CM 


°l 




< 






OS 




OS 
















as 




OJ 














T3 












"O 




OJ 




cj 










Q 


3 




3 
HZ 












s 












o 












o 












c 




o 








_o 




+J 








o 




"0 








3 




OJ 






IH 




~0 


o 










OJ 




00 




oj 


C3 




a 
o 

o 

"3 >■ 
- a 

0J " 

o 






£ 








CMS .' 




2"« 1*? 






.8 "3 5 3 




■" 83 O oj 














1 S-e 




£ £ffl M 






C3 sTXT, * 

> £ - 

O <D o — 




ill* 




« 


i ?i« 










OJ 0J fa 




o c — 




O 

O 


3 <S-t>" 
B 1> o 
ojcn o)^i 








>°0£ *. 








^^ m a) s* 




d .~ o 






oj 0J a m 
3 coJ-i 03 CJ 




3 






Q 









32 



City Document No. 26. 



-U.T3 . 










us 






to 






S-S2 
°§2 










>o 




CO 












a 

■* 




"5 












CO 




c-r 




<# 










ee 










OOOOOOOiOOO 


lO 


oooooooooooooo 




001>0<lOOOOOOOOO 




OOOOOiOOtjhiO© 


■«* 


OOOONCiOOOO^OOOO 


U5 


OOnccOOUMONOOOOU) 




lOCN ■* IO00 


.-HOOCft 


^H© 


•* 


>0'*ot^.03iNt>.>orocoococo'0 




OONMOiOCiJOOOiOnS 




e^co —to 




cot^ 


COCO 


t^ 


«©^j<Ococm-h iO en •* o> t> oo os 


^f 


O'-iOC0C0-Hrt<a<Tf^nl5C0'-i 




-tf-l 




to 




CO 


Hto^f 05CScO'H'*oq 


x_ 


"*■* OS CM ON 








of 




co" 


i-Tco" Oi-^io co 


<n" 

(N 


•***" ^HIN 




OOOOOOiOiOO 




OOWLOHiOOHOTttcOOO 




OhoouiOOiOWOOOOuO 




O CO tN 00 »C CO CO 


rtO 




COOOOqiNINt^iOCTKNlNOOrt 




■^COtNCMiOOS^COi-iiOINt^. 


Id 


NOOOWNOOm 




hhOOOONNOOOO-* 




hOOOOONNOOOh 


o 


«j 










«© 




» 


o 


_©(§)©@©©©©@ 




©©©©©@©©©@@©@ 




@@©©©@@©@@©@ 


-2 


o 


TJT3 T3 .-. 


T3 to 




co to "O'dTJ^j^j^TJT? 




.in 'C'd' ! 3^*s'^ » 


a 


""§•'**' 


5 


^ u oi 
03 03 g 














jg 03 oj a> 




>a >*.<£ 


>>03 




go3o3»»OJ>i>> >■.>— <«. x- >, >, 




goSojOJOJO)^^ >)<« X- >> c3 


m 


0) 


OJ OJ OJ 


OJ >> 






t. >-.'*"*"*-"*" oj oj a) <B oj © *"» 


w 


*S cj i2 ^3 




M ki h 


M o 




— OO^^j^^^^^^^^ 




CO.— O3o3o3o3c3e303o3o3 03.— 


-w.- 03 03 


03 




03.2 




-^.— .„i O3c3c3o3o3c3o3o3o3o3c3 






M-9SS 


3 


3 3 3 


3,0 




M J3J2 JJJ33393333 




M-9 2SS293933 3J1 




a S .5.S 




0*0" D* CT 3 




3 3 3 .S.S.2 cco'a'a'o'o'o' 




s s 9SSStJcjo'tjo , o'3 


















.— cj^3J^3^3J3J to to CO 03 CD CO o 




^(DOiOOOlONOO 




SOOOOOOINOOOOOO 




oONaiOOlf)ot)OOOU50 




S«cot^ 

H<NC0-H 




COIN 






-00OO--i©^HCNl00 00<Nt0'*i0 




SioCN'-KNCO'-li-iTjHtOi-itO'-i 

giHtSHH^I IOOHH 






© 


IN 




fiooqoH t~.-*oa osiooi 










rt " 






j£ <NrH COOS •* 




jS CO CN -*>0 




^PQHO 


G 1 


q-R^zo 




5m eCwSS crS'2'S S£"m 




^ffl h £~6ffi c-^w3S 2o 
















-*°> 

^^H 










T3 ^H 




T)2 


_0JC3 










oj" -1 




_0Jt33 
OJ" -1 




















t- O 


aoo 










&iO 




a-r 


2^ 


° 5* 










1, 




gCN 


£ 


0«5- 

<5 










03 

•-5 




1-3 




oi 










CJ 






















oi 




© 










as 






















o> 


T3 


















OJ 
03 


IN 










CO 
CM 




CO 


Q 


03 










t4 
03 




a 
< 




a 

o 
O 

a 




















o 


o 










































-a 


cj 

3 




















OJ 

-a 


tH 










>> 




A 


h 


















03 


c 
o 










01 




& 


O 










o 

Q 




hJ 




"3 >> 

- - 














fe 














a 








o 










03 

*-> 




o 
i-s 




^ o 

s ffi - 
I'S 










.9 rJgci 

■S «3 S O 




sit 












^ .. ©pa 

C * ? m 

J J |4 




III 

C3 - fi 

!§< 

"Si: o 

33 0-« 

S ■- • 

° §■§ a 

t-.S m o 


«' 










■gB, H 0) 




H 
Z 


■h o 










sJi™ 




O 
O 


■w 03 

0J.« 










•S^-03 




"^ 3 ^ hfl 


0J.O 










o^g 1 




g^ fe-n 












j-h -^ 03 -+J 




ih-^ >P3 




to 3 










O O 03 




5 8h" 

.BPQ n oj 




M o 










S. > ° o 

Jos a*. 




a) + J <*- to 




H 










« 






ffl 





Public Works Department. 



33 





o» 










o 
















■* 




m 




05 










•* 














^H 




OS 




T}< 










nH 














05 




■* 




co 










o 














o 




t^ 




r-^ 










co 














co 




o 














CD" 














C5 




CD 




ci 
























tf.< 




CM 




w 










e# 


















c» 


ooo 


05 


OOiOOOOOOO 


>o 


oooomoooooooom 


o 


o^oiocooooicnooo 


Tf 


moo 


CD 


OONOOOOiOO 


(N 


ommmcMOinoomcoooiM 


CO 


OWOONCCH^OOfNOCO 


H 


(NOLO 


oi 


COiOffliOOiOONiO 


•n 


ioNoo»»OdO?iooioom 


,_, 


H 


mcNoco(M'.DOmcoooc©coC5 


l> 


— iOco 


CD 


-ft^CNt^tDOrot^O 


-^ 


CN -r CO rt 


CO Ol O C5 CO O CO 








OlOOflNClOHOMWnNH 


CO 


CO—I 


tM_ 


et-n 


10 


hHCN C5hH 


CO 


g»Hn 




r-t> 








"* 


«©0_hh hoocO_ CO 


© 










© 




CN 






l-OH 








C5 


Of-H ^*Tt 


o" 




OJ 
























e© 




C-) 




89 










* 


















e» 


moo 




©oinmoooo© 




in in in in 


o 


mince 


m co o o m 




oi -r »o in »-0 o in © © o) © in in 




oom 




SiSMNOiOih 


us <n 




COCOcNCNOlNXcNCOCO 


~ 


t~ 




OCOCNCSH-HtOOOiNCN©©C5C5 




©Oco 




OCOOO 


Hi-aore 




HOOO 


_ 


ciaooocBio 




ooooocinooooNO 




l-l 




























m 




©@© 




®@© 


®@©©@® 




jiiiiiiiiUi: 




@©©©@@©@@©@@© 




»"§ 




-fs 




"^J "^3 ^ ^ *^3 




to 


■o 


, §'S + , 


B 


-c 


^ 




w co m B3 CO 
33 'U'u'C^^^ (K'T3'U 




1"H| 




03 "*" 


OJ 


03 03 5 


03 03 




•g.g.g.g 


u 
C3 


? c3 ffl 


ot^-y 


03 


HI 

03 




•t-OOCj" flH Qjac;l' B ** 

g e3 oj oj ej >> >> >-■« x- --S o3 >> >> 




0: o3 >. 




>i 0J 


oj 


>i >>>> 






^ 03 CO CD 0J 




>>>>c; 


"<2 3 


>>>> 






Q) >1 G> 




c "7 


«*-. 


OJ OJ o 


OJ 0J 




0J >,•—«->•- 


OJ 


GOB 


CJ CJ >> 


0J 


V 




O ^-^^ x- 1 **- 1 QjojcJOJCUOHlcJOJ 












M hi hi 


- - 


















t- t-l-l-(-^fcHH.l-u IHH 1 

*-.„c3c3c3rt73c3c3c3o3.Se3cS 




o3.~ e3 




S M « 


03 




OS o3 




■^.S 03 03 03 


03 


09 03 =3 


o3 rt.3 


~ 


03 






3-D 3 




3 a 2 


:, 


3 3 3 


3 3 




•jfl.fi OJ o c 


3 


3 3 3 


3 3_: 


3 


r 




b£— 22233333 3-D 3 3 




D- 3 cr 




~ o.fi 




-" p" ~ 






q 3 3 3 3 


S C C C C U" 3 


cr c 




c 3.S.3.S c , ca--c"c - 3a - o* 




































OOO 




OOfflOOOOWO 




oOOoomooooooinoi 


in 




&t~omooinocomm©inoo© 
"cincoccokOihOu; in 
3 05_in °i c, l' - ' ""1 




lOrtrt 




seioooooNO'op 




iim— icocdco 


— OC 


— h. 










<N 






re 


C5_050_ 




H«)tH 




0_rf 


nmj 










to" 






cf 


■^ 


HO 

CO 




£ ^ 




NCC 


cd" 








5cNc<5 in co co 

K cN hh 




SPp 




hq£o 


^qwi'R 




^pQHfeO 


r^- 


SSS 


ioP 


1- 


% 




5 £b go £S§3S §PS P 




^-s_W 








w^^ 


wv^ 




> -■ ^^^ 






' ^ ^^^ 


' 














OS 

"fioa 










_,oi 














^C5 








_2 - 










OJH" 1 














OJ ~* 








































o,S 










ao 














do* 








0. 










S'S 














£ 








° & 










U 3 














o bb 

O 3 








s 










>-5 














< 








o> 










35 














C5 








































OJ 










05 














C5 








































IC 










o" 














CD* 








s 










>, 














OJ 








5. 










03 














3 

1-5 










































03 

a 


























^r- 








£ 




























5 








o 


























c 








N 










6 














CJ 








a 
-o 










OJ 














s 








3 

£ 










03 














■« 
















§ 














CJ 








OJ 

CO 










G 














"3 
O 


















s 














i 








03 V 

IE 










£o1s 

O 0J-cJ3 

H-* -fJ M fc- 

10,2 O 














is 1? oj oj 








go 










2^3 >> 

-* 5 t - 

O O OJ 














£ OJ 03 _g 

o gfo5 








o £ 

-H> -n 

is <° 

<B c 

Zo 

u to 
03 — 










^r 3 ^ -^ 
■g i"" « 

.3 o o > 

m OJ t. o 

£ e "*< 
s»fio 

c3 03"O-*i 














"lias 

IE 2- 

o o oj r« 

&££h o 
1^^hh-« 








H 










s 














CQ 








" 










" 
















H 





34 



City Document No. 26. 



t> 



a. 

















S-S2 








CO 








s &- 








-t" 






^■ s 








<N 




CO 








S» 




m 




ocdoooioooooioolo 


,_, 


ooco>ooooooooo 


\Tj 




OMOOOOMOiOO^NOM 


"N 


OOtO*NOOnOMOT|iDI 


X 




■-laOTttOCOCDiOcOOOt^cOOc-o 


(N 


OiOOCOOOCONMiirtOiOiO 


U5 




«MO«-JfllOiONH 


-m v; 




•-; 


lOOTt 4 rrONHcoiOH 






C3CO i-i -*COCO 


■* 




■* 


9l>-f<CO CO® COiH 


CO 




N ©CO 






od 


• co" 


U5 




<N 


10 






U5 


» 




OONOOLimNOONOuj 




OCCOUJOiOM-^OOOMO 






NINNINNNOONNOON 




mrarawooMNMiNisoQ 




"m 


OOOOONNOOOtDN 




hOOOONNOOhOh 




6 

13 


@©©©®@@@@@@® 




@@@©@©@©@©@@ 




V 














-m 


en -VVO^^ 




T3 




CO T3" "3 T3 jj j-, 03 j-, "3 




s 


-3 -^ -t> -w is h h 03 03 
-^03030303030301,31 


"d 


J- 
03 










g oi a> a> 03 >> >> »»»»« t« 
03 S^ 1 *" <4H **■* 03 03 03 03 03 


>£ 5 


>> 




« 03 CU 03 CD >1 >t >.<-< <*- 03 «4-t >. 




03 




0) 




03 ^J**^ t4 ^ t * -l O303O303O3^ >i O303 




w 


h!o!3,bb t * t < t " , - ,tH 


rt c 


t-i 




-^.^h CO 03 03 cc3 rt 03 C3 c3.ii o3 03 




-t^.^H O3o3c3o3o3o3o3o3 


03 








j2 oe» ss: i S: ] 


3 3 


3 




M-S 2SS 3 3333X!33 






3 3.5.2. S CT c" W C o" c 3 


~ 




oSSSSo'tftfo'ffSo't? 








« o 


00 




.3 C3S^333 03C073CI37303COCO 






ohOrfOiOOiOOOOON 




^OOtfUJOOOOOOOM 






ScO^OcOCCCCC-lOTcOiOi-l 






ilt^CNCNCC^HC).'-HOM , CNTl< 






H t~ N hn CO C30 


C3 










,2 TO im" i>*cd" 


to" 






« rt *'* ■* 






^'S'kE'ocqS'S'S 


c?pp 




?bh £'6crf?S'2'§ £"©« 












"o 


73 2 








-o2 

03 03 




wM 


03 fH 








"£ H 


















t- o 


"Sss 








acN 




i£ 


s" 








S N 




M 


O o 








.9 bb 




a, 


U Q 








O 3 

< 






oi 








CR 




















03 








OS 




■d 


' -l 








rt 




V 


CC 








co" 




"5 










fN 




Q 


03 

s 

3 

1-5 








3 

1-3 














£ 





























O 






>, 














4> 








3 




o 


3 








_o 






O 












TS 


a 








3 




TJ 














lH 


<5 












o3 










3 




is 


=8 

'3 
O 

<5 








O 
O 

"oj >> 

- C 

S ft 








►h :" w « o o^iN 

^>) 0* -*> <£ 3 "^ 

1-S.Si] 2"S £ 8 








S 03 












a -a 

en s- 

a 




« 








1 G 
"03 ^j- 

5 03 

r2; 03 

E12- 




z 


*» « oi O 03 t- 








P-C 




c 
O 


aicoi; c S E— • tc o3<^ 03 
10 gO •- "en" 13 ° £ 

£j co tn^^-t fD^3<* eo co 
O 








C3 
- O 

03 oi 
S 

CO J, 

ki ° 

03 k" 







Public Works Department. 



35 





co 








i)< 




cc 




•o 




O 




6 




lO 




IN 




-r 




CM 




O 




-r 




IN 




t- 




OS 




■* 




rt 












CN 




m 




99 




99 


oooooooooo 


o 


OiOOoOlOOOOOOOOO 


O 


ooooooooooo 


O 


OOOShOOMOOO 


ro 


ooioionwoooooooio 


CO 


ooo«iooot»*oo 


(O 


©Or^©0"50<NWO 


"5 


OiOCloi^OOONOiOiOON 


r~ 


IDOiOO-iOOWOOOlo 


CO 


coOc0-*iot^coeN<r>'* 


i* 


IOOUJS.N i-H CD OS t}< t-i 00 Tf 05 


lO 


co-^co-tfcOTjicocseNWiN 


OS 


«© t» occHincqoM 


t* 


99 lO ,J, 00 00 r-l 


CM 


99CO ■* Cst^i-ICOCN 


OS 


1-7 O IH 


— " 


i-7 ton 






to" 


IN 


IN 






IN 


CM 




se 




s» 




e© 


00«)00«)HOOO 




mOifiOiOOOKOONOiO 




OOiOOOOOOOOO 




iO*OC0C0Ot~i-He0l0»O 




MnnmNoo«Nnoooo 




OOOlCOCOCOOOCMOcOim^ 




hmoohhnoo™ 




HMoOOrtBOOOOOOH 




1-HCOOOOO-^INOOlN 




a» 




99 




m 




®®®@@©©@®@ 




@@@@®@®@©@©®@ 




@©®@@©@@@@@ 




m to cr S3 tn d: 
oo T3 TT "O 73 "B T3 




'g'g "§+»+* +»■§'§ 




m 73 73 73 73 73 73 




73 ^^.t-^iUit-t- 
*- "JrQ}C3c3c3c3c3o3 




-H3 oajotflpjfljifljflib* 




73 P4J ^ t. ^ ^ i. ^ i. 
t* Qja;(DC3o3c3o3c3e3 




* S CD >i >>>>>>>> >. 




e ? l *""~ > *' , ojcuiDa>asa!ii> 




a3 osqscd>>>>>i>>>i>> 




^t **- t *~ , cDG>a>oaj© 






£*. *"" lwlw qj CJ 0) O) 0) 3) 




-j t-s-t-t-i-ut-u 






O l<f<|<m l >il.(i»< 




■ Hm^nrt^S^ri^ 




■«OaiOii33o3eJs3ci3Eic3 03-- oj 




.^tnC3TOwc3cJcJff3o3c3 




-Q322333333 




tCS 322233333 3J2 3 




-^3.222333333 




3 O 9.S D'CO'D'O'Cr 




G-9 o. 2.3,5 c o- c o- cr c 3 o* 

a ."OOHttlOOOOOOlOO 




3oS55o'0'O*O'O'0 H 




E)«>^S I 7i « 7; I J! 






o+i^3^2^3 en co co co co go 




00*NOOOOOO 






OOOiOOOOOfOO 




NOMOOiOOMNBO 






MOOICMOOMHOO 




IN CM -tf CO i-i t-; CO r* © 




S^ CO tCN « 




O) rt i-n> 00 •* IN CO © 




CO OicOCOO 




S^ i-7 inoT ci" 




■* o COO 

-H OJ 




6QfoO«^W>p:R 




<mQ k £"o c^W 32 SPS" 




o Q w STog-^W > £ R 




^/S^^l-^^^ ' ' 
















OS 




OS 




•a 




■gs 




®s 




J: 




CD - 




0) . 




.2 
a 








&CM 




<a 






s ^ 




s 




o*j 




o & 




& 




°£ 




| 




ci 




ci 




ci 




^H 








rH 




OS 




OS 




OS 




i-l 




-* 




" 




ci" 




lO 




to* 




i-i 




1-1 




-H 




^ 




^J 








a 




a 








33 




eo 








m 




73 




c 












s 




>> 




>^ 




o 




c 




3 




O 




05 




=3 








a 




a 




3 




c 




£ 




_o 




o 




o 




'^ 




a 




O 




3 




N 




1S3 




~ 




O 




93 




X 




T3 




T3 




C 




3 




3 




o 




S 




g 




V 




a. 




s 




^ ^> 




e 




« 




4 c 




a) 




ffl 

-c 








H 




H 




D 




om Huntington 
x street; Parker 
onant street to 
; Smith street, 
n avenue to St. 
st; and Smith 
hilip street to 




sQ 
"3 2 
°1 

2* 

«*-< o 




3 ol? 3 

ri " c-2 

ff Mi 03 

s.a .a 

i*^^r fc- o ^« 

. S <s5 2 
■«t> sa 

« m 5 *< 
■3 o ?&< 

" +* 9 -g fe 

1 §1 flS 




onant street, fr 
avenue to Parke 
street, from Ci 
Tremont street 
from Huntingto 
Alphonsus stre< 
street, from Y 
Parker street.* 




-*> o 
a) o 

01 o . 








3 «"& 
i- P a 




£ 3 S ° - 

O ojl>.S 3 




O 




i-^ 




^ 





36 



City Document No. 26. 



s-ss 

og<=> 
< * 9 



O 



X! 

a 



X! 



u o 



NMOOOOHNffiOOO) 
©@@©@©@®®@@@ 
co '"dTJTJ CGT3TJT3 

-a -p-p-w * g b^3 h b j* 

c3 CD CD 0>>>>}>>CJ3 >>>>>> 

^ ^^^ Q Q 4) t>) ^) Q) Q 

.S to CS o3 03 o3 o3 tS.S c8 c3 o3 

3 0.5.5. 9 o" c c 3 ere 

OOOOSOOODOOO 

inooHMiotoo -toio 

O i-i O 00 SHO 



a p h £• c ~ QW P> ^ R 



CD •! 



>.■-< 

o o. 



©OO00OOOOOOOOOOO 
OOcocoOOOOOOOOOO© 

ooNNOmorftoiooiOTtio^ 

(OHOCOiONOMl-MOtNCOO 



i-l rtri CO 



oo«jiaoooioioooioooo 

OiOBNiOMOMnOiONOOO 
^t<OOO»HC0'-iOO'-<c>)C0Tt<Tt<T)< 

©@©@©®@®©@©@©@@ 

H3 ^J gn ~C T3 *y T3 *Ti ^O" "O* ""3* 

QOjQdc3^dci™rfcj!3c3oi 

CD O (1) >1 >> C3 J^^^^l^K*!^^ 

tc o3 cS « 3 ?J.2 S5555So3c3 

o.S.9.9 D'cr3!?^f-?lrc'o , 

oooooooooSooooco 
nciKoooocjcsoOHON 

l0 03rHt-0 CO .01 CC H © !D 
^ CM ^„_„-^~- 



ooo 




lOH 


CO 

o 


O 
69 


c 

OS 
S3 



cS£ 
Q-S 

S| 
"In 

■sg 

CO t-t . 
+5 O U 

go 
H 



Public Works Department. 37 



<*-i a O 

a -3 o 
a 0)^ 

so a o 
a o o 



3?> 



o eS f; 






.a a «a 
03 ?„ 



O'S M ^ *> 

O c3 



| fl .fl- 



, o> _i? ■— _» T" t-i *"rt m 'rt **-i a; * < B 



«j « fgfe'RR" £ .8:2,3 .Ha 

a a T? "C "B C3 "3 ™ OS WJf , .£3 0) 010)' 






/-, i> _s r^ Sf ' — ' -/-■ T3 .Th .— i: i i _ — &1 w — -U fl +J -p -p jj -- 1 

2 * S~-| g g,c bS'Ss'S S = 5=1 2-* a-g-^ > 3 = 3SB M 

So^3g g M 3cid-'.i-dc;^d32"j O.S.S.S S^ O O O o~l 



38 



City Document No. 26. 



^.•o 




<o 






■* 










CN 




d~* s 

°S2 










CO 

u: 










00 






OS 
















CI 








IN 

o 






■* 










10 
co 






oq 






•0 










CO 








at 






e© 










«© 






oooooooooooo 


o 


oooooooo 





0000000000000 


O 


OOOOOO 




OOOO«)"0ON«lONO 


OJ 


OiOOOONOO 


t> 


ifJI'OOnj'JiiOlOOOCJOcC 


co 


OOOCNON 




OiOOoOOOOO'O'Ht-'^iOCO 


00 


lOt^ONCC'-iOi.O 


cc 


COHOOOOKOOOOOCOOO 


co 


OOOOMMO) 




Wt^cOOOiOCO'HCOiOCOiOO) 


00 


t-CO-fOOOCOCOOl 


co 


t» ■* CO CO 00 10 CO 


Hociao 


-ICO 


CO 


10 CO 00 10 Ol CO 




t^^cDoo coio 


■* 


■* t^p. ro 




t> 


IC 


roc-ito 10 


O Tj< 


CO 


iq 


O) CO Oi O t« 




of dm 


co 


iH lOlO 




of 




co of 




of 


of 






^ H 


f* 


¥$ O) t-i 




-r 




-f 




rt 


CO 






iO«3Ml5K30000NtO 




«>«jooinooo 




loocooooMooon 


rt 




OOOOOO 




CD(O(N^C0OtDrocON<N 




NNOOMMtiJlO 




MCOO^iOOOO^ON 


Ol 




O co <* t»< co oi 


-^ 


HHOOOHOMNOO 




oonwoon 


O 




OO-H 


hhOO 


■-1C0 100 







1.0 co O 

9& 


o 


©@©©®©@©@©© 




@©@©@©@ 


@ 




@@©©©@©@®@© 


© 




@©©©@© 


-o 


CO CO CO CO 




m m DQ 


00 




CO 


CO CO 00 


CO 








a> 


co in TfTSTSTS U4) 




'TS T3 HE) _p ^ 


~ 




73-01 






CO 


"c3 


*fl rrl -p +3 +5 S- fc- f-i *-<mm 




-*^ b b j CD CD 
O) 03 03 03 ,t) (r> 


03 




CD CD 03 


03 03 S 03 


03 fH S 


CD 




u CD CD CD CD 


a 


03^1^*1 CD CD CD CD CD CD 




CD >i >, «^i 






CD CD ^j 




>> osc: 






03 CD CD CD CD 






"" OJ CD CD CD CD 


CD 






O CD CD CD 


0) >. CD 


» oj 




>i "*H«W«*H«*H 




■^•-•S cDm«o3o3o3o3o3c3 

M-S-2 §dd 333333 
a P P.H.B-S cr a" C a o* c 




*H ^ t- CH t-t t- 






t- ^ t, 


M h h h 


t- O t- 


=C >- 




w i- u- t- t- 


w 




o3 03 o3 o3 c3 03 co 


2 






o3 o3 cS cd 




^ 03 




.r-« co c3 03 03 o3 




»3d333d 






CD CD 3 


=13 3 3 


3 d'-S 3 


>>3 




Jq ^ CD CD CD CD 






5 D* c C o* c 






g.H O- 


cccD'tjosc; 


b c 




3 d d d d 




• jh u o~~^~^ m « oi to ai m 




S m to ffi m m-P 










CO -f^ CD CO 


^3 CO 








SOOOOOONiOOOO 




OOOOOcOO 




OIOOOOOOOOOO 


-lO 




OONMOO 




Sooow^HHcomoo 




OiOOIOOciO 


lO 




nOn 


1^0002 io 


rtOnn 


CO 




ooon-too 




C. lO •* Tf ^H -1 OHH 




cn racOrtrt 








CC •lOOlO 


CN ©_ 


00 




01t*<!-ico© 




5 rH of lfcO~ 




US of i-O 






10" 


o"o" 


of 


00 




of coof 






HO 








cooq 




lO 








^ffloPHfeoac-QMS' 




SdttSS^z 




Hfeo£~o£i^ 


zSoSccS" 




O^PHfeP 




V— 'V-'^^^^s— -^^-^ '-^<^^* ^^ 




v_ '•^^•^-'-^ W ^--- 


^^ 






"~^^ '•— ' ' 




v — ' 






«4-« 






"8 3 
















T3 


co-^ 






CD ,— ' 






^G= 










CD 

J= 
























CO 


">$ 


Q„jT 




ftoT 






cw 










'd 
CC 


2^ 


a 




S rt 






2 










O-u 




.9 >> 






t>' 

OS 










d 


£ 


o « 




03 














P 




o 




1-5 






^ 














ci 




OJ 






oi 










05 




























C3 




03 






(35 












T3 
























C8 


© 




00 






-7 










00 


Q 






a 


















O 




d 




>> 






>> 










>> 






a 






d 










d 




ft 

| 




03 






03 










03 






a 






a 










a 






£ 






g 










E 


o 


O 





























O 

















O 


-a 






CO 






CO 












v 
























"B 


-c 




CD 






CD 










-C 


03 

5 


o 




p 




















«! 


PQ 
d 
a 

co 




ffi 
C3 

CD 

u 
c3 






a 

CD 

03 










pq 

a 

03 




i, 05 o a o 

a «H £ . 




d 






d - 










*. - • 








"So 

a 
















1" 




h~< •*t^' rt co CD 




<% 






pc -t* 










Is 

•" CD 
CD 


o 

< 
K 

H 


§s5 S.S 

PQ a 2 o t. 




CD 

Si 

O co 

"(3 

+Tcc 






s 
*r3 










15 


o 


-£ s as 

■s ° > 2 is 

"S -^T3-U CD 




£"J3 







10 . 

cd"^ a 

3 s£ 










-I- 3 CO 

• S « ab 




9} o S"^ 




3 £ 






^ fi M 












-. « e o cd — 

e 3 .£:;>££ 
m 




(D m 






j3 oj.SC 












3 CD. 2, 

cSroPQ 




-. 




1 






■H 










" 



Public Works Department. 



• 39 





o 




t 




00 








00 




00 




iH 




o 




CO 




iq 




l-~" 








<M 




m 




«# 






oooooooooooo 


o 


ooooooo 


o 


OOOOOlOfflOOtUOO 


t» 


OOiOOOOO 


«5 


OO^OOOIOOONN^O 


co 


irJWNOKJOO 


© 


ooON^nnooartHH 


o 


Ol rt CO O t> OJ lO 


oo 


O iH ■* rt Tj< Tf CO 00O-* 


N 


«» -*b- -H 


■* 










co eoi-ii-i co coco 


l- 






co i-i 


Si 




a# 


OOOOOSCOOS'tO 




OOiOOOtDiO 




OOCOOOiOcNOOCMCO 




lOTfNOUJHtN 




CJHNNCqHNHOOO 




OOMNhOO 




®@(§)©©©©©@©@ 




©CD®®®®© 




oo co en c© co co m 








^oSoSoS^oScSc^jjj^q} 

C3 *>> !>> £*> ^J »■** ^*> **><*- <+-< **-< 




eet 

eet 

ards 

yard 

yard 

feet 

feet 








^jjesajcjcjODotl' 




'"'^ ^ CD CO <D Q> 




W fc-^^f-.t-UtHfr H f-'t-' 




H U jj u h tn ■- 




•fh g3c3o3o3o3o3o3b3o3o3 




=S 03 -g 03 03 ce <S 




a 3 3 3 3 9 9 3 3 3 3 ,; 




oj j, « a 3 3 -j 




So-D'o'cro'crcrcr — -~ 




.3.3 3 . C O* c- C 




OOOiOOOOOOOO Is 




ooooooo 




•*OOOKOJ«jcOOOO^OO 




iCK'CiOiOOO 




CO iH tJi lO I><N "tf tcc-in >> 




CO COCO 


















So > £ Xh^2£^2k 




BSBSs§B 








_ OS 








TJh 








Cy 05 








CO 1-1 
















&1-I 








E^ 1 








O *i 








O o 








o 








ci 
















CO 








oo 








• 








CJ 








o 








>i 








a 








03 








0. 








B 

















O 








*- 
































o 
















PQ 








a 








o 








s- 








5 








* 








+3 








V • 








0) 








L. 
















_^ 








CO 








,Q 








u 








O 








O 








6^ 








**"• Ih 
























s* 








£. o 








-*J o 








™ 03 








^ 








t: o 








o** 








2; 








"■ 





o.i;_o 

ifi 

03 m c g C-^-g 

•o» '? >'> S-o 

.2 S+: os g o; -•- 
9-S; to <p 

2 g vm^m > a 

a S'S^^BS 
'.2 <S 0; gSSS.o" 

■+■? O H ri *i ^ , /ii (-> ^ 



.►a 

»»o 



-73 -t> 



& ™ M-g-S-s.-s.-e.-sS'S 

a cs S y ? i a c c=c 

a u3 tf 9 be ej cj o3 .£ +» 



0) 


= 
a 




a 


a 
— 


— 

5 


CJ 
03 


01 
Ml 
T3 
CU 


03 

-a 

~5 


■a 

a 

a 


a 

S3 

3 


5^ 

M 03 

a a 


- - 

a c 
o § 

'S S 


3 

co 

"2 


c 
> 

03 

X 
<1> 


c 

a 

c 


a 

-*- 

a 

c 


C 

a 




u 
o 

a 


V 03 


0> 

c "" 

flfl 

c 'o 
CD*" 


c 

c 

c 


01 

+-' 

a 

3 


S3 S 

o o 


CC 




"u 


M 




a 


s 


C 


e a 


3 


3 


3 3 




= 






n 


o 




>>g 


a o 





o 


























<J 


omtf 


CO 


fePfeoocomm 



< ffl a o h £ offic^w 2 S S c £ c j c ^Ps> ^ RP S 1 



40 



City Document No. 26. 



> 
0. 

SS 

_i 

a 
o 
h 



g§2 



'H - 






xOi;:c c. o -.r it 
co co in r; cr. t» co c-i it 



@@©@@©@®© 

Oi030io3?c3o3 ffi ;£ 
03 cu 03 >> *~< >> >.'~ <*- 

u-t+Ht*-. qj 03 Q3 G3 03 

O3a3o3ejo3o3o3a3o3 

.9.5.5 - "f r"? 

oeON*!Moiom 

O CO C~3 oo io »o 

t>T -rf too" 

1-1 LOiO 



-^ -t^ 4J % £ 3^ ,1 "a* 03 03 

S o> o> >> >, :>. >.C: ^'" 

<+-<* 4 ~ ,e *"* 33 Q CJ O O 0) * 
O3o3o3o3c5o3c3o3o303 
. S .2.S C C C C IT a" C 



o*oo«oooog 

a33^cNaiTt i CM'*-t<-*0 
CM^-IO l-HH rot^^ 
CC © h-TlC 



<;tcoCa£OGCW 



ooooooo 

OOOOOOiO 

OOOiOOO* 



OOODOOiO 
OU5*NNOOO 

CN (M >-* .-* CI .-i 

@@@©©@© 

to "§-§4j'd 

Li ^ ...... -. 

c3 01 >} >> >» >■- 

P* ^ 5) fl) fl3 



a o g c o* w a 1 
o +^^3 to to co to 

oomoooo 

OOOOMON 

CM >oco>o >o 



^gOZQHfc 



IO oooo 
m m~t<oco 



r-^oco 

©@© 



Saw- 
's .2 c3 

.5 1 (13 

2ocnoo 



O CD 



g 



IQO 
_<N 00 
O rH 

1 CO 



o-L,a«i 



03(32 

03 ""i 
"3.VO 

O O 



o 



o 






s-t-a.-i 



o> o 

*I 

IT cs . 

-ssis 



"S>i£ltf 



2 8 3 



f a ^ ^ i: 

O g C3 03 

82* Sis 
s o t> a 

; £ 2^ O) 03 
)h* 03 ££ 
'm m 03 mH 



03 r- Q 
> a 03 

-s.Sis 



a)S 0) <~ 03 



bo 



03^ "J ,,' 

2 £ 61) o> "3 



Sg- 

o 



-3-2-S 



"-is g.s 

is ° - £ 

to <uj> 

a §£~ 



r- s a ^ 



« <» £ £ 

oSio""" 

>T)<^lCO 

S t-,5 03 

a 



Public Works Department. 



41 





co 














CM 




o 


















CM 




^ H 




r~ 














■* 




135 




U5 














■*3< 




t~ 




N 














co_ 




co_ 




U3 














CO 




ui" 




CM 














S9 




«* 




9» 




















moooooo'OioO'cooo 


O 


oooomoooooooo 


>o 


ooooooooooooo 


o 


MOOOOOONNIOHOOO 


o 


OOO-^WOOOOOO'-"-' 


CO 


oooocoooooooom 


co 


ONMONt-NraoOiO^OOO 


CO 


o^Triococor^-oooococNio 


■* 


lOONCOcO'O'OOiOO^fOcM 


^H 


to «-c <35 cm t}< t-- t- Tfr~^^'-i'H 


X' 


«©Ot)< 






CO 


• co in ro cm co 


■* 


C^t>.CM HCCiCNNOH 


CO 


CMrHCM rH !>■-<_ ' — ■ »— • 


eq 


U3>-1 








oo 


lO 


CM 


X CO "*t- '""1 


o 


rC io 


■*■ 














co" 


■* l-H 


t-T 




CM 

«© 














9£ 




s© 


ioiooooioo«oic3:c;o«oo 




oom 


ir 


COOOOO-tMN 




OLOOOOOOOOCMOiO 




NMfiOOt-NNOHHOMO 






*-" 


TtOHOOON 




OMMNOOOOOOCICI 




CCNN t^ CM 




¥¥ 








i-H IN COIN 






h ^-ICOCMCOCM 
C# 




@@@@@@@<g)@@(§)@©@ 




@<§)<D(§)@®@(§>@(§@(§) 




@@(U@@©@@(§)@@@ 




eet 

eet 

eet 

yards 

yards 

yards 

yards 

yards 

feet 

feet 

feet 

ards 

yards 

ards 




a J 3 J 

4) -'." 






+3 

OJ 

c. 


yards 
yards 
yards 

yards 


CO CO o 
CJ Co Co 




ards 

eet 

eet 

eet 

yards 

yards 

yards 

yards 

yards 

feet 

feet 

feet 




t*4 t»* M-* ^^jQj^^qJQJJJK^QJ^". 








^ 


0) 4! to CO 


CO OJ CO 




=^"M"M"w cjcoojcocoojcjcj 




O3c303c3c3c3o3c3o3o3 C3 . ■— t 03-— ' 




S.2 S 




^ 






t- fc- J- 










- 


- 


03 


03 03 c3 03 


03 c3 S 




-^.ic c3o3r3c3r!c3c3c3o3o3o3 




"5J3J3S3S3 3£ 3X 




-o— 2 


o 


CJ 


OJ 


3 = 33 


a a a 




j2 JJ53333333- 




.5.2.9 o'c^u'rcra'^o'S 




C3.5 

.a. o;s 


5 


e 


a 


C 1 C7 C Co* 


~ .- y 




J3.SBS -rp'rp'o'o'o' 




NOOoO^OOOOiCOiONOiO 




°§§ 


Niopinf popoo 




ioO«Oi9i0i9i0K!OOO 




eSMlOHM-j C-*O0HTf 








o 


OtH 


Ot^CO 




- QC CM CO CO '-♦ODCOOOiO 




o ^ t» co aNe 




CCO CO 






CM 


CO 


■tf CN -h 




CiOffi -t NIK 




iH SO tfl> 














cm" cm" 




® ~ WW 




■-HCM 




















8§SQs©b§SS§BB2 




og^mo 


-H 


PHh^ 


^qw 




oS^booSk^ c gw 










' 




^""' 


-^w^-*-— 






W*_ov^^v_^ww^s-^-W~o^ 






















_d 








CPOS 














5^ 

CO ~* 








oj rt 




















s 05 














— C-! 








o . 














O g 








o-g 

c 














^0 








OJ 














05 






























o> 














Go 








■"-< 














^* 








•o 














115 








~* 






















3 














0. 








< 














QQ 








h 

o 






















O 














>> 






















a 

03 

a 








co 














2 








03 














o 








t- 














O 








C 














03 








o 






















g 














"cu 








>. 














N 








ai a 














O 








> 03 

o» 














> 








P3 














Q 




£ 




o £ 














a a 

a o 




o3 




oo-g 
















03 




£ o 


















02 




«« 














a , 




O m 


















o ° 




^ 8. 




^ m 














t* -^ 




•*- M 




;- - 


















.2 




& 














00 . 




4)~H 




>. .h 














o> co a 

"S 03 L. 




]1 

^ 03 




"So 

2§ 














>--a >• 

.s >* 




3s 




<1 














S a S 

§ as 

C3 





42 



City Document Xo. 26. 











3. 










t» 




-3 








■* 















e-io 

3 3^ 








OS 
O 










co 
as 












e@ 










e» 






O O O C O LI 


>.-. 


OOO 


3 


ooool-ooooooo 


10 


OOOOOOOOOOOO 




oooot- 


OOOiOiON 


^■OO 





ooooMa 


OiO 


OXOl3 


«5 


OOOLOIiOOOOiCOO 




ONOOOCO 


i-'iOTi'ciO'ii'onu'] 


CM 


O O M CO tH !N O N 


,-f. 


N CO N 


3. 


Ol:NOOON»u5NOt|i 




U3 — X — '3 -) 


Hrt-JSL'JL'; 


■M — 35 


ao 


■*? C) 




t^-rc : 


oa 


CO »-* HTj'TfSMNOHT? 




MO OS 


O TfCNC 





■* 




o_ 


■* 


CO !M CS«-l CO 




e©pj 


:m" 


N 











^ H 


«5 


C5 




OOOlOlOlOOO 10 IO 10 M ri iO 




U? O O iO 10 O 10 


QNOK) 




O O l*t iq ro O 13 13 ic O h44 




MOOMN^OCNXBiONJI 




IOOKMCON300MW 




OOKKOONMN'-iiCO 


6 




rt-HCN.-< 






— "*00 


HN 


^ 


OOO 




CKOOOhwhKNOO 


O 


11 S = SSS = SS.= SS.= 




Hill 


@@@@@@ 




@@@@@@©g)@©(g)© 


o 




















K3I » I BK 




33 £ 


■3^-3-3-3 








■ca-a 






M 'VS "3 "3 T3 ^ _, 

Z O0O^"^"^^^w 
03 ooo^^i^^-^ >-*— 


03 

a 


-p"p .w-w 
m c3 c3 o 


^ - - t- t- t- 
■--....".. 
>. >> >i >> > 


i- 0! O 
0) CD 03 




"3 +J +3 -^ 
- tj O O O 

» 03 OOO 


i - t, 

S S cj 


OOO 
OOO 




■g 


g >>>> -- 


"" o 


000 




O >i <*-<** **H 


O O 




OOO 




■^ «H*M*< OOOOOOO 


H 














.- 






Ut-t-t-h-Ut-tHh.h. 


-5.S.- „ c3 c3 


— t3 ri 53 Ci C5 


03 CS C3 




-•^.3 K 03 03 c3 


03 £ 


03 






.aoiC3c3r3SrireiSe3o3e3 




ir?-? i.11 


2 3 3 3 3 3 


3 3 3 






r = 


= 


3 3 3 




-3ej;SS3333333 




.SriJBr 






a ? 3.S.S.S 


r 3 




- r r 




aoaaaQ-^-^-^^^-cr 






















Ohj^^3^J (e m X tB CO 00 cc 




>o«)OOB;oo?:ooe 


OOO 




iosceooooooo 




1O1OOOOOOOOO0O 




S T? rH <C O 


CfOXK 


CO ' Q X 






^l>T" 


■* tN ec 




c^co-^'Trocicc'OtNO 




SM I> 




oco.cq 




3:0 ac 


C<1 




CT *hh rH 




to 




oe-f t>l" 


^-T 


-To" 




® 


tH 




rtlO 




(N 00 




Ph 




^H i-H 




Ph 














c§§S<£ppSSp->< 


ssS 




OgS-?goPfe 


f 


qoQ 




§S5£§&SSfe^.2£ 




" 




















"3 










•3 










T3 


~ 






















g_^ 


O 








-a 










.3 
























Oh 






















■- o 










a 










a 




a 








a 










tc 

a 




a 








& 










P 






















OS 




O) 








OS 
































OS 




oa 



















1-1 
























•g 




















N 




O 


















CM 


03 


cn 




















P 




m 








-»3 

O' 












O 




, 








a 










g 




a 



















O 













O 










O 




O 








M 










a 



° 


Ml 

a 








.9 










+3 



-5 





















3 


-3 



os 








c3 










u 






















a 


03 










a 










& 


a 






















<J 




°>; 

a 
<s 








O 

>> 

a 
•s * 

la 










O 

- a 




* ft 
















a c- 
" 













K 










O 




r_ O ^3 

-■ O - o-= 

pa a? 

a s rt 

o.n g C 








u 

O 

>> . 

0}*> 










a 


.9 


< 
« 
Eh 

z 








a£ 
.« 

S"3 

2§ 










e"3 

- — 







3; O HJ O 

•-.5 « 

h O <U k 
03 O (D X» -*3 








ja 3 

a ■■ 

£ 2 5 
«°1 

1: 

0*^ 










is 


£ ttl 

O 

a 
ois 

a 



Public Works Department. 



43 





SB 






<N 








-* 




C* 




oo 




tc 




O 








o 




oT 




<N 




«# 




se 


oo 


o 


oooooooooooooooooo 


o 


©"3 


■* 


OOOOOOU5U50000000000 


o 


ON 


«o 


OOOOOOINNCOiOiOOOOOOO 


lO 


O-H 




o^ooicmf cn^mt o oi"fi/jX 


oo 


00 


©_ 


tOOlTO ■-< CO (N OO^^t^-'-t OlOt* 


U3 












W 


CM^- — M CO CO C3 >-i00 


•<J< 




* 


9Si-< t» "-H 


6© 


~*U3 




COOOOOi.'MOOLOiOOOONOO 




(NfN 




OfOOOONNNiONNOOKIONK 




OO 




Hi|inNn0O00MNN' 4 0OO0 
9& 




@© 




®©©@@©©®®®©©@©@©@ 




a o 




tc to K t. "3 "C -0 "0 "3 "6 ^ 43 ^ 








£ s3 s3 s3 c3 o)aio)>i>)>i>)>i >><*- <*- ■+- 




a o 




Q *-"j **i £*> ?*i "* t '" ,M ol»DOfl)OOOfl) 








bl (1 f, „ (J J-jHt-ffcH^^t-UtHtHt- 




a °3 






3 3 




►AlS,Q.fi.O a»»SS3S3333S3 




crcr 




a 3 3 s s o.S.2.5 JCffffffaffCd 




oq m 








OO 




Soooicooooooooocooo 
xoooMioooosfrrocMo;; 




0"-o 










COtO COM 00 O^ O -tf SC 




oo 








gg 




o 3a< 2~S < e c c -2k £"£ o ^~ 2 








-a 








o 
































a 








tc 








a 








t3 








05 
















OJ 








^ H 








to 








> 








o 








Z 








c 










o 
























S3 








§ 








o 








Q 








§ 








o . 
















si 








s.> 








-tf 








0J O 








3-w 








a a> 








<u 3 








> a 
















•X S3 








•3 a 








Oh J 








©'■S 








■3 2 








&ft 








ft 







ft . 



S3 O 



>■ -3' 



a> 



■a olS 2 5 8 «-i-H =3 "^ o 



•s 2 






3T3 



tc~- 



Sb53 



fl'aJ^ ft-§ 
SjtSSB g'3' 
£ 3 S'S'S"5 — 

-3.3 T3 £ t. O C 



■£■§ M§ 



a 3 

"2 .*£ s 

IS* 



'y el u ^'o) 



?3. O i 



a"39 2* 
2 3 gS" 



fl3S3-23«Ci.£3 



UJ.3. M C..5 3 



I Of 

!5k 



S3 §==.2 

O O* t. r- -.- 



3 3 
S3 033 



?eoQK£'6MS'^£'3SS'o^5 ; 5xP£>^R?g< 



44 



City Document No. 26. 



CO 

-a 

o 
o 





W5 


t- 






-u" 


■* 


co 




§ 1§ 

2 &2 
S a 




iO 


ti 


'o: 


t^ 


C 


CN 


CO 
OC 






95 




o 


Tj 


O 


o 


o 


■* 


o 


CO 




to 

00 


oo 


lO 


■* 




q 


'-SO 


t~ 


o 


CO* 








"*< 


W 


« 








C 












c- 






^ 


2 


<? 






o 

is 


to 


10 








> 








o 




12 


c 

C 






t* 


TJ 


-= 


-d 


Ml 


03 


a 


» 


o 











a 




£ 


o. a '2 




£ 


£ 


U3 




o 


c 


c 




CJ 


O 


& 




o- 


a- 


oi 












~ 


c- 


m 


T3 






'- , 


03 

Q 


t~ 




N 




CN 


CXI 




>> 




CS 




-*^» 








" 




?; 




o 


O 










-M 










13 










T3 










t~ 










03 










> 




















<?, 


c 


> 


1 >> 






+3 




'S 


| 


u 




O 


X 


X 






c 


o 




£ 


C 


Q 




■"- 


i- 


1-3 












■♦- 




'S 




f£ 


- 


o 






a. 


■*= 






a 


<v 




c 


i- 


3 








C 




Ct 


^. 


§ 




a 
a 


% 










-p 




-*- 


C 


0> 


E^ 








O 




-*- 


§ 




w 


a 


•§ 


H 

z 


£ 




03 


o 


c 




03 


O 




K 


%u 




d 


a 






a 


. £ 


9 o 






cl c 

O t- 










-m . 




^ 


o * 






r 


ffl I 
5 -s 


|'S 




£ 


2 +5" 




ft 




H OJ 






"3 > 


> 9 ?■ 






° X 


1 O t* 









cu "J 




ft 


U 


m 















IN 


t 


o 




^"« 


CO 


o- 




2 §2 


a 


c 




Tt< 


s 


Tf 


>- 




!--_ 


S a^ 


Tf 


CO 


o 


V 


9= 








c 


c 




13 


<N 


•* 


CN| 


03 m 


0C 


(N 


Ol 


CM 




CO 


£ o 


oc 


5 


CM 


•■CO 


CO 


■* 


o" 




91 






w 










a 




O 


^ 


o 




05 


o 


c»- 




oo" 


"o 


>> 

03 


6 
tu 

Q 


0) 


~C 


T 


-o 




a 


a 


tu 


M 




x 


+^ 


O 


a. 


<D 


£ 


"5" 'P 

B y= 


S 




c 


c 


o 




C 


t 


O 




- 


a 


CO 












a 


a 


CJ 










-6 








Oj 


lO 


oc 


m" 










o3 








c 















bi) 




a 




s 


< 


<! 




c 










C 










.=fe 








O 


> 








-d 


a 








T3 
03 


ct 


c 




p: 


£ 




& 




-*- 


-G 


<; 




ct 


O 




E 

e 


< 

P 


I 




P 


S 


03 

>-5 




"a 


^- 


"S 








OJ 








Ph 




f£ 


| 






c 


^ 






a 


"c 


is 




E 


c 


o 




a 
> 


^ 


O 




a 


c 


CD 




- c 

ct 


+■ 


■3 




i 


OJ 






c 


> 


h 


"c 


a 


c3 


o 


c 






«c 


c 


ct 


C 






:: 


.2 


fl 


c 


^ 


2 

O 


s 




O 


a 


£ 


(2 


1 




c 


£ 


£ 






c 


- 








<U 




X 


"*■ 


1 "1 




ct 

c 


! 






^ 






ct 

c 


"S 


2 g-8 




t- 
a 


cj -^ 




> 


^ Q 


O ? o3 




^5 


m c 


bW 








03 




'P 


ft 


fe 




~* 


-H 


-- 





Public Works Department. 



45 



CQ 









CO 


-* 


oo 


c 


> 




C5 


rt 


CO 


i^ 


c 


5 


0^ Oi 


<N 


«o 


OS 


CO 


if 


5 


°§2 


CT> 


CO 


CO 


o 


o 


1 


O 


r> 




>o 


a 


1 


E Q-1 
h x a 


to 


o 


r-" 


■* 


ij 


r 




o 












oj 
03 4a 


<N 


>o 


to 


o 


c 






CM 

o 


oo 


o 


5C 


1 


3 CO 

S O 


o 




•* 




t> 






as 


o 


05 


c 


1 


•■SO 


~H 


OS 


r-" 


CO 


c 


i" 


H 


e© 








o 


1 








os 


O 


CT> 






o 






co" 


Q5 
<N 

c-q 


OS 












M 


>, 


^>> 






o 






a 

<; 


"5 

1-3 


3 

*-3 






HI 


-a 


T3 


T> 


T3 


T 




M 

o 


x 


oj 


OJ 


OJ 


a 




£ 


'a 


"a 


"H, 


"o. 








<a 


£ 


£ 


s 


«c 






a 


o 


o 


o 


C 






P 


O 


O 


O 


^ 






05 


03 


OS 


ai 


c 




















OS 


Oi 


oa 


OS 


r 


















-d 












OJ 


oj 


o 


t^ 




t«T 


c< 


13 












IN 


-3 


o3 
Q 


43 










In 




Fh 


>) 


>> 


>> 








03 


03 


03 


03 


+ 






§ 


§ 


£ 


<5 


c 


is 


















































































T3 






















OJ 






















■d 






















u 




>i 
















03 




C 
















V 




03 
















03 


o 

OJ 

-0 


ft 

E 
o 
O 


>> 

a 

03 
Q, 












T3 

a 

03 


03 


-i-3 
u 

3 


a 
o 
O 










> 


g 


<! 


o 

o 


_o 










4: 


OJ 






6 


ci 





> 




£ 




a 


a 


e 


-a 




a 

43 

O 

>-> 


03 

d 


OJ 

*-. 

o 

O 


OJ 

o 
O 


a 

E 
33 
1-3 






*i6~S 


+r 





o 

o 








•2 oj£ oj*> 

_r t-* tn oj 
o **.£-& 

t, _;3. o ^ 

-2-§m£ 


0) 


s 


"* 








a 


o 

o 

lO 
Oj" 


3 
O 

03 


OJ 

n 

a 
c 






£ 

3 


a 
a 

oj 

03 


OJ 

a 
a 

> 


> 

OJ 

= 

OJ 






43 ^ Mm 


o 


cj 


03 


Q 




h 


oo-£fflt^ 

OD ..0-^3 O O 

62~3 "^ 


03 


a 
2 


OJ 







< 

iz 
o 


Oj 


o 

ffl 


a 

43 

S a 






o 


g 
o 


t* a 

go 

a« 


o3 J2 

g« 

-M OJ 


E 


+3 






o o"5o"23 


ra O 


o3 -*j 


0Jj3 








*>PQ 

fa "3 

-»J o 


a S 

-2 * 

^a 
a e 


OJ -*J 

m ° 

la "^ 


03 
T3 






Ph 


H 


m 


CO 


£ 




1 


-1 




- 




— 




^ 




*1 





46 



City Document No. 26. 





-c . 


_, 


as 




os 




00 


-f 










■* 




CO 


oo 










■P 0)01 


















5-vZ 


oo 




■* 




OS 


tij 






3 d 03 

2« H 


"5 


CO 


00 




CO 


d 






cx 


00 


iH 


■* 


S3 


13 






Sfts 


os 




-*" 


•* 


of 








^h 


/: 


CO 


t~ 




CO 


o 






m 










fc 






-o 


lO 


o 


o 


o 


in 


o 






CD 


r~ 


o 


eo 


oo 


O) 


lO 


























00 


W 


oo 


00 


r~ 


OS 








CT 


OS 


-* 


(M 


oo 








.H o 


— 




w 


co 


CO 


00 






^o 




oo" 


t^ 


■* 


r-" 


N 






w 


cn 

7. 


CM 


i^ 




CO 


CO 










OS 


OS 


OS 


OS 














OS 




















OS 


OS 


OS 










o 






rH 


rH 














o" 

CI 


of 


00" 


co" 














a 


ci 


bi 


^ 










"o 




as 

G 


3 
-< 


OS 

Q 










OS 


■c 


T3 


-a 


T3 


-d 


T) 






O 




CO 


OS 




as 


01 






,e 


<D 


OS 


as 


as 


XI 
























Ph 


'E 


S 1 


~a. 


a 


a 


a 








!C 


a 


d 


B 


a 


cc 








c 


o 


o 


o 


o 


d 








& 


O 


O 


O 


Cj 


& 








c 


as 


OS 


as 


OS 


OS 


























r 


Os 


OS 


OS 


cs 


OS 






-a 


ec 


c 


OS 


OS 


m 


■* 






c3 












Ol 






Q 


a 
c 


>> 


>, 


>> 


a 


> 














o 










"5 


"3 


3 


OS 








£ 


>-> 


H3 


>-> 


CO 


















>> 
























a 
























c3 
























0, 


























ci 






















B 


a 














>> 






O 
















a 






o 












O 




03 

a 


a 
a 




>v 










T3 




S 
o 


o 


U 

o 










-a 


> 


' ° 


B 


3 


a 


as 






tH 






o 


tH 


o 


j= 






o3 


c 

i- 
a 


o 

o 


O 

"S 

03 

a 


o 
O 

"3 


■8 

'3 


o 
pq 

3 








% 


c 

-d 

o 


pq' 


a 

as 
O 


1 


as 

"3 

o 








< 


M"« 


S 


o 


as" 


a 








-a os 


03 




o3 


03 










•g g 






3 


J3 










1 .ard 


1 


as 


<y 


o 












is 


03 


O 








c 


■3"E 


3 




Q 


OS 
















o 
as 










- 


d o 
arc 


as 

as 


m 


Sh 








< 

c 

a 


-d 03 


Li 

TS 
C3 


d 
JA 


3 

O" 


OS 

M 






O 

K 
E- 




a 
i 

< 


J 'o a 

l Ph g 

? s« 


O 

O 


O • 

a 

o a 


"3 

as 

o 


^2 

a 

03 

Od 

d & 
§3 






O 


wn. 

set, from 
York, Ne 


o 
a) cr 


■p'cs 

0) - 

£ as 

m t-. 


o 

as 
as . 

is e 

m O 


t, CO 

«n as 

°* S 

SO 
> . 
03 'a 










10 is fe 


CO ™ 


Cm 


13 as 








■: 


!"m co as 


O 




o o 


^ - 










5.S k£ 


1-s 

B >> 

cdPh 


TJiJ 


%m 


o -g 








C 


Char 

Summe 
over 


o 


'd 03 


0) d 

■d g 








c 


co^- 1 

pq 










** 


•■* 




" 




H 


- 


- 







Public Works Department. 



47 



o 
c 

c 

> 

o 

E 



£ o.^ 



2 2 



W W H W K H H 



OS 


- 








C. 


03 


~ 


~ 


-- 


r. 


a 


- 


3! 


oo 


oo 


X 


cc 


00 


X 


oo 



+3 — — 



£ S £ 

u o 0) H 



o o o o « 



O Q Q G 



mp?** i- -j: t~ 



£ £ £ Z £ £ £ 



X OQ 73 DQ 



48 



City Document No. 26. 



H 




U 




HH 




> 




« 




W 




tfJ 




o 




£ 




1— 1 




i> 




<tl 


tfl 


Ph 


s 
o 


J 


o 




c 


1 


ei 


fc 




o 


u 


1— 1 


M 


C/J 


£ 


HH 




Q 




>H 




< 




t 




K 




o 





w 





fr- 




iO 






CO 


s 






^T3 


ee 


CO 




02 


s 






CO 


•* 


b 


-f 


r 


3 1 


(M 


* 


p 





C 


a 


© 




*£ 


10 


<d 


1 


od 


in 







cc 




<^-S 




<N 


O 


10 




O 


m 




£ 






Z 






O 


O 





c 


■* 


"d 


o 


o 


O 





c 


■* 


o 


o 












03 -4-> 

as 




(M 


O 





1C 





o 


CM 


1C 


10 






r-H 






•* 


oc 




'-go 


O 


CO 
CM 




10 




c 




H 


IN 


















03 




d 




6 












(N 




CM 


^ 






05 




03 




CD 


o 






CO 




,_J 




^ 


£ 






rH 




CO 




CO 


"o 






bib 

3 
<1 




d 

03 




a 

03 
i-s 


01 


T3 


T3 


T 


-a 


— 




u 


OJ 


V 


OJ 







OJ 


M 

o 


.c 


0) 


X 


ip 


^ 


2 




'3 


"a 


•j: 


"E 


'E 






qd 


S 


op 


S 


up; 


a 




C 


o 


e 





c 







P 


O 


P 


O 


^ 







CO 


CO 


r 


OS 


CT 


oi 


















co 


co 


- 


o> 


a 





■tt 














03 




CD 


oc 


iO 


«■ 







— ' 




1-1 




CO 


Q 


03 


>> 

03 


s 


> 

c 


"8 

O 




^ 






e 


s 










O 






c 













« 




















a 

03 






c 
_c 


1 










fc-. 
















o 


H 






5 


§ 






















0) 

-a 

03 

is 


>> 

u 

3 
-O 

* !>, 
° 3 
« 03 

a 


CD 

o 

pa 



"3 

o 

b 


1 | 
" O 

|p? 2c 
q 


c 
c 
a 
C 

< 


-2 

03 
M 

.a 

CD 

«: 

Ha' 




M-e 


m 




-C 


4- 


0) 




a a) 


o 







c 


5 




■G £ 


03 




3 


E* 


"o 




a 0> 






a 








t« tt 







p. 









l| 


OJ 




c 


s 




SO 

a ° 


3 




OJ 


b 


a 
° 1 




<u*> 






h 


p 




cu 














03 2 


fa 




-.-o 


C 


1, a) 


cj 


03 S 
T3 03 


r2 




a K 
•"a 

.9 M 


a 


a 


« 1 


,fi . 




a 03 

OJ rj 


c 


^i4 


ts 


OS 








"o3 


H 


bl 5 


I 8 " 






^ 


o 
O 


Us 

Ssi; 

a>a . 

K«3 S 


> 


> a 

03 03 
• ft 03 

Is 
§§ 

.-a § 




1 




-4-3* W 

gj 


a 

a 
C 


c 




•s 


a 

03 




-u bO_Q 




a 


< 

•*- 


£ 




OJ fl X 

H'ltf 




> 

c 

F- 

C 

a 

t: 
t 


a 2 


b bo 
a a 




g§£ 


OJ O 


•a 6 


a 

p 
a 


f ' 3 ^ 
6 ^-& 
tf fi>'3 




c 


) 


c 




c; 


P3 


C 


p: 





Public Works Department. 



49 



H O 

i-i w 

£ a> 

<J 2 

cc § 

E 

fc c 

o > 

£ fc 

>■ fl> 

H .5 

**< s 

m o 

o 

Q 
< 





on 


(N 


'sO 




<* 




^ 




co 


o 


00 


■* 


(N 


O 


t~ 


CO 


*n 


t-- 




t^ 


■* 


r- 


l> 


a 




•* 


l*g 


lO 




CM 






(4 












fa.2"0 

IB 3 o3 


t~ 




t> 


CO 


o 


■* 




OS 


O) 




,_, 








<M 


.goX 


e* 










Ph 














d 




© 




d 








?! 




<N 


J4 






a 


OS 


OS 












o 












£ 












co 


CO 


co 


co 


CO 




c 


a 


a 


a 


a 






or 


a 


a 


03 






Hi 


Hi 


Hi 


H5 


So 


T 


* 


T 


T 


T3 


a 


a 


a 


a 


V 














a 


a 


a 


a 


OJ 














S 


ft 0. ft ft 0, 




S 


E 


E 


E 


s 




c 


c 


c 


c 







O 


U 


U 


U 


O 




G- 




CT 


a 


01 
















CT 




a 


C 


OS 


T3 


■- 1 




1-1 


1-1 


1-1 


OJ 


O 


a 


o 


o 


o 














Q 














X 


x 


X 


x 


-O. 




a 


a 


a 


a 


09 




fa 


fa 


fa 


fa 


fa 


o 




























TS 














c 










T3 








a 














53 
< 


c 

c 


1 




e 
SF 




L 


T 


f- 


F> 


2 




(c 


c 


c 


C 




>■ 






2 




X 




































c 










(E 


* 


£ 


£ 


s 


H 












O 
























« 












H 












to 
























Q 


C 


i 


f 


1 

! 






c 


• 


• X 


s 


b 


















j s 


: c 








pi 


• 1 


I P= 


5 P- 
> a 


1 OJ 

> -s 






i f 


n i 




1 s 




a 


3 " 


s * 


■ s 




> 

5 



3 x 



P,.2t3 

n 3,» 

Pi 



i-i m to oo oo 
to io cm co to 



co t^ to 



IN CM. <N CM CM 

cs ci os ai cs 



co co co co co 



a s a a a 

o o o o o 
O U O O O 



OS OS OS OS 
OS OS OS OS 



fa fa fa fa fa 



Q S 



B ffl ^ Q M 



50 



City Document No. 26. 





-a" 73 


CO 




o 




o 


O 


o 








CI 

o 


o 
o 


O O US 
O U5 I- 




2 »H 


oo 


lO 


•O t^ t~ 




£ a" 


t^ 




CM O 






93 




(N 




TJ 










o 


o 


o 


o o o 




"S-s 


CO 


o 


o o o 




a o 


,_, 


o 


O "5 O 




■3o 


¥$ 


m 


10 i> o 




w 






Th 






© 


o 


2 ® 








C] 




OJ ^ 






O 


CJ 


o 








£ 


CO 




43 co 

2 >, 






o 


ri 


'in 

ft 


03 03 






ra 


Hj 


«! 


% s 






co 


■n 


*~ 


-a ts -a 




H 


CD 


01 


OJ CD 01 




bO 






*. .« J 




O 


Ol 


01 


CD CD "5 














Ph 


'a 


ft 


B 1 9 1 h 






a 


a 


s a <s 






o 


o 


O O 13 






o 


O 


O U t> 






ci 


(35 


c» cs i 
















as 


05, 


C5 C35 05 














-o 










s 






lO "- 1 CN 




03 




<N 


i-( <M 




Q 


43 


43 

&H 


Mar. 
April 
Dec. 


to 




















3 




















O 




















01 




















C 




















S, 


o 
H^> 


















"3 
o 


T5 
CD 


Jsj 


.9 


^ « M 

.9 .9 u 


CO 

i 


■0 
oj 

is 


"3 


03 


Mart 
Mart 
irothi 




< 


< 
43 


B 


a a w . 






03 


03 03 CD 






a 










0) 










o 


J* 


% is ,3 






3 


43 
+3 


CD 
> 


43 






o 




O 








S3 


o 


o 


■ 'S 






> 


- 


43 


. -o 






43 


<u 


U 












o 


03 






.9 


43 
03 


fc 


: ^ 






-§ 


CO 


d 


(Hi 
CD+i 






03 

t3 


d 

O 


ivisio 

ard. 

Sew 
stree 






d 

03 
DQ 


'> 
P 


>> & * 03 




CD 

2 

CO 


03 
03 
CO 


'3 


Sanitar 

Sanita 

nitary 
nt, Alb 




P 


43 
1 


03 


ble, ! 

End 

., Sa 
rtme 






O 




03 43 » « 






fc- 


O 










o 


"S "5 CD © 






g 


(-1 


«-l ° -P 

T3 tn 






a 


"tS cd 


■m >« CD 4c 






03 


03 4, 


9 o _e h 






Md 




epairing ro 
street, 
epairing ro 

emoving s! 
Public Wo 






a c 


d cd 






11 

OD^ 5 


03 fcc 






go 






tf 


Pi 


05 PS Ph 




1 








» 











fc a 


— 


e, 03 

CD 


4) 


>> 


Cd 


CD 


5 


ft 






4) 




O 




u 


43 


O 




U. 



Sft H 



as 

■43 O 



h o 



Public Works Department. 



51 



H 
O 

> 

H 

CO 

O 
55 



a 




55 


-4-1 

a 




u 


o 


L. 

■w 


fe 


C/3 



55 


Ml 

C 


H 


~ 


•-> 


O 


L> 


■a 


H 


c 
ed 


W 




K 


w 


« 


u 


H 

CO 


-fcJ 




es 




£ 


£ 




o 


c«- 






Oi 

I— i 
> 


n 

-i-i 

u 
SS 


4-H 

Q 


U 

M 


I* 


_c 


« 


JE 


< 




H 


c 


i— i 




55 


3 


< 


LL 


CO 




Q 




55 




<1 




« 




H 




► 




a 




CO 





^^ 




o 


i<5 


a 


o 


o 




-* 


a 




£ ft- 


5 

00 




CN 

>o 


3 

30 


co 
ac 


o 

IO 


-* 


JC 


CN 




O) 


is 


c-< 


X 




OJ 


-*• 


CO 


co 




ic 


C) 




« 


C 


O) 


«3 


es 


•<j 




■3*9 




s 


CO 


CO 


CO 


ie 


>o 


« 


ci 






oi 






















>> 

03 




CO 


c 


o 


g 


a 


c 


X 


CO 


o 




o 


~ 


»0 


= 


5 


X 


o 


os 


C) 


c 




P 


J3 


co 


X 


a 


OS 


i> 


o 


r~ 


t- 


t- 




u 
O 


i 

o> 


¥i 




1-1 






"H 










ft 


5 






















u 


H 






















03 

o 














































h 




CO 


c 


o 


o 


o 


c 


X 


co 


o 




o 
ft 
o 

o 


o 
6 


OS 


a 


a 


o 


r. 


c 


OS 


CN 


c 




Si 


00 


o 


X 


x> 


X 


t~ 


t> 


t^ 




*Zh 


S 






















PM 


H 
























o 


o 


o 


c 


o 


c 


o 


o 


o 






<M 


c 


- 


<N 


ff 


B 


~) 


c 


o 




^i 


a 


o 


~ 


Oi 


a- 


OS 


— 


a 


o 




o 






















£ 






















CO 


« 


co 


K 


:■: 


co 


co 


CO 


?: 




"8 


a 


c 


a 


c 


a 


a 


a 


a 


a 






03 


03 


03 


- 


o3 


03 


03 


03 


03 






Hs 


1-5 


i-j 


i-s 


i-s 


>-s 


>-: 


1-S 


I-! 




o 


— 


T3 


X 


T3 


T3 


t3 


Tj 


T3 


■c 




bfl 


a 


0J 




OJ 


a 


CO 


0J 


q 


OJ 




o 




















0J 

•a 


CD 


03 


CO 


as 


a 


CO 


0J 





a 
























Cnftftftftftft. ftC 


"2 




E 


E 


5 


B 


s 


5 


E 


£ 


£ 


IS 



















o 


c 


c 


c 


3 




O 


U 


U 


O 


O 


o 


O 


O 


O 






















^ 




B 


















_o 






o 


OS 


c 


a 


OS 


OS 


as 


o- 






— 


















o> 






5 


a 


T 


o 


r 


0! 


c- 


©• 


JS 


•B 






















OJ 
03 


10 


>o 


IO 


>0 


>o 


IO 


W3 


»0 


IO 


s 


. G 




















T3 






u 


t- 


h 




u 


Eh 


c 


t- 


OJ 




ftftftftftftftftf 


< •a 




< 


< 


< 


< 


<1 


< 


< 


-^ 


< 


t. 

03 






















> 






















0] 






















T3 






















a 








c 














03 








a 














T3 








— 














0J 


o 






c 




c 

c 










.3 


a> 

T3 

M 

03 


c 
c 


1 
It 

5S 


PC 

"c 
a 


1 

r 

c 




1 

2 

c. 

5> 


■5 

C 

i 


a 
1 


B 
c 


c 

oi 

.1 

u 
u 

6 


0J 




PC 


>- 


3 


K 

PC 


p. 

i- 


oi 

< 


PC 


It 






— 












































"t 






















c 












c 










iz 


~ 










'? 


.£ 








a 


c 

a 










s 


c 




















oi 


^l 








a 

c 


£ 








c 
c 
£ 


s 


> 

5 








c 


a 








oi 


J= 






h 

o 


c 


£ 








■^ 


1 


? 






5 


— 


PC 








"C 


£ 






h 


c 


T 








= 


oi 


n 
* 






Eg 


oi 


P 






> 


. * 


X 






Q 


c 

c 


« 


c 




s 


l- 




^ 






-*2 


c 


& 




-f 


■g 


c 


— 


"S 









Jr 


c 






a 


t; 


c 


.* 






c 

BE 


.1 


a 
J5 

u 
o! 

t 


c 
c 

| 
E 

PC 


c 

PC 

1 1 


1 

c 

c 

o 


c 


1 


P- 








c\ 


c 


T( 


If 


ec 


t- 


■ a 


"Z 






c 


c 


c 


e 


c 


c 


c 


e 


c 








iz 


iz 


iz 


iz 


iz 


iz 


2 


iz 


2 





52 



City Document No. 26 





t- 


CO 


at* 


CO 

CD 


CO 
CO 






■* 


TH 


^•S 


«© 


■<r 


^ 


>> 


^j 




03 




o 


13 




•c 


OJ 


a 




ft 


M 


« 






a 


r^ 




H 


CN 

e© 


O 

O 

to 




CO 


CO 










CO 


CO 


M 






u 












£ 


N 


CO 


'o 


> 

O 


H-> 


m 


% 


O 


o 
H 
M 
O 
H 


T3 


■V 


OJ 


CO 






OJ 


V 






Ph 


ft 


a 




S 


a 




O 


o 




O 


u 




CO 


CO 










CO 


CO 


T3 


»"< 


»"H 


<V 


IN 


■* 


03 






Q 


r-H 


fl 










ft 


ft 




< 


<J 












a) 










>> 

d 








h 




ft 


o. 


-tJ 


a 

o 




13 




IB 
13 


O 


J53 

o>, 







CI 


£ 


03 


fl 03 


<! 


O 


03 ft 
.2 3 




w 


SO 




pq 


<! 




M 






fl 


o 










ki 






3 


03 




50 


h 










a 


^4 










2 






B 


ft 
















B-a 


o . 








En 


<u 3 


8 CO 




0) fct 


S, fci 


« 






Eh 


m o 


fl2> 


fc 


11 

.Si? 


O 


03 -g 
a> 3 




ftcc 




•H--3 

B 03 


°T3 




13 fl 




o oj 


fl o3 




CJ M 

ft 


03 M 




HJ. 


OS 




'-fl'o 


■a a 




■2t3 






S a 


« Q. 




3 s 


3 m 




s 


s 




•H 


M 



« 
H 



Q 

fcH 

<! 

Ul 
Q 

iz; 

« 



CO 



C5 
X! 

J= 

O 

CJ 

u 

M 
C 

"£ 

c3 
CD 

o 



_^,t3 


co co co oo 


CO 


1? 


t> 


CO CN lO 
O O ■* 


<N 


Tt 


O t- CO 


<N 


o r- 


.•>*>! 


O 


<m s 


cc 


c 


f 


■-H 


O 


at i- 




^ 


1-1 


TS 












M ti 












CJ 03 


if 


If 


C 


if) 




ft>H 


t- 


If 


t~ 


t> 


lO 


"> .-. 












o 2 












X3 


S 








PhJB 












O 














o o o © 


o 




CN 


c\ 


ev 


CM 


CN 


-a 


CO CO CO CO 


05 


u 












o 












* 












c 


CO C 


CO 


CO 














o 


c 


c 


c 


CI 







a 


a 


s 


S3 


o3 




t- 


I- 


i- 


t-a 




a 


T 


X 


t: 


■a 


-a 


bo 
O 
u 








c 


a 


OJ 




H» 










g 


i 


u 














f^n 


"ft ft ft ft 


ft 




£ 


£ 


£ 


S 


B 




c 


c 


c 


o 


o 




C 


C 


C 


D 


a 




- 


c 


a 


CO 


CO 



















c 





CO 


CO 


-d 








1-1 


1-1 


+j 












03 












Q 














X 


X 


-C 


.o 


43 




c 


a 


a 


a> 


CO 




ps 


p£ 


Pt 


Ph 


Ph 


o 
























T3 


a 


a. 

c 


a 


OJ 

o 


cj 






s- 


f- 


h 


t. 


T3 


c 


a 


a 


OJ 


OJ 


t* 












S3 


ff 


s 


£ 


Ph 


Ph 


hi 


(J 


^ 


i-q 


►h 












tn 




CI 


a 





CD 






E 


£ 


£ 


a 


a 




cc 


K 


c 


03 


03 




t- 


i-: 


•l 


1-3 


1-5 










ci 














o 




























s 














.S 




























*Sh 














P3 














13 














C 














o3 














>> 








S 






3 








c 


q 


CO 

Ph 


J2 
O 








+J 


a 








fr 
o 





1 


0J 


P5 






s 

Eh 
00 




O 

73 


c 

Q 


> 

13 


03 

PQ 






Q 


T3 


§ 


M 








c 
03 


a 

fl 


> 


03 

pq 








fl 


o 


9 










c 




X 


~6 


OJ 

ft 




*£ 


e 


c 


a 




o 
pq 


pq 


P4 


O 

u 




^ 




ja 


ft 


















3 




3 


>> 







O 


£ 


O 


H^> 
*CJ 




ri 


CN 


CO 


•* 


iO 




O 


O 


o 


o 


o 




z 


y 


& 


* 


£ 





Public Works Department. 



53 



u 
td 

u 
a 

I 

t/2 



Sa, 

< * s 


c- 




io 








c 


o 








"; 




IN 








CM 




<N 


co 
co 


CD 
03 


l> 


m 
•* 


id 


t~ 




ro 


~. 


CO 


t~ 


Tf 


U0 


t> 


CM 


"* 


OB 


IN 


c 


o 


■* 





<N 


»-* 




CO 


lO 


«: 


<N 


CO 


CN 


CO 


O 


S» 
















" 


ai 5 -d 




















Cost as p 
Quantitie 
eluding 
Furnishe 
City. 




















o 


»o 


o 


c 


O 





O 





O 


o 




lO 


G 


o 





O 





O 


o 


t^ 


o 




CO 





T* 


t^. 


>o 


>o 


o 


T* 


« 


CO 




■* 


l> 


a 


fr- 


°i 


© 


c 




o_ 










13-0 OJ2 
c3 c3 o ir;'** 


ee 


ro 


in 


cc 


IN 


co" 


IN 


<N 


00 


.g.§§| 








































00 GG *5 






















a 








o 










c 

























a 


o 




a 








-* 




o 


© 











OJ 




M 








3 


o: 




05 






O 




















J 


CO 


to 


■* 






■* 




■* 




CM 


<N 


IN 


1> 




CM 


CO 


<N 


oi" 


"o 


X 


r72 


f»> 


> 


> >> 


>> 


>! 


>> 


>, 




o 


a 

< 


c3 


a 


03 


03 


03 


03 




a 


s 


§ 


g 


§ 


§ 


§ 


*ri 


3 
>-> 


M 

o 


TS 


T3 


13 


— 


13 


t3 


"3 


-0 


■n 


to 


<D 


0) 


a 


V 





CJ 


OJ 


OJ 




















c 


o 


QJ 


c 




a 





0J 


OJ 






















a 


a 


a 


2 


i a 


a 


a 


a 


a 




B 


a 


£ 


E 


a 


a 


a 


a 


a 




o 


o 





c 


o 
















O 


o 


O 


C 


O 
















c-. 


c-- 


© 


a 


o> 


© 





OS 


© 
























oa 


© 


© 


a 


Oi 


a 





03 


Oi 


■0 




















^ 


to 


►» 


t^ 




cc 


00 


00 


O 


CO 


03 




•H 


*H 


CN 








1-1 


■H 


Q 
























CJ 


















s 




a 

< 


a 

< 


a 


Eh 

a 


o 
































"a 




T3 


oj 












^3 














d 


OB 














o 














d 


-o 


03 


03 








o 













Eh 

e3 


!S 




• 





pa 












U 


<5 


'u 
Q 


OJ 
"eh 

03 
03 

m 

OJ 

a 

d 

1-5 


2 

ta 

3 
03 


B 


■a 

o 

a 


03 
"oj 



>> 

a 


S3 

CJ 

O 

e 


2 

as 
3 

03 


b 
I* 

d 




d 
c3 
u 


pa 
< 




1 

Q 



< 




< 


pa 
< 


J3 I 
O 
>-> 




CJ >> 

2.5 

oK 

c v 


T3 r! 

d ° 
d m 

*'^ 

0) - 


s *> 

OPh 

°T3 

■0i? 

03 




Cj 0) » 

03gg 

S oj 

O O 
03 ® m 


t3 a 

§11 

3 (1) CO 
O CJ 

C3^- 3 

^ ojQ 


T3 

« 

oi 

0J 

3 

a 

OJ 

03 

d a 


a 

03 
OJ 



03 
h 

O 


3 B^'S 

° 
^ g g*> 

OJ . m » 
"Sgcj" 5 




oj 


in r 
O o 

pa 5 


CO +3 

o cj 
03 j- 


> 

i 

c 


"S » 
p 03 jH 

■ J^l 
- ™pa 

O » *^ 

S° 03 


03 q m 

> >- CO 

a m 

aj cj 
O o£ 

O CO 


■-J3 

J S 

<ea 

d^ 

OJ m 


2 

9 • 

|> CJ 
CJ"S 


^ "EIh 
03 ShS " 

S 9 a 


K 

O 

O 


«j s 

-♦^ HJ 

° a 

& o 

a> oj 
03 a» 

i- — 

"So 

-SB 

doi 

x a 

o3 ai 


a> g 

J"S 

0) O 

£? 


11 

ID o 

"Si 

fc d 

cj o 


oc 

5 

c 

> 

e 

3 


fl ^ - 

sj a 
. Spa 

■*^> t-, ^ 

"S c 

£ C5 

59 a 

■S-5 c3 
03 O o> 

>Hi-a 


? 03 
*W 
°J_T 

•+3 O 

1 Eh 

Is 

co "3 
oj b" 
03 03 

>i 

03 


d g 


|Q 

CJ +f 

CJ - 
co c3 

t. 


_, <-■ 

an-Si; >> 

<y m "^ "*"* ti 
i3 « 

•el si s 

^5 tn -^ Eh -^ 
— " O ® O 

|StS§£ 




5 


O 


w 


f 


u 


»_! 


pa 


Q 


Ph 







































54 



City Document No. 26. 



I 
in 

O 

o 
c/3 



la 




oo 


lO 


,_, 


rt 






■* 


rt 


CD 


U5 


00 


oo 


03 


CD 


a> 


co 


CO 






CM 


CO 


o 


OJ 


co 


CO 


39 

.-H 


*-H 


t~ 


m 


l-~ 






CI 


oo 


CM 


o 


co 


oo 


2 5 


•* 




CD 


CD 






OS 


CO 


O 


00 


oo 




S a 


co 


Cft 


CM 


CO 






o 


00 


■* 


oo 


IO 


00 


■^ 


a 


■* 


Cm" 


of 


o 






cm" 


cm" 


o 


od 


co 


oo" 


W 




e© 






CM 






7-1 


CM 


1-1 


^< 




lO 


ft.S 


73 




















































03 "S fl 


01 


O 


O 


o 


o 






o 


o 


iO 


>o 


o 


>c 


-M fl.s 


s . 




o 


■<* 


o 






lO 


iO 


CM 


IO 


CO 


(M 


co c3t3 


b >> 


























oss 


p+? 


IO 


lO 


o 


t^ 






CO 


■* 


-f 


Ol 


CO 


CD 




fa o 




CO 


o 








■* 




C-l 


05 


o> 


03 


CO 


1> 


CM 


»o 








CM 


CT 


00 




CM 






























P 


t- 


CM 




OS 






o 




co" 


CO 


CO 


IO 


-u -+^ ^ 

IP 


cm 






1-1 






1-1 


CM 




■* 




t^ 


co 


























In'w 


o3 


























WW 


< 


























S-. 

o 




o 

c 




o 
- 




o 
- 










CD 

CD 


CO 

CD 


OS 
OD 


o 

CM 
C8 


COD 






j* 




CO 
(M 


© 

CO 


l-H 


co" 






CM 


co" 


ceo 

CM 


CO 








t 8 




+i 


>> 

03 


r*. 

03 








o 


a 


>} 


d 


CO 

a 






00 




o 


§ 


3 






£ 


CO 


1-5 


03 

>-3 


3 
1-3 






M 




73 


T3 


73 


T3 






-a 


73 


73 


73 


73 


73 


o 






CO 


CO 


CO 






CO 






CO 


CO 


CO 






-m 






















^3 


£ 




co 


CO 














C 


CO 


00 
































ft 


ft 


ft 












ft 




n 


a 






P 


d 


a 


a 






a 


a 


a 


d 


d 


cd 






o 


3 


o 


o 






o 


o 


o 


o 


s 


d 






O 


O 


a 


O 






O 


O 


O 


o 


o 


P 






03 


ei 


CD 


CD 






CD 


CO 


CD 


OJ 


03 


03 


































C3 


CD 


CD 


Ol 






CD 


<CD 


OD 


OD 


OD 


OJ 


73 




























fi 




i-H 


03 


rH 


CO 






CO 


rH 


CM 


CO 


oo 


00 


03 




CM 


CM 


N 


<N 












iH 


CM 


CM 


Q 




."3 


s 


S 


H3 






>1 


>1 


>, 


>> 


>, 


>, 






ft 
< 


ft 
< 


ft 
< 


a 






03 


03 


c3 


03 


03 


03 


















13 










^ 
































o 










O 
































P3 










Pi 
































ft 










ft 




















6 










03 










03 






O 










O 




U 










h 

H 










fcH 






o 










73 




•8 
























=3 










73 




a 


d 
03 


o 
o 


h 










>i 






J^ 










o3 




03 
03 

3 
O 

d 


M 


CQ 


5 






CO 









CO 


c 


C 

"oo 
O 
>> 

a 

O 

a 
< 






CO 

SO 

o 

CO 




■8 

_o 

03 

•3 
-d 

03 

Q 


^a 

So 






03 

is 

.a 

Q 


So 


00 

T 

= 

03 

o 
> 




03 

pq 

a 

03 

1 


"a5 
O 

a 
o 

a 
< 


e5 

o 

a 

o 
O 




a 
s 
o 

73 

a 

03 



o 

03 . 
(U h 

rr\ co 
M ft 

« 2 
£ >> 

|-3 


o 

CO 
CO 

Lt 

s 

CO 

■> 
"3 i* 

pq a; 

si 

oo 

£P 

■S"S 


d 
o 

a . 

fQ co 

O U 

CD O 

J S 

d v 
o > 

'8 03 

a m 

CO CO 

"Sfi 

co o 

■aM 

2^ 


CO CO £ 

^ c. 

a b 

^^ 

B« co 
co^; co 

QJTt tn 
>rlH HO 

CO CO _, 

g 03 E 
H 03 

o -^ 

a m jh 

ft c3^ 


Q 
3 


-d 
c 

03 
u 

CO 

a 
a . 

o is 

Uft 

«2 

g O" 

fe >> 

■s » 

-ts-g 

T3 co 


CO 
CO 
t4 

-to 

Ol 

a d 

_o o 

o.Sf 

■§T3 

^ d 
d4« 

O m 

o h 

cC 
g ft 

>..s 

£+* 

03 — 


co" 
3 

CO 

> 
03 

3 
1 

O 

o 

03 
Li 


CO 

c3 
d 
c 

CO 

J4 

03 

a^- 

03 ft 

W2 

a 

a>. 

o+; 

CO CO 

m d 
oo o 

d"S 


73 

d 

o3 

>. 
03 
& 
O 
u 

<>> 

u 
fe ° 

^"S 

CO 
73^ 

0*T 

U CO 
00 

73 -*-» 

c3 m 


as 

r/5 CO PD 

w o 5 

J3 °3 o 

« aW 

rd fr- ^) 

*i co m 

g d o 

£ io oo 

i-tJ a 

P_00 u 

■ft gco 

■^73 O 

els 
■s -^ 






o 


co 
M 
73 

-ft 


73 

CI 

> 

C3 

w 


o3 

■s 

w 


c3 


o 

CO 
N 
DQ 


aw 

o » 

fz; 


CO 


*3 

E3 
o 

CO 


a 
o 
£ 

CO 


o 

d 

03 


>* d 
— o 

^ 73 


C 
o 

s 

OJ 

Eh 


d 
o 


O.S 

SO 

s 


03 
43 

a 
S 

c3 

w 


O 

73 
C 


CO 

a 

00 

O 


co ra 
CO 73 



Public Works Department. 



55 



© cc 


O t~ 


1-- 


o 


« 


00 


3 


t^ 






CT 


CO 




to OS w 


■* 




OC 


>r 


CO 






c 


Tf 


CD 


c 




ih eo "d 


•* 




ic 


c 









oc 


ic: 


■* 


b- 




>o ■* O CO 


cc 


rf 




OS 










c 


CC 


cc 




CO OS CC 


t~ 




CM 


*■ 


CO 


K 


CT 


CC 


IC 


t^ 






































iH r- 


CN 




P" 


c" 


■* 


« 


oc 


CO 


CO 




■* 






CO 










co 
















O IT 


O US 


c 


C 


c 





C 


c 


Ifi 


c 


C 


u: 




u; 


OC 


^ 00 


CC 


c 


c 


>c 


u- 


If. 





c 


u: 


t^ 




ee 


OS t~ OS 


OC 


p- 


c 


CO 


M 


c 


a: 


c 


c 


t^ 




Tt 


t- t~ ■* 


■^ 


ir 


CN 


CO 


«■ 


CC 




IC 




c 




K- 


Tt 


r- 


in 


a 


o 


■* 


CN 


OC 


c< 


CC 


■* 


CT 


CC 






"5 i- 






K 


CC 


00 


CM 


CT 


K 


C-l 




■* 






co 










CO 
















e 


c 


c 


OS 


3 


O 






- 


CT 




CT 




CT 






C\ 


— 








c 


cs 






CT 


CT 


CT 


CT 




c 


o 


o 


CS 


8 


5 









CT 






















a 


OS 






CT 




CT 




c 


>r 


e> 


tc 


o 


c 




1-1 


1C 


O 




« 




oc 

CN 
















IT. 


co" 


CN 


1— 


oc 




CT 




a 

c 


c 


_> 


> >> 


c 


J> 


> > 




q 

P 


i ^ ft ^ £ 


1 


£ 


s 


"5 


1-5 


£ 




■5 


P 


< 


»= 


a 


^ 


< 




— 


T 


T 


TJ 


t: 


T 


T 


-0 




T 


T 


-c 


-c 


*z 




a 


a 


c 


OS 


c 


c 


c 


as 





a 


a 


a 





c 










-l^> 
















-»- 








a 


"a 


« 


as 




a 


c 


as 









a 


a 




































"e 


. C 


"e 


i, ft 




i. "c 


1. 1 


1 ft 


"a 


"ft 


• t; 


E 


E 


£ 


s 


E 


£ 


£ 




£ 


£ 


£ 


£ 


£ 


£ 


as 
^2 


c 


c 


c 


o 


c 


c 


c 


3 


C 


c 


c 


c 


C 


C 


C 


o 


C 


C 


C 


O 


C 


C 


C 


C 


C 


C 






























-*^ 


c 


o 


o 


os 


a 


o 





OS 


- 


CT 


a 


CT 





a 


OS 






























1 


8 


o 


o 


OS 


- 


o 


CT 


OS 


r 


CT 


CT 


CT 





CT 


T* 


rf 


w 


IN 


a 


o 


c 





■■* 


CC 


OC 


C 


^ 


IC 













CM 


CM 


I- 


fH 








CM 


CM 


CM 


*= 


s 


a 


a 


as 


a 


> 


4 a 


as 


a 


a 


a 


a 


a 


a 


"O 


e 


c 


c 


a 


c 


s 


c 


s 


r 


c 


c 


c 


C 


c 


03 




: 


s 


3 




s 


3 


3 




3 




s 


c 


3 


H: 


>- 


>-. 


1-5 


1"! 


. *- 


1-5. 


i 1 


1- 


>^ 


t- 


>- 


•- 






























t- 
















J* 














03 
















£7 














T) 
















03 














C 








a 








ft 

s 














03 








c3 























as 








ft 



























c 




s 








3 
c3 

M 

3 
O 
O 

1-5 










c 
P 




M 


A 

t 


C 

c 

* 

) c 


ft 
>- 


O 

o 

•a 

» 3 

o 

03 

1 dn 


c 

CC 
6 

a 


X 
c 

c 

■e 

c 


c 
"o 


— 
"oi 

St 

s 

CC 

<( 


C 
C 

c 

i- 


CO 

c^ 


a 
J 


[a 


as 
> 


C 

C 


<< 


a. 
tt 

c 
a 

C 


O 
J as 

a 
2 

PQ 


a 

c 
a. 
C 


■ 1 

CS 

R 


> 



as 

S 
1-5 


C 


c 
1- 




1 


1 




> 

> 

3 


03 


c 


03 
0) 


c 

CC 


cc" 

c 

1 


i 


1, West 
avenue 


c 

p 

c 


1 

a 


T 

C 
0; 

a 


0; 


C 
* 


c 





U Q 


0) ft 

as 


as 

3 










"S ft 


as 


as 

ca-M 


as^ 
° 


o3 


aig 

as 


•d 1 "" 

i 






CC ft 


^W 


-i? 


as 


."O 






as 3 












03 


■gfn 










ft- H 


C 3 


■tea 


CS 

ll 


O 03 
as 03 


as as 
•- as 


03 ft 




H 


O 


fe 



W2 ,g 



^2 o 

3 tj 

In 






^ ^. 



as-3 3 » 

"SS >3 

ij °5 as . 

SJfer .2d 3 

o 3 as >° 

03 03 S-wW 



S Q 






53 


•? a> 

S-g 


^ V 


Pd 


3 5 






Om 


as -3 


as g 


is O 






C5 03 -^ cs -3 



6^; 

as 



£! a a , jd"S 



M C 
3 03 






a>o 


Sa> 


ai 
^3 co 


2^ 






*- fl • 


■o5 


«° »3 
'3 «S^3 


a as 
as co 


p 


« 



56 



City Document No. 26. 



0» 
O 

t/J 



Us 


OS 








CO 


00 






O 




1> 











■CO 




OS 




OS 








OS 
00 










00 


CM 






01 




CO 
CN 




CI 
CXI 






CO 




CO 








.3 
"5 


CI 








CM 


O 






C 






















- 








« 








-f 


CO 






c 




t> 




■* 




CI 














O 


"5 








h 


,-T 






CN 




CO 




e 




,-T 




SO 




CO 




■? 


m 










"*" t 














rt 


















CD S3 Td 












































e..S a 












































.., 43 MJ3 












































ed Cost a; 
ed Quanti 
Includin 
lis Furnis 
y City. 











C 









C 




US 




CM 



















O 


00 

OS 








10 

CXI 

10 



10 






O 
CD 




CM 




i~ 
CO 





«5 




10 

c- 











01 


1- 








<N 


OS 






~ 









m 




10 




CO 




00 






<N 










to 






-*• 












1Q 




cc 




« 




■* 


-*• 










CO 






oi 




CO 




^ 




CM 




t^ 




CO 




10 


©s 










































43 43 1z*— JD 












































03 o3 O t-"^ 












































BBZS 
























































































43 43 ^ 












































wa ^ 
















































a 








C" 
a 




CM 

2 






O 
O 




a 









5 










cr 





cr 








£ 


CM 








<* 


ci* 






tx 









OC 
(M 




O 
CM 




Tf 




•t 








"o 

CO 

a) 


C 

CD 


4 






43 
c 
a. 


i 
1-5 






ft 
m 


CD 
P 




> 

C 




CD 
O 




e 

c 

B 




> 

c 








bO 



T3 








— 


T3 






-a 




'd 




— 




"3 




X 




~ 




ti 











c 


CD 






q 




a> 




a 




0) 




c 




a 




CD 










































^3 

.2 

3 

C3 




a 








0. 


CD 






"c 




<D 




a 




CD 




a 




~CL 




ps 










































c 


< 






C 


. ft 






"ft 






a 


a 




"ft 


"ft 




2 








£ 


a 






a 




e 




? 




a 




£ 




3 















c 









c 









c 









c 




C 




3 




O 


















C 




a 




Q 









C 




O 




& 













c 


ci 






c 




OS 




~ 




os 














OS 












I-H 












^H 
























cr 








cr 


OS 






c- 




a> 




~ 




en 




cr- 




C 




OS 


-d 












































a) 


c- 










■* 














\r 




t> 




o- 




'!- 




CO 


a3 










c~ 


CM 


















'-' 








s 




rt 


Q 


^> 








> 


> >> 






M 


bb 

3 




M 


a 




ft 


tl 


ft 




= 










■3 
















OS 




a 




a 




CD 




>-. 








*- 


^ 






<J 




< 




-* 




V. 




a 




DC 




CQ 


































>> 
















































3 
















O 












>> 

3 




















03 
ft 

a 




























03 


































T3 












ft 





































CO 


e 










a 


















C 













C 








-3 


Cj 
























c 












a 








03 


b 
a 


1 

























c 
C 
C 




u 
3 








a 


1 






& 


O: 








f 


























_p 




cr 








< 


1- 
a 








EE 

t 


1 1 






a 

— 
c 

c 




_o 






O 

i 




2 

t 


I 


>- 
a 




6 
"3 




b 

c 
a 
C 


1 






c 
C 

E- 


B 






c 
> 




> 

Q 




C 




3 

O 

>-> 




c 

C 

E- 




b 

c 
c 

c 


1 


15 
O 

< 




t: 


?n 


+3 




> 


■> T3 


3 




p- 




Ah-T 




> 


' 


u 




t^ 




T 




c 




,c 


M 








3 




h 


c 
c 

c 

c 
c 

j 




CD CD 




e 








c 




p 




IO CD 




cc 

a 

a 
-»- 


."2£ 

S^ 03 
2 Or 


< 

c 

4- 


03 
CD 

£ 

CD 


c 




0, 



:- 
ft 


1 


CD OJ 




E- 

c 

d 

c 


> 









a 

c 

E 
a 

a 




a 

t 
c 


. 

c 



CM 43 
43 CD 

IS 

03p 
73 . 
3-g 

'- , b 

3 O 
0343 

43 CD 
CD & 
£| 

"g ^ 
OT 

3 S 




t 


03 


^ 


>i 




03 


c 






o3-e 




t 











u 
a 
■g 

) CD 



B 

+3 

■i 

5 
3 


c 


■c 


O 

« 
Eh 


O 


p 
c 

c 

c 
1 
a 

e 

c 


*-' 

SI 

+^ 

CD 

-d 




Q 

TJ 
03 

O 

~ 
O 



-3 


03 

73 
c3 
O 

ft 


-r 



3 
« 

e 




m 

■d 

a 

03 

u 



-3 

t-, 
O 

Q 

CD 

-3 


( 

f- 

a 
> 


4- 
c 

4. 
a 
a 

t. 

> 


H CO 

is - ° 

3 o3"0 

CDkH 3 

« -e 

CD 

■g 03 T3 
S 3 3 
fcn C? 03 

'! M 03 


E 
a 

> 

n 

r 

c 
b 

c 

p 


J3 

S 

s 

+3 

3 
n ^ 

•5 


" 3 

CD 03 

03 3 

_>.2 
ft ^ 

" CD 

+3 03 >> 

CD b 

CD h 3 

K O 

CD MC ^ 

>.3 43 


a 
" 

C 

c 

a 

a 

4- 

s 

4- 
a 

c 
t. 
-t- 

> 

p 
c- 

< 


) 

. ft 

>■ 

'3 

CD 

- 

-8 


03 

O fH 

- X 

10 CD 

3^ 
. 


C 
a 
c 

< 
t- 
C 

£ 

c 

+ 

c 
c 

<r 

c 


c 
X 

e 
PC 

p 

c 

c 

JZ 

c 


pq 
S 

CD 

oe 

CD 




a 
b 


2 
On 


ci 
O 


+3 

3 




f 
a 
PC 






c 
f 


"2 
3 

03 


C 
a 




D 


3 

S 


s 


"5 


c 

— 

i- 
cc 

c 


53 



oa 

a 
C 
a 

E- 


t 3 
1 



Public Works Department. 



57 



z 



£ £ 



r-l rt N 



& P 



>-H r-l (M CM 



P 



b 









c3 


c 


c. 


C 


S 


; ? 


o 



£ U , O S 



w 



CD 



6 



-SI 

03 **> 

+S 3 

id © 



a> 



co u 03 p 

•s.s gg 



a 03 



CD CO 

3 - 



03.2 o- 

m cq 



St 
2 £ 



&P 



O CD 

15 « 
H 



O » C 9> 
>o^ o ^ 

a3oJ=i- 



w ai « 

"o £ h s 
-C-c-= so £ 
C K 5 

S s 73 2 

§S:-§ 
12^ 



o3 •JS 03- 



- > 
-^ r3. 

CD,-! 

0) H^l 



*T O 
$P 



9 3 = 



2 3 
£ > 
~ o3 



'1 

►J 

CjTJ 

r2< O 
h 

Oj'3 £> 
S« 3 

5SI 



CUhH CD 



™ o 

03^ 
■O-ff 



x"S 



SgS 
"3 > ? 

o 03 
HX 03 






3 t. 
o3 ju 



g >> 



<D C3 



03 ft 



T3 O 

^p 

CQ 



58 



City Document No. 26. 



T3 


o 


o 




00 




bi 

^3 

)3 


00 







oc 


«0 












10 








o 
o 


lO 


CN 

(M 


CD 
CO 






35 
CO 


CM 


00 

CO 





CN 
CO 


bi 

| 



CD 


lO 


00 




■* 


10 


T4 


CD 




CO 


at 




CM 


t> 


CM 



1? 


CM 


Ci 


2 


cm" 


CM 
CM 


co__ 
j— 1 


-c 


•d 

CD 


O 


o 


1> 





O 





O 





O 


O 


c 





O 


o 


o 





O 





O 





O 


O 





. 


■4^ - 


o 


lO 


00 


tH 


CD 





1> 


CO 


00 





IR 


10 


S3 


CD 


■* 


o 


CO 


CN 


10 


CO 


co 


CD 


CD 


C 


CO 


CM 


CD 


t^ 


CO 


°°. 







■* 


CO 


CO 


t^ 


35 


'50 


m 




■-<" 


0" 


10" 




^ 


CM 


10 


CO" 


ii: 


lO 


w 




























O 


oi 


03 










o> 


a 


C35 






o" 








^ 


05 


o 


05 










CJ 


— 


OS 






CM 

05 










































o 


,_; 


CM 


■* 










aT 


u: 


CO 
CM 






lO" 








o 


>> 

d 

<; 


Eh 

ft 


CD 

CI 

>-5 










3 


< 


O 
O 






3 
1-5 








s 


T3 


*ti 


-d 


T3 


-d 


-d 


■d 


73 


-d 


-d 


T 


T3 




cb 




CD 


CD 


CD 




CD 


CD 


CD 


CD 


c 


CD 


p 


CD 


"g 


CD 


IB 


JS 


CD 


+3 

CD 


CD 


J3 


CD 


^ 


-3 




























fa 


"P. 


ft 


ft 


3 


'a 






ft 


3 


a 


'E 


3 




s 


s 


3 


CC 


CC 


s 


P 


a 


C3 


3 


IC 


CB 




o 


O 


3 


3 


a 





O 










c 


3 




u 


O 


O 


& 


P 





c 





fa 





fa fa 




o 


Ol 


C5 


03 


C5 


C5 


C5 


C5 


35 


OS 


35 j-i 


-d 


C5 


o 


05 


C75 


C5 


O 


a 


C35 


03 


05 


3 


2 


03 


CM 


CM 


CO 
CM 


ci" 


^' 


t-" 


rj 


CM 


aT 


O" 

CM 


C5 ,-< 


P 


fa 


ft 


ft 
<! 


1-5 


3 

t-5 


3 
1-5 


>> bb 

3 3 


ft 

CD 

m 


ft 
W 


CD CD 
CD CD 

P P 




>> 
3 








































03 


















>> 






















ft 

a 

o 










>> 

ol 


> 




ft 




>, 

3 
o3 

1 
O 
















O 


o 

a 

o 










ft 

s 




H 
03 
ft « 


S 















c 

a 
C 


. 




-d 


"■+3 













O 


bl 




O 









I 






o3 

< 


o 
3 
4^ 

a 

o 


a 




a 

t- 




-(^ 

a 
03 
in 


O 


g 
S 

'bO 


a 


CD 

3 

CD 

fa 


•8 

_o 


CO 

CD 
-3 


t-i 


C 

C 
1 


IB 

> CD 

O 




O 


fa 


fa 


CD 


fa 


3 


c 




"o 


fa 





s « 




s 
a 

O 


>> 

a 

a) 


1-5 

3 


03 

q 

-a 


•8 

9 

m 


fa 
3 
O 

O 


ft 
1- 


fa 
CD 

hi 
O 




O 


3 

03 

1 

3 


p. 
c 
c 
c 

c 


< 3 

' 3 
3 

J CD 

I 




O 


w 


W 


02 


fa 


s 


O 


fa 





p 







03 
fa 

O 


a 

o 
a> 

m 

a 

o 

CD 


03 CD 

OS 

s| 

o B 
-^ §3 


03 
O 

-d 

03 


C fc< 3 

ft-d 1 -^ 
rfl . 

6 S C 

*j H O 


3 

.2 CD 

3 

- & 




CD 
O 


's 



CD 

"5 

W) 

3 


u 


CD 

3 

O QJ 




a 


3 ^3 
03 



: 3" 





R 

o3 


CD 
J CD 

J! o 
o3 ft 

.s' s 

3 a 
fa o 


CO 
CD 


hfa M 


id 

^^ O 




CD 

02 
T3 


3 


03 

4-5 


ftS, 


1 




3 3 


O 

« 

o 
O 


co 

M 

g 
'a 
3 
a 

o S3 


"go 

4^» 03 ;- 
m ._ ft 
4^ *>, 

£ M -g 

CD"B S 
^ o3 -jj 


'Si 
a 

W . 
h a 
°.2 

M 03 

ft.H 


03 fl 
ft .'^ 

03 ^ S 
bO 3 3 
3"S ft 
"43 03 
"fa m 

^S 
-d o3"d 

!-° 


£ o3 

I CQ 

3°S 
•S 3 

3io" 




3 
03 
CD 

■+J 
03 

fa 

3 


bO 
3 

a » 
3 -^ 
a® 

2 ft 

03 CD 


u 

U CD 

03 CD 
U 

coX) 

CD 3 

"Si- 

bsfal 

CD 3 


1 
c 

"l 
•z 
f 



j 

C 

c 

1 
t 

J 
"i 

2 


5 | 

! 0. 

i m 
3 3 
1 3 

u I 

i 1 




So 
o 

.S Q . 
ft-3 

CD 
- 


1 
a 

< 

I 

'! 


03 
j| 

5 


1 


( 

t 

J 
'I 
1 
I 


) O o3 

:fa & 

jcdO 

^ CQ 03 


i 

a 
t 

j 

* 
( 
< 


: cv 

- S 

1 ft 

4 CD 

- Fh 

j 3 




1 
I 

1 


|.2 V CD 
"'-^ 4^ F-t 
iC c3^3 ^ 

3 m 3^ 

3 «>2 ol 
o-2 E=fa 
3 


03 << 

mS3 

.2 03 
1-1 
fa 


a 

a 
a 

t 
_c 
'c 

1 

z 




ft 

CD 

-0 

(1 *" 

.3 

J bO 

-d 

2 
5 Q 


( 

1 
c 


T3 
! 

I* 1 

' OD 

a 

; 03 

3 


'a 
t 

( 
1 
1 




- 

,3 
[ bO 


1% i 

is 1 

r l 


1 

| 

- *- 

J 3 
3 03 

3 



Public Works Department. 



59 



ti 


</> 


w 


4) 


H 


a 


<1 


a 


< 


i~ 




tU 




-4-J 




« 


'. 


£ 


S*i 




O 
i— i 


be 
c 


CD 


>> 


> 


05 
1 



lis 
iss 


CC 




■* 




ie 




cr 




o 


OS 


OS 




o 

CO 


o 


o 

CO 


CO 


t- 


CN 


oo 


OS 


CN 


■* 


t>. 


1" 


o 


to 


o» 


S3 


t-_ 


CM 


OS 


t>- 






■* 


CO 


r~-* 


O 




CN 


m 




1-1 


'~ t 








«B t) 
















ft. 2 <u 
















tr ** k^ 
















^ a. 5 c . 


o 


o 


o 


lO 


lO 


o 


lO 


o 


o 


o 


t^ 


» 


o 


t^ 


mated Cos 
mated Qua 
not Includ 
terials Fur 
by City 


o 


o 


lO 


^ 


o> 


lO 


o 




to 


o 
sq 


o 


CO 


OS 


■* 
■* 


e© 


-f 


cs 


<N 


o 


1-1 


co 
















*.£'.£ S3 
















WW ^ 


















o 




o 








o 








T. 













OS 














os 


OS 




o 








OS 








os 












o 


















£ 


oo 


o" 




iC 






■* 


>o" 






o 








CN 


CN 




















o 


*Jh 


3 


ti 


ti 






33 


3 




ft 


3 


3 


3 






3 


o 


< 


1-5 


<! 


<; 






2 


1-3 


be 


13 


73 


-a 


T3 


-3 


73 


-3 


o 


CD 




CD 




CD 


CD 


CD 


















£ 




o 


a 


cy 




CD 


as 


















ft 


ft 


ft 


"5 


'a 


ft 


ft 




£ 


E 


E 


E 


U3 


E 


E 




'O 


o 


o 


o 




o 


O 




O 


o 


O 


O 


13 


O 


O 




OS 


as 


oi 


oi 


ci 


OS 


Os 




















cs 


CS 


C3S 


o> 


o 


OS 


OS 


T3* 




































<M 


O 


00 


CN 


CD 




03 














CM 


A 
































M 


Fh 


M 


tH 


M 


M 


(h 




ft 


ft 


ft 


ft 




ft 


ft 




<! 


< 


< 


<! 


-< 


< 


< 
























>. 






o 


















o 


3 

03 






T3 
CO 


















=a 


ft 














03 






3 


E 
O 

O 


>, 


u 

o3 


6 


o 






-C 


3 

cs 

2 




1 
a 


3 

K 
a 


r3 

PQ 


a 

— 




_C3 
"3 

o 


o 
m 










c 




CD 






03 

o 


S 

03 

o 


CD 

s 

C3 
1-5 


a 

> 




Q 


"5b 

3 




-a 

3 
03 


3 O "5 > CO " 
CD k,fe to «5 cufe 

O oo n'B o3 . 


M m 

a a 2 

•a£§ 


O-t^ CD 

-^ 03 k. 

CD CD cq 
. Jh OD od 


S 3 tp 
O 03 

-U -3 CD 

S o ft 
SjSS 

SǤ' s . 

3 03 co- r S 

03* ° £ 


ft 
k. 

CD 

is 

3 


CD ^ 
U-3 




CD 
ki 


h«5So i) 


03 


S CD 

,J! 3 fc. 

is* 

cS.IS 
^ o 

o oj 

CD CD o 
k. J^ CD CD 
"^ CO J3 S 

,W !0'> 

>• 3 >>© 


aO 


O 
< 
K 



Q 


'3 

O o 

£ 2 


cd-Q s. cd.c co 

<U ° 5-JP-.2 * 

« -js £ --"S S 

J3 CD*-* CD l* °5 

.j pi;^ o 1 ^ co 
» § <° ^.2 s 


2 "S3 

2 CB 1h 
- - - 

> m 03 

03 CD 

a > S 

J2-^ o3 

»o^ 

CI) o o 
J3fV CD 

O £ 

O S <u o3 

-£o5<« 

3 b £ E 

N * i 03 

oPnab 


T3 
3 
03 

.5 

3 
c3 
ki 
ft 

a 

CD 

^§ 

-.9 

gn 

kl » 


3 CD 
3 £ 
CD H 
>m 

=« C 

■Ms 

^^ 

^^ 

03 ^ 

l'w 




cd.3 
Q 


<o -o 3.2K (h 3 

o33.C > . o.ft 

kt CD =3 * :3 cD--^ W 

cOfcH^OaijrtO 

M 


S^ cdW 

»s^ £ 

2 o o3.3 

o 


o-U"3 3 

03^3 0^ 
< 


°£ 

O co 

H 


^3 cu 

s § g 































60 



City Document No. 26. 



o 



I 

S 
-J 



_T3 


SO 




tH 




co 















C31 






10 










Tl< 




"S-Scs 

2§2 


O 
»o 








00 

CO 


CO 










U3 

!<3 






EC 
CN 










CO 


co 




t^ 




a> 












CO 






X 










O 


hS 1 : 


in- 




"? 




os 


•-; 










K 






•1 










SO 


<l-s 






•* 




co" 


















-r 










■* 


ks 








TJH 






























03 5 ^ 








































a.2 <>> 








































m* 3 w«J3 








































■w H.3 3 . 


>o 




3 







>o 










O 






O 













CN 









10 


<N 










5 






i»0 













§3 Si? 


SO 




c 

















o~ 






CN 










10 


OQ-gfeg 


•* 




•<* 




10 


K 










a 






CN 










10 






-t 




CO 


I> 










a 






■^ 













mated 
mated 
not In 
terials 
by 1 


CN 




m 




CO 


















•c 










* 








































•+3 4J =3 








































WW ^ 








































J* 
f* 




s 
r 




0- 
3 

co 








3 
3 










a 

r 








a 

S£ 










a-. 


0} 


C 

5 

Hi 




j> 
















>> 

►"5 




c 
a 

c 










ft 

CO 

CO 


60 


X 




— 




■d 


-c 










T 






— 










-c 


O 


a 




c 




co 


c 
















a 






















X\ 


-w 










+ 
















-^ 


£ 


1 




a 




1 
















a 










CO 










































t 


1 


E 


1 


fl 


"ft 








"ft 




"ft 








ft 




£ 




E 




ta 


£ 










£ 






£ 










g 




c 




c 




a 


c 










c 






c 















C 




C 




P 


C 










C 






C 










O 









a- 




oi 


~ 










c 






a 










G> 












































0" 




- 




o 













a 






a 










03 


T) 








































co 










































e 




a 







c 










c 






r 












Q 






CN 




CN 


CN 
















CM 










CN 


> 

0! 




> 

0; 


' 


CO 




a 

C 










^ 




>> 








>, 




«Bj 




§ 




3 


S 


























3 




l«S 






Hj 


it 










"" 






4 










!-3 












El 












































O 










































e 























































































































TS 










3 
































co 










-g 

































F- 
03 


_o 




■- 




§ 
O 
O 


c 
c 










c 






c 
c 










CO 


"a 






a. 

















c 
E- 

















03 
ffl 




c 




K 




C 










X 






C 
















E- 




c 










t 


, 




c 










S 










p. 


j= 










a 






-= 












P 




- 







c 










c 






c 
— 










03 
1-3 


O 
<! 
« 
Eh 
2 
O 
O 


-^ 
so 

c 

C 
03 

u 

"c 



a 

-C 

a 

c 
> 

"a 


F-l 

3 
,0 

o- 

« 


c 

03 

CJ 
C 
— 

r 

C 
a 
| 
a 

X 

a 
o. 

-^ 

c 
c 
E 

a 


1 

a 


0. 

5 
$ 

-3 


e4 "S +»■ CO m £ 

™ CO <""£ 8sH 
VrH Z. CO 03 ti^ 

O m 1 ^ h CO 
J3 t-, of* 

CO CO ..f-\ 3 

ai.S-2 to m 
"S"^! co - co 

"Son ^ 

•^ - "Sis*? 

Ph ^ £ co t- 

T! « £ ° " S3 

g am* ^5 s- 

0.3 _u> <*> 

£-~! CO 03 fl ", 
■•".M Fh CO O ft 

Oi > CO 03 
-i"«fi -4-T-P 2 
03 CUQ S CO CO S 
(h C0 M 8 CO CO C 

"2^3 O 3i3i3 S 




c 

IC 

a 

'a 

E 

u 



c 

E 

c 
u 

c 
a 


03 co is 

03 03 S 

co .c| 

£h"3^2 
42 co-d 
^-36 

+3 rn 03 
Jh3 0) 

ot: fci 

ft O m 
03 ri 

^ 0) 




> 

F- 

a 
£ 

c 

E 
- 

: 

a 
a 



F. 
£ 
> 

c 

+ 



t: 

F- 
C 

■a 


iT3 

s 

] 0) C 

03 a 

03 X 



Fh 01 

ft CO 

■*^ a 

co 9 
^ to 

> CQ 

a£ 

. CO 

.a.t 

i-lO 

-p 


a 
> 
oi 

& 
a 

'> 
c 
a 
a 

Fri 

a 

c 
X 
F. 
C 

+ 

a 


03 T3 

-^ 03 

"^ g 

^: 

- F-. 
CO S 

fh co 
— co 

^£ 

3 

CO CT 
- 03 

»a 

00 Fh 
03 03 

■§£ 

03 




CO 

^« 

«->"-2 

CO r) 

£.£P 

|s 

03 03 
^ 03 

TP 

OT3 


i> c B Ld i O O 

a Bis S> 

03 J3 m W 03 *>" co" 
W 2 03 ™ 03 <5 

i-H g^ 2 3F.-W 

2 S S Sja » co 

• cq S3 s3Q-g 

S-SSS^ft^ 
2"-SSg2§ 

*" co "-£ °Ah 
+T > fl coil ^-u 

CO O Q Fh +?^j 
? B'd? -^"r"^ ffi 

rn^o a) .. p 

m 4n CI FhCN-P 
fl^-^PC (jjj 0) 

2 CO 00 rt o 1 ?- 2"m 
g 03 03 g-P^ S3 g 

^3££ 2^0^X 
2 Boi^-^K O 




10 

Fh 

» 





F- 

c 


1 


03 
CO 

+3 


s 

Q 
J3 


O 
O 

3 




-a 
a 
03 


i 

■+- 
c 
a 


co" 

3 
3 


c 




>> 

3 




ff 




c- 




U- 




iz 










C 






C 










tt 





Public Works Department. 



61 



O CO r-< 



2 * S 

2 » 2 



P o 



a s 



& & 



p p 



« « 



=3 3 



o a 



> 



£ 5 m . 

"£^ <s co 

m ,-c h a> 

a « ti 
>>o-s-£ 

£ ** w 2 



T — 


r. 


co 


V 






co 


— 

c 


d 

c 




co 


a 


sb 


t- 









OS o2 O 
« g P 

- 3+° . 
"8 ^S 2 

^CQ .- fl 
" „ co > 

>> s-% * 

•3£j3 co 
P-^j o o 

g£PK 

O h-<~ 

."-■StJ o 
■*- ra oS 

«? O « 

C'h S m 
03 ,£3 

i- ..o.-S . 

oS C © fc 

sffln So 



Cp-, 
£-& 

-S'6 

CO . 
,fl CO 



§H 






+J CO CO 



•^ » |H t.^« 

M X CO Ph 

CB-E CO Sa 
> <° CO CO S. 1 ^ 

c3 'c3^'o d CD" 
au .G 3 

gO^wK oj 



SO) O 

£~Q§ 



G rl rrt 



■ V 



o3" 



fc, ^ 3 
-*^ w^ • 

cs2S> g^ 
JO'S**. 

. .i to 

SM O CO . 



c^0|| !: 

g£-s^ 

2 §' 

■*> c»5 

CO h^ 1 



< * 03 CO _ 

5POPM-S 



-*-*" 6 n fl ' 

a 2 ~J5 ! 

^ t*H +J tH 

"3 . CO c3 
-S^?coj3 

S£ c -g„ 

lip- 

b -<5 CD 

o W.3 

s&g-s 



g'Sco-g 






8-2 



cJS 



'£ ^. 



o o 



CO a3 

o 

SfSm 
p 



62 



City Document No. 26. 



C 



_^-a 


CN 






cq 


CJ^OT 




a a 


00 





IM_ 


■5 « c 


US 


^w- 


«© 


per 
tiesi 

hed 




2+3 2f 22 

s a.S3 . 


O 


-£ =S"d Ej >, 




o 3*3$ 
SOCK'S 


I> 

CD 


mated 
mated 
not In 
terials 

by I 


00" 




'43+3 OS 




HH ^ 






CT 




^ 




m 


O: 







£ 


CO 


"0 


ti 


ta 




OQ 

CO 


< 




TS 


O 


CO 






£ 


CO 




"ft 




a 














oi 








C3i 


13 


^ 


co 


IN 


c3 


CM 


P 


>> 




05 




*^ 




p5 




> 




O 


a 


+J 


03 


TJ 


ft 


CO 

-a 


a 




c3 





i* 





-< 


DO 








w 




a 




Q 




§ 




-a 




c 




c3 




^a 




© 




CO 




is m 

. ft 




it 




CO t-, 




£^ 







^ 


Q+5" 





§3 




+J 

& CO 


fc 


+3 CO 





CO fc< 





■°1a 




*ra 




CO 




CO ■£ 




(j ft 




SS 




^i 03 

a +5 




t, 




3-5 

cog 






h 




fr 


i 



Public Works Department. 



63 





T3 


o 


03 




o 




o 


lO 




o 




ii 








S-S2 
§S2 


co 

M 




o 

SO 


co 


C30 


2 


to 






iO 


*t 




o 


oo 


03 








S ft- 


LO 

* 


- 


t~ 


o 

CO 


OJ. 


co" 

* 


co 








& 
















u 




































-Q 
















^ 










3 
















3 










03 
















C3 










-c 
















^ 










s 
















£ 








+j 


03 
















u 








o 
O 


3 
O 
















3 
3 








^j 


^ 
















.3 








03 




























(- 
























03 


03 
















03 








J 


ft 
















a 




3 






O 
















-t 




3 




K 


















d 




3 
o3 






«© . 


o 












e» • 










1 -t= 


o 


o 


d 








"3 








O 4> 


o 


o 


C3 


o 

CO 


00 03 


3 


03 






°P>£ 


m_ 


o_ 


m_ 


O 03 


l~ 


ft 






d 






K 


CO 


d 


-T 








«© 


«© 


«© 


«a 


«© 


«© 


se 


» 






03 


C3 


03 


d 


d 


d 










"o 


TJ'H 


•C- 1 


TjrH 


"^S 


"Oi 


^sa 


t 








03 oi 


(D C3 


O OS 




03 03 


03 OS 


















4-> r-t 













m-M 


03 . 


03 . 


© . 


03 . 


03 « 


03 . 








£ O 




"ft 
I 








¥ 








O 01 


O 03 




O 3 

<! 


° a 


O 03 


B 








£ 




| 


OS 
P 














OS 


Ol 


03° 


d 


d 


d 


r 


d 


























o 


C3 


OB 


OS 


<33 


C3 


3 


C3 




T3 


■— 


' -H 


^ 


^* 


^ 


, ~ l 




^ H 




03 


t>-~ 


o" 


rt 


(N 


OS 


o" 


i- 






S3 


O} 


(M 












IM 




P 




03 




















3 
3 
•-a 


oi 


bb 


C3 




u 








03 




3 




0) 


ft 03 






fe 


< 


<< 


R 


P 


< 


o 






ft 




03 


3 
03 
0) 


£ 

c 






ol O 








a 


ft 




O 






ft 






DO 


5 


a 








£ 


rt 










o 


c 








c 






o 


~£ 


s 


O 


*C3 6 


> 






O pj 








03 




5 c 


a 






a 






-a 

o 


s 


1 
O 


p. 
5 


03 & 

— 3 




c 








03 


"3 


a 


P 

03 

03 
CO 

>> 

03 


03 03 


3 




o 

o 


b3 ffi 






03 


o 

o 

<i 

E-i 


16 

O be 
"43 3 

03-- 1 


^5 

a 
W 


P5 
'o 

c 


6 * 

03 






03 3 

£^ 

03 3 


s 

03 
03 




3 M 

O 3 

.2 03 
03 -rt 

£-3 


Davidson 
ton avenue, 
nue, Pierce 
street, Hyde 


03 

DQ 

03 

> 
03 


4J 

00 

03 
W 

3 

"S 

03 
^3 




03 ■ O 

.a KK 






ft£ 


,D 


03 M 03 " 


"3 

ffi 

03 
ft 

'ft . 
U >. 

£■ 3 
03^3 

*s 
.15 

1^. 






3 . . 






s£ 


03 • 


&-S 


m 




^^S 




O 


° s 

'S 03 

~"o3 


EC'S 

0*M 




1 aven 
e, Lexi 
litan a 
tminst 
pipes. 


T3 

O 

o 





o 




< 

(S 

z 

c 
O 


S o 
1° . 

> Bl h 

- C ° 

~ 03 ^ 

U 1> u 

S«3j >> 


o to 

CO 3 

- ° 

03 -^ 

»s 
'ft s 

■2 ° 


■rt ft 

g| 

21 


itreet, Centra 
arvard avenu 
reet, Metropc 
est street, Wes 
leaning water 


03 
O 

o 

03 

03 

is 


< 

< 

a 
c 


< „-«3 

-2 a > 
; o §"o3 

? 3 * s 

* g S - 






M .o3§ 


4)>— I 


60 £ . 


rlington 6 
street, H 
Maple st 
street, W 
Park. C 


si • 

.9§ 

"ft o 
acq 


e 


ease and < 
water pip 
H. R. R. 
bury. 






g 03 O 


« a 

03^ 


£■£ 3 

'Sol .5 

a £^ 


03 03* 

O DO 

"S3 

03 'C 

-gffl 


3 

1 






pE, 


P, 


Ph 


<; 


<l 


33 


< 


', hJ 

































64 



City Document No. 26. 



The following table shows the snowfall and rainfall 
since 1913: 

Snowfall (inches). 



Month. 


1913. 


1914. 


1915. 


1916. 


1917. 


1918. 


1919. 




0.3 

7.7 
0.5 
1.4 


10.3 

20.6 

5.2 

2.0 


7.0 

5.1 

T. 

6.1 

0.2 

6.7 


4.8 
30.3 
33.0 
4.2 
0.7 
9.5 


13.1 
8.9 

12.9 
9.1 

2.2 
7.0 


13.8 

5.7 
12.8 

4.2 

T. 

8.4 


4.1 




6.2 




2.4 








0.2 




0.9 


4.1 


2.9 






Totals 


10.8 


42.2 


25.1 


82.5 


53.2 


44.9 


15.8 







Rainfall (inches). 



Month. 


1913. 


1914. 


1915. 


1916. 


1917. 


1918. 


1919. 




2.38 
2.99 
4.81 
4.77 
3.22 
0.64 
2.69 
2.86 
2.51 
6.04 
2.15 
3.05 


3.26 
3.07 
4.16 
5.87 
2.78 
1.40 
2.64 
3.20 
0.21 
1.54 
2.72 
3.46 


6.33 

3.47 

T. 

1.86 
1.64 
1.39 
8.85 
5.63 
0.69 
2.82 
2.14 
3.94 


1.23 
5.18 
3.20 
4.51 
2.83 
5.04 
5.67 
2.19 
1.90 
0.94 
1.67 
3.00 


2.82 
2.67 
3.73 
2.72 
4.45 
4.05 
1.10 
7.06 
1.91 
5.33 
0.59 
2.56 


3.11 
2.30 
3.19 
3.08 
1.99 
1.94 
2.64 
1.56 
9.19 
0.99 
1.20 
3.21 


3.62 




2.66 




4.11 




2.33 




4.25 




1.08 




4.63 




5.07 




5.83 




2.13 




5.36 




1.63 






Totals 


38.11 


34.31 


38.76 


37.36 


38.99 


34.40 


42.70 







In this rainfall is included the precipitation during the winter months, which equals 
one tenth of an inch to one inch of snowfall. 



Public Works Department. 



65 





t- c 


5 no •*< cm cm co a 


3 09 C 


5 C 


) (N C 


3 




© © ©cN©lOOOOt~r~CO -cH © 




to 


O3©©CO"0©©CMi1 t» 


"c3 


e»S ^xfioiNLoo-^Tfco >i S 




cm 2 c; 


Mt^W^tlTit©*-! ©ZL 


"o 


CO 


© ■* © 


H 
































CM 






H 






y-* 




















1 


T3 


©00 CO -H 


• m U5 t* H CM <x 


) © co 1 


— CD 


t~ i © © 


CM rj< 00 b- 1 T) 


l> 1 


O^ 


Tjj 


b- io 


• ii © •■ CO •* If 


!. rt 


£ g 


cd rH oo 




CD 


00 00 05 h 


oo rt 




co 








■* 


co 




CV 


CM 


o 


• H 




















1-1 


^_; 


© l£> HlO»C©00f-<1HHN 


I> 00 


CD 


cm r-- iot~o>iocM©©a 


co co 


> 


t^ 


CO CM tj 


>o io t^_ hi oo c 


CM 


o3 


1> "* ©" 


n 


T^" CO CO CO CO CC 


© "* 


5 


co 






rt t 


© 


"5 


















(N 


Tt< 


a 


COCO CO©t-~iOCMcNrH©c- 


00 © 


Tt<<-I ©H(-».lTtl00'1©r- 


CM CO 


o3 


iq 


cm cm a 


t- U5 CM rH U5 t» 


t» 


T) 


lO 2 O OS 0C 


co" O CO CO lO OC 




03 


00 C) O «3 IN C 




oo 


co i 


CO © CO t^ t^ C" 


© 






























§ 


to 














© 


- 


CM 00 -H 


oo >-< co © © © 


H -H 




o o o 


• oc 


II) U * CO o 


CM CM 


•d 


CM 


© 


05 C 


U0 
































© "* 




© CM 00 


© ^ 


a 


■* 


CO 




NSC 


oo i 


t^ 




co 


















-* 






























pq 




























<a 


CM CO t~ C\ 






• ■* 00 lO CO 


CN CO 


CO CM — 1 t- 






h in co co 


© CM 


CD 


o _ 


t- cc 






lO © t~ ■* 


© 


U 


CO* ° 






! CM CO *i" HO 


©" ° 


a 


CM 


















CM 


o 
























++ 


O 






























© — 


© CC 






CO 


© 




© H 


J4 


00 © o c 


1^ 





t^ 


'CH 




l> © 


o 


o 


i-l c\ 


t- 


c 


CO 


00 




■* 


•c 


lO "~ 


O C\ 


' 


c 


©■ 


r-T 




■* ^ 


pq 










lO 


•* 






rt 




















rt 


•« ? 


©CO o c 


t- 


Tj 


t^ c 


CO t- 


Cv 


© CN 


© CO 00 Of 


»H 


Cv 


•i oc 


U5 Tl 


c 


© CO 


a a so 


CM 


CO Tj 


CC 


CC 


H< C\ 


ii a 


CC 


© • 1 


03 o'd 


r-T ° t-T c\ 


T- 


V 


Tl CN 


co" c 


«■ 


©" <=> 


pi !5 


co 




















CO 


PQ 




























"S-^" 


>h co co a 




ex 


CO P" 


© ir 




'CH 00 


CO — 


O C\ 




y 


CD 0C 


t^ t> 




h CM 


s ° 


t^ 


© c 




c 


N IT 


© CC 




CM 


fi- 
ts pq 


© w 


tH C\ 


' 


T) 


^ 


o - c 


' 


O N 


>* 


t> 






CM 


T* 




© 


CM 




,H 
















CN 




© ■* 


IC TT 


CO 


N 


00 CN 


O CC 


© 


•* H 


© . 


CO © 


I> Tj 


l> 


■>i 


lO 1- 


© o- 


>c 


CO w 




CO 


*T K 


— 


a 


CO c^ 


-i oc 


CC 


00 






























d 2 


c< 


5 


00 V 


o- 


CC 


TJI t>. 


lO cs 


11 


S 5 


03 O 


IT 


-* CC 


CO 


Cs 


•* CC 


co ic 




o« 


Tj 




a> c 


IH 


Tt 


CO 


CM 




■* 


CN 






















CN 


























"!- 




CO 


a 


t- OC 


00 


oc 


© CO 


CM tr. 


Tfl 


U0 l> 




© •* 


«3 i- 


ia 


c 


CN 


c 


co i> 




00 CN 


03 


IT- 




t~ IT 


© 


IC 


co t- 


■* © 




cc 


a 


p 


• «: 


IT 


ec 


GO 




uo © 


us cc 




n 


- © 


CN 




o 


■"* 


« 


O u 


t^ X 








<j 


CC 




co 
















* 








o° 






























©5 






























Oi 
























^ 






























c 






























5 






**• 
























h 






s> 
























0? 






K 






























CJ 
























Q 


c 
c 
a 

F. 


4 


3 

*- 

s 


c 

- 1 

i 

u 

CC" 


c 

e 


c 
c 




E 


t- 




^ 










QC 

h 

a 


c 

CC 

c 

a 


p 
c 
*■ 
p. 

.1 


c 

PC 
a 


c 

IT 


I 

1 
B 


p5 


« 



— 
e 

c: 


c 
o 

•+J 

X 
6 


t 

Ph 

CD 

•a 

> 


"o 
"c 

Eh 


c 

to 
i 






>- 


Ph 


c 


c 


H 


DC 


p: 


c 


CC 


n 




P- 





03^ 
JO' 
§5" 



^©h 
cooj-c 



-w 03 03 
£ C.3 

d co ^ 

~ ° - 

d— . 03 

o^ >, ■ 

M cu cu S 

.S P =3^ 

^ a Eo3 

03 g D" o 

C o 03 



h *a-r5 



03 o 
O.C3 . 
a m "> 
Q ^o? 

dg & 

03^,° 

o Cj » 
CL> m -^> 

# ^ g* 

" SjS.-S geSS 03Q-g 

| §^ go--S5.se: •! 

-&^ m 5 °> " 



a d - 



CD 



-w d „ 1 >) CD ct -3 oo t, J, 
-— ° -CD ^ ^03 O-g I 
03 ^©.S^ CJ-d 

co p; w oo^ 23 © 



•S-2 S 

03 CD 



CD — 



' r 



0h- lea « t 



b.3^COrr-''1 C 6 C m Q,-0 
^ 0<-~©CSHCM-p rt-O n 
1 C >> (D >i*» 

© o 



d d 3 3 3 
'hOOoOo;-,*^;^ 

oddeHSiS'--" 



i_,«*-r o3 o3 ej o3 ol 3 C 
i T3.2 2 * 2 « 2* " S+3 

g CD* J - W * J - W *=H-©IN-B 

||5553S3ss5S 

^ O* H_++€«a= = cO CM ■* I-. 



66 



City Document No. 26. 



c 


B 


d> 


ft, 


c 




<u 


0' 


> 
cd 


s» 


0. 


5 




M 






o 


W 




~ 


JZ 


Ci 


-w 




Stf 


~ 


c 


S£ 


CJ 


c 


-I 


CO 



<■< 



£ 



-i 
:- 





I- 


- C 


5 Tf C 


5 Tf Tf Tf t— CO 


CM CO —1 


© 1 


OD 


oo C5 Tf co x x co co 


CO - 


H t~ 


O 


"3 


-- O O CO CM m © G5 CM 


t~ U5 CO 


o 


o 
Eh 


OO CO CM CO Tf CO CO CO 


Tf -CO O 


o 


CO i-i 












" 






CD 




-d 

<J CO 

0"3 


m co cm 




CD "O 05 iO 


«5 Tf CD 


t^ 


t~ Tf CM 




• Tf O -i O 


O CM CM 


co 


£g 


CM O O 




• i-i o o o 


O O CM 


o 


O 


























3 


CM 


^ 


us 


-< CN CN © l> Tf O I> 


X co e> 


co 
> 


o> oo Tf © i> t- co us x 


CO CM i-i 


co 


05 


-* o o o o o rn tji >n 


CO Tf CM 


m 




CO 


















I-I 




o 






























1> X © X CO X t~ CO Tf 


CO X © 


co 




05 M CO CO X us 1-1 i-i CN 


co r 


05 


03 






























CD-* O O CN © O Tf Tf 


cd i: 


(N 


c5 


COO CN i^ CN CM CO X © 


CO c 


CO 




CO 




















co 




03 




























T-< 




























^ 




























o 


CO i-H CO 


-* co co co in 


Tf 


■ IO 


CM 


2 


00 CO CM 




< CO 05 X CO 


IO 


CO 


OS 


+i 


CO CM t> 


O i- 


CO CO Tf 


CM 


co 


co 


3 






















CM 




























































CQ 




























co 


CO i-i o c 


> 




t- « Ol 


tn 


CD 


_, 




00 CO CM c 


> 




H CO O 


o 


X 


co 


Lh 




< o o c 






o o o 


T^ 


rt' 


o 


B 
























++ 




o 




























a 




























"o 


CO i-i CO c 


T| 


c 


OS 


Tf 






CD 


o 


i* co o i- 


c 


T- 


CO 


05 






Tf 


CO 


■p 


us © o c 


c 


c 


CM 


,-H 






IB 


o 


03 






























Tf CO CM i- 




t| 


iO i- 


o 




c 


O 


X 


t- CM CO i- 




CN 


O r- 


CM 


c\ 


c 


t^ 


CM 


^ © o c 


c 


c 


o c 


o 


c 


c 




o 


























1 




■g-s 


t- CM Ol 0! 




Tt 


CM 


U3 


X 




CD 


t^ 


t>- CO oo c 




t> 




CO 


= 




CO 


t^ 


1° 


05 - 


■1 CO c 




c 






c 




o 






00 CM CO t^ 


a 


X 


-* c- 


r~ 


a 


X 


C5 


Tf 


CO . 


CO Tf X C 


CO 


t» 


t- CO 


CD 


t> 


c 


CD 


co 


S^ 




























fl O 


Tf t» 


CC 


1> 


Tf CM 


C5 


c 


c 


Tf 


t~ 


3 o 


O i-l Tf r- 














o 




5 s 


















































-i— 




■ 


CO 05 CM i- 


-.r 




X IH 


CM 


- 




o 


CD 


3 


O CT- 00 n- 




IC 


C5 X 


X 


X 




Tf 


X 


jC 


co us X c 


CM 


CM 


US CO 


Tf 


CM 




^ 


CO 


a 


CO 


I— 1 
















Tf 




<j 
























* 










d 




















1 














e» 


































OS. 




























h 






*"l 




























o 




































































S 


































00 






t." 






























































Q 




































c 






a 


3 


a 






3 










1 










X 

3 

CC 

a 


c 

Li 
CO 


o 

Oh 


o 

CO 

J3 


c 

o 
CQ 
-*^ 

05 


o 

m 

= 

o 

02 


> 

- 
— 

c 


,0 

03 


CO 
CJ 

-a 

o 

Li 

c 


2 

o 


cd 

CO 

— 
>1 


33 

"3 




C 

CO 

o 






r* 


P* 


o 


o 


W 


^ 


C 




c5 


r— 






c 





CO* c3 
3 S 05 



J—, o- --■ 



1 


S 

X 


- 


IM 


_ 


B 




c 


= 


5 


- 


-: 


a) 


■-z 



CO S'Ti 

■« a til 



.2 c3 c 

■§ oo» | 

3 M"£'"3-a 

•g C *- C c3 

J3 ■> S= § 

3 05 OO c 

I ill-Ill 



c co 

"3 3 



3 3 

C0J3 

III 

- o ° 
c _ o 

03 05 » 
0) co *? 

O g CO 
CO 3 CO 

(-1 g o5 
3 S O 



>> =5__ — « *•*" O O^ 
SfiBdBuScooj" 1 



03 5-— J5 00 



M tt £ 



S P g3§"3 3 ffl -gg 3 ia 
co -; „^J co 3 J _ _, co 

^ £ o o g o 333-5 o 
c«EEP53aaa c 

a'^-^-i^-i^*^ 3 c c^ 



Public Works Department. 67 

Streets laid out or discontinued by the Street Com- 
missioners during the year show: 

Asphalt increased 0.22 mile or 2,967 square yards. 
Granite block increased 0.04 mile or 485 square yards. 
Bricked increased 0.00 mile or 33 square yards. 
Topeka increased 0.18 mile or 2,793 square yards. 
Macadam decreased 0.06 mile or 812 square yards. 
Gravel increased 2.26 miles or 32,892 square yards. 
Not graded increased 0.05 mile or 10,041 square yards. 

Corrections on account of revision and other causes 
show: 

Asphalt decreased 0.00 mile or 166 square yards. 

Granite block decreased 0.02 mile or increased 12,808 square yards. 

Wood block increased 0.00 mile or 181 square yards. 

Plank on bridges increase 0.02 mile or 453 square yards. 

Bitulithic increased 0.04 mile or 524 square yards. 

Topeka decreased 0.04 mile or 616 square yards. 

Macadam decreased 0.01 mile or increased 94 square yards. 

Gravel decreased 0.03 mile or increased 26 square yards. 

Not graded decreased 0.01 mile or increased 342 square yards. 

• Public streets laid out or discontinued by the Street 
Commissioners during the year show pavements 
increased 2.69 miles or 48,399 square yards. 

Corrections to previous measurements on account of 
revision and other causes show pavements decreased 0.05 
mile or increased 13,646 square yards. 

Total net increase 2.64 miles or 62,045 square yards. 

The rate of increase from year to year is shown in the 
following table : 

1859 111.50 1887 390.30 1904 500.39 

1871 201.32 1888 392.72 1905 502.20 

1872 207.40 1889 397.84 1906 502.80 

1873 209.24 1890 404.60 1907 510.04 

1874 313.90 1891 409.60 1908 511.60 

1875 318.58 1892 434.59 1909 514.28 

1876 327.50 1893 443 34 1910 518.63 

1877 333.20 1894 447.65 1911 521.21 

1878 340.39 1895 452.12 1912 5bl.36 

1879 ..345.19 1896 456.11 1913 567.51 

1880 350.54 1897 459.12 1914 572.85 

1881 355.50 1898 471.19 1915 584.55 

1882 359.85 1899 479.47 1916 593.62 

1883 367.99 1900 489.55 1917 596.19 

1884 374.10 1901 491.85 1918 601.12 

1885 379.60 1902 496.90 1919 60107 

1886 383.55 1903 499.85 1920 603.71 



68 City Document No. 26. 

The following changes in pavement were made during 
the year: 

0.03 mile or 521 square yards asphalt changed to granite block. 
0.13 mile or 3,537 square yards asphalt changed to wood block. 
0.05 mile or 873 square yards asphalt changed to bitulithic. 
0.00 mile or 74 square yards asphalt changed to Topeka. 
0.38 mile or 7,467 square yards granite block changed to asphalt. 
0.73 mile or 12,865 square yards granite block changed to wood block. 
0.56 mile or 11,006 square yards granite block changed to bitulithic. 
0.16 mile or 4,658 square yards granite block changed to Topeka. 
0.00 mile or 4 square yards wood block changed to asphalt. 
0.05 mile or 1,148 square yards wood block changed to granite block. 
0.00 mile or 12 square yards wood block changed to bitulithic. 
0.00 mile or 4 square yards wood block changed to Topeka. 
0.00 mile or 232 square yards plank on bridges changed to granite block 
0.06 mile or 1,060 square yards plank on bridges changed to wood block. 
0.00 mile or 179 square yards brick changed to asphalt. 
0.00 mile or 467 square yards brick changed to wood block. 
0.03 mile or 672 square yards Hassam concrete pavement changed to 
concrete. 
0.00 mile or 8 square yards bitulithic changed to asphalt. 
0.00 mile or 69 square yards bitulithic changed to granite block. 
0.00 mile or 7 square yards Topeka changed to asphalt. 
3.03 miles or 54,756 square yards macadam changed to asphalt. 
1.46 miles or 49,535 square yards macadam changed to granite block. 
0.02 mile or 2,480 square yards macadam changed to wood block. 
1.75 miles or 40,714 square yards macadam changed to bitulithic. 
3.19 miles or 57,121 square yards macadam changed to Topeka. 
0.13 mile or 1,405 square yards macadam changed to gravel. 
1.59 miles or 25,165 square yards gravel changed to asphalt. 
0.28 mile or 2,878 square yards gravel changed to granite block. 
0.00 mile or 31 square yards gravel changed to wood block. 
0.22 mile or 3,438 square yards gravel changed to bitulithic. 
0.63 mile or 8,252 square yards gravel changed to Topeka. 
2.58 miles or 38,513 square yards gravel changed to macadam. 
0.36 mile or 6,297 square yards not graded changed to asphalt. 
0.00 mile or 824 square yards not graded changed to granite block. 
0.00 mile or 146 square yards not graded changed to plank on bridges. 
0.05 mile or 885 square yards not graded changed to bitulithic. 
0.00 mile or 665 square yards not graded changed to Topeka. 
0.00 mile or 1,401 square yards not graded changed to macadam. 
0.12 mile or 5,465 square yards not graded changed to gravel. 

List of Personal Property on Hand January 31, 1920, 
and Estimated Value of Same, Allowing For Depre- 
ciation. 

Central Office. 

1 automobile $1,000 00 

2 robes 20 00 

Office supplies 500 00 



$1,520 00 



Bridge Service. 

5 robes $15 00 

2 automobiles 1,000 00 



Carried forward $1,015 00 



Public Works Department. 



69 



Brouaht forward 














$1,015 00 


3 auto trucks . 4,200 00 


Supplies, tools and machinery .... 9,500 00 


$14,715 00 


Ferry Service. 


7 ferryboats . $173,588 00 


Supplies, tools and machinery .... 20,000 00 


$193,588 00 


Lighting Service. 


9,728 lamp-posts . $97,280 00 


300 lamp brackets . 












300 00 


2 automobiles 












400 00 


1 robe .. 












10 00 


1 typewriter 












50 00 




$98,040 00 


Paving Service. 


1 large concrete mixer . . . $2,700 00 


5 small concrete mixers 










1,800 00 


3 bituminous mixers . 










9,000 00 


224 harnesses . 












2,240 00 


7 automobiles 














2,500 00 


247 blankets . 














247 00 


23 buggies 














345 00 


13 pungs 














260 00 


7 sleighs 














70 00 


13 jiggers 














520 00 


26 wagons . 














1,040 00 


12 street watering 


carts 


i 










1,800 00 


8 road scrapers 














2,400 00 


90 dump carts 














8,100 00 


105 horses 














26,250 00 


13 snow levelers 














390 00 


6 section rollers 














240 00 


9 steam rollers 














13,500 00 


32 desks 














320 00 


1,002 picks 














501 00 


1,778 shovels 














889 00 


8 scarifiers . 














2,400 00 


Supplies, tools, machinery, surveying instruments, 


engineers' supplies, etc 65,000 00 
















$142,512 00 



70 



City Document No. 26. 



Sanitary Service 
3 automobiles 
3 auto trucks . 
297 horse blankets 

17 buggies 
225 carts 
201 shovels 
228 harnesses 
154 horses . 
72 wagons 
21 desks 

6 sleighs . 
74 pungs and sleighs 
Supplies, tools, machinery, etc 



Street Cleaning and Oiling Service 
8 automobiles and 3 trucks 
142 carts .... 

12 buggies 

37 street watering carts . 

18 wagons 
233 harnesses 
162 horses 

43 street sweeping machines 

11 flushing machines 
121 push carts 
951 street sweeping brooms 
465 shovels 
556 picks 

16 snow ploughs and 6 road machines 
1 Elgin street sweeping machine 
Supplies, tools, machines, etc . 



Sewer Service. 



481 picks 

7 automobiles 
1 truck 

27 horses . 
25 wagons 

8 buggies 
17 carts 

42 harnesses 

50 blankets 

7 sleighs . 



Carried forward 



$1,000 00 

500 00 

297 00 

425 00 

22,500 00 

100 00 

4,560 00 

38,500 00 

7,200 00 

210 00 

60 00 

1,480 00 

36,000 00 

$112,832 00 



$3,000 00 

14,200 00 

240 00 

3,700 00 

1,440 00 

4,660 00 

40,500 00 

6,450 00 

4,400 00 

1,210 00 

951 00 

232 00 

278 00 

3,300 00 

2,400 00 

18,000 00 

$104,961 00 



$240 


00 


2,100 


00 


300 


00 


6,750 


00 


1,250 


00 


160 


00 


1,360 


00 


420 


00 


50 


00 


70 00 


$12,700 00 



Public Works Department. 



71 



Brought forward . 








$12,700 00 


319 shovels .... 


159 00 


Derricks, centrifugal pumps, dynamo, boilers 


> 


engineers' tools, machinery, instruments anc 


I 




379,000 00 




$391,859 00 


Water Service. 




1 motor cycle .... 


$50 00 


13 automobiles and 20 trucks 








16,400 00 


24 horses .... 








6,000 00 


29 wagons .... 








1,450 00 


6 buggies .... 








120 00 


4 sleighs .... 








60 00 


11 pungs .... 








110 00 


Shovels, picks and miscellaneous stock, consisting 


of all kinds and sizes of iron water pipe, meters 


» 


hydraulic machinery, boiler, etc. 


360,000 00 




$384,190 00 



72 



City Document No. 26. 



CO 



C 

ca 

bfi 
rj 
'C 

CQ 

a> 






s.33 



-H o 



-^ rj Cl 

^^ 03 
O O 03 



rt c « 

o bl" 



5 fl 



p-s 



a a 



■so S> 

M 03 S 



o .2 



°2 



3-S"S.S 

"e.3 2 

o3 _*> m 
■S 03 <_ >> 

■agoc 
2 >ȣ 

CQ c3-2"3 



-g m 



Public Works Department. 



73 



o3 



Oja; 






•8 



so 



O +2 



JS o 



H "2 



Q J 



a — 



J3 J 



V k-4 



P3 o 



■s-S 



■s 


££ 


S 


c3 


go 


oi 


Fh 


tH 


G 


Q 


G 



74 



City Document No. 26. 



o 



o 
M 

*c 



Q 



n 
u. 

G 
« 

be 

."2 

'u 
CO 

4) 







O 




C 






c 








o 




o 




o 


6 
















a 




o 




o 




o 


*3 




lO 




o 




o 




00 




IO 




<N 


> 




eo 




CO 






"3 




s© 




























o 
















H 




















© 


















>o 


















(N 


















e© . 


















_o 


















a) O 
































M 




sas 














a 




o - 


















j5 o> 














3 






















t* 3 














'3 




a> o 






























pq 
"o 




U o 














J 




u o 














"3 




a:© 














> 




0,0 
©e# 














. ■n 




© 














03 




Sg 


















- 3 
CD o 
%A 














H 




os 

J3 ^ 




c 














03 -g 




1- 






o 
o 






Q 




&2 




















a> 




















M 




















03 




















Lh 




















O 




















to 




















u 




















o 




























































a 




















OJ 








































S 




















u 


















a 


03 


















z 




















a 

A 


Q 




















a 





















o 


















c 




& 


















■q 


^ 
















03 

— 
p 




o 

H 

K 
















03 


>> 


o 








o 

Q 


<D 

O 

■o 


o 


E 

c 
c 
FH 

F- 


A 

3 






c 

is 


PQ 

H 

W 


O 

■a 
a 

03 


Q 
K 

pq 


-a 

p 


T3 

03 

O 

u 

'3 


O 

a 
S 






o 




V 


K 
PS 







pq 






h-l 


to 


3 


g 


J 


a 








BS 


o 


<! 


c 




p 










A 


£ 


c 

FH 

a 


a 

03 


S3 








02 




o 
& 

§ 
o 

O 

B 

o 




'E 

p 

03 

a 

03 
bl 

e 

'5 
'5 

p 

c 

a 

: 
o 
A 


"S 

t~i 

03 
iS 

d 

0) 

is . 

"A 

. o 

4) O 


« 

H 
FH 

00 

H 
|S 










3 
o 




a' 
T 


>.2 

03 t> 










rC 






a oj 




o 






03 




a 


c3 O 




A 

"3 






c 






a 


£ 




£ 





Public Works Department. 



75 



o 
U. 

C 

Ed 

4) 
of 

_^ 

CQ 
<U 

XS 



re 
u 
0* 







o 


O 


o 









o 


o 


o 









o 


o 


o 









o 


o 


o 







^S 


co 


o_ 


00 


o_ 




o"3 


oT 


co 


o 


10 




CO 


CN 


co 


1>- 






89 












O 


o 


o 









o 


o 


o 



















■S O M 


o 


o 


o 







2 ®-S 

_E 32 


o 


o 


o 







o_ 


as 


c 


o_ 






CO 


■* 


od 


CO 




m^? 


■>*! 


t^ 


>o 






Wra 


m 














o 


o 


o 











o 


o 


o 







d 


,_; 


o 


o 


o 







z 


CO 


o 


o 


o 







<! 


O 


co 




00 







l-l 


co 






CD 






a> 


iC 




O 




O 




a=> 




■- 1 






a 














& 

j 
















moom 


o 

o 


om 


OO 




> 




NO"QN 


ON 


1OO 




Q 


o 


9% 


CN 


CM iH 


CO (N 




o 


-^ .*i -*j ^ 


CO 




-p -^> 




Pn 


oj C3 CO c3 


cS c8 


CO cO 




s 


(4 


cOOOiO 


o 

O 
"O 


CO CM 


—IO 








OONO 


NtO 


HO 






PM 


■-ii>ooo 


00 CN 


iq co 






COTji'tOtN 




00 CN 


OtjT 






CO i-i 


CN 


rt Tt< 


rHM 








* -4-* •)— 




-I-* 


-1—* 










CO "^ 


CO CO 


CO 




■3 §2 


o ~3 
co 3 
"S CO 


'1 6 


In 


O 




gS" 13 

t-t_ o 


i.s- 


£ S 


CD O 

a_S 


IS 






m O 


CD >C 
CO CD 


CD 
CO CD 


H 

O 

a 




" m k 


CD £ 

** CD 

c-c 


Jif 


a E 




O-S o 


o^ 


o| 


C 


CD 




. CO** 


E 


.a 


;Jh 


^ 




|E« 

^ en"* - * 


cJJ2 


-f^» CD 
CD J 
r* &h 

CO *^» 

CD 4» 

ti^ci 

° 8 


to .a 

CD J3 







» S S 

P CD 1 " 

M s.s 

o a ~ 




£a 
pa £ 


CO 



fa 

cd" 

I^ 1 




H 

d 



a " * 
J -2 £ 

Soft 

£-*£ 

0) o-C 

*» g*> 

^ CD <D 


C - 

■Sfl 

"2 ° 

*s © 


°"3 
e o 
o c 

'■£ CD 

S C 

.5 ° 

S tT 

b CD 
<D— _ 

** c 

CD^l 
£<D 


^_J3 

O ** 

c E 

.2 
•w 

cc? u 

E co 

-u CD 


co c; 

ffio 
fe.a 

3Ch 




cO ^ O 


"5 c 




to. 




T3 co a 
cd cd„_ 

£ o O ,J 

o e t> 

— C3 O o 

'S.tJ <» 5 

^ > CQ CO 

S3 P -3^_ 
° „, O >- 


+J GO 

CO.CD 

-a "a 

CD O 

"£ C 
CO CO 


CD CD ^ 


3-2 

■si 




MT3 

it 



~3 £f 




Sec 

o O — 

2^ c 


_ CO 
ISrfl co 

»."tJ a 

C JJ o 

-t^> CDT3 

ggo 
pa o_g 

-w-C"^ 


_Oj3 co 

CO 3 
Jj2 =« 

I'sS 


co c 

CO 3 

O CD 

^.1 
CD O 




CO g CD O 

M -<3 o 3 


o S co 

~c a 

>>CD P 


co CO C 

£3 CD CO 

.^3 co 

>. CD a 


3t3 

> * 

CO CD 




CJ °-*J^ 


^- £ t- 

CD O 


fc O co 


si 

B CO 




^ £'E c 
-e cs £ cs 


fe CD P 
■C co-C 


fa CD O 

•5 c3 -C 


^ co co 




3 


a 





O 


CO 






OQ 


m 


!? 


z 


++ 



76 



City Document No. 26. 






.g O M 

03 CD S 

6.52 



be 

c 

'> 
cS 

a. 






ea . 




cd&3 


O 03 






3 a 


£ >> 


o 5 


oj CD 


-ao 


to a 


"o a 


CO 


O CD 


a<=s 


- a 




73 CD 


oCl, 


OJQj 


" ~ 



j3_ej 


■rtfl 


P. d 


0) O 






o3 t-< 


3- 


Si 


a3 


sjs 


^ a 
o '-' 


CD g 


„Q 03 


-PT3 



+3tN 


"CQ 










^ a 


03-* 


°.s 

CD -*J 

a a 


W 03 
Ufa 

a ^ 


K° 


Oi 


.-0 


o3 a 


k a 


fig 


03 O 


03 u 


3ft 


SIS 


er, 


a'-?i 




a 








o 


U 


U 



a « m 
o- 13 a 

■P o ™ 





— 


7) 




Tl 


a 






o 


at 


>, 












o 


a 
















= 






CD 


a 




a 


CD 


03 
DC 




— 


J 


- 














§ 


<D 
V) 




a) 


a 


H> 




5fl 


" 






T3J2.15 




a 

c3 


— 


ii 




c 

a 


^ 






s 






X 


a 




























— 


CD 


■a 

CD 




0) 


03 


a# 

m cd 


CD 




>> 

4-5 










0) 


~ 


-~ 


ftUU 










tH I— I 


a 




-3 

a 


a-a 


& 


O 


a 


H 


a 


















a 




a 



o 


CD 


s 


o 


>1 


03 




*3 


~ 


O CD 

ore 


CD 


a* 






a 

1 






CD 

in 


Q 


O 
— 


H 


S 


a 


a 



«JJ 



^2 



a£P 



$1 



2 « 

o3i3 






° a 



M 03 

-2 o 



t> a 

03 O 

— , a 



■*>< i-i 



.2 a 



03 CD 


t*- 


ol 


a&o 


o 




CO CD 




- 


CN £ 




— 






O-M 


"cd ^ 


3 


3 ^ 

Ml CO 

a'-' 


"S a 
>--2 


a 


a . 


a 


O 


S M 


o 


§3 


a o 


of 




03 <U 


03*^ 










e3 








OT3 


♦» 3 




~ a 

CD CD 




4= 

CD 


is- 


aft 
ff-s 


CD 



o 



Public Works Department. 



77 




o3CO 
<n bo 

3i a 



cdPh 

CD CD 



■3-2 

a2 



£>2 



13 T3 



■« a <u 



4) CD 



S-e 



a 


-a 


•:• 


5 













a 
M 

13 


"3 


43 


a 




+j 




*n 






a 


o 




si 


^ 


<d 


T3 






-a 




O 





a ° SR 

o.S« 
P9j3 o 

cd** 



So ft 



-I ° 



_M-0 



gci 



« 
a 



O o3 fl 

a.ti« 

o = o 

-*> CD CD 

"^ ^ 

cd +3*a 
2x! S 

S2cs 



."oo ' 3 
C^- 1 bl) 
'3 C.S 

8£'3 

~ cp ,—* 
~ 11) j-,-r> 

°^£ 

° m £ >> 
"S-2 ** 

CD t-< ..■ — 

13 S > » 

M_55 fc* CD 
03 — ' <DCC 



N CD 

si 

.2 * 



03^ 









&b f3j 



oso 

— h „n 

% en -w 






3 >> 

■3 « 

03 03 

It 
o O 

O 

°~ 
■M 03 



" J 03 

"§■« 

si a 

03 ID 

a*" 

> ° 

c3>< 



CD !5 



O bo 

« a 



*c« 



*5E 



QSfi 



*s 



03 jjv 
CD *" 

03*3 



< £ 



78 



City Document No. 26. 



Q 

tf 

cd 

"S 

cd 

"3 
C 

Ed 

U 

a 







o 






O 














o 




o 








-2 3 


o 




o 








o 




o 








£"3 


■* 




CO 


r^ 




tfj 




■* 


0" 


oi" 




m 




r~ 


CO 


<N 


" o Sb 

03 4) ^ 

2-22 


o 




o 


O 


O 


o 




o 





O 


o 




o 


O 


O 


o 




o 

o 



O 


O 


'-3 c3"d 

i*rfl 


of 




t>r 


O 




efc 




CO 


O) 


10 






o 




o 












o 




3° 

oo 










"3 


o 




"So 







o 




AO 


00 







o 
H 






<|cO 




00 






«s 




«# 


«© 


t> 


Q 














•< 


























^ 










oo 










b 










■* 










O 










od 










p- 




0> 




"o 


c 








> 




o 

(35 




03 

a 


CO 








Q 




lO 






m 








o 
o 


od 




03 


03 






■<! 


fa 


-a 




T3 








S 


h 


a 




01 


CD 






S 


0) 


03 




3 . 


O 






fa 


1 — ' 




"3 oo 


<*H 






w 




o 

"73 

a 

03 




>9 

•" 03 


IB 
t« 
03 
3 
C 

CO 












o> cd 


■0 














Oi CD 


to 


























O 




I> 


10 










co 




CO 


co 












a 


ia ^3 2 


btj oj 




+i 




CD 


a S 




0> 
Eh 

03 

C 

03 


"3" 

o 

*> 

M 


ca 

is 

_03a3 


3-3 (§| 

§ l -si 
.0 ^° 


X!C0 

£2C 




O 

•o 

od 

M 

a 

S 
'3 


4> 

m 

bD 

a 

o 

73 

a 


o >, 
~* h 

« 2 

OJ P. 
t* 03 

^T3 

- cd 
O-P 
OOJ 


MS > h 

"St, a.2 


s». d 
cr g 

S h a 

10 , o3 
Ci<® 

7! O 




"3 
o 


M 


Spa 

£ s 

^ fa o 
B 2 


J-a ^ OJ 

ti 0) ^co 


a <b"£ 

:s§2 

. c3 03 
m' C 
O j* 





o . - 
H a, >, 

CO tj CD 
O o fl 


& .a 


^ S^ r" oj „ 
S-^ £ « 


d 

o 


03 
CO (o^ 

03^ 


Q CO 


33 ^ . 

W ^~. o 

Q Is 




03 


rt CD 

1 « 

.2 03 

CO t* 


co»^ d 

73 «-S COO-H 

S»?§ ,£> ® 

BO fl O d C 

>coo io2 
*<n-0 g"3a 

3rt-g £-"o5 
I- 2 " 3 "H 2 ™ 

03 03 


djD a) 
Sif-a 
o'S-w 






oi 

a 
a 

o> 

!> 


Ji 1 CO 

a) 3 

£0 




T3 O 
§^ 

■til 

a^ 

03 


o3 

-a 
o 
e 

P3 

CO 


*- - 

.2 <~ 
ii 

"Sa 

22 

&« . 
o._ 




"S 3 

^ m 2 

Jfl -d O 






W 




CO 


> 


s ^ 




S 





Public Works Department. 



79 





o 










o 






o 






C 






o 








o 






o 






o 




8 








o 






o 
o 






8 




o 








o 






°i 






US 




co 








^* 






oo* 






* 




■* 








■* 






■* 






o 












o 






CN 










o 








o 






o 






o 




o 








o 






o 






o 




© 








o 






o 






o 




8 








o 






© 






o 










T 


' 






1C 






o 




o 








c 








o 






o 




<M 








<r 


















o 








c 








o 






o 




o 








£ 








o 






o 




o 








c 








o 






o 




o 








o 






o 






o 




o 








cc 








°L 






iq 




TfT 
















ro 






Tt* 












~ 








00 










~ 












































co 






























m 




























































<3 




























































OJ 






























OJ 




























































o 






























o 






























00 






























o* ~ : 






























o 






























..«n 






























°^rt 






























3* 




























































"■2 03 






























63 




























































■fi a 






























<» OJ 






























CJ<~ 






























""o 






























OO 






























ooc 






















«3 








""ice 






















CX 






























SS 






















-3 




a 


>> 






M 0J 






gC 




a-5, 03 




















d o> 




it o, 
















9tJ 






Ci o 




at S 




"a 




O 


Ti 
















B 

o 

cj 




- 


0. 






3 „ 






c3 c3 
C 03 




o - a 

a- 2 




o3 






3 

— ' 






03 "? 

°.£ 

3 — 
S oJ 






c— a 
oj a £ 

J go 




OJ =3 o 

— 23,13 

o :g 

S3 £ 

3* o 

a a-c 


6 


03 




in 
_c 

'2 

"5 

c 

o 
a 


2 

a5 

O 

| 
O 

jd 

03 
£> 

'- 

O 

.3 

03 
SO 

00 

>> 

§ 

£3 










-■•{3 >, 

■s ° *< 

»3o 

p CO 03 


Q 
Z 

H 

a 

o 
o 

X 


any street, No. 650, containing 90,800 6 
stables, buildings, sheds, veterinary hos 
paint and harnessmaker's shops, also a 
by the Street Cleaning and Sewer Ser 


3 

03 

a) 

i 

aj 

i3 — 


Q 
Z 

H 
in 

m 


c 
a 

•? 
o 

,£ 

■- 

- 
I 

a 

a> 

<D 
o 

M 

O 


Ph 

oj 
30 

M 

g 

5 

a 

03 
M 

3 

03 
© 

5 

c 
a> 

73 
a> 

ss 


Q 

H 
o 


^ Oj 
03 >h 

03 
O 

LI OJ 
t~ 0l 

S| 

K 

03 -^ 

rt'o 

§2 

li 

_ o 


~ 

a 

-r 

a> 

^j 

aj 
o 

o3 
Si 

e 
~ 

= 
03 


as 

a 

j 

r- 

5 
Ph 
02 


O - c 

» a 

COS 

c 2 > 
'5-Hi? 

to° 
u a*» 

_:^§ 

s m 

JS o^ 
gao 
a"S o 

OJ ^ 

s--3 ° 




£ 




-Q 




o 








u 






3 




< 






< 




Z 








fa 






fe 


1 



80 



City Document No. 26. 



h£ 



O M 



as-a 

'•5 C3-S 



Sfe 



oj g 



Z, 6 m 



H Ph o 



o 




H 




- 












d 






M 






a; 


Tl 


rrj 


fl 


3 


P 


d CD 


T3 


a 



2« 



os d 
^° 

a « 

£ o 
>>d 

1? CD 



■^ 



-o d 



c3»C 



d s 



5« 
do 
PS 1 * 



-2"SO 5 



go 

I? 

S o 

c3 >> 



Public Works Department. 



81 



£ O M 
g a) .5 



w^m 






a 
>> 

u 

CS 

"5 

CS 

(/) 

C 

a 

•— 
<a 



o 



03 m P 



n ^ 



CO 

oo 
.© 

00 .H 



(B O 

«£0 



*z 




"flS 


s 




C a 


c 




■2,§S 




OS 




g 

9 




03 g 


o 
o 






a 


o 


Et3£ 




ss^ 


H, 


« 


rvice.) 
ding pu 
exchan 
side of 






o 
















co.— *>.r? 








a 




SPfl P s 


















3 of <n 8 


a 




Clea 
Iding 
rnon 
the e 






01 Si— O 


si 














#"S£ S 



co d^ m 



£ o 

-Pm 


> 










^ n 


s> 




-w-Q 


z 


-, 


- °3 


o 




£w 


-= 


r- 








.QT5 












OO 







CO . 

II m 
n <p 
..* ,_, 

a * 

cSr-l 

a 

.Ha 

O 03 

GO ^ 

hD o3 

d» 
3 o 

T3 



82 



City Document No. 26. 












o 


o 




o 


o 




















o 


o 




o 


o 














r c 


2 




o 


o 




o 


o 











O "S 








o 


o 




o 


o 











O CM 


c 


"S 




r- 








t--^ 






CO 




"S Tfl 


E- 


> 




cd 


CD 




O 


■tf 






cc 




of 








CO 




























6© 






















T3 t 

CD' 






o 


o 




o 


o 











O 


O Ml 




o 


o 




o 


o 











O 


03 


0>.S 




o 


o 




o 


o 











O 






o 


o 




c 


c 











O 


'-3 OS'S 

co t> 3 




•* 
e© 


o 

us" 




CD 


US 
lO 











US 


d 






o 


o 




o 


o 











c 


O 


Z 






o 


o 




o 


o 











c 





< 


*-f 




o 


o 




o 


o 











= 


us 






o 


o 




o 


o 











c 


CM 




o 




CO 






US 


°i 






00 




c 


■* 


o 


E-i 




CD 
CO 


~" 




CD 


C3 






^ 






~ 


H 






a% 






















P 




























►J 
<! 






















































> 

































^j 




























H 


o 




o 


o 




o 










-* 1 






i.O 


En 


o 




CO 






US 
















CN 


g 


Ph 




o 
























09 


Ph 




























H 




































o 

CO 

2 

o 1 


M 

2 

& 

CO 
CO 




a 
o 
,a 

■? 

o 
& 

o3 


60 

'3 

CD 

o 




CO 

M 

03 

3 

03 


CD 
CD 

2 




CD 
03 
3 

cr 

CO 

; 

00 








US 


^ 




CD 
03 




CD 
-C3 


cr 

CO 

10 




co" 

co" 










^ 






ri 






C3 














o 

CM 






O 


03 




tH 


00 




-c 










<M 


s 






0) 




CO 


of 














£ 


a 
o 




2 


* 




-3 






f. 


3 
















o 




m 


^ 






O 








a 
a 
o 


a 




a 






03 






T3 


u 








"o 




o 
a 


CO 

IS 




T3 


CD 

a 




a 

03 


CD 

a 








a 


o3 

CD 




a 
o 
a 




3 



a 




T3 

a 


3 








O 
03 
CD 


< 




CD 
CD 




a 


03 
CD 




CD 

- 


CD 

CD 








< 


a 

o 




2 


CD q5 
CD 5 




'B 

si 






a 
X 


o3 
3 
C 


c 


5 
) 


1? 
O 
E* 

DO 


co 

a 



■03 


03 
M 

O 
O 

© 

CN 
>i 

03 

a 

03 
CD 

5 


o 


co 
O 
us 


IE "- 

8 2m 


« 
p 



Eh 
CQ 


a 

03 


.2 




B 

'2 

cS 


CO 


i 
< 


! 
3 

3 

5 


o 

pq 

m 

< 


bO 
O 
O 

o 
©" 

o 

CD 


K 
< 


aining 13,1 

Brigh 

92,408 sq- 
the Sewer 


rt CD 

r-i a 






oj" 

3 

a 


CO 

H 

n 

a 


Q 


CD 
O 

CD 

O 

X 


p US 

9 » 

03 








US 

*s 

>> 

03 




a 
o 
o 

CD 
CD 


5-° 

a s 




09 h 




CD 
> 

03 

a 

03 

-*3 




5" 


O 

a 

03 








M 











« 


"3 




O 








a 












a ■« 


a 














03 


CD 

M 




CO 


T3<i 




•3.S 










a 








03 






"a 


a 




CD 




+3 


■+j 








.a 


CD 




H 


— • aj 




03 00 

CD 03 


§ 




^ 


00 








'o 


O 




a 

o 


13 1 

" 




'ol S 


a 

03 






Fi 
03 
CD 


CD 








F 

CD 



o3 

9 






"03 

a a 

a) 




CD O 

CD L. 


a 



• 


a 

CD 


a 

S 
►J 








u 


'P 




4 c3 


>J3 
03 co 




coT3 
CO U 




CD 


■d 

CD ^ 








s 


CD t) 

co a, 




<2 I 


as 

-2 > 




S a 

.2 £ 


at 

13 




a 











■a"" 




"d 














cd 








M 


M 




CD 


CD 






03 




£ 








03 


3 




3 


£ 






^ 


^ 




O 


w 



Public Works Department. 



83 



a & a 







tuX 


o a 




s ^ 


C3S 


os 


T3 ^ 




■a* 


3*" 

J2 o" 


OO 


























r. 






cJO 



.2 c 



•S « 5« 



6.& 


ga 


£ 
s 
a 


"Sm 


8« 


tn EQ 


-*i 


£0Q 




-^ -U 




n !>> 










tD oj 


d 3 




R'a 


>i-a 






t. O 


§* 


sa 


© 


fi« 






a 








5 


fefe 


* 


£ 



84 



City Document No. 26. 



Employees. 
The following tables show the number of requisitions 
made on the Civil Service Commission for men; the 
number appointed, reinstated, died, resigned, discharged 
and retired; also the grade and number of employees 
in the department: 



Requisitions made on the Civil Service Commission 

Requisitions canceled 

Number of men called 

Number of men certified .... 
Number of men appointed .... 
Provisional appointments made permanent 

Promotions allowed 

Reinstatements allowed .... 
Number of men discharged .... 
Number of men resigned .... 

Number of men died 

Number of Civil War veterans retired 
Number of laborers retired .... 
Number of transfers to other departments 
Number of transfers from other departments 
Number of Civil War retired veterans died 
Number of retired laborers died 



22 

4 

120 

194 

104 

10 

17 

130 

1 

50 

56 

1 

13 

10 

9 

11 

41 



The records of the department show that there are 
now 3,083 persons eligible for employment in the several 
divisions and of that number 2,972 were upon the 
January, 1920, payrolls. 

* One hundred twenty-one of these men were on the eligible list February 1, 1919. 



Public Works Department. 



85 



Grade and Number of Employees. 



Title. 



Services. 



CO 

o 







W 














a 










1 


03 


a 


>> 


6 

60 




(4 


a 


?,o 




S 


jd 


03 




m 


c3 

go 


m 


fa 


PQ 


3 


£ 





1 


















1 




1 


1 
1 








1 




1 

2 


4 












3 




1 

42 














1 


Cleiks 


14 


5 


2 




1 


2 


1 


33 
" 2 


100 




2 






1 
13 
3 
7 
13 
46 
11 
30 


1 

20 

17 

28 

24 

46 

4 

5 

1 












2 




1 








8 
6 
6 
2 
3 




6 
2 

6 

3 

38 

13 

1 


48 










28 












47 












42 






39 

8 


37 

10 

3 




209 






46 








3 




42 






1 


















2 
3 


2 






7 


1 
6 


19 










30 














6 




3 

2 
1 
















3 




1 

4 
22 

1 
















3 




5 

4 


3 

2 


3 
1 


4 


4 
13 


1 


11 
5 
1 


32 




50 






3 




1 
3 












1 




















3 






8 














8 






1 
1 






1 








2 


















1 














137 






137 














26 






26 






1 
1 














1 




















1 
























55 


178 


177 


73 


54 


32 


185 


2 


129 


885 







86 City Document No. 26. 

Grade and Number of Employees. — Continued. 





Sekvices. 


Title. 


i— i a 

CO 
O 


c 

Ph 


u 

CD 

CD 

CO 


>> 

Eh 
03 

'8 

03 
CO 


si 

c 

'3 

■u * 

SO 

CO 


S-. 
CD 


6 
to 
."3 

"&H 

PQ 


ti 
a 
'-£ 

3 


CD 


"3 
o 




55 


178 
12 


177 

6 

1 

12 

4 
1 


73 


54 


32 
12 

1 
34 
16 

1 


185 


2 


129 
1 
1 
2 


885 




31 










1 




4 






6 






54 














20 






1 


8 

7 


1 






2 


6 










8 




















7 


















2 
2 


2 










1 




1 

7 
3 
11 
2 
2 


1 




5 










7 




















3 






316 


80 




162 


1 
1 


1 


176 

22 
8 

25 
1 


746 






3 








4 






29 












8 




















25 








12 
19 












13 






1 


1 


1 








3 






9 
1 








28 


















1 






86 


1 










3 
25 


90 






1 

9 










26 






2 


1 




3 

12 
12 


3 




18 










12 




















12 


















49 


49 














1 






1 






16 














16 












1 








1 


















2 


2 








11 












11 














192 










55 


618 


329 


100 


218 


161 


3 


450 


2,126 







Public Works Department. 

Grade and Number of Employees. — Concluded. 



87 





Services. 


Title. 


p-. 6 

«o 
o 


g 


CO 


u 

o3 

"a 

CO 


ti 
d 

"3 
go 

CO 


>> 

h 


M 


.9 

M 

3 




15 

O 

H 




55 


618 


329 


100 


218 
1 


161 


192 
2 


3 


450 


2,126 




3 




1 


2 
16 


1 
2 
1 
1 
4 




1 
















18 
















2 
2 
5 


3 








1 

29 


35 


1 
1 






5 






27 


3 




103 






1 






59 


8 


387 


212 


3 




18 
1 


687 






1 














12 






12 






1 














1 








1 












1 






1 

13 

1 

1 














1 






19 

.... 


13 
3 
4 
3 

S 
7 


5 




4 




12 


66 






4 
































3 




















8 






7 


3 


7 








6 


30 














Totals 


56 


746 


368 


556 


478 


175 


204 


4 


496 


3,083 







88 



City Document No. 26. 



Comparative Table Showing the Number of Employees Actually 
Employed February 1, 1919, and February 1, 1920. 



























ffl 














O <D 








O 

"5 


M 

-a 


>> 


.9 

xl 


a 
5 


>> 

'3 




II 


c3 


"os 




O 


pq 


£ 


i-l 


Pu 


03 
CO 




02 


£ 


H 


February 1, 1919 


45 


201 


179 


4 


741 


477 


322 


459 


486 


2,914 


February 1, 1920 


45 


200 


174 


4 


722 


525 


359 


460 


483 


2,972 



February 1, 1919. 
February 1, 1920. 



Total Eligible Force. 



50 


217 


178 


4 


767 


533 


353 


473 


514 


56 


204 


175 


4 


746 


556 


368 


478 


496 



3,089 
3,083 



Table of Employees Showing Appointments, Transfers, Resignations, Retirements, Deaths, Etc., 

During the Year. 





CO 

a> 
u 


CO 



e3 




o.l 






OS 




o 

CM 
03 


S CO 

o £ 


21 








o 

■a 

-d 

CD 


> 

-d 


«xi s 




a 


M 

u 
03 


>> 

03 

d 


Services, 
1919-20. 


CO 
>, 

03 


"cox: 


K'TJ cti 

"SxiC 


-d 

03 


-a 
o 


•d 






o +° 2 


a <j 














s^S 






<o 


o 


a 


2 ^ c 


C30 


CO 


CQ 






O 


03 O 


03Ofc 


°5 


P. 


U 


tf 


« 


Eh 


Eh 


K 


P 


■fe 




1-3 


Eh 


Eh 


rt 


< 


2 








1 

15 

8 


1 

1 

4 




50 
217 
178 


Central Office 

Bridge 


*56 
204 
175 


S 
6 
8 






2 


3 














2 










i 


2 
















4 
767 
533 




4 

746 
556 










15 


6 
3 




2 
4 


30 

27 


31 


1 




23 
24 


3 
3 




7 


8 


Sanitary 


69 


5 




1 


3 


22 


3 




473 


Street Cleaning 


47S 


26 


1 


8 


4 


5 


1 
3 






15 

8 


G 

4 




353 
514 




368 
496 


31 
3 


2 




9 


16 




1 




11 












56 


13 


1 


10 


126 


50 


1 


3,089 




3,083 


129 


9 


9 


104 









* Includes eight Central Office employees who are paid on Water Service pay roll. 



Respectfully submitted, 

T. F. Sullivan, 
Commissioner of Public Works. 



PART II. 

APPENDICES. 



APPENDIX A. 



Central Office. 






Appropriation 






$84,050 08 


Expenditures from Februarj^ 1, 1919, 


to January 




31, 1920 






79,909 15 


Unexpended balance transferred to City Treasury, 


$4,140 93 


Expenditures 








Salary, commissioner 






$9,000 00 


Salaries of clerks, stenographers, etc. 




. 


64,988 96 


Automobile expense: 








Wage of chauffeur 


$1,218 




Gasolene 


383 


69 




Storage 


96 


00 




Repairs 


441 


10 




Tires and tubes, new and repairs, 


550 


68 




Supplies .... 


61 


58 




Oil, grease, etc 


63 


96 




Registration 


10 


00 


2,825 01 
1,886 41 


Printing 






Stationery 






131 86 


Wales adding machine 






315 00 


Books, papers, etc 






185 92 


Atlasses 






75 00 


Expert services, investigating leases 






25 00 


Postage 






161 15 


Telephone tolls and rentals 






19 55 


Travel expense, car fares, etc. 






200 22 


Inspection and repairs to typewriters 


and adding 




machine 






87 75 


Premium on surety bond 






6 00 


Soap 






1 32 




$79,909 15 



92 City Document No. 26. 



APPENDIX B. 



REPORT OF THE DIVISION ENGINEER OF THE 
BRIDGE AND FERRY DIVISION. 



Boston, February 1, 1920. 

Mr. Thomas F. Sullivan, 

Commissioner of Public Works: 
Dear Sir, — I respectfully submit the following report 
of the income, expenditures and operation of the Bridge 
and Ferry Division for the year ending January 31, 
1920. The expenditures of the division in the regular 
maintenance appropriations of the department were 
$826,208.32. Under a number of special appropriations 
$377,931.95 was expended, making the total expenditure 
for the year, $1,204,140.27. 

Bridge Service. 

Apportionment of Cost of Bridges between Boston and 
Chelsea. — ■ The city of Revere paid $34,448.99 as its 
share toward the construction and maintenance costs on 
Chelsea Bridge North and Chelsea Bridge South. The 
city of Chelsea has not yet paid anything towards its 
share of the cost. 

Ashland Street Bridge. — ■ This bridge was built in 
1875, is in very poor condition and should be rebuilt. 

Clarendon Street Bridge, Proposed (over New York, 
New Haven & Hartford Railroad and Boston & Albany 
Railroad.) — There has been some difficulty in getting 
the necessary buildings torn down but a start has been 
made and the bridge should be built during the coming 
year. 

Prison Point Bridge. — ■ The Boston & Maine Railroad 
has started repairs to the corroded steel work, necessita- 
ting the removal of flooring. The progress has been 
slow. 

West Fourth Street Bridge. — The New York, New 
Haven & Hartford Railroad has begun repairs on the 



Public Woeks Department. 93 

corroded ironwork of the bridge, necessitating removal 
of the floor, which also needs renewal. 

Winthrop Bridge. — Final settlement of the cost of 
Winthrop Bridge with the town of Winthrop has not 
yet been made, but the matter will probably be adjusted 
in the near future. 

Recommendations for 1920. 

Bridge Service. 

Ashland Street Bridge (over the New York, New Haven 
& Hartford Railroad) . — This bridge, which was built in 
1875, and which is in poor condition, should be rebuilt. 

Chelsea Bridge South. — A new bridge should be built 
at this location as soon as money can be made available. 

Ferry Service. 

One or more new ferryboats should be provided dur- 
ing the coming year. 



94 City Document No. 26. 



BRIDGE SERVICE CONSTRUCTION WORK, 

1919-20. 



Belgrade Avenue Bridge (over New York, New Haven & 
Hartford Railroad, West Roxbury). 

Belgrade Avenue (formerly Beech street) Bridge has 
been entirely rebuilt under an order of the Public 
Service Commission, dated May 16, 1918. The order 
required that the old superstructure be removed and 
that both abutments be rebuilt and relocated, with a 
clearance of not less that 31 feet; that the new super- 
structure be steel beams encased in concrete, with a 
clear headroom of not less than 18 feet; that the road- 
way between curb lines be .40 feet in width paved with 
granite and two sidewalks of artificial stone to be pro- 
vided, not less than 9^ feet wide; that provision be 
made for two street car tracks and that the whole be 
designed in accordance with the March, 1915, specifica- 
tions of the Public Service Commission. 

A contract was made with the West Roxbury Trap 
Rock Company, approved September 13, 1918, for 
building the abutments and superstructure, for the sum 
of $43,500. 

Work was begun March 10, 1919, and completed 
November 24, 1919. While the contract only provided 
for the maintenance of foot travel by means of a tem- 
porary bridge, during the construction of the new 
bridge, arrangements were made between the Boston 
Elevated Railway Company by which one line of cars 
was kept in service and foot travel maintained over 
either the old or new bridge at all times during the 
work. 

The old abutments, which had a clear opening of 
only about 28 feet measured at right angles, were built 
of Roxbury pudding stone, laid dry originally, but at a 
later date the face joints were filled with mortar as far 
as could be done. These abutments were entirely 
removed and such of the stone in them as was suitable 
was used in a boulder concrete of which the new abut- 
ments were built. The new abutments were spaced 
31 feet apart measured at right angles at the track 
level. 



Public Works Department. 95 

The north abutment was 81.48 feet long on its face, 
with two sloping wing walls, one 18.09 feet long and the 
other 20.82 feet long, measured on their faces. The 
cross section of the abutment was 11 feet 6 inches wide 
at its foundation, stepping back on the face with two 
steps each 9 inches wide and 2 feet 6 inches high, leav- 
ing a width at the surface of the ground of 10 feet. 
From this width it battered back to a width of 4 feet 
at the bridge seat, which was 2 feet wide and a parapet 
2 feet wide was carried up to the under side of the 
pavement, for the roadway, and to the surface at the 
sidewalks. 

The south abutment was 79.43 feet long on its face 
with two sloping wing walls, one 18.09 feet long and the 
other 28 feet long. In cross section this abutment was 
of the same dimensions as the north abutment. 

The bridge consists of twenty-four lines of 15-inch 
Bethlehem girder beams, weighing 140 pounds per foot, 
35 feet 6 inches long, placed at right angles to the abut- 
ments and apaced 24| inches on centers; two lines of 
the same sized beams having slightly shorter spans but 
greater spacing, and seven lines of beams of the same 
depth but weighing 73 pounds per foot, of varying 
lengths and spacings, to provide for the skew of the 
bridge. One end of the beams resting on an abutment 
and the other end being supported by a 30-inch Bethle- 
hem girder beam weighing 200 pounds per foot, one 
such beam being located at the outside line of each 
sidewalk. All these beams are encased in Portland 
cement concrete. The spaces between the beams are 
filled solid with the same grade of concrete, the concrete 
being carried down 3 inches below the lower flange of 
the beam and 2 inches above the upper flanges, forming 
a reinforced concrete beam 20 inches in depth. The 
reinforcement for the lower flange consists of f-inch 
diameter rods spaced about 4 inches on centers, with 
transverse rods of the same size between the beams 
and for the upper flange Clinton welded wire cloth 3-inch 
by 16-inch mesh, No. 2 and No. 8 wire being used. 
Two lines of chilled cast-iron blast guards, one over 
the center of each track are secured to the lower flanges 
of the beams . These plates are 24 inches wide and 1 
inch thick and are placed so that the exposed face is 
flushed with the concrete. 

In the roadway on the concrete beam there was laid 
a concrete foundation for the granite pavement, carried 



96 City Document No. 26. 

up to within about 5| inches of its finished surface, 
trenches being left for the two street car tracks. In 
these trenches a single layer of tarred felt was placed 
to break any bond with the concrete which surrounds 
the metal track ties and the base of the girder rails; 
this was done to enable the tracks to be removed at 
any time without disturbing the concrete below. 

The entire roadway was covered with a layer of 4-ply 
waterproofing, protected by f inch of asphalt mastic, 
and on this was laid a 4-inch granite block pavement, 
with a thin bed of cement and sand. The joints in the 
pavement were filled with Portland cement grout. The 
sidewalks were built of concrete and have granolithic 
wearing surfaces, and the curbs were also of concrete 
protected by metal nosings. In these walks, surrounded 
by concrete, were placed the telephone and electric 
light wires, ducts for the cables of the Elevated road 
and the gas pipes. Wrought-iron handrails are pro- 
vided, attached to the girders on the street lines. 

Boylston Street Bridge (over Boston & Albany Railroad.) 
Necessary repairs to the bracing of the floor system of 
this bridge were made during the year. Many of the 
strut connections, which were of aluminum alloy made 
by the United States McAdamite Company, had failed 
through deterioration and other causes, allowing some 
of the struts to fall on the railroad tracks. Thirty con- 
nections were cut out and replaced with steel plates. 
Six new struts were put in to replace those that had 
fallen, and the connections covered with concrete as 
originally built. The work was done by the day labor 
force of the Transit Department. 

Broadway Bridge (over New York, New Haven & Hartford 

Railroad) . 
The work of repairing two spans of this bridge, over 
the main line tracks, was begun in 1918 by the Transit 
Department. The steel work on these spans was com- 
pleted in February, 1919, and the deck and paving, 
which was under contract to Michael J. Kelliher, was 
completed in April. Fifty-eight steel stringers were 
replaced by new ones. Eight floor beams were repaired 
and strengthened and several hundred rivets redriven. 
Also a number of tie rods were replaced. About 50 



Public Works Department. 97 

per cent of the yellow pine and spruce timber in the deck 
was replaced with new. Michael J. Kelliher's contract 
amounted to $7,039.55. 

Broadway Bridge (over Boston & Albany Railroad). 

The rebuilding of the floor system of this bridge which 
was under a contract with the Boston Bridge Works, Inc., 
approved May 18, 1918, was not commenced until 
February 26, 1919, owing to the inability of the con- 
tractor to obtain material. When the old floor was 
wholly removed it was found that the pedestals, under 
the ends of the trusses, which were box girders about 
3 feet deep and 10 feet long filled with concrete, were 
very badly deteriorated. After consideration of several 
schemes, it was decided to pump grout under pressure 
into the old pedestal until all the voids were filled. 
After this a heavy steel casing some 6 inches larger was 
built around the old pedestal amd tied through with 
1^-inch rods. The space between the old pedestal and 
casing then being filled solidly with concrete. 

In addition to the new floor system, considerable 
strengthening had to be done to the lower part of the 
truss members. The new floor beams are 24 inches 
by 145 pounds Bethlehem I-beams. These support 
the 8-inch by 14-inch and 8-inch by 16-inch yellow pine 
kreolited stringers, upon which is laid a 4-inch kreo- 
lited tongued and grooved Douglas Fir deck, and on 
this a layer of roofing felt, and 3f-inch kreolite wood 
block paving with pitch and sand joints. The work 
was completed May 24, 1919, at a cost of $56,782.40. 

Brookline Avenue Bridge (over Boston & Albany Railroad). 

On a joint petition of the City of Boston and the West 
End Street Railway Company, the Public Service Com- 
mission under date of July 11, 1916, certified that it was 
necessary for the security and convenience of the public 
that an alteration be made in this bridge and prescribed 
the manner and limits of such alteration as follows : 

That the present superstructure should be entirely 
removed; that the present abutments should remain 
unchanged except so far as might be necessary to adapt 
them to the new bridge; that the new superstructure 
should be a through steel plate girder bridge; that the 
clear height of 15 feet from the top of the rails of the 



98 City Document No. 26. 

railroad to the under side of the bridge should not be 
diminished; that the clear roadway between the curb 
lines should be 40 feet; that two sidewalks each of a 
clear width of not less than 7 feet should be provided; 
that the grade of the roadway and the sidewalks should 
remain substantially unchanged and that the structure 
should be designed in accordance with the specifications 
of the Public Service Commission for bridges carrying 
street railways. Later all parties at interest agreed 
that the City of Boston should rebuild the bridge. 

Plans were accordingly prepared and a contract made 
with Michael Meehan of Boston for doing the work, 
approved May 7, 1917. No work was done, however, 
at the site of the bridge until the middle of May, 1918, 
this delay being due primarily to the difficulty in obtain- 
ing structural steel and to the congestion in rail trans- 
portation, both brought about by war conditions. From 
this date the work was carried on so that about February 
20, 1919, the roadways were opened to vehicle travel 
and the whole work completed with the exception of 
some minor details on August 31, 1919. 

The bridge as built consists of two through steel 
plate girders, each 89 feet 3 inches long, back to back of 
end stiffeners, and 10 feet and \ inch deep, back to back 
of flange angles, placed 43 feet 8 inches apart, center to 
center. 

The bridge is 60 feet wide, center to center of fences, 
and provides one roadway 40 feet in the clear and two 
sidewalks each about 7 feet 3 inches in the clear. 

The roadway floor consists of 24-inch Bethlehem 
beams, 43 feet 8 inches long, weighing 120 pounds per 
foot, spaced 24f inches on centers, and resting on main 
girders, and of 20-inch Bethlehem beams, weighing 65 
and 85 pounds per foot at the skew ends, with the same 
spacing as the main beams, and resting one end on the 
girder and the other .on the abutment. 

The beams are encased in reinforced concrete carried 
down 3 inches below the lower flanges of the beams 
and above the beams to the depth required for the 
foundation of the pavement. Between the beams a 
hollow form of concrete construction was used to reduce 
the dead load. These hollows are about 18 inches wide 
and 17 inches high, extending nearly to the webs of 
the girders. The reinforcement below the beams con- 
sists of j-inch diameter rods, 6 inches on centers longi- 
tudinally of the bridge, and ^-inch diameter rods about 



Public Works Department. 99 

2 feet on centers transversely, and above the beams of 
|-inch diameter rods, 12 inches on centers. 

The two lines of tracks of the Boston Elevated Rail- 
way Company are built into the concrete and the rails 
are supported by metal ties. Five lines of chilled cast 
iron blast guards, one over the center of each railroad 
track, are secured to the lower flanges of the floor 
beams. These plates are 24 inches wide and 1 inch 
thick and are placed so that the exposed face of the 
plate is flush with the concrete. 

The pavement between the rails in each track is a 
granite block pavement, 4 inches in depth, and outside 
the rails it is a wood block pavement of the same depth. 
The sidewalks are of reinforced concrete slab construc- 
tion, 4 inches thick, with a granolithic wearing surface. 
Wrought iron rails are placed on the outside lines of 
each sidewalk and four ornamental electric incandescent 
lights were installed, one at each end of the main girders. 

Although all work has been completed, no final esti- 
mate has been made at the date of this report owing to 
some unsettled claims. 

Charlestown Bridge Draw. 

The end floor beams of the draw span of this bridge 
which has been in service for more than twenty years 
were found to be showing signs of serious overload. 
This was caused probably by the impact of the extra 
heavy street cars bumping over the crack between the 
draw and the landing. Much heavier floor beams were 
designed and erected in place of the old ones without 
inconvenience to the street or Elevated Railway travel. 
The floor beams were fabricated and erected by the 
day labor force of the Transit Department, and the 
deck was relaid by the Bridge Service force. 

Chelsea Bridge North. 

When the draw span of this bridge was built in 1913 
the "Shuman" type of wood slab pavement was used. 
Considering the large amount of very heavy traffic 
which passes over this bridge, this type of pavement has 
proved very satisfactory for the nearly six years that it 
has been in service, but during the past year it has 
reached a condition where it was deemed best to lay a 
new pavement. 



100 City Document No. 26. 

As the "Shuman" type of pavement was no longer in 
the market, it .was decided to lay creosoted yellow pine 
blocks. The old slab pavement rested on 4-inch yellow 
pine plank, 8 inches wide, laid with open spaces about 
6 inches in width, and as it was necessary to provide a 
solid floor for the new pavement, these spaces were filled 
with 4-inch yellow pine plank, on which was laid a layer 
of l|-inch tongued and grooved yellow pine boards. 

A contract was made for doing this work with the 
Standard Engineering Company of Toledo, Ohio, the 
lowest bidder, approved August 15, 1919, and the work 
was completed December 12, 1919, at a cost of $13,348. 

The wood block was a 3-inch Kreolite block, laid 
directly on the tongued and grooved boarding and the 
joints were filled with hot road pitch. 

At the ends of the draw 4-inch oak plank wearing 
surfaces were provided, molded to the radius of the 
draw crack. To prevent the blocks from expanding 
towards the ends of the draw, 4 inch by 4-inch steel 
angles were inserted at right angles to the curb and 
lag-screwed to the lower planking against which the 
wood blocks abutted. 

Columbia Road Bridge (over New York, New Haven & 
Hartford Railroad). 

At the request of the Park and Recreation Depart- 
ment this division prepared plans and specifications for 
rebuilding the sidewalks on Columbia Road Bridge, 
over the New York, New Haven & Hartford Railroad 
and Old Colony avenue, Dorchester. 

A contract was made with D. M. Biggs & Co., approved 
August 15, 1919, for doing this work and was completed 
September 5, 1919, at a cost of $3,381.97. 

The old walk consisted of an asphalt concrete wear- 
ing surface, 4 inches thick, resting on 4-inch yellow pine 
plank and 4-inch by 12-inch yellow pine stringers. 

These were removed with the exception of such 
stringers as were in good condition and a Portland 
cement concrete slab built, 4 inches in thickness, sup- 
ported by the yellow pine stringers or by concrete beams 
where conditions would admit of such construction. 
The concrete slab was reinforced with f-inch diameter 
rods spaced 8 inches on centers. 



Public Works Department. 101 



Commonwealth Avenue Bridge (over Boston & Albany 
Railroad at Cottage Farm). 

At the request of the Park and Recreation Depart- 
ment this division prepared specifications for covering 
the exposed surface of the arches and steelwork with 
Gunite. A contract was made with W. Klingberg & 
Son, Inc., of New York, approved September 9, 1919, 
for doing this work, for the sum of $9,500. 

Work was begun November 15, 1919, but because of 
weather conditions it was suspended on January 26, 
1920, and it probably will not be resumed until about 
May 1. 

Dorchester Avenue Bridge (over Fort Point Channel.) 
The upstream or westerly sidewalk of this bridge, 
from the Sough Boston abutment to the draw span, 
was rebuilt during the year under a contract with W. S. 
Rendle, approved July 29, 1919, at a cost of $3,640.53, 
and the work was completed October 9, 1919. 

The old asphalt walk, plank floor and beams support- 
ing the sidewalks as well as the curb and bulkhead 
timbers that were in poor condition were reihoved, and 
new timbers and planking for supporting the new walk 
furnished and placed substantially as for the old walk. 
On this a new asphalt was laid, and a bond furnished 
guaranteeing its maintenance for the term of five years. 
On removing the paving in the gutter, in order to 
replace the curb timbers, some of the roadway plank- 
ing was found to be so badly decayed that it was neces- 
sary to remove a section for nearly the whole length of 
the sidewalk. It was also necessary to repair a portion 
of the fence. 

Everett Street Bridge (over Boston & Albany Railroad, 
near Allston Station). 

The roadway flooring of this bridge has been rebuilt 
during the year for the entire length of the bridge, 
under a contract with Lawler Brothers, approved April 
23, 1919, for the sum of $5,423.33. The work was 
completed May 2, 1919. 

The lower planking is 3-inch yellow pine and the 
sheathing is 2-inch spruce. Such of the wheelguards as 
were found to be in poor condition were also renewed. 



102 City Document No. 26. 

Neptune Road Bridge {over the Boston, Revere Beach & 
Lynn Railroad, East Boston). 

The floor of this bridge, including roadway and side- 
walks, has been rebuilt during the past year under a 
contract with McHugh & Emroe, approved August 12, 
1919, for the sum of $1,711.99, and was completed 
September 6, 1919. 

New 3-inch yellow pine lower planking and new 2-inch 
sheathing for the entire area of the roadway, were laid 
and such of the stringers and curb timbers as were in 
poor condition were replaced with new timber. 

While the flooring was off the steelwork of the bridge 
was painted by the painters of the Bridge Service. The 
bridge is now in good condition. 

Norfolk Street Bridge (over New York, New Haven & 
Hartford Railroad). 

When this bridge was built in 1905, it was so designed 
that it could be readily changed to meet the contem- 
plated widening of the street to 60 feet by placing the 
sidewalks outside the side trusses and moving the bridge 
bodily to conform to the new street lines. 

The superstructure of the bridge as built had three 
trusses 114^ feet long and a width of 53§ feet over all, 
carrying two roadways and two sidewalks, the dead 
weight to be moved being about 250 tons. It was raised 
some 5 feet to clear the shoe pockets in the abutments, 
moved over about 14 feet to its new position and lowered 
on to the bridge seats. New sidewalk brackets were 
added to the outisde of the outer trusses and new rail- 
ings put in place. About 50 per cent of the yellow pine 
stringers were replaced with new ones and a new wearing 
surface was laid on the entire bridge. 

The bridge is now 60 feet wide as against 53^ feet as 
originally built. 

The work in the superstructure was done by the 
Transit Department day labor force and completed 
about September 10, 1919. 

In connection with the changing of this bridge it was 
necessary to rebuild the granite parapets to conform to 
the new cross section of the roadways and sidewalks. 
It was also necessary to cut new recesses in the parapets 
to receive the end posts of the trusses and their supports 
in their new positions. This work was done under a 
contract with the John McCourt Company, approved 
April 23, 1919, at a cost of $2,584.10. 



Public Works Department. 103 

It was also necessary to extend the northerly end of 
the west abutment of the bridge, placing new bearing 
stones on both the abutments for the northerly truss in 
its new position and build a concrete return wall from 
the west abutment to Mascot street. This work was 
done under a contract with Daddario & Booth, approved 
April 17, 1918, at a cost of $5,400 and was completed 
April 22, 1919. 

Northern Avenue Bridge. » 

Span 1 of this bridge, a four truss pin connected span 
approximately 148 feet long and 80 feet wide, carrying 
three roadways and two sidewalks, was very seriously 
damaged by a lighter, which broke from its moorings 
and drifted under the span during a heavy storm. The 
bottom of many of the posts were badly bent, seven of 
the bottom chord bars were more or less distorted, as 
were also some lateral bracing and a chord strut. Repairs 
on this span were commenced March 17, 1919. Three 
of the old chord bars were removed and new ones sub- 
stituted. Two chord bars and six yoke bars were added 
to the bottom chords. The bent strut was strengthened 
and the bottom of the vertical posts straightened in as 
far as possible. This work was done by the Boston 
Structural Steel Company under a contract for the sum 
of $3,745, and finished April 14, 1919. 

Warren Bridge. 
During the year the downstream half of Warren Bridge 
draw has been strengthened by the Boston Elevated 
Railway to carry 50-ton electric cars. The strengthen- 
ing consisted of renewing and adding new flange plates 
to the floor beams and girders, placing stiff eners under 
the track stringers and putting on new and larger 
stringers under the rails. The deck and wearing surface 
were wholly renewed. Steelwork on the superstruc- 
ture was done by the Boston Elevated Railway Com- 
pany, without expense to the city. The deck was 
replaced by the Bridge Service day labor force. 



104 City Document No. 26. 



FERRY SERVICE. 



W. S. Rendle's contract for rebuilding the drop 
foundation and roadway supplementary of the north 
drop, North Feiry, East Boston, was completed Febru- 
ary 21, 1919. The amount paid under the contract was 
$3,173.74. 

At the North Ferry, East Boston, the pontoon at the 
north drop was sunk on June 18, by a timber punching 
a hole in the side. As the timber in the pontoon was 
badly decayed a new one of somewhat larger size was 
built and installed under a contract with S. W. K. Brooks. 
The contract was completed September 17. The amount 
paid under the contract was $8,156.07. 

When the pontoon sunk serious damage was done to 
the drop and W. S. Rendle was employed to help remedy 
the trouble. The drop was lifted and piles driven to 
support it while the new pontoon was being built, 
although considerable difficulty was met in doing the 
work. While this new pontoon was being built some 
new floor beams were placed and a large amount of new 
under planking and sheathing. 

At the South Ferry, East Boston, the middle pier 
was repaired under a contract with W. H. Ellis & Son 
Company. Eighteen new piles were driven and new 
girders placed. The amount paid under this contract 
was $3,383.43. 

At the South Ferry, East Boston, the face of the 
south drop was rebuilt and a new supplementary con- 
structed. 

The north drop, North Ferry, Boston side, was re- 
paired, a large number of new floor beams were placed 
and new under planking and sheathing laid. 

The ferryboat "D. D. Kelly" had extensive repairs 
to the boiler and a new smoke stack. On January 16, 
1920, the hub casting broke and the paddle wheels were 
badly damaged. New hub castings were made and the 
paddle wheels repaired by the Atlantic Works. 

The ferryboat "General Hancock" had a great 
amount of repairing done on the boilers and repairs 
were also made to the hull near the condenser. 



Public Works Department. 105 

The ferryboat " Noddle Island" was put out of com- 
mission on September 17, 1919, on account of the rotten 
condition of the hull and an advisory report is to be 
made by a board of marine experts. 

The ferryboat "Governor Russell" was put on the 
railway April 21 for trouble with the rudder. The con- 
dition was remedied immediately and the boat put in 
the water again. 

A new boiler was installed on the ferryboat "Hugh 
O'Brien" under a contract with the Hodge Boiler 
Works, the contract being completed on August 30, 
1919. A contract was awarded to R. Minton Company 
for thoroughly overhauling and repairing the machinery 
and this contract was completed on September 20, 1919. 
The boat was on the railway from August 18 to August 
23, the rudders repaired, the hull cleaned and calked 
and minor repairs made. New canvas was placed on 
the upper deck, repairs made on the East Boston end 
and the boat was put on the route again on September 
22, 1919, after being out of commission from October 
8, 1918. 

Seven bronze propeller blades were repaired under a 
contract with I. Young & Co. and the work was com- 
pleted October 1, 1919. 

A contract was let to the Boston Shipbuilding Com- 
pany for rebuilding the superstructure of the ferryboat 
" John H. Sullivan," to enlarge the teaming capacity, on 
September 2, 1919. Owing to a strike of ship carpenters 
this work has been considerably delayed, although about 
50 per cent of the contract has been completed. A 
contract was let for retubing the condenser, to Bertelsen 
& Petersen and work is proceeding under this contract. 

A new heating system was installed in the headhouse 
at the South Ferry, Boston, consisting of twenty-four 
gas steam radiators, which can be operated by the 
janitor, thus eliminating the necessity of employing 
three licensed firemen during the winter time. 

Respectfully submitted, 

John E. Carty, 

Division Engineer. 



106 



City Document No. 26. 



BRIDGE SERVICE. 

Financial Statement, 1919-20. 
Expenditures from Maintenance Appropriation 

Boston bridges $363,130 05 

* Boston and Cambridge bridges . 26,390 52 



Total Expenditures. 
From maintenance appropriation . $389,520 57 
From special appropriation . f 158,743 07 
From Strandway, Old Harbor ap- 
propriation 98,287 95 



,520 57 



a.) 



(2.) 



f$646,551 59 



EXPENDITURES ON BOSTON BRIDGES. 



Administration : 
Salaries: 



Division engineer . 




$3,750 00 


Supervisors 


4,849 17 


Engineers and draughtsmen . 


24,868 09 


Clerk 


1,591 48 


Inspectors 


3,205 00 


Medical inspector .... 


166 67 


Pensions; 




Veterans .... $4,684 


27 


Laborers .... 877 1 


DO 





— 5,561 27 


Holiday time 


1,571 25 


Vacations 


1,782 45 


Pay allowed to injured employees . 


742 00 


Paid to employees in war service 


of 


United States ..... 


619 20 


Printing, postage and stationery 


1,007 25 


Travel 


264 18 


Telephones 


16 32 


Furnishings 


30 21 


Engineers' supplies and instruments 


86 74 


Typewriter inspection 


23 50 


Typewriter rent 


10 50 


Analysis of oil 


18 00 


Office supplies 


75 94 


Yard and Stockroom: 




Yard: 




Employees: Clerk, janitor and watc 


l- 


man 


$3,246 77 


Light 




23 16 


Supplies . 




275 65 


Travel 




219 35 


Repairing buildings 




477 25 


Printing 




524 45 


Telephone 




135 39 


Miscellaneous . 




79 73 


Carried forward 





,239 12 



1,981 75 
1,981 75 



* For detail of expenditures see Appendix F. 

t Does not include North Beacon Street Bridge, $69,545.15, or Granite Avenue Bridge, 
$1,979.11. 



Public Works Department. 



107 



(3.) 







$4,981 75 


Stockroom: 






Stock (lumber, nails and supplies for 




bridges) .... 


$5,240 50 




Less decrease in stock for year 


474 62 


4,765 88 






Stable: 






Wages of stablemen 


$279 50 




Shoeing and clipping 


103 50 




Repairing harness . 


9 25 




Repairing wagons . 


3 00 




Boarding horses 


627 50 


1,022 75 




i 




U 0,770 38 


Automobiles : 






Division engineer : 






Wages of chauffeur 


$906 00 




Storage 


180 75 




Repairs 


225 83 




Supplies 


14 29 




Gasolene . . . ' . 


301 52 




New tires and tubes 


401 21 




Repairs to tires and tubes 


47 30 




Registration .... 


12 00 


$2,088 90 






Supervisor of Bridges: 






Wages of chauffeur 


$1,210 O0 




Storage 


180 00 




Repairs 


370 33 




Supplies 


78 98 




Gasolene 


238 31 




New tires and tubes 


200 05 




Repairs to tires and tubes 


28 90 




Registration .... 


10 00 


2,316 57 


Auto truck No. 1: 




New tires 


$107 82 




Repairs to tubes 


1 50 




Repairs 


196 57 




Supplies 


45 87 




Gasolene 


204 89 




New truck .... 


3,400 00 




Registration .... 


2 00 


3,958 65 






Auto truck No. 2: 






Wages of chauffeur . . 


. ' . $744 00 




New tires 


75 00 




New tubes .... 


7 80 




General repairs 


51 13 




Oil and gasolene 


224 79 




Lumber 


5 10 




Supplies 


16 01 




Registration .... 


2 00 


1 12^ 83 


Auto truck No. 3: 




1 I — • > OU 


New tires 


$55 80 




New tubes .... 


3 90 




General repairs 


148 52 




Supplies 


12 78 




Oil and gasolene 


148 10 




Registration .... 


2 00 


371 10 










$9,861 05 



108 



City Document No. 26. 



4. Bridges. 

Expenditures on Tide Water Bridjes. 



Bridges. 



Draw- 
tenders' 
Salaries. 



Mechanics' 
Wages. 



Material. 



Repair 
Bills. 



Supplies 

and 
Miscella- 
neous. 
Expenses. 



Total. 



Broadway 

Charlestown 

Chelsea North 

Chelsea South 

Chelsea Street 

Confess Street. . . . 
Dorchester Avenue 

Dover Street 

L[Street 

Maiden 

Meridian 

Northern Avenue. . 

Summer Street 

Warren 

Western Avenue. . . 

Totals 



$11,802 80 
16,312 54 
13,579 32 
11,876 27 
10,245 54 
12,150 54 
11,816 05 
11,781 54 
11,785 09 
12,584 14 
12,292 09 
13,578 41 
12,201 44 
11,750 47 
406 51 



$327 62 

2,675 29 

1,839 34 

3,525 37 

811 85 

1,229 06 

2,160 12 

923 87 

852 68 

486 55 

1,060 78 

2,252 59 

2,349 30 

2,894 03 

308 99 



$50 00 
1,066 34 

180 06 
2,453 88 



1,609 9S 
1,559 18 

543 06 

385 09 
1 96 

351 17 
1.23S 91 
3.66S 37 
2,969 75 

203 01 



$55 52 

1,685 91 

11,695 49 

309 39 

163 07 

339 83 

4,703 78 

305 01 

44 51 

52 60 

144 23 

5,585 34 

1,592 43 

273 30 

187 30 



$313 24 
763 46 
587 47 
186 71 
191 68 
855 95 
300 91 
234 88 
137 60 
607 98 
495 23 

5,617 25 
245 63 

1,255 25 



$12,549 18 
22,503 54 
27,881 68 
1S.351 62 
11,412 14 
16,185 36 
20,540 04 
13,788 36 
13,204 97 
13,733 23 
14,343 50 
28,272 50 
20,057 17 
19,142 80 
1,105 81 



$174,162 75 



$23,697 44 



$16,280 76 



$27,137 71 



$11,793 24 



$253,071 90 



Public Works Department. 



109 



(5.) Repairs on Inland Bridges. 



Bridge. 



Labor 

and 

Material. 



Albany street (over Boston & Albany Railroad) 

Allston street 

Ashland stieet 

Ashmont street 

Austin street 

Arlington street 

Baker street 

Byron street 

Boylston street 

Broadway (over Boston & Albany Railroad) 

Broadway (over New York, New Haven & Hartford Railroad) . 

Beacon street 

Bennington street 

Berkeley street 

Boston street 

Brookline avenue 

Blue Hill avenue 

Babson street 

Columbia road 

Central avenue 

Columbus avenue 

Dartmouth street 

Dorchester avenue 

Dana avenue 

Everett street 

East Milton street 

Feidinand stieet 

Fairmount street 

Gove street 

Hyde Park avenue (over Stony brook) 

Hyde Park avenue (over Mother brook) 

Hyde Park avenue (over railroad) 

Harvard stieet 

Huntington avenue 

Irvington street 



$337 38 

2,517 59 

95 50 

306 77 

177 91 

20 16 

79 99 

192 75 

2,366 13 

321 45 

5,436 82 

1,240 72 

712 99 

157 04 

147 81 

55 20 

142 10 

136 19 

27 15 

1,543 33 

575 42 

783 92 

254 87 

498 56 

5,451 47 

55 62 

248 68 

144 88 

45 00 

640 24 

878 99 

303 29 

154 30 

123 00 

4 45 



Carried forward . 



$26,177 67 



110 City Document No. 26. 

(5.) Repairs on Inland Bridges. — Concluded. 



Bridges. 



Labor 

and 

Material. 



Brought forward 

Metropolitan avenue 

Massachusetts avenue (Pro\idence Division) 

Milton Lower Mills 

Milton street 

Norfolk street 

Neptune avenue 

New Allen street 

Lehigh Stieet Storehouse 

Perkins Street Reservoir road 

Reservoir road 

Redfield street 

Southampton street 

Shawmut street 

Toll Gateway 

West Fourth street 

Walworth street 

West Newton street 

West Rivei street 

Webster street 

West Rutland street 

Winthrop street 

Strandway 

Labor, removing snow and sweeping bridges. 

Total 



$26,177 67 

495 60 

768 99 

2 40 

982 12 

153 97 

2,339 99 

230 05 

80 25 

17 48 

153 22 

111 91 

548 04 

6 63 

6 25 

2,027 38 

168 75 

378 11 

411 04 

93 11 

8 50 

00 

130 00 

3,896 14 



S39.187 60 



Summary of Expenditures. 
Administration 
Yard, stable and stockroom 
Automobiles and trucks 
Tide water bridges 
Inland bridges 



Total maintenance expense 



$50,239 12 

10,770 38 

9,861 05 

253,071 90 
39,187 60 

$363,130 05 



Expenditures from Special Appropriations. 

Bridges, Repairs, Etc. 

Engineering $1,178 39 

Inspection 395 00 

Travel expense 10 94 



$1,584 33 



Public Works Department. 



Ill 



Chelsea Bridge North. 

Paid J. P. Cavanagh Company, contract for rebuilding floor, $5,471 22 

Paid J. P. Cavanagh Company, contract for paving . . 137 91 

Material 37 40 



5,646 53 



Broadway Bridge (Over Boston & Albany Railroad). 

Paid Hiklreth & Co., inspection of material .... $37 50 

Boston Bridge Works, rebuilding floor 57,296 OS 

John McCourt, parapet and drydock 523 00 

Standard Engineering Company, repairing pavement . . 147 71 

Flagmen 57 23 

Repairs 45 90 



Harvard Bridge. 
Paid to Rowe Contracting Company for planking and paving, 
Repairs 

Total . 

Sea Wall, Roxbury Canal. 

Engineering 

Labor 

Paid to Lawler Brothers, removing sheds, bulkhead and piling, 



Chelsea Bridge South. 

Salaries of engineers 

Paid to John P. Scully for core borings 
Advertising 



Brookline Avenue. 
Engineers' salaries . . . . . 

Paid to Michael Meehan, rebuilding bridge 
Paid to Michael Meehan, roadwav . 

Material 

Inspection 

Electric hardware 



Strandway and Old" - Harbor Improvement. 
Engineers' salaries 
Inspection 
Services of janitor 
Engineers' supplies 
Towels .... 
Paid New York State Dredging Corporation 
Paid James L. Pierce . 
Travel expense 
Telephone 

Fuel .... 

Repairing roadway 

H. H. Atwood, architect, services, new bath house 
Rent of boat 

Total .... 



$58,107 42 



$75,520 55 
399 78 

$75,920 33 



$437 08 

300 12 

2,677 50 

$3,414 70 



$515 15 

1,973 00 

6 20 

^2,494 35 



$178 79 

10,995 50 

28 60 

50 97 

90 00 

231 55 

$11,575 41 



$1,683 34 

210 00 

60 00 

35 99 

10 00 

91,773 61 

2,891 29 

35 40 
3 60 

36 00 
84 72 

1,500 00 
74 00 

$98,397 95 



112 



City Document No. 26. 



C/3 

a 

M 

T3 

"C 



C/J 



-3 
9) 

•a 

(U 

c 

X 



<Lr- 

a>T3co 
° a ^ • 

H a &° 

w d oj 



73 03 
73 c C3> 

fi.Br- 

a 3 fci 
*H » 



H 



f2 "a 





o 


•3 £ 




a> 


pq£ 




Ml 






i_ 






« 










£ 






o 






c 










> 


tfl 




a: 


c 




< 


o 




£ 


cS 




? 


u 




D 


o 




tfl 


u 

a 
a 
< 





CO CO (N CO 

M ID ^ W 



U5 CO r- 



w o m W 



LO CD CO "A O 
IO CS O 00 >o 

<M Oi CO lO C* 



00 "O tX t|< 



r- r- (>) CO 00 



oo co co 



CD CN 00 



00 IM 00 

<M r- r- 



< -C rS 



o -3 * 9 

W O cc w 



Public Works Department. 113 



Expenditures on Granite Avenue Bridge by County of Suffolk 

1910-20. 

Salaries of drawtenders $1,947 27 

Fuel 18 38 

Light 11 46 

Postage 2 00 



1,979 11 



Appropriation .$2,333 49 

Expenditures 1,979 11 

Balance returned to County Treasury January 31, 1920 . $354 38 

Bridge Service. 
Amount paid into the City Treasury during 1919-20: 

Sale of old material $25 00 

Removal of dead horses 6 00 

Rent 90 00 

$121 01 

•* 



114 City Document No. 26. 



LIST OF BOSTON BRIDGES. 

I. — Bridges Wholly Maintained by Boston. 

[In the list those marked with an asterisk (*) are over navigable waters, and are each 
provided with a draw.l 

In Charge of Bridge and Ferry Division. 

Allston, over Boston & Albany Railroad at Cambridge street, 
Brighton. 

Arlington street, over Boston & Albany Railroad. 

Ashland street, over New York, New Haven & Hartford Rail- 
road, Providence Division, West Roxbury. 

B street (footbridge) , over Neponset river, Hyde Park. 

Baker street, at Brook Farm, West Roxbury. 

Beacon street, over outlet to Back Bay Fens. 

Beacon street, over Boston & Albany Railroad. 

Bennington street, over Boston, Revere Beach & Lynn Railroad. 

Berkeley street, over Boston & Albany Railroad. 

Blakemore street, over New York, New Haven & Hartford 
Railroad, Providence Division. 

Boylston street, over Boston & Albany Railroad. 

Braddock park, formerly Berwick park (footbridge), over 
New York, New Haven & Hartford Railroad (Providence 
Division) . 

Broadway, over Boston & Albany Railroad. 

* Broadway, over Fort Point channel. 
Brookline avenue, over Boston & Albany Railroad. 
Brooks street, Brighton. 

Byron street, over Boston, Revere Beach & Lynn Railroad. 
Charlesgate, in Fens, over Ipswich street. 

* Charlestown, from Boston to Charlestown. 

* Chelsea South (temporary) , over south channel, Mystic river. 

* Chelsea street, from East Boston to Chelsea. 
Columbus avenue, over Boston & Albany Railroad. 
Commercial Point, or Tenean, Dorchester. 

* Congress street, Fort Point channel. 

Dana avenue, over Neponset river, Hyde Park. 
Dartmouth street, over Boston & Albany Railroad. 

* Dorchester avenue (formerly Federal street) , over Fort Point 

channel. 

* Dover street, over Fort Point channel. 
Fairmount avenue, over Neponset river, Hyde Park. 
Florence street, over Stony brook, West Roxbury. 
Gainsborough street (footbridge), over New York, New Haven 

& Hartford Railroad, Providence Division. 
Glenwood Avenue East (footbridge), over Neponset river, 

Hyde Park. 
Glenwood Avenue West, over Mother brook, Hyde Park. 



Public Works Department. 115 

Gove street (footbridge), over Boston & Albany Railroad, 
East Boston. 

.Huntington avenue, over Boston & Albany Railroad. 

Huntington avenue, over Stony brook, Hyde Park. 

Hyde Park avenue, over Mother brook (at woolen mill), Hyde 
Park. 

Hyde Park avenue, over Stony brook, West Roxbury. 

Hyde Park avenue, over Stony brook (near Clarendon Hill 
Station), Hyde Park. 

Ipswich street, in Fens, over waterway. 

Irvington street (footbridge), over New York, New Haven & 
Hartford Railroad, Providence Division. 

Jones avenue (footbridge) , over New York, New Haven & Hart- 
ford Railroad, Midland Division. 

* Maiden, from Charlestown to Everett. 
Massachusetts avenue, over Boston & Albany Railroad. 
Massachusetts avenue, over New York, New Haven & Hart- 
ford Railroad, Providence Division. 

* Meridian street, from East Boston to Chelsea. 
Metropolitan avenue (near Clarendon Hills station), Hyde Park. 
Newburn street, over Stony brook, Hyde Park. 

* Northern avenue, over Fort Point channel. 

Shawmut avenue, over Boston & Albany Railroad and New 
York, New Haven & Hartford Railroad, Providence Division. 
Southampton street, over South Bay sluice. 
Summer street, over A street. 
Summer street, over B street. 
Summer street, over C street. 

* Summer street, over Fort Point channel. 

* Summer street, over Reserved channel, South Boston. 
Tollgate way (footbridge), over Providence Division, from 

Washington street to Hyde Park avenue, Forest Hills. 

* Warren, from Boston to Charlestown. 

West Newton street, over New York, New Haven & Hartford 

Railroad, Providence Division. 
West River street, over Mother brook, Hyde Park. 
West Rutland square (footbridge) , over New York, New Haven 

& Hartford Railroad, Providence Division. 
Wordsworth street (footbridge), over Boston, Revere Beach & 

Lynn Railroad, East Boston. 

In Charge of Bridge and Ferry Division and Park and 
Recreation Department. 
Columbia road, over New York, New Haven & Hartford Rail- 
road, Old Colony Division. 
Columbia road, over Shoreham street. 

In Charge of Park and Recreation Department. 

Agassiz road, in Fens. 

Audubon road, in Riverway, over Boston & Albany Railroad. 



116 City Document No. 26. 

Berners street (footbridge) , over Bridle path in Biverway. 
Boylston street, in Fens, over water way. 
Bridle path, in Riverway, over Muddy river. 

* Castle Island (footbridge), in Marine Park, South Boston, to 

Castle Island. 

Charlesgate, in Fens, over Boston & Albany Railroad. 

Circuit drive, over Scarboro pond, in Franklin Park. 

Commonwealth avenue, in Fens, over waterway. 

Cottage Farm, over Boston & Albany Railroad, at Common- 
wealth avenue. 

Ellicott Arch, in Franklin Park. 

Fens, in Fens. 

Forest Hills entrance, in Franklin Park. 

Leverett pond (footbridge), in Olmsted Park. 

Neptune road, in Wood Island Park, over Boston, Revere 
Beach & Lynn Railroad. 

Norfolk Street Playground (footbridge), over Midland Division, 
New York, New Haven & Hartford Railroad. 

Public Garden (footbridge). 

Scarboro pond (footbridge) , in Franklin Park. 

Wood Island (footbridge), in Wood Island Park. 

II. — Bridges of which Boston Maintains the Part Within 

its Limits. 

In Charge of Bridge and Ferry Division. 
Central avenue, from Dorchester to Milton. 

* Chelsea North, from Charlestown to Chelsea. 
Milton, from Dorchester to Milton. 

North Beacon street, from Brighton to Watertown. 
Paul's Bridge, over Neponset river, Hyde Park. 
Spring street, from West Roxbury to Dedham. 

* Western avenue, from Brighton to Watertown. 
Winthrop, from Breed's Island to Winthrop. 

In Charge of Park and Recreation Department. 
Bellevue street, in the Riverway, over Muddy river. 
Berners street (footbridge) , over Muddy river. 
Brookline avenue, in the Riverway, over Muddy river. 
Huntington avenue, in the Riverway, over Muddy river. 
Longwood avenue, in the Riverway, over Muddy river. 

III. — Bridges of Which Boston Pays a Part of the Cost 

of Maintenance. 

In Charge of Bridge and Ferry Division. 
Albany street, over Boston & Albany Railroad (over freight 

tracks) . 
Ashmont street and Dorchester avenue, over New York, New 

Haven & Hartford Railroad, Old Colony Division. 



Public Works Department. 117 

Belgrade avenue, over New York, New Haven & Hartford 
Railroad, Providence Division. 

Harvard street, over New York, New Haven & Hartford Rail- 
road, Midland Division. 

Morton street, over New York, New Haven & Hartford Rail- 
road, Midland Division. 

Norfolk street, over New York, New Haven & Hartford Rail- 
road, Midland Division, near Dorchester station. 

Pleasant street, over the subway. 

Walworth street, over New York, New Haven & Hartford Rail- 
road, Providence Division. 

In Charge of Commissioners for Boston and Cambridge Bridges. 
Anderson Bridge, from Brighton to Cambridge. 
Brookline street, from Brighton to Cambridge. 
Cambridge, from Boston to Cambridge. 

* Cambridge street, from Brighton to Cambridge. 

* Harvard, from Boston to Cambridge. 

* Prison Point, from Charlestown to Cambridge. 

* Western avenue, from Brighton to Cambridge. 

In Charge of Commissioners for Granite Avenue Bridge. 

* Granite avenue, from Dorchester to Milton. 

IV. — Bridges of which Boston Maintains the Whole or 
a Part of the Wearing Surface. 

In Charge of the Bridge and Ferry Division. 

Austin street, over Boston & Main Railroad, Charlestown. 

Babson street, over New York, New Haven & Hartford Rail- 
road, Midland Division, near Blue Hill Avenue Station. 

Bennington street, over Boston & Albany Railroad. 

Blue Hill avenue, over New York, New Haven & Hartford 
Railroad, Midland Division. 

Boston street, over New York, New Haven & Hartford Rail- 
road, Old Colony Division. 

Brookline street, Brighton, to Cambridge, portion over Boston 
& Albany Railroad. 

Cambridge street, Charlestown, over Boston & Main Railroad. 

Chelsea, over Boston & Maine Railroad. 

Curtis street, East Boston, over Boston & Albany Railroad. 

Dana avenue, over New York, New Haven & Hartford Rail- 
road, Midland Division, Hyde Park. 

Dorchester avenue, over New York, New Haven & Hartford 
Railroad, Old Colony Division. 

Everett street, over Boston & Albany Railroad, Brighton. 

Fairmount avenue, over New York, New Haven & Hartford 
Railroad, Midland Division, and Station street, Hyde Park. 

Glenwood Avenue, West, over passageway connecting land of 
the New York, New Haven & Hartford Railroad, Hyde 
Park. 



118 City Document No. 26. 

Hyde Park avenue, over proposed electric connection between 
Midland and Providence Division, New York, New Haven 
& Hartford Railroad, Hyde Park. 

Maverick street, East Boston, over Boston & Albany Railroad. 

Milton street, Hyde Park, over New York, New Haven & 
Hartford Railroad. 

Mystic avenue, over Boston & Maine and Boston & Albany 
Railroads. 

New Allen street, Hyde Park, over New York, New Haven & 
Hartford Railroad. 

Oakland street, over New York, New Haven & Hartford Rail- 
road, Midland Division, Mattapan. 

Perkins street (footbridge), over Boston & Maine Railroad. 

Porter street, over Boston & Albany Railroad. 

Prescott street, over Boston & Albany Railroad. 

Redfield street, at Neponset, over New York, New Haven & 
Hartford Railroad, Old Colony Division. 

Reservoir road, Brighton, over Boston & Albany Railroad, 
Newton Branch. 

Saratoga street, over Boston & Albany Railroad. 

Saratoga street, over Boston, Revere Beach & Lynn Railroad, 
East Boston. 

Southampton street, over New York, New Haven & Hartford 
Railroad, Old Colony Division. 

Sprague street, over New York, New Haven & Hartford Rail- 
road, Midland Division, and branch of Providence Division, 
Hyde Park. 

Summer street, over New York, New Haven & Hartford Rail- 
road, Midland Division. 

Sumner street, East Boston, over Boston & Albany Railroad. 

Webster street (footbridge) , East Boston, over Boston & Albany 
Railroad. 

West Fourth street, over New' York, New Haven & Hartford 
Railroad, Old Colony Division. 

V. — Bridges Maintained by Metropolitan Park 
Commission. 

* Charles River Dam. 
Mattapan, over Neponset river. 

* Neponset, from Dorchester to Quincy. 

VI. — Bridges Wholly Maintained by Railroad Corpora- 
tions. 

1st. — Boston & Albany. 
Albany street (over passenger tracks) . 
Harrison avenue. 
Market street, Brighton. 
Tremont street. 
Washington street. 



Public Works Department. 119 

2d. — Boston & Maine and Boston cfe Albany Railroads. 
Main street. 

3d. — Boston & Maine Railroad, Eastern Division. 
Wauwatosa avenue, East Boston. 

4-th. — Boston, Revere Beach & Lynn Railroad. 
Everett street. 

5th. — New York, New Haven & Hartford Railroad, Midland 

Division. 
Athens street. 
Bolton street. 
Dorchester avenue. 

East River street, at River Street Station, Hyde Park. 
Gold street. 
Silver street. 

Washington street, Dorchester. 
West Broadway. 
West Second street. 
West Third street. 
West Fourth street. 
West Fifth street. 
West Sixth street. 

6th. — New York, New Haven <fc Hartford Railroad, Old Colony 

Division. 
Adams street. 
Cedar Grove Cemetery. 
Medway street. 
Savin Hill avenue. 

7th. — New York, New Haven & Hartford Railroad, Providence 

Division. 
Albany street. 
Arlington square. 
Baker street, West Roxbury. 
Bellevue street, West Roxbury. 
Berkeley street. 
Broadway, South Boston. 
Canterbury street, West Roxbury. 
Centre and Mt. Vernon streets, West Roxbury. 
Columbus avenue. 
Dartmouth street. 
Gardner street, West Roxbury. 
Harrison avenue. 
Park street, West Roxbury. 
Washington street. 
West street, Hyde Park. 
West River street, Hyde Park. 



VII. Number maintained by the United States 
Government 



13 



120 City Document No. 26. 



VII. — Bridges Maintained by the United States 
Government. 
* Victory Bridge (over Neponset River) , from Dorchester to 
Quincy. 

Recapitulation of Bridges. 
I. Number wholly maintained by Boston: 

In charge of Bridge and Ferry Division . 62 
In charge of Bridge and Ferry Division and 

Park and Recreation Department . . 2 
In charge of Park and Recreation Depart- 
ment 19 

— 83 
II. Number of which Boston maintains the part 

within its limits : 
In charge of Bridge and Ferry Division . 8 
In charge of Park and Recreation Depart- 
ment 5 

III. Number of which Boston pays a part of the 

cost of maintenance: 
In charge of Bridge and Ferry Division . 8 
In charge of Commissioners for Boston and 

Cambridge Bridges 7 

In charge of Commissioners for Granite 

Avenue Bridge 1 

— 16 

IV. Number of which Boston maintains the whole 

or a part of the wearing surf ace ... 33 

V. Number maintained by Metropolitan Park 

Commission . . .... 3 

VI. Number maintained by railroad corporations: 

1. Boston & Albany Railroad ... 5 

2. Boston & Maine and Boston & Albany 

Railroads 1 

3. Boston & Maine Railroad, Eastern 

Division 1 

4. Boston, Revere Beach & Lynn Railroad, 1 

5. New York, New Haven & Hartford 

Railroad, Midland Division . . 13 

6. New- York, New Haven & Hartford 

Railroad, Old Colony Division . . 4 

7. New York, New Haven & Hartford 

Railroad, Pjovidence Division . . 16 



41 



Total number 190 



Public Works Department. 



121 



Table Showing the Widths of Channelvvays for Vessels in all Bridges 
Over Navigable Water in the City of Boston in January, 1920. 



Name op Bridge. 


Location. 


GO 

O c3 

fl 

o 


Width. 


* Anderson 


Brighton to Cambridge 




45 feet inches. 








45 


" " 




Charlestown to Everett 




75 


" o ■ 


Boston & Maine Railroad, Eastern 
Division. 


Boston to Charlestown 




39 


a g a 








35 


" " 


Division. 






Boston & Maine Railroad, Fitchburg 
Division. 






36 


« Q « 


Boston & Maine Railroad, Fitchburg 
Division (for teaming freight) . 


" " 




36 


■ 7 " 


Boston & Maine Railroad (freight), 
Southern Division. 


Boston to East Cambridge .... 




40 


■ " 


Boston & Maine Railroad (passenger), 
Southern Division. 


" " .... 




39 


" 8 " 


Boston & Maine Railroad, Western 
Division. 


Boston to Charlestown 




39 


u 4 « 








35 


" 6 ■ 


Division. 








Over Fort Point channel 




50 


a q « 








40 


■ ■ 








50 


" " 








36 


" 6 " 








45 


" * 


Charleston n (main channel) 


Boston to Charlestown 1 




[50 

(49 


■ " 


Charlestown (north channel) 


' I 




" 9 " 






2 


1?f> 


" " 








49 


" ■ 




Over Fort Point channel 




60 
50 


" " 


Congress street 


. ■ 




Brighton to Cambridge 

East Boston to Chelsea 




41 
40 
39 
60 


" 3 " 




" 6 " 




U 3 u 


Grand Junction Railroad 


" « 








50 
f3fi 


" " 








Harvard (Cambridge side) 




2 

II 37 


" " 











* Drawless channelway; clear headroom of 12 feet above basin level (about elevation 8.0). 
t Drawless channelway; clear headroom of 28 feet above basin level. 



122 City Document No. 26. 

Table Showing Widths of Channelways, etc. — Concluded. 



Name op Bridge. 


Location. 


(L-J-- 

Is 

o 


Width. 




Charlestown to Everett 

East Boston to Chelsea 




75 feet inches. 




100 " " 




38 " 5 " 


New York, New Haven & Hartford 
Railroad. 


Over Fort Point channel 


41 " 8 ' 
51 " " 


Railroad, Plymouth Division. 


Brighton to Watertown 

Charlestown to Cambridge .... 

Over Reserved channel, South 
Boston 


45 " " 




75 " 3 * 




37 " 4 " 




50 " " 








39 " 3 " 
50 " * 




Brighton to Watertown 


36 " " 




36 " " 




36 " " 







* Drawless channelway; clear headroom of 12 feet above basin level (about elevation 8.0). 



Public Works Department. 



123 







cooscot^t-cscocNO-ior-OOsoo m 


• •ssmtrado jo 


OSOOOO'J'OOCO'-il^CNOCOCT'l'^J; •* 

o n io t~ o t-_ os ■* cq * ct> ■* iq oq cq 


jaqum>i i«iox 








CN CO CO r- 




CN CO 


o «o i- 


CN 

1" 




■<j 


o 




w 


K5 IP 


i- 


co cnj ir 


tv iO OJ CO CN 


•saoSJ'BQ JO 


-* CN CO CN 

w t~ o cc 


r»iP)'*j<CNico>p>oo^t^cN ■«• 

cot-t^.t--coo>CN|coo>t^ >-i 


iaqum>i [nox 






CN 


r- 






















lO 






-- 


cot~oOt^ooa>'-ioor>.CNO!co cn 






CT» * 


COOOi— iCNCO^OOSlP^HCNOO t~ 


« . 




■>f 


OOOCDl^iOiO^as-^ir 


i oo co t~ <-< 




o 


CO CN 


COlO>O^COCOCO^»-lt-COCNI CI 

*-( *—< ^ as 


CD i- 


iOiOCOCOiOOiO-^OOCN©-** 








C"> •- 


o^-*ocNCNii.oor~iO(Ni^ o 


no 




COOSCNCC'CO'-l'-'CN'*.- 


C5 O «5 "3 

cn i-T o 


3 c 
o 


g 


































lOiOOOCNCN'J'COOSCO-a'CTSC 


05 CN 


ss 




I00i0^t v -CD - '^05 , * 4 05(^CDO'- 


CO 


E-i 


>> 


CO CN i- 


■* o — 


•^CNICDOCOCOCOC' 


CO 




(3 
P 


co~ cn 


CN 


u) ■#" n" m ri »' n h" *" ci m" cm 






0). 


en co as r~ if) io cn 


O O « H CO H CO 






0000005— ' OS CO — 


ipi ■* CN -h CCi CN •* 






oo os io ^* ^ n o5 oo ifl t* q r 


•* O ■" 


DD 

OS 
a 
W 


o 

E- 






CO CN CN i- 






i-i i- 


— i IP) CO t- 


CNI 




00NO H ONW , *<O0)N'- 


t^ CN 


t^ 


S 




com 5 oo os as io co © o 


ic co o io co 


o 




■* CO 


CO 










it s -- 


■* oq 


































CO 




g 


































■s 





co oo t~ oc 





00 o C 


OS O CO OS CD 


>i 


CN 


cc 


«o — 


« 9 00 S O S 


CD CO CN 


CO o 




eS 


00 lO CN t- 


f-cqoot^-s<cqip>cqco_i-- 


t^ 




P 






CO CN 


— 














■* co 


co 

CN| 






OS CO ■»*< CN 


c- 


e 


r 


t^ ■ 


S O co 


io •*" 




^ 




h- N 


•"»• o cc 


CN 


CN 


O 


cc 


Tfl O IT 


t^ IO 






If 


"* 


a 


•— 


T- 


If 


If 


If 




If 


rt CO CD ■* 




o 






























co 


00 

m 




































■>J 


CT 


r 


1- 


-* 


1- 


r^ 




Tj 


e 


CO CO N 


c 


i 00 


o 




CN 


I- 




CN 


CN 


>- 


CN 




c - 




CN 


c 


•O 1 


K 


em 






























■* 


03 


g 


































<r 


•" 


CJ 


— 


00 I> 


lf 


CC 


O if 


05 ^ If 


IT 


co 




>> 


a 


as co ^ 


t- cr 


~ 


O Oi P" 


CO !>■ 




CN 


05 




03 


■4 


CO 05 l- 




If 


If 


lO 


iO i-h CD CC 


•« 


o 




P 






























CO 






c 


oo a> oo r» o 


t> 


c 


OJ T» 


CN CN 


~ 


r- 


t^ 




03 


a- 


cs co t~ -* if 


o> co t^ c 


t^ - 


~ 




CO 




-^ 


OS ( 


l> CN 


<- 


OC 


a 


c 




C 


t^ — 


CC 





iH 




O 






































(> I 


C 


•>* 






CN 


■<» 






»> 




■* 


« 






























lO 




CN 


■* 


t» CN 


t> 


15 


— 


- 


~ 


— 


If 


oc 


IP 


t-- 


IP) 


o 


j- 


cc 


c 


N 


:■ 


i- 


= 


ip 


If 


"» 


CC 


-* 


■* 




CC 


iO 


D 


(SO 






^ 




CT 


CN 








CN 




O 


cc 




t-^ 


H 


g 






























•* 






X 


-* 


CN 


■■z 


C 


r~ 


■-C 


w 


t> 




t> 


Tf 


IP 


c 


CM 




>, 


CM 


3 


cc 


~t 


c 


~r 


-t 


c 


CC 


t-; 


CN 


CC 


t« 


IP 


CO 




c3 


fl- 




C< 


1- 


c 


CC 


o- 


ff 


c 


CC 


I> 




co 








O 






t- 


cc 


CN 


t 






CN 


t 




a 


t> 




oT 




■ 


ip 


r~ 


1^ 




00 


cc 


CO 


3 


ip 


~ 




CC 


IP 


K 


Ol 


no 


c3 


cc 


ip 


CC 


ur. 




r- 


OS 


t« 


CC 


(^ 




c 


oc 


CC 


Tt< 


o 






























co 


00 


H 
































00 


































^j 




H 






t 


CN 






cc 


r 










* 00 


> 


J3 






























1-1 


g 


g 
































J 


































>> 


IP 


CC 


I~ 


cc 


-t 




cc 


CT 


CN 


C 




CN 


If 


c 


i< 


<! 


CO 


m 


CC 


«: 




t» 


CC 


CC 


cc 


N 




o 


oc 


CC 


CN 


GO. 


P 






























00 




,__; 


IC 


r 


c 


•* 


■* 


ip 


*. 


r 


N 


■- 


-* 


- 


- 


e 


Ol 




CJ 


IP 




c-. 




■«t 


■* 


■* 


■* 




a 




a- 


c 








-*j 






r^ 






CN 








CN 




cc 


■* 




IO 




o 
































00* 

K 
W 

S 


H 






























co" 


^ 


CN 




cc 






•* 


■m 


ip 




a 




cc 




Ip 


^H 


,£) 






OC 






CO 












CT 


E 




CO 


M 


























IP 




t^ 


< 


































a 

GO 


g 
































03 


M 


CN 


■« 


t 


K 




•<* 


CO 


t> 


cc 


■* 


t^ 


oc 


i- 






■t 




■* 




CO 




■>* 


■* 




o 




CT 


c 




IO 








CC 






CN 












ip 


CT 




t^ 


H 






























CNf 


H 














a 




















o 














i 












a 








Q 
































5 






X 


x 


a 


f. 


> 






a 







c 








S3 




c 


1 

Sz 

oj 


"£ 


J 




s 


4- 




a 






> 










> 

a! 




c 
cc 

OS 


c: 


n 

a 


+ 







a 


C 


a 

C 


03 

e 


C 


^2 

OS 

"o 






a 

c 


1 

c 


a 
a 
C 


a 


a 

a 

c 


c 

a 
c 
O 


) 1 

i- 
c 

p 


1- 
a 
t> 

C 

C 


1 

Hi 


I 

CC 


a 

- 


3 

a 


-5 
1 


a 

- 

09 


1 





124 City Document No. 26. 



ELEVATIONS AND DATUM PLANES REFERRED 
TO BOSTON CITY BASE. 



Feet. 

*0.00 Boston city base. This base is used by the 
towns of Brookline and Watertown and the 
cities of Chelsea, Everett, Maiden, Newton 
and Waltham. 
— 4 . 98 Cambridge city base. 
+ 0.64 Somerville city base. 

0.00 Metropolitan Park Commission base. 
+ 0.64 State Department of Public Works, Division 
of Waterways and Public Lands. 
. 00 Metropolitan Water Board base. 
— 100 . 00 Metropolitan Sewerage Board base. 
— 100 . 00 Boston Transit Commission base. 
— -100.00 Charles River Commission base. 

15.45 Old bench mark on coping of old dry dock at 

Charlestown Navy Yard. 
15. 11 New bench mark on coping of old dry dock at 
Charlestown Navy Yard, northwest end 
over crowfoot. 
5 . 00 Piles to be cut off for building. 
12.00 Minimum cellar bottom elevation when not 

waterproofed. 
9.82 South Boston base. Formerly in use, now 

abandoned. 
0.00 Mean low water about 1830. f 
+ 0.34 Mean low water, 1867. f 
+ 0.79 Mean low water, 1902.f 
+ 0.58 Navy Yard base, 1902.J 
10.63 Mean high water, 1902. f 
5.71 Mean sea level, 1902.f 
9.84 Mean rise and fall of tide, 1902. f 

* Dehnition of Boston city base: "Boston city base is a datum plane 15 feet above the 
average height of the sill of the Charlestown dry dock." (Page 552, report of Committee 
on Charles River Dam, 1903.) 

t John R. Freeman, civil engineer, in report to Committee on Charles River Dam, 1903, 
pp. 562, 569, 570. 



Public Works Department. 



125 



Highest Recorded Tides. 



Feet. 

15.62 



April 16, 1851, average of seven observations, 
North Market street and vicinity, leveled on in 
1854 by Charles Harris, Surveying Division 
n. b. 22, p. 54 (15.10 above mean low water, 
United States Coast Survey Chart of Boston 
Harbor, 1857). 

15.64 December 26, 1909, average of twenty-nine obser- 
vations, on waterfront, Nut Island, to Deer 
Island, elevations determined in most cases by 
John H. Edmonds, before January 1, 1910, 
from points put in for that purpose, 1902 
to 1905. 

15.50 December 26, 1909, actual elevation at North 
Ferry, Boston proper, as observed on staff 
gauge, at high water (morning tide). 
From comparison of contemporary diary and 
newspaper accounts the only tide of this class 
prior to 1851, found by John H. Edmonds, 
was that of February 24, 1722-23, which was 
in all probability about 16.00. 
The following tidal records may be of interest: 



High Tides. 

Plane of Reference, Boston City Base. 



Feet. 



Date. 



When Taken. 



By Whom. 



16.00 
15.62 
15.74 
14.15 
14.94 
13.72 
14.19 
13.60 
14.83 
14.70 
14.70 
11.90 
13.50 
13.90 
14.30 
14.62 
14.40 



Feb. 24, 
April 16, 
April 16, 
Jan. 23, 
Nov. 27, 
Nov. 8, 
Nov. 25, 
Dec. 14, 
Jan. 25, 
Jan. 25, 
Jan. 25, 
Dec. 26, 
Dec. 26, 
Nov. 20, 
Jan. 13, 
Jan. 13, 
Nov. 7, 



1722-23 
1851... 
1851... 
1898... 
1898... 
1900... 
1901... 
1902... 
1905... 
1905... 
1905... 
1909... 
1913... 
1914. .. 
1915... 
1915... 
1919... 



By comparison 

Average of 7 observations 

Navy Yard, staff gauge 

Charlestown Bridge and East Boston Ferries 
Average of 15 observations. 

Maiden Bridge 

Average of 10 observations. 
Average of 11 observations. 
Average of 34 observations. 
Inner harbor, 10 observations. 

North Ferry, Boston proper 

North Ferry, Boston proper (p. m.) 

North Ferry, Boston proper 

Maiden Bridge 

North Ferry, Boston proper 

Granite Avenue Bridge. 

North Ferry, East Boston side 



J. H. Edmonds. 
Charles Harris. 
Isaac Williams. 



F. P. Spalding. 



J. H. Edmonds. 
J. H. Edmonds. 
F. P. Spalding. 
H. H. McNerlin. 

F. P. Spalding. 

G. A. Clough. 
F. P. Spalding. 



Low Tides. 



5.60 


Nov. 27, 1898.... 


Deer Island, metropolitan sewer station. . . . 


Self-recording gauge. 


—3.50 


Feb. 1,1900.... 


Deer Island, metropolitan sewer station. . . . 


Self-recording gauge. 


—2.94 


Feb. 3,1900 




D. A. Harrington. 


—3.00 


Feb. 4,1904.... 


Deer Island, metropolitan sewer station. . . . 


Self-recording gauge. 


—3.00 


Mar. 23, 1905 


Deer Island, metropolitan sewer station. . . . 


Self-recording gauge. 



126 City Document No. 26. 

Ferry Service. 
The following steam ferryboats are in commission: 

When Gross 

Name. Built. Type. Length. Tonnage. 

D. D. Kelly 1879 Side Wheel 160 ft. 3 in. 550 

Hugh O'Brien 1883 " 175 " 3 " 645 

General Hancock 1887 " 160 " 3 " 577 

Governor RusseU 1898 Propeller 164 " 3 " 713 

Noddle Island 1899 " 164 " 3 " 710 

General Sumner 1900 " 164 " 3 " 703 

John H. Sullivan 1912 " 172 " 3 " 826 



Financial Statement for the Year Ending January 31, 

1920. 

1. Receipts. 

Total cash receipts during the year . . . $96,564 37 
Cash in hands of tollmen at beginning of year . 200 00 



,764 37 



Cash paid over to City Collector . $96,564 37 
Cash in hands of tollmen January 

31, 1920 200 00 



,764 37 



2. Appropriations and Expenditures. 

Received from annual appropriation for Ferry 

Service $424,248 94 

Received by transfer from Bridge Service . . 2,765 13 

Received from Paving Service .... 529 68 

Received by transfer from Reserve Fund . 9,144 00 
Unexpended balance from special appropriations 

February 1, 1920 27,280 67 

Received from special appropriations . . . 50,000 00 

Total appropriations and balance carried 

over $513,968 42 

Total expenditures 486,064 42 



Unexpended balance of special appropriations 

January 31, 1920 . . . . . $27,904 00 



Public Works Department. 127 



3. Result of Operations for the Year. 

Receipts for the year (net income) . . $96,564 37 

Ordinary expenses (maintenance 

appropriation) . ... $436,687 75 

Interest paid on ferry debt . . 5,428 50 

Depreciation of ferryboats . 11,080 10 

Decrease in value of machinery and 

tools 130 28 



Less increase of stock 

of supplies . . $517 00 

Less increase in stock 

of fuel . . . 4,997 26 



*$453,326 63 



5,514 26 
Net outgo for the year . . . . • . '. *447,812 37 



Net loss for the year *$351,248 00 

* Does not include expenditures for special appropriations. 



128 



City Document No. 26. 





c^ 




t» 




^ 




■»•< 








■>-i 


^ 


go 


o> 


Si 


<i> 


5- 


c/) 


5 


a 


S 


c 


f- 


01 


a 






tf 


^ 


03 



















o 










lO 


»o 








c 


o 


O 








"* 


n 


i— I 








c 


CM 


co 








c: 


1> 


CO 








n 


o~ 


00 








<N 


o 


CM 








€/? © 


o 










N 


N 

m 








' : -L ho »o 














> X « ._ _ 














K ^="NO 














of M CM© 














.2 h d °" ro ~ 














tn O o •> so 














M «4H W t^ |> 














03 lO lO 














tM CO +2 .*». ~ 














..73 co "* r- 






m 








03 Jh CD i— 1 






H 

13 
3 








d in t 
allk 
inte 








«s 














£ 








investe 
ures of 
eluding 










CO 




g £ 

£ C 


• re 








13 




1 s 


ties: 
ecity 
endit 
3, in 


■'.& 

•"53 

• o 

• 03 






ffl 




i-l .£ 


H^fth 


• !-. 






<< 






J -P X «S 








1-1 






S o_ h 


• C3 
o 






3 o 






IXED Li 

Capital 
Total 
two 
debt. 

Less ti 






gSZ! 




O 






U 




O 


1=) 






O ON 


, n 


c 


OCO-* 


rjl tH 


lO 




O CO0C 


<tf 


c 


©CM M< 


h o: 


o 




O ON 


oc 


rf 


oooio 


co ■<* 


l-H 




o >o cc 


oc 


C 


O00N 


lO I> 


CO 




CN ^^^ 


CM 


o- 


H lOrJH 


CO CM 


cp^ 




^ Oi 














c 


1> 


OCO CM 


■*■ <* 


cxT 




i— I 


(N 


CN 


T— 1 N 


CO OS 


CM 






m 


F 


CO 1-1 


00 I-H 

^ CO 


O 




oo 
















03 

o 








CO O 
















d 
























03 

d 

, 03 
+3 








OO 




















^' Tti'lO' 
















03-^ 






o3 r-l 

03 «# 




















>> 


















m 
H 

01 


«4H 

o 

03 


















-go 

03 £ 




DO 


00 
















.§5 




< 


o 










CO 

d 






^ 




+3 

03 










3 






IS 






d •• 


<D 












03 43 






2'n 




K 

a. 

re 




73 


c 


CD t>. X 


3 




. ^8 


d 

CD 


re 


CO > 

cj re 
Icf 

s> 


d 

o3 


■+3 CO &,'■!-! 

CD CO -" go 

- »3 r/l h 






mailable Assets 
Cash in hands of 
ventory of suppli 
Fuel 


Supplies for main 
Rents receivable. 


CL 
| 

"5 
> 

•+= 
c 


[XED Assets: 
Real estate, land 
Ferrvboats 3 .... 


Machinery, tools 

Total tangible 

Deficiency or losi 

of the ferries fo 






< 


HH 










u 


s 

















&.1 



fci-o o 

6D O 

£ o o to 
m^^ ° 

SoS m 



0-*(MO 

OOiOO 


CO 


lOeocNO 

t>«eo 

CClOiOO 


cc 

Til 


tOMOO 
CNO 


C5 

co 

6© 





03 . . 


TJ . 


o ■ • 




-^ooeo 


mOOcn 


O'-'CO 





t. a O 0) 

•Sf ^ a « 

C » c8 03 



Public Works Department. 



129 



Comparative Balance Sheets at the Close of Each Year for Five Years. 





January 31, 
1916. 


January 31, 
1917. 


January 31, 
1918. 


January 31, 
1919. 


January 31, 
1920. 


Assets. 


$282 74 

200 00 

42 90 

6,804 10 

2,015 60 

222,335 52 

3,015 00 

610,100 00 


$200 00 

33 40 

12,283 04 

1,775 00 

208,995 39 

3,080 00 

610,100 00 










$200 00 $200 00 


$200 00 




100 52 

7,238 24 


113 54 
14,436 34 

27,280 67 

184,668 33 

2,605 72 

610,100 00 


137 87 




19,950 60 


City Treasurer (balance of appro- 


27,904 00 


Ferryboats (less depreciation) 


196,455 67 
2,772 00 

610,100 00 


173,588 23 
2,475 44 


Real estate, land and buildings 


610,100 00 








$844,795 86 

315,815 68 
4,573,128 77 


$836,466 83 

315,815 68 
4,805,067 18 


$816,866 43 

315,815 68 
5,094,074 27 


$839,404 60 

315,815 68 
5,477,858 89 


$834,356 14 


Cost of avenues, etc., East Boston 
(previous to 1870) 1 


315,815 68 




5,878,459 23 






Totals 


$5,733,740 31 


$5,957,349 69 


$6,226,756 38 


$6,633,079 17 


$7,028,631 05 






Liabilities. 

Capital invested by City of Boston 


$5,731,724 71 
2,015 60 


$5,955,574 69 
1,775 00 


$6,226,756 38 


$6,605,798 50 
27,280 67 


$7,000,727 05 


Appropriations account (credit 


27,904 00 








$5,733,740 31 


$5,957,349 69 


$6,226,756 38 


$6,633,079 17 


$7,028,631 05 



















Detj.il of Capital Invested by the City of Boston. 



Total expenditures to date per ferry 
books 



Interest of debt for the year (per 
City Auditor) 



Interest previous years, etc. (net 
debits, per City Auditor) 



Total expenditures. 



Deduct total receipts paid to City 
Collector 



Excess expenditures, capital. 



$12,580,429 67 

15,455 00 

279,148 85 



$12,875,033 52 
7,143,308 81 



$5,731,724 71 



$12,900,154 62 

14,987 91 

279,148 85 



$13,194,291 3S 
7,238,716 69 



$5,955,574 69 



$13,331,024 31 

7,995 00 

279,148 85 



$13,618,168 16 
7,391,411 78 



$6,226,755 38 



$13,800,322 33 

6,063 00 

279,148 85 



$14,085,534 18 
7,479,735 68 



$6,605,798 50 



$14,292,449 75 

5,428 50 

279, 14S 85 



$14,577,027 10 
7,576,300 05 



$7,000,727 05 



1 Included in deficiency of assets in Table 4. 



130 



City Document No. 26. 



COO»CCOH 
<M ^ iO i-H CM GO 



CD CO 



OOHiNN 
iO t> CO i— I 05 
(N CO Ol CO Oi 



CO 00. O »D O Ci Tfl CD 
00 "3 iO CO lO t- 00 

i-ii-ie* 



o 



> 



u. 



T3 

C 

o 

a 
u 

•a 

c 

e3 
t« 

S 

o 



a 
o 

*- 
a 
a 
< 



o 



00 Oi tjH iO lO CO ' 
■* OH CM CM CM 



sraon 
tjh co ci io' 
O) «c cm iO 



O 00 CO CO r-l 

loaoNo 

(M CM CO CO CM 



COOOCMLOcOI>CMcO 
GO CO CDO CO iO 00 

r-i CO CM 



CO 

o 
t> 

1—1 



CO O i-H O O LO o 
00 00Ni0OTt<O 


CM CO iO CO 

co o co oo 


Ctt H H t~- O O 

CO i-O N O O CO 


a^^ oo 

ffiHOOH 
HIO CO 


a> i—i cm co co 

CO CM CM 


■ 1-H 

a> 



GO CD i-H i-i CM CM iH 
-* CO CM CD-* O 
O "O t^ CD i-H CM 



CO"* * CO 
rh co as CM 
co 10 lO'CO 



W t> >D "# CM i— I i 

oo io co 05 co oo 

CM id a> CO O CO 



CO OG0.CM 
i-H CD lOCM . 



O GO CO GO CO 
O 00 CM LO —I 

OCO* ID* 

CM CM OlCOt^ 



COCMCO>DOiOO* 
C01>-r^CO»DCNOGO 

COCMCOCMCDt^cOO 
00 CO CD i-i iO lO 00 
i-l CM CM 



CO 

i— I 



O-^OiCiC 
O* O* rH 

o i— i id as co 

id* CD CO ■* 
CM^CO t- t-~ CM 
i-T-stT -*CN~ 



OffiCiiJOOOO 
OiOMiOOOOO 

COI>OOC5-*>DCOO 
OOiHiOOSCON Ci 
iH CM CM 



00ONCJN 
ID O GO CO OS 

i> as coco rH 



0- tJH b- O CO CD lO 

iH CM CO i-H CO 00 

i-H ^HCM 



o 
co" 

i— i 

m 



p-. 

K 



7? w 3 * 

■- o totfci 

££ S55 

S O M 
bJ0^~ fl_2 
C co CD q) 

55 « ss S 

ro co co-g 

to CO 03 .CJ 

03 rt Dh+j 
&^03 fl 

o o £ « 



CD 
S CD 



oq 



03 03 k^ 

2 ^ 3 

S^" co 
h, 8-2 



; «ii 03 -u= to o ■ 



*> 03 H ^ 

-^£i 03 — 
jv _,*" _g CO 

n m s o c 

H 03 



3 

CO 

03 O 

'S3 

-{s o 

03 CO 
« 03 

-o£ 

o o 



g 

a 
M 
O 



H 



03 °^ 



Ph 



s 



■U * 

bC S3 
03 o 



O 03 
co gj 

.2 03 



CO 

a I 

O co 

IS* 



03 






n CO 03 ^ 

"a sa| 

Fh . — i O r^ 

-^ ri 52 * 

> 0) S"^ *-< 

* ^T3 a? c5 
oo a; a> c o g 

i ^ j_, t-t .^ *^ .z. 



CO 

03 

bC§ 

'-3 a 
Cf o3 

"S 03 



a 

1 8 



± ^ 1 
-a 03 



hc.2 

03 r< 



c£ 



H 



PiP- 



Public Works Department. 



131 



OOOOOiOH(N(NHMO 
00C0rttc0 01G0O-+ l CDC5CM>-i 



ioeoicc^05cocCTtiGOO'-Ha> 

(NHIMOlMOlOMLOKHM 
©HMMiHKJMHCOHMOO 



COCO>0;01>CO^h©^COCO'— I 

C0_<N_C0_'-^O^'O ^CN O^ CM LO 

C0~0 CO 02 i— 1 CO 1— 1 © 
05 OS CM ^ 



O->#l>©C0O^»0TtiC0i0'<N 

COOffiN^tO-Or-irfHHN^ 

oocioooco^N-riaxNcs 

05 00 1— ^t^Ir^iO CO CM "* CM CM -* 

ef^Cc'tV'-H' CO oTco 
GOXO 05 



iO00H(0fflO>OON«00O 
CM CO © 00 >— 1 rJ* ^ •* 00 o ■* 10 

•># CO lO "— l©COlOCO-*tl©COCO 
tOCOCOCMCCT^-Hi— I CO © CM © 



OS 
S3 



CO O 

00 



co >o 
00 
10 co 



bC 



c3 
<a 43 

§.2 
fawfo 

Em 



c 43 

s s 

43 3 : 



«3"S 

a> 5/.-fi d^ o o 



a < 



(NN 

hN 



© 10 

cOt- 



■fa * 



5C 



o 



45 » J 

•3 S3 bo 

^ c c 

n,R,s 
03 43 -£ 

t-, > -C 

_ O be 



C at 



c9 






© II) s 



T3 

CI 

tH 

b0l2 



43 a> 

fa a 

fi fa 

43 2 
05 u 

_ -^> 



r -1 a> 



pq 



0000 

"* CO 

CM'* 

TfTcN 
CM t-h 



co~t>" 



00" 

■* "* 

CO i-i 



■* CD 


ON 


00 »o 

OO 


000 

OO 


ncm 

CM 


lOCM 
10 CM 

Ol 



03 _ 
fi c ^ 5 

o 



coo^j 



.2 43 M fl ^s 
g" W O 43 tsfi.a 

£ tn-^3 ^ a £ 

&£•£ bc„fi £ 
<s c a c bo .. 

^~* O i-* ^3 05 

p 6^ § o 



I' 5 **!•& 

tH fa .S tl 2 «- 

3 «£ 3 4) 3 © 
-3 m 4)fo<:tx< 



■S-i 



' Eg 



132 City Document No. 26. 

Total Expenditures Upon Ferries Since 1858-59. 

Expenditures for avenues, paving, interest, etc., 

previous to purchase of the ferries by the 

city $444,101 30 

Purchase of ferries, April, 1870 .... 276,375 00 

Expenditures for ferryboats since April, 1870 . 743,070 58 

Expenditures for new buildings, piers, drops, 

etc 607,523 64 

Expenditures for tools and fixtures (prior to 

1910) 14,752 46 

Expenditures for land from Lincoln's Wharf in 

1887 . 5,562 52 

Expenditures for land from Battery Wharf in 

1893 10,000 00 



Total expenditures on capital account $2,101,385 50 

Expenditures for repairs of all kinds . . . 1,442,327 74 

Expenditures for fuel 1,993,122 20 

Expenditures for salaries and wages . . 6,953,353 97 

Expenditures for all other purposes . . . 2,086,837 69 

$14,577,027 10 

Total Receipts from Ferries Since 1858=59. 
Receipts from rents, etc., previous to purchase 

of ferries $29,588 56 

Receipts from ferry tolls since purchase of 

ferries ' . . 7,272,298 70 

Receipts from rents since purchase of ferries . 67,879 42 

Receipts from sale of ferryboats . . 149,067 44 

Receipts from all other sources, per ferry books, 26,931 08 
Receipts from all other sources, additional, per 

auditor 30,734 85 



Total receipts from all sources . . . $7,576,500 05 
Less amount with tollman as capital . . 200 00 



Total receipts, per auditor's figures . $7,576,300 05 

Regular Annual (Ordinary) and Special Appropriations 
(Extraordinary) of the Ferry Service for the Year 
Ending January 31, 1920. 
Appropriation (regular) for the year ending 

January 31, 1920 . . . _ . . $424,248 94 

Received by transfer from Bridge Service . . 2,765 13 

Received by transfer from Paving Service . 529 68 

Received by transfer from Reserve Fund . 9,144 00 

$436,687 75 



Public Works Department. 133 

Amount of expenditures (regular) for the year, $436,687 75 



Special Appropriations. 

Balance February 1, 1919 

Appropriation for ferryboats, repairs, etc., 
(from taxes) 



Amount expended from February 1, 1919 to 
January 31,1920 

Balance January 31, 1920 



$27,280 67 
50,000 00 

$77,280 67 
49,376 67 

$27,904 00 



Statement Showing Receipts at Each Ferry. 
North Ferry. 



From Tollmen. 


Foot 
Passengers. 


From 
Tickets. 


Totals. 


Boston side 


$12,303 73 
11,291 95 


$3,925 50 
6,255 00 


$16,229 23 


East Boston side 


17,546 95 




$23,595 68 


$10,180 50 


$33,776 18 



From tollmen 

From gatemen : 

For 81,538 foot passengers at 1 



,776 18 



cent .... 
For cash fares for teams 




$815 38 
13,343 37 


14,158 75 


Totals at North Ferry 


South Ferry. 




$47,934 93 


Fbom Tollmen. 


Foot 
Passengers. 


From 
Tickets. 


Totals. 


Boston side 


$9,615 55 


$5,639 00 


$15,254 55 


East Boston side 


9,073 77 


4,447 00 


13,520 77 








$18,689 32 


$10,086 00 


128,775 32 



134 



City Document No. 26. 



From tollmen 

From gatemen: 

For 77,086 foot passengers at 1 
cent 

For cash fares for teams 



Total at South Ferry 



$770 86 
14,469 82 



,775 32 



15,240 68 
$44,016 00 



North and South Ferries as above 

Tickets paid for at ferry office 

Received in lieu of free ferries July 4, 1919 



Total from rates 
Rents for the year 
Headhouse privileges 
Commission on public telephones 
Care of public telephone booths 



Total receipts for the year 



$91,950 93 

3,510 30 

1 00 


$95,462 23 

539 67 

400 00 

114 47 

48 00 



,564 37 



Statement of Travel on the Ferries from February 1, 
1919, to January 31, 1920, Inclusive. 

North Ferry. South Ferry. 

Foot' passengers at 1 cent each . 2,441,106 1,946,018 
Foot passengers by ticket . . 28,219 9,430 

Foot passengers free .... 3,875 625 



Total foot .... 


2,473,200 


1,956,073 


One-horse teams and pleasure car- 




nages 


215,544 


211,588 


One-seat automobiles 


27,357 


39,883 


Two-horse teams 


54,998 


20,396 


Motor-trucks .... 


121,304 


133,325 


Three-horse teams 


1,371 


3,001 


Four-horse teams 


1,518 


3,024 


Two-horse pleasure carriages a 


nd 




hacks 


676 


335 


Two-seat automobiles 


94,739 


78,071 


Handcarts, etc 


2,462 


2,473 


Drag wheels .... 





6 


Free teams: 






Two-seat automobiles 


3,005 


4,326 


Other vehicles 


5,865 


4,251 




528,839 


500,679 



Public Works Department. 



135 



Total paying foot .... 
Total free foot passengers 

Total foot passengers carried . 



$4,424,773 
4,500 

4,429,273 



Total paying teams . 
Total free teams 

Total teams carried 



1,012,071 
17,447 

1,029,518 



Total Travel on Both Ferries from February 1, 1914, to 
January 31, 1920. 





1914-15. 


1915-16. 


1916-17. 


1917-18. 


1918-19. 


1919-20. 




623,508 

248,464 

6,125 

4,739 

83,253 

2,231 

4 


644,311 

276,850 

5,410 

4,507 

84,389 

3,195 

4 


582,819 

291,795 

4,723 

6,640 

94,333 

3,537 

1 


577,507 

308,564 

3,538 

7,089 

110,203 

3,570 


500,193 

306,672 

3,471 

7,598 

132,743 

3,265 

8 


494,372 




330,023 




4,372 




4,542 


Two-horse carriages, hackst .... 
Two-cent tolls, hand carts, etc . . 


173,821 

4,935 

6 








Paid teams at both ferries 

Free teams at both ferries 


968,324 
11,028 


1,018,666 
10,844 


983,848 
12,067 


1,010,471 
15,177 


953,950 
21,708 


1,012,071 
17,447 


Total teams at both ferries, 


979,352 


1,029,510 


995,915 


1,025,648 


975,658 


1,029,518 




6,024,082 

885 


5,676,118 
2,053 


4,631,244 
1,763 


4,191,410 
846 


3,952,673 
2,820 


4,424,773 




4,500 






Total foot passengers 


6,024,967 


5,678,171 


4,633,007 


4,192,256 


3,955,493 


4,429,273 



Note: The above team travel includes automobiles. 
* Includes one-seat automobiles, t Includes motor trucks, t Includes two-seat automobiles. 



136 City Document No. 26. 



APPENDIX C. 



REPORT OF THE DIVISION ENGINEER 
OF THE HIGHWAY DIVISION. 



Boston, February 1, 1920. 

Mr. Thomas F. Sullivan, 

Commissioner of Public Works: 

Dear Sir, — I submit herewith a statement of the 
activities, operations and expenditures of the Paving 
and Lighting Services for the year ending January 31, 
1920. 

The maintenance expenditures of the Highway Divi- 
sion for the year were as follows: 

Lighting Service $714,821 55 

Paving Service 1,117,867 28 



Total $1,832,688 83 

Note. — For further detail of expenses see pages 
following. 

Paving Service. 

In response to the campaign that was instituted 
after the signing of the armistice, to urge public works 
on as large a scale as possible, to help out the slack in 
the industrial situation and to furnish employment to 
returning soldiers, sailors and war workers, the City of 
Boston prepared its paving program and started con- 
struction work earlier than ever before and kept going 
until the advent of winter compelled a halt. There 
were fifteen (15) streets under contract not completed 
in 1918 and work was resumed on these early in March. 
Contracts were awarded in 1919 to construct or repave 
ninety-eight (98) streets, and eighty-six (86) of these 
were completed. About one hundred and seventy-five 
(175) streets were resurfaced by the department forces. 

A record year in granite block paving on a concrete 
base with grout joints was made, there being about 



Public Works Department. 137 

162,000 square yards of this form of pavement laid in 
the following streets: Atlantic avenue, from Summer 
street to Commercial street; Bennington street, from 
Central square to Day square; Cambridge street, from 
North Russell street to Charles street; Commercial 
street, from Fleet street to Washington Street North; 
Dorchester avenue, from Andrew square to Savin Hill 
avenue; East First street, from H street to Summer 
street; Federal street, from Franklin street to Dewey 
square; Main street, from City square across Alford 
street; Public Alleys 818, 819, 820, 821; Shirley street, 
from Massachusetts avenue southerly; Summer street, 
from Fort Point channel to railroad; Tremont street, 
from Common street to Castle street; and Tremont 
street, from Hammond street to William Pynchon 
square. 

About 95,000 square yards of sheet asphalt- and binder 
was laid on the following streets, both on macadam base 
and concrete base: Amory street, Bayswater street, 
Bellvista road, Bexley road, Bowdoin street, Cameron 
street, Conant street, Deer street, Dunbar avenue, 
East Newton street, Hallam street, Holden street, 
Holton street, Justin road, Levant street, Lucerne 
street, Matchett street, Mt. Ida road, Parker street, 
Perthshire road, Saratoga street, Selwyn street, Smith 
street, Tebroc street, Ticknor street, Tovar street, 
Walk Hill street, Waupello road, Worcester street, 
Worcester square. 

About 60,000 square yards of bitulithic pavement 
was laid on the following streets: Baird street, Cam- 
bridge street, East Broadway, Irma street, Middleton 
street, Newbury street, Norfolk street, North Beacon 
street, Washington street. 

About 70,000 square yards of Topeka pavement was 
laid on the following streets: Atwill road, Buckmmster 
street, Centre street, Green street, Greenview avenue, 
Greenwich street, Hampstead road, Kenton road, 
Marble street, Newbern street, Sterling street, Sussex 
street, Tremont street, Wachusett 'street, Warwick 
street, Westminster street, Weston street, Williams 
street, Windsor street. 

There were also laid during this year 16,500 yards 
of wood block paving; 250,000 yards of concrete base 
and 120,000 yards of artificial stone sidewalks. 

Among the streets under contract and which will be 
repaved early in the coming year is Rutherford avenue 



138 City Document No. 26. 

(Charlestown), from Cambridge street to Chapman 
street, about 3,800 feet in length; Tremont street, from 
Dover street to Northampton street, about 3,850 feet in 
length; Beacon street, from Massachusetts avenue to 
Raleigh street, about 1,250 feet in length, and Hyde 
Park avenue, from Metropolitan avenue to River street, 
about 5,400 feet in length. 

General Plant. 

The buildings at several of the yards have been 
repaired and painted, the Albany street building at the 
South End yard having had a metal roof substituted for 
the old shingles. 

The nine Buffalo-Pitts steam road rollers have been 
continuously employed during the season. 

The horses, carts, harnesses, etc., are in fair condition. 
Many of the horses are old, some having been transferred 
from other divisions. It will be advisable to procure 
some young horses to reinforce this branch of the service. 

Lighting Service. 

The usual provision has been made for skating and 
tobogganing at Franklin Field, Franklin Park and Wood 
Island Park. 

The "White way on Tremont street was extended from 
Common street to Arlington street and nine new mag- 
netite arc lamps were erected at the Savin Hill Play- 
ground and three at Billings Field. On the balustrade 
at Marine Park ten two-hundred candle power lamps 
were erected. 

The usual requests for new lamps have resulted in the 
installation of 22 new magnetite arcs, 31 incandescents 
and 43 gas lamps at various locations. 

During the year the following defects were reported by 
the police: Arc lamps, 5,604, incandescents, 2,465 and 
gas lamps, 2,668. 

Yours respectfully, 

James H. Sullivan, 

Division Engineer. 



Publtc Works Department. 



139 



HIGHWAY DIVISION — LIGHTING SERVICE. 



Financial Statement. 
Expenditures, February 1, 1919, to January 31, 1920. 

Electric Lighting: 

Arc. 
Edison Electric Illuminating 

Company $391,198 20 

Charlestown Gas and Electric 





±iU,<JiJ<J U(J 


$414,796- 78 






Incandescent 






Edison Electric Illuminating 






Company 


$82,023 11 




Charlestown Gas and Electric 






Company 


20 89 


82,044 00 






Gas Lighting: 






Boston Consolidated Gas Com- 






pany $195,805 09 




Charlestown Gas and Electric 






Company 


10,583 16 




Charlestown Gas and Electric 




* 


Company fire alarm lamps 


399 00 


206,787 25 






Salaries and Wages: 






Division Engineer (part of) 


$1,250 00 




Clerk 


1,693 24 




Stenographer and clerk 


1,134 09 




Lighting inspectors 


2,504 73 




Pensions 


360 00 


6,942 06 






Automobile Expenses: (2 automobiles) 






Storage 


$157 42 




Registration 


20 00 




Gasolene, oil, etc 


218 99 




Shoes and tubes, new and repairs, 


179 50 




Supplies .... 


38 74 




Repairs 


245 30 


859 95 






Carried forward .... 


$711,430 04 



140 



City Document No. 26. 



Brought forward 

Construction: 

Changes on account of installation of lamps, 

. posts and removing and relocating lamps, 

posts, etc., less rebates 



Office Expenses: 

Printing .... 
Postage .... 
Stationery and periodicals 

Miscellaneous: 
Telephone tolls 
Travel expenses (car fares) 
Teaming lamp-posts 
Typewriter inspection 
Broken lamps 
Wire cages 
Lights 



Total 



$711,430 04 



3,170 04 



$99 70 
25 00 
42 55 



$10 00 


13 


20 


3 


14 


12 


00 


4 


80 


9 


00 


2 


08 



167 25 



54 22 



. $714,821 55 



Revenue Credited to General Revenue. 
Lighting Boston and Cambridge bridges 



5,074 91 



The following is a statement of the work done during 
the year under the supervision of the Division Engineer, 
Highway Division: 

Arc lamps have been provided for skating and tobog- 
ganing during the season at Franklin Field, Franklin 
Park and Wood Island Park, the same as in years past. 

The White Way on Tremont street was extended 
from Common street to Arlington square by the installa- 
tion of 13 new boulevard lamps. At the Savin Hill 
Playground 9 new magnetite arc lamps were erected, 
and at Billings Field 3 lamps of the same type were 
also erected. On the balustrade of Marine Park 10 
200-candle power lamps and on Brookline Bridge 4 
100-candle power incandescent lamps were installed. 
In addition to these, throughout the city the lighting 
system was increased by the installation of 22 new 
magnetite arcs and 31 incandescents, and 43 gas lamps 
at various locations. The usual amount of regulation 
and relocation of lamps and services, made necessary 



Public Works Department. 141 

by street construction, the building of sewers and other 
works, has been conducted throughout the year. 

Petitions and requests for new lamps received from 
citizens and from officials, also complaints in relation to 
the Lighting Service, have been investigated and 
attended to. All streets in the underground district 
prescribed for the year have been inspected and neces- 
sary changes and additions have been made. 

The number of miles of streets and ways lighted by 
this service is as follows: 

Public streets and alleys 603.71 

Public footways 1.31 

Park roads, footways and private streets and alleys, 

approximately 300.00 

905.02 

During the year the following defects were reported 
by the police: Arc lamps, 5,604; incandescent, 2,465; 
and gas lamps, 2,668. 

There are in operation 19,818 arc incandescents and 
gas lamps, divided as follows: 5,318 arcs, 4,619 tungsten 
incandescents, 9,737 single mantle gas lamps and 144 
fire alarm gas lamps. 

Lamps Installed. 

Magnetite arc lamps 40 

Tungstem lamps 45 

Single mantle gas lamps 42 

— 127 
Lamps Discontinued. 

Magnetite arc lamps 2 

Tungsten lamps 22 

Single mantle gas lamps 22 

— 46 

■ Net increase 81 



142 



City Document No. 26. 



Hr= 

rH 

J2 



O 
i 



he 

"Eh 



(=1 

fc>C 



c3 

rH 



'■+3 
o 



rH 

o 

r^ 



o 



r£! 

bfi 

£ - 

"o u 



rfl 
H 





0) 
03 
CO 


05 SO tH 














— ' <u^ 
-MOO 
o c3 03 

P4pq 


N rH 
















o 

03 
CJ 

a 




















si 












: - 








"2 
P5 


■* 


















"8 






















o 

'o3 
0. 

a) 


10 










iO 






™ «, co 

II 1 


oo 




o 












0"B 
-w o3-rj 


■* h< co 

lO CC i-i 














CO 


t> 


















2 a 

& 3 


CM IS rH 

rH CN 














Set in 
Place of 
Broken 

Posts. 


I- CO rH 














$ 03 
03 ,J 


CO >C CO 
-* Tt< <N 




o • 

CM 










00 

tn 

o 

a 

00 

s 

c 


CD 

o 

a 
o 


o 
a 
a 

ti 
c 


01 

a 

a 


3 
M 

o 

H 

-< 


QQ 

0) 

3 
* 

0) 

Si 
3 
p 


03 
O 

f 

M 

0) 
CO 







Public Works Department. 



143 



The following table shows the number of lamps of 
various types in use on January 1, 1920, as compared 
with the number in use on January 1, 1919: 





January, 
1920. 


January, 
1919. 


Increase or 
Decrease. 


Single mantle gas 


9,737 

144 

5,31,8 

4,619 


9,717 

144 

5,280 

4,596 


4-20 


Fire alarm gas 


Magnetite arc 

Tungsten incandescent 


4-38 
+23 






19,818 


19,737 


+81 



Street Lamp Outages. 
Rebates for lamps not lighted on schedule time or 
out before the proper time have been received on the 
various monthly bills as follows: 



Date. 



Incandescent. 



Gas. 



Arc. 



February, 1919 

March 

April 

May 

June 

July 

August 

September 

October 

November 

December 

January, 1920. 



$21 72 
15 89 

8 50 
15 71 

9 32 

6 76 

7 86 
3 45 
3 94 
9 21 
6 66 

18 84 



$2,462 10 

2,305 77 

8 98 

8 90 

10 32 

8 22 

7 99 
3 65 

8 24 
22 88 
56 86 

375 31 



$180 37 

162 95 

112 04 

105 41 

66 16 

57 11 

101 29 

78 60 

77 70 

210 46 

253 66 

299 61 



$127 86 



,279 22 



1,705 36 



Gas Lighting. 

There are 9,737 single mantle gas lamps and 144 open 
flame fire alarm signal lamps. 

The city furnishes the lamp-posts, the gas company 
set the lamp-posts and provides service pipes laid from 
the gas mains to the top of the posts, maintain all such 
pipes and posts in good condition and repair, furnish 
gas, lanterns, burners and all other necessary equip- 
ment, including labor for lighting and care. 

The Lighting Service provides for the gas, lighting 
and care of the fire alarm signal lamps, and the Fire 
Department for the lanterns, posts, setting and repairing 
of same. 



144 



City Document No. 26. 





-u . 














o o 


o o 




o © 


o o 




*CS>-1 


1-t T-H 


H H 






(N CI 


OI <N 




£ o 


ee 






Ha 








Cost of 
Lamp for 
Lighting, 
Care and 

Repair 

per 
Annum. 


o 
o 


o 
o 

CM 






ft 










'oat of 

Gas 
r Lam 

per 
nnum 


o 
o 

OS 

9# 


o 
o 

o 






U 5 «< 










ft 










hj 


o c 


o o 




o c 


o o 






o c 


© o 




3 s ftS 

Odd 


■* t 


•* T* 




ffiffl <! 








Gas 
nsumed 
r Lamp 
r Hour. 










cu a 


C3 03 
03 03 






<*H U-. 




o co cj 


CO t( 


CO ■* 




O ftft 








T3.2 h 


o 


o 






OT3 4> 


CO 


CO 






S s o 












co 


a 










a 


ft s 


cs i 


d 2 

oi a 


E 


a « 


a a 




>>o3 


5 c 


' To S 






S c 


j, c a 






m C 


> w O 


a 


U 03 








- — 


co "■ 


3 •* O 




S OS 


CO 


1 o ■-< 




N i- 


H lO 




3 Hi 


oi" 






fc.* 








O 










a^t 










° u 


) 








"S 3* 












i 






C3 


"SoP 


5 






*M 


H« 


>> 










3 






P 


d ^\ 


3 « 






mm 


3 & 




O 


O 03 p 


* ° 




|pp 


03 

E 5 






m 


o 






, 


C3 






a 


'u 






o 








O 


£ 






c3 


H 




< 
K 
il 


o 

■a 

03 


-a 
d 

03 




o 
O 


C3 


03 




o 


*o 


o 




fc 








M 

o 


a 

O 

O 


S a 

O o3 

"S ft 




3 


o d 

■*J OS 

O " 


.2 a 

- o 

a 






« 


c 


) 





Public Works Department. 



145 



Electric Lighting. 

There are in use 5,318 magnetite arc lamps, 3,287 
40 candle power, 1,294 60 candle power, 17 100 candle 
power, 10 200 candle power, and 11 500 candle power 
tungsten lamps. 

The electric companies provide and set the lamp- 
posts, except the lamp-posts for incandescent lamps 
supplied from underground circuits, furnish lamps, 
overhead wires, underground conduits, cables and con- 
nections and all other necessary equipment and main- 
tain them in good condition and repair. 

The lighting rates for electric lamps are in accordance 
with the following table: 



Description of Lamp. 


Fixed Costs 
per Lamp 
per Hour. 


Running 

Costs per 

Lamp Hour. 




$10 80 








60 candle power incandescent lamp, series 


12 00 


i 2 cent 


100 candle power incandescent lamp, series 


18 00 


i 4 cent 




25 00 
36 00 




•iO0 candle power incandescent lamp, multiple 


lfis cents 



A discount of 10 per cent is made on the above rates 
for lamps in all sections of the city. A deduction at the 
rate of 1 cent per hour for lamps of 100 candle power 
or less and 5 cents per hour for all other lamps is made 
for outages. 

Note. — One 60 candle power increased to 100 candle 
power. 



146 



City Document No. 26. 





m a 


o 


3 


CM 


O 


o 




a&3 


co 


CO 


in 


CO CO 




(33 


OS 


i> 


as as 




Oh 1 




t~ 


oo 


t> t> 




CO ^ 












a 












hD 












d m 


co 


oo 


oc 


oo co 




•-< t. 


CN 


CN 


CN 


CN CM 




Light 
Hou 


oq 
co 


oo 
co 


OC 

co 


oo oo 
co co 


























03 












d 












31 


0C 


00 




oo oo 




CN 


CN 




CN CN 




' Kh 


LO 


m 




IO if} 




0! 












. H 














d 


d 




6 6 




O 


R 


p 




P P 




t-> 












O 


a 

a 


D 

E 


C 


a a 
1 1 




"o 


03 


j. 


q 






co 


CO 







CO CO 




a 
>> 


CO 


CO 


CO CO 




H 


0) 


a 




CD CD 




















t- 


"B 






cu 


CO 


£ 


CD CD 






DQ 


no 


co co 






o 


CD 


co oi co 










-»- 


+3 -4J 




°a 
8.E 














-*3 








CO 


0) 


CO CD CO 




d 


c 


a a a 




H 1 ^ 


bO 


b 


bo bo bo 


'/) 


03 


oc 


oc 


03 03 


a 
£ 

-J 


§ 


3 


£ 


s § 






73 


•d -d 


T3 




C 


d d 




OD 




S 


3 ; d 


(J 




■ri 


o 


o "d o 


< 


<L> 


03 
CD 


M H c3 *-i 

bfl bD co bfl 


B 

S 

o 


ja 


CO 

T 


0J -g CD 




O 


> 


a 


d b- d 




o 


LJ 


D O tD 




m 












X! a 


oo 


t~ 


CO rH CO 




CN 


CO 


CN CN t- 




S o S 


t~ 


ff 




CM 




3 o3 




co 








£ h3 








. _ , 












> 










t> 




a 








£ 




03 








a 




a 








£ 


, 


S 




!« 




E 




o 




8 




c 




O 




«! 




C 




CD 




Ph 

S 




t 


1 


*n 






p 








o 








CD 




O 




( 

'I 

c 
< 

U 
( 
c 

7 


1 

i 


CD 

H 

T3 

d 

o3 
03 



d 
is 
o 

oi 
1^ 
03 








& 


1 


C 





cc 

CD 

d 

bC 
cd 

CD 

bfi 

-1-2 



o 

,d 



id 

.2 
"+= 

d 

bC 

• i-H 

co 
CD 

T3 



.2° 
o 

CD 

pd 



CD 

Sh 
c3 

co 
CD 

d 

bC 

cd 

(D 

o 
Pi 



d 

o3 
o 

CD 

rd 

CD 

> 
O 

c3 n$ 

d-d 



H g 

H CD 



Public Works Department. 



147 



a 

E 

« 



s 


IN 


03 


00 


co 


-f 


CO 


00 


X 


•* 


111 


03 


«o 


OS 


co 




■* 


CM 


o 




lO 


t^ 


O 


00 


,H 


co 


co 


-t< 


^H 


o<*< 


«© 


1-1 


IN 


1-1 


IN 


co 


CO 


00 


IN 


O m m 




















co 




















a 




















a ra 


00 


00 


00 


00 


00 


00 


CO 


00 


00 


IN 


<N 


IN 


(N 


CI 


CI 


CI 


CI 


(N 




00 


00 
CO 


00 
CO 


00 

co 


00 

co 


X' 
CO 


00 
CO 


so 
co 


00 

co" 


.2 h 

13 CO 


o 


o 


o 


o 


o 


o 


o 


o 


o 


■* 


CO 


o 


■* 


CO 


o 


o 


o 


CO 






1-1 






1-1 


CO 


>c 




03 O 




















OPh 






















6 


Q 


d 








b 


























3 
c 
h 


P 


P 


p 








p 
























b 


a 

a 


a 
5 


a 

5 


D 


o 


o 


& 

S 


O 


o 


*o 


03 


93 


03 


P 


P 





S3 


P 


P 


co 


CO 


co 


cq 








CO 






a 
>> 








CO 


V 


o 




CO 


0> 


CO 


co 


cd 








CO 












a. 


[a 


!& 




[g. 


[a 


H 




















CO 


o 


CO 








CO 




























'Sh 


'fi 


'S 


3 


3 


3 


'£ 


3 


3 




CD 
02 


CO 


co 


§ 


§ 


£ 


CO 


S 


S 




a 


G 


d 


3 


G 


fl 


3 


G 


a 


co a 




V 


co 


CO 


c» 


CD 


CO 


CO 


CO 












-*J 








a 


so 


cm 


60 


M 


M 


Si 


bo 


a 


q 


c 


3 


c 


a 


a 


c 


d 


Eh^ 


3 


s 


3 


3 


3 


3 


3 


3 


3 


H 


h 


h 


Eh 


H 


h 


H 


H 


H 


"I 




















co m 


CO 


00 


CO 




«5 


Tjl 


o 






■S^ & 


co 


CI 




*c 


CD 










So a 


oo 


t~ 




^1 


lO 










3 03 




















55 ^ 




















i 




















> 




< 

Ch 

a 








03 










d 

03 

a 

a 


o 








a 










O 








a 

o 

O 

ho 

.9 
"2 
.S 

a 

_3 
o 

s 

d 
o 










o 
O 
o 

CO 

w 

d 

03 

03 
O 

a 
is 
o 

to 

_0J 

1- 
03 










W 












o 





02 
CD 

J-i 

b£ 

bfi 
o3 
-t-= 



02 

o 

• I— I 

o3 

"53 
CX> 

T3 



# c3 
'o 

o 
o 

-a 

0> 

f-i 
o3 

02 

<v 
bC 

<D 
O 



T3 
PI 

o3 

h^> 

> 

o 

03 73 



o3 



148 City Document No. 26. 



PAVING SERVICE. 



The following is a description of the most important 
work done during the year. 

Granite Block Pavement. 

Atlantic avenue, from Broad street to South Market 
street, is about 1281 feet in length. A contract to repave the 
surface of this street with special cut granite blocks, grout 
joints, on a 6-inch concrete base, was awarded to Rossetti & 
Co. September 6, 1918. Most of the work under this contract 
was done in 1918. In 1919 an order was issued to omit the 
artificial stone walks on the easterly side of the street and the 
old brick sidewalks were relaid. 

Atlantic avenue, from South Market street to Commercial 
street, is about 1,335 feet in length. A contract to repave the 
surface of the street with special cut granite blocks, grout 
joints, on a 6-inch concrete base, was awarded to D'Onfro 
Brothers September 13, 1918. In 1918 the westerly side of 
the roadway was paved. In 1919 the car tracks on the easterly 
side of the street were raised to grade and the roadway was 
finished. Artificial stone sidewalks were furnished and laid 
under a five-year maintenance guaranty. 

Atlantic avenue, from Summer street to Broad street, is 
about 2,011 feet in length. A contract for repaving this street 
with special cut granite paving blocks, grout joints, on a con- 
crete base, was awarded to Bernard E. Grant Company 
September 17, 1918. The street is 100 feet in width with a 
roadway 76 feet wide and sidewalks 12 feet in width. By 
order of the Commissioner of Public Works the laying of the 
special cut blocks was omitted and the contractor was ordered 
to relay the old blocks. Work was commenced October 16, 
1918; suspended December 4, 1918; resumed April 10, 1919, and 
finished October 3, 1919. The old concrete base was cleaned 
and built up to the proper grade with new concrete, the old 
blocks were cleaned, culled and relaid with grout joints. The 
straight edgestone, corners and flagging were furnished by the 
city and hauled by the contractor. The circular edgestone 
and sidewalk bricks were furnished by the city on the line of 
the work. All other materials were furnished by the con- 
tractor. The tracks of the Union Freight Railway and the 
Boston Elevated Railway Company were set to grade and the 
area between the rails was paved with old granite blocks, grout 
joints, on a 6-inch concrete base. The edgestones were reset 



Public Woeks Department. 149 

where necessary and the existing brick sidewalks were replaced 
with artificial stone. The granite block paving and artificial 
stone sidewalks were laid under a five-year maintenance guar- 
anty. The former pavement of this street was large granite 
blocks with pitch joints on a concrete base. In connection 
with this contract, work was done on Northern avenue and 
Broad street, 

Bennington street, from Central square to Day square, is 
about 2,920 feet in length. A contract to repave this street 
was awarded to McGuire & McGourty September 5, 1919. 
The edgestones were reset and the roadway widened to a 
uniform width of 34 feet, a portion of the car tracks being 
relaid and the street was paved with recut granite blocks, with 
grout joints, on a 6-inch concrete base. The contractor used 
what he could of the old blocks on the street and the balance 
were cut in the East Eagle street yard and hauled by the 
contractor. Artificial stone sidewalks were furnished and laid. 
The sidewalks and the pavements were laid under a five-year 
maintenance guaranty. The city furnished the circular edge- 
stone on the line of work and all other materials were furnished 
by the contractor. 

Burlington avenue, from Brookline avenue northerly, is 
about 511 feet in length. A contract for constructing the 
surface of this street was awarded to Gore, Inc., May 17, 1919. 
Work was commenced May 16, 1919, and finished July 22, 1919. 
It is a 50-foot street with a 34-foot roadway, paved with recut 
granite blocks on a 6-inch Portland cement concrete base, with 
grout joints, laid under a five-year maintenance guaranty. 
The straight edgestone was furnished by the city and hauled 
and set by the contractor. The sidewalk bricks were delivered 
on the line of work and set by the contractor. All other mate- 
rials were furnished by the contractor. About 1,200 square 
feet of artificial stone sidewalks were laid under a five-year 
maintenance guaranty. The former surface of this street was 
gravel. 

Cambridge street, from North Russell street to Charles 
street, is about 1,304 feet in length. The contract for repaving 
this street was awarded to the Central Construction Company 
July 9, 1919. Work was started July 2, 1919, and completed 
August 18, 1919. Edgestone was set and reset, brick side- 
walks relaid and recut granite blocks laid on a 6-inch concrete 
base, with grout joints, each side of and between the tracks. 
Straight edgestones, paving brick and granite blocks were 
furnished by the city and hauled by the contractor. The 
circular edgestone was furnished by the city on the line of work. 
All other materials furnished by the contractor. The recut 
granite block pavement was laid under a five-year maintenance 
guaranty. 

Charles street, from Boylston street to Beacon street, is 
about 1,313 feet in length. A contract to construct a parking 



150 City Document No. 26. 

place for automobiles by taking part of the westerly sidewalk 
was awarded to James Doherty December 3, 1918. The work 
on this contract was completed in 1918, except the relaying of 
brick sidewalks, which was done in the spring of 1919. 

Commercial street, from Hanover street to Prince street, 
is about 1,665 feet in length, and Causeway street, from 
Prince street to westerly side of Washington Street North, is 
about 248 feet in length. A contract to repave these streets 
with special cut granite blocks was awarded to B. E. Grant 
Company September 13, 1918. Under an order issued by the 
Commissioner of Public Works the furnishing of new special 
cut blocks was omitted and the relaying of existing blocks with 
grout joints was substituted. The contractor reset the edge- 
stone, barred up and cleaned the old blocks and relaid them. 
The old base was repaired and relaid where necessary. The 
Boston Elevated Railway and Union Freight tracks were 
relaid and set to grade. Artificial stone walks were furnished 
and laid. The city furnished all edgestone required and any 
blocks needed to complete the work. All other materials were 
furnished by the contractor. The sidewalks and repaving was 
done under a five-year maintenance guaranty. Hanover 
street, from Charter street to Chelsea Ferry, a distance of 
about 786 feet, was repaved with grout joints on the old gravel 
base under this contract. 

Commercial street, from north side of Fleet street to Han- 
over street, is about 1,287 feet in length. A contract to repave 
this street with the old granite blocks was awarded to D'Onfro 
Brothers May 16, 1919. The contractors, paved the roadway 
with the old block with grout joints. The old concrete base 
was repaired and relaid where necessary, the edgestone reset 
and artificial stone sidewalks furnished and laid. The car 
tracks were reset to grade. The roadway was paved and the 
sidewalks laid under a five-year maintenance guaranty. The 
city furnished the circular edgestone and all the other materials 
were furnished by the contractor. 

Dorchester avenue, from 152 feet north of Rawson street 
across Savin Hill avenue and an extension of the contract from 
152 feet north of Rawson street to Andrew square, is about 
5,830 feet in length and 60 feet in width with a 10-foot sidewalk. 
A contract for this street was awarded to William J. Barry 
September 17, 1918. The roadway was paved with recut 
granite blocks, with grout joints, on a 6-inch concrete base and, 
where directed, wit^h 35-inch hard pine wood blocks, with sand 
joints, on a cement mortar bed on a 6-inch concrete base, 
under a five-year maintenance guaranty. The circular edge- 
stone was delivered on the line of work and set by the contrac- 
tor where directed. The existing edgestone was reset by the 
contractor and the sidewalks were laid with artificial stone 
under a maintenance guaranty for five years All other mate- 
rials were furnished by the contractor. The car tracks were 



Public Works Department. 151 

set to grade by the Boston Elevated Railway Company and 
the area between the rails was paved with recut granite blocks, 
grout joints, on a 6-inch concrete base, and, where directed, with 
wood block > with sand joints, on a mortar bed on a 6-inch 
concrete base. The former pavement on this street was granite 
block with gravel joints. 

East First street, from H street across Summer street, is 
about 1,687 feet in length. A contract for paving this street 
was awarded to G. Ferullo Company May 17, 1919. Work 
was commenced June 3, 1919, and finished August 13, 1919. 
It is a 50-foot street with a 34-foot roadway, paved with second- 
hand granite blocks, with grout joints, on a gravel base, under a 
five-year maintenance guaranty. The straight edgestone was 
furnished by the city and hauled and set by the contractor. 
The sidewalk bricks were delivered on the line of work and 
laid by the contractor. Part of the second-hand paving 
blocks were delivered on the line of the work, the rest were 
hauled by the contractor from the Fifth street lot. All other 
materials were furnished by the contractor. The street was 
formerly surfaced with macadam. 

Federal street, from Milk street to Dewey square, is about 
1,293 feet in length. A contract for paving this street with 
recut granite blocks and wood blocks was awarded to James 
Doherty October 22, 1919. Work was commenced October 23, 
1919, and suspended December 30, 1919. The roadway is 40 
feet in width with sidewalks 10 feet in width. The contractor 
did the excavating and reset the edgestone where directed. 
The old concrete base was cleaned and brought up to grade 
with new concrete. From Milk street across Franklin street 
the roadway was paved with wood blocks, on a cement mortar 
bed, with sand joints. There remains about 380 square yards 
of wood blocks to be laid in 1920. From Franklin street to 
Dewey square the roadway was paved with recut granite 
blocks. All materials were furnished by the contractor. The 
car tracks were set to grade by the Boston Elevated Railway 
Company and the area between the rails paved to conform 
with the work done by the contractor, excepting where granite 
blocks were laid they were not recut. The former surface of 
this street was granite block with pitch joints on a concrete 
base. Work will be resumed in the spring of 1920. 

Main street, from City square across Alford street, is about 
5,690 feet in length. A contract for repaving this street with 
recut granite blocks, with grout joints, on a concrete base, 
was awarded to William J. Barry June 10, 1919. Work was 
commenced July 14, 1919, and suspended January 8, 1920. 
The roadway is from 33 to 65 feet in width, with sidewalks 
7 to 15 feet in width. The contractor excavated the roadway, 
set the edgestone, and paved the roadway with recut granite 
blocks, with grout joints, on a 6-inch Portland cement con- 
crete base. The brick sidewalks were replaced with artificial 



152 City Document No. 26. 

stone on existing foundation. The straight edgestone and 
corners were furnished by the city and hauled by the con- 
tractor. The circular edgestone was delivered at the line of 
work. The granite blocks used were recut by the contractor 
on the street and at the Massachusetts avenue lot. All other 
materials were furnished by the contractor. The recut granite 
block pavement and the artificial stone sidewalks were laid 
under a five-year maintenance guaranty. The car tracks 
were set to grade by the Boston Elevated Railway Company 
and the area between the rails paved with recut granite blocks, 
with grout joints, on a 6-mch concrete base. The roadway 
and sidewalks are finished from City square across Mead 
street, and the south roadway from Mead street across Alford 
street. The former surface of the street was granite block, 
gravel base and joints, with brick sidewalks. Work will be 
resumed early in the spring of 1920. 

Public Alley No. 818, from St. Stephen street to Public 
Alley No. 819, is about 893 feet in length. A contract to con- 
struct this alley was awarded to John McCourt Company 
March 10, 1919. The contractor did the subgrading, hauled 
and set the edgestone, laid a 6-inch concrete base in the road- 
way, and hauled and laid the recut granite blocks with grout 
joints, under a five-year maintenance guaranty. Work on 
this alley was suspended on account of sewer construction and 
only 197 feet of the total length was constructed. The city 
furnished the circular stone on the line of work, the straight 
edgestone at the South End yard, and the recut granite blocks 
at the Massachusetts avenue lot. All other materials were 
furnished by the contractor. 

Public Alley No. 819, from Westland avenue to Batavia 
street, is about 224 feet in length. A contract to construct 
this alley was awarded to the John McCourt Company March 
10, 1919. The contractor did the subgrading, hauled and set 
the straight edgestone, laid a 6-inch concrete base in the road- 
wa}', hauled and laid the recut granite blocks with grout joints, 
furnished and laid artificial stone sidewalks and where there 
was no sidewalk, backed the edgestone to the street line with 
concrete backing. The sidewalks and roadway were laid under 
a five-year maintenance guaranty. The city furnished the 
edgestone and recut blocks and the contractor furnished all 
other materials required. 

Public Alley No. 820, from Huntington avenue to St. 
Botolph street, is about 248 feet in length. A contract to 
construct this alley was awarded to John McCourt Company 
March 10, 1919. The contractor did the subgrading, hauled 
and set the straight edgestone, and set the circular edgestone, 
laid a 6-inch concrete base in the roadway and hauled and laid 
the recut granite blocks with grout joints. They furnished 
and laid the artificial stone sidewalks, and backed the edge- 
stone to the street line with concrete backing where there were 



Public Works Department. 153 

no sidewalks. The sidewalks and roadway were laid under a 
live-year maintenance guaranty. The. contractor built a 
concrete retaining wall and erected iron fences at the Huntington 
avenue end of the. alley. The city furnished the edgestone and 
the recut paving blocks and the contractors furnished all other 
materials necessary to do the work. 

Public Alley No. 821, from Gainsborough street to Public 
Alley No. 820, is about 455 feet in length. A contract to con- 
struct this alley was awarded to John McCourt Company 
March 10, 1919. The contractors did the subgrading, hauled 
and set the straight edgestone and set the circle stone, laid a 
6-inch concrete base in the roadway and paved it with recut 
granite blocks, with grout joints. They furnished and laid 
artificial stone sidewalks, also concrete backing for the edge- 
stone where there were no walks. The sidewalks and road- 
way were laid under a five-year maintenance guaranty. The 
city furnished the edgestone and recut blocks and all other 
materials necessary were furnished by the contractor. 

Rutherford avenue, from Cambridge street to Chapman 
street, is about 3,800 feet in length. A contract to repave the 
surface of this street was awarded to Coleman Brothers 
November 24, 1919. This street is to be repaved with recut 
granite blocks on a 6-inch concrete base, with grout joints; 
the edgestone reset and the brick sidewalks relaid. Owing to 
the lateness of the season work was not started. 

Shirley street, from Massachusetts avenue to 400 feet 
southerly, is 400 feet in length. A contract to pave this road- 
way with second-hand granite blocks was awarded to Gore, 
Inc., May 16, 1919. The contractor reset the edgestone, 
relaid the brick sidewalks, removed the old granite block 
gutters and paved the roadway with second-hand granite 
blocks, with grout joints. Considerable repaving was done 
beyond the limit's of the contract on Shirley street and in 
Massachusetts avenue. The contractors hauled the second- 
hand blocks from the Massachusetts avenue lot. The city 
furnished the paving blocks and sidewalk brick and all other 
materials were furnished by the contractor. 

Summer street, from Fort Point channel to bridge over 
New York, New Haven & Hartford Railroad, is about 7,615 
feet in length. A contract for paving this street with recut 
granite blocks was awarded to John McCourt Company 
July 9, 1919. Work was commenced July 9, 1919, and finished 
September 20, 1919. It is a 100-foot street with a 76-foot 
roadway and sidewalks 12 feet in width. By order of the Com- 
missioner of Public Works, the recutting of the granite blocks 
were omitted and the roadway was paved with the existing 
granite blocks on a 6-inch Portland cement concrete base 
with a sand bed, cement grout joints. The edgestone was 
reset where necessary. The old artificial stone sidewalks were 
removed where directed and replaced with new artificial stone. 



154 City Document Xo. 26. 

All materials were furnished by the contractor. The granite 
block paving and the artificial stone sidewalks were laid under 
a five-year maintenance guaranty. The car tracks were set 
to grade by the Boston Elevated Railway Company, and the 
area between the rails paved with existing granite blocks on 
a 6-inch Portland cement concrete base with grout joints. 
The former surface of the street was granite block with gravel 
base and joints. 

Tremont street, from Common street to Castle street, 
is about 1,200 feet in length. A contract for paving this street 
with special cut granite paving blocks was awarded to James 
Dohertv September 18, 1918. Work was commenced March 
27, 1919. and finished July 19, 1919. The roadway is 40 to 45 
feet in width with sidewalks 10 feet wide. The contractor 
did the excavating, reset the edgestone, paved the roadway 
and laid the artificial stone sidewalks. The straight edgestone 
and corners were furnished by the city and hauled by the con- 
tractor. The circular edgestones were furnished on the fine 
of the work. The artificial stone sidewalks were laid on the 
existing foundation. The car tracks were set to grade by the 
Boston Elevated Railway Company, and the area between 
the rails was paved with recut granite blocks, grout joints, on 
a 6-inch concrete base. The granite block paving and arti- 
ficial stone sidewalks were laid under a five-year maintenance 
guaranty. The former surface of the street was granite blocks, 
pitch joints and concrete base, from Common street to Broad- 
way, and granite blocks, gravel base and joints, between Broad- 
way and Castle street. In connection with this contract, work 
was done on Shawmut avenue, Church street, Jefferson street 
and Corning street. 

Tremont street, from Hammond street to William Pynchon 
square, is about 3,550 feet in length. A contract to repave 
tins street with recut granite blocks was awarded to B. E. 
Grant Company July 9, 1919. The contractor reset the 
edgestone, relaid the brick sidewalks, recut the old granite 
blocks, subgraded the street and laid the recut blocks on a 
6-inch concrete base with grout joints. Considerable repaving 
was done on the approaches. The recut blocks were laid 
under a five-year maintenance guaranty. The city furnished 
the circular edgestone and sidewalk bricks required and all 
other materials were furnished by the contractor. 

Washington street, from Forest Hills to Archdale road, 
is about 2,745 feet in length. The contract for con- 
structing the surface of tins street was awarded to Simpson 
Brothers Corporation June 28, 1918. It is a 60-foot street 
with granite edgestone, 8- foot artificial stone sidewalks, and 
the roadway is paved with 5-inch granite blocks on 6-inch base, 
with grout joints, except tracks which are recut blocks. Work 
was begun July 13, 1918, suspended December 16, 1918, and 
completed May 31, 1919. The work this year consisted of 



Public Works Department. 155 

paving the easterly side and between the tracks. The pave- 
ment was laid under a five-year maintenance guaranty and 
the materials were furnished by the contractor. 

Asphalt Pavement. 

Amory street, from Green street to 140 feet north of 
Atherton street, is about 3,404 feet in length. A contract for 
completing this street was awarded to the Central Construction 
Company October 22, 1919. Work was begun October 23, 
1919, and completed December 18, 1919. The edgestone was 
reset in part, driveways paved with granite blocks on gravel 
base, grout joints, and a sheet asphalt pavement laid on 
macadam base. The brick sidewalks between Boylston street 
and 140 feet north of Atherton street were laid or relaid. 
A small amount of straight edgestone and the circular edge- 
stone were furnished by the city on the line of work. All 
other materials were furnished by the contractor. The sheet 
asphalt pavement was laid under a five-year maintenance 
guarant}^. 

Bayswater street, from Austin avenue to Waupello road, 
is about 669 feet in length. (See "Assessment Streets.") 

Bell vista Road, from Allston street to the Brookline line, 
is about 891 feet in length. (See "Assessment Streets.") 

Bexley road, from Washington street to Florence street, is 
about 798 feet in length. (See "Assessment Streets.") 

Bowdoin street, from 78 feet west of Mt. Ida road across 
Topliff street, is about 1,156 feet in length. A contract for 
constructing the surface of this street was awarded to the 
Bermudez Company September 20, 1919. Work was begun 
November 11, 1918, and suspended December 17, 1918. Work 
was resumed April 21, 1919, and completed May 7, 1919. It 
is a 60-foot street with a 40-foot asphalt roadway on a macadam 
base, with a double track in the center, paved with granite 
blocks on a concrete base, 10-foot artificial stone sidewalks 
with granite edgestones. The granite paving blocks were fur- 
nished by the city and hauled by the contractor. The surplus 
paving materials were hauled to the city yard by the contractor. 
The asphalt pavement and artificial stone sidewalks were laid 
under a five-year maintenance guaranty. 

Cameron street, from Hancock street about 538 feet 
westerly, is about 538 feet in length. (See "Assessment 
Streets. ") 

Conant street, from Huntington avenue to Parker street, is 
about 1,556 feet in length. A contract to resurface this street 
with an asphalt pavement was awarded to the Bermudez 
Company September 19, 1919. The contractor regulated the 
edgestone, granite block gutters and brick sidewalks where 
necessary, and paved the roadway with asphalt on the old 
macadam foundation, under a five-year maintenance guaranty. 



156 City Document No. 26. 

The city furnished the circular edgestone and sidewalk brick; 
all other materials were furnished by the contractor. 

Deer street, from Melvinside terrace to Roach street, is 
about 545 feet in length. (See "Assessment Streets.") 

Dunbar avenue, from Washington street to about 482 feet 
westerly. (See "Assessment Streets.") 

East Newton street, from Washington street to Albany 
street, is about 1,348 feet in length. A contract to pave this 
street with asphalt was awarded to the Bermudez Company 
April 5, 1919. They reset the edgestone, relaid the brick side- 
walks, removed the old granite block gutters and cross walks, 
prepared the subgrade and paved the roadway with sheet 
asphalt on the old macadam for a foundation. In connection 
with this contract, West Newton street, from Washington 
street to Shawmut avenue, was paved in a similar manner. 
The asphalt was laid under a five-year maintenance guaranty. 
The city furnished the circular edgestone and the sidewalk 
bricks; all other materials were furnished by the contractor. 

Hallam street, from Dorchester avenue to Auckland street, 
is about 321 feet in length. (See "Assessment Streets.") 

Holden street, from Columbia road to about 400 feet 
northerly. (See "Assessment Streets.") 

Hoi ton street, from Everett street to Antwerp street, is 
about 726 feet in length. (See "Assessment Streets.") 

Justin road, from Bigelow street to Atkins street, is about 
467 feet in length. (See "Assessment Streets.") 

Levant street, from Geneva avenue to Topliff street, is 
about 689 feet in length. (See "Assessment Streets.") 

Lucerne street, from Callender street to Woodrow avenue, 
is about 812 feet in length. 

Matchett street, from Perthshire road about 68 feet 
southerly. (See "Assessment Streets. ") 

Mt. Ida road, from 254 feet south of Marie street to Robin- 
son street, is about 886 feet in length. (See "Assessment 
Streets.") 

Parker street, from Tremont street across Conant street, is 
about 653 feet in length. A contract to pave the surface of this 
street with sheet asphalt was awarded to the Bermudez Com- 
pany September 19, 1919. The contractor reset the edgestone, 
removed the old granite block gutters and crosswalks, prepared 
the subgrade and paved the street with sheet asphalt on the 
old macadam foundation and laid brick sidewalks. The 
asphalt pavement is laid under a five-year maintenance guar- 
anty. The city furnished the circular edgestone and sidewalk 
bricks and all other materials were furnished by the contractor. 

Perthshire road, from Bigelow street to Matchett street, 
is about 593 feet in length. (See "Assessment Streets. ") 

Saratoga street, from Chelsea street to Bennington street, 
is about 5,924 feet in length. A contract to pave the surface 



Public Works Department. 157 

of this street with asphalt was awarded to the Bermudez Com- 
pany September 13, 1918. The edgestone was reset, most of 
the subgrading done, a large part of the concrete base laid and 
about half the sheet asphalt laid in 1918. This year the base 
and asphalt pavement and the artificial stone sidewalks were 
completed July 7, 1919. In connection with this contract, 
Moore street, from Saratoga street to Bennington street, and 
Chelsea street, from Saratoga street to Bennington street, were 
paved with asphalt, laid on the old macadam for a foundation. 
All the asphalt pavement and artificial stone sidewalks were 
laid under a five-year guaranty. The city furnished all edge- 
stone and sidewalk bricks required and the contractor fur- 
nished all other materials required to complete the work. 

Selwyn street, from Farquhar street to 1,174 feet north- 
easterly. (See "Assessment Streets.") 

Smith street, from Huntington avenue to St. Alphonsus 
street, is about 584 feet in length. A contract to pave the 
surface of this street with sheet asphalt was awarded to the 
Bermudez Company September 19, 1919. The contractor 
reset the edgestone, removed the old block gutters and cross- 
walks, prepared the subgrade, paved the street with sheet asphalt 
on the old macadam foundation and relaid the brick sidewalks. 

Smith street, from Phillips street to Parker street, is about 
609 feet in length. A contract to pave the surface of this 
street with sheet asphalt was awarded to the Bermudez Com- 
pany September 19, 1919. The contractor reset the edgestone, 
removed the old block gutters and crosswalks, paved the street 
with sheet asphalt on the old macadam foundation, laid some 
new brick sidewalks and relaid the old brick sidewalk. The 
asphalt pavement was laid under a five-year maintenance 
guaranty. The city furnished the circular edgestone and 
sidewalk bricks and all other materials necessary to do the 
work were furnished by the contractor. 

Tebroc street, from Bowdoin street to Levant street, is 
about 212 feet in length. (See "Assessment Streets.") 

Ticknor street, from Marine road to Columbia road, is 
about 375 feet in length. (See "Assessment Streets.") 

Tovar street, from Bowdoin street to Cameron street, is 
about 200 feet in length. (See "Assessment Streets.") 

Tremont street, from Dover street to Northampton, street, 
is about 3,850 feet in length. A contract for repaving this 
street with sheet asphalt was awarded to B. E. Grant Company 
November 18, 1919. This street is 100 feet in width with a 
roadway of 70 feet and sidewalks 15 feet in width. Work was 
commenced December 31, 1919. The work done this year 
consisted of laying about 461 square yards of recut granite 
blocks with grout joints on a 6-inch concrete base in the dummy, 
between Milford street and Upton street. Work will be resumed 
early in the spring of 1920. 



158 City Document No. 26. 

Walk Hill street, from Blue Hill avenue across Fottler 
road, is about 710 feet in length. (See "Assessment Streets.") 

Waupello road, from Bayswater street to Saratoga street. 
is about 408 feet in length. (See "Assessment Streets.") 

Worcester street, from Columbus avenue to Washington 
street, is about 1,810 feet in length. A contract to pave the 
surface of this street with sheet asphalt was awarded to the 
Central Construction Company October 16, 1919. The con- 
tractor reset the edgestone and relaid the brick sidewalks, 
removed the granite block gutters and crosswalks, subgraded 
the roadway and paved it with sheet asphalt on the old mac- 
adam foundation. The pavement was laid under a five-year 
maintenance guaranty. The city furnished the edgestone and 
sidewalk bricks. All other materials were furnished by the 
contractor. 

Worcester square, from Washington street to Harrison 
avenue, is about 690 feet in length. A contract to pave the 
surface of this street was awarded to the Central Construction 
Company October 16, 1919. The contractor reset the edgestone 
and relaid the brick sidewalks, removed the old block gutters 
and crosswalks, subgraded the roadway and paved it with 
sheet asphalt on the old macadam foundation, under a five- 
3'ear maintenance guaranty. The city furnished the circular 
edgestone and sidewalk brick. All other materials were fur- 
nished by the contractor. 

Bitulithic Pavement. 

Baird street, from Blue Hill avenue to Morton street, is 
about 545 feet in length. (See "Assessment Streets.") 

Cambridge street, from Brighton avenue to Henshaw 
street (Brighton), is about 3,901 feet in length. A contract to 
pave the surface of this street with bitulithic pavement was 
awarded to Warren Brothers Company July 1, 1919. The 
car tracks were set to grade and paved with recut granite 
blocks with grout joints, the edgestones were reset where 
necessary and the artificial stone sidewalks were furnished and 
laid where necessary. The roadway was subgraded and paved 
with bitulithic pavement on the old macadam base. The side- 
walks and roadways were laid under a five-year maintenance 
guaranty. The contractors furnished all materials except the 
edgestones, which were furnished by the city. Tree pits were 
constructed on the northerly side of the street and considerable 
work was done on Warren street, at the Cambridge street 
approach. 

East Broadway, from Dorchester street to L street, is about 
2,755 feet in length. A contract for constructing the surface 
of this street was awarded to Warren Brothers Company 
October 8, 1918. Work was commenced March 10, 1919, and 
completed July 30, 1919. It is an 80-foot street with 15-foot 



Public Works Department. 159 

artificial stone sidewalks with granite edgestone; a 50-foot 
roadway paved with 2-inch bitulithic on a 6-inch cement con- 
crete base and has a double track in the center, paved with 
grouted granite blocks on a concrete base. The circular edge- 
stone was furnished by the city on the line of work. The new 
paving blocks and corners were furnished by the city and 
hauled by the contractor. The contractor furnished all the 
other materials and hauled the old sidewalk brick, paving 
blocks and other surplus materials to places designated by the 
commissioner. The artificial stone sidewalks, granite blocks 
and bitulithic pavements were laid under a five-year main- 
tenance guaranty. 

Irrna street, from Callender street to Woodrow avenue, is 
about 598 feet in length. (See "Assessment Streets. ") 

Middleton street, from Theodore street across Wildwood 
street, is about 242 feet in length. (See "Assessment Streets.") 

Newbury street, from Arlington street across Fairfield street, 
is about 3,024 feet in length. A contract for paving this street 
with bitulithic on a macadam foundation, was awarded to 
Warren Brothers Company April 8, 1919. Work was com- 
menced April 28, 1919, and finished July 12, 1919. It is a 
60-foot street with a 36-foot roadway and sidewalks 12 feet in 
width. The existing edgestones were reset where necessary. 
The old macadam roadway was brought up to grade by exca- 
vating and the addition of crushed stone, and after being 
thoroughly rolled, was covered with a 2-inch bitulithic pave- 
ment. The sidewalks were constructed with artificial stone on 
the existing foundation. The straight edgestone and corners 
used were furnished by the city and delivered on the line of 
work. All other materials were furnished by the contractor. 
The bitulithic pavement and artificial stone sidewalks were 
laid under a five-year maintenance guaranty. An extension 
of the contract was made to include Exeter street, from Boyls- 
ton street to Commonwealth avenue. This street was con- 
structed the same as Newbury street. The former surface of 
the street was macadam with brick sidewalks. 

Norfolk street, from Corbet street to Mascot street, is about 
230 feet in length. (See "Assessment Streets.") 

North Beacon street, from Cambridge street to Market 
street, is about 3,267 feet in length. (See "Assessment 
Streets.") ' 

Washington street, Brighton, from Market street to 
Tremont street, is about 4,120 feet in length. A contract to 
pave the surface of this street with bitulithic pavement was 
awarded to Warren Brothers Company October 8, 1919. The 
contractor hauled and set the new straight edgestone, set the 
circle stone, reset the old edgestone, removed the old granite 
block gutters and crosswalks; subgraded the roadway and are 
laying a bitulithic pavement on the old macadam foundation. 
The car tracks were relaid and paved with recut granite blocks 



160 Cm Document No. 26. 

on a concrete base and grout joints. The south side of the 
roadway, between Oakland and Lake streets, is paved with 
recut granite blocks on a concrete base, with grout joints, on 
account of heavy teaming and a steep grade. The contractors 
are furnishing and laying artificial stone sidewalks. These 
sidewalks and pavements are laid under a five-year maintenance 
guaranty. This work was started so late in the fall that it will 
be necessary to complete it in the spring of 1020. The city 
furnished the new edgestone and the granite paving blocks. 
All other materials are furnished by the contractor. 

Topeka Pavement. 

Atwill road, from Park street to Richwood street, is about 
215 feet in length. (See "Assessment Streets. ") 

Buckminster street, from Commonwealth avenue to 
Allston Street Playground, is about 500 feet in length. (See 
"Assessment Streets.") 

Centre street, from Eliot street across Allendale street, is 
about 5.550 feet in length. A contract for constructing this 
street was awarded to the Howe Contracting Company June 
10. 1010. Work was begun June 4. 1010. and completed Sep- 
tember 6, 1919. A Topeka pavement was laid on a macadam 
base, a comparatively small amount of edgestone was reset, 
granite block hips. 12 inches wide, on a gravel base with gravel 
joints, were laid where no edgestone existed and crushed stone 
sidewalks were graded and surfaced with crushed stone and 
dust. The edgestone was furnished by the city on the line of 
work. Granite blocks were furnished by the city and hauled 
by the contractor. All other materials were furnished by the 
contractor. The Topeka pavement was laid under a five-year 
ma hit enanc e guaranty . 

Centre street, from 400 feet east of Manthorne road to 
Redlands road, is about 660 feet in length. i,See "Assessment 
Streets.") 

Centre street, South street to Spring street, is about 6,310 
feet in length. (,See "Assessment Streets.") 

Green street, from Washington street across Call street, is 
about SSS feet in length. A contract for constructing this street 
was awarded to the Central Construction Company October 22. 
1010. Work was begun October 20, 1010, and suspended 
December 15. 1010. The edgestone was reset, sidewalks pre- 
pared for artificial stone and a Topeka pavement laid on a 
6-inch concrete base. The work of constructing the sidewalks 
will be completed as soon as the weather conditions permit. All 
materials were furnished by the contractor. 

Greenview avenue, from Centre street to 415 feet southerly. 
See "Assessment Streets.") 

Greenwich street, from Westminster street to Warwick 
street, is about 362 feet in length. A contract to pave this 



Public Works Department. 161 

street with a Topeka pavement was awarded to the Central 
Construction Company June 16, 1919, who reset the edgestone, 
furnished and laid artificial stone sidewalks, subgraded the 
roadway and paved it with Topeka pavement on a 6-inch con- 
crete base. The sidewalks and roadway were laid under a 
five-year maintenance guaranty. The city furnished the edge- 
stone that was required and all other materials were furnished 
by the contractor. 

Hampstead road, from the Arborway about 992 feet 
northwesterly. (See "Assessment Streets.") 

Harvard street, from Fabyan street to beyond Brookview 
street, is about 600 feet in length. (See " Assessment Streets.") 

Hyde Park avenue, from Metropolitan avenue to River 
street, is about 5,400 feet in length. (See "Assessment 
Streets.") 

Hyde Park avenue (westerly side), from River street about 
137 feet northerly. (See "Assessment Streets.") 

Kenton road, from Washington street about 884 feet east- 
erly. (See "Assessment Streets.") 

Marble street, from Westminster street to Warwick street, 
is about 375 feet in length. A contract to pave the suiface of 
this street was awarded to the Central Construction Company 
April 10, 1919. The contractor reset the edgestone, fur- 
nished and laid the artificial stone sidewalks, subgraded the 
roadway and paved it with Topeka pavement on a 6-inch 
concrete base. The walks and roadway were laid under a 
five-year maintenance guaranty. The city furnished the circle 
stone and all other materials were furnished by the contractor. 
Under this contract, a part of Hubert street was repaired where 
it had settled. Edgestone was reset, sidewalks rebuilt and the 
roadway was resurfaced with Topeka at Westminster street. 

Newbern street, from Sterling street to Weston street, is 
about 270 feet in length. A contract to repave this street with 
Topeka pavement was awarded to the Central Construction 
Company June 16, 1919. The contractor reset the edgestone, 
furnished and laid the artificial stone sidewalks, subgraded the 
roadway and paved it with Topeka pavement on a 6-inch con- 
crete base. The walks and roadways were laid under a five-year 
maintenance guaranty. The city furnished the circle stone 
and all other materials were furnished by the contractor. 

Sterling street, from Washington street to Tremont street, 
is about 1,729 feet in length. A contract to pave this street was 
awarded to the Central Construction Company April 10, 1919. 
The contractor hauled and set the edgestone, reset the old edge- 
stone, furnished and laid the artificial stone sidewalks, sub- 
graded the roadway and paved it with a Topeka pavement on a 
6-inch concrete base. The sidewalks and roadway were laid 
under a five-year maintenance guaranty. The city furnished 
the new straight edgestone and circle edgestone. The con- 
tractor furnished all other materials necessary to do the work. 



162 City Document No. 26. 

Sussex street, from Hammond street to Warwick street, 
is about 276 feet in length. A contract to pave the surface 
of this street was awarded to the Central Construction Com- 
pany June 16, 1919. The contractor reset the edgestone, 
furnished and laid the artificial stone sidewalks, subgraded 
the roadway and paved it with Topeka pavement on a 6-inch 
concrete base. The roadway and sidewalks were laid under 
a five-year maintenance guaranty. The city furnished the 
circle stone and all other materials were furnished by the 
contractor. 

Tremont street, from Castle street to Dover street, is 
about 830 feet in length. A contract for paving this street 
with Topeka pavement and recut granite blocks was awarded 
to the Rowe Contracting Company September 17, 1918. 
Work was commenced March 20, 1919, and finished June 2, 
1919. The roadway is 52 to 70 feet in width with sidewalks 
13 feet in width. The contractor did the excavating, reset 
the edgestone, paved the roadway and laid the artificial stone 
sidewalks. The brows, edgings and dummy were paved with 
recut granite blocks, with grout joints, on a 6-inch concrete 
base. The balance of the roadway was paved with 2-inch 
Topeka pavement on a 6-inch Portland cement concrete base. 
The straight edgestone and corners were furnished by the city 
and hauled by the contractor. The circular edgestone and 
sidewalk bricks were furnished by the city at the line of work. 
All other materials were furnished by the contractor. The 
car tracks were set to grade by the Boston Elevated Railway 
Company and the area between the rails paved with recut 
granite blocks, grout joints, on a 6-inch concrete base. The 
recut granite blocks, Topeka pavement and artificial stone 
sidewalks were laid under a five-year maintenance guaranty. 
The former surface of the street was granite block, gravel 
base and joints. In connection with this street, work was 
done on Appleton street and Compton street. 

Wachusett street, from Walk Hill street to Eldridge road, 
is about 935 feet in length. (See "Assessment Streets.") 

Warwick street, from Hammond street to Ruggles street, 
is about 1,368 feet in length. A contract to pave the surface 
of this street was awarded to the Central Construction Company 
April 10, 1919. The contractor hauled and set the new edge- 
stone, subgraded the roadway and paved it with Topeka 
pavement on a 6-inch concrete base, and furnished and laid 
the artificial stone sidewalks. The sidewalks and pavement 
were laid under a five-year maintenance guaranty. The city 
furnished the new edgestone and all other materials necessary 
to do the work were furnished by the contractor. 

Westminster street, from Hammond street to Ruggles 
street, is about 1,152 feet in length. A contract to pave the 
surface of this street was awarded to the Central Construction 
Company April 10, 1919. The contractor hauled and set 



Public Works Department. 163 

the new edgestone required, reset the old edgestone, subgraded 
the roadway and paved it with a Topeka pavement on a 
6-inch concrete base, and furnished and laid artificial stone 
sidewalks. The sidewalks and roadway were laid under a 
five-year maintenance guaranty. The city furnished the new 
edgestone and all other materials were furnished by the con- 
tractor. 

Weston street, from Warwick street to Tremont street, is 
about 555 feet in length. A contract to pave the surface of 
this street was awarded to the Central Construction Com- 
pany June 16, 1919. The contractor set the new edgestone 
and reset the old, subgraded the roadway and paved it with 
a Topeka pavement on a 6-inch concrete base, and furnished 
and laid the artificial stone sidewalks. The sidewalks and 
Topeka pavement were laid under a five-year maintenance 
guaranty. The city furnished the new edgestone and the 
contractor furnished all the other materials required. 

Williams street, from Washington street to Westminster 
street, is about 962 feet in length. A contract to pave the 
surface of this street was awarded to the Central Construction 
Company June 16, 1919. The contractor hauled and set the 
new straight edgestone, set the circular stone and reset the 
old edgestone*, subgraded the roadway and paved it with a 
Topeka pavement on a 6-inch concrete base, and furnished 
and laid artificial stone sidewalks. The sidewalks and pave- 
ment were laid under a five-year maintenance guaranty. The 
city furnished the new edgestone, and all other materials were 
furnished by the contractor. The contractor also did con- 
siderable repaving on Shawmut avenue. 

Windsor street, from Shawmut avenue to Cabot street, 
is about 958 feet in length. A contract to pave the surface 
of this street was awarded to the Central Construction Com- 
pany June 16, 1919. The contractor hauled and set the new 
straight edgestone, set the circular stone, reset the old edgestone, 
subgraded the roadway and paved it with a Topeka pave- 
ment on a 6-inch concrete base and furnished and laid artificial 
stone sidewalks. The sidewalks and the Topeka pavement 
were laid under a five-year maintenance guaranty. Con- 
siderable repaving was done on Shawmut avenue in connection 
with this street. The city furnished the new edgestone and 
all other materials were furnished by the contractor. 

York street, from Glenway street to Greenwood street, is 
about 440 feet in length. (See "Assessment Streets.") 

Wood Block Pavement. 

Beacon street, from Massachusetts avenue to Raleigh street, 
was awarded to James Doherty October 22, 1919, for a new 
wood block pavement. No work was done under this con- 
tract this year. 



164 City Document No. 26. 

Dorchester avenue, 152 feet south of Rawson street, 
across Savin Hill avenue. (See "Granite Block.") 

East Fourth street, from K street, across P street, is about 
2,813 linear feet. A contract for constructing the surface of 
this street was awarded to John E. Quinn May 7, 1919. Work 
was begun May 28, 1919, and suspended January 8j 1920. 
It is a 50-foot street, with artificial stone sidewalks, about 
8 feet in width, granite edgestone, and a roadway about 34 
feet in width. The roadway is paved with 3 '-inch wood 
block on a 6-inch concrete base from K street to L street, and 
a double car track from L street to P street. The tracks 
are paved partly with wood block and partly with granite 
block, all on a concrete base. The circular edgestone was 
furnished by the city on the line of the work. The contractor 
furnished all the other new materials and hauled the old side- 
walk bricks, paving blocks and other surplus materials to 
places designated by the commissioner. The greater part of 
the artificial stone sidewalks has been completed and the road- 
way paved from K street to a point near P street, with the 
exception of the intersections of the cross streets, when the 
work was suspended on account of cold weather. Work will 
be resumed in the spring. 

Federal street, from Milk street to Dewey square, is about 
1,293 feet in length. (See " Granite Block.") 

Kilby street, from State street to Milk street, is about 638 
feet in length. A contract for paving this street with wood 
block and sheet asphalt was awarded to James Doherty July 
25, 1919. Work was begun July 25, 1919, and completed 
October 15, 1919. The existing asphalt pavement was re- 
moved and the old concrete base was brought up to grade, 
either by chipping where it was high or by the addition of new 
concrete base where it was low. Some of the old base was 
found to be in poor condition and was removed and replaced 
with new concrete. The wood blocks were laid on ^-inch 
cement mortar bed with sand joints. The approaches were 
resurfaced with asphalt. All materials were furnished by the 
contractor. The wood block and asphalt were laid under a 
five-year maintenance guaranty. The former pavement on this 
street was asphalt. 

Bituminous Macadam. 

Fay wood avenue, from Orient avenue to Tower street, 
is about 1,257 feet in length. (See " Assessment Streets.") 

Malverna road, from Metropolitan avenue to Ethel street, 
is about 414 feet in length. (See "Assessment Streets.") 

Mascot street, from Ballou avenue to Norfolk street, is 
about 194 feet in length. (See "Assessment Streets.") 



Public Works Department. 165 



Assessment Streets. 

Atwill road, from Park street to Richwood street, is about 
215 feet in length. A contract for constructing this street 
was awarded to the Rowe Contracting Company August 15, 
1919. Work was commenced August 11, 1919, and finished 
October 22, 1919. It is a 40-foot street with granite edge- 
stones (northerly side on crushed stone and concrete founda- 
tion), artificial stone sidewalks 7 feet wide, except on the 
northerly side where a walk 5 feet in width was constructed, 
leaving a loam space and banking 2 feet wide for a distance 
of about 90 feet from Park street, and has a Topeka pavement 
on a 4-inch concrete base, with granite block brows at Park 
street, laid on a 4-inch concrete base. The straight edge- 
stone and corners were furnished by the city and hauled by 
the contractor. A few granite blocks were furnished by the 
city on the line of work. All other materials were furnished 
by the contractor. The Topeka pavement and artificial stone 
sidewalks were laid under a five-year maintenance guaranty. 

Baird street, from Blue Hill avenue to Morton street, is 
about 545 feet in length. A contract for constructing the 
surface of this street was awarded to Warren Brothers Company 
March 10, 1919. Work was started March 11, 1919, and, 
completed June 3, 1919. It is a 40-foot street with 7-foot 
artificial stone sidewalks and granite edgestones and a 26- 
foot bitulithic roadway on a 4-inch cement concrete base. 
The straight edgestone was furnished by the city and hauled 
by the contractor. The circular edgestone was furnished by 
the city on the line of work. All other materials were 
furnished by the contractor. The contractor hauled the 
surplus excavated materials to Middleton street. About 440 
square yards of bitu ithic wearing surface on existing macadam 
base were used to connect the new pavement with the existing 
surface of Bue Hill avenue and Morton street. The bitulithic 
pavement and artificial stone sidewalks were laid under a 
five-year maintenance guaranty. 

Bayswater street, from Austin avenue to Waupello road, 
is about 669 feet in length. A contract to construct this street 
was awarded to James Doherty March 26, 1919. This street, 
as constructed, is 50 feet wide with a 34-foot roadway and 
8-foot sidewalks. The street was subgraded and widened on 
the water side with filling furnished by the contractor; the 
roadway was paved with asphalt on a 4-inch concrete base; 
the northerly sidewalks were constructed of artificial stone and 
the southerly sidewalks constructed of 5-inch crushed stone 
and the southerly slope was paved with rip-rap paving to 
prevent washing by the sea. The city furnished the edge- 
stone on the line of work and all other materials were furnished 
by the contractor. The artificial stone sidewalks and asphalt 
pavement were laid under a five-year maintenance guaranty. 



166 City Document No. 26. 

Belgrade avenue, from Anawan avenue to Centre street, 
is about 1,329 feet in length. A contract for furnishing and 
placing filling in this street was awarded to the West Roxbury 
Trap Rock Company May 1, 1919. Work was begun March 
31, 1919, and finished December 18, 1919. Excavated materials 
from Centre street, between 400 feet east of Manthorne road 
and Redlands road, and materials furnished by the contractor 
were placed for filling. 

Bell vista road, from Allston street to Brookline line, is 
about 891 feet in length. A contract to construct this street 
was awarded to John F. Lynch April 3, 1919. This street, as 
constructed, is 40 feet wide with a 26-foot roadway and 7-foot 
sidewalks. The street was subgraded, edgestone hauled and 
set, the roadway paved with sheet asphalt on a 4-inch concrete 
base and artificial stone sidewalks were laid. The city furnished 
the edgestone and all other materials were furnished by the 
contractor. 

Bexley road, from Washington street to Florence street, is 
about 798 feet in length. A contract for constructing this 
street was awarded to McGuire & McGourty June 16, 1919. 
Work was begun June 5, 1919, and completed August 2, 1919. 
It is a 40-foot street with granite edgestone, artificial stone 
sidewalks, 7 feet in width, and has a sheet asphalt pavement 
laid on a 4-inch concrete base, with granite block brows laid on 
a 4-inch concrete base. A space 50 feet in length at the culvert 
of Stony brook, was not constructed. The straight edgestone, 
corners and granite block were furnished by the city and hauled 
by the contractor. The circular edgestone was furnished by 
the city on the line of the work. All other materials were 
furnished by the contractor. The sheet asphalt pavement and 
artificial stone sidewalks were laid under a five-year main- 
. tenance guaranty. 

Buckminster street, from Commonwealth avenue to 
Allston Street Playground, is about 500 feet in length. A 
contract to construct this street was awarded to Domenick 
Vozzella September 5, 1919. This is a 40-foot street with a 
roadway 26 feet wide and 7-foot sidewalks. The contractor 
did the subgrading, hauled and set the edgestone, paved the 
roadway with Topeka pavement on a 4-inch concrete base 
and laid the artificial stone sidewalks. The walks and roadway 
are laid under a five-year maintenance guaranty. The city 
furnished the edgestone and all other materials were furnished 
by the contractor. 

Burlington avenue, from Brookline avenue northerly, 
is about 51 1 feet in length. (See " Granite Block Pavements.") 

Cameron street, from Hancock street to about 538 feet 
westerly. A contract for constructing this street was awarded 
to McGuire & McGourty Company June 16, 1919. Work 
was begun August 8, 1919, and completed November 18, 1919. 
It is a 50-foot street with 7-foot sidewalks, granite edgestone 



Public Works Department. 167 

and 26-foot roadway paved with sheet asphalt and having a 
l|-inch asphalt-wearing surface, l|-inch bituminous binder 
and a 4-inch cement concrete base. The straight edgestone 
and brick blocks were furnished by the city and hauled by the 
contractor. The contractor hauled the surplus paving materials 
to the city yard. About 54 square yards of brick blocks on 
Hancock street were relaid to conform with the grade of the 
new pavement on Cameron street. The artificial stone side- 
walks and asphalt roadway were laid under a five-year main- 
tenance guaranty. 

Centre street, from 400 feet east of Manthorne road to 
Redlands road, is 660 feet in length. A contract for grading 
this street was awarded to the West Roxbury Trap Rock 
Company May 1, 1919. Work was begun August 7, 1919, and 
is now practically completed. The excavated materials were 
placed in Belgrade avenue, between Ana wan avenue and 
Centre street. This location is included in the contemplated 
widening and construction of Centre street, from South street 
to Spring street. 

Centre street, from South street to Spring street, is about 
6,310 feet in length. A contract for rough grading was awarded 
Antony Cefalo November 5, 1919. Work was begun November 
7, 1919, and suspended January 8, 1920. The work this year 
consisted in rough grading Maple and Mt. Vernon streets 
and placing the excavated materials between Belgrade avenue 
and La Grange street. 

Deer street, from Melvinside terrace to Roach street, is 
about 545 feet in length. A contract for constructing the 
surface of this street was awarded to the Central Construction 
Company July 23, 1919. Work was begun July 14, 1919 and 
completed August 22, 1919. It is a 30-foot street with a 20- 
foot sheet asphalt roadway on a 4-inch concrete base, 5-foot 
artificial stone sidewalks and granite edgestone. The circular 
edgestone were furnished by the city on the line of work. 
The straight edgestone and corners were furnished by the city 
and hauled by the contractor. All other materials were 
furnished by the contractor. The surplus paving materials 
were hauled to the city yard by the contractor. The asphalt 
pavement and artificial stone sidewalks were laid under a 
five-year maintenance guaranty. 

Dunbar avenue, from Washington street to about 482 
feet westerly. A contract for constructing the surface of the 
street was awarded to Martino DeMatteo March 15, 1919. 
Work was begun Apri 24, 1919, and completed June 5, 1919. 
This street is from 48 \ to 50 feet in width with 8-foot artificial 
stone sidewalks, granite edgestone and a 32 \ to 34 foot roadway, 
paved with sheet asphalt and having a l|-inch wearing surface, 
a l|-inch bituminous binder on an existing macadam base. 
The straight edgestone, corners and paving blocks were furnished 
by the city and hauled by the contractor. The circular edge- 



168 City Document No. 26. 

stones were furnished by the city on the line of work. The 
contractor furnished all other materials and hauled the surplus 
paving blocks and material to the city yard. The artificial 
stone sidewalks and asphalt roadway were laid under a five-year 
maintenance guaranty. 

Faywood avenue, from Orient avenue to Tower street, is 
1,257 feet in length. A contract to construct this street was 
awarded to James Doherty August 5, 1919. This street, as 
constructed, is 40 feet in width with a roadway 26 feet wide 
and 7-foot sidewalks. The contractor did the subgrading, 
set the edgestone, furnished and laid the artificial stone side- 
walks under a five-year maintenance guaranty and built the 
bituminous macadam roadway 6 inches thick. The city 
furnished the new edgestone and tarvia for binding the mac- 
adam. All other materials were furnished by the contractor. 
Work was begun August 26, 1919, and completed December 
18, 1919. 

Greenview avenue, from Centre street 415 feet southerly, 
was constructed by the John Kelley Company under contract 
of August 1, 1919. Work was begun July 24, 1919, and com- 
pleted December 3, 1919. It is a 22-foot street with granite 
edgestone, artificial stone sidewalks and driveways Sh feet in 
width and has a Topeka pavement on a 4-inch concrete base, 
with granite block brows on a 4-inch concrete base. A con- 
crete retaining wall, about 260 feet in length, was constructed 
on the northerly side. The edgestone was reset, brick side- 
walks relaid and granite block gutters laid on Centre street 
(easterly side) from Greenview avenue to Centre street. The 
straight edgestone, corners and granite blocks were furnished 
by the city and hauled by the contractor. The circular 
edgestone was furnished by the city on the line of work. All 
other materials were furnished by the contractor. The Topeka 
pavement and artificial stone sidewalks were laid under a 
five-year maintenance guaranty. 

Grove street, from Centre street to Washington street, is 
about 3,106 feet in length. The contract for grading this 
street was awarded to the Central Construction Company 
January 4, 1918. Work was begun January 23, 1918, suspended 
February 25, 1918; resumed March 26, 1918; suspended 
January 25, 1919; resumed March 21, 1919, and completed 
April 22, 1919. It is a 60-foot street and the work consisted 
of earth and rock excavation and removing the trees and grad- 
ing by the contractor. 

Hallam street, from Dorchester avenue to Auckland street, 
is about 321 feet in length. A contract for constructing the 
surface of this street was awarded to Martino DeMatteo on 
May 6, 1919. Work was begun May 15, 1919, and completed 
June 30, 1919. It is a 40-foot street with 7- foot artificial stone 
sidewalks, granite edgestone and a 26-foot roadway, paved 
with sheet asphalt having a 1^-inch wearing surface, l|-inch 



Public Works Department. 169 

bituminous binder and a 4-inch cement concrete base. The 
straight edgestone was furnished by the city and hauled by the 
contractor. The circular edgestone was furnished by the city 
on the line of work. All other materials were furnished by the 
contractor. The artificial stone sidewalks and asphalt road- 
way were laid under a five-year maintenance guaranty. 

Hampstead road, from the Arborway about 992 feet 
northeasterly, was constructed by the John Kelley Company, 
under contract of August 1, 1919. Work was begun July 29, 
1919, and completed December 15, 1919. It is for the greater 
part a 40-foot street with granite edgestones and artificial 
stone sidewalks 7 feet wide and has a Topeka pavement laid on 
a 4-inch concrete base, with granite block brows laid on a 
4-inch concrete base. The approach to the Arborway was laid 
with Topeka on macadam base. The straight edgestone and 
corners were furnished by the city and hauled by the contractor. 
The circular edgestone was furnished by the city on the line 
of work. All other materials were furnished by the contractor. 
The Topeka pavement and artificial stone sidewalks were laid 
under a five-year maintenance guaranty. 

Harvard street, from Fabyan street to beyond Brookview 
street, is about 600 feet in length. A contract for constructing 
the street was awarded to the Rowe Contracting Company 
September 20, 1919. Work was begun October 15, 1919, and 
suspended December 23, 1919. It is a 50-foot street and is to 
have granite edgestone, 8-foot sidewalks of brick on the west 
side and artificial stone on the east side and a Topeka pavement 
on a 4-inch concrete base. The work this year consisted of 
grading and setting about one half the edgestone. The work 
will be completed as soon as the weather conditions permit. 
The straight edgestone and corners were furnished by the city 
and hauled by the contractor. All other materials were fur- 
nished by the contractor. 

Holden street, from Columbia road to about 400 feet 
northerly. A contract for constructing the surface of this 
street was awarded to Martino DeMatteo May 6, 1919. Work 
was begun May 23, 1919, and completed July 11, 1919. It is a 
36-foot street with 6-foot sidewalks, granite edgestone, and 
a 24-foot roadway, paved with sheet asphalt, having a 1^-inch 
wearing surface, 1^ inch bituminous binder and a 4-inch con- 
crete base. The straight edgestone and paving blocks were 
furnished by the city and hauled by the contractor. The cir- 
cular edgestone and sidewalk bricks were furnished by the city 
on the line of work. All other materials were furnished by the 
contractor. The artificial stone sidewalks and asphalt roadway 
were laid under a five-year maintenance guaranty. 

Holton street, from Everett street to Antwerp street, is 
about 726 feet in length. A contract to construct this street 
was awarded to John F. Lynch April 3, 1919. This street, as 
constructed, is 40 feet wide with a roadway 26 feet wide and 



170 City Document No. 26. 

7-foot sidewalks. The contractor did the subgrading, hauled 
and set the straight edgestone, furnished and laid the arti- 
ficial stone sidewalks, and paved the roadway with sheet asphalt 
on a 4-inch concrete base. The asphalt and sidewalks were 
laid under a five-year maintenance guaranty. The city fur- 
nished the straight edgestone at the South End Yard and the 
circular stone on the line of work. All other materials were 
furnished by the contractor. 

Hyde Park avenue (westerly side), from River street about 
137 feet northerly. An artificial stone sidewalk was constructed 
by Martino DeMatteo, under a five-year maintenance guar- 
anty, under a contract dated July 14, 1919. Work was begun 
August 13, 1919, and finished August 18, 1919. All materials 
were furnished by the contractor. 

Hyde Park avenue, from Metropolitan avenue to River 
street, is about 5,400 feet in length. A contract for constructing 
this street was awarded Martino DeMatteo November 6, 1919. 
Work was begun November 10,- 1919, and suspended January 8, 
1920; resumed March 29, 1920. The work this year has con- 
sisted of grading. 

Irma street, from Callender street to Woodrow avenue, is 
about 598 feet in length. A contract for constructing the sur- 
face of this street was awarded to Warren Brothers Company 
March 10, 1919. Work was begun March 13, 1919, and com- 
pleted May 31, 1919. It is a 40-foot roadway with 7-foot arti- 
ficial stone sidewalks, granite edgestone and a 26-foot bitulithic 
roadway on a 4-inch cement concrete base. The straight 
edgestone and corners were furnished by the city and hauled 
by the contractor. The circular edgestone was furnished by the 
city on the line of work. All other materials were furnished by 
the contractor. The contractor hauled the surplus excavated 
material to Middleton street. About 300 square yards of bitu- 
lithic wearing surface on an existing macadam foundation 
were used to connect the new pavement with the existing sur- 
face on Woodrow avenue. The artificial stone sidewalks and 
bitulithic roadway were laid under a five-year maintenance 
guaranty. 

Justin road, from Bigelow street to Atkins street, is about 
467 feet in length. A contract to construct this street with 
sheet asphalt was awarded to the Central Construction Com- 
pany March 19, 1919. This is a 40-foot street with a roadway 
26 feet wide and 7-foot sidewalks. The contractor did the 
subgrading, hauled and set the edgestone, furnished and laid 
the artificial stone sidewalks and paved the roadway with sheet 
asphalt on a 4-inch concrete base. The sidewalks and road- 
way were laid under a five-year maintenance guaranty. The 
city furnished the straight edgestone at the South End Yard, 
and the circular stone on the line of work; all other materials 
were furnished by the cod tractor. 

Kenton road, from Washington street about 844 feet 
easterly, was constructed by the Rowe Contracting Company, 



Public Works Department. 171 

under contract of September 20, 1919. Work was begun 
September 12, 1919, and completed December 6, 1919. It is a 
30-foot street with granite edgestone, artificial stone sidewalks 
5 feet in width and has a Topeka pavement laid on a 4-inch con- 
crete base with granite block brows laid on a 4-inch concrete 
base. The straight edgestone and corners were furnished 
by the city and hauled by the contractor. The granite blocks 
and circular edgestone were furnished by the city on the line of 
work. All other materials were furnished by the contractor. 
The Topeka pavement and artificial stone sidewalks were laid 
under a five-year maintenance guaranty. 

Levant street, from Geneva avenue to Topliff street, is 
about 689 feet in length. A contract for constructing the sur- 
face of this street was awarded to McGuire & McGourty May 
19, 1919. Work was begun August 16, 1919, and completed 
November 24, 1919. It is a 40-foot street with 7-foot artificial 
stone sidewalks, granite edgestone and 26-foot roadway paved 
with sheet asphalt, having a l^-inch wearing surface on a 1^-inch 
bituminous binder and a 4-inch cement concrete base. The 
straight edgestone was furnished by the city and hauled by the 
contractor. The circular edgestone was furnished by the city 
on the line of work. All other materials were furnished by the 
contractor. About 105 square yards of asphalt on the existing 
macadam base was laid to connect the surface of the new pave- 
ment with the existing streets. The artificial stone sidewalks 
and asphalt roadway were laid under a five-year maintenance 
guaranty. 

Lucerne street, from Callender street to Woodrow avenue, 
is about 812 feet in length. A contract for constructing this 
street was awarded to the Bermudez Company September 15, 
1919. Work was begun September 13, 1919, and completed 
October 30, 1919. It is a 40-foot street with 7-foot artificial 
stone sidewalks, granite edgestone and a 26-foot sheet asphalt 
roadway, having a l|-inch wearing surface on a H-inch bitumi- 
nous binder and a 4-inch cement concrete base. The straight 
edgestone was furnished by the city and hauled by the con- 
tractor. The circular edgestone was furnished by the city on 
the line of work. All other materials were furnished by the 
contractor. The artificial stone sidewalks and asphalt roadway 
were laid under a five-year maintenance guaranty. 

Malverna road, from Metropolitan avenue to Ethel street, 
is about 414 feet in length. A contract for constructing this 
street was awarded to William J. Rafferty & Co. March 15, 
1919. Work was begun March 15, 1919, and completed May 
13, 1919. It is a 40-foot street with granite edgestone, arti- 
ficial stone sidewalks 7 feet wide, and has a 6-inch bituminous 
macadam roadway. Tree pits were also constructed. The 
straight edgestone was furnished by the city and hauled by 
the contractor. Circular edgestone was furnished by the city 
on the line of work. Socony Asphalt Binder B was furnished 
and applied by the city. All other materials were furnished 



172 City Document No. 26. 

by the contractor. The artificial stone sidewalks were laid 
under a five-year maintenance guaranty. 

Mascot street, from Ballou avenue to Norfolk street, is 
about 194 feet in length. A contract for constructing the sur- 
face of this street, including artificial stone steps, was awarded 
to Martino DeMatteo April 8, 1919. Work was begun July 3, 
1919, and suspended November 18, 1919. It is a 40-foot street 
with 7-foot artificial stone sidewalks, granite edgestone and a 
26-foot roadway of asphalt macadam. A flight of artificial 
stone steps, 12 feet in width and about 38 feet in length, with 
artificial stone retaining walls and iron fence was constructed 
connecting the southerly end of the roadway with Norfolk 
street. The straight edgestone and corners were furnished by 
the city and hauled by the contractor. The circular edgestone 
and asphalt road binder were furnished by the city on the line 
of work. All other materials were furnished by the contractor. 
The artificial stone sidewalks, walls and steps were constructed 
under a five-year maintenance guaranty. 

Matchett street, from Perthshire road about 68 feet south- 
erly. A contract to construct this street was awarded to the 
Central Construction Company March 19, 1919. This is a 
40-foot street with 7-foot sidewalks. The contractor did the 
subgrading, hauled and set the straight edgestone, and set the 
circle stone, furnished and laid the artificial stone sidewalks and 
paved the roadway with sheet asphalt on a 4-inch concrete 
base. The sidewalks and roadway were laid under a five-year 
maintenance guaranty. The city furnished the straight edge- 
stone at the South End Paving Yard and the circle stone on the 
line of work. All the other materials were furnished by the 
contractor. 

Middleton street, from Theodore street across Wildwood 
street, is about 242 feet in length. A contract for constructing 
the surface of this street was awarded to Warren Brothers Com- 
pany March 10, 1919. The work was begun April 1, 1919, and 
completed October 4, 1919. It is a 50-foot street with 7-foot 
earth sidewalks, granite edgestone and a 26-foot bitulithic 
roadway on a 4-inch ce lent concrete base. The straight edge- 
stone was furnished by the city and hauled by the contractor. 
The circular edgestone was furnished by the city on the line 
of work. All other materials were furnished by the contractor. 
The bitulithic roadway was laid under a five-year maintenance 
guaranty. 

Moraine street, from South Huntington avenue to Jamaica- 
way, is about 1,423 feet in length. A contract for constructing 
artificial stone sidewalks was awarded to Joseph A. Singarella 
June 20, 1919. Work was begun July 7, 1919, and completed 
August 29, 1919. Artificial stone sidewalks on a cinder founda- 
tion, were constructed 8 feet wide on the south side and nearly 
the entire north side, under a five-year maintenance guaranty. 



Public Works Department. 173 

Small corners for driveways were furnished by the city. All 
other materials were furnished by the contractor. 

Mt. Ida road, from 254 feet south of Marie street to Robin- 
son street, is about 886 feet in length. A contract for con- 
structing the surface of this street was awarded to McGuire & 
McGourty June 16, 1919. Work was begun September 8, 1919, 
and completed December 26, 1919. It is a 40-foot street with 
7-foot artificial stone sidewalks, granite edgestone and a 26-foot 
roadway, paved with sheet asphalt and having a l|-inch wear- 
ing surface and a H-inch bituminous binder and 4-inch cement 
concrete base. The straight edgestone and corners were 
furnished by the city and hauled by the contractor. The 
circular edgestone was furnished by the city on the line of work. 
All other materials were furnished by the contractor. About 
60 square yards of sheet asphalt pavement on existing macadam 
base was used to connect the surface of the new roadway with 
existing streets. The artificial stone sidewalks and asphalt 
roadway were laid under a five-year maintenance guaranty. 

Norfolk street, from Corbet street to Mascot street, is 
about 230 feet in length. A contract for constructing the sur- 
face of this street was awarded to Warren Brothers Company 
October 8, 1919. Work was begun October 2, 1919, and com- 
pleted October 11, 1919. It was intended to construct this 
portion of Norfolk street in connection with the 1918 contract, 
but owing to the war restrictions on bridge materials, the 
widening of the bridge over the Midland Division of the New 
York, New Haven & Hartford Railroad was not completed 
in time. Therefore, a temporary connection was made with 
the existing bridge. As soon as the work on the bridge was 
completed, the work of reconstructing the street surface was 
begun. It is a 60-foot street with 6-foot artificial stone side- 
walks, granite edgestone and a 44-foot bitulithic roadway, laid 
on a 6-inch concrete base. The straight edgestone was fur- 
nished by the city and hauled by the contractor. The contractor 
furnished all the other materials for the work and hauled the 
surplus paving materials to the city yard. The artificial stone 
sidewalks and bitulithic roadway were laid under a five-year 
maintenance guaranty. 

North Beacon street, from Cambridge street to Market 
street, is about 3,267 feet in length. A contract for the con- 
struction of this street was readvertised and awarded to 
Warren Brothers Company August 24, 1918. Most of the 
construction work was done in 1918. This year the artificial 
stone sidewalks and the balance of the bitulithic roadway were 
completed. The walks and roadway were furnished under a 
five-year maintenance guaranty. 

Peabody street, from Brookline avenue to Binney street, 
is about 360 feet in length. A contract was awarded to Joseph 
A. Singarella June 20, 1919, for the construction 'of artificial 



174 City Document No. 26. 

stone sidewalks. Work was begun August 6, 1919, and com- 
pleted August 13, 1919. Artificial stone sidewalks on a cinder 
foundation were constructed 7 feet wide, under a five-year 
maintenance guaranty. Work was done on the northerly side 
and about two thirds of the southerly side. 

Perthshire road, from Bigelow street to Matchett street, 
is about 593 feet in length. A contract to construct this street 
was awarded to the Central Construction Company March 19, 
1919. This street is 40 feet wide with a 7-foot sidewalk. The 
contractor did the subgrading, hauled and set the edgestone, 
set the circle stone, furnished and laid the artificial stone side- 
walks and paved the roadway with sheet asphalt on a 4-inch 
concrete base. The sidewalks and roadway were laid under a 
five-year maintenance guaranty. The city furnished the 
straight edgestone at the South End Paving Yard and the 
circle stone on the line of work. All other materials were 
furnished by the contractor. 

Public Alley No. 818, from St. Stephen street to Public 
Alley No. 819, is about 893 feet in length. (See "Granite 
Block.") 

Public Alley No. 819, from Westland avenue to Batavia 
street, is about 224 feet in length. (See "Granite Block.") 

Public Alley No. 820, from Huntington avenue to St. 
Botolph street, is about 248 feet in length. (See "Granite 
Block.") 

Public Alley No. 821, from Gainsborough street to Public 
Alley No. 820, is about 455 feet in length. (See "Granite 
Block. ") 

Selwyn street, from Farquhar street 1,174 feet north- 
easterly, was constructed by McGuire & McGourty under their 
contract of June 16, 1919. Work was begun June 19, 1919, 
and finished August 20, 1919. It is a 40-foot street with 
granite edgestone, artificial stone sidewalks 7 feet in width, 
and has a sheet asphalt pavement laid on a 4-inch concrete 
base. The straight edgestone and corners were furnished by 
the city on the line of work. All other materials were furnished 
by the contractor. The sheet asphalt pavement and artificial 
stone sidewalks were laid under a five-year maintenance 
guaranty. 

Tebroc street, from Bowdoin street to Levant street, is 
about 212 feet in length. A contract for constructing the 
surface of this street was awarded to McGuire & McGourty 
June 16, 1919. Work was begun August 23, 1919, and com- 
pleted November 19, 1919. It is a 40-foot street, with 7-foot 
artificial stone sidewalks, granite edgestone, and 26-foot road- 
way, paved with sheet asphalt, having a l|-inch wearing 
surface on a 1 5-inch bituminous binder and 4-inch cement 
concrete base. The straight edgestone was furnished by the 
city and hauled by the contractor. The circular edgestone 
was furnished by the city on the line of work. All other mate- 



Public Works Department. 175 

rials were furnished by the contractor. The artificial stone 
sidewalks and asphalt roadway were laid under a five-year 
maintenance guaranty. 

Ticknor street, from Marine road to Columbia road, is 
about 375 feet in length. A contract for constructing this 
street was awarded to the Central Construction Company 
March 24, 1919. Work was begun April 5, 1919, and finished 
May 8, 1919. It is a 45-foot street with granite edgestones, 
sidewalks 10 feet in width, consisting of artificial stone side- 
walks 6 feet in width and a loam space. It has a sheet asphalt 
pavement laid on a 4-inch concrete base, with granite block 
brows, grout joints, on a 4-inch concrete base. The edgestone 
was set and reset, furnished by the city and hauled by the 
contractor. All other materials were furnished by the con- 
tractor. The sheet asphalt pavement was laid under a five- 
year maintenance guaranty. 

Tovar street, from Bowdoin street to Cameron street, is 
about 200 feet in length. A contract for the construction of this 
street surface was awarded to McGuire & McGourty June 16, 
1919. Work was begun August 13, 1919, and completed 
November 17, 1919. It is a 40-foot street with 7-foot artificial 
stone sidewalks, granite edgestone, and a 26-foot roadway, 
paved with sheet asphalt, having a 1^-inch wearing surface, 
II -inch bituminous binder and a 4-inch cement concrete base. 
The straight edgestone was furnished by the city and hauled 
by the contractor. The circular edgestone was furnished by 
the city on the line of work. All other materials were furnished 
by the contractor. The contractor hauled the surplus paving 
materials to the city yard. About 24 square yards of sheet 
asphalt on an existing macadam base was laid to connect fche 
new pavement with the surface of Hancock street. The arti- 
ficial stone sidewalks and asphalt roadway were laid under a 
five-year maintenance guaranty. 

Wachusett street, from Walk Hill street to Eldridge road, 
is about 935 feet in length. The contract for constructing 
this street was awarded to the John Kelley Company August 1, 
1919. Work was begun October 8, 1919, and finished December 
15, 1919. It is a 40-foot street with granite edgestone, arti- 
ficial stone sidewalks 8 feet in width and has a Topeka pave- 
ment laid on a 4-inch concrete base with granite block brows 
laid on a 4-inch concrete bsae. The intersection of Patten 
street was laid with Topeka on a macadam base. The straight 
edgestone and corners were furnished by the city and hauled 
by the contractor. The circular edgestone was furnished 
by the city on the line of work. All other materials were 
furnished by the contractor. The Topeka pavement and 
artificial stone sidewalks were laid under a five-year mainte- 
nance guaranty. 

Walk Hill street, from Blue Hill avenue across Fottler 
road, is about 710 feet in length. A contract for widening 



17G City Document No. 26. 

and constructing the surface of this street was awarded to 
Martino DeMatteo March 15, 1919. Work was begun March 
20, 1919, and finished June 18, 1919. It is a 60-foot street 
with 10-foot artificial stone sidewalks, granite edgestone and 
a 40-foot roadway, paved with sheet asphalt and having a 
l|-inch wearing surface on a 1^-inch bituminous binder, on an 
existing macadam base. The straight edgestone and cor- 
ners were furnished by the city and hauled by the contractor. 
The circular edgestone was furnished by the city on the line 
of work. The contractor furnished all other materials and 
hauled the surplus paving materials to the City yard. On 
account of the widening of Walk Hill street, it was necessary 
to resurface about 985 square yards of the roadway on Blue 
Hill avenue with sheet asphalt on the existing macadam base. 
The artificial stone sidewalks and asphalt roadway were laid 
under a five-year maintenance guaranty. 

Waupello road, from Bayswater street to Saratoga street, 
is about 408 feet in length. A contract to construct this street 
was awarded to James Doherty March 26, 1919. This is a 
40-foot street with a roadway 26 feet wide and 7-foot sidewalks. 
The contractor set the edgestone, did the subgrading, built 
the artificial stone sidewalks and paved the roadway with 
sheet asphalt on a 4-inch concrete base. The asphalt pave- 
ment and artificial stone sidewalks were laid under a five-year 
maintenance guaranty. The city furnished the edgestone 
and all other materials were furnished by the contractor. 

York street, from Glenway street to Greenwood street, is 
about 440 feet in length. A contract for constructing the 
surface of this street was awarded to the Rowe Contracting 
Company October 1, 1919. Work was begun October 31, 
1919, and suspended December 11, 1919. It is a 40-foot 
street with 7- foot artificial stone sidewalks, granite edgestone 
and a 26-foot roadway, paved with Topeka, having a 2-inch 
wearing surface on a 4-inch cement concrete base. The 
Topeka roadway and a part of the artificial stone sidewalks 
were completed when work was suspended on account of cold 
weather. Work will be resumed in the spring of 1920. 

Artificial Stone Sidewalks. 

Abbot street, from Blue Hill avenue to No. 26, is about 
200 feet in length. A contract for constructing the artificial 
stone sidewalks on this street was awarded to Frank Drink- 
water May 16, 1919. Work was begun June 23, 1919, and 
finished July 24, 1919. It is a 40-foot street with 7-foot artifi- 
cial stone sidewalks and granite edgestone. The straight 
edgestone and corners were furnished by the city and hauled 
by the contractor. The circular edgestone was furnished by 
the city on the line of work. All other materials were furnished 
by the contractor. The artificial stone sidewalks were laid 
under a five-year maintenance guaranty. 



Public Works Department. 177 

Beech street (northeasterly side), from West Roxbury 
Parkway to Hobson street, is about 2,260 feet in length. A 
contract for constructing artificial stone sidewalks was awarded 
to Frank Drinkwater June 20, 1919. Work was begun July 
30, 1919, and finished December 11, 1919. Edgestone was 
set, part on a crushed stone and concrete foundation, granite 
block gutters laid and artificial stone sidewalks laid. A ground 
water drain was laid under the sidewalks for catch-basins near 
Belgrade street, about 235 feet easterly. Straight edgestone, 
corners and granite blocks were furnished by the city and 
hauled by the contractor. The circular edgestone was fur- 
nished by the city on the fine of work. All other materials 
were furnished by the contractor. The artificial stone side- 
walks were laid under a five-year maintenance guaranty. 

Blue Hill avenue, from Fremont street to 283 feet south- 
erly. A contract for constructing the artificial stone sidewalks 
was awarded to Joseph A. Singarella June 20, 1919. This 
contract was later extended to do the work to 283 feet south 
of Fremont street. Work was commenced June 16, 1919, 
and finished July 8, 1919. The sidewalks on this street are 15 
feet in width with granite edgestone and block gutters. The 
contractor reset the edgestone and gutters and furnished all 
new materials required for the work. The sidewalks were 
laid under a five-year maintenance gauranty. 

Broadway (south side), from Washington street to Shawmut 
avenue. A contract for constructing artificial stone sidewalks 
on this street was awarded to the Pignat Vicenzi Mosaic Com- 
pany November 25, 1919. Work was begun November 25, 
1919; suspended December 2, 1919. Work will be resumed in 
the spring. 

Fremont street, from Blue Hill avenue to 218 feet easterly. 
A contract for constructing this street was awarded to Joseph 
A. Singarella June 20, 1919. Work was begun June 16, 1919, 
and completed July 8, 1919. The sidewalk on this street is 
7 feet wide with granite edgestone. The edgestone was fur- 
nished by the city and hauled by the contractor. The con- 
tractor furnished all other materials for the work and hauled 
the surplus paving materials to the city yard. The sidewalks 
were laid under a five-year maintenance gauranty. 

Gray street, from Berkeley street to Clarendon street, is 
about 572 feet in length. A contract for laying artificial 
stone sidewalks was awarded to John Landis June 20, 1919. 
Work was started June 16, 1919, and finished July 21, 1919. 
The contractor reset the edgestone and relaid the granite block 
gutters and gravel joints on a gravel base. The artificial stone 
sidewalks were laid on existing foundation with a five-year 
maintenance guaranty. All materials were furnished by the 
contractor. 

Pearl street, from Dorchester avenue to Pleasant street, 
is about 796 feet in length. A contract for artificial stone 
sidewalks was awarded to Frank Drinkwater May 16, 1919. 



178 City Document No. 26. 

Work was begun May 20, 1919, and finished June 21, 1919. 
It is a 40-foot street with 7-foot artificial stone sidewalks and 
granite edgestone. The straight edgestone and corners were 
furnished by the city and hauled by the contractor. All other 
materials were furnished by the contractor. The artificial 
stone sidewalks were laid under a five-year maintenance 
guaranty. 

Pleasant street (east side), from Victoria street 100 feet 
northerly. A contract for constructing artificial stone side- 
walks was awarded to Frank Drinkwater May 16, 1919. Work 
was begun May 21, 1919, and finished June 10, 1919. The 
sidewalks on this part of Pleasant street are about 18 feet in 
width with 7-foot artificial stone walks, loam space and 
granite edgestone. All of the materials were furnished by the 
contractor and the work was done under a five-year main- 
tenance guaranty. 

Rexford street, about 500 feet north of Oakland street. 
A contract for rebuilding the artificial stone sidewalks on this 
street was awarded to Joseph A. Singarella June 20, 1919. 
Work was begun June 21, 1919, and completed June 26, 1919. 
It is a 40-foot street with 7-foot sidewalks and having 4|-foot 
sidewalks and a loam space. All the materials for the work 
were furnished by the contractor and the artificial stone was 
laid under a five-year maintenance guaranty. Previous to 
laying the artificial stone sidewalks the department force 
reset the edgestone. 

Rockwell street, from Washington street to Milton ave- 
nue, is about 1,278 feet in length. A contract for constructing 
the sidewalk on this street was awarded to Frank Drinkwater 
May 16, 1919. Work was begun June 10, 1919, and completed 
September 5, 1919. It is a 40-foot street with a 7-foot side- 
walk, cons sting of a 3-foot loam space and 4-foot artificial 
stone walks. The straight edgestone, corners and paving 
blocks were furnished by the city and hauled by the contractor. 
The circular edgestone was furnished by the city on the line 
of work. The artificial stone sidewalks were laid under a 
five-year maintenance guaranty. 

Rosseter street, from No. 20 to Bullard street. The limits 
of this contract were later changed by omitting the portion 
on the east side between No. 20 and Olney street and extend- 
ing the limits to include the westerly side from No. 15 to No. 
103. The length of the work is about 1,150 feet. A con- 
tract for constructing artificial stone sidewalks on this street 
was awarded to Frank Drinkwater May 16, 1919. Work was 
started June 10, 1919, and finished November 29, 1919. It 
is a 50-foot street with sidewalks from 8 to 10 feet in width, 
a part of which have a full width of artificial stone and a part 
have a 5-foot artificial stone and a loam space. The straight 
edgestone, corners and paving blocks were furnished by the 
contractor. The circular edgestone was furnished by the 



Public Works Department. 179 

city on the line of work. All other materials were furnished 
by the contractor. The artificial stone sidewalks were laid 
under a five-year maintenance guaranty. 

Victoria street (north side), from Pleasant street to about 
200 feet easterly. A contract for constructing artificial stone 
sidewalks was awarded to Frank Drinkwater May 16, 1919. 
Work was commenced May 19, 1919, and completed June 10, 
1919. It is a 40-foot street with 7-foot sidewalks and granite 
edgestone. The straight edgestone and corners were fur- 
nished by the city and hauled by the contractor. All other 
materials were furnished by the contractor. The artificial 
stone sidewalks were laid under a five-year maintenance 
guaranty. 

Wales street, from Blue Hill avenue to Harvard street, is 
about 1,200 feet in length. A contract for constructing arti- 
ficial stone sidewalks on this street was awarded to Frank 
Drinkwater May 16, 1919. Work was begun June 11, 1919, 
and finished July 26, 1919. It is a 40-foot street with granite 
edgestone, granite block gutters and 7-foot artificial stone 
sidewalks. The circular edgestone and corners were furnished 
on the line of work by the city. All other materials were 
furnished by the contractor. The artificial stone sidewalks 
were laid under a five-year maintenance guaranty. 



180 



City Document No. 26. 



c 

o 

o 

>, 

X) 

a> 
c 
o 

a 


































rt 


























































^; 




13 


a 


a 


a 


a 


a 


a 


a 


a 


a 


a 


a 


-3 


-a 


a 


a 


a 






0> 




03 
























Pi 


c3 










o 




>i 
























rt 


b- 










M 




CD 
P. 
























b> 


Pi 










o d 

Eh cS 


C8 




C3 


























CC 










co 




3 
D 

CO 
























3 
o 


3 
C 










13 


t- 


OS 


^ 




W 


CN 


CO 


EC 


T* 


CO 


« 


CO 


t- 


in 


■* 


CO 


CM 


~ 


CO 




5 


o 


t^ 


U5 


O 


w 


IS 


eo 




t^ 


CD 


EC 


lO 


W 


^ 


t» 


CO 




CO 


CNI 








IG 


-* 


-H 


C 


CM 


a 


CN 




CO 




o 


t» 




CC 


CC 


c 


OJ 
















































o 


CO 


oi 


c 


l> 


■* 




-t* 


OJ 




CO 


EO 


bi 


CO 






co' 










W 




■* 




CO 


l> 




Ol 


■o 




CO 




CN 












IN 






1— 1 




(N 
































'■"' 












„, 


n 


,, 




a 


„ 




00 


. 








s 


s 














■C 










T 






T 










•? 
















Pi 










Pi 






Pi 










Pi 












<D 




03 










C3 






03 










03 












<P 




> 










>■ 






>. 








>> 










**- 




a> 










CO 






O 










eg 
















Pi 










Pi 






Pi 










p 










eg 




a 










d 






Cj 










Cj 










CD 




3 










3 






3 










3 










e 




C 










D 






cr 








D 1 














CD 










OD 






























CO 




CC 


113 


co 




"3 


■^H 




c 


•* 








CO 


o 




lO 






m 


I> 


C 


in 


in 


eo 




i(3 


EO 






•a 








X 


05 




m 






oc 


1- 




»r 


•* 


c 




a 


cr 




Tl 


t- 








EC 


-f 




CN 






CO 


X 


•t 




t- 






CO 


i> 




CO 


io 










c. 




oT 






** 




? 




CO 


Tl 




a> 


lO 




CO 
















i-H 










-. 






- 






















a 










. 




Pi 






-5 

Pi 


a 


a 


a 


a 


a 


a 










-3 
Pi 


a 


a 






CO 




03 






03 






















03 










0} 




>» 




>> 




















!>> 








t*H 




a 






<U 






















a> 










pi 




Pi 






P 






















Pi 








13 


o; 




03 






a 

































a) 




3 






3 


a 




















3 








O 


C 




a 




C 




















C 












00 






DQ 
































50 




o 


•c 




c- 


CO 


l-H 


O 


CO 


X 


n 










IM 


a 


X 






iQ 




>o 


s 




1C 


cr 


EO 




EC 


m 


O 










CN 


EC 


EO 






CN 




T^ 


CO 




<T 


CN 


00 


cc 




<d 


•t 












c 


EO 
















































d 




-n 


co 




CI 
























rt c 










CO 






eo 
































1-1 
















































a 




















































































C 




















































































'c 






























































































































"a 










































S> 










































a 


a 








































p 










































b 


i p 








































1 


- s 


■*- 


c 
C 


















'c 
_c 


' 
















c 


e 


'c 


















p 


1 


' 










a 

c, 




c 


s 


o .« 


" + 





















c 


■T. 


: 








C 




£ 


^ 


+■ 


c 


















c 





c 


• 














-*- 


: 


,£ 


















a 


p 


p 


• 








c 

b 





"a 
fc 



p 
b 

C 
C 


1 


c 

b 


C 

a 

) s 


1 














p 


P 


c 


i 


• 
: 








i: 
c 

* 
c 




- 
> b 


o 5 


^ 
1 










T 

a 

1 

B 


c 
a 


b 


c- 


! 

i 


2 

i. p 

1 


e 


■ 

OS 






•P 

a 
-j 
a 


£ 
c 

t 

t 

5 

a 
c 
c 
+ 


i - 

« 


[ 

t 

c 

i 


s 
« p 

> C 


i 
>< t 

G 

c 
J* 

i 


" 

) b 

E 

'S 

e 
>i C 

^. 
c 
c 


! 

* p 

« 

1 


5 

I 

> 


•1 


s 
s 


i 

a 


B 

1 c 

0. 

c 

,* 
b s 

a 


!i b 

C 
1 

! 

a 


i i 

a 

c, 

- 1 

a 


a 

c 



I c 
a 

= 


c 

o; 

a 

c, 
c 

1 

0! 


03 

s 

CO 
CP 

a 

1 






c 


X 


i 


a 


b 


) 4 


2 


1 a 


IE 


> 


-i 

a 
C 


1, c 

- 


c 


c 
c 


c 


£ 


£ 






"2 






a 
b 


t 

■S 

5 


> a 
1 | 


1 


5 
[ 




"5 

i 


c 


i 4- 


1 


j 


( 


T 

s 

c 


c- 

c 




a 

c 
s 


'3 








E 


c 


c 


Ft 


C 


C 


a 

! < 


s 


PC 


c 

E- 


p 


(£ 


5 


s 


i 


g 


^ 


Jl 



Public Works Department. 



181 



co to to to 
w to t- ■>* 

00 lO i-H op 



M 00 « O O) 



00 (N t~ 



O .-< 00 rH 



IN OS tO 



■O 03 






> .9 Jh — • 



il<-5e30^3oOOOfccgO 



a H <l 



Q § 



182 



City Document No. 26. 



M 

o 

a 

tc 
c 
•3 

o 
u 



UJ 



£ ft 

T3 0) 



T3T3 
'S'8 



03 S3 
,0.0 



a a 
o o 



"5 M 

• tii a 
— ' a> o 



" ffl S3 



O O IU 

T3t) S3 



iH «© *# W -H 

Ot- ■-it^os 



SS3 

■2 S3 3 

o.m2 



> > o 
: 0.0.3 

• ■a o o.l: 
:E-S32g 

S3 V S 

S3 S3 q S3 s3 2 
M B O M bD g 



rs"0 



M 



0> 0> 0> 0) 0>*~ 

SESBEh 

h (-. M fc. M 

00000 

pC| [X( (i< fc ft, 



0>C<505 00 



ft 5 



- o 
.2 > 

g-O g 
c3 aj bfl 



•2.3 
3d 



-g- > o a JS 

• o £ g a go 

E3 1 & a a^ 

£ <U Mj>>j>>.>>' a 
S3 .tn _m Tl 1^ - X 

■illjljiiij! 

O o 0777 o o oTa 
333"OT3-C,9,.2.2->i 

5 £ £ g g g222 



£ ft 



■3 & 



• oil 



S3 g S33, 

g MM" 

"CCS J 

aaa£ 



Public Works Department. 



183 



■ °-o a 

S"n a 
^"« 2 

03 o3 03 -g _3 

ttHtt c-_3 
""cm; * 

SEE Eh 



.^ 03 °- 
C5 0.(3 q, 

h K r- A 

t!o3 E O 
>, >, >r 



a a Cr- 
t. t. t-t- 1 
o o o 



— 03 



o o 
o o 

23 

S."S 03.O 

a ax- 
es 03 o. g 
bC cX o3 P 



cs.t: a 



03 03-g 

a ah 
o <u 



c to 

3.13 a 

a|'£ 



o u » 

a ah 



2 OS- 

Mag 



"£ T. *u "S 
- ^ ^ ^ 

Eaa^ 



a °-> 
.S-"2 

"5 <n 

"3 a 
S c § 

io« 

o3 ""-5 
-t3 to o 3 

a a"S 

O m-^3 

*** X *-■ 

J3 a> o3 

■g a c3 

o3 03 



184 



City Document No. 26. 



--£ 






c3 o3 - a a it a 3 a 3 3 a 3 3 '3 4 3 a *^3 c3 

3« o to 

HffliO^NOt-O'.tOiONtJ'OfiOM-irOOmiN 
O CO Ol O CO •* CN)_CO (N OC CC C-|TT rO C-UCCXD IN lO t-^iO_ 
0>-^0<N lO-^i-T cb"odcN CN-d- 7 t^cOi-HCNCO eico 
10 iO (MCO ^inOOlHMO 00 

rHHM CMt-< ■-! 



c3 >> 

2 5a 

3 O- 
o m 

OMr- 1 

KC'X) 
00 CD 



2 c 



CO «oo 

<N t)I00CD 

.00t~t~ 

• 00" 



• C7> 00t>cO CD 
ICOOoOCM^t" 



t- 00 O CM OS 00 1~ O 

Tj<OcOcOt~cDC000 
O iO ■* CO CN 1C CD <N 
oi iH ■* L-T CD i-J O CN 

tdOOlHOO 



2 3 



X CI 

:-: ~ 
©Ira 

T-HCD 



"3 5* 

u s? 

03 >> 
2 cl 

'-2 a 



fl5? 



B 53 IS 
3 t- CD 

o© ft 
-° c-^ 

h cd"3 

» Py3 

^^'""S °3"£ 



^ i 



St 



« • -91 

I ™ L 

■'T3 cu 



"J2 -'3 



T3 O 

HO 



a 13 "3 '^3 ■ w 
»' s " 5 2 

: -£ oJ « ° 
i"33c?S 

!cc S-0 S 



ca^ o. 

bo'3. h£.S,"o 

MMMKO-n cm «-g_ca c3_ce-t e,S 

-^ 2 2 £ 2 .j c^'ft'ft'ft ft § § 

>>>{-(tHF-^S7icUCPC0CP^_ 

ssdams?«oooo«g 
&P.P, . .^ggcacacacagS 

■oo o.2.2 o"gSSSS2ca 
^■^ Q,p.M^ ft£ S S S ° g 

a) cd cu £0 ca * ca ca ca-*f 

'3 3 '3 _2_£ ti^'aJ * ca ca ca_S o 
2 2 £ 3~3j5 o §"«*«* &ca w K H o h * o u o 

ocouofcP : c-'^§i§<;H«<:wPiootfmo 



;-43 * =a 
q<;bo«0 



> SS £ g 

5cao 5 

000 

o.ft <D 

hOhO 



Public Works Department. 185 

Financial Statement, Paving Service. 
Maintenance. 

Appropriation $1,154,341 44 

Expended during the year 1,117,867 28 

,474 16 



Transferred to Sanitary Service . $20,000 00 
Transferred to Ferry Service . 529 68 

Transferred to Bridge Service . 54 25 

Transferred to City Treasury 

(balance) . . " . . . 15,890 23 

$36,474 16 

Special Appropriations. 
Granolithic sidewalks: 
Balance February 1, 1919 .... $7,089 09 

Appropriation (from taxes) .... 25,000 00 

$32,089 09 
Expended during the year .... 28,404 93 

Balance January 31, 1920 .... $3,684 16 

Reconstructing and Repairing Streets by Contract. 

Balance February 1, 1919 $1,043,767 47 

Appropriation from taxes 752,499 70 

$1,796,267 17 
Expended during the year 1,421,879 66 

Balance January 31, 1920 $374,387 51 

Street Improvements. 

Balance February 1, 1919 $26,209 81 

Appropriation from taxes .... 250,000 00 

$276,209 81 
Expended during the year 248,983 82 



$27,225 99 



Summary of Expenditures. 

Paving Service $1,117,867 28 

Highways, making of 449,280 84 



Carried forward $1,567,148 12 



186 City Document No. 26. 

Brought forward . ^ $1,567,148 12 

Belgrade avenue extension and Beech street 

widening . . 55,092 66 

Chelsea street, Charlestown, widening . . 1,360 89 

Hyde Park avenue, widening .... 1,545 53 

Norfolk street, Dorchester, widening . . 594 43 

Granolithic sidewalks 28,404 93 

Reconstructing and repairing streets by con- 
tract 1,421,879 66 

Street improvements 248,983 82 



1,325,010 04 



Income. 

Statement showing the amount of bills and cash 
deposited with the City Collector from February 1, 
1919, to January 31, 1920, and credited to general 
revenue. 

Edgestone and sidewalk assessments 

Permits 

Services of inspectors 

Labor, material furnished, junk sold, rents, etc., 



Amount paid into the city treasury during the year : 

Edgestone and sidewalks assessments 

Permits 

Services of inspectors 

Labor, material furnished, junk sold, rents, etc., 



$19,117 55 

14,028 59 

2,765 00 

11,167 72 


$47,078 86 


the year: 

$16,123 46 

13,497 58 

3,765 00 

9,641 99 


$43,028 03 



Public Works Department. 



187 



a 

3 
o 



>. 

Cfl 

c« 

G 6 
► <*< 

c 2 

a 3 
a 5 

u 

u 

c 
ca 

c 
u 

-t-l 

c 
'3 

at 



•a 

c 
a> 
a 
x 
u 



JO 

O 





^1 


■<*< 


m 


l^ 


60 


m 


■* 


0! 




X 


CO 




X 






m 


CO 


00 


m 


3 


CO 


oc 


c 


c 


PI 


t~ 


3 


CN 




m 


c 


o 


M 




•c 


OC 


oc 


CC 


PI 


CO 


c 


^ 




to 




^i 


a 


5 


ce 


e 


•* 


PI 


t^ 


m 


o 


CO 


"3 


B 


E 


CT 


-,: 


c 


oc 


c 


t- 


l> 


c 


m 


CO 


00 


O 


If. 




m 


ce 




■^ 


o- 




e 


p 


C 


CC 


t^." 


C 


w 


cc 


m 


i^ 


in 


in 


— 


•-: 


CO 


co 


er 




M 






















cc 


























































M 






























T3.S o 
Xi& 
























X 

er 
i^ 

CC 

cc 


X 

en 
to 

co" 


S . * 
























cr 


e» 


CO^T- 
























M 


co 
























•y: 


CO 




a 


c 


-* 





X 


OC 


tc 


cc 


3! 




^H 




o 






cc 


to 


CO 


er 


m 


t» 


s. 


m 




cr 




*H 


"Sjii 


c 


c 


CC 


c 




i> 


m 


cc 


pi 




pi 




OS 


£►2 


-i- 


05 


"■* 


i^ 


t- 


EO 


c 


« 


K 




iR 




CN 


t^ 


in 


K 


pi 




•-: 


cr 


m 


C 




X 




CO 


GQp 


t^ 


Tt 


CO 


c 


•+ 


■d 


IT 


■* 


c^ 








CN 


c 










PI 


•^ 


cc 










X 




¥, 
























s» 




X 


m 


» 


cc 


c 


■* 


t^ 


cc 


O 


~ 


X 






■M . 


t> 


c 


CC 


c 


to 


cc 


Tt 


■* 


-t 


t^ 


cc 




CO 




























CO 


»s 2 


IS 


0" 


CC 


t 


■^ 


OC 


O ! 


tc 


cc 


a 






l"8 

o CS> 


~ 


PI 


CO 


er 




p 


T- 


c 


3 


it 


cc 






ir. 




t> 




K 




l> 


»n 




C 






CO 


& 


















PI 






m 
































c 


CO 


a 


cr 




CO 


X 


cc 


0" 


~ 


i- 




t~ 


Edgestone 

and 
Sidewalk 
Repairs. 


CC 


•<* 


ce 


a 


5 


ce 


tc 


CC 






ce 




CO 






CO 








co tc 


OC 


X 


cr 




o 


^ 


J 


p 


5 


P 


Se 


oo tc 


w 


~ 


- 




co 


IN 


OC 


it 

-t 


pi 




cjc 
tc 


oo m 

CO ^ 


cc 


c 


a- 
cc 




>n 














pi 


PI 












0! 
























S i 




QC 




t^ 


•t 


a 


- 


a 


cc 


X 








co 


"S c 


t» 




as 


tn 


m 


~ 


co c 


t' 


p 


? 




CN 




M 


o 


t- 


«d 


- 


■* O PI 


c 


X 




t^ 


si 


1- 


t- 


m 


t^ 


at 


X 


t> 


cc 


t> 


a 


— 




X 


CC 


P 


t^ 


y. 





Tf 


Tt 


-t 


m 


c/: 


■* 




C5 


«d 


e> 


p 


■x 


K 


o 


O i- 


cc 


cc 


X 




OS 


*i 












< 












O 


O 


























¥* 




« 


-t 


m 


c 


K 


oc 


1^ 


t^ 


er 


t> 


X 






"3 


•c 


t^ 


i> 


« 


t> 


tc 


t- 


■^ 


~ 


Pi 


m 




PI 




IT 


•<* 


CC 


■<t 


o m ■>* 


m 


cc 


m 




X 


o^ g 


K 


c 


cc 


o- 


c 


ec 


O <T 


tj 


m 


t 




o 


S o a 

O CO 

K 


IS 


CO 


oc 


OB 


OC 


pi 


cr 


cc 


H 


m 


t~ 




00 


PI 


pi 


pi 


i- 


PI 


M 


t- 


l> 










■* 


V 


















c 










cr 




t> 


C 


CZ 


tc 


a 


m 


ce 


X 


a 




t^ 




I> 


oc 


r 


- 


PI 


i- 


CO c 


CC 


l> 


m 




•* 


^ £ 


ir 


-j* in os os pi 


m to •- 


PI 


CM 




CO 


So, 




■* c 




-^ 


c 


tc 


^ 


m 


- 






CM 


P 


■- 


r 


P 


1- 


X 


t> 




"* 


cc 






00 




if 


IN 


cc 










c 




■-Z 








& 


























■.r 


O C 


c 


t> 


-t 


oo a 


c 


rt 


PI 




co 


s « 


c~ 


« 


OC 


PI 


C 


in 


co i- 


cc 


C 


t» 




M< 


o3 .a 


oc 


EC 


K 


o- 


Tt 


tc 


co o a 


•t 


■* 




•* 


•3 03 


IT 






m 


tc 


-t 


oo c 


s_ 


cr 


m 




t^ 


o5 a 


c 


S 


K 


c 


PI 


PI 





»- 


a. 


p 


■^ 




t>-_ 


|« 


B 


?- 


•^ 


■-: 


« 


p 


t^ 


■^ 


c 


■<!(■ 


<c 




CO 








pi 


« 


t- 


co i 


t 










? 
























pi 
m 
















_c 






> 

CS 












c 






























!z 


X 












5 


A 




J>! 
c 
s 












a 


<* 










a 


c 




cc 










ID 
O 

2 

H 


c 

,£ 
c 

1 F> 

c 

p 


^7 










c 

£ 

a 

i- 


> 




C 
cc 
a 
T 










OB 


£ 










T 


s 




e 










P 


x 
c 


x 










C 


cc 




p£ 












7 

c 

c 


e 

a 
C 


E 




> 




c 


s 




a 












c 

-c 

c 
a 


e 
"S 

1 

* 


« 

0! 
C 


c 

i 

.1 

I 

- 


X 

C 

cr 

1 1 
|5 


k 
a 

« 

c 

6 

P 


> 

i 

X 
c 
cc 




I 

— 

< 


X 

s 

c 

12 


1 

I 

ft 


c 
1 


1 

ir 





188 



City Document No. 26. 



Schedule A. 

Salary of division engineer (part of) 

Salary of engineer in charge (part of) . 

Salaries of office clerks and stenographers 

Salaries of assistant engineers (office work) . 

Salaries of permit office clerks 

Salaries of permit office inspectors 

Salaries of engineering inspectors (office work) 

Salaries of district inspectors .... 

Salaries of street numbering clerks 

Salary of medical inspector (part of) 

Medical attendance on injured employees (out- 
side) 

Salary of chief veterinarian (part of) 

Salary of veterinarian (part of) . . . 

Salary of inspector of horses .... 

Salary of constable and inspector . 

Pensions paid to veterans of Civil War (retired) 

Pensions paid to retired laborers . 

Compensation allowed injured employees 

Allowance to employees on military and naval 
service and state guard .... 

Vacations allowed laborers, mechanics, etc. . 

Holidays, not including holidays charged to street 
accounts 

Automobile expense, division engineer . 

Gasolene, oil, grease, etc. . . $333 93 

Repairs 67 98 

New tires and tubes . . . 254 57 

Repairing tires and tubes . . 8 50 

Supplies, etc 56 59 

Miscellaneous .... 12 25 

Wages of chauffeur . . . 1,218 00 

Automobile expense, engineer in charge 

Gasolene, oil, grease, etc. . . $354 16 

Repairs 100 02 

New tires and tubes . . . 297 76 

Repairing tires and tubes . . 14 95 

Supplies, etc 24 60 

Miscellaneous .... 12 00 

Wages of chauffeur . . . 1,188 00 

New car, Dodge runabout . . 625 00 

Automobile expense, chief inspector ... 
Gasolene, oil, grease, etc. . . $255 72 

Repairs . . . . . 146 57 

New tubes and tires . . . 166 88 

Storage 165 00 



$3,750 00 

368 32 

4,670 68 

7,786 74 

9,286 83 

12,487 13 

5,765 71 

4,779 05 

1,388 49 

333 32 



50 
61 
00 
73 



155 

291 

250 

1,286 

1,725 88 

11,469 06 

29,282 59 

1,669 21 

2,001 79 
31,824 77 

62,386 60 
1,951 82 



2,616 49 



2,618 33 



Carried forward 



$734 17 $200,146 65 



Public Works Department. 



189 



Brought forward . 


$734 17 $200,146 65 


Repairing tubes and tires 


9 50 


Supplies, etc 


21 66 


Miscellaneous 


10 00 


Wages of chauffeur 


1,218 00 


New car, Dodge runabout 


625 00 



Automobile expense, foreman Brighton district 
Gasolene, oil, grease, etc. . . $186 36 

Repairs 137 35 

New tires and tubes . . . 270 52 

Repairing tires and tubes . 5 00 

Supplies, etc 29 65 

Miscellaneous .... 10 00 

Wages of chauffeur . . 1,191 81 

Automobile expense, foreman Dorchester district, 



$215 
83 
73 
14 
41 
10 
400 



05 
28 
93 
50 
09 
00 
25 



206 

286 

4 

40 

10 



Gasolene, oil, grease, etc 

Repairs .... 

New tires and tubes 

Repairing tires and tubes 

Supplies, etc 

Miscellaneous 

New car, Ford runabout 
Automobile expense, emergency car 

Gasolene, oil, grease, etc. 

Repairs 

New tires and tubes 

Repairing tires and tubes 

Supplies, etc 

Miscellaneous 
Automobile expense, truck, Brighton district 

Gasolene, oil, grease, etc. . . $7 

New body 10 

Printing 

Postage 

Stationery 

Traveling expenses, car fares, etc. . 
Advertising . . ' . 

Engineering supplies and incidentals 

Stationery 

Printing . . . 

Postage . . . 

Transit repairs .... 

Miscellaneous ..... 

Desks and chairs for yard offices .... 

Artificial stone sidewalks, new and repairs by 

department force (see reconstructing and 

repairing streets by contract and street 

improvements) 



96 
04 
86 
75 
08 
00 

13 

00 



$646 54 

324 31 

139 22 

95 78 

315 64 



1,830 69 



838 10 



797 69 



17 13 



3,649 85 
346 83 

1,131 42 

723 66 

45 45 

1,521 49 



55 00 



7,143 87 



Carried forward $218,247 83 



190 



City Document No. 26. 



Brought forward 

Asphalt and bitulithic pavement repair?. Tem- 
porary repairs, labor, teaming and mate- 
rials isee, also, reconstructing and repairing 
streets by contract and street improvement . 

Brick block repairs, labor, teaming and materials. 

Wood block repairs, labor, teaming and materials. 

Xew crosswalk, not included elsewhere 

Fence repairs 

P" •'.'"-" ■--"-: "-- '•'-> 

Edgestones. sidewalks and gutters (new) not 
included elsewhere .... 

Rent of land, wharves, etc. net I . 

Taxe; net 

Expense of stables, including dri- 
vers, feeders, fodder, horse- 
shoeing, repairs to harnesses, 
wagons, carts, etc. . $153,970 74 

Amount earned bv department 

teams . . 130.170 87 

Electric lighting at yards and stables 

Gas lighting at yards and stables . 

Fuel for heating yard buildings, offices 

stables .... 

Electrical appliances, labor and materials, yard 

and stables . 



and 



etc. 



Stoves, pipes, grates, etc. 
Telephone service 
Derricks, repairing, etc. 
Oil for lighting around defects 
Oatmeal .... 

Ice 

Signs, making and putting up ... 

Tools, hardware, etc.. new. cost of repairing, etc. 
Labor, teaming, etc.. assisting fuel distributor 
Labor, teaming, etc.. assisting food distributor 
Expenses of yards, including salaries of foremen 

clerks, yardmen, watchmen, tool wagons, etc. 
Repairs of yard buildings, stables, sheds, shanties 

etc. • . . . 

Sanding icy and slippery streets 
Repairing culverts and building new culverts 
H sting engine, fuel and supplies . 
Uniforms, boots, shoes, etc. 
Ches: r:tTal office, making of, etc. 

Carried forward 



$218,247 


83 


7,903 61 


2,213 


21 


8.841 


05 


580 85 


6.705 


12 


1.101 


99 


8,076 


72 


2.493 98 


347 


36 



23.799 


S7 


1.143 


11 


175 


41 


4.4S9 


71 


91 


90 


145 85 


196 


64 


1.625 


12 


1 


53 


1.747 


-14 


4 


25 


44 


73 


12.330 


63 


23.677 


54 


6.973 


99 


38 25 


40.468 90 


S.200 08 


2.697 


28 


111 


<:- 


166 


39 


442 


32 


103 


07 


$385,187 


61 



5,187 61 


9 00 


92 00 


16 00 


110 88 


6 30 


1,365 63 


78 00 


2 74 



Asphalt plant, Brighton district .... 

Asphalt plant, Dorchester district, setting up and 

maintaining 



Asphalt plant operat- 
ing, Dorchester dis- 
trict .... $13,274 83 

Less materials used 
on streets . . 13,982 56 

$707 73 



6 50 



Public Works Department. 191 

Brought forward . 

Premiums on surety bonds 

Marking catch-basins 

Photographs .... 

Trimming and removing trees 

Damages 

Repairs to roof, south stable . 

Repairs to and inspection of typewriters 

Repairs to scales 

Ensigns . . .... 

Operating and maintaining concrete mixers 

(net) 9 42 

Work done and materials furnished individuals, 

corporations, etc 2,075 67 

Fire Department, work done and materials fur- 
nished 365 25 

Schoolhouse Department, work done and materials 
furnished 

Water Service, work done and materials furnished, 

Street Cleaning and Oiling Service, work done 
and materials furnished 

Sanitary Service, work done and materials fur- 
nished 

Sewer Service, work done and materials furnished, 

Lighting Service, work done and materials fur- 
nished 

Bridge Service, work done and materials fur- 
nished 

Ferry Service, work done and materials furnished, 

Removing wreckage from Commercial street, 
tank accident 

New bituminous mixer 

Steam rollers, cost of operating, 

repairing, etc $23,053 94 

Steam rollers, amount earned . . 22,705 50 



6 00 
624 13 


50 


53 


2,820 
1,597 


88 
44 


32 


11 


116 
169 


72 
12 


569 30 
3,850 00 


348 44 
1,518 14 


6,488 59 


$407,516 40 



Carried forward .... $707 73 $407,516 40 



192 



City Document No. 26. 



Brought forward .... 
Stock materials . $153,357 07 

Stock handling and 
teaming . . . 50,234 07 



$203,591 14 
Less stock delivered 

on streets . . 213,720 00 



$707 73 $407,516 40 



10,128 86 



10,836 59 



Total $396,679 81 



Street Work Done by Department Force and 
Charged to Maintenance Appropriation 
Shown in Detail. Work on Other Streets 
Shown on Large Insert. 

Burrell street, from Dudley street to Norfolk avenue. Roadway resurfaced 
with asphalt macadam; 2,080 feet existing edgestone reset; 313 feet 
new edgestone set; 328 square yards gutter repaved; 1,127 square 
yards brick sidewalk relaid; 62 square yards crosswalks relaid. 



Labor, edgestone excavating 








$461 22 


Labor, edgestone resetting 






876 41 


Labor, gutters excavating . 






265 33 


Labor, gutters repaving 






463 03 


Labor, crosswalk excavating 






35 50 


Labor, crosswalk relaying . 






28 64 


Labor, macadam excavating 






268 32 


Labor, macadam spreading 






835 59 


Labor, paved roadway excavating 






10 50 


Labor, brick sidewalks excavating 






350 09 


Labor, brick sidewalks relaying 






629 51 


Crushed stone, 911.9 tons . 






2,370 95 


Cement, 2 barrels 








5 67 


Bricks, 21,270 








294 67 


Blocks, 2,600 








78 00 


Edgestone, 321 feet 8 inches 








445 85 


Flagging, 4 feet 2 inches . 








5 67 


Sand and gravel, 69 yards 








210 25 


Road oils, 8,000 gallons 








840 00 


Teaming .... 








918 13 


Steam roller, picking . 








348 75 


Steam roller, rolling . 








298 75 



$10,040 83 



Foundry street, at Dorchester avenue intersection. (Work done in 1917.) 
Amount paid Boston Elevated Railway Company . . $445 13 

Freeport street, from Union street to railroad bridge. Granite block pave- 
ment laid, grout joints, 2,422 yards; edgestone reset, 96 feet. 
Labor, paved roadway excavating . . . $1,645 75 
Labor, paved roadway paving .... 1,898 25 

Labor, paved roadway grouting . . . 178 50 



Carried forward 



$3,722 50 



Public Works Department. 



193 



Brought forward 
Labor, edgestone resetting 








$3,722 50 
15 25 


Labor, street cleaning 
Teaming .... 
Steam roller 








30 50 

1,347 71 

120 00 


Gravel, 363 vards 








589 32 


Sand, 56 yards 








90 40 


Blocks (old granite) 86,230 
Pebbles, 67i tons 








2,241 90 
236 25 


Cement, 230 barrels . 








594 09 


Lumber .... 








2 85 


$8,990 77 
Less amount of unpaid bills for materials 


delivered in 1919 222 75 




«q 7R<? no 





South Huntington avenue, from Huntington avenue to Centre street. 
Roadway resurfaced with asphalt macadam, 14,200 square yards, 
5 inches deep. 



Labor, macadam excavating 






$3,487 57 


Labor, macadam spreading 






1,946 99 


Labor, edgestone resetting 






11 50 


Labor, brick sidewalks relaying 






7 00 


Labor, crosswalk excavating 






8 00 


Labor, crosswalk relaying . 






32 00 


Labor, gutters excavating . 






352 50 


Labor, gutters repaving 






558 50 


Crushed stone, 31,212,875 tons . 






8,057 33 


Gravel, 72 yards .... 






92 07 


Flagging, 13 feet 






5 20 


Blocks, 30 






1 50 


Road oils, 31,000 gallons . 






4,203 00 


Teaming 






1,103 13 


Steam roller 


1,520 00 




$21,386 29 


Credit: Blocks old granite .... 




<frOi ocn oa 


#^ijOoy ^y 



SPECIAL APPROPRIATIONS. 

Belgrade avenue extension and Beech street widening. Length, 1,329 linear 
feet. Area, 9,537 s iuare yards. Trees removed, filling furnished 
and placed. Bridge over railroad rebuilt. (Work unfinished.) 

Engineering . 
Engineering expense 
Inspection 

Labor, preparing site 
Teaming 

Rent of field office 
Lumber 
Nails 

Repairing abutment walls 
Services of flagmen and 
banner signals . 



removing railroad 



£3,270 09 


47 27 


123 


99 


373 23 


131 


(ID 


70 


00 


11 


28 




40 


18 51 


38 


66 



Carried forward 



$4,084 43 



194 City Document No. 26. 



Brought forward $4,084 43 

Amount paid to West Roxbury Trap Rock 

Company (on Belgrade avenue, Anawan 

avenue to Centre street), under contract: 

Removing trees, bushes, etc. .$1,200 00 

16,066 cubic yards filling 

furnished and placed 

@ 98c 15,744 68 



$16,944 68 
Less 15 per cent retained, 2,541 70 

Amount paid to West Roxbury Trap Rock 
Company, under contract: 
Rebuilding B e 1 grade 
Avenue Bridge (con- 
tract price, $43,500), 
99 per cent materials 
delivered and work in 
place .... $43,065 00 
Less amount retained . 6,459 75 



14,402 98 



36,605 25 
$55,092 66 



Hyde Park avenue, widening. Length, 135 linear feet. Area, 1,300 
square feet. Artificial stone sidewalks constructed. (Construction 
work not started.) 

Engineering $600 01 

Engineering expense 20 80 

Inspection 170 04 

Labor, edgestone setting 79 18 

Labor, edgestone excavating .... 39 58 

Teaming 59 50 

Advertising 14 20 

Cement 65 

Edgestone, 138 feet 6 inches straight and 6 

feet special ... ... 181 57 

Amount paid to Martino DeMatteo, under 

contract : 
1,300 square feet artificial stone 
sidewalks, concrete base 
and wearing surface fur- 
nished and'laid, @ 29c, $377 00 
1 cover reset, @ $3 . . 3 00 

380 00 

Amount paid to Martino DeMatteo under 
contract : 
Removing trees, bushes, etc. 

(unfinished) . . . $800 00 

1,250 cubic yards earth excava- 
tion @ $1.25 . . . 1,562 50 

$2,362 50 
Less 15 per cent retained . 354 38 

2,008 12 

$3,553 65 

GRANOLITHIC SIDEWALK CONSTRUCTION. 

* Abbot street (at No. 2, 4, 6 and 26). Length, 200 linear feet. Area, 
1,759 square yards. Edgestone set and reset, artificial stone sidewalks 
furnished and laid. 

* Work done in connection with Pearl, Pleasant, Rockwell, Rosseter, Victoria and 
Wales street. 



$67 20 

2 46 

90 08 


307 73 
1 12 
3 25 



Public Works Department. 195 



Engineering 

Engineering expense 

Inspection 

Edgestone, 159 feet straight, 68 feet circular 
and 4 small corners 

Advertising 

Teaming 

Amount paid to Frank Drinkwater, under 
contract : 

167 linear feet straight edge- 
stone and corners 
hauled and set @ 40c. . $66 80 

68 linear feet existing edge- 
stone reset @ 25c. . 17 00 

1,759 square feet artificial stone 
foundation f u rnished 
and placed @ 5c. . . 87 95 

1,493 square feet artificial stone 
sidewalks, concrete base 
and wearing surface, fur- 
nishedand laid @ 20c. . 298 60 

266 square feet artificial stone 
drivew ays, concrete 
base and wearing sur- • 
face furnished and laid 
@ 25c 66 50 



$536 85 
Less 15 per cent retained . 80 52 



456 32 

$928 16 



*Amory street (Boylston street to Green street). Length, 2,432 linear feet. 
Area, 16,904 square feet. Edgestone reset, granite block gutters laid 
and artificial stone sidewalks constructed. 

Cost of work done under contract with 

Warren Brothers Company in 1917-18 . $4,599 90 

Amount paid in 1917-18 4,524 90 

■ $75 00 

Beech street, from West Roxbury Parkway to Hobson street. Length, 
2,260 linear feet. Area, 9,918 square feet. Edgestone set, granite 
block gutters laid and artificial stone sidewalks constructed. 

Engineering $200 58 

Engineering expense 1 36 

Inspection 636 33 

Edgestone, 2,038 feet. 5 inches straight and 

14 small corners 2,516 58 

Advertising 6 10 

Blocks, 34,400 old granite .... 1,032 00 

Amount paid to Frank Drinkwater, under 
contract : 

Removing trees, bushes, etc. $100 00 

2,074 linear feet straight edge- 
stone and corners hauled 
and set @ 30c. . . 622 20 

63 linear feet circular edge- 
stone hauled and set @ 
30c 18 90 



Carried forward . . . $741 10 $4,392 95 

* Done in connection with Brookside, Evergreen and Paul Gore streets. 



196 City Document No. 26. 

Brought forward . . . $741 10 $4,392 95 

88 linear feet existing edge- 
stone reset @ 40c. . 35 20 
1,792 linear feet crushed stone 
and concrete founda- 
tion furnished and 
placed @ 10c. . 179 20 
739 square yards granite block 
paving hauled and laid, 
gravel joints, @ $1 . 739 00 
88 square yards existing gran- 
ite block paving or 
flagging relaid, gravel 
joints, @ 75c. . . 66 00 
9,918 square feet artificial stone 

foundation furnished , 

and placed @ 2c. . . 198 36 

9,566 square feet artificial stone 
sidewalks, concrete base 
and wearing surface fur- 
nished and laid @ 20c, 1,913 20 
352 square feet artificial stone 
driveways, concrete 
base and wearing sur- • 
face furnished and laid 
@ $1 352 00 
1 cover reset @ $3 . . 3 00 
3 Bradley head catch- 
basins reset @ $5 . 15 00 
6 courses of brickwork laid 

@ 50c 3 00 

Extra Work — Remove 
additional tree on Beech 
street not shown to be 
removed : 
Removing tree ... 60 00 

Extra Work — Lay 6-inch 
pipe under sidewalk 
from catch-basin corner 
of Belgrade street, south- 
easterly, and connect 
same to ground water 
drains as directed: 
235 linear feet 6-inch pipe laid 

and connected @ 50c, 117 50 

Extra Work — Grade ap- 
proaches as directed. 



$4,422 56 
Less 15 per cent retained, 663 38 



3,759 18 

$8,152 13 



* Blue Hill avenue (east side), from Fremont street, 170 feet south. Length, 
283 linear feet. Area, 4,051 square feet. Edgestone reset, granite 
block gutters repaved and artificial stone sidewalks constructed. 

Engineering $34 98 

Advertising 2 40 

Carried forward . ... . . . $37 38 

* Done in connection with Fremont and Rexford streets. 



Public Works Department. 197 

Brought forward . . . . . . $37 38 

Amount paid to Joseph A. Singarella, under 
contract : 

295 linear feet existing edge- 
stone reset at © 28c. . $82 60 
96 square yards existing 
granite block paving 
relaid, gravel joints @ 

75c 72 00 

4,051 square feet artificial stone 
foundation furnished 
and placed @ 7c. . . 283 57 

4,051 square feet artificial stone 
sidewalks, concrete base 
and wearing surface fur- 
nished and laid @ 18c, 729 18 

1,167 35 

$1,204 73 



Broadway, from Washington street to Shawmut avenue. Artificial stone 
sidewalk repaired. (Work unfinished.) No payment made under 
contract with Pignat Vicenzi Company. 

Engineering $7 67 

Inspection 53 70 

$61 37 



* Brookside avenue, Boylston street to Green street. Length, 2,041 linear 
feet. Area, 20,320 square feet. Edgestone reset, granite block 
gutters laid and artificial stone sidewalks constructed. (Work done 
in 1917-18.) 



Cost of work done under contract with 

Warren Brothers Company in 1917-18 . $6,145 67 
Amount paid in 1917-18 6,108 17 



$37 50 



f Evergreen street, westerly side, South Huntington avenue to Day street. 
Length, 847 linear feet. Area, 5,119 square feet. Edgestone reset, 
granite block gutters laid and artificial stone sidewalks constructed. 
(Work done in 1917-18.) 



Cost of work done under contract with 

Warren Brothers Company in 1917-18 . $1,351 76 
Amount paid in 1917-18 1,314 26 



$37 50 



\ Fremont street, south side, from Blue Hill avenue to 218 feet east. 
Length, 218 linear feet. Area, 1,601 square feet. Edgestone set and 
artificial stone sidewalks constructed. 

Engineering $7 00 

Inspection 60 41 

Advertising 2 40 

Edgestone, 220 feet straight .... 266 30 

Carried forward $336 11 

* Done in connection with Amory, Evergreen, Lamartine and Paul Gore streets. 

J Done in connection with Amory, Brookside, Lamartine and Paul Gore streets. 
Done in connection with Blue Hill avenue and Rexford street. 



198 City Document No. 26. 



Brought forward $336 11 

Amount paid to Joseph A. Singarella, under 
contract : 



218 linear feet straight edge- 




stone and corners hauled 




and set @ 40c. 


$87 20 


1,383 square feet artificial stone 




foundation furnished 




and placed @ 7c. . 


96 81 


1,383 square feet artificial stone 




sidewalks, concrete base 




and wearing surface, 




furnished and laid @ 




18c 


248 94 


2 covers reset @ $3 . 


6 00 


4 courses of brick work laid 




@ 50c 


2 00 



440 95 

$777 06 

Gray street, from Berkeley street to Clarendon street. Length, 572 linear 
feet. Area, 5,067 square feet. Artificial stone, 310 square feet, 
gutters. Edgestone reset, gutters paved and artificial stone side- 
walks laid. 

Engineering $114 25 

Engineering expense 4 93 

Inspection 134 25 

Advertising 6 00 

Edgestone 14 60 



$274 03 
Credit: Brioks, 10,400 old ... . 72 80 



Amount paid to John Landis under contract: 

13 linear feet corners set @, 

28c. . ... . $3 64 

948 linear feet existing edge- 
stone reset® 25c. . 237 00 

310 square yards existing 
granite block paving 
relaid, gravel joints, @ 
75c. .... 232 50 

14 square yards existing 

granite block paving 

relaid, sand bed, grout 

joints, @ $1.75 . . 24 50 

33 square yards existing 

brick sidewalks relaid 

@ 50c 16 50 

1,346 square feet artiicial stone 

foundation furnished 

and placed @ 8c. . . 107 68 

5,067 square feet artificial stone 

sidewalks, concrete base 

and wearing surface fur- 
nished and laid © 17c, 861 39 



$201 23 



1,483 21 
$1,684 44 



Public Works Department. 199 

* Hyde Park avenue (west side), from Tower street to Walk Hill street. 
(Work done in 1917-18.) Final payment on contract. 
Cost of work done under contract with 

Warren Brothers Company in 1917 $3,460 10 

Amount paid in 1917-18 3,422 60 

$37 50 

Lamartine street, from Boylston street to Green street. (Work done in 
1917-18.) 
Final payment on contract for work done by Warren 

Brothers Company $37 50 

Olney street. (Work not done.) 

Engineering $24 00 

Engineering expense 48 

$24 48 

f Paul Gore street (north side), from No. 12 to Chestnut avenue. Length, 
1,350 linear feet. Area, 8,214 square yards. Edgestone reset, granite 
block gutters laid and artificial stone sidewalks constructed. (Work 
done in 1917-18.) 
Cost of work done under contract with 

Warren Brothers Company in 1917-18 . $2,604 99 

Amount paid in 1917-18 2,567 49 

$37 50 

J Pearl street (Pleasant street to Dorchester avenue) . Length, 796 linear 
feet. Area, 7,952 square yards. Edgestone set, artificial stone side- 
walks and driveways constructed. 

Engineering $118 27 

Engineering expense 1 40 

Inspection 92 21 

Edgestone, 1,075 feet straight and 17 small 

corners 1,362 49 

Advertising ... .... 1 13 

Amount paid to Frank L>rinkwater, under 
contract : 

Removing trees, bushes, 

etc $50 00 

\ cubic yard rock excavating 

@$5 . . . . 2 50 

1,125 linear feet straight edge- 
stone and corners hauled 
and set @ 40c. . . 450 00 

25 linear feet existing edge- 
stone reset @ 25c. . 6 25 
7,952 square feet artificial stone 
foundation furnished and 
placed @ 5c. . . . 397 60 
7,410 square feet artificial stone 
sidewalks, concrete base 
and wearing surface, 
furnished and placed @ 
20c 1,482 00 



Carried forward . . . $2,388 35 $1,575 50 

* Done in connection with Amory, Brookside and Paul Gore streets, 
t Done in connection with Amory, Brookside and Evergreen streets, 
t Done in connection with Wales, Pleasant, Victoria, Rockwell, Rosseter and Abbot 
streets. 



200 City Document No. 26. 

1,575 50 



Brought forward 


$2,388 35 


542 square feet artificial stone 




driveways, concrete base 




and wearing surface, fur- 




nished and placed @ 




25c 


135 50 


1 catch-basin reset @ $3 . 


3 00 




$2,526 85 


Less 15 per cent retained . 


379 03 



2,147 82 
— $3,723 32 

* Pleasant street (Victoria street 100 feet northerly). Length, 110 linear 
feet. Area, 891 square yards. Edgestone set and artificial stone 
sidewalks constructed. 

Engineering $17 54 

Engineering expense 15 

Inspection 12 95 

Advertising 1 13 

Amount paid to Frank Drinkwater, under 
contract: 
21 linear feet existing edgestone 

reset @ 25c. ... $5 25 

4 square yards existing granite 

block paving relaid, gravel 

joints, @ 50c. ... 2 00 

891 square feet artificial stone 

foundation furnished and 

placed @ 5c. . . 44 55 

891 square feet artificial stone 

sidewalks, concrete base 

and wearing surface, fur- 
nished and laid @ 20c. . 178 20 



$230 00 
Less 15 per cent retained . 34 50 



195 50 

$227 27 



f Rexford street, about 500 feet north of Oakland street, 800 square feet. 
Length, 245 linear feet. Area, 1,137 square yards. Artificial stone 
sidewalks constructed. 

Engineering $5 00 

Inspection 13 43 

Advertising 2 40 

Amount paid to Joseph A. Singarella, under 

contract : 

1,137 square feet artificial stone 

foundation furnished and 

placed® 7c. . _ . . $79 59 

1,137 square feet artificial stone 

sidewalks, concrete base 

and wearing surface, 

furnished and laid @ 

18c 204 66 

284 25 

$305 08 

* Done in connection with Wales, Pear], Victoria, Rockwell, Rosseter and Abbot streets. 
t Done in connection with Blue Hill avenue and Fremont streets. 



Public Woeks Department. 201 

Rockwell street (Washington street to Milton avenue). Length, 1,278 
linear feet. Area, 5,018 square yards. Edgestone set, granite block 
pavement laid, artificial stone sidewalks and driveways constructed. 



Engineering 




$99 99 


Engineering expense . 






63 


Inspection .... 




259 


56 


Edgestone, 772 feet 5 inches straight, 12 feet 






10 inches circular and 21 small 


corners 


1,035 


20 


Advertising 




1 


13 


Blocks, 13,500 old granite 




405 


00 


Amount paid to Frank Drinkwater, under 






contract : 








17 T % cubic yards rock excava- 








tion @ $5 


$88 00 






820 linear feet straight edge- 








stone and corners hauled 








'and set @ 40c. 


328 00 






19 linear feet circular edge- 








stone set @ 50c. . 


9 50 






259 linear feet existing edge- 








stone reset @ 25c. 


64 75 






310 square yards granite block 








paving hauled and laid, 








gravel joints, @- $1 


310 00 






56 square yards existing gran- 








ite block paving relaid, 








gravel joints, @ 50c. . 


28 00 






5,016 square feet artificial stone 








foundation furnished 








and placed @ 5c. 


250 90 






4,270 square feet artificial stone 








sidewalks, concrete base 








and wearing surface, fur- 








nished and laid @ 20c. . 


854 00 






748 square feet artificial stone 








driveways, concrete base 








and wearing surface, fur- 








nished and laid @ 25c, 


187 00 






229 square yards loam graded 








and seeded @ 25c. 


57 25 








$2,177 40 




Less 15 per cent retained . 


326 61 










1,850 


79 







1,652 30 

fRosseter street (east side), from No. 15 to Bullard street. Length, 1,150 
linear feet. Area, 8,827 square yards. Edgestone set, granite block 
pavement laid and artificial stone sidewalks constructed. 

Engineering $263 19 

Engineering expense 14 70 

Inspection 335 14 

Edgestone, S36 feet straight, 105 feet 4 inches 

circular, 2 large and 2 small corners . . 1,186 94 

Advertising 1 13 



Carried forward $1,801 10 

* Work done in connection with Wales, Pearl, Pleasant, Victoria, Rosseter and Abbot 
streets. 

t Work done in connection with Pearl, Pleasant, Rockwell, Wales, Abbot and Victoria 
streets. 



202 City Document No. 26. 

Brought forward $1,801 10 

Amount paid to Frank Drinkwater, under 

contract: 
1,060 linear feet straight edge- 
stone and corners 
hauled and set @ 40c, $424 00 

106 linear feet circular edge- 
stone set @ 50c. . . 53 00 
224 linear feet existing edge- 
stone reset @ 25c. . 56 00 
16 square yards existing gran- 
ite block paving relaid, 
gravel joints, @ 50c. . 8 00 
13 square yards granite 
block paving hauled 
and laid, sand bed and 
grout joints, @ $2 . 26 00 
8,827 square feet artificial stone 
foundation furnished 
and placed @ 5c. . . 441 35 
8,827 square feet artificial stone 
sidewalks, concrete 
base and wearing sur- 
face, furnished and laid 
@ 20c 1,765 40 



$2,773 75 
Less 15 per cent retained 416 06 



2,357 69 
$4,158 79 



''Tower street, from Hyde Park avenue to Forest Hills Cemeterv. (Work 
done in 1917 and 1918.) 

Cost of work done, under contract with War- 
ren Brothers Company, in 1917 . . $2,861 73 

Amount paid in 1917-18 2,824 23 

$37 50 



t Victoria street, from Pleasant street to 200 feet easterly. Length, 215 
linear feet. Area, 1,395 square yards. Edgestone set, artificial stone 
sidewalks and driveways furnished and laid. 

Engineering $34 05 

Engineering expense 20 

Inspection 25 57 

Edgestone, 185 feet straight and 4 small corners, 238 56 

Advertising 1 13 

Amount paid to Frank Drinkwater, under 
contract : 

195 linear feet straight edge- 
stone and corners hauled 
and set @ 40c. . . $78 00 

1,395 square feet artificial stone 
foundation furnished 
and placed @ 5c. . . 69 75 

Carried forward . . . $147 75 $299 51 

* Done in connection with Arnpry, Brookside, Evergreen and Paul Gore streets, 
t Work done in connection with Wales, Pearl, Pleasant, Rockwell, Rosseter and Abbot 
streets. 



Public Works Department. 203 

$299 51 



Brought forward 

1,258 square feet artificial stone 

sidewalks, concrete base 


$147 75 


and wearing surface 
furnished and laid, @ 




20c 


250 60 


142 square feet artificial stone 




driveways, concrete base 
and wearing surface fur- 
nished and laid, @ 25c. 


35 50 




$433 85 


Less 15 per cent retained . 


65 08 



368 77 
— $668 28 



*Wales street, from Blue Hill avenue to Harvard street. Length, 1,200 
linear feet. Area, 8,700 square yards. Edgestone set, artificial stone 
sidewalks and driveways constructed. 

Engineering $147 92 

Engineering expense 6 07 

Inspection 148 26 

Edgestone 21 61 

Advertising 1 13 

Teaming ........ 3 25 

Amount paid Frank Drink- 
water, under contract: 
10 linear feet circular edge- 
stone set @ 50c. . . $5 00 
1,380 linear feet existing edge- 
stone reset @ 25 c. 345 00 
540 linear feet crushed stone 
. and concrete foundation 
furnished and placed @ 

10c 54 00 

8,700 square feet artificial stone 
foundation furn i s h e d 
and placed @ 5c. . . 435 00 

8,297 square feet artificial stone 
sidewalks, concrete base 
and wearing surface 
furnished and laid, & 

20c 1,659 40 

403 square feet artificial stone 
driveways, concrete 
base and wearing sur- 
face furnished and laid, 
@ 25c 100 75 



$2,599 15 
Less 15 per cent retained . 389 87 



2,209 28 
$2,537 52 



* Work done in connection with Pearl, Pleasant, Rockwell, Rosseter, Abbot and Victoria 
streets. 



204 City Document No. 26. 



RECONSTRUCTING AND REPAIRING STREETS 
BY CONTRACT. 

Amory street, from Green street to 140 feet north of Atherton street. 
Length, 3,404 linear feet. Area, 10,228 square yards. Edgestone 
reset, asphalt pavement laid and brick sidewalks laid. 

Engineering $576 46 

Engineering expense 14 60 

Inspection .... . 205 84 

Edgestone, 35 feet 10 inches straight and 17 

feet 8 inches circular 69 51 

Advertising 7 20 

Bricks, 32,500, old 325 00 

Teaming 122 50 

Labor, handling stock 17 50 

Photographs 20 00 

Amount paid to Central Construction Com- 
pany, under contract : 
42 tons crushed stone fur- 
nished, placed, etc., @ 
$3.25 .... $136 50 

35 linear feet straight edge- 
stone and corners 
hauled and set @ 35c, 12 25 

18 linear feet circular edge- 
stone set @ 30c. . . 5 40 
2,800 linear feet existing edge- 
stone reset @ 28c. . 784 00 
100 square yards existing 
granite block paving 
relaid in driveways 
and edgings, gravel 
base, sand bed and 
grout joints, @ $1.40, 140 00 
10,600 square yards bituminous 
concrete binder and 
asphalt wearing surface 
furnished and laid on 
macadam foundation 
@ $2.11 . . 22,366 00 
650 square yards brick side- 
walks laid @ 40c. . 260 00 
190 square yards existing 
brick sidewalks laid @ 
40c 76 00 



$23,780 15 
Less 15 per cent retained, 3,567 02 

20,213 13 

$21,571 74 

Appleton street, from Tremont street to Berkeley street. For details and 
cost see Tremont street, from Castle street to Dover street. 

* Artificial stone sideivalks. 

Rebates allowed $1,062 24 



* See, also, Schedule A, Maintenance and Street Improvements. 



Public Works Department. 205 

* Asphalt and bitulithic pavements repaired. (Bituminous pavements upon 
which the maintenance has expired.) 

Advertising $17 00 

Labor, temporary repairs made by depart- 
ment force . . . " . . . . 1,573 57 

Gravel and sand 154 00 

Cement 10 13 

Crushed stone 465 01 

Teaming 1,406 21 

Terracolia 612 05 

Asphalt top 3,779 98 

Bricks 38 00 

Blocks 6 00 

Edgestone 15 19 

Printing 127 74 

Engineering 3,065 39 

Engineering expense 78 90 

Inspection ... .... 1,620 18 

Amount paid to Warren Brothers Company, 

repairs and bitulithic pavements . . '.. 1,220 47 

Amount paid to Bermudez Company, final 
payment for work done under 1918 con- 
tract, repairing bituminous pavements . 3,744 57 
Amount paid to Central Construction Com- 
pany under contract: 
28,579.56 square yards bitu- 
minous pavement 
ment furnished and 
laid @ $1.83 . . $52,300 59 
3,745.31 square yards resur- 
faced bituminous 
pavement @ $1.20. 4,494 37 
74.12 cubic yards extra 



bituminous binder 



592 96 



995.32 square yards concrete 
base furnished and 
laid® $2. . . 1,990 64 

13 covers reset @ $3 . . 39 00 



Less 15 per cent re- 
tained . . . 8,912 63 



,417 56 

50,504 93 



5,439 32 



Atlantic avenue, from Summer street to Broad street. Length, 2,011 
linear feet. Area, 15,126 square yards. Edgestone reset, granite 
block pavement relaid, artificial stone sidewalks constructed. (Un- 
finished work from 1918.) 
Engineering $880 70 



Engineering expense 
Inspection 
Edgestone 
Blocks . 



239 30 

769 66 

145 81 

1,446 64 



$3,482 11 
Credit: Bricks, old 1,101 50 



Carried forward $3,380 61 

* Amount charged to Reconstructing and Repairing Streets by Contract, $55,678 23. 
Amount charged to Paving Service, $7,903.61. 
Amount charged to Street Improvements, $4,857.48. 



206 City Document No. 26. 

Brought forward $3,380 61 

Amount paid to Bernard E. Grant Company, 

under contract: 
1,100 linear feet circular edge- 
stone set @ 40c. . . $4 40 
2,124 linear feet existing edge- 
stone reset @ 25c. . 531 00 
2,528 cubic yards concrete base 
furnished and laid @ 
$10.50 .... 26,544 00 
991[square yards existing 
granite block paving 
relaid, gravel joints, @ 
$1 991 00 

268 square yards existing 
granite block paving 
relaid, asphalt joints, 
@ $2.75 .... 737 00 

172 square yards existing 
brick sidewalks relaid 

@ 75c 129 00 

24,796 square feet artificial stone 
sidewalks furnished and 
laid @ 21c. . . . 5,207 16 

1 Bradley head catch-basin 

reset @ $£ . 5 00 

30 covers and catch-basin 

frames reset @ $3 . 90 00 

30 courses of brick-work laid 

@ 50c 15 00 

Extra work — Omit the 
furnishing and laying of 
new granite blocks and 
• substitute the. relaying 
of existing granite 
block paving, includ- 
ing cleaning blocks, 
cement sand bed, etc.: 

16,577 square yards existing 
granite block paving re- 
laid, grout joints, @ 
$2.75 .... 45,586 75 

Extra — Haul to Massa- 
chusetts avenue lot all 

rejected granite blocks 

and flagging and haul 

from Massachusetts 

avenue lot to Atlantic 

avenue, all suitable 

blocks required: 
3,592 square yards blocks and 
flagging hauled to 
Massachusetts avenue 
lot and suitable blocks 
hauled from Massa- 
chusetts avenue lot to 
Atlantic avenue @ 50c, 1,796 00 

Carried forward . . . $81,636 31 $3,380 61 



Public Works Department. 207 



Brought forward . . . $81,636 31 $3,380 61 
Extra work — Excavate 
below sub-grade, back- 
fill with crushed stone 
and roll dummy be- 
tween Union Freight 
tracks and Boston Ele- 
vated Railway tracks 
on account of high 
pressure water trench: 
27 hours, foreman, @ $1.25, 33 75 

455 hours' labor @ 55c. . 250 25 

Plus 15 per cent on $284, 42 60 

87 hours, steam roller, @ 

$2.50 .... 217 50 

4 hours, auto trucks, @ 

$4,375 .... 17 50 

31 tons crushed stone® $3 . 93 00 

Extra work — Con- 
structed new driveways 
at Edison Electric Illu- 
minating Station: 



11 hours, foreman, @ $1.25, 


13 75 


205 hours' labor @ 55c. 


112 75 


6 hours, edgestone-setter, 




@$1 . . . . 


6 00 


54 hours, paver, @ $1 . 


54 00 


6 hours, rammer, @ 75c. 


4 50 


Plus 15 per cent on $191, 


28 65 


27 hours, auto truck, @ 




$4.35 .... 


118 13 


18 cubic yards material de- 




livered to scow @ 40c, 


7 20 


Extra work — Close up 




driveways at Nos. 597, 




601, 606 Atlantic ave- 




nue, Litchfield Wharf: 




2 hours, foreman, @ $1,25, 


2 50 


208 hours' labor @ 55c. 


114 40 


15 hours, edgestone setter, @ 




$1 . '. 


15 00 


4 hours, helper, @ 55c. . 


2 20 


Plus 15 per cent on 




$134.10 .... 


20 12 


2 hours, auto truck, @ 




$4,375 .... 


8 75 


Extra work — Remove 




old concrete base 




where directed: 




18 square yards concrete 




base removed @ $L50, 


2,847 00 




$85,645 86 


Less amount paid in 1918, 


21,936 46 



63,709 40 

— — $67,090 01 

Atlantic avenue, from Broad street to South Market street. Length, 1,281 
linear feet. Area 10,014 square yards (artificial 6,555 square feet). 
Edgestone reset, new special cut granite block paving laid, artificial 
stone sidewalks constructed and brick sidewalks relaid. (Unfinished 
work from 1918.) 



208 City Document No. 26. 

Engineering $299 04 

Engineering expense 7 15 

Inspection 520 48 

Blocks 153 00 

Bricks 228 00 

Amount paid to Rossetti & Co., under con- 
tract: 
46 linear feet straight eclge- 
stone and corners 
hauled and set @ $1 . $46 00 

9 linear feet circular edge- 
stone set @ $1 . . 9 00 
1343 linear feet existing edge- 
stone reset @ 75c. . 1,007 25 
1,671 cubic yards concrete base 
furnished and laid 
@ $10.15 . . . 16,960 65 
991square yards existing 
granite block paving 
relaid, gravel 
joints, @ $2 . . 1,982 00 
10,014 square yards granite 
block paving furnished 
and laid, grout 
joints, @ $5.20 . . 52,072 80 
444 square yards existing 
granite block paving 
relaid, grout joints, @ 
$1.75 . . 777 00 
1,431 square yards existing 
brick sidewalks relaid 
@ 50c. . . . . 715 50 
6,555 square f'eet artificial 
stone sidewalks fur- 
nished and laid © 14c, 917 70 
6 covers reset @ $3 . 18 00 
11 courses of brickwork @ 

50c 5 50 

Extra work — Ex- 
cavate and fill back of 
sea wall as directed: 
16^ hours, foreman, @ 75c. . 12 25 

200 hours' labor @ 55c. . 110 00 

4 hours, mason, @ 75c. . 3 00 

Plus 15 per cent 

on $125.25 ... 18 79 

Extra work — Haul side- 
walk brick from South 
End Yard: 
76 hours, double team, @$1, 76 00 

Extra work — . Relay ex- 
isting granite block 
paving on a 6-inch con- 
crete base with cement 
grout joints and reset 
edgestone in India 
street at Atlantic 
avenue: 
123 linear feet existing edge- 
stone reset @ 75c. . 92 25 



Carried forward . . . $74,823 69 $1,207 67 



Public Works Department. 209 

Brought forward . . . $74,823 69 $1,207 67 
80 cubic yards concrete base 

furnished and laid @ 

$10.15 .... 812 00 

480 square yards existing 

granite block paving 

relaid, grout joints, (g} 

$1.75 .... 640 00 



$76,475 69 
Less amount paid in 1918, 71,813 78 



4,661 91 

$5,869 58 



Atlantic avenue, from South Market street to Commercial street. Length, 
1,335 linear feet. Area, 10,621 square yards. Edgestone reset, special 
granite blocks laid and artificial stone sidewalks constructed. (Unfin- 
ished work from 1918.) 

Engineering $382 47 

Engineering expense 62 93 

Inspection 468 45 

Photographs 60 00 

$973 85 
Amount paid to D'Onfro Brothers, under 
contract : 

24 linear feet circular edge- 
stone set @ 60c. . $14 40 
1,603 linear feet existing edge- 
stone reset @ 69c. . 961 80 
1,984 cubic yards concrete base 
furnished and laid 
@ $10 . . 19,840 00 
2,538 square yards existing 
granite block 
relaid, gravel joints, @ 
$2 . . " . 5,076 00 
10,621 square yards granite 
block paving furnished 
and laid, grout joints, 
@ $4.85 . . 51,511 85 
569 square yards existing 
granite block 
paving relaid, grout 
joints, @ $2.50 . . 1,422 50 
1,331 square yards existing 
brick sidewalks relaid 
@ $1.50 . . . 1,996 50 
9,040 square feet artificial 
stone sidewalks fur- 
nished and laid @ 23c, 2,079 20 
50 covers reset @ $3 . . 150 00 
46 courses of brickwork laid 

@ 50c 23 00 

$83,075 25 
Less amount paid in 

1918 .... 39,052 93 

— 44,022 32 

$43,996 17 
Credit: Old granite blocks . . . 1,245 00 

$43,751 17 



210 City Document No. 26. 

Beacon street, from Massachusetts avenue to Raleigh street. (Work not 
started.) 

Engineering $360 23 

Engineering expense ...... 3 56 

Advertising 13 35 

Photographs 20 00 



$397 14 



Bennington street, from Central square to Day square. Length 2,920 
linear feet. Area, 8,607 square yards. Edgestone reset, recut granite 
blocks laid and artificial stone sidewalks constructed. 

Engineering . 

Engineering expense . 

Inspection 

Edgestone, 171 feet 1 inch 

Advertising . 

Blocks, 132,658. old granite 

Photographs 



Credit: Bricks, old 



Amount paid to McGuire & McGourty, under 
contract : 

172 linear feet circular edge- 
stone and corners set 

@ 25c $43 00 

5,510 linear feet existing edge- 
stone reset @ 19|c. . 1,074 45 
106 square yards existing 
granite block paving 
relaid, gravel joints, @ 



3,316 square yards granite 
block paving recut, 
hauled and laid, con- 
crete base, sand bed 
and grout joints, @ 
$3.39 .... 

5,291 square yards existing 
granite block paving, 
recut and relaid, con- 
crete base, sand bed 
and grout joints, @ 
$3.35 .... 
12 square yards existing 
granite block paving 
relaid, gravel base, 
sand bed and grout 
joints, @ $1.50 . 
428 square yards existing 
brick sidewalks relaid 

@ 40c 

41,111 square feet artificial 
stone sidewalks, con- 
crete base and wearing 
surface furnished and 
laid, ® 19|c. 

Carried forward 



106 00 



11,241 24 



17,724 85 



18 00 



171 20 



8,016 65 



14 

34 55 

720 34 

253 20 

6 50 

3,979 74 

20 00 

$5,914 47 
437 40 

$5,477 07 



$38,395 39 $5,477 07 



Public Works Department. 211 

Brought forward . . . $38,395 39 $5,477 07 

132 square feet artificial 
stone driveways, con- 
crete base and wearing 
surface furnished and 
laid, @ 30c. . . . 39 60 



$38,434 99 
Less 15 per cent retained, 5,765 25 



32,669 74 



5,146 81 



Beverly street, from Washington Street North to Warren Bridge. (Work 
not started.) 



Engineering $25 00 

Photographs 16 00 



$41 00 



Broadway, from Washington street to Boston & Albany Railroad Bridge. 
(Work done in 1918). 
Engineering $11 19 

Cambridge street (city proper), from North Russell street to Charles street. 
Length, 1,304 linear feet. Area, 5,193 square yards (including track). 
Edgestone reset, recut granite block laid, brick sidewalks relaid. 

Engineering $303 02 

Inspection 327 81 

Edgestone, 585 feet 5 inches straight, 122 feet 

circular and 1 special cut .... 900 05 

Photographs 24 00 

Templets . 4 00 

Advertising 6 80 

Bricks, 56,500 565 00 

$2,130 68 
Credit: Blocks 112 25 

$2,018 43 
Amount paid to Central Construction Com- 
pany, under contract: 
562 linear feet straight edge- 
stone and corners 
hauled and set @ 35c, $196 70 

130 linear feet circular edge- 
stone set @ 30c. . 39 00 
1,749 linear feet existing edge- 
stone reset @ 25c. . 437 25 
18 square yards existing 
granite block paving 
relaid, gravel joints, @ 

80c 14 40 

90 square yards granite 
block paving recut, 
hauled and laid, con- 
crete base, sand bed 
and grout joints, @ 
$3.45 .... 310 50 

Carried forward . . . $997 85 $2,018 43 



212 City Document No. 26. 



Brought forward 


$997 85 


$2,018 43 


3,826 square yards existing 






granite block paving 






recut and relaid, con- 






crete base, sand bed, 






grout joints, @ $3.30 . 


12,625 80 




2,187 square yards existing 






brick sidewalks relaid 






@ 30c 


656 10 




56,500 square yards sidewalk 






paving bricks loaded 






and hauled to Massa- 






chusetts avenue lot @ 






$2.25 per M . 


127 13 




2 covers reset @ $3 . 


6 00 




2 courses of brickwork 






laid @ 50c. . 


1 00 


14,413 88 







$16,432 31 

Cambridge street (Brighton), from Brighton avenue to Henshaw street. 
Length, 3,901 linear feet. Area, 20,840 square yards (artificial 
stone). Edgestone reset, bitulithic pavement laid and artificial 
stone sidewalks constructed. 

Engineering $546 18 

Engineering expense 19 89 

Inspection , . 528 52 

Edgestone 29 21 

Bricks 3 00 

Advertising 7 20 

Photographs 36 00 

$1,170 00 
Credit: Blocks, old granite .... 930 15 

$239 85 

Amount paid to Boston Elevated Railway 

Company: 

2,290 square yards concrete base and recut 

granite block paving, with grout 

joints between tracks, furnished and 

laid @ $3.50 8,015 00 

Amount paid to Warren Brothers Company, 
under contract: 
2.2 cubic yards rock exca- 
vation @ $5 ... $11 00 
289 tons crushed stone fur- 
nished and placed, etc., 
@ $3.40 .... 982 60 
12 linear feet circular edge- 
stone set @ 35c. . . 4 20 
3,110 linear feet existing edge- 
stone reset @ 28c. . 870 80 
674 square yards existing 
granite block paving re- 
laid in brows of car 
tracks, gravel base, sand 
bed and grout joints, (§} 
$1.40 943 60 

Carried forward . . $2,812 20 $8,254 85 



Public Works Department. 



213 



Brought forward 
108 square yards existing 
granite block paving 
relaid in driveways 
and edgings, gravel 
base, sand bed and 
grout joints, @, $1.50, 
20,840 square yards bitulithic 
wearing surface fur- 
nished and laid on 
macadam foundation 
@ $2.07 
84 square yards existing 
brick sidewalks relaid 
@ $1.05 
34,998 square feet artificial stone 
foundation f u rnished 
and placed @ 6c. 
54,742 square feet artificial stone 
sidewalks, c o n c r e te 
base and wearing sur- 
face, furnished and 
laid @ 21c. . 
2,575 square feet artificial stone 
driveways, cone r e t e 
base and wearing sur- 
face, furnished and 
laid @ 23c. . 
22 covers reset @ $3 . 
22 courses of brick work laid 

@50c 

1 dry well constructed @ 

$10 .... 

Extra work — R e c u t 

existing granite paving 

blocks for brows: 

31,481 granite blocks recut @ 

$15 

Extra work — Set edge- 
stone and furnish and 
lay bitulithic pavement 
on existing macadam 
foundation with main- 
tenance guaranty in 
Warren street, at 
Brighton High School: 
190 linear feet edgestone set 

@28c 

983 square yards bitulithic 
wearing surface fur- 
nished and laid on mac- 
adam foundation, @ 
$2.07 .... 
Extra work — Excavate 
and construct tree pits 
where directed: 

115 hours, foreman, @ $0,875, 
15 hours, timekeeper, @ 

50c 

158 hours' labor @ 60c. . 

Carried forward 



$2,812 20 

162 00 

43,138 80 

88 20 

2,099 88 

11,495 82 



592 25 
66 00 

11 00 

10 00 



472 22 



5,254 85 



53 20 



2,034 81 



13 13 

7 50 
94 80 

)3,151 81 



5,254 85 



214 City Document No. 26. 

Brought forward . . . $63,151 81 $8,254 85 
Plus 15 per cent on 

$115.43 ... 17 31 

25 hours, double team, @ $1, 25 00 

75 cubic yards loam fur- 
nished and placed @ 

$2 150 00 

Extra work — Haul 
edgestone to and grade 
sidewalk in front of 
Brighton High School 
on Warren street : 
190 linear feet edgestone 

hauled @ 15c. . 28 50 

80 hours' labor @ 60c. . 48 00 

Plus 15 per cent on 

$48 ... 7 20 

16 hours, double team, @ 

$1 16 00 

Extra work — F u rnish 
and lay concrete base 
at entrance to St. 
Joseph's Academy: 
52 square yards concrete 
base furnished and laid 
@ $1.50 ... 78 00 



63,521 82 
— — $71,776 67 



Causeway street, from Commercial street to Washington Street North. 
Length, 248 linear feet. Area, 3,699 square yards. Edgestone reset, 
granite block pavement relaid and artificial stone sidewalks constructed. 

Engineering $19 00 

Amount paid to B. E. Gf^ant Company, 
under contract: 
678 linear feet existing edge- 
stone reset @ 30c. . $203 40 
562 cubic yards concrete 
base furnished and laid 
@ $10.50 . . . 5,901 00 
206 square yards existing 
granite block paving or 
flagging crosswalks re- 
laid, gravel joints, @ 
$1.50 .... 309 00 
436 square yards existing 
brick sidewalks relaid 
(ft SI . . . . 436 00 



883 square feet artificial stone 




sidewalks furnished and 




laid @ 24c. . 


211 92 


10 covers reset @ $3 


30 00 


10 courses of brick work laid 




@ 50c 


5 00 



Carried forward . . . $7,096 32 $19 00 



Public Works Department. 215 



Brought forward . . $7,096 32 $19 00 

Extra work — Omit the 

furnishing and laying of 

new granite blocks and 

substitute the relaying 

of existing granite 

blocks, etc.: 
3,699 square yards existing 

granite blocks relaid, 

etc., @ $2.75 . 10,172 25 

Extra work — Remove old 

concrete base where 

directed : 
43 square yards concrete base 

removed @ $1.50 . . 64 50 

Extra work — Haul to 

Massachusetts avenue 

lot, or as directed, all 

rejected blocks and 

nagging and haul to 

Commercial street all 

suitable blocks required : 
408 square yards blocks hauled 

@ 50c 204 00 



17,537 07 

$17,556 07 

Centre street, from Eliot street across Allandale street. Length, 5,550 
linear feet. Area, 23,111 square yards. Edgestone reset, granite 
block paving laid, Topeka pavement laid. 

Engineering $912 17 

Engineering expense 22 73 

Inspection 539 82 

Advertising 7 40 

Edgestone 269 28 

Labor, handling stock 1 75 

Labor, stone cutter 18 00 

Blocks 484 20 

Teaming 25 50 

Amount paid to Rowe Constructing Company, 

under contract: 
l,343x 4 o tons crushed stone fur- 
nished and placed, etc., 
© $2.50 . . . $3,358 50 
424 linear feet existing edge- 
stone reset @ 40c. . 169 60 
460 square yards granite 
block paving hauled 
and laid, gravel joints, 
@ $1.75 ... 805 00 
758 square yards existing 
granite block paving 
relaid, gravel joints, 
@ $1.50 . . . 1,137 00 
24,208 square yards Topeka 
wearing surface fur- 
nished and laid on 
macadam f o u n d a- 
tion @ $1.85 . . 44,784 80 

Carried forward . . . $50,254 90 $2,280 85 



216 City Document No. 26. 



Brought forward . . . $50,254 90 $2,280 85 
5 covers reset @ $3 . . 15 00 

1 Bradley head catch- 
basin reset @ $5 . 5 00 
5 courses of brick work 

laid @ 50c. ... 2 50 

Extra work — ■ Remove 
tree opposite Louder's 
lane: 
36 \ hours, foreman, @ 74c, 27 01 

240 hours' labor @ 55c. . 132 00 

Plus 15 per cent on 

$159.01 ... 23 85 

20 hours, double team, @ 



11 hours, steam roller, 



1 day, double team, 
$8 . 
6£ days, steam roller, 



20 00 
22 00 



Extra work — Grade 
approaches where 
directed: 

2 hours, foreman, @ 74c. . 1 48 
33 hours' labor @ 55c. . 18 15 

Plus 15 per cent on $19.63, 2 94 

3 hours, double team, @ 

$1 3 00 

Extra work — -Place 
second-hand macadam 
in approaches at 
Arborway, opposite 
Orchard street, and 
at May street re- 
surface crushed stone 
sidewalks where di- 
rected and place loam 
at May street where 
directed: 
137^ hours, foreman, @ 74c, 101 75 

843£ hours' labor @ 55c . 463 95 

35 hours, watchman, @ 55c, 19 25 

Plus 15 per cent on 

$584.93 ... 87 74 

10| days, single team, @ 

50 63 

8 00 

104 00 



382 tons crushed stone @ 

$2.50 .... 755 00 

12 cubic yards loam placed 

@ $2.50 ... 30 00 



52,348 13 

$54,628 98 

Church street, from Tremont street to Fayette street. Repaved with 
second-hand blocks, with grout joints, edgestone reset and brick side- 
walks relaid. (Work done in connction with work on Tremont street.) 
Amount paid to James Doherty, under 
contract: 
268 linear feet existing edge- 
stone reset @ 27c . $72 36 



Carried forward ... $72 36 



Public Works Department. 217 

Brought forward . . . $72 36 

373 square yards granite 
block paving hauled 
and laid, with grout 
joints, @ $2.50 . . 932 50 

174 square yards brick side- 
walks relaid @ 45c, 78 30 

$1,083 16 

$1,083 16 

Columbus avenue, from Centre street to Washington street. (Work not 
started.) 

Engineering $95 00 

Engineering expense 3 44 

Photographs 16 00 

— : $114 44 



Commercial street, from north side of Fleet street across Hanover street. 
Length, 1,287 linear feet. Area, 6,478 square yards (artificial, 16,265 
square feet). Edgestone reset, granite block pavement relaid, arti- 
ficial stone sidewalks constructed. 



Engineering . 

Engineering expense 

Inspection 

Advertising . 

Photographs 

Edgestone 

Blocks 



$384 36 

2 05 

661 29 

13 00 

16 00 

2 40 

2,531 05 



$3,610 15 
Credit: Bricks, old . . ... . 115 50 



$3,494 65 
Amount paid to D'Onfro Brothers, under 
contract : 

169 square yards existing 
concrete base exca- 
vated and removed @ 
50c. . . . . $84 50 

21 linear feet circular edge- 
stone and corners set @ 

$1 21 00 

2,146 linear feet existing edge- 
stone reset @ 40c. . 858 40 
903 cubic yards concrete base 
furnished and laid 
@ $10 . . . . 9,030 00 
134 square yards existing 
granite block pav- 
ing relaid, gravel joints, 
@ $1.50 ... 201 00 
1,301 square yards granite 
block paving hauled 
and laid, sand bed, 
grout joints, © $1.50, 1,951 50 
6.478 square yards existing 
granite block paving 
taken up, cleaned, piled 
and relaid, sand bed, 
grout joints, @ $1.50, 9,717 00 



Carned forward . . . $21,863 40 $3,494 65 



218 



City Document No. 26. 



Brought forward 

46 square yards existing 
brick sidewalks re- 
laid @ $1.50 
16,265 square feet a r t i fi c i a 1 
stone sidewalks, con- 
crete base and wear- 
ing surface, furnished 
and laid @ 23c. . 

23 covers reset @ $3 . 

44 courses of brick work 
laid @ 50c. . 



$21,863 40 $3,494 65 



69 00 



3,740 95 
69 00 

22 00 



25,764 35 



$29,259 00 



Commercial street, from Hanover street to Causeway street. Length, 1,665 
linear feet. Area, 9,049 square yards. Edgestone reset, granite block 
pavement relaid and artificial stone sidewalks constructed. (Unfin- 
ished work from 1918.) 



Engineering . 
Engineering expense 
Inspection 
Edgestone 
Photographs 
Amount paid to B. E. Grant Company, under 
contract : 

164 linear feet straight edge- 
stone and corners 
hauled and set @ 50c, $82 00 

19 linear feet circular edge- 
stone set @ 50c. . 9 50 
2,357 linear feet existing edge- 
stone reset @ 30c. . 707 10 
1,388 cubic yards concrete base 
furnished and laid @ 
$10.50 .... 14,574 00 
754 square yards existing 
granite block paving or 
flagging crosswalks re- 
laid, gravel joints, @ 
$1.50 .... 1,131 00 
141 square yards existing 
brick sidewalks relaid 



22,157 square feet artificial 
stone sidewalks fur- 
nished and laid @ 24c, 

22 covers reset @ $3 . 

11 courses of brickwork laid 

@ 50c 

Extra work — Re- 
turn old granite blocks 
barred up and hauled 
to Massachusetts ave- 
nue lot : 
1,896 square yards blocks 
hauled from Massa- 
chusetts avenue lot @ 
50c 

Carried forward 



141 00 



5,317 68 
66 00 

5 50 



948 00 



$600 62 
132 11 

1,172 93 
84 16 
16 00 



2,981 78 $2,005 82 



Public Works Department. 219 

Brought forward . . . $22,981 78 $2,005 82 
3,012 square yards blocks 
hauled to and from 
Massachusetts ave- 
nue lot @ 50c. . . 1,506 00 

Extra work — Omit the 
furnishing and laying 
of new granite blocks 
and substitute the re- 
laying of existing gran- 
ite block paving etc. : 
9,094 square yards existing 
granite block paving 
relaid, etc. @ $2.75 . 24,884 75 

Extra work — Cut 

concrete around 

Boston Elevated posts : 

16 hours, edgestone setter, 

@ $1 . . . . 16 00 

76 hours' labor @ 55c. . 41 80 

Plus 15 per cent on 

$57.80 .... 8 67 

Extra work — Break 
down defective con- 
crete below subgrade 
where directed: 
129 hours' labor @ 55c. . 70 95 

Plus 15 per cent on 

$70.95 .... 10 64 

8 hours, auto truck, 

@ $4,375 ... 35 00 

Extra work — Fill 
and temporarily pave 
holes in old sewer 
trench to make street 
safe, remove dirt 
left by Water Depart- 
ment and bar up old 
trenches in street : 
23± hours' labor @ 55c. . 12 93 

Plus 15 per cen t on 

$12.93 .... 1 94 

Extra work — Re- 
move old concrete base 
where directed: 
4,017 square yards concrete 

base removed® $1.50, 6,025 50 

Extra work — Re- 
set edgestone, furnish 
and lay artificial stone 
sidewalks on existing 
foundation and relay 
granite block pave- 
ment, grout joints in 
Hanover street, be- 
t w e e n Commercial 
and Charter streets: 
1,855 square yards existing 
granite block pave- 
ment relaid, grout 
joints, @ $2.75 . . 5,101 25 



Carried forward . . . $60,697 21 $2,005 82 



220 City Document No. 26. 

Brought forward . . . $60,697 21 $2,005 82 
Extra work — Reset 
edgestone, relay brick 
sidewalks and relay- 
granite block pave- 
ment, grout joints, in 
Hanover street, from 
Commercial street to 
Chelsea Ferry: 
149 linear feet edgestone 

reset @ 30c. ... 44 70 

546 square yards existing 
brick sidewalks relaid 
@ $1 . . . . 546 00 



1,753 square yards existing 
granite block pave- 
m e n t relaid, grout 
joints @ $2.75 . 


4,820 75 




Less amount paid in 
1918 .... 


$66,108 66 
15,653 09 


50,455 57 

544 50 

41 00 


Blocks, old granite 
Bricks, old sidewalk 









Compton street, from Tremont street to Albion place. For details and cost 
see Tremont street, from Castle street to Dover street. 

Conant street, from Huntington avenue to Parker street. Length, 1,556 
linear feet. Area, 3,697 square yards. Edgestone reset, asphalt 
pavement laid, brick sidewalks relaid. 

Engineering $152 99 

Engineering expense 10 20 

Inspection 57 73 

Edgestone 150 84 

Advertising 2 67 

Teaming 35 00 

Amount paid to The Bermudez Company, 
under contract: 
100 linear feet circular edge- 
stone set @ 35c. . $35 00 
187 linear feet existing edge- 
stone reset @ 20c. . 56 10 
65 square yards existing gran- 
ite block paving relaid, 
gravel joints, @ $1 . 65 00 
15 square yards existing gran- 
ite block paving relaid, 
gravel base, grout joints, 
@ $1.75 .... 26 25 
3,520 square yards bituminous 
concrete binder and as- 
phalt wearing surface 
furnished and laid on 
macadam foundation @ 
$2.11 .... 7,427 20 
75 square yards brick side- 
walks relaid @ 50c. . 37 50 



Carried forward . . . $7,647 05 $409 43 



Public Works Department. 



221 



Brought forward . . . $7,647 05 $409 43 

1 cover reset .... 3 00 

1 course of brick work laid . 50 



$7,650 55 
Less 15 per cent retained, 1,147 58 



6,502 97 



),912 40 



Congress street, from Dorchester avenue to Atlantic avenue. (Work done 
in 1918.) 

Engineering $52 96 

Inspection 37 41 

$90 37 



Corning street, from Tremont street across Porter street. Repaved with 
old granite blocks with grout joints, reset edgestone and relay brick 
sidewalks. Work done in conjunction with paving of Tremont street 
by contractor. 



$41 31 



Amount paid to James Doherty: 
153 linear feet existing edgestone 

reset @ 27c. 
336 square yards granite block 

paving hauled and laid, 

grout joints, @ $2.50 . 
115 square yards brick sidewalk 

relaid @ 45c. . 

Credit: Blocks, old granite 



Dorchester avenue, from Congress street to Summer street. (Work done in 
1918.) 



840 00 
51 75 


933 06 
13 00 






$920 06 







Engineering 



$5 76 



Dorchester avenue, from Andrew square to Savin Hill avenue. Length, 
5,830 linear feet. Area, 21,145 square yards. Edgestone reset, recut, 
granite block paving laid, wood block laid and artificial stone 
sidewalks constructed. 
Engineering $1,003 57 



Engineering expense . 

Inspection 

Edgestone 

Lumber 

Teaming 


$552 50 
360 41 


61 00 

1,439 31 

168 23 

11 20 

3 00 


Credit: Blocks, old granite 
Bricks, old sidewalk 


$2,686 31 
912 91 







Amount paid to William J. Barry under his 
contract: 
78 linear feet circular edge- 
stone set @ 30c. . $23 40 
8,542 linear feet existing edge- 
stone reset @ 20c. . 1,708 40 



Carried forward 



$1,731 80 



$1,773 40 



1,773 40 



222 City Document No. 26. 

Brought forward . . . $1,731 80 $1,773 40 
16,343 square yards existing 
granite block paving 
recut and relaid, con- 
crete base, sand bed 
and grout joints, @ 
$3,75 • 61,286 25 

1,723 square yards wood blocks 
furnished and laid, con- 
crete base, cement 
mortar bed etc., @ 
$5.90 . . . 10,165 70 

218 square yards existing 
brick sidewalks relaid 

@ 50c 109 00 

72,244 square feet artificial stone 
sidewalks furnished 
and laid @ 30c. . . 21,673 20 
1,113 square feet aritficial stone 
driveways furnished 
and laid © 40c. . 445 20 

21 Bradley head catch- 
basins reset @ $5 . 105 00 
17 covers reset @ $3 . . 51 00 
7 courses of brickwork laid 

@ 50c 3 50 

Extra work — Reset edge- 
stone, recut and relay 
granite block pave- 
ment, grout joints, on 
concrete base and lay 
artificial stone side- 
walk in Dorchester 
avenue, from Rawson 
street to Andrew sq. : 
3S linear feet circular edge- 
stone set @ 30c. 11 40 
1,486 linear feet existing edge- 
stone reset @ 20c. . 297 20 
1,252 square yards existing 
granite block paving 
recut and relaid, con- 
crete base, sand bed 
and grout joints @ 
$3.75 .... 4,695 00 
15,555 square feet artificial stone 
sidewalks furnished 
and laid @ 30c. . . 4,666 50 
102 square feet artificial stone 
drivewavs furnished 
and laid @ 40c. . . 40 80 
Extra work — Omit the 
relaying of granite 
block paving and sub- 
stituted the furnishing 
and laying of wood 
block pavement from 
south of Ralston street 
to bridge: 
1,732 square yards wood block 
pavement frunished 
and laid® $5.90 . 10,218 80 

Carried forward . . . $115,500 35 $1,773 40 



Public Works Department. 



223 



Brought forward 

Extra work — - Furnish 
and lay new wood 
blocks on existing con- 
crete base: 
150 square yards wood blocks 
furnished and laid on 
existing concrete base, 
@ $4.40 
Extra work — ■ Grade and 
macadamize approach- 
es on Dorchester 
avenue between rail- 
road bridge and Savin 
Hill avenue: 
1,069 square yards approaches 
graded and macadam- 
ized @, $1 . 
Extra work — Remove 
stumps and fill and 
grade on slopes. 
18 hours, forman, @ $1.25 . 
579 hours' labor @ 55c. 
1 day, timekeeper, @ $4 . 
Plus 15 per cent on 
$344.95 



$115,500 35 $1,773 40 



Less amount retained 



669 00 



1,069 00 



22 50 

318 45 

4 00 

51 74 

$117,626 04 
2,000 00 



115,626 04 



$117,399 44 



Dorchester street, from West Broadway to West Eighth street, 
not done). 



Engineering expense 
Advertising . 



50 16 
6 00 



(Work 



$6 16 



East Broadway, from Dorchester street to L street. Length, 2,755 linear 
feet. Area, 15,306 square yards. Edgestone reset, bitulithic pave- 
ment laid and artificial stone sidewalks constructed. 

Engineering . 
Engineering expense 
Inspection 
Edgestone 
Lumber 
Teaming 
Templets 

Amount paid to William Toon, splitting and 
driving, 35,697 granite blocks 



$714 36 


37 


ss 


1,152 


67 


249 


23 


14 


56 


3 


00 


7 00 


535 


45 



Amount paid to Warren Brothers Company, 
under contract : 
163 linear feet circular edge- 
stone set @ 50c. . $81 50 
5,257 linear feet existing edge- 
stone reset @ 40c. . 2,102 80 



2,714 15 



Carried forward 



$2,184 30 $2,714 15 



224 City Document No. 26. 

Brought forward . . _ . $2,184 30 $2,714 15 

147 square yards existing 
granite block paving 
relaid, gravel joints, 
@ $1.50 . . . 220 50 

1,914 square yards existing 
granite block paving 
relaid for dummy and 
brows of car tracks, 
concrete base, cement 
sand bed and grout 
joints, @ $4.32 . . 8,268 48 

22 square yards existing 
granite block paving 
relaid for edgings, con- 
crete base, cement sand 
bed, grout joints, @ 
$4.25 .... 93 50 

11,448 square yards concrete 
base and bitulithic 
wearing surface fur- 
nished and laid @ 
$3.77 .... 43,158 96 

103 square yards existing 
brick sidewalks relaid 

@ 60c 61 80 

68,982 square feet artificial 
stone sidewalks fur- 
nished and laid @ 
27c. . . . 18,625 14 

682 square feet artificial 
stone driveways fur- 
nished and laid @ 31c, 211 42 
12 covers reset @ $3 . . 36 00 
2 Bradley head catch- 
basins reset @ $5 . 10 00 
1 course of brickwork laid 

@ 50c 50 

Extra work — Furnish 
and lay 2-inch bitu- 
lithic wearing surface 
on macadam base for 
approaches where 
directed: 

131 square yards bitulithic 
wearing surface fur- 
nished and laid on 
macadam base @ $2.04 267 24 

Extra work — Relay ex- 
isting granite paving 
blocks on a gravel 
base with grout joints 
where directed: 
67 square yards granite 
blocks relaid, gravel 
base, grout joints, @ 
$2 . . . . . 134 00 



Carried forward . . . $73,271 84 $2,714 15 



Public Works Department. 225 

Brought forward . . . $73,271 84 $2,714 15 
Extra work — Load and 
haul recut granite 
blocks from Massachu- 
setts avenue lot: 
1,914 square yards recut gran- 
ite blocks loaded and 
hauled from Massachu- 
setts avenue lot @ 45c, 861 30 
Extra work — Furnish 
labor to cull and pile 
old paving blocks at 
city lot on East First 

1,312§ hours' labor @ 45c. . 590 63 

Plus 15 per cent on 

$590.63 ... 88 59 

Extra work — Haul sur- 
plus sidewalk brick to 
East First street and 
pile where directed. 
No allowance to be 
made for hauling: 



4 hours, foreman, @ 75c. . 
172 hours' labor @ 45c. 

Plus 15 per cent on 
$80.40 .... 


3 00 

77 40 

12 06 


74,904 82 

$77,618 97 

3,409 77 


• 


Credit: Blocks, old granite 
Bricks, old sidewalk 


$1,542 07 
1,867 70 


$74,209 20 



East First street, from H street across Summer street. Length, 1,687 linear 
feet. Area, 6,098 square yards edgestone set and reset, granite block 
pavement relaid, brick sidewalks laid. 

Engineering 

Engineering expense 

Inspection 

Edgestone, 1,935 feet straight, 1Q8 feet 5 

inch circular and 32 small corners 
Bricks, sidewalk, second-hand . 
Blocks, 174,821 old granite 

Advertising 

Photographs 



$396 


97 


23 


38 


439 


18 


2,618 


41 


1,611 


60 


3,982 


92 


6 


30 


40 00 



Amount paid to G. Ferullo Company, under 

contract: 
2,037 linear feet straight edge- 
stone and corners 
hauled and set @ 65c. $1,324 05 
109 linear feet circular edge- 
stone set @ 50c. . . 54 50 
1,010 linear feet existing edge- 
stone reset @ 40c. . 404 00 



J, 118 76 



Carried forward . . . $1,782 55 $9,118 76 



226 



City Document No. 26. 



Brought forward 
ISO square yards existing 
granite block paving re- 
laid, gravel joints, @, 
48c 

3,377 square yards granite block 
paving, gravel base, 
sand bed, grout joints, 
@ $1.15 .... 

1,521 square yards granite 
block paving hauled 
and laid, gravel base, 
sand bed and grout 
joints, @ $1.35 . . 

1,200 square yards existing 
granite block paving 
taken up, cleaned, piled 
and relaid, gravel base, 
sand bed and grout 
joints, @ $1.45 

1,756 square yards brick side- 
walks laid @ 50c. 
450 square yards existing 
brick sidewalks re- 
laid @ 45c. . 

3 Bradley head catch 

basins reset @ $5 
18 covers reset @ $3 

4 courses of brick work 

laid @ 50c. 
Extra work — ■ Remove 
edgestone already set 
and construct drive- 
ways: 
8 hours, foreman, @ 75c. . 
6 hours, edgestone setter, 

@ $1 

33 hours' labor @ 50c. . 
Plus 15 per cent on $28.50, 

5 hours, double team, @ $1, 



$1,782 55 



86 40 



3,883 55 



2,053 35 



1,740 00 
878 00 

202 50 

15 00 
54 00 

2 00 



6 00 



),118 76 



6 00 




16 50 




4 28 




5 00 






10,735 13 





$19,853 89 



East Fourth street, from K street across P street (unfinished). Length, 
2,813 linear feet. Area^ 12,082 square yards wood block pavement 
laid. 

Engineering . 

Engineering expense 

Inspection 

Edgestone 

Templets 

Advertising . 

Photograph . 

Labor, stonecutter 

Labor, resetting edgestone 

Labor, handling stock 

Labor, filling roadway 

Teaming 



$1,021 


(38 


46 


79 


1,096 09 


512 95 


27 


22 


12 


20 


16 00 


4 


50 


9 00 


28 


00 


63 


23 


35 


75 



Carried forward 



2,873 41 



Public Works Department. 227 



Brought forward . . _. . . . $2,873 41 
Amount paid to John E. Quinn, under con- 
tract: 

300 linear feet circular edge- 
stone set @ 35c. . . $105 00 
5,260 linear feet existing edge- 
stone reset @, 20c. .. 1,052 00 
7,900 square yards wood block 
pavement furnished 
and laid, concrete base, 
mortar bed, etc., @ 
$5.61 .... 44,319 00 
310 souare yards existing brick 

sidewalks relaid @ 50c, 155 00 

38,000 square feet artificial stone 
sidewalks, concrete base 
and wearing surface, 
furnished and laid @ 
22c 8,360 00 



$53,991 00 
Less 5 per cent retained . 2,699 55 



51,291 45 

$54,164 86 

Credit: Bricks, old sidewalk .... $65770 

Blocks, old paving 3,072 00 

3,729 70 

$£0,435 16 

Exeter street, from Boylston street to Commonwealth avenue. Edgestone 
reset and bitulithic pavement laid on macadam foundation and arti- 
ficial stone sidewalks laid. (Work done in conjunction with Newbury 
street.) 

Inspection $65 21 

Engineering expense 64 

Amount paid to Warren Brothers Company, 
under contract: 
944 linear feet existing edge- 
stone reset @ 25c. . $236 00 

2,245 square yards bitulithic 
wearing surface fur- 
nished and laid on mac- 
adam foundation @ 
$2.09 .... 4,692 05 

9,429 square feet artificial stone 
sidewalks furnished and 
laid @ 25c. . . . 2,168 67 

99 square feet artificial stone 
driveways furnished and 
laid @ 26c. ... 25 74 



$7,188 31 
Credit: Bricks, old sidewalk .... 417 40 



7,122 46 

$6,770 91 



Federal street, from Milk street to Dewey square. (Unfinished.) Length, 
1,293 linear feet. Area, 5,747 square yards. Existing granite block 
paving recut and relaid and wood block pavement laid. 



228 



City Document No. 26. 



Engineering 

Engineering expense 

Inspection 

Advertising 

Edgestone 

Photographs 

Amount paid to James Doherty, under con- 
tract : 
100 cubic yards gravel filling 

furnished @ $1 . . $100 00 

675 cubic yards concrete base 
furnished and laid @ 
$9.75 .... 6,581 25 

95 square yards existing gran- 
ite block paving relaid, 
gravel joints, @, 75c. . 71 25 

2,830 square yards existing gran- 
ite block paving recut 
and relaid, sand bed and 
grout joints, @> $1.83 . 5,178 90 

167 square yards existing gran- 
ite block paving relaid, 
sand bed and grout 
joints, @ $1.40 . 233 80 

1,127 square yards wood block 
pavement furnished and 
laid, mortar bed, sand 
joint filler, etc., @ $4.41, 4,970 07 

7 covers reset @ $3 . . 21 00 

Extra work — Load and 
haul to Massachusetts 
avenue lot old paving 
blocks inChanning 
street, from Federal 
street to Congress street : 
100 square yards old blocks 
loaded and hauled to 
Massachusetts avenue 
lot @ 50c. ... 50 00 

$17,206 27 
Less 15 per cent retained, 2,580 94 



$384 58 

3 60 

724 40 

5 85 

'8 67 

16 00 



14,625 33 



$15,768 43 



Green street, from Washington street to Call street. Length, 888 linear 
feet. Area, 2,725 square yards. Edgestone reset, Topeka pave- 
ment laid and artificial stone sidewalks laid. 



Engineering . 












$235 17 


Engineering expense 












8 05 


Inspection 












187 95 


Advertising . 












7 20 


Photographs 












16 00 


Teaming 












1 63 


Templets 












13 50 


Edgestone 












72 27 


Amount paid to Central Construction Com 




pany, under contract: 




48 linear feet circular edge- 




stone set @. 35 


c. 






$1 


6 8( 


) 



Carried forward 



$16 80 



$541 77 



Public Works Department. 



229 



Brought forward 


$16 80 


1,500 linear feet existing edge- 




stone reset @ 23c 


345 00 


45 square yards existing gran- 




ite block paving relaid, 




in driveways and edg- 




ings, concrete base, sand 




bed and grout joints, @ 




$3.25 .... 


146 25 


50 square yards existing gran- 




ite block paving relaid, 




gravel base, sand bed 




and grout joints, @ 




$1.30 


65 00 


2,660 square yards concrete base 




and Topeka wearing 




surface furnished and 




laid @ $3.75 


9,975 00 


1,100 square feet artificial stone 




sidewalks, concrete base 




and wearing surface 




furnished and laid @ 




21c. . . . 


231 00 




$10,779 05 


Less 15 per cent retained, 


1,616 86 



$541 77 



9,162 19 



),703 96 



Greenwich street, from Westminster street to Warwick street.) Length, 
362 linear feet. Area, 1,348 square yards. Artificial stone, 4,371 
square feet. Edgestone reset, Topeka pavement laid and artificial 
stone sidewalks constructed. 



Engineering 




$49 15 


Engineering expense . 




56 


Inspection 




27 61 


Advertising 




1 37 


Photographs .... 




16 50 


Amount paid to Central Construct 


ion Com- 




pany, under contract: 






643 linear feet existing edge- 






stone reset @ 3uc. 


$192 90 




6 square yards existing gran- 






ite block paving relaid, 






concrete base, sand bed, 






grout joints, @ $2.50 . 


15 00 




1,348 square yards concrete base 






and Topeka wearing 






surface furnished and 






laid © $3.75 


5,055 00 




20 square yards existing brick 






sidewalks relaid @ 50c, 


10 00 




4,371 square feet artificial stone 






sidewalks, concrete base 






and wearing surface fur- 






nished and laid,® 26c, 


1,136 46 




4 covers reset @ $3 


12 00 




10 courses of brickwork laid 




. 


@ 50c 


5 00 


6,426 36 










$6,521 55 



230 



City Document No. 26. 



Brought forward 
Credit: Bricks, old sidewalk 
Bricks, old granite 



m 90 
14 00 



5,521 55 
106 90 



§£,414 65 



Kilby street, from State street to Milk street. Length, 63S linear feet. 
Area, 3,551 square yards. Edgestone reset, wood block pavement 
laid, crosswalks at State street paved with granite block. 



Engineering . 
Engineering expense 
Inspection 
Photographs 
Advertising . 
Blocks . 

Amount paid to James 
contract : 

412 square yards existing con- 
crete base excavated 
and removed @ 50c. 
42S square yards existing con- 
crete base chipped and 
removed @ 60c. . 
236 cubic yards concrete base 
furnished and laid @ 

$10 

27 square yards granite block 
pavement hauled and 
laid, sand bed, grout 
joints, @ $1.70 
32 square yards existing gran- 
ite block paving relaid, 
sand bed and grout 
joints, @ $1.50 
3,524 square yards wood block 
pavement furnished and 
laid, mortar bed, sand 
joint filler and covering 
sand, @ $4.05 
500 square yards bitu- 
minous concrete binder 
and asphalt wearing sur- 
face furnished and laid 
@$2.10 . 
6 covers reset @ $3 . 
Extra work — Relay old 
wood block pavement 
at intersection of Milk 
street on account of 
change of grade: 
2 hours, foreman, @ $1.25, 
6 hours, paver, @ 87§c. 
26 hours' labor @ 55c. . 
Plus 15 per cent on 
$22.05 . 
10 bags cement @ 70c. . 
40 cubic feet sand @ 8c. 
12 square yards new block 
pavement laid @ $3.12, 



Doherty, under 



$206 00 



256 80 



2,360 00 



45 90 



4S 00 



14,272 20 



1,050 00 
IS 00 



$44S 75 

1 15 

609 50 

12 00 

S 60 

41 65 



2 50 

5 25 

14 30 


3 31 
7 00 
3 20 


37 44 



Carried forward 



. $18,329 90 $1,121 65 



Public Works Department. 231 

Brought forward . . . $18,329 90 $1,121 65 
Extra work — Repave de- 
pression in pavement in 
Kilby street caused by 
settlement over old 
trench : 
12 hours, paver, @ 87£c. 
12 hours' labor @ 55c. . 

Plus 15 per cent on $17.10, 
40 cubic feet sand @ 8c. 
8 bags cement @ 70c. 
5 square yards new " wood 
block pavement laid @ 
$3.12 
2 hours, double team, @ $1, 



Leverett street, from Green street to Charles street. (Work not started.) 

Engineering $38 52 

Engineering expense OS 

$38 60 

Main street, from City square across Alford street. (Unfinished.) Length, 

5,690 linear feet. Area, 30,685 square yards. Edgestone reset, recut. 
granite block paving laid and artificial stone sidewalks constructed. 

Engineering $1,246 22 

Engineering expense 82 17 

Inspection 1,823 80 

Advertising 12 60 

Edgestone 262 12 

Blocks, recut granite 13,515 00 

Photographs 20 00 



10 50 
6 60 

2 57 

3 20 
5 60 




15 60 
2 00 






18,375 97 

sun 107 fi° 









$16,961 91 
Credit: Bricks, old sidewalk .... 272 90 



Amount paid to William J. Barry, under con- 
tract : 

170 linear feet circular edge- 
stone set @ 30c. $51 00 
9,900 linear feet existing edge- 
stone reset © 20c. . 1,980 00 
1,250 square yards existing 
granite block paving 
relaid, gravel joints, @ 
75c. . . . . 937 50 
600 square yards granite 
block paving recut, 
hauled and laid, sand 
bed and grout joints 
(unfinished), @ $2.25, 1,350 00 
8,500 square yards granite 
block paving recut, 
hauled and laid, sand 
bed and grout joints, 
@ $3.50 . . . 29,750 00 



$16,689 01 



Carried forward . . . $34,068 50 $16,6S9 01 



126 00 



232 City Document No. 26. 

Brought forward . .. $34,068 50 $16,689 01 

17 374 square yards existing 
granite block paving 
recut and relaid, con- 
crete base, sand bed 
gd^ grout joints, @ ^^ qq 

252 square yards exist i n g 
brick sidewalks relaid 
@ 50c. . • . ■ . ■ 
52,390 square feet a r 1 1 fi c l a 1 
stone sidewalks, con- 
crete base and wearng 
surface furnished and 
laid @, 21c. . . . n > 0()1 9U 
100 square feet a r t i fi c i a 1 
stone driveways, con- 
crete base and wearing 
surface furnished and 
laid @ 25c. ... 25 00 

33 covers reset @ $3 . . 99 00 

7 Bradley head catch-bas- 

ins reset @ $5 . • 35 °° 

19 courses of brickwork 

laid @ 50c. .... 9 5U 

280 linear feet track basin 

drain, etc., laid @ ^ QQ 

10 cubic yards earth exca- 
vation above grade in 
outside trench for test 
pits, etc., @ $2 . . 20 00 

(Section 1. Article E. 
Overhaul.) 
900 tons recut granite blocks 
hauled from Massa- 
chusetts avenue lot (in- 
stead of from Dor- 
chester avenue lot) two 
miles overhaul @ He. 
per ton per half mile . 396 00 

$107,289 90 
7,600 square yards granite 
blocks bought by con- 
tractor @ 30c. . . 2, 280 00 

$105,009 90 
Less 15 per cent retained, 15,75 1 49 ^ ^ ^ 



$105,947 42 



EdUton e e a 'ri;rTop q eTa re pJvementSaid, artificial stone s,dewalks 

constructed. 

-v ■ $64 46 

Engineering 51 93 

Inspection 17 00 

Photographs j qq 

Advertising 

Carried forward 



Public Works Department. 



233 



Brought forward 




$135 29 


Amount paid to Central Construction Com- 


pany, under contract: 






9 linear feet circular edge- 






stone set @ 30c. . 


$2 


70 


768 linear feet existing edge- 






stone reset @ 25c. 


192 


00 


1,084 square yards concrete base 






and Topeka wearing sur- 






face furnished and laid 






@ $3.79 . . _ . 


4,108 


36 


4,695 square feet artificial stone 






sidewalks furnished and 






laid, concrete base and 






wearing surface, @ 26c, 


1,220 


70 


4 covers reset @ S3 


12 


00 


4 courses of brickwork laid 






@ 50c 


2 


00 




$5,537 


76 


Credit: Blocks, $70; bricks, $90, 


160 


00 







— 5,377 76 



>,513 05 



Moore street, from Bennington street to Saratoga street. For details and 
cost see Saratoga street, from Chelsea street to Bennington street. 

Newbern street, from Sterling street to Weston street. Length, 270 linear 
feet. Area, 603 square yards. Artificial stone, 2,523 square feet? 
Edgestone reset, Topeka pavement laid and artificial stone sidewalks 
constructed. 
Engineering . . $48 39 



Inspection 
Edgestone 
Advertising 
Photographs 



Credit: Bricks, $54; blocks,-$14 



Amount paid to Central Construction Com- 
pany, under contract: 
16 linear feet circular edge- 
stone set @ $0.35 . $5 60 
533 linear feet existing edge- 
stone reset @ 30c. . 159 90 
5 square yards existing 
granite block paving 
relaid, concrete base, 
sand bed and grout 
joints, @ $2.50 . . 12 50 
603 square yards concrete 
base and Topeka 
wearing surface fur- 
nished and laid @ $3.75, 2,261 23 
2,523 square feet artificial 
stone sidewalks, con- 
crete base and wearing 
ing surface, furnished 
and laid @ 26c. . . 655 98 



40 28 

23 18 

1 37 

9 50 

$122 72 
68 00 

$54 72 



3,095 23 



,149 95 



234 City Document No. 26. 

Newbury street, from Arlington street to Fairfield street. Length, 3,024 
linear feet. Area, 12,349 square yards. Edgestone reset, bitulithic 
pavement laid, artificial stone sidewalks constructed. 

Engineering $320 55 

Engineering expense 11 66 

Inspection 212 23 

Advertising 7 00 

Edgestone 51 97 

Lumber 7 24 

Teaming 3 00 

Labor, making templets 14 00 

Amount paid to Warren Brothers Com- 
pany, under contract: 
507.5 tons crushed stone fur- 
nished, placed, 
watered and rolled, 
@ $3.30 . . . $1,674 75 
5,915 linear feet existing edge- 
stone reset @ 25c. . 1,478 75 
40 square yards existing 
granite block paving 
relaid, sand bed, grout 
joints,® $2 . . . 80 00 
13,659 square yards bitulithic 
wearing surface fur- 
nished and laid on 
macadam foundation 
@ $2.09 . .... 28,547 31 
211 square yards existing 
brick sidewalks relaid 

@ 50c 105 50 

65,001 square feet artificial 
stone sidewalks fur- 
nished and laid @ 23c, 14,950 23 
140 square feet artificial 
stone driveways fur- 
nished and laid @ 
$0.26 .... 36 40 

9 Bradley head catch- 

basins reset @ $5 45 00 

12 covers reset @ $3 . . 36 00 

28 courses of brickwork laid 

@ 50c 14 00 

Section 1, Article E, 
overhaul : 
437 tons granite blocks 
hauled to Child street 
yard, West Roxbury, 
3 miles overhaul @ 
lie. per ton per § 
mile .... 288 42 

166 tons sidewalk bricks 
hauled to Highland 
street yard, Roxbury, 
1 mile overhaul @ lie. 
per ton per h mile . . 36 52 



47,292 88 



Credit: Blocks, old paving 
Bricks, old sidewalk 



13,063 10 
879 10 


$47,920 53 
3,942 20 





$43,978 33 



Public Wokks Department. 



235 



Parker street, from Conant street to Tremont street. Length, 653 linear 
feet. Area, 2,633 square yards. Edgestone reset, asphalt pavement 
laid, brick sidewalks relaid. 



Engineering 


$167 36 


Engineering expense .... 


4 90 


Inspection 


62 20 


Edgestone . . . 


103 68 


Advertising 


2 67 


Bricks 


27 78 




$368 59 


Credit: Blocks, old granite 


150 00 



$218 59 



Amount paid to the Bermudez 


Company, 


under contract: 




65 linear feet circular edge- 




stone set @ 35c. . 


$22 75 


1,100 linear feet existing edge- 




stone reset % 30c. 


330 00 


70 square yards existing 




granite block paving 




relaid, gravel joints, @ 




$1 . . 


70 00 


25 square yards existing 




granite block paving 




relaid, gravel base, 




sand bed and grout 




joints, @ $1.75 


43 75 


2,540 square yards bituminous 




concrete binder and 




asphalt wearing sur- 




face furnished and laid 




on macadam founda- 




tion @ $2.11 . 


5.359 40 


95 square j'ards brick side- 




walks laid @ 60c. 


57 00 


825 square yards existing brick 




sidewalks relaid @ 50c, 


412 50 


6,778 bricks loaded and hauled 




from South End Paving 




Yard, Albany street, @ 




$3.50 per M . 


23 72 




$6,319 12 


Less 15 per cent retained . 


947 87 



5,371 25 



3,589 84 



Rutherford avenue, from Chapman street to Cambridge street. 
not started.) 

Engineering $474 41 

Engineering expense 1 96 

Photographs 20 00 

Advertising 7 00 



(Work 



$503 37 



Saratoga street, from Chelsea street to Bennington street. Length, 5,924 
linear feet. Area, 27,350 square yards. Edgestone set and reset, 
asphalt pavement laid, artificial stone sidewalks furnished and laid. 
Unfinished work from 1918.) 



236 City Document No. 26. 

Engineering $1 127 2 Q 

Hingineenng expense . . . 150 24 

Inspection ; 388 91 

Edgestone 135 86 

Lumber 283 82 

n j-+ r»i 1 u • $2,086 12 

Credit: Blocks, old granite . . $312 10 
Bricks, old sidewalk . . 895 70 

1,207 80 

15878 'V? 
Amount paid the Berrnudez Company, under 
contract : 
2,450 linear feet straight edge- 

stone set @ 28c. . $686 00 

293 linear feet circular edge- 
stone and corners set 

@ 30c 87 90 

7,066 linear feet existin edge- 
stone reset @ 28c. . 1,978 48 
9 square yards existing 
granite block paving 
relaid, gravel joints, @ 
i(T $1-25 .... 11 25 
17square yards existing 
granite block paving 
relaid, for brows of car 
tracks, concrete base, 
cement sand bed and 
grout joints @ $3.50 . 59 50 
255 square yards existing 
granite block paving 
relaid or edgings and 
driveways, concrete 
base, grout joints, etc., 
@ $3.50 ... 892 50 
27,350 square yards concrete 
base, bituminous con- 
crete binder asphalt 
wearing surface fur- 
n i s h e d and laid @ 
o $3-42 . . . 93,537 00 
28 square yards existing 
brick sidewalks relaid 

tntn @60c 16 80 

4,646 square feet artificial 
stone sidewalks fur- 
nished andlaid @ 

27fc 1,277 65 

60,440 square feet artificial 
stone sidewalks fur- 
nished and laid on 
existing foundation @ 

OA 215C 12,994 60 

64 square f e e ( t artificial 
stone driveways 
furnished and laid @ 
35c 22 40 



Carried forward . . . $111,564 08 $878 32 



Public Works Department. 237 

Brought forward . . . $111,564 08 $878 32 

1,126 square feet artificial 
stone driveways 
furnished and laid on 
existing foundation @ 
29c* .... 326 54 

16 covers reset @ $3 . . 48 00 

14 courses of brickwork 

laid @ 50c. ... 7 00 

Extra work — ■ Fur- 
nish and lay asphalt 
pavement on macadam 
foundation and regu- 
late in Moore street, 
between Saratoga and 
Bennington streets : 

154 linear feet existing edge- 
stone reset @ 28c. . 43 12 

553 square yards asphalt 
pavement furnished 
and laid on macadam 
foundation @ $2.10 . 1,16130 

565 square feet artificial 
stone sidewalks fur- 
nished and laid @ 
21|c* .... 121 48 

25 square yards brick side- 
walks relaid @ 60c. . 15 00 
Extra work — ■ Reset 
edgestone, relay 
granite block paving, 
lay artificial stone 
sidewalks and furnish 
and lay asphalt pave- 
ment on macadam 
foundation in Sara- 
toga street and Chel- 
sea street, from Sara- 
toga street to Ben- 
nington street : 

712 linear feet edgestone re- 
set @ 28c. ... 199 36 
59 square yards granite 
block paving relaid, 
concrete base, grout 
joints, @ $3.50 . . 206 50 
2,369 square yards asphalt 
pavement furnished 
and laid on macadam 
foundation © $2.10 . 4,974 90 
7 square yards brick side- 
walks relaid @ 60c. . 4 20 
6,449 square feet artificial 
stone sidewalks fur- 
nished and laid @ 
21k.* .... 1,386 54 



Carried forward . . . $120,058 02 $878 32 

* Decrease of six cents per square foot. 



238 



City Document No. 26. 



Brought forward 

Extra work — Omit arti- 
ficial stone sidewalks 
on westerly side, in 
front of vacant land, 
between West street 
and Boardman street, 
and substitute laying 
of brick sidewalks: 

893 square yards brick side- 
walks laid @ 75c. 



Less amount paid in 1918, 



$120,058 02 $878 32 



669 75 



727 77 
68,196 13 



52,531 64 



$53,409 96 



Shirley street, from Massachusetts avenue about 400 feet southerly. 
Length, 400 linear feet. Area, 2,707 square yards. Edgestone set 
and reset, granite block paving laid, brick sidewalks relaid. 



Engineering . 
Engineering expense 
Inspection 
Photographs 
Edgestone 

Blocks, 71,000 old granite 
Bricks, 16,800 old sidewalk 
Advertising .... 
Amount paid to Gore Co., Inc., under contract : 
863 linear feet existing edge- 
stone reset @ 21c. . $181 23 
2,033 square yards granite 

block paving hauled and 

laid, gravel base, sand 

bed and grout joints @ 

$1.45 . . . . 2,947 85 

674 square yards existing 

granite block paving 

taken up, cleaned, piled, 

and relaid, gravel base, 

sand bed and grout 

joints @ $1.25 . . 842 50 

837 square yards existing brick 

sidewalks relaid @ 60c. 502 20 

10 covers reset <& $3 . . 30 00 



$119 43 

7 35 

120 82 

24 00 

19 56 

2,130 00 

168 00 

6 30 



4,503 78 



$7,099 24 



Smith street, from Huntington avenue to St. Alphonsus street. Length, 584 
linear feet. Area, 1,774 suarqe yards. Edgestone reset, asphalt 
pavement laid, brick sidewalks relaid. 



Engineering 


$115 19 


Engineering expense . 


13 60 


Inspection 


138 31 


Edgestone 


102 92 


Advertising 


2 66 


Bricks, old sidewalk . 


244 00 




$616 68 


Credit: Blocks, old granite 


170 00 




$446 68 



Public Works Department. 



239 



Brought forward 


$446 68 


Amount paid to the Bermudez Company, under 


contract: 




25 linear feet circular edge- 




stone set @ 35c. 


$8 75 


860 linear feet existing edge- 




stonc reset @, 30c. 


258 00 


15 square yards existing 




granite block paving 




relaid, gravel joints, @ 




$1 


15 00 


35 square yards existing 




granite block paving 




relaid, gravel base, 




sand bed and grout 




joints @ $1.75 . 


61 25 


1,735 square yards bituminous 




concrete binder and 




asphalt wearing sur- 




face furnished and laid 




on macadam founda- 




tion @ $2.11 


3,660 85 


7 square yards brick side- 




walks laid @ 60c. 


4 20 


600 square yards existing 




brick sidewalks relaid 




@50c 


300 00 


14,400 bricks loaded and hauled 




from South End Pav- 




ing Yard, Albany 




street, @, $3.50 per M., 


50 40 


2 covers reset @ $3 . 


6 00. 


1 Bradley head catch-basin 




reset @ $5 . 


5 00 


6 courses of brickwork 




laid @ 50c. . 


3 00 




$4,372 45 


Less 15 per cent retained, 


655 87 




°l 71 fi tt 




o, / ±o DO 




■ $4,163 26 



Smith street, from Phillips street to Parker street. Length 609 linear feet. 
Area, 1,759 square yards. Edgestone reset, asphalt pavement laid, 
brick sidewalk relaid. 



Engineering 




$84 73 


Engineering expense . 




1 20 


Inspection 




15 66 


Bricks, old sidewalk . 




294 00 


Teaming 




70 00 


Labor, handling stock 




21 00 


Amount paid to the Bermudez Comp 


any, under 




contract : 






35 linear feet circular edge- 






stone set @ 35c. . 


$12 25 




1,100 linear feet existing edge- 






stone reset @ 30c. 


330 00 




18 square yards existing 






granite block paving re- 






laid, gravel base, sand 






bed, and grout joints 






@ $1.75 .... 


31 50 





Carri ed forward 



$373 75 



$486 59 



240 City Document No. 26. 

$486 59 



Brought forward 


$373 75 


1,750 square yards bituminous 




concrete binder and 




asphalt wearing sur- 




face furnished and 




laid on macadam 




foundation @ $2.11 . 


3,692 50 


220 square yards brick side- 




walks laid @ 60c. 


132 00 


570 square yards existing 




brick sidewalks relaid 




@50c 


285 00 


13,200 bricks loaded and hauled 




from South End Paving 




Yard, Albany street, @ 




$3.50 per M. 


46 20 




$4,529 45 


Less 15 per cent retained, 


679 42 



3,850 03 
$4,336 62 



State street, from Commercial street to Atlantic avenue. (Work done in 
1918.) 
Inspection $37 38 

Sterling street, from Washington street to Tremont street. Length, 1,729 
linear feet. Area, 5,724 square yards. Edgestone reset, Topeka 
pavement laid, artificial stone sidewalks constructed. 

Engineering . $204 31 

Engineering expense 7 82 

Inspection 158 72 

Edgestone 404 75 

Photographs 25 00 

Advertising 1 90 

$802 50 
Credit: Bricks, old sidewalks . $484 75 

Credit: Blocks, old granite . 38 00 

— 522 75 

$279 75 
Amount paid to Central Construction Com- 
pany, under contract: 
231 linear feet straight edge- 
stone and corners 
hauled and set @ 38c. $87 78 

113 linear feet circular edge- 
stone set @ 30c. . . 33 90 
3,186 linear feet existing edge- 
stone reset @ 25c. . 796 50 
527 square yards existing 
granite block paving re- 
laid, gravel joints, @ 

90c 474 30 

5,724 square yards concrete 
base and Topeka wear- 
ing surface furnished 
and laid @ $3.79 . _ . 21,693 96 
116 square yards brick side- 
walks relaid @ 30c. . 34 80 

Carried forward . . . $23,121 24 $279 75 



Public Woeks Department. 



241 



Brought forward 
22,198 square feet artificial stone 
sidewalks furnished 
and laid, concrete base 
and wearing surface @ 
26c. ... 
116 square feet artificial stone 
foundation furnished 
and placed @ 5§c. 
9 covers reset @ $3 
22 courses of brickwork laid 
@50c. 
Extra work — Remove 
tree on Sterling street 
near Shawmut avenue: 
9 hours, foreman, @ 75c. . 
63 hours labor @ 45c. . 
Plus 15 percent on $35.10, 
2 hours auto truck @ $3.75, 
Extra work — Lay Topeka 
pavement on old con- 
crete base in Cabot 
street approach to Ster- 
ling street: 
25 square yards Topeka 
pavement laid @ $2 



$23,121 24 $279 75 



5,771 4S 



6 49 
27 00 

11 00 



6 75 

28 35 
5 27 

7 50 



50 00 



29,035 08 



$29,314 83 









$333 95 








22 36 








420 12 








12 00 








6 80 








84 00 








153 00 








17 44 



John McCourt Company, 



$361 00 



Summer street, South Boston, from Fort Point channel to bridge over 
New York, New Haven & Hartford Railroad. Length, 1,030 linear 
feet. Area, 7,615 square yards. Edgestone reset, granite block 
paving relaid and artificial stone sidewalks constructed. 

Engineering . 

Engineering expense 

Inspection 

Photographs 

Advertising . 

Bricks 

Blocks . 

Edgestone 

Amount paid to 
under contract 

1,444 linear feet existing edge- 
stone reset @ 25c. 
206 square yards granite 
block paving recut, 
hauled and laid, con- 
crete base, sand bed 
and grout joints, @ 
$3.35 .... 
7,409 square yards existing 
granite block paving, 
recut and relaid, con- 
crete base, sand bed 
and grout joints, @ 
$3.35 .... 

15,393 square feet artificial stone 
foundation furnished 
and placed, @ 4c. 

Carried forward 



690 10 



24,820 15 



615 72 



$26,486 97 $1,049 67 



242 City Document No. 26. 

Brought forward . _ . . $26,486 97 $1,049 67 
15,393 square feet artificial stone 
sidewalks, concrete 
base and wearing sur- 
face furnished and laid, 

@ 29c 4,463 97 

6 covers reset @ $3 . . 18 00 

3 courses of brickwork 

laid @ 50c. . 1 50 

Extra work — backfill 
edgestone trench with 
old artificial stone and 
grout same : 
375 linear feet edge s t on e, 
trench backfilled with 
old artificial stone and 
grouted @ 36c. . . 135 00 

Extra work — Break out 
old artificial stone side- 
walks, set edgestone, 
pave roadway and 
brick sidewalks in Mel- 
cher street where 
directed: 
37 1 linear feet existing edge- 
stone reset @ 25c. . 92 75 
696 square yards existing 
granite block paving 
relaid, gravel joints, @ 

60c 417 60 

361 square yards existing 
brick sidewalks relaid 

@ 40c 144 40 

1,625 square feet old artificial 
stone sidewalks broken 
out @ 4c. . 65 00 

Extra work — Haul side- 
walk bricks from East 
Fourth street, East 
First street and Atlan- 
tic avenue: 
Bricks loaded and hauled, 37 00 



31,862 19 

$32,911 86 

Sussex street, from Hammond street to Warwick street. Length, 276 
linear feet. Area, 546 square yards. Artificial stone, 1,927 square 
feet. Edgestone reset. Topeka pavement laid and artificial stone 
sidewalks constructed. 



Engineering . 
Engineering expense 
Inspection 
Photographs 
Advertising . 
Amount paid to Central Construction Com- 
pany, under contract: 
611 linear feet existing edge- 
stone reset @ 30c. . $183 30 
546 square yards concrete base 
and Topeka wearing 
surface furnished and 
laid @ $3.75 . . . 2,047 50 



$78 57 

64 

32 22 

17 50 

1 37 



Carried jorward . . . $2,230 80 $130 30 



Public Works Department. 



243 



Brought forward 

28 square yards existing 
brick sidewalks relaid 

@50c 

1,927 square feet artificial stone 
sidewalks, concrete base 
and wearing surface fur- 
nished and laid @ 26c, 
5 covers reset @ $3 

15 courses of brick work laid 
@ 50c. . 
Extra work — Grade ap- 
proaches to street and 
lay Topeka pavement on 
old macadam founda- 
tion: 



$2,230 80 



14 00 



501 02 
15 00 

7 50 



$130 30 



54 square yards Topeka pave- 
ment laid on old mac- 
adam foundation @ $2, 


108 00 


2,876 32 






$91 00 
44 10 




edit: Blocks, old granite 
Bricks, old sidewalk 


$3,006 62 
135 10 








$2,871 52 







Tremont street, from Common street to Castle street. Length, 1,200 linear 
feet. Area, 4,406 square yards. Edgestone reset, granite block 
pavement laid, artificial stone sidewalks constructed. 



Engineering .... 






$481 02 


Engineering expense . 






21 09 


Inspection . . 






476 29 


Edgestone . . 






93 78 


Lumber .... 






9 66 


Testing granite blocks 






135 00 


Wood blocks 






45 00 


49 linear feet circular edge- 






stone set @ 30c. . 


$14 7C 


1 


1,96S linear feet existing edge- 






stone reset @ 27c. 


531 3C 




780 cubic yards concrete base 






furnished and laid (5 






$10.30 . 


8,034 0C 




107 square yards existing 






granite block paving 






relaid, gravel joints, @ 






75c 


80 21 




4,406 square yards granite 






block paving furnishec 






and laid, cement sane 






bed, grout joints, etc., 






@ $4.99 


21,985 94 




822 square yards existing 






granite block paving 






relaid, cement sane 






bed, grout joints 






@ $2 . 


1,64 


4 00 





Carried forward 



$32,290 25 $1,261 84 



244 



City Document No. 26. 



Brought forward 
242 square yards existing 
brick sidewalks relaid 

@45c 

15,396 square feet artificial 
stone sidewalks fur- 
nished and laid @ 
22^c* 
12 covers reset @ S3 . 
2 Bradley head catch- 
basins reset @ So 
4 courses of brickwork laid 

@ 50c 

Extra work — Excavate 
and remove old ties 
and concrete base in 
Shawmut avenue, at 
Tremont street, on ac- 
count of change in 
grade and clean pitch 
from granite blocks: 
IS hours, foreman, @ 75c, 
388 hours' labor @ 50c. 

Plus 15 per cent on 
$207.50 . ' . 
44 hours, double team, @ 



Credit: Blocks, old granite 
Bricks, old sidewalk 



>,290 25 $1,261 84 
108 90 



3,464 10 
36 00 



10 00 
2 00 



13 50 
194 00 

31 13 

44 00 


36,193 88 




S3, 698 50 
336 20 


$37,455 72 
4,034 70 





$33,421 02 



Tremont street, from Castle street to Dover street. Length, 830 feet. 
Area, 4,877 square yards. Edgestone reset, recut granite block 
laid in brows and dummy, Topeka pavement laid, artihcial stone 
sidewalks laid. 
Engineering $334 08 



Engineering expense . 




20 35 


Inspection 




528 02 


Edgestone 




57 67 


Templets 




26 69 


Wood blocks .... 




5 63 




$972 44 


Credit : Bricks, old sidewalk 


$112 70 




Blocks, old paving 


104 50 


217 20 








$755 24 


Amount paid to Rowe Contracting 


Company, 




under contract: 






36 linear feet circular edge- 






stone reset @, 50c. 


$18 00 




1,086 linear feet existing edge- 






stone reset @ 40c. 


434 40 




62 square yards existing 






granite block paving 






relaid, gravel joints, 






@$1.50 


93 00 




Carried forward 


$545 40 


$755 24 



* Decrease of 6 cents per square foot. 



Public Works Department. 245 

Brought forward . . . $545 40 $755 24 

591 square yards existing 
granite block paving 
recut and relaid, grout 
joints, including con- 
crete base (dummy or 
brows) @ $3 . 1,773 00 

15 square yards existing 
granite block paving 
recut and relaid, grout 
joints, including con- 
crete base (for edg- 
ings), @ $3.60 . 54 00 
4,271 square yards concrete 
base and Topeka wear- 
ing surface furnished 
andlaid©$3.40 . . 14,52140 
12 square yards existing 
brick sidewalks relaid 
@ 50c. . . 6 00 
12,349 square feet artificial 
stone sidewalks fur- 
nished and laid @ 35c, 4,322 15 
93 square feet artificial 
stone driveways fur- 
nished and laid @ 35c, 32 55 
1 Bradley head catch-basin 

reset @ $5 . . . 5 00 

5 covers reset @ $3 . . 15 00 

Extra work — Reset 
edgestone, etc, in 
Appleton street, from 
Tremont street to 
Berkeley street : 
32 linear feet circular edge- 
stone set @ 50c . 16 00 
764 linear feet existing 

edgestone reset @ 40c , 305 60 

1,560 square yards granite 
block paving relaid, 
grout joints, @ $1.75 . 2,730 00 

720 square yards brick side- 
walks relaid © 50c . 360 00 
Extra work — Relay ex- 
isting granite block 
paving in Compton 
street from Tremont 
street across Albion 
street : 
579 square yards granite 
block paving relaid, 
grout joints, @ $1.75 . 1,013 25 
Extra work — Bar up 
and haul to Massachu- 
setts avenue lot, as 
directed, old block in 
Compton street and 
haul from lot suitable 
block : 
35 hours, foreman, © 75c, 26 25 
175 hours' labor @ 45c . 78 75 
Plus 15 per cent on $105, 15 75 



Carried forward . . . $25,820 10 $755 24 



246 



City Document No. 26. 



Brought forward . . . $25,820 10 
44 hours, double team, @ 

$1 44 00 



$755 24 
25,864 10 



,619 34 



Tremont street, from Dover street to Northampton street. (Unfinished.) 
Length, 3,850 linear feet. Area, 27,340 square yards. Edgestone 
reset, granite block pavement relaid and sheet asphalt pavement 
laid. 

Engineering $623 03 

Engineering expense 6 90 

Advertising 7 20 

Blocks, recut granite 950 00 

Amount paid to B. E. Grant Company, under 

contract : 
461 square yards granite blocks 
recut, hauled and laid in 
dummy of car tracks, con- 
crete base, sand bed and 
grout joints, @ $3.75 . $1,728 75 
Extra work — Make road- 
way safe at brows on ac- 
count of change of grade 
in track: 
Making roadway safe . . 50 00 



Less 15 per cent retained 



1,778 75 
266 81 



1,511 94 



$3,099 07 



Tremont street, from Hammond street to William Pynchon square. Lengthk 
3,550 linear feet. Area, 19,368 square yards. Edgestone reset, brie 
sidewalks^relaid, recut granite block pavement laid. 



Engineering . 

Engineering expense 

Inspection 

Edgestone 

Photographs 

Advertising . 

Bricks . 

Blocks . 

Amount paid to Bernard E. Grant Company, 
under contract: 
337 linear feet circular edge- 
stone set @ 40c. . . $134 80 
6,324 linear feet existing edge- 
stone reset @ 25c. . 1,581 00 
3,277 cubic yards concrete base 
furnished and laid @ 
$8.70 . . . . 28,509 90 
1,425 square yards existing 
granite block paving 
relaid, gravel joints, @ 
$1.50 . . . . 2,137 50 

19,638 square yards existing 
granite block paving 
recut and relaid, sand 
bed and grout joints, 
@ $2 . . . . 39,276 00 



51,443 22 

78 06 

1,209 24 

499 66 

20 00 

6 30 

1,334 00 

105 00 



Carried forward 



$71,639 20 $4,695 48 



Public Works Department. 247 

Brought forward . . . $71,639 20 $4,695 48 
6,542 square yards existing 
brick sidewalks relaid 
@ 30c. . . . . 1,962 60 

87,200 sidewalk paving bricks 
loaded and hauled from 
Massachusetts avenue 
lot @ 50c. per M. . 43 60 

56 covers reset @ $3 . . 168 00 

89 courses of brickwork laid 

@ 50c 44 50 

Extra work — Cut out 
concrete around Boston 
Elevated poles and 
break out artificial 
stone sidewalks at 
Texas street: 
7 hours, foreman, @ $1 . 7 00 

6 hours, edgestone setter, 

@ $1 . 6 00 

64 hours' labor @ 60c. . 38 40 

Plus 15 per cent on 

$51.40 .... 7 71 

Extra work — Furnish 
crushed stone and make 
approaches at Cunard 
and Terry streets: 
10 hours' labor @ 60c. . 6 00 

Plus 15 per cent on $6 . 90 

16| tons crushed stone fur- 
nished @ $3 . . . 48 38 
Extra work — Relay ex- 
isting granite blocks, 
grout joints, at ap- 
proach to Hammond 
street: 
43 square yards existing 
granite blocks relaid, 
grout joints, @ $1.50 . 64 50 
Extra work — ■ Relay old 
brick block pavement 
in Whittier street at 
the Tremont street ap- 
proaches: 
9 square yards brick block 

pavement laid @ $1 . 9 00 

Extra work — Haul side- 
walk bricks from South 
Boston Paving Yard: 
46,200 bricks hauled from South 
Boston yard @ $3 per 

M 138 60 

74,184 39 

$78,879 87 



Warwick street, from Hammond street to Ruggles street. Length, 1,368 
linear feet. Area, 4,140 square yards. Edgestone reset, Topeka pave- 
ment laid and artificial stone sidewalks constructed. 

Engineering $192 27 

Engineering expense 3 99 

Inspection Ill 99 

Edgestone 445 13 

Carried forward $753 38 



248 City Document No. 26. 

Brought forward $753 38 

Photographs 29 00 

Advertising 1 90 



$784 2S 
Credit: Blocks. $85; brick, $84 . . . 169 00 



Amount paid to Central Construction Com- 
pany, under contract: 
206 linear feet straight edge- 
stone and corners 
hauled and set @ 38c, $78 28 

131 linear feet circular edge- 
stone set @ 30c. . 39 30 
2,254 linear feet existing edge- 
stone reset @ 25c. . 563 50 
52 square yards existing 
granite block paving 
relaid, concrete base, 
sand bed, grout joints, 
@ $2.90 ... 150 80 
4,140 square yards concrete 
base and Topeka wear- 
ing surface furnished 
and laid © $3.79 . 15,690 60 
23 s q u a r e yards existing 
brick sidewalks reaid 

@ 30c 6 90 

15,011 square feet artificial stone 
sidewalks f u rnished 
and laid, concrete base 
and wearing surface, @ 

26c 

10 covers reset @ $3 . 
30 courses of brickwork laid 
@ 50c 



$615 2S 



3,902 86 
30 00 




15 00 


20,477 24 

$21,092 52 





Washington street, from Forest Hills to Archdale road. Length, 2,738 
linear feet Area, 13,386 square yards (including track). Edgestone 
set and reset, granite block pavement laid, artificial stone sidewalks 
constructed. Unfinished work from 1918. Work completed May 31, 
1919. 



Engineering 




$321 40 


Engineering expense . 




36 Q7 


Inspection 




445 57 


Photographs .... 




20 00 


Templets .... 




8 80 


Amount paid to Simpson Brothers 


Corpora- 




tion, under contract: 






Removing trees, bushes, 






etc. 


$100 00 




4,521 linear feet straight edge- 






stone and corner 






hauled and set @ 35c, 


1,582 35 




185 linear feet circular edge- 






stone set @ 30c. 


55 50 





Carried j or ward . . . $1,737 85 $831 S4 



Public Works Department. 249 

Brought forward . . . $1,737 85 $831 SI 

736 linear feet existing edge- 
stone reset @ 25c. . 184 00 
10,584 square yards granite 
block paving furnished 
and laid, cement sand 
bed, grout joints, etc., 
@ $5.98 . . . 63,292 32 



37,262 square feet artificial stone 




sidewalks furni shed 




and laid @ 25c. . 


9,315 50 


65 covers reset @ $3 . 


195 00 


Extra work — Relay 




granite block paving 




with cement grout 




joints and cement sand 




bed in 6-inch cement 




concrete base in Wash- 




ington street at bend 




north of railroad 




bridge: 




97 square yards granite 




block paving relaid, 




grout joints, @, $3 


291 00 


Extra work — Light 




dummy where directed: 




28 nights' lighting dummy 




@$3.40 


95 20 


Extra work — Pile block 




left on street to be used 




in patching dummy : 




1 day, foreman, @ $6 


6 00 


14| days' labor @ $4 . 


56 50 


Plus 15 per cent on 




$62.50 .... 


9 38 


| day, double team, @ $8 . 


3 00 


Extra work — Grade ap- 




proaches as directed: 




f day, foreman. @ $6 


4 50 


9 days' labor @ $4 . 


36 00 


Plus 15 per cent on 




$40.50 .... 


6 08 


1| days, double team, @ $8, 


9 00 


Extra work — Cut sewer 




sheathing (buried): 




5 days' labor @ $4 . 


20 00 


Plus 15 per cent on $20, 


3 00 


Extra work — Furnish 




stonecutter to dress 




back of edgestone at 




hydrants where d i - 




rected: 




1| davs, stonecutter, @ $7, 


8 75 


Plus 15 per cent on $8.75, 


1 31 


Extra work — Remove 




tree and stump near 




Arboretum road: 




Removing tree and 




stump .... 


200 00 



Carried forward . . . $75,474 39 $831 84 



250 



City Document No. 26. 



Brought forward 

Less 78-f e e t 6-inch 
of straight edgestone 
broken by contractor, 



Less amount paid 
1918 . 



Amount due 



$75,474 39 

94 99 

$75,379 40 
38,332 60 



$831 84 



37,046 80 



$37,878 64 



Washington street, Brighton, from Market street across Tremont street. 
Length, 4,120 linear feet. Area, 7,402 square yards. Edgestone set 
and reset, granite block pavement laid, artificial stone sidewalks and 
driveways constructed. (Unfinished.) 



Engineering 




$636 29 


Engineering expense . 




17 85 


Inspection 




580 15 


Advertising 




7 40 


Edgestone 




2,164 58 


Blocks 




2,118 70 




$5,524 97 


Credit: Bricks, old sidewalk 




164 77 




$5,360 20 


Amount paid to Warren Brothers ( 


Company, 




under contract : 






10 cubic yards rock excava- 






tion @ $5 


$50 00 




1,900 linear feet straight edge- 






stone hauled and set @, 






40c. 


760 00 




139 linear feet circular edge- 






stone set @ 40c. . 


55 60 




3,056 linear feet existing edge- 






stone reset @ 30c. 


916 80 




1,480 linear feet crushed stone 






and concrete founda- 






tion furnished and 






placed @ 24c. 


355 20 




474 cubic yards concrete base 






furnished and laid @ 






$9 . 


4,266 00 





244 square yards existing 
granite block paving re- 
laid, gravel joints, @ 

$1 

2,125 square yards granite block 
paving hauled and laid, 
in dummy, sand bed 
and grout joints, @ 
$2.30 .... 

582 square yards existing 
granite block paving re- 
cut and relaid in 
dummy, sand bed and 
grout joints, @ $2 

Carried f rward 



244 00 



4,887 50 



1,164 00 



$12,699 10 $5,360 20 



Public Works Department. 251 

.15,360 20 



Brought forward 


$12,699 10 


155 square yards existing 




granite block paving re- 




cut and relaid. in brows 




of car tracks, sand bed 




and grout joints, @ $2, 


310 00 


4,296 square yards bitulithic 




wearing surface fur- 




nished and laid on 




macadam foundaton 




@ $2.23 .... 


9,580 08 


66 square yards existing 




brick sidewalks relaid 




@ $1 . . , . 


66 00 


51,477 square feet artificial stone 




foundation furnished 




and placed @ 7c. . 


3,603 39 


22,780 square feet artificial stone 




sidewalks, concrete base 




and wearing surface 




furnished and laid, @ 




24c. . . 


5,467 20 


1,000 square feet artificial stone 




driveways, co n c r e te 




base and wearing sur- 




face furnished and laid 




@ 30c 


300 00 


24 covers reset @ $3 . 


72 00 


4 Bradley head catch-basins 




reset @ $5 


20 00 


44 courses of brickwork 




laid @ 50c. . 


22 00 




$32,139 77 


Less 15 per cent retained, 


4,820 97 



27,318 80 

- — $32,679 00 



Washington street, from Beach street across Kneeland street. (Work not 
started.) 



Engineering $102 61 

Advertising 12 50 



$115 11 



West Broadway, from Dorchester avenue to A street. (Unfinished work 
from 1917.) 

Amount paid to Boston Elevated Railway Company: 
2,365 square yards granite block paving on concrete base 

with grout joints $827 75 

West Broadway, from F street to Dorchester street. (Work not done.) 

Engineering $17 72 

Advertising 6 00 

Photographs 12 00 

• $35 72 

Westminster street, from Hammond street to Ruggles. Length, 1,152 
linear feet. Area, 3,929 square yards. Edgestone reset, Topeka 
pavement laid, artificial stone sidewalks constructed. 






City Document No. 26. 



Engineering $174 27 

Engineering expense 3 'JO 

Inspection 129 42 

Edgestone 303 59 

Photographs 25 00 

Advertising 1 90 

Templets ... . 31 S4 

Amount paid to Central Construction Com- 
v. under contract: 
36 linear feet straight edge- 
stone and corners 
hauled and set @ 38c. $32 68 

125 linear feet circular edge- 
stone set @ 30c. . 37 50 
1,884 Linear feet existing edge- 
stone reset @ 25c. . 471 00 
'Jo square yards existing 
granite block paving re- 
laid, concrete base, sand 
bed. grout joints. 
-: K) .... 75 40 
3,929 square yards concrete base 
and Topeka wearing 
surface furnished and 
laid @ $3.79 14,890 91 
'Jo square yards existing brick 

sidewalks relaid @ 30c., 7 SO 

L3,879 square feet artificial stone 
sidewalks f u r n i s h e d 
and laid, concrete base 
and wearing surface 

26c. . 3,608 54 

11 covers res S3 . 33 00 

10 courses of brickwork laid 

50c 5 00 

19.101 S3 



S19.S31 05 



Credit: Bricks, old sidewalk . S470 00 

Blocks, old paving . . 105 00 



071 00 
$19,160 05 



Wesi Tom Warwick street to Tremont street. Length, 555 linear 

feet. Area. 1.371 square yards. Artificial stone 4.059 square feet. 
Edgestone reset. Topeka pavement laid and artificial stone sidewalks 
constructed. 

Engineering $73 57 

Inspection 51 77 

Edgestone 70 85 

Photographs 21 50 

Advertisine 1 37 



Credit: Blocks, old granite 
Brick, old sidewalk 



Carried forward 



$26 00 

109 SO 


$219 00 

135 SO 





Public Works Department. 253 

Brought j or ward $83 26 

Amount paid to Central Construction Com- 
pany, under contract: 
48 linear feet circular edge- 
stone set @ 35c. . . $16 80 
986 linear feet existing edge- 
stone reset @ 30c. . 295 00 
3 square yards existing 
granite block paving re- 
laid, gravel joints, @ 

70c 2 10 

18 square yards existing 
granite block paving re- 
laid, concrete base, sand 
bed and grout joints, @ 
$2.50 .... 45 00 

1,371 square yards concrete base 
and Topeka wearing 
surface furnished and 
laid @ $3.75 . . 5,141 25 

20 square yards existing 
brick sidewalks relaid 

@ 50c 10 00 

4,959 square feet artificial stone 
sidewalks, concrete base 
and wearing surface fur- 
nished and laid, © 26c, 1,289 34 
6 covers reset @ $3 . . 18 00 
12 courses of brick work laid, 

@ 50c 6 00 

6,824 29 

$6,907 55 



Williams street, from Washington street to Westminster street. Length, 
962 linear feet. Area, 2,784 square yards. Artificial stone, 11,406 
square feet, edgestone reset, Topeka pavement laid and artificial 
stone sidewalks constructed. 

Engineering $120 18 

Engineering expense 91 

Inspection 79 26 

Edgestone 137 48 

Photographs 21 50 

Advertising 1 36 

Amount paid to Central Construction Com- 
pany, under contract: 
80 linear feet straight edge- 
stone and corners, 
hauled and set % 38c, $30 40 

28 linear feet circular edge- 
stone set (a 35c. . . 9 80 
2,071 linear feet existing edge- 
stone reset (& 30c. . 621 30 
734 square yards existing 
granite block paving 
relaid, gravel joints, (g> 
70c. . . . . 513 80 
24 square yards existing 
granite block paving 
relaid, concrete base, 
sand bed, and erout 
. joints, (a $2.50 . . 60 00 

Carried forward . . . $1,235 30 $360 69 



254 



City Document No. 26. 



Brought forward 
2,784 square yards concrete 
base and Topeka wear- 
ing surface furnished 
and laid @ $3.75 

185 square yards existing 
brick sidewalks relaid 
@ 50c 

420 square feet artificial stone 
foundation furnished 
and placed @ 2|c. 
11,281 square feet artificial stone 
sidewalks, c o n cr e t e 
base and wearing sur- 
face furnished and laid 
@ 26c 

125 square feet artificial stone 
driveways, concrete 
base and wearing sur- 
face furnished and laid 

@30c 

5 covers reset @ $3 . 

13 courses of brick work 

laid @ 50c. . 
Extra work — Remove 
old granite flagging 
from sidewalks near 
Washington street : 

14 hours, foreman, @ 75c. . 
210 hours' labor @ 45c. 

Plus 15 per cent on $105, 
9 hours, double team, @ $1, 
5 hours, steam roller. 0), $2, 



Credit: Blocks, old granite 
Bricks, old sidewalk 



1,235 30 



10,440 00 



92 50 



10 50 



2,933 06 



37 50 
15 00 

6 50 



$360 69 



10 50 






94 50 






15 75 






9 00 






10 00 


14,910 11 










$15,270 80 




$555 00 






238 35 


793 35 






$14,477 45 



Windsor street, from Shawmut avenue to Cabot street. Length, 958 linear 
feet. Area, 3,499 square yards. Artificial stone, 13,124 square 
feet. Edgestone reset, Topeka pavement laid and artificial stone 
sidewalks constructd. 



Engineering . 
Engineering expei 
Inspection 
Edgestone 
Photographs 
Advertising . 
Blocks . 
Labor, handling s 


lse 
tock 












8( 
0( 


$165 71 

1 20 

94 73 

293 22 

17 50 

1 36 

12 00 

15 75 


Credit: Bricks, 
Bricks, 


old sidewalk 
old . 


$401 
148 


$601 47 
) 
) 

549 80 












$51 


67 


Carried forwa 


$51 67 



Public Works Department. 



251 



Bi ought jo rward 

Amount paid to Central Construction Com- 
pany, under contract: 
200 linear feet straight edge- 
stone and corners 
hauled and set @ 32c, 
36 linear feet circular edge- 
stone set @ 35c. 
1,865 linear feet existing edge- 
stone reset @, 30c. 
452 square yards existing 
granite block paving 
relaid, gravel joints, @ 
70c. . ... 
26 square yards existing 
granite block paving 
relaid, concrete base, 
sand bed and grout 
joints, @ $2.50 . 
3,499 square yards concrete 
base and T o p e k a 
wearing surface, fur- 
nished and laid @ 
$3.75 . . . . 
179 square yards existing 
brick sidewalks relaid 
@ 50c. . . 
13,124 square feet artificial stone 
sidewalks, concrete 
base and wearing sur- 
face, furnished and 
laid @ 26c. . 
2 covers reset @ $3 . 
4 courses of brickwork 
laid @ 50c. . 



m 67 



$76 00 
12 60 



559 60 



310 40 



65 00 



13,121 25 



89 50 



3,412 24 
6 00 

2 00 



17,660 49 



,712 16 



Worcester street and Worcester square. Length, 2,500 linear feet. Area, 
10,722 square yards ('including Worcester square). Edgestone reset, 
asphalt pavement laid on macadam and brick sidewalks relaid. 

Engineering . 
Engineering expense 
Inspection 
Edgestone 
Photographs 
Advertising . 
Teaming 
Bricks 

Amount paid to Central Construction Com- 
pany, under contract: 
Worcester street (Columbus avenue to Wash- 
ington street) : 

171 linear feet straight edge- 
stone and corners hauled 
and set @ 35c. 
80 linear feet circular edge- 
stone set @ 30c 
3,152 linear feet existing edge- 
stone reset @ 30c. 











$734 89 










21 95 










287 78 










365 28 










16 00 










7 60 










105 00 










336 60 



$59 85 
24 00 



Carried forward 



945 60 

$1,029 45 



L,875 10 



256 City Document No. 26. 

Brought forward . . • 11,029 45 $1,875 10 
20 square yards existing gran- 
ite block paving relaid, 
gravel joints, @ 80c . 16 00 

389 square yards existing 
granite block paving 
relaid, gravel base, sand 
bed and grout joints, @ 
$1.20 . . 466 80 

6,760 square yards bituminous 
concrete binder and as- 
phalt wearing surface 
furnished and laid, etc., 
@ $2.09 ...• 14,128 40 
210 square "yards brick side- 

walks laid @ 60c. . 126 00 

1,946 square yards existing 
brick sidewalks relaid© 
50c - 9 ' 3 °° 

8 covers reset @ $3 . . 24 00 

$16,763 65 
Less 15 per cent retained, 2,514 55 ^ ^ ^ 

Worcester square (Washington street to Harrison 
avenue) : 
48 linear feet circular edge- 

stone set @ 30c. . . $14 40 

1,598 linear feet existing edge- 

stone reset @, 30c. . 479 40 

40 square yards existing 
granite block paving re- 
laid, gravel joints, @ 
80c. . ■ dZ uu 

149 square yards existing 
granite block paving re- 
laid, gravel base, sand 
bed and grout joints, @ 
$1.20 . • • ■ 17^ bU 

3,600 square yards bituminous 
concrete binder and as- 
phalt wearing surface 
furnished and laid on 
macadam foundation 
@ $2.09 ... ■ 7 > 524 00 

1,254 square yards existing 
brick sidewalks relaid @ 
50c • • • 

6 covers reset @ $3 . . I 8 °° 

3 courses of brickwork laid 

@50c . . • • L w 

$8,875 10 
Less 15 per cent retained, 1,331 26 ^ ^ g4 

Amount due 



$23,668 04 



Public Works Department. 



257 



STREET IMPROVEMENTS. 

Arlington street, from Boylston street to St. James avenue. 
Final payment on contract for work done in 1918 by 
Coleman Brothers 

Artificial Stone Sidewalks. 

Rebates and repairs. (See, also, appropria- 
tions for maintenance and repaying and re- 
constructing streets by contract. 

Rebates allowed to contractors . . . $205 44 

Repairs made by contractors . . . 404 23 



$478 05 



$609 67 



Beacon street, from Raleigh street to Boston & Albany Railroad. Length, 
1,623 linear feet. Area, 10,073 square yards. Work done in 1917 and 
191S. Final payment made in 1919. 

Engineering $6 00 

Engineering expense 48 

Cost of work done under con- 
tract with the Bermudez 
Company, in 1917-18 . . $19,389 96 

Amount paid in 1917-18 . . 18,420 47 



969 49 



$975 97 



Bowdoin street, from Mt. Ida road to Topliff street. Length, 1,156 linear 
feet. Area, 5,210 square yards' Edgestone reset, asphalt pavement 
laid and artificial stone sidewalks constructed. Work done in 1918 
and 1919. 



Engineering .... 
Edgestone .... 
Asphalt binder 
Labor, edgestone excavating 
Labor, edgestone resetting . 
Labor, roadway excavating 
Labor, roadway paving 
Labor, macadam spreading 
Labor, granolithic sidewalks 
Teaming .... 
Sand and cement . 



$19 82 
21 40 

129 89 
6 00 
6 00 
24 00 
36 00 
29 80 
12 50 
50 49 
18 14 







$354 04 


Credit: Bricks, old 




78 40 




$275 64 


Amount paid to the Bermudez 


Company, 




under contract: 






442 linear feet existing edge- 






stone reset @ 23c. 


$101 66 




11 square yards granite block 






paving relaid, gravel 






joints, @ $1 . 


11 00 




782 square yards granite block 






paving hauled and laid 






in brows and dummy 






of car tracks, concrete 






base, grout joints, etc., 






@ $2.60 


2,033 20 





Carried forward 



$2,145 86 



$275 64 



258 City Document No. 26. 

Brought forward $2,145 86 $275 64 

7 square yards granite 
blocks taken up, 
cleaned, culled and re- 
laid, in gutters and 
edgings concrete base, 
grout joints, etc., @ 
$2.10 .... 14 70 

3,327 square feet artificial stone 
sidewalks furnished and 
laid @ 19|c. ... 640 45 

91 square feet artificial 
stone driveways fur- 
nished and laid @ 24c. . 21 84 
16 covers reset @ $3 . . 48 00 
Extra work — Omit con- 
crete base and lay bitu- 
minous concrete binder 
and asphalt wearing 
surface on macadam 
foundation: 
3,543 square yards bituminous 
concrete binder and 
asphalt wearing surface 
furnished and laid on 
macadam foundation @ 
$1.43 . . . 5,066 49 
Extra work — Relocate 
driveway : 
4 hours' labor @ 35c. . . 1 40 
2 hours, edgestone setter, @ 

75c 1 50 

Plus 15 per cent on $2.90, 44 



$7,940 68 
Amount paid in 1918 . 2,057 51 



5,883 17 
$6,158 81 



x 

Bowdoin street, from Winter street to Quincy street. Work done in 1918. 

Engineering $11 00 

Engineering expense 3 12 

$14 12 

Brighton avenue, from Commonwealth avenue to Cambridge street. 
Length, 3,162 linear feet. Area, 16,412 square yards. Work done 
in 1917 and 1918. Final payment made in 1919. 

Cost of work done under con- 
tract with the Bermudez Com- 
pany in 1917-18 . . . $36,490 72 

Amount paid in 1917-18 . 34,666 17 

$1,824 55 

$1,824 55 

Charles street, from Beacon street to Boylston street. (Unfinished work 
from 1918. Length, 1,313 linear feet. Area, 1,267 square yards. 
Reset edgestone, recut granite block pavement laid, brick sidewalks 
relaid. 



Public Works Department. 259 

Engineering $25 31 

Engineering expense 5 50 

Amount paid to James Doherty, under 

contract: 
1,313 linear feet existing edge- 
stone reset @ 40c. . $525 20 
1,269 square yards granite block 
paving hauled and laid, 
concrete base, cement 
sand bed, grout joilnts, 
@ $3.55 .... 4,504 95 
1,121 square yards existing brick 

sidewalks relaid @ 47c, 526 87 

Extra work — Haul side- 
walk brick stored in 
Public Garden to South 
End Yard: 
7 hours, foreman, @ 75c. . 5 25 

42 hours' labor @ 45c. . . 18 90 

Plus 15 per cent on $24.15, 3 62 

21 hours, double team, @ $1, 21 00 

$5,605 79 
Less amount paid in 1918, 4,508 09 

1,097 70 

Credit: Bricks, old sidewalk . . . . 122 50 

$1,006 01 

Dartmouth street, from Tremont street to Stuart street. (Work done in 
1918.) 

Engineering $8 00 

Dorchester avenue, from Freeport street to Park street. Length 3,352 
linear feet. Area, 7,149 square yards. (Work done in 1918.) 

Engineering $0 96 

Cost of work done imder con- 
tract with James Doherty in 
1918 $28,927 09 

Amount paid in 1918 . . . 24,570 01 

— 4-, 4,357 08 

$4,358 04 
Credit: Engineering labor, 1918 . . . 279 12 

$4,078 92 

Dorchester avenue, from Peabody square to Washington street. (Work 
done in 1918.) 

Engineering expense $0 48 

Dorchester avenue, from Savin Hill avenue to Freeport street. (Work done 
in 1918.) 

Engineering expense $2 72 

East Newton street, from Albany street to Shawmut avenue.^ Length, 
1,673 linear feet. Area, 6,079 square yards. Edgestone reset, asphalt 
pavement laid, brick sidewalks relaid. 



260 



City Document No. 26. 



Engineering . 

Engineering expense 

Inspection 

Edgestone . 

Bricks 

Teaming 



Credit: Blocks, old granite . 

Amount paid to Bermudez Company, under 
contract: 

85 linear feet circular edge- 
stone set @ 35c. . 
2,455 linear feet existing edge- 
stone reset @ 25c. 
10 square yards existing 
granite block paving re- 
laid, gravel joints, @ 



$144 60 

7 36 

49 86 

65 39 

262 00 

6 00 

$535 26 
316 50 

$218 76 



453 square yards existing 
granite block paving re- 
laid, sand bed, grout 
joints, @ $1.50 . 

4,903 square yards bituminous 
concrete binder and 
asphalt wearing surface 
furnished and laid on 
macadam foundation @ 
$2.10 • ■■ 

80 square yards brick side- 
walks laid @ 60c. . • 
2 096 square yards existing brick 
sidewalks relaid @ 50c, 

21 600 bricks hauled from Massa- 
chusetts avenue lot @ 
$3.50 per M. . 

8 covers reset @ $3 

Extra work — Set edge- 
stone, relay brick side- 
walks, repair site and 
furnish and lay asphalt 
pavement on macadam 
foundation in West 
Newton street from 
Washington Street to 
Shawmut avenue: 

9 linear feet circular edge- 

stone set @ 35c. . 

430 linear feet existing edge- 
stone reset @ 25c, _ . 

425 square yards existing 
granite block paving re- 
laid, sand bed, grout 
joints, @ $1.50 . 
1,176 square yards bituminous 
concrete binder and as- 
phalt wearing surface 
furnished and laid on 
macadam foundation @ 
$2.10 . 

Carried forward 



$29 75 
613 75 



10 00 



679 50 



10,296 30 

48 00 

1,048 00 



75 60 
24 00 



3 15 
107 50 



637 50 



2,469 60 



$16,042 65 $218 76 



Public Works Department. 261 

Brought forward . . . $16,042 65 $218 76 

507 square yards existing 
brick sidewalks relaid 

@ 50c 253 50 

1,500 square yards bricks 
hauled from Massa- 
chusetts avenue lot @ 
$3.50 per M. . 5 25 

16,301 40 

*$16,520 16 

Endicott street, from Hanover street to Lafayette avenue. (Work done in 
1918.) 

Engineering expense $10 00 

Harrison avenue, from Kneeland street to Dover street. (Work done in 
1917-18.) 

Engineering expense $0 72 

Harvard street, from Prescott street to south side of Harvard square. 
Length, 445 linear feet. Area, 1,335 square yards. (Work done in 
1918.) 

Engineering expenses $0 48 

Cost of work done under con- 
tract with the Bermudez Com- 
pany in 1918 .... $3,074 00 

Amount paid in 1918 . . . 2,920 30 

153 70 

$154 18 

Market street, from Washington street to Weston avenue. (Work not 
started.) 

Engineering . $86 28 

Maverick square, from Sumner street to Maverick street. Length, 510 
linear feet. Area, 3,455 square yards. (Work done in 1917-18.) 

Engineering $13 68 

Engineering expense 48 

Cost of work done under con- 
tract with the Bermudez Com- 
pany in 1917-18 . . $10,460 72 

Amount paid in 1917-18 . . 9,937 69 

523 03 

$537 19 

McKinley square. (Work done in 1917-18.) 

Engineering $99 72 

North Russell street, from Cambridge street to Eaton street. Length, 438 
linear feet. Area, 1,273 square yards. (Work done in 1917-18.) 

Cost of work done under contract with the 
Bermudez Company in 1917-18 . .• $4,184 67 

Amount paid in 1917-18 3,975 44 

$209 23 

* Of this amount, $26.24 was charged to the appropriation for Repairing and Recon- 
structing Streets by Contract. 



262 City Document No. 26. 

School street (north side), near Washington street, city proper. Length, 
69 feet. Area, 427 square feet. Artificial stone sidewalks con- 
structed. 

Engineering expense $0 32 

Amount paid to John Landis, under contract : 
427 square feet artificial stone sidewalks 

laid @ 40c 170 80 

$171 12 

Seaver street, from Blue Hill avenue to Humboldt avenue. 

630 cubic yards loam furnished and placed @ $1 .50 . $945 00 

South street, from Jamaica street to Arborway. Length, 1,648 linear feet. 
Area, 5,200 square yards. (Work done in 1918.) 

Engineering $10 00 

Cost of work done under con- 
tract with the Bermudez 
Company in 1918 . . . $7,398 01 

Amount paid in 1918 . . 7,028 11 

369 90 

$379 90 

Sudbury street, Court street to Merrimac street. (Work done in 1918.) 
Engineering $13 00 

Tar Concrete Sidewalk Repairs. 
Jamaica Plain $20 00 

Washington street, from Talbot avenue to Ashmont street. (Work done in 
1918.) 

Engineering expense . . $0 48 

Washington street, from Haymarket square to Elm street. (Work done in 
1917-18.) 

Inspection $174 51 

West Broadway, from Dorchester avenue to E street. (Work done in 1917.) 
Engineering $16 20 



STREETS CONSTRUCTED OR IN THE PROCESS 
OF CONSTRUCTION UNDER CHAPTER 393 
OF THE ACTS OF 1906, AND THE COST 
CHARGED TO THE APPROPRIATION FOR 
HIGHWAYS, MAKING OF. 

Albany street, from Troy street to about 200 feet northerly; 364 feet edge- 
stone reset. (Worl? unfinished.) 

Engineering $357 22 

Inspection 30 30 

Carried forward ■ $387 52 



Public Works Department. 263 



Brought forward 
Edgestone .... 

Blocks 

Labor, edgestone excavation 
Labor, edgestone resetting 
Teaming .... 



$387 52 




33 21 




7 50 




45 89 




107 79 




4 42 






$586 33 



Alger street, from Dorchester avenue to the railroad. (Work done in 
1917-18.) 

Engineering $12 50 

Archdale road, from Washington street to South street. (Work not 
started.) 

Engineering $25 00 

Atwill road, from Park street to Richwood street. Length, 215 linear 
feet. Area, 625 square yards. Edgestone set and reset, granite 
block pavement laid, Topeka pavement laid, artificial stone sidewalks 
and driveways constructed. 

Engineering . . $55 63 

Inspection 107 39 

Advertising 8 98 

Labor, handling stock 31 26 

Edgestone, 365 feet straight .... 440 38 

Blocks 1 50 

Photographs ....... 12 00 

Amount paid to Rowe Contracting Company, 
under contract: 
Removing trees, bushes, etc. ... 00 

387 cubic yards earth excava- 
tion @ $1.40 . . . $541 80 
364 linear feet straight edge- 
stone and corners hauled 
and set @ 40c. . . 145 60 
28 linear feet existing edge- 
stone reset @ 45c. . 12 60 
207 linear feet crushed stone 
and concrete foundation 
furnished and placed @ 

18c 37 26 

4 square yards existing 
granite block paving re- 
laid, concrete base, sand 
bed and grout joints, @ 

$2 8 00 

599 square yards concrete base 
and Topeka wearing 
surface furnished and 
laid @ $3.10 . . . 1,856 90 

40 square yards bituminous 
wearing surface fur- 
nished and laid on mac- 
adam foundation @ $2, 80 00 
2,430 square feet artificial stone 
foundation furnished 
and placed @ 4c. . . 97 20 

Carried forward . . . $2,779 36 $657 14 



264 City Document No. 26. 

Brought forward . . . $2,779 36 $657 14 

2,281 square feet artificial stone 
sidewalks, concrete base 
and wearing surface fur- 
nished and laid, @ 23c, 524 63 
149 square feet artificial stone 
driveways, concrete 
base and wearing sur- 
face furnished and laid 
@ 27c 40 23 



1 3,344 22 

$4,001 36 

Babcock street, from Commonwealth avenue to Boston & Albany Railroad. 
One hundred thirty-eight cubic yards roadway excavation; 585 square 
yards roadway graded; 500 square yards sidewalks graded. (Work 
unfinished.) 

$45 95 



Engineering expense . 






60 


Labor, roadway excavating 






466 18 


Labor, macadam spreading 






178 17 


Labor, crushed stone sidewalks 






22 40 


Crushed stone . ... 






27 22 


Lumber 






1 50 


Steam roller, packing 






142 50 


Steam roller, rolling . 






52 50 


Teaming 






154 25 




ftl 001 °7 





Baird street, from Blue Hill avenue to Morton street. Length, 545 linear 
feet. Area, 1,602 square yards. Edgestone set, bitulithic pavement 
laid and artificial stone sidewalks constructed. 

Engineering $178 53 

Engineering expense 1 50 

Inspection 108 99 

Edgestone, 1,020 feet straight, 52 feet circular, 1,310 95 

Advertising 5 22 

Templets 16 30 

Labor, handling stock 15 30 

Amount paid to Warren Brothers Company, 
under contract: 

Removing trees, bushes, 

etc. ...... $20 00 

637 cubic yards earth excava- 
tion @ $1.65 . . . 1,051 05 
1,019 linear feet straight edge- 
stone and corners hauled 
and set @ 37c. . . .377 03 

52 linear feet circular edge- 
stone set @ 45c. . . 23 40 
14 square yards existing gran- 
ite block paving relaid, 
gravel joints, @ $1 . 14 00 
1,605 square yards concrete base, 
bitulithic wearing sur- 
face, furnished and laid 
@ $2.60 .... 4,173 00 

7,130 square feet artificial stone 
sidewalks furnished and 
laid @ 22c. . . . 1,568 60 

Carried forward . . . $7,227 08 $1,636 79 



Public Works Department. 265 

Br ought forward . . . $ 7,227 08 $1,636 79 
12 covers reset @ $3 . . ,36 00 

12 courses of brickwork 

laid @ 50c. ... 6 00 

Extra work — Furnish 
and lay 2-inch bitulithic 
wearing surface on exist- 
ing macadam base 
where directed: 
438 square yards bitulithic 
wearing surface fur- 
nished and laid on exist- 
ing macadam base @ 
$2.04 .... 893 52 

8,162 60 
$9,799 39 

Bayswater street, from Austin avenue to Waupello road. Length, 669 lin- 
ear feet. Area, 2,555 square yards. Edgestone set, asphalt pave- 
ment laid and artificial stone sidewalks constructed. 

Engineering $212 45 

Engineering expense ...... 8 00 

Inspection 166 82 

Edgestone, 1,281 feet straight, 20 feet 6 inches 

circular, 2 small corners .... 1,778 14 

Advertising 5 18 

Templets 8 03 

Amount paid to James Doherty, under con- 
tract : 

Removing 'trees, bushes, 

etc $5 00 

452 cubic yards earth 'excava- 
tion @ $1.30 . . . 587 60 
1,600 cubic yards gravel filling 

furnished @ $1.80 . 2,880 00 

1,279 linear feet straight edge- 
stone and corners set @ 

23c 294 17 

21 linear feet circular edge- 
stone set @ 25c. . . 5 25 
18 linear feet existing ' edge- 
stone reset @ 21c. . 3 78 
2 square yards existing 
granite block paving re- 
laid, gravel joints, @ 

75c 1 50 

1 1 square yards existing 
granite block paving re- 
laid, concrete base, sand 
bed and grout joints, @ 
$2.50 .... 27 50 

2,555 square yards c o n c r ete 
base, bituminous con- 
crete binder and asphalt 
wearing surface, fur- • 
nished and laid @ $2.91, 7,435 05 

Carried j or ward . . . $11,239 85 $2,178 62 



266 City Document No. 26. 

brought forward . . . $11,239 85 $2,178 62 

4.67S square feet artificial stone 
sidewalks, concrete base 
and wearing surface, 
furnished and laid @ 

2(Hc 958 99 

70 square feet artificial stone 
driveways, c o n c r e te 
base and wearing sur- 
face, furnished and laid 
@ 24£c 17 15 

4,707 square feet artificial stone 
foundation furnished 
and placed @ 3§c. . 164 75 

546 square yards crushed stone 
sidewalks furnished and 
placed @ 90c. . . 491 40 

950 square yards slope paving 
furnished and placed 
@ $4.10 . . . . 3,895 00 



16,767 14 

$18,945 76 

Belltista road, from Allston street to Brookline line. Length, 891 linear 
feet. Area, 2,569 square yards. Artificial stone, 6,099 square feet. 
Edgestone hauled and set, asphalt pavement laid, artificial stone side- 
walks constructed. 

Engineering ' . $273 57 

Engineering expense 3 77 

Inspection 158 23 

Edgestone, 6 special cut stones, 1,536 feet 

straight, 45 feet 7 inches circular . . 1,998 20 

Advertising 5 28 

Labor, handling stock 21 51 

Templets 22 83 

Amount paid to John F. Lynch, under con- 
tract: 

Removing trees, bushes, 

etc $100 00 

1,457 cubic vards earth excava- 
tion @ $1.40 . . . 2,039 00 
16 cubic yards rock excava- 
tion @ $10 . 160 00 
1,531 linear feet straight edge- 
stone and corners hauled 
and set @ 31c. . . 474 61 
82 linear feet circular edge- 
stone set @ 28c. . . 22 96 
10 linear feet existing edge- 
stone reset @ 25c. . 2 50 
428 linear feet crushed stone 
and concrete foundation 
furnished and placed @ 
50c. . ... 214 00 
1 square yard existing 
granite block paving re- 
laid, gravel joints, @ 
90c 90 

Carried forward . . . $3,041 77 $2,483 39 



Public Works Department. 267 

Brought jorward . . _ . $3,041 77 $2,483 39 
17 square yards existing 

granite block paving re- 
laid, concrete base, sand 

bed and grout joints, @ 

$2.75 .... 46 75 

2,569 square yards c o n c r ete 

base, bituminous con- 
crete binder and asphalt 

wearing surface, fur- 
nished and laid @ $2.63, 6,756 47 
5,467 square feet artificial stone 

sidewalks, concrete base 

and wearing surface, 

furnished and laid @ 

18c 984 06 

632 square feet artificial stone 

driveways, c o n c r ete 

base and wearing sur- 
face, furnished and laid 

@ 50c. . 316 00 

6,099 square feet artificial stone 

foundation furnished* 

and placed @ 5c. . . 304 95 

19 covers reset @ $3 . . 57 00 

21 courses of brickwork laid 

@ 50c 10 50 

163 square yards loam space 

graded and seeded @ 

20c. . . 32 60 

Extra work — Construct 

and furnish a crushed 

stone and tile drain to 

carry off surface and 

spring water flowing 

from abutting property 

into the street : 
118 linear feet crushed stone 

and tile drain furnished 

and built @ $1 . . 118 00 



11,641 10 
$14,124 49 



Bexley road, from Washington street to Florence street. Length, 798 
linear feet. Area, 2,305 square yards. Edgestone set, asphalt pave- 
ment laid and artificial stone sidewalks constructed. 

Engineering $137 52 

Engineering expense 70 

Inspection .... ... 214 33 

Edgestone, 1,443 feet straight, 18 small 

corners 1,812 23 

Labor, handling stock 79 85 

Advertising 5 43 

. Templets 16 13 

Blocks 7 00 

Amount paid to McGuire & McGourty, 
under contract: 
Removing trees, bushes, etc., $45 00 

1,128 cubic yards earth excava- 
tion @ 92c. . . . 1,037 76 

Carried forward . . . $1,082 76 $2,273 19 



268 City Document No. 26. 

Brought jorward . . . $1,082 76 $2,273 19 

31 cubic yards rock excava- 
tion @ $6 186 00 
1,493 linear feet straight edge- 
stone and corners 
hauled and set @ 34c. . 507 62 

39 linear feet circular edge- 
stone set @ 25c. . 9 75 

14 linear feet existing edge- 

stone reset @ 25c. . 3 50 

10 square yards granite 
block paving hauled 
and laid, concrete base, 
grout joints, @ $2.95 . 29 50 

2.162 square yards concrete 

base, bituminous con- 
crete binder and asphalt 
wearing surface fur- 
nished and laid @ $2.85, 6,161 70 
9,336 square feet artificial stone 
foundation furnished 
and placed @ 2|c. . 233 40 

9.163 square feet artificial stone 

sidewalks, concrete base 
and wearing surface fur- 
nished and laid @ 20c. . 1,832 60 
461 square feet artificial stone 
driveways, concrete 
base and wearing sur- 
face furnished and laid 

@ 29c 

13 covers reset @ $3 

15 courses of brickwork laid 

@ 50c. . . . ' . 



133 69 

39 00 




7 50 


10,227 02 
$12,500 21 





Boylston street, fran Tre.uont street to Charles street, to be widened. 
(Work not started.) 

Engineering $2 00 

Biockminster street, from Commonwealth avenue to Allston Street Play- 
ground. Length, 500 linear feet. Area, 1,524 square yards. Edge- 
stone set, Topeka pavement laid and artificial stone sidewalks con- 
structed. 

Engineering . ... . ■ . . . $268 49 

Engineering expense 5 10 

Inspection ' 276 50 

Edgestone, 915 feet straight, 25 feet circular, 4 

large corners, 2 special stones . . . 1,190 57 

Photographs 16 00 

Labor, handling stock 51 43 

Advertising 9 35 

Templets '. 15 30 

Amount paid to Domenick Vozzella Com- 
pany, under contract: 

Removing trees, bushes, 

etc $5 00 

Carried forward ... $5 00 $1,832 74 



Public Wokks Department. 



269 



Brough forward 

361 cubic yards earth excava- 
tion @ $1.50 . 

*1| cubic yards rock excava- 
tion. 

922 linear feet straight edge- 
stone and corners 
hauled and set @ 35c. 
38 linear feet circular edge- 
stone set @ 20c. . 
10 linear feet existing edge- 
stone reset @ 20c. . 
19 square yards existing 
granite block paving re- 
laid, concrete base, sand 
bed and grout joints, @ 



$5 00 
541 50 



322 70 
7 60 
2 00 

38 00 



$1,832 74 



1,506 square yards concrete 




base and Topeka wear- 




ing surface furnished 




and laid @ $3 


4,518 00 


18 square yards bituminous 




wearing surface fur- 




nished and laid on mac- 




adam foundation @ $2, 


36 00 


5,910 square feet artificial stone 




sidewalks, concrete 




base and wearing sur- 




face furnished and laid 




@ 20c 


1,182 00 


8 covers reset @ $3 . 


24 00 


9 courses of brickwork 




laid @, 50c. . 


4 50 




$6,681 30 


Less 15 per cent retained, 


1,002 20 



5,679 10 



$7,511 84 



Burlington avenue, from Brookline avenue 500 feet northwesterly. Length, 
511 linear feet. Area, 2,014 square yards. Edgestone set, recut 
granite block laid, artificial and brick sidewalks laid. 

Engineering . 

Engineering expense 

Inspection 

Edgestone, 650 feet straight, 25 feet circular 
9 small corners 

Labor, handling stock 

Blocks, 90,000 

Advertising . 

Bricks . 

Photographs 

Templets 

Amount paid to Gore, Inc., under contract: 
Removing trees, bushes, 

etc., .... $1 00 

796 cubic vards earth excava- 
tion® $1.15 ... 915 40 



$94 52 


5 


04 


251 


24 


856 70 


20 45 


4,526 


on 


7 


87 


240 


31 


16 


00 


8 


61 



Car] ied forward 



8916 40 $6,026 74 



* No price bid in contract. 



270 



City Document No. 26. 



$916 40 

174 96 

5 98 

46 07 

14 25 

5,337 10 

321 00 

36 00 

214 41 



3,026 74 



Brought j orward 
648 linear feet straight edge- 
stone and corners hauled 
and set @ 27c. 
26 linear feet circular edge- 
stone set @ 23c. 
271 linear feet existing edge- 
stone reset @ 17c. 
19 square yards existing 
granite block paving re- 
laid, gravel joints, @ 

75c 

2,014 square yards granite block 
paving hauled and laid, 
concrete base, grout 
joints, etc., @ $2.65 
662 square yards existing 
brick sidewalks relaid 

@ 50c 

1,200 square feet artificial stone 
foundation f urn i s h e d 
and placed @ 3c. . 
1,021 square feet artificial stone 
sidewalks, concrete base 
and wearing surface fur- 
nished and laid @. 21c, 
179 square feet artificial stone 
driveways, concrete 
base and wearing sur- 
face, furnished and laid 
@23c. 
10 catch-basin frames and 

covers reset @ $3 . 
4 courses of brickwork laid 
@ 50c 



Cameron street, from Hancock street 538 feet westerly. Length, 538 
linear feet. Area, 1,550 square yards. Edgestone set. Asphalt 
pavement laid and artificial stone sidewalks constructed. 



41 17 




30 00 




2 00 


7,139 34 

fll L 1 fifi OR 









Engineering . 










$107 40 


Engineering expense . 










2 40 


Inspection 










49 22 


Edgestone 










9 68 


Advertising . . . 










3 20 


Bricks, Mack 










84 10 


Photographs 










10 00 


Templets 










17 29 


Amount paid to McGuire & IV 


IcGourty 




under contract: 






370 cubic yards earth excava- 






tion @ 78c. . . _ . 


$288 6( 


) 


54 square yards exist i n g 






brick block paving re- 






laid, concrete base, sand 






bed and grout joints, @ 






$2.75 






148 5( 


) 



Carried j orward 



$437 10 



$720 29 



Public Works Department. 



271 



Brought j orward 
1,550 square yards concrete 
base, bituminous con- 
crete binder and asphalt 
wearing surface, fur- 
nished and laid @ $2.82, 



Less 15 per cent retained, 



$437 10 



4,371 00 

$4,808 10 
721 22 



$720 29 



4,086 88 



$4,370 17 



Castleton street, from South Huntington avenue to Jamaicaway. (Work 
not started.) 



Engineering . 
Engineering expense 



$78 23 
1 70 



$79 93 



Centre street, from South street to Spring street. Street to be widened 
and constructed. (Work unfinished.) 



Engineering . 

Engineering expense 

Inspection 

Advertising . 

Removing trees . 

Amount paid to West Roxbury Trap Rock 
Company, under contract : 
Removing trees, bushes, 
etc $700 00 

2,642 cubic yards earth excava- 
tion @ $1.35 . . . 3,566 70 



Less 15 per cent retained, 



$4,266 70 
640 01 



Amount paid Antonio Cefalo, under contract : 
Removing trees, bushes, 

etc. (unfinished) . . $665 00 

2,500 cubic yards earth excava- 
tion @ $2.75 . . . 6,875 00 



Less 15 per cent retained, 



$7,540 00 
1,131 00 



L,786 64 
18 82 

489 09 
15 28 

200 00 



3,626 69 



6,409 00 



*$12,545 52 



Charles street, from Beacon street to Cambridge- street. To be widened 
and constructed. Edgestone reset, one side between Revere street 
and Cambridge street, part of roadway paved. 

Engineering $91 28 

Engineering expense . 

Labor, edgestone excavating 

Labor, edgestone resetting 

Labor, roadway excavating 

Labor, roadwav repaving . 

Labor, sidewalk excavation 







2 


40 






1,327 09 






240 89 






1,055 


30 






660 


17 






364 


67 



Carried forward 



J, 741 80 



* Of this amount, $527.48 is charged to the appropriation for Reconstructing and Repair- 
ing Streets by Contract. 



272 



City Document No. 26. 



3,741 80 




62 14 




21 58 




465 00 




78 45 




977 88 






$5,346 85 





Brought forward 
Labor, filling 
Edgestone 
Blocks, old granite 
Sand and gravel . 
Teaming 



Chelsea street, from Chamber street to Foss street. Roadway widened and 
constructed. Recut granite blocks; 6-inch concrete base, grout joints, 

1,066 square yards. Edgestone reset, 696 feet. Artificial stone 
sidewalks constructed, 926 square yards. 

Engineering ■ . . $304 54 

Engineering expense 24 

Labor, roadway excavating .... 1,303 82 

Labor, roadway paving 568 42 

Labor, roadway concrete base . ... . 464 33 

Labor, roadway grouting 185 77 

Labor, cement box 4 00 

Labor, crosswalk excavating .... 26 24 

Labor, handling stock 25 12 

Labor, edgestone excavating . . . . 84 31 

Labor, edgestone setting 120 66 

Labor, sidewalk excavating . . . . 213 20 

Labor, artificial stone sidewalk laying . 854 28 

Labor, street cleaning 38 48 

Crushed stone 795 47 

Sand 662 22 

Cement 2,015 26 

Lumber 10 42 

Nails 19 

Lampblack 35 39 

Steel plates 7 00 

Tar paper 1 25 

Blocks, recut granite, 50,793 . . . . 1,931 35 
Edgestone, 154 feet 7 inches straight, 60 feet 

h\ inches circular 271 17 

Flagging, old granite, 39 feet .... 15 60 

Concretemixer 222 00 

Teaming 3,589 50 

$13,756 48 

Credit: Bricks, old, sidewalk .... 80 00 

*$13,676 48 



Chelsea street, from Foss street to Adams street . To be widened and con- 
structed. Street and sidewalks made passable. (Work unfinished.) 



Engineering .... 
Labor, sidewalks relaying 
Labor, roadway excavating 
Teaming .... 



$18 00 
44 00 
14 00 

105 00 



$181 00 



Chestnut street, from Brimmer street to Charles River Embankment. 
(Unfinished work from 1916.) 

* Of this amount, $1,360.89 charged to appropriation. Chelsea Street, Charlestown, 
Widening; $487.17 charged to appropriation, Street Improvements. 



Public Works Department. 273 

Labor, edgestone setting $39 00 

Edgestone - . 63 93 

Teaming 18 00 

$120 93 



Chestnut Hill avenue, from Commonwealth avenue to Beacon park side. 
To be widened and constructed. (Work not started.) 

Engineering $418 90 

Engineering expense 11 00 

Advertising 1 94 

$431 84 



Clarendon street, from Stuart street to Columbus avenue. To be extended 
and bridge constructed. 

Engineering $2,465 32 

Inspection 18 15 

Digging test pits 272 50 

$2,755 97 

Cliff mont street, from Canterbury street to 1,122 feet southerly. (Work 
done in 1917 and 1918.) 

Amount paid to Martino DeMatteo for work done under contract: 

Amount of contract $7,629 38 

Less amount paid in 1917 and 1918 . . 6,308 63 

— — $1,320 75 



Conley street, from Tenean street to Old Colony Parkway. Length, 473 
linear feet. Area, 1,367 square yards. (Work done in 1917 and 
1918.) Filling furnished and placed. 

Engineering $17 11 

Labor, spreading macadam . . . . 151 61 

Crushed stone 656 56 

Teaming 52 00 

Amount paid to D. M. Biggs & Co., under 

contract: 
2,912 cubic yards filling fur- 
nished and placed @ 95c, $2,766 40 
Less amount " paid in 

1917-18 .... 1,776 50 



989 90 



$1,867 18 



Cummington street, from Commonwealth avenue to Boston & Albany 
Railroad. (Work not started.) 



Engineering $77 00 

Engineering expense 1 00 



$78 00 



Cushman road, from Glencoe street to Dustin street. (Work not started.) 
Engineering $13 00 

Deer street, from Melvinside terrace to Roach street. Length, 545 linear 
feet. Area, 1,205 square yards. Asphalt pavement laid, artificial 
stone sidewalks constructed and edgestone set. 



274 



City Document No. 26. 



Engineering 

Engineering expense . 

Inspection 

Edgestone, 909 feet straight, 15 feet 8 inches 

circular and 6 small corners 
Advertising .... 
Templets .... 
Labor, handling stock 
Teaming .... 

Amount paid to Central Construction Com 
pany, under contract: 

Removing trees, bushes, 

etc 

405 cubic yards earth excava- 
tion @, $1.50 . 
348 cubic vards gravel filling 

furnished @ $1.50 
938 linear feet straight edge- 
stone and corners 
hauled and set @ 38c, 
26 linear feet circular edge- 
stone set @ 35. 
94 linear feet existing edge- 
stone reset @ 25c. 
16 square yards existing 
granite block paving 
relaid, concrete base, 
sand bed, grout joints, 
@ $2.35 .... 
1,216 square yards concrete base, 
bituminous concrete bin- 
der and asphalt wearing 
surface, furnished and 
laid, © $2.73 
4,677 square feet artificial 
stone foundation fur- 
nished and placed @ 

3|c 

4,634 square feet artificial stpne 
sidewalks furnished and 
laid @ 21c. . 
43 square feet artificial stone 
drivewavs furnished and 
laid @ 28c. . 
10 covers reset @ $3 
6 courses of brickwork laid 
@50c 



$50 00 
607 50 



522 00 



356 44 

9 10 

23 50 



37 60 



3,319 68 



163 70 



973 14 



12 04 
30 00 



$198 26 

10 

140 52 

1,145 37 

8 78 
25 94 
54 43 
43 00 



3 00 



6,107 70 



^,724 10 



Dunbar avenue, from Washington street 482 feet westerly. Length, 492 
linear feet. Area, 1,801 square yards. Edgestone set, asphalt pave- 
ment laid and artificial stone sidewalks constructed. 

Engineering $136 14 

Engineering expense 4 44 

Inspection 185 37 

Edgestone 6'"H) feet straight, 9? feet circular, 

19 small corners, 2 special stones . . . S52 29 

Labor, handling stock 10 15 

Carried forward $1,188 39 



Public Works Department. 275 



Brought forward 
Advertising . 
Blocks, old granite 



Credit: Bricks, old sidewalk 



Amount paid to Martino DeMatteo, under 

contract: 

814 cubic yards earth excava- 
tion @ $1.50 . . . $1,221 00 

197 cubic yards extra earth 

excavation @ $2 . . 394 00 

439 tons crushed stone fur- 
nished, placed, watered 
and rolled @ $3 . . 1,317 00 

677 linear feet straight edge- 
stone and corners 
hauled and set @ 30c. . 203 10 

22 linear feet circular edge- 
stone set @ 20c. . . 4 40 

256 linear feet existing edge- 
stone reset @20c. . 51 20 
31 square yards existing 
granite block paving re- 
laid, for edgings, sand 
bed and grout joints, @ 

80c 24 80 

1,771 square yards bituminous 
concrete binder and 
asphalt wearing sur- 
face furnished and laid 
on macadam foundation 
@ S/.85 .... 3,276 35 

6,429 square feet artificial stone 
sidewalks furnished and 
laid @ 25c. . . 1,607 25 

168 square feet artificial stone 
driveways furnished and 
laid © 35c. . . . 58 80 

6 covers reset @, $3 . . 18 00 

6 courses of brickwork 

laid ® 50c. . . . 3 00 



$1 


,188 


39 




5 


42 




18 00 


$1 


,211 


81 




25 


20 



1,186 61 



8,178 90 
$9,365 51 



Easton street, from South street to Harvard street. (Work not started.) 
Engineering $38 00 

Elder street, from Columbia road to Humphreys street. (Work not started.) 

Engineering $106 86 

Engineering expense 2 20 

$109 06 



Falkland terrace, from Hobart street to Brookdale road. (Work not 
started.) 



276 City Document No. 26. 



Engineering $98 30 

Engineering expense 1 40 

Advertising 1 94 



$101 64 



Faneuil street, from Oakland street to Parsons street. (Work not started.) 
Engineering $33 00 

Farquhar street, from Selwyn street to Centre street. (Work not started.) 
Engineering $12 00 

Faywood avenue, from Orient avenue to Tower street. Length, 1,257 
linear feet. Area, 3,612 square yards. Edgestone set, bituminous 
pavement and artificial stone sidewalks constructed. 

Engineering * $281 64 

Engineering expense 3 20 

Inspection 401 35 

Edgestone, 2,386 straight, 23^ feet circular, 4 

small corners 3,294 23 

Photographs 16 00 

Advertising 7 88 

Blocks 4 50 

Steam roller 106 50 

Road oil, 7,320 gallons 768 60 

Amount paid to James Doherty, under 
contract: 

Removing trees, bushes, 

etc $4 00 

2,200 cubic yards earth excava- 
tion @ $1.30 . . . 2,860 00 
2,384 linear feet straight edge- 
stone and corners set @ 

21c 500 64 

23 linear feet circular edge- 
stone set @ 24c. . . 5 52 
1,213 linear feet crushed stone 
and concrete foun- 
dation furnished and 
placed @ 18c. . . 218 34 
9 square yards existing 
granite block paving re- 
laid, gravel joints, @ 
65c. ..... 5 85 

3,612 square yards bituminous 
macadam surface fur- 
nished and placed @ 
$1.05 .... 3,792 60 

14,000 square feet artificial stone 
foundation furnished 
and placed @ 2fc. . 350 00 

13,652 square feet artificial stone 
sidewalks, concrete base 
and wearing surface fur- 
nished and laid @ 20c, 2,730 40 
127 square feet artificial stone 
driveways, concrete 
base and wearing sur- 
face furnished and laid 
@24jc 31 12 

Carried forward ... $10,498 47 $4,883 90 



Public Works Department. 



277 



Brought jorward 
13 covers reset @ $3 
7 courses of brickwork laid 

@ 50c 

Extra work — Furnish 
and lay Crushed stone 
and tile drain where 
directed: 
248 1 linear feet tile drain fur- 
nished and built @ $1, 



),49S 47 
39 00 

3 50 



248 33 



$4,883 90 



Less 5^ days' 
foreman @ 
$4 . 

Less 5 \ days' use 
of city steam 
roller @ 15 



$22 00 



82 50 



Less 15 per cent retained, 



$10,789 30 



104 50 

$10,684 80 
1,602 72 



9,082 08 



$13,965 98 



Glenville avenue, from Harvard avenue easterly about 218 feet. (Work 
not started.) 



Engineering 
Teaming 



$51 17 
40 88 



$92 05 



Greenview avenue, from Centre street 415 feet southeasterly. Length, 
415 linear feet. Area, 686 square yards. Edgestone set, Topeka 
pavement laid and artificial stone sidewalks and driveways con- 
structed. 

Engineering . 

Engineering expense . 

Inspection 

Edgestone, 692 feet straight, 10 feet 4 inches 

circular, 2 special stones 
Advertising . 
Photographs 
Templets 

Labor, handling stock 
Blocks, old granite 

Amount paid to John Kelly Company, under 
contract : 

Removing trees, bushes, 
etc. .... 

384 cubic yards earth excava- 
tion @ 74c. . 
680 linear feet straight edge- 
stone and corners 
hauled and set @ 35c, 238 00 

23 linear feet circular edge- 
stone set @ 25c. 



$1 00 



2S4 16 



5 75 



$122 70 


1 


40 


152 


it; 


8S2 


04 


2 


70 


12 


00 


3 


78 


76 


S3 


24 


00 



Carried forward 



$528 91 $1,277 61 



278 City Document No. 26. 



Bi ought forward 


8528 91 81,277 61 


65 linear feet existing edge- 




stone reset @ 25e. 


16 25 


3 square yards existing gran- 




ite block paving relaid, 




concrete base, sand bed, 




grout joints, @ 82.75 . 


8 25 


686 square yards concrete base 




and Topeka wearing 




surface furnished and 




laid @ 82.70 . 


1,852 20 


55 square yards existing 




brick sidewalks relaid 




@ 75c 


41 25 


2,130 square feet artificial stone 




foundation furnished 




and placed @ 5c. 


106 50 


2,026 square feet artificial stone 




sidewalks, concrete base 




and wearing surface fur- 




nished and laid, @ 19c, 


384 94 


363 square feet artificial stone 




driveways, concrete 




base and wearing sur- 
face furnished and laid, 






@ 19c 


68 97 


4 covers reset @ S3 


12 00 


19§ cubic yards extra cement 




concrete furnished and 




placed @ 87 . 


137 67 


Extra work — Haul and 




lay granite block gut- 




ters, gravel base and 




joints in Centre street, 




from Greenview avenue 




to Green street : 




23 square yards granite block 




paving hauled and laid, 




gravel base and joints, 




@ 81.25 .... 


28 75 




83,185 69 


Less 15 per cent retained, 


477 86 




° 707 S3 




&, i\Jt oo 



S,985 44 

Grosvenor place, from Cliff street southwesterly. (Work not started.) 

Engineering 891 00 

Engineering expense 2 60 

893 60 

Grove street, from Centre street to Washington street. Length, 3,106 
linear feet. Area, 15,920 square yards. Earth and rock excavation, 
grading, filling and removing trees. (Work suspended. To be con- 
structed.) 

Engineering 8215 85 

Engineering expense 8 42 

Inspection . . 496 13 

Carried forward $720 40 



Public Works Department. 



279 



Bi ought forward 

Amount paid to Central Construction Com- 
pany, under contract: 
17,425 cubic yards earth and 
rock excavation @ 
$1.75 . . . . $30,490 25 
Less amount paid in 

1918 .... 28,262 50 



$720 40 



2,227 75 



$2,948 15 



Hallam street, from Dorchester avenue to Auckland street. Length, 321 
linear feet. Area, 932 square yards. Edgestone set, asphalt pave- 
ment laid and artificial stone sidewalks constructed. 



Engineering 

Engineering expense .... 

Inspection 

Edgestone, 317 feet 7 inches straight 

Templets 

Labor, handling stock 

Photographs 

Advertising 

Amount paid to Martino DeMatteo 
contract : 

Removing trees, bushes, 

etc 

303 cubic yards earth excava- 
tion @ $1.35 . 
316 linear feet straight edge- 
stone and corners 
hauled and set @ 35c, 
7 linear feet existing edge- 
stone reset @ 25c. 
908 square yards cone rete 
base, bituminous con- 
crete binder and asphalt 
wearing surface, tur- 
nished and laid, @, $2.85, 
2,210 square feet artificial stone 
sidewalks, concrete base 
and wearing surface, 
furnished and laid, @ 

28c 

12 covers reset @ $3 . 



under 

$10 00 
409 05 

110 60 
1 75 

2,587 80 



61S SO 
36 00 



$83 91 
15 

51 78 
384 28 

15 67 

4 78 
18 00 

5 32 



3,774 00 



$4,337 89 



Hamlin street, from East Eighth street to Columbia road, 
started.) 

Engineering " . . . . 



(Work not 



$18 00 



Hampstead road, from Arborway 992 feet northwesterly. Length, 1,000 
linear feet Area, 3,250 square yards. Edgestone set and reset, 
Topeka pavement laid and artificial stone sidewalks and driveways 
constructed. 

Engineering 

Engineering expense . . 

Inspection 



$529 35 


14 


28 


412 


74 



Carried j or war i 



$956 37 



280 



City Document No. 26. 



Brought 1 01 ward 

Edgestone", 1,284 feet straight, 595 feet circu 

lar, 14 small corners 
Advertising . 
Photographs 
Templets 
Labor, handling stock 

Amount paid to John Kelly Company, under 
contract : 

Removing trees, bushes, 

etc 

1,634 cubic yards earth exca- 
vation @ 74c. 

2 cubic yards rock excava- 

tion @ $4 . 
1,320 linear feet straight edge- 
stone and corners 
hauled and set @ 35c, 

579 linear feet circular edge- 
stone set @, 25 c. 

132 linear feet existing edge- 
stone reset @ 25c. 

752 linear feet crushed stone 
and concrete founda- 
tion furnished and 
placed @ 40c. 
S square yards exist ing 
granite block paving 
relaid, gravel joints, ® 
50c 

3 square yards g r a n ite 

block paving hauled, 
laid, concrete base, 
sand bed, grout joints, 
©S3 . . . . 
3,213 square yards concr e t e 
base and Topeka wear- 
ing surface furnished 
and laid © $2.70 

12,882 square feet artificial stone 
foundation furnished 
and placed @ 5c. 

12,299 square feet artificial stone 
sidewalks, cone rete 
base and wearing sur- 
face, furnished and 
laid, @ 19c . 
583 square feet ar t i fi c i a 1 
stone driveways, con- 
crete base and wear- 
ing surface, furnished 
and laid, @ 19c. . 
17 covers reset @ $3 . 
15 courses of brickwork laid 

@ 50c 

31 square yards loam space 
graded and seeded @ 
25c. 



$2 00 

1,209 16 

8 00 



462 00 
144 75 



33 00 



300 80 



4 00 



9 00 



8,675 10 



644 10 



2,336 81 



110 77 
51 00 

7 50 



$956 37 

2,481 97 

2 70 

16 00 

14 50 

116 IS 



7 75 



Carried forward 



$14,005 74 



3,587 72 



Public Works Department. 



281 



Brought forward 

Extra work — Fur nish 
and place Topeka pave- 
ment on macadam base 
on Hampstead road at 
approach to Arborway: 
185 square yards Topeka 
pavement furnished 
and laid on macadam 
base ©$1.74 
Extra work — Haul and 
lay granite block gut- 
ters, gravel base and 
joints in Hampstead 
road at approach t o 
Arborway : 
24 square yards g r a n i te 
block paving hauled 
and laid, gravel base 
and joints, @ $1.25 . 
Extra work — Subgrade 
approach at Arborway 
and place second-hand 
tar macadam on same: 
3 days, foreman, @ $6 
24 days' labor @ $4.80 
Plus 15 per cent on 
$133.20 
5 days, double team, @ $8, 
J day, steam roller, @ $16, 



Less 15 per cent retained, 



$14,005 74 $3,587 72 



321 90 



30 00 



18 


00 


115 


20 


19 


98 


40 


00 


4 


00 


$14,554 82 


2,183 


22 



12,371 60 



$15,959 32 



Harvard street, from Fabyan street to beyond Brookview street. (Not 
finished.) Length, 690 linear feet. Area, 2,267 square yards. Edge- 
stone set, brick sidewalks laid and Topeka pavement laid. 



Engineering .... 

Engineering expense . 

Inspection .... 

Edgestone, 382 feet straight 

Advertising .... 

Amount paid to Rowe Contracting Company, 
under contract : 

Removing trees, bushes etc., 

900 cubic yards earth excava- 
tion @ $1.30 . 

540 linear feet straight edge- 
stone and corners hauled 
and set @ 35c. 



$132 00 
1,170 00 



189 00 



$295 54 

34 91 

229 36 

493 74 

3 85 



Less 15 per cent retained 



[,491 00 
223 65 



1,267 35 



Havelock street, from Blue Hill avenue to Morton street, 
started.) 



2,324 75 



(Work not 



282 



City Document No. 26. 



Engineering . 
Engineering expense 



$85 00 
2 50 



$87 50 



Hill Top street, from Granite avenue to Hallet street. Work done in 
1916 and 1917. 



Payment to Martino De Matteo for work done in 1916 
and 1917 .... 



$1,600 00 



Execution of court damages for extra work for filling and materials 
furnished. 

Holden street, from Columbia road 400 feet westerly. Length, 416 linear 
feet. Area, 1,110 square yards. Edgestone set, asphalt' pavement 
laid and artificial stone sidewalks constructed. 



Engineering 

Engineering expense . 

Inspection 

Edgestone, 809 feet straight, 18 feet 10 inches 

circular 

Photographs .... 

Advertising 

Labor, handling stock 

Blocks, old granite 

Amount paid to Martino DeMatteo, under 
contract : 

Removing trees, bushes, 

etc 

641 cubic yards earth excava- 
tion @ $1.35 . 
810 linear feet straight edge- 
stone and corners hauled 
and set @ 35c. 
19 linear feet circular edge- 
stone set @ 25c. . 
128 linear feet existing edge- 
stone reset @ 25c. 
4 square yards granite block 
paving hauled and laid, 
concrete base, sand bed 
and grout joints, @ 
$2.50 .... 
1,089 square yards concrete 
base, bituminous con- 
crete binder and asphalt 
wearing surface, fur- 
nished and laid @ $2.85, 

13 square yards existing brick 

sidewalks relaid @ 75c, 

1,794 square feet artificial stone 
foundation furnished 
and placed @ 3c. . 

4,344 square feet artificial stone 
sidewalks, concrete base 
and wearing surface, fur- 
nished and laid @ 28c, 
8 covers reset @ $3 . 

14 courses of brickwork laid 

@ 50c 7 00 



$15 00 
865 35 



283 50 

4 75 

32 00 



10 00 



3,103 65 
9 75 



53 82 



1,216 32 
24 00 



$153 94 

5 01 

129 13 

1,007 87 
22 00 

5 32 
15 39 

6 50 



5,625 14 



$6,970 30 



Public Works Department. 283 

Holton street, from Everett street to Antwerp street. Length, 726 linear 
feet. Area, 2,047 square yards. Artificial stone, 8,687 square feet. 
Edgestone hauled and set, asphalt pavement laid and artificial stone 
sidewalks constructed. 

Engineering . $246 58 

Engineering expense 3 86 

Inspection 123 67 

Edgestone, 1,276 feet straight, 38 feet circular 

and 8 small corners 1,629 84 

Advertising 5 28 

Labor, handling stock 43 50 

Amount paid to John F. Lynch, under con- 
tract: 

Removing trees, bushes, 

etc $300 00 

1,628 cubic yards earth excava- 
tion @ $1.40 . . 2,279 20 
1,282 linear feet straight edge- 
stone and corners hauled 
and set @ 31c. . . 397 42 
38 linear feet circular edge- 
stone set @ 28c. . 10 64 
56 linear feet existing edge- 
stone reset @ 25c. . 14 00 
16 square yards existing 
granite block paving 
relaid, concrete base, 
sand bed, grout joints, 
@ $2.75 .... 44 00 

2,047 square yards concrete 
base, bituminous con- 
crete binder and as- 
phalt wearing surface, 
furnished and laid 
@ $2.63 ... . 5,383 61 

8,539 square feet artificial stone 
sidewalks, concrete 
base and wearing sur- 
face, furnished and laid 
@ 18c. ..... • 1,537 02 

148 square feet artificial stone 
driveways, concrete 
base and wearing sur- 
face, furnished and 
laid @ 50c. ... 74 00 

16 covers reset @$j3 . 48 00 

12 courses of brickwork laid 

@ 50c 6 00 

10,093 89 

$12,146 62 



Hubert street, from Shawmut avenue to Westminster street. (Unfinished 
work from 1916 and 1917.) 

Engineering $5 24 

Inspection 33 61 

Amount paid Central Construction Company, 
under contract: 
308 linear feet edgestone reset 

@ 25c $77 00 



Carried forward ... $77 00 $38 85 



284 City Document No. 26. 

Brought J orward . . . $77 00 $38 85 

458 square yards concrete base 
and Topeka wearing 
surface furnished and 
laid @ $3.79 . . . 1,735 82 

128 square yards existing 
brick sidewalks relaid 
@ 30c 38 40 

921 square feet artificial stone 

sidewalks furnished and 

laid, concrete base and 

wearing surface @ 26c, 239 46 

2 covers reset @ $3 . 6 00 

8 courses of brickwork laid 

@50c 4 00 



— 2,100 68 

*$2,139 53 

Hunnewell avenue, from Champney street to Atkins street. (Work done in 
1918.) 

Steamroller $21 00 

Teaming 12 50 



— $33 50 

Irma street, from Woodrow avenue to Callender street. Length, 598 
linear feet. Area, 1,788 square yards. Edgestone set, bitulithic pave- 
ment laid and artificial stone sidewalks constructed. 

Engineering $201 86 

Engineering expense 4 06 

Inspection 83 10 

Edgestone, 1,000 feet straight, 24 feet cir- 
cular, 6 small corners and 3 special stones . 1,289 18 

Advertising 5 20 

Handling stock 20 

Amount paid to Warren Brothers, under 
.contract: 

Removing trees, bushes, 

etc $20 00 

873 cubic yards earth excava- 
tion @ $ 1.65 . . . 1,440 45 
976 linear feet straight edge- 
stone and corners 
hauled and set @ 37c, 361 12 
37 linear feet circular edge- 
stone set @ 45c . . 16 65 
37 linear feet existing edge- 
stone reset @ 35c . . 12 95 
2 square yards existing 
granite block paving 
relaid for edgings, con- 
crete base, sand bed and 
grout joints, @ $2.30 . 4 60 
1,778 square yards concrete 
base, bitulithic wearing 
surface, furnished and 
laid @ $2.60 . . . 4,622 80 

Carrie 1 forward . . . $6,478 57 $1,583 60 

* Of this amount, $390.98 was paid under reconstructing and repairing streets by 
contract. 



Public Works Department. 285 

Brought forward . . $6,478 57 $1,583 60 

6,929 square feet artificial 
stone sidewalks fur- 
nished and laid @ 22c, 1,524 38 
284 square feet artificial 
stone driveways fur- 
nished and laid @ 26c, 73 84 
20 covers reset @ $3 . . 60 00 
19 courses of brickwork laid 

@50c 9 50 

Extra work — Furnish 
and lay 2-inch bitu- 
lithic wearing surface 
on existing macadam 
base where directed : 
302 square yards bitulithic 
wearing surface fur- 
nished and laid on exist- 
ing macadam base @ 
$2.04 .... 616 08 

— — 8,762 37 

$10,345 97 

Justin road, from Bigelow street to Atkins street. Length, 467 linear 
feet. Area, 1,398 square yards. Edgestone set, asphalt pavement 
laid and artificial stone sidewalks constructed. 

Engineering 

Engineering expenses 

Inspection 

Edgestone, 801 feet straight, 38 feet circular 

and 8 small corners 

Advertising 

Labor, handling stock 

Amount paid to Central Construction Com- 
pany, under contract: 
621 cubic yards earth excava- 
tion @$1.50. . . $931 50 
818 linear feet straight edge- 
stone and corners 
hauled and set @ 25c, 204 50 
38 linear feet circular edge- 
stone set @ 18c . . 6 84 
480 linear feet crushed stone 
and concrete foundation 
furnished and placed 
@ 20c .... 96 00 
35 linear feet existing edge- 
stone reset (g 20c 7 00 
9 square yards existing block 
paving relaid, gravel 
joints, @, 70c . 6 30 
11 square yards existing gran- 
ite block paving relaid 
for edgings, concrete 
base, sand bed and 
grout joints, @ $2.75 . 30 25 
1,390 square yards concrete 
base, bituminous con- 
crete binder and asphalt 
wearing surface, fur- 
nished, laid, © $2.60 . 3,634 SO 



$204 98 


4 


19 


117 


7:. 


1,053 


66 


5 


23 


12 


40 



Carried j or ward . . . $4,917 19 $1,398 21 



286 City Document No. 26. 

!1,398 21 



Brought jcrivard 


$4,917 19 


5,494 square feet artificial stone 




sidewalks furnished and 




laid @ 23|c. 


1,291 09 


170 square feet artificial stone 




driveways furnished 




and laid @ 30c. 


51 00 


8 covers reset @ S3 . 


24 00 


Extra work — Remove 




existing edgestone and 




sidewalk and construct 




driveway at No. 31: 




4 hours, foreman @ 78c. 


3 12 


4 hours, edgestone setter, @ 




$1 . . 


4 00 


16 hours, helper, @ 50c. 


8 00 


8 hours, finisher, @ 75c. 


6 00 


Plus 15 per cent on S21.12, 


3 17 


2 hours, double team, @ $1, 


2 00 



S209 24 


6 


35 


116 


34 


1,993 


57 


3 


85 


7 


50 


44 


55 


5 


62 



6,309 57 

$7,707 78 

Kenton road, from Washington street 844 feet easterly. Length, 839 
linear feet. Area, 1,900 square yards. Edgestone set, Topeka pave- 
ment laid and artificial stone sidewalks constructed. 

Engineering .... 

Engineering expense . 

Inspection .... 

Edgestone, 1,482 feet straight, 90 feet circular 
and 16 small corners 

Advertising .... 

Blocks . . . . . 

Templets .... 

Labor, handling stock 

Amount paid to Rowe Contracting Company, 
under contract: 

Removing trees, bushes, 

etc., .... $118 00 

1.090 cubic yards earth excava- 
tion @$1.30. . . 1,417 00 
5 cubic yards rock excava- 
tion @ $6 30 00 

1,524 linear feet straight edge- 
stone and corners 
hauled and set @ 35c, 533 40 

90 linear feet circular edge- 
stone set @ 25c. . . 22 50 
36 linear feet existing edge- 
stone reset @ 25c. 9 00 
47 square yards existing gran- 
ite block paving relaid, 
concrete base, sand bed 
and grout joints, @ 
$1.50 .... 70 50 

1,916 square yards concrete base 
and Topeka wearing sur- 
face furnished and laid 
@ $2.75 .... 5,269 00 

7,128 square feet artificial stone 
foundation furnished 
and placed @ 2c. . 142 56 



Carried f 07 ward . . . $7,611 96 $2,387 02 



Public Works Department. 287 

2,387 02 



Brought forward 


$7,611 96 


6,730 square feet artificial stone 




sidewalks, concrete base 




and wearing surface 




furnished and laid, @ 




22c 


1,480 60 


398 square feet artificial stone 




driveways, concrete 




base and wearing sur- 




face furnished and laid, 




@25c 


99 50 


15 covers reset @, $3 


45 00 


10 courses of brick work laid 




@ 50c 


5 00 


Extra work — Remove 




that part of building of 




Timon estate which pro- 




jects over the street line : 




73 hours' labor (a, 65c. . 


47 45 


Plus 15 per cent on $47.45, 


7 12 




$9,296 63 


Less 15 per cent retained, 


1,394 49 



7,902 14 
$10,289 16 



Levant street, from Geneva avenue to Topliff street. Length, 689 linear 
feet. Area, 2,040 square yards. Edgestone set, asphalt pavement 
laid, artificial stone sidewalks constructed. 



Engineering 




$203 


13 


Engineering expense . 




5 


10 


Inspection 




125 


31 


Edgestone, 650 feet straight, 28 feet 9 inches 






circular and 4 special stones . 




870 


60 


Photographs .... 




10 


0(1 


Advertising 




3 


19 


Labor, handling stock 




32 


51 


Amount paid to McGuire & 


McGourty, 






under contract: 








1,100 cubic yards earth excava- 








tion @ 78c. . 


$858 00 






650 linear feet straight edge- 








stone and corners 








hauled and set @ 27c. . 


175 50 






52 linear feet circular edge- 








stone set @ 25c. . 


13 00 






367 linear feet existing edge- 








stone reset @, 20c. 


73 40 






2,040 square yards concrete 








base, bituminous con- 








crete binder and asphalt 








wearing surface fur- 








nished and laid @ $2.82, 


5,752 80 






5.917 square feet artificial stone 








foundation furnished 








and placed @ 2^c. 


147 93 






5,917 square feet artificial stone 








sidewalks, concrete base 








and wearing surface 








furnished and laid (a 








20c 


1,183 40 







Carried forward . . . $8,204 03 $1,249 84 



288 City Document No. 26. 

Brought jorward . . . $8,204 03 $1,249 84 
Extra work — Furnish 

and lay 1§ inch asphalt 

wearing surface with 1^ 

inch bituminous binder 

on existing macadam 

base in Levant street, 

from Topliff street to 

Geneva avenue: 
105 square yards bituminous 

concrete binder and as- 
phalt wearing surface 

furnished and laid on 

existing- macadam base 

@ $2.25 .... 236 25 



$369 73 


4 


60 


107 40 


1,786 


06 


9 


45 


14 


S3 


16 


00 


84 


54 



$8,440 28 
Less 15 per cent retained, 1,266 04 

— 7,174 24 

— $8,424 08 

Lucerne street, from Callender street to Woodrow avenue. Length, 812 
linear feet. Area, 2,370 square yards. Edgestone set, asphalt pave- 
ment laid and artificial stone sidewalks constructed. 

Engineering . 

Engineering expense . 

Inspection 

Edgestone, 1,370 feet straight, 83 feet cir 
cular .... 

Advertising . 

Templets 

Photographs 

Labor, handling stock 

Amount paid the Bermudez Company, under 
contract : 

Removing bushes, trees, 

etc $50 00 

1,209 cubic yards earth excava- 
tion @ $1.35 . . . 1,632 15 

1,370 linear feet straight edge- 
stone and corners 
hauled and set @ 35c, 479 50 

83 linear feet circular edge- 
stone set @ 30c. . . 24 90 
54 linear feet existing edge- 
stone reset @ 25c. . 13 50 
2 square yards existing 
granite block paving re- 
laid, gravel joints, @ $1, 2 00 
14 square yards existing 
granite block paving re- 
laid, concrete base, sand 
bed and grout joints, 
® $3 42 00 

2,449 square yards concrete 
base, bituminous con- 
crete binder and as- 
phalt wearing surface 
furnished and laid @ 
$2.85 .... 6,979 65 



Carried Jorward . . . $9,223 70 $2,392 61 



Public Works Department. 289 



Brought J or ward 


$9,223 70 


$2,392 61 


25 square yards bituminous 






wearing surface fur- 






nished and laid on ex- 






ting macadam founda- 






tion @ $1.85 . 


46 25 




9,455 square feet artificial stone 






foundation furnished 






and placed @ 2c. . 


189 10 




9,455 square feet artificial stone 






sidewalks, concrete base 






and wearing surface fur- 






nished and laid @ 20c. . 


1,891 00 




20 covers reset @ S3 . 


60 00 




25 courses of brickwork laid 






@50c 


12 50 


11,422 55 







6 


60 


220 


22 


890 


84 


7 98 


9 


03 


283 


50 



S.815 16 

Malvema road, from Metropolitan avenue to Ethel street. Length, 414 
linear feet. Area, 1,250 square yards. Edgestone set and reset, 
bituminous macadam roadway laid, artificial stone sidewalks and 
driveways constructed. 

Engineering $255 23 

Engineering expense 

Inspection 

Edgestone, 582 feet straight, 96 feet circular 

and 14 small corners 

Advertising 

Labor, handling stock 

Road oils, 2,700 gallons 

Amount paid to William J. Rafferty & Co., 
under contract: 

Removing trees, bushes, 

etc $10 00 

750 cubic yards earth excava- 
tion ® $1.45 . . . 1,087 50 
628 linear feet straight edge- 
stone and corners 
hauled and set @ 35c, 219 80 
90 linear feet circular edge- 
stone set @ 35c. . . 31 50 
53 linear feet existing edge- 
stone reset @, 30c. . 15 90 
427 linear feet crushed stone 
and concrete foundation 
furnished and placed @ 
23c. ... 98 21 
7 square yards existing 
granite block paving re- 
laid, gravel joints, @ 
75c' .... 5 25 
1,303 square yards bituminous 
macadam surface fur- 
nished and laid @ $1, 1,303 00 
4,341 square yards artificial 
stone sidewalks fur- 
nished and laid @ 25c, 1,085 25 
405 square feet artificial 
stone driveways fur- 
nished and laid @ 30c, 121 50 



Carried forward . . . $3,977 91 $1,673 40 



290 City Document No. 26. 



Brought forward 


$3,977 


91 


$1,673 40 


8 covers reset @ $3 


24 


00 




6 courses of brickwork laid 








@ 50c 


3 


00 




37 cubic yards loam furnished 








and placed in tree pits 








@ $2.25 .... 


83 


25 




Extra work — Rehandle 








edgestone and r e fi 1 1 








edgestone trench where 








necessary for the p u r- 








pose of construe ting 








driveways: 








9 hours, edgestone setter, @ 








$1 


9 


00 




9 hours, paver, @ $1 . 


9 


00 




55 hours' labor @ 45c. . 


24 


75 




Plus 15 per cent on $42.75, 


6 


41 




12 hours, double team, @ $1, 


12 


00 


4,149 32 









5,822 72 

Mascot street, from Ballou avenue to Norfolk street. Length, 194 linear 
feet. Area, 410 square yards. Edgestone set, asphalt pavement 
laid and artificial stone sidewalks constructed. 

Engineering $522 21 

Engineering expense 18 65 

Inspection 332 19 

Edgestone, 260 feet straight, 19 feet circular 

and 2 small corners 349 77 

Advertising 7 87 

Labor, handling stock 13 32 

Road oils, 950 gallons binder 99 75 

Amount paid to Martino DeMatteo, under 
contract: 

170 cubic yards earth excava- 
tion (not including ex- 
cavation for artificial 
stone wall, steps, etc.) 
@ $1.35 .... $229 50 

250 linear feet straight edge- 
stone and corners 
hauled and set @ 30c, 75 00 

19 linear feet circular edge- 
stone set @ 25c. . . 4 75 
50 linear feet existing edge- 
stone reset @ 25c. . 12 50 
380 square yards bituminous 
macadam surface f u r- 
nished and placed @ 
$1.20 .... 456 00 
2,200 square feet artificial stone 
sidewalks, concrete base 
and wearing surf ace 
furnished and 1 a id @ 

22c 484 00 

100 square feet artificial stone 
driveways, concrete 
base and wearing sur- 
face furnished and laid 
@ 35c ... 35 00 

Carried forward . . . $1,296 75 $1,343 70 



Public Works Department. 291 



Brought J orward 


$1,296 75 


$1,343 76 


2,300 square feet artificial stone 






foundation f u r n i she d 






and placed @ 5c. . 


115 00 




2 covers reset @ $3 


6 00 




2 courses of brickwork laid 






@ 50c 


1 00 




Artificial stone walls, step 






and platforms built (un- 






finished) 


2,300 00 






$3,718 75 




Less 15 per cent retained, 


557 81 


3,160 94 










«M r.(\A 7/-) 






cCraw street, from Belgrade avenue to railroad. 


(Work not started.) 


Engineering 




$21 00 



Middleton street, from Theodore street to Wildwood street. Length, 242 
linear feet. Area, 700 square yards. Edgestone set, bitulithic pave- 
ment laid. 

Engineering $146 90 

Engineering expense 2 54 

Inspection 103 87 

Edgestone, 384 feet straight, 40 feet circular, 523 50 

Advertising 5 20 

Labor, handling stock 5 74 

Amount paid to Warren Brothers Company, 
under contract : 
Removing trees, bushes, 

etc $10 00 

18 cubic yards earth excava- 

tion @ $1.65 ... 29 70 

516 cubic yards gravel filling 

furnished @ $1.65 . . 851 40 

405 linear feet straight edge- 
stone and corners hauled 
and set @ 37c. . 149 85 

38 linear feet circular edge- 
stone set @ 45c. . . 17 10 
94 linear feet existing edge- 
stone reset @ 35c. . . 32 90 
8 square yards existing gran- 
ite block paving relaid, 
gravel joints, @ $1 . . 8 00 
5 square yards existing gran- 
ite block paving relaid 
for edgings, concrete base, 
sand bed, grout joints, @ 

$2.30 11 50 

734 square yards concrete base 
and bitulithic wearing 
surface furnished and laid 
@ $2.60 .... 1,908 40 

11 covers reset @ $3 . . 33 00 

19 courses of brick work laid @ 

50c 9 50 

Brought] orward . . . $3,061 35 $787 75 



292 City Document No. 26. 

Brought forward . _ . . $3,061 35 $787 75 

Extra work — Furnish and 
lay 2- inch bitulithic 
wearing surface on exist- 
ing macadam base where 
directed: 
151 square yards bitulithic wear- 
ing surface furnished and 
laid on existing macadam 
base @ $2.04 ... 308 40 



3,369 39 

$4,157 14 

Moraine street, from South Huntington avenue to Jamaica way. Length, 
1,423 linear feet. Area, 21,304 square feet. Artificial stone side- 
walks and driveways constructed. (Unfinished work from 1917-18.) 

Engineering $81 92 

Engineering expense 3 69 

Inspection 120 83 

Edgestone 14 60 

Teaming 262 75 

Steam roller, rolling 350 00 

Labor, handling stock 60 

Advertising 3 45 

Amount paid to Joseph A. Singarella, under 
contract : 
25 linear feet existing edge- 
stone reset @ 25c. . $6 25 
21,304 square feet artificial stone 
foundation furnished 
and placed @ 7c. . 1,491 28 
20,809 square feet artificial stone 
sidewalks, concrete 
base and wearing sur- 
face furnished and laid 

@ 18c 3,745 62 

495 square feet artificial stone 
driveways, concrete 
base and wearing sur- 
face furnished and laid 

@ 22c 108 90 

Extra work — Light un- 
finished sidewalks dur- 
ing suspension of work 
on Moraine street: 
26 Nights lighting @ $1 . 26 00 

Extra work — ■ Remove 
existing edgestone and 
haul and set corners 
for new driveways in 
Moraine street and 
Peabody street: 
4| days' labor @ $4.50 . 20 25 

| day edgestone setter @ 

$7 5 25 

Plus 15 per cent on$25 .50, 3 83 

f day double team @ $8 . 3 00 

| day auto truck @ $24 . 9 00 

5,419 38 

$6,257 22 



Public Works Department. 293 

Mt. Ida road, from 254 feet south of Marie street to Robinson street. 
Length, 886 linear feet. Area, 2,560 square yards. Edgestone set, 
asphalt pavement laid, artificial stone sidewalks constructed. 

Engineering $478 81 

Engineering expense 24 06 

Inspection .... ... 710 90 

Edgestone, 1,450 feet straight, 49 feet circular 

and 6 small corners 1,856 67 

Advertising 3 19 

Photographs 10 00 

Labor, handling stock 72 8*V 

Templets 13 68 

Steam roller 7 50 

Amount paid to McGuire & McGourty, under 

contract : 
1,950 cubic vards earth excava- 
tion® 78c. . . . $1,521 00 
10 cubic yards rock excava- 
tion @ $6 . 60 00 
1,400 linear feet straight edge- 
stone and corners hauled 
and set @ 27c. . . 378 00 
. 50 linear feet circular edge- 
stone set @ 25c. . . 12 50 
40 linear feet existing edge- 
stone reset @ 20c. . 8 00 
2,629 square yards concrete 
base, bituminous con- 
crete binder and as- 
phalt wearing surface 
furnished and laid @ 
$2.82 .... 7,413 78 
9,100 square feet artificial stone 
foundation furnished 
and placed © 2|c. . 227 50 
9,100 square feet artificial stone 
sidewalks, concrete base 
and wearing surface, fur- 
nished andlaid @ 20c, 1,638 00 
90 square feet artificial stone 
driveways, concrete 
base and wearing surface 
furnished andlafd@29c, 26 10 
10 covers reset @ $3 . . 30 00 
17 courses of brickwork laid 

@ 50c. .... 8 50 

Extra work — Furnish and 
lay 1^-inch asphalt 
wearing surface with lf- 
inch bituminous con- 
crete binder on existing 
macadam base in Mt. 
Ida road, from 254 feet 
south of Marie street to 
Robinson street: 
61 square yards bituminous 
concrete binder and as- 
phalt wearing surface, 
furnished and laid on 
existing macadam base 
@ $2.25 .... 137 25 

Carried forward . . . $11,460 63 $3,177 68 



294 City Document No. 26. 

Brought forward . . . $11,460 63 $3,177 68 
Extra work — Trim the 
base of concrete wall on 
Mt. Ida road, around 
Ronan Park, to conform 
with the grades of the 
artificial stone sidewalk. 



$11,460 63 
Less 15 per cent retained, 1,719 09 



9,741 54 
$12,919 22 



Nevada street, from Fairmount street to Wilmington avenue. (Unfinished 
work from 1918.) 

Final payment on contract to Martino DeMatteo for 

work done in 1918 $401 27 



Norfolk street, from Corbet street to Blue Hill avenue. Roadway widened. 
Street constructed. Bridge constructed. Edgestone set and reset. 
Artificial stone sidewalks constructed. 

Engineering $1,394 34 

Engineering expense 11 78 

Inspection 537 55 

Labor, fence 4 00 

Labor, bridge 1,701 63 

Labor, handling stock 2 50 

Bridge materials, paint, wood preservative . 1,777 99 

Lumber 3,561 23 

Nails 79 98 

Edgestone 67 80 

Amount paid to Warren Brothers, under 
contract : 
50 1 i n e a r feet straight 

edgestone hauled and set 

@ 50c $25 00 

33 linear feet existing edge- 
stone reset @ 40c. . . 13 20 
51| cubic yards concrete base 

furnished and laid 

@ $8.75 .... 452 08 

485 square yards bitulithic 

wearing surface furnished 

and laid @ $2 . . _ . 970 00 

60 square yards skim patching 

furnished and laid 

@$1.50 ... . 90 00 

560 square feet artificial stone 

foundation furnished and 

placed @ 15c. . . . 84 00 

560 square feet artificial stone 

sidewalks concrete base 

and wearing surface fur- 
nished and laid @ 25c. . 140 00 



Less 15 per cent retained . 


$1,774 28 
266 14 


1,508 14 
$10,646 94 







Public Works Department. 295 



Brought j or ward $10,646 94 

Amount paid Warren Brothers Company, 
changing driveway 89 71 

Amount paid John McCourt Company, under 
contract: 
Rebuilding bridge parapets .... 2,584 10 

Amount paid John McCourt Company : 

Rebuilding concrete wall and coping on wing 

wall . . 48 06 

Amount paid Daddario & Booth, under 
contract: 

Building additions to abutments of bridge . 5,400 00 

Amount paid Transit Department for work 

done and materials furnished . 6,934 10 

Amount paid Boston Elevated Railway Com- 
pany for electric current and connections for 
air compressor: 95 33 

Amount paid New York, New Haven & Hart- 
ford Railroad Company for services of flag- 
man 

Advertising 

Teaming 



North Beacon street, from Cambridge street to Market street. Length, 
3,267 linear feet. Area, 12,409 square yards. Artificial 56,502 
square feet. Street widened and sub- graded, edgestone set and 
reset, bitulithic pavement laid and artificial stone sidewalks con- 
structed.! 

Engineering $268 45 

Engineering expense 3 51 

Inspection '. 309 14 

Edgestone 120 47 

Teaming 3 00 

Steam roller 7 00 



436 


91 




50 


48 




12 


00 


*$26,297 63 







$711 57 


Credit: Blocks, old granite 




82 00 




$629 57 


Amount paid to Warren Brothers 


3 Company, 




under contract : 






Removing trees, bushes, 






etc 


$1,600 00 




6,523 cubic yards earth exca- 






vation @ $1.50 . . 


9,784 50 




105 cubic yards rock excava- 






tion @ $6 . 


630 00 




3,237 linear feet straight edge- 






stone and corners 






hauled and set @ 35c, 


1,132 95 




550 linear feet straight edge- 






stone hauled and set 






(stored at or near line 






of work) @ 27c. . 


148 50 




369 1 inear feet circular edge- 






stone set @ 35c. 


129 15 




Carried forward 


$13,428 10 


$629 57 



* Of this amount, $594.43 was charged to the appropriation for Norfolk Street, Dor- 
chester, Widening. 

t Work completed May 27, 1919. 



296 City Document No. 26. 

Brought forward _ ._ . . $13,425 10 $629 57 

1,271 linear feet existing edge- 
stone reset @ 23c. . 292 33 
31 square yards existing 
granite block paving, 
relaid, gravel joints, 
@ 90c 27 90 



6X1 square yards existing 




granite block paving 




relaid for brows of car 




tracks, concrete, ce- 




ment sand bed, grout 




joints, @ $2.71 . 


1,655 81 


75 square yards existing 




granite block paving 




relaid for edgings, con- 




crete base, grout joints, 




@$2.61 


195 75 


12,409 square yards bitulitbjc 




wearing surface and 




concrete base fur- 




nished and laid @ 




$2.90 .... 


35,986 10 


55,425 square feet artificial 




stone sidewalks -fur- 




nished and laid @ 22c, 


12,193 50 


1,077 square feet artificial 




stone driveways fur- 




nished and laid @ 




25c 


269 25 


10 covers reset @ $3 . 


30 00 


2 courses of brickwork 




laid @ 50c. 


1 00 


Extra work ■ — Haul re- 




cut granite blocks from 




Massachusetts avenue 




lot: 




68 hours, auto truck, @ 




$3.75 .... 


255 00 


18 hours' labor @ 55c. 


9 90 


Plus 15 per cent on $9.90, 


1 49 


Extra work — Remove 




existing edgestone, 




concrete base and bitu- 




lithic pavement where 




directed for new drive- 




ways and haul surplus 




material to Brighton 




Paving Yard: 




31 hours, foreman, @ 68|c, 


21 31 


297 hours' labor @ 55c. 


163 35 


27 hours, time keeper, @ 




50c 


13 50 


Plus 15 per cent on 




SJ98.16 


29 72 


9 hours, auto truck, @ 




$3.75 .... 


33 75 


18 hours, double team, @ 




$1 . . . 


18 00 


4 hours, steam roller, @ 




$i.87i .... 


7 50 



Carried forioard . . . $64,630 26 $629 57 



Public Works Department. 



297 



Brought forward 

3 cubic yards extra bitu- 
minous binder @ $13, 

Extra work — Lay bitu- 
lithic pavement on 
existing macadam 

foundation at Cam- 
bridge street ap- 
proaches to North 
Beacon street : 
401 square yards bitulithic 
pavement, two inches 
deep, laid on existing 
macadam foundation 
@$2.04 

Extra work — Remove 
trees on westerly side 
of street between Cam- 
bridge street and Gor- 
don street : 

Removing trees 



Less amount paid in 
1918 .... 



$64,630 26 
39 00 



$629 57 



818 04 



475 00 



$65,962 30 
45,935 37 



20,026 93 



$20,656 50 



Peabody street, from Brookline avenue to Binney street. Length, 360 
linear feet. Area, 3,591 square feet. Artificial stone sidewalks con- 
structed. (Unfinished work from 1917 and 191S.) 
Engineering $29 84 



Engineering expense 

Inspection 

Gravel 

Flagging 

Crushed stone 

Road oils, 1,500 gallons 

Advertising . 

Labor, roadway excavating 

Labor, macadam spreading 

Labor, gutter relaying 

Labor, crosswalk relaying 

Steam roller 

Teaming . 



Amount paid to Joseph A. Singarella, under 
contract : 

14 square yards existing 
brick sidewalks relaid 
@ 50c $7 00 

3,591 square feet artificial 
stone foundation fur- 
nished and placed @ 
7c 251 37 

3,591 square feet artificial 
stone sidewalks, con- 
crete base and wearing 
surface, furnished and 
laid @ 18c. ... 646 38 



56 

26 85 

87 89 

8 00 

507 46 

157 50 

3 45 

296 70 

179 82 

7 50 

2S 00 

105 00 

114 25 

1,552 82 



904 75 



,457 57 



298 



City Document No. 26. 



$186 63 

5 47 

199 02 


1,537 26 
5 23 

18 65 
7 00 



Perthshire road and Matchett street, from Bigelow street to Matchett street. 
Length, 593 linear feet. Area, 1,716 square yards. Edgestone set, 
asphalt pavement laid, artificial stone sidewalks constructed. 

Engineering 

Engineering expense 

Inspection 

Edgestone, 1,206 feet straight, 31 feet circu- 
lar and 8 small corners 

Advertising 

Labor, handling stock 

Templets 

Amount paid to Central Construction Com- 
pany for constructing Perthshire road, 
under contract: 

Removing trees, bushes, 

etc $50 00 

2,370 cubic yards earth exca- 
vation @ 1.50 . . 3,555 00 
1,131 linear feet straight edge- 
stone and corners 
hauled and set @ 25c, 282 75 
10 linear feet circular edge- 
stone set @ 18c. . . 1 80 
236 linear feet crushed stone 
and concrete founda- 
tion furnished and 
placed @ 20c. . . 47 20 
7 square yards existing 
granite block paving 
relaid, gravel joints, 

@ 70c 4 90 

3 square yards existing 
granite block paving 
relaid for edgings, con- 
crete base, sand bed 
and grout joints, @ 
$2.75 . 8 25 

1,693 square yards concrete 
base, bituminous con- 
crete binder and asphalt 
wearing surface, fur- 
nished and laid @ $2.60, 4,401 80 
7,288 square feet artificial stone 
sidewalks furnished and 
laid @ 23|c. . . . 1,698 58 
283 square feet artificial stone 
drivewavs furnished and 
laid @ 30c. ... 84 90 



Amount paid to Central Construction Com- 
pany for constructing Matchett street, 
under contract: 
449 cubic yards earth excava- 
tion © $1.50 . . . $673 50 
97 linear feet straight edge- 
stone and corners 
hauled and set @ 25c, 24 25 
21 linear feet circular edge- 
stone set @ 18c . 3 78 



10,135 18 



Carried forward 



$701 53 $12,094 44 



Public Works Department. 299 

Brought jonvard . . $701 53 $12,094 44 

36 linear feet crushed stone 
and concrete founda- 
tion furnished and 
placed @ 20c. . . 7 20 

3 square yards existing 
granite block paving 
relaid for edgings, 
concrete base, sand 
bed and grout joints, 
@ $2.75 .... 8 25 

220 square yards concrete 
base, bituminous con- 
crete binder and asphalt 
wearing surface, fur- 
nished and laid @ $2.60, 572 00 

657 square feet artificial 
stone sidewalks fur- 
nished and laid @ 23Jc, 156 75 

1,445 73 

$13,540 17 



Pontiac street, from Hillside street to Tremont street. (Part of work 
done in 1917 and 1918; still unfinished.) 

Engineering $19 50 

Inspection 24 93 

$44 43 

Public Alley No. 818, from St. Stephen street to Public Alley No. 819. 
Length, 455 linear feet. Area, 462 square yards. Edgestone set, 
recut granite block pavement laid, artificial stone sidewalks con- 
structed. 



Engineering 




$112 89 


Engineering expense . 




1 60 


Inspection 




18 71 


Edgestbne, 335 feet straight, 97 feet circular, 


581 78 


Advertising 




3 44 


Labor, handling stock 




4 72 


Blocks, recut, 3,000 . 




150 00 


Amount paid to John McCourt 


Company, 




under contract : 






166 cubic vards earth excava- 






tion "<§s $1.70 . 


$282 20 




361 linear feet straight edge- 






stone and corners hauled 






and set @ 35c. 


126 35 




4 linear feet circular edge- 






stone and special stone 






set @ 35c. 


1 40 




373 linear feet concrete backing 






for edgestone furnished 






and placed @ 35c. . 


130 55 




170 square yards granite block 






paving hauled and laid, 






concrete base, sand bed, 






grout joints, @, $3 


510 00 




1 cover reset @ $3 . 


3 00 





Carried forward . . . $1,053 50 $873 14 



300 



City Document No. 26. 



Brought jorward . • . • 
1 course of brickwork laid 
@ 50c 



Less 15 per cent retained 



$1,053 50 

50 

$1,054 00 
158 10 



$873 14 



895 90 



L,769 04 



Public Alley No. 819, from Westland avenue to Batavia street. Length, 
224 linear feet. Area, 205 square yards. Edgestone set, recut 
granite block pavement and artificial stone sidewalks constructed. 



Engineering .... 

Engineering expense . 

Inspection . 

Edgestone, 406 feet straight, 3 lar 

Advertising 

Blocks, recut granite, 9,400 

Labor, handling stock 

Amount paid to John McCourt 
under contract: 

175 cubic yards earth excava- 
tion @ $1.70 . 

390 linear feet straight edge- 
stone and corners hauled 
and set @ 35c. 
8 linear feet circular edge- 
stone set @ 35c. 
58 linear feet existing edge- 
stone reset @ 25c. . 

324 linear feet concrete backing 
for edgestone furnished 
and placed @ 35c. . 
10 square yards existing gran- 
ite block paving relaid, 
gravel joints, @, 80c. 

205 square yards granite block 
paving hauled and laid, 
concrete base, sand bed, 
grout joints, @ $3 . 
7 square yards existing brick 
sidewalks relaid @, 50c, 

273 square feet artificial stone 
sidewalks furnished and 
laid @ 21c. 



Less 15 per cent retained 



ge corners, 

Company, 
$302 60 

136 50 

2 80 
14 50 

113 40 

8 00 

615 00 

3 50 

57 33 

$1,253 63 

188 04 



$102 52 

72 

39 46 

509 16 

3 44 
436 00 

4 18 



1,065 59 



$2,161 07 



Public Alley No. 820, from Huntington avenue to St. Botolph street. 
Length, 248 linear feet. Area, 264 square yards. Edgestone set, 
recut granite block pavement laid and artificial stone sidewalks 
constructed, 

Engineering $171 87 

Engineering expense 3 85 

Inspection 72 73 

Carried forward ...... $248 45 



Public Works Department. 301 

Brought forward 1248 45 

Edgestone, 298 feet straight, 25 feet circular 

and 2 large corners 399 70 

Advertising 3 45 

Labor, handling stock 4 55 

Blocks, granite recut 9,200 .... 327 20 

Amount paid to John McCourt Company, 
under contract: 
219 cubic yards earth excava- 
tion @ $1.70 . . . $372 30 
340 linear feet straight edge- 
stone and corners 
hauled and set @ 35c, 119 00 
45 linear feet circular edge- 
stone and special stone 
* set @ 35c. ... 15 75 
83 linear feet existing edge- 
stone reset @ 25c. . 20 75 
64 linear feet concrete back- 
ing for edgestone fur- 
nished and placed 
@ 35c. . . . . 22 40 
7 square yards existing 
granite block paving re- 
laid, gravel joints, @, 
@ 80c. .... 5 60 
264 square yards granite 
block paving hauled and 
laid, concrete base, sand 
bed, grout joints, @ $3, 792 00 
6 square yards brick side- 
walks hauled and laid 
@ 60c. .... 3 60 
1,312 square feet artificial stone 
sidewalks furnished and 
laid @ 21c. ... 275 52 
4 covers reset @ $3 . . 12 00 
2 courses of brick work laid 

@ 50c. .... 1 00 

Extra work — Furnish 
and erect about 27 
linear feet of 2 rail, 1|- 
inch iron pipe fence on 
both sides of Public 
Alley No. 820, at Hunt- 
ington avenue and 
construct retaining wall 
at Huntington avenue, 
southerly side. Erect- 
ing iron fence and con- 
structing retaining wall, 112 00 



$1,751 92 
Less 15 per cent retained, 262 79 



1,489 13 

$2,472 48 



Public Alley No. 821, from Gainsborough street to Public Alley No. 820. 
Length, 455 linear feet. Area, 462 square yards. Edgestone set, 
recut granite block pavement laid and artificial stone sidewalks 
constructed. 



302 City Document No. 26. 



Engineering 

Inspection 

Edgestone, 780 feet straight, 78 feet circular 

and 6 large corners 

Advertising 

Labor, handling stock 

Blocks, recut granite 26,700 .... 
Amount paid to John McCourt Company, 
under contract: 
473 cubic yards earth excava- 
tion @ $1.70 . . $804 10 
774 linear feet straight edge- 
stone and corners 
hauled and set® 35c. . 270 90 
41 linear feet circular edge- 
stone and special stone 
set @ 35c. ... 14 35 
113 linear feet existing edge- 
stone reset @ 25c. . 28 25 
99 linear feet concrete back- 
ing for edgestone fur- 
nished and placed @ 
35c. ... 34 65 
462 square yards granite block 
paving hauled and laid, 
concrete base, sand bed, 
grout joints, @ $3 . 1,386 00 
9 square yards existing brick 

sidewalks relaid @ 50c, 4 50 

2,623 square feet artificial stone 
sidewalks furnished and 
laid @ 21c. ... 550 83 

5 covers reset Gb, $3 . 15 00 



$192 05 


64 


38 


1,067 


86 


3 


45 


12 02 


961 


20 



$3,108 58 
Less 15 per cent retained, 466 29 

2,642 29 

$4,943 25 

Public Alley No. 909, from Massachusetts avenue to Hemenway street. 
(Work not started.) 

Engineering $11 00 

Radford lane, from Carruth street to Bushnell street. (Work done in 
1917-18.) 

Final payment to Frank Drinkwater for work done in 

1917-18, under contract $178 65 

Ralston street, from Dorchester avenue to Old Colony avenue. 
(Work done in 1917-18.) 

Road oils, 1,350 gallons $172 00 

Redlands rozd, fro.n Cautre street to Abbot street. (Work not started.) 
Engineering $44 94 



Public Works Department. 303 

Reservoir road, at northeast corner of Beacon street. (Street to be widened.) 

Labor, roadway excavating .... $1,299 72 

Labor, edgestone setting and resetting . 28 50 

Teaming 256 57 

Edgestone, 192 feet circular .... 284 90 

$1,869 69 



Rockdale street, from Savin Hill avenue to Springdale street. (Work not 
started.) 

Engineering $80 00 

Engineering expense . 90 

$S0 90 

Selwyn street, from Farquhar street, 1,174 feet northeasterly. Length, 
1,175 linear feet. Area, 3,392 square yards. Edgestone set, asphalt 
pavement laid and artificial stone sidewalks constructed. 

Engineering . 

Engineering expense 

Inspection 

Edgestone, 1,886 feet straight, 59 feet circular 

and 6 small corners 

Advertising 

Labor, handling stock 



Credit: Blocks, old granite 



Amount paid to McGuire & McGourty, under 
contract : 

Removing trees, bushes, 

etc $50 00 

1,785 cubic yards earth exca- 
vation @ 92c. . . 1,642 20 
5 cubic yards rock exca- 
vation @ $6 . . . 30 00 
1,908 linear feet straight edge- 
stone and corners 
hauled and set @ 

34c 648 72 

60 linear feet circular edge- 
stone set @ 25c . . 15 00 
197 linear feet existing edge- 
stone reset @, 25c . 49 25 
7 square yards existing 
granite block paving 
relaid, gravel joints, @ 

75c 5 25 

25 square yards existing 
granite block paving 
relaid, concrete base, 
sand bed and grout 
joints, @ $2.65 . . 66 25 



$198 47 


4 


73 


308 75 


2,394 


(14 


5 


43 


77 


73 


S2,989 


75 


43 


10 



J,946 65 



Carried forward . . . $4,943 25 $2,946 65 



304 City Document No. 26. 



Brought forward . . . $4,943 25 $2,946 65 
3,611 square yards concrete 
base, bituminous con- 
crete binder and as- 
phalt wearing surface, 
furnished and laid @ 
$2.85 .... 10,291 35 
12,895 square feet artificial stone 
foundation furnished 
and placed @ 2|c. . 322 38 

12,947 square feet artificial stone 
sidewalks, concr ete 
base and wearing sur- 
face, furnished and 
laid @ 20c. . . . 2,589 40 

247 square feet artificial stone 
driveways, concrete 
base and wearing sur- 
face, furnished and laid 

@29c 

20 covers reset @ $3 . 
13 courses of brickwork 
laid @ 50c. . 



71 63 
60 00 




6 50 


15,847 93 

— $18,794 58 





Stanhope street, northerly to Stuart street. (Work not started.) 
Engineering $29 29 

Stratton street, from Lucerne street across Lyford street. (Work done in 
1917 and 1918.) 

Amount paid to Martino DeMatteo, under 

contract $5,339 44 

Less amount paid in 1918 4,301 59 

$1,037 85 



Stuart street, from Clarendon street to Trinity place. Concrete founda- 
tion and brick walk removed. 

Engineering 

Engineering expense 

Labor, excavating 



$74 78 




2 12 




1,088 00 






$1,164 90 



Stuart street, from Berkeley street to Columbus avenue. Small portion 
filled and graded. 

Labor, filling and grading $185 45 

Teaming 8 84 

$194 29 

Tebroc street, from Bowdoin street to Levant street. Length, 212 linear 
feet. Area, 616 square yards. Edgestone set, asphalt pavement 
laid and artificial stone sidewalks constructed. 

Engineering $47 11 

Engineering expense 10 

Inspection 89 49 

Carried forward $136 70 



Public Works Department. 



305 



Brought fonvard 

Edgestone, 126 feet straight, 9 feet circular . 

Advertising 

Labor, handling stock 

Photographs 


$136 70 

171 09 

3 19 

10 85 

11 00 


Amount paid to McGuire & McGourty, under 
contract : 

171 cubic yards earth excava- 
tion @ 78c. . . . $133 38 






126 linear feet straight edge- 
stone and corners 
hauled and set @ 27c, 


34 02 






9 linear feet circular edge- 
stone set @ 25c. . 


2 25 






175 linear feet existing edge- 
stone reset @, 20c. 


35 00 






616 square yards cone rete 








base, bituminous con- 
crete binder and as- 
phalt wearing surface, 
furnished and laid @ 

$2.82 .... 


1,737 12 






1,988 square feet artificial stone 
foundation furni shed 
and placed @ 2|c. 


49 70 






1,9SS square feet artificial stone 
sidewalks, concrete base 








and wearing s u r f a ce, 
furnished and laid @ 
20c 


397 60 


2,030 




Less 15 per cent retained, 


$2,389 07 
358 36 


71 







$2,363 54 



Ticknpr street, from Marine road to Columbia road. Length, 375 linear 
feet. Area, 1,074 square yards. Edgestone set and reset, asphalt 
pavement laid with granite block brows, artificial stone sidewalks 
constructed. 



Engineering .... 
Engineering expense . 
Inspection .... 
Edgestone, 380 feet straight 
Templets .... 
Advertising .... 
Labor, handling stock 
Amount paid to Central Construction Com 
pany, under contract : 

Removing trees, bushes, 

etc 

268 cubic yards earth excava- 
tion © $2 
379 linear feet straight edge- 
stone and corners hauled 
and set @ 30c. 
134 linear feet existing edge- 
stone reset @, 20c. 



$5 00 
536 00 



113 70 



Carried forward 



26 80 

$6S1 50 



$129 11 

96 

124 65 

459 80 

5 44 

8 78 

12 70 



$741 44 



306 City Document No. 26. 

Brought forward . . . $681 50 $741 44 

6 square yards existing gran- 
ite block paving relaid, 
concrete base, sand 
bed, grout joints, @ 
$3.50 .... 21 00 

1,033 square yards concrete 
base, bituminous con- 
crete binder and asphalt 
wearing surface fur- 
nished and laid @ $2.60, 2,685 80 
80 square feet artificial stone 
sidewalks furnished and 
laid @ 35c. ... 28 00 
5 covers reset @ $3 . . 15 00 
5 courses of brickwork laid 

@ 50c 2 50 

211 square yards loam space 
graded and seeded @, 

15c 31 65 

10 cubic yards loam furnished 

@ $3 . . '. . 30 00 

— — 3,495 45 

— ■ $4,236 89 

Tovar street, from Bowdoin street to Cameron street. Length, 200 linear 

feet. Area, 577 square yards. Edgestone set, asphalt pavement 
laid, artificial stone sidewalks constructed. 

Engineering $56 32 

Engineering expense 10 

Inspection 35 80 

Edgestone 17 96 

Advertising 3 19 

Photographs 11 00 

$124 67 
Credit: Blocks, old granite .... 9 00 

$115 67 

Amount paid to McGuire & McGourty, 
under contract: 

100 cubic vards earth excava- 
tion @ 78c. ... $78 00 

576 square yards concrete base, 
bituminous concrete 
binder and asphalt wear- 
ing surface furnished and 
laid @ $2.82 . . . 1*624 32 

24 square yards bituminous 
binder and asphalt wear- 
ing Surface furnished and 
latid on existing m'acadam 
base @. $2.25 ... 54 00 

$1,756 32 
Less 15 per cent retained, 263 45 

1,492 87 

$1,608 54 

Tremont street, from Park street to Boylston street. Roadway to be 
widened. (Work not started.) 

Engineering $6 00 



Public Works Department. 307 

Victory road, from Neponset avenue to Houghton street. (Unfinished.) 
Edgestone set, 215 feet straight, 52 feet circular; earth excavation, 
500 cubic yards; rock excavation, 60 cubic yards. 

Engineering $56 68 



Labor, excavating roadway 
Labor, edgestone excavating 
Labor, edgestone setting and resetting 
Labor, grading gravel sidewalks 

Teaming 

Edgestone, 65 feet new, straight 
Gravel, 24 yards 



1,899 10 

87 87 

108 00 

168 87 

782 42 

80 19 

38 40 



},221 53 



Wachusett street, from Walk Hill street to Eldridge road. Length, 935 
linear feet. Area, 2,706 square yards. Edgestone set, Topeka pave- 
ment laid, artificial stone sidewalks and driveways constructed. 

Engineering $406 81 

Engineering expense 8 60 

Inspection 268 50 

Edgestone, 1,310 feet straight, 164 feet circular 

and 10 small corners 1,898 28 

Advertising 2 70 

Labor, handling stock 54 03 

Templets 13 74 

Photographs 16 00 

Steam roller 7 50 



$2,676 16 
Credit: Bricks, old sidewalk .... 9 45 



$2,666 71 
Amount paid to John Kelly Company, 
under contract: 

Removing trees, bushes, 

etc $2 00 

1,254 cubic yards earth exca- 
vation @ 74c. . . 927 96 
23 cubic yards rock exca- 
vation @ $4 . . 92 00 
1,332 linear feet straight edge- 
stone and corners 
hauled and set @ 35c, 466 20 
166 linear feet circular edge- 
stone set @ 25c. . . 41 50 
243 linear feet existing edge- 
stone reset @ 25c. . 60 75 
11 square yards existing 
granite block paving 
relaid, concrete base, 
sand bed, grout joints, 
© $2.75 ... 30 25 
2,401 square yards concrete 
base and Topeka wear- 
ing surface furnished 
and laid @ $2.70 . 6,698 70 
11,790 square feet artificial stone 
foundation furnished 
and placed @ 5c. . 589 50 



Carried forward . . . $8,908 86 $2,666 71 



30S City Document No. 26. 

Brought forward . . . $8,90S 86 82,666 71 
12,586 square feet artificial stone 
sidewalks, concrete 
base and wearing sur- 
face furnished and laid 
(5 19c. . . . 2,391 34 

33S square feet artificial stone 
driveways, concrete 
base and wearing sur- 
face furnished and laid 

@ 19c 64 22 

19 covers reset @ S3 . . 57 00 

9 courses of brick work laid 

@ 50c 4 50 

Extra work — Furnish 
and place Topeka 
pavement on tar mac- 
adam base on Wachu- 
sett street at intersec- 
tion of Patten street as 
directed: 
194 square yards Topeka 
pavement furnished 
and laid on macadam 
base (3 81.74 . . 337 56 

Extra work — Grade 
existing tar macadam 
surface on "Wachusett 
street at intersection 
of Patten street, as 
directed: 
3* davs, foreman, (a 86 
28| days' labor (a 84.80 

Plus 15 per cent on 
8157.20 
3| days, double team, @ S8, 
f day, steam roller, (a 815, 



Less | day use of city 
steam roller . 



Less 15 per cent retained, 



21 00 
136 20 

23 58 

31 00 

6 00 


811,981 26 
7 50 


SU,973 76 
1,796 06 



10,177 70 

812,844 41 



Walk Hill street, from Blue Hill avenue to Fottler road. Length, 710 linear 
feet. Area, 3,247 square yards. Edgestone set, asphalt pavement laid 
and artificial stone sidewalks constructed. 

Engineering 8370 44 

Engineering expense 17 29 

Inspection 356 47 

Edgestone, 512 feet straight, 14 feet circular 

and S large corners 6S8 42 

Advertising 5 42 

Labor, handling stock S 09 

81,446 13 
Credit: Blocks, old granite .... 162 00 

Carried forward 81,284 13 



3,387 


00 


532 


00 


165 00 


2 


so 


167 


60 



Public Works Department. 309 

Brought forward $1,284 13 

Amount paid to Martino DeMatteo, under 
contract : 

Removing trees, bushes, 

etc $500 00 

2,258 cubic yards earth excava- 
tion @ $1.50 
266 cubic yards extra earth 

excavation @ $2 
550 linear feet straight 
edgestone and cor- 
ners hauled and set @ 

30c 

14 linear feet circular edge- 
stone set @ 20c. 
838 linear feet existing 
edgestone reset (a, 20c, 
586 linear feet crushed stone 
and concrete founda- 
tion furnished a n d 
placed <g 18c. . 105 48 

12 s q u a r e yards existing 
granite block paving 
relaid, gravel joints @ 

50c 6 00 

6 s q u a r e yards existing 
granite block paving 
relaid for edgings, 
sand bed and grout 
joints, @, 80c. . 4 80 

4,311 square 3^ards bituminous 
concrete binder and 
asphalt wearing sur- 
face furnished and laid 
on macadam founda- 
tion @ $1.85 . 7,975 35 
12,050 square feet artificial 
stone sidewalks fur- 
nished and laid @ 25c, 3,012 50 
450 square feet artificial 
stone driveways fur- 
nished and laid @ 35c, 157 50 
14 covers reset© $3 . . 42 00 
21 courses of brickwork laid 

(5 50c 10 50 

Extra work — Excavate 
ledge rock to subgrade 
where directed: 
195 cubic yards rock excava- 
tion @ $8 . . . 1,560 00 
Extra work — - Remove 
the existing bitumi- 
nous macadam from 
the Blue Hill avenue 
roadway where di- 
rected and grade the 
same for an approach 
to Walk Hill street: 
76 hours, foreman % 66|c, 50 54 
959| hours' labor (§) 50c . 479 75 



Carried forward . . . $18,158 82 $1,284 13 



310 



City Document No. 26. 



Brought forward 


$18,158 82 


$1,284 13 


9 hours, blacksmith, 






@75c 


6 75 




Plus 15 per cent on 






$537.04 


80 56 




8(H hours, steam roller, @ $2, 


161 00 




77 hours, auto truck, @ $3 . 


231 00 




81 hours, double team, @ 






90c 


72 90 


18,711 03 







$19,995 16 



Wellington Hill street (north side), from Blue Hill avenue westerly. 
Unfinished roadway to be widened 140 feet. Edgestone set and reset. 

Engineering .... 
Edgestone, 17 feet straight 

Sand 

Cement .... 
Labor, edgestone excavating 
Labor, edgestone resetting . 
Labor, roadway excavating 
Teaming 

$791 10 



$40 37 


14 25 


7 29 


68 


161 30 


67 38 


325 53 


174 30 



Wilbur street, from Cushing avenue to Upham avenue. (Work not started.) 
Engineering $32 17 

Wilcock street, from Morton street to Blue Hill avenue. (Work not started .) 

Engineering $108 17 

Engineering expense 2 60 

Advertising 1 94 

— — $112 71 

Wilmington avenue, from Milton avenue to Nevada street. (Work done in 
1917 and 1918.) 

Amount paid Martino DeMatteo for work 

done in 1917 and 1918, under contract . $5,198 89 
Less amount paid in 1918 . . . . - . 4,249 24 



$949 65 



Wollaston terrace, from Wood avenue to Jones avenue. (Work not started.) 

Engineering $85 23 

Engineering expense 1 90 

Advertising 1 94 

S9 07 



Waupello road, from Bayswater street to Saratoga street. Length, 408 
linear feet. Area, 1^251 square yards. Edgestone set, asphalt pave- 
ment laid and artificial stone sidewalks constructed. 

Engineering $107 36 

Engineering expense ...... 13 04 

Inspection 141 94 

Edgestone, 670 feet straight, 38 feet circular 

and 4 small corners 990 96 

Carried forward $1,253 30 



Public Works Department. 311 

Brought forward $1,253 30 

Advertising 5 18 

Templets 7 20 

Amount paid to James Doherty, under 
contract : 

662 cubic yards earth excava- 
tion @ $1.30 . . $860 60 
764 linear feet straight edge- 
stone and corners set @ 

23c 175 72 

38 linear feet circular edge- 
stone set @ 25c. . . 9 50 
34 linear feet existing edge- 
stone reset @ 21c. . 7 14 
4 square yards existing gran- 
ite block paving relaid, 
concrete base, sand bed, 
grout joints, ® $2.50 . 10 00 
1,251 square yards concrete 
base, bituminous con- 
crete binder and asphalt 
wearing surface, fur- 
nished and laid, @ 
$2.91 .... 3,640 41 
4,694 square feet artificial stone 
sidewalks, concrete base 
and wearing surface, fur- 
nished and laid, @ 

20|c 962 27 

228 square feet artificial stone 
driveways, concrete base 
and wearing surface f ur- 
nished and laid, @24|c, 55 S6 

4,922 square feet artificial stone 
foundation furnished 
and placed @ 3|c. . 172 27 

3 covers reset @ $3 ' . . 9 00 

Extra work — ■ Furnish and 
lay asphalt pavement on 
macadam foundation in 
Saratoga street at ap- 
proach to Waupello 
road: 
45 square yards asphalt pave- 
ment laid on macadam 
foundation @ $1.85 . S3 25 

5,986 02 

$7,2 51 70 

York Street, from Glenway street to Greenwood street. Length, 440 
linear feet. Area, 1,274 square yards. Edgestone set, Topeka pave- 
ment laid and artificial stone sidewalks constructed. 

Engineering $258 21 

Engineering expense 8 50 

Inspection 161 10 

Edgestone, 776 feet straight, 19 feet circular 

and 4 small corners 1,097 83 

"Advertising 9 34 

Templets 19 61 

Carried forward $1,554 59 



312 City Document No. 26. 

Brought forward . . ._ . . . $1,554 59 
Amount paid to Rowe Contracting Company, 
under contract: 
350 cubic yards earth excava- 
tion @ $1.35 . . . $472 50 
791 linear feet straight edge- 
stone and corners 
hauled and set @ 30c, 237 30 
19 linear feet circular edge- 
stone set @ 25c. . . 4 75 
31 linear feet existing edge- 
stone reset @ 25c. . 7 75 
1,274 square yards concrete base 
and Topeka wearing sur- 
face furnished and laid 
@ $2.75 . . . 3,503 50 
52 square yards bituminous 
wearing surface fur- 
nished and laid on maca- 
dam foundation, @ 
$1.85 . . . . 96 20 
2,000 square feet artificial stone 
foundation furnished 
and placed @ 2c. . . 40 00 
3,207 square feet artificial stone 
sidewalks, concrete 
base and wearing sur- 
face furnished and laid 
(unfinished) @ 18c. . 577 26 
370 square feet artificial stone 
driveways, concrete 
base and wearing sur- 
face furnished and laid 

@ 25c 92 50 

1 Bradley head catch- 

basin reset @ $5 . . 5 00 

4 covers reset @ $3 . . 12 00 

5 courses of brickwork laid 

@ 50c 2 50 



$5,051 26 
Less 15 per cent retained, 757 69 



4,293 57 

$5,848 16 



Zamora street, from Perkins to Castleton street. (Work not started.) 

Engineering $57 00 

Engineering expense 90 



$57 90 



PUBLIC WORKS DEPARTMENT. 

V1NG SERVICE I WD CHARGED TO APPROPRIATION "MAINTENANCE." 





























PUBLIC WORKS DEPARTMENT. 
: DONE BY HIGHWAY DIVISION PA VI NO SERVICE FOR 



AITRuPIUATluN 




i 

i 


• 
i 


















Public Works Department. 313 



RECAPITULATION OF STREET WORK. 



Maintenance. 



Adams street, from Robinson street to Per- 

cival street 

Albano street, from Kittredge street to Wash- 
ington street 

Ashby street, from Commonwealth avenue to 

Bay State road . 

Atlantic street, from East Fourth street to 

Thomas park 

Augustus avenue, from Whitford street to 

Poplar street 

B street, from West Broadway to West First 

street 

Batavia street, from St. Stephen street to Hemen- 

way street 

Bay State road, from Ashby street to Chilmark 

street 

Blue Hill avenue, from Georgia street to Seaver 

street 

Bolton street, from D street to E street . 
Brookline avenue, from Audubon road to 

Riverway 

Brookline avenue, from Newbury street to 

Landsdowne street 

Burrell street, from Dudley street to Norfolk 

avenue 

C street, from West Broadway to West First 

street 

Call street, from Keyes street to railroad station, 
Central avenue, from River street to Milton line, 
Chestnut Hill avenue, from Washington street 

to Cleveland circle 

Chilmark street, from Commonwealth avenue to 

Bay State road 

Codman street, from Adams street to Carruth 

street 

Colberg avenue, from Rexhame street to Mont- 
vale street 

Columbia road, from 142 feet east of bridge to 

Old Colony avenue 

Carried forward . . • . 



$2,909 76 


868 


28 


1,122 


76 


338 


42 


423 


45 


996 42 


3,071 


65 


2,296 


03 


36 
675 


75 
06 


1,263 


71 


1,038 


84 


10,040 


83 


1,903 
5,393 

852 


92 

28 
91 


1,609 


14 


1,055 


14 


140 


00 


865 


59 


2,727 


08 


$39,629 02 



314 City Document No. 26. 

Brought forward 

Columbus avenue (west side), from Centre street 

to Washington street 

Common street, from Winthrop street to Park 

street 

Condor street, from Glendon street to Brooks 

street 

Cottage street, from Bunker Hill street to Med- 

ford street . 

Covington street, from Columbia road to East 

Eighth street 

Dorchester avenue, from Melville avenue to 

Ashmont street 

Dudley street, from Washington street to Eliot 

square 

E street, from Old Colony avenue to West Ninth 

street 

East Cottage street, from Dudley street to railroad, 
East Fourth street, from Pacific street to G 

street 

East Ninth street, from Dorchester street to 

Mercer street 

Eliot street, from Carver street to Pleasant street 

(north side) 

Freeport street, from Union street to the bridge, 
Foundry street, at intersection of Dorchester 

avenue 

G street, from East Fourth street to Thomas 

park 

G street, from East Eighth street to Columbia 

road 

Gainsborough street, from Huntington avenue to 

Hemenway street 

Gaylord street, from Washington street to Cham- 
berlain street 

Geneva avenue, from Park street to Bowdoin 

street 

Georgia street, from Blue Hill avenue to Montana 

street 

Gerard street, from Kemble street to Norfolk 

avenue 

Gove street, from Havre street to Bremen street, 
Grampian way, from Savin Hill avenue to Savin 

Hill avenue 

Granby street, from Commonwealth avenue to 

Charles river 

Gray street, from Clarendon street to Berkeley 

street 

Green street, from Main street to High street 

Carried forward 



$39,629 


02 


389 


00 


1,352 


78 


1,722 


25 


337 


16 


623 


56 


2,079 


76 


4,282" 


22 


2,260 
10 


14 
50 


1,352 


66 


2,469 


94 


632 63 

8,768 02 


445 


13 


2,610 71 


981 


25 


4,143 


28 


709 


55 


855 


00 


49 


35 


42 
1,468 


00 
11 


2,841 


37 


1,115 


11 


798 
2,232 


63 
95 


$84,202 90 



Public Works Department. 

Brought forward 

. H street, from East Fifth street to East Seventh 

street 

Hall street, from South street to Call street 
Haviland street, from Massachusetts avenue to 

Hemenway street . . . 
Holton street, from Everett street to Franklin 

street . 

Jersey street, from Brookline avenue 300 feet 

southerly ... .... 

Kittredge street, from Cornell street to Metro- 
politan avenue 

Kneeland street, from Hudson street to Tyler 

street (north side) 

Leicester street, from Bennett street to Armington 

street 

Louis Prang street, from Parker street to Back 

Bay Fens . 

Main street, from Boston & Maine Bridge to 

Somerville line 

Marine road, from I street to K street 

* Marion street, from White street to Bremen 

street 

Marsh street, from Granite avenue to Hallet- 

Davis street 

Medfield street, from Audubon road to St. Mary's 

street 

Mercer street, from Dorchester street to Tele- 
graph street 

Metropolitan avenue, from Ransom street to 

Washington street 

Monadnock street, from Dudley street to Bird 

street 

Montvale street, from Belgrade avenue to Colberg 

avenue 

Mountfort street, from Audubon road to Beacon 

street 

Neponset avenue, from Minot street to Chicka- 

tawbut street (west side) 

Newman street, from Dorchester street to Colum- 
bia road 

North Beacon street, from Parsons street to 

Charles river 

Old Colony avenue, from Dorchester avenue 210 

feet easterly 

Old Colony avenue, from Columbia road 700 feet 

northerly 

Oriole street, from Bellevue street to Park street, 

Carried forward 

* See Street Improvements. 



315 


$84,202 90 


2,756 
135 


20 
07 


952 


66 


1,341 


72 


1,605 


01 


1,013 85 


510 91 


237 


14 


2,674 


66 


3,281 
3,505 


25 
50 


91 


94 


1,911 


23 


1,033 


73 


960 


98 


1,048 06 


448 


74 


771 


89 


3,263 


93 


2,077 06 


3,062 


12 


280 


32 


22 


20 


48 
3,652 


90 
51 


$120,889 


66 



316 City Document No. 26. 

Brought forward . . . . _. . $120,889 66 

Paris street, from Maverick street to Bennington 

street 1,278 00 

Parsons street, from Washington street to North 

Beacon street 4,921 59 

Roxbury street, from Hanley square to Eliot 

square 9,737 82 

St. Botolph street, from Massachusetts avenue to 

Gainsborough street 1,627 11 

St. Botolph street, from Garrison street to Irving- 
ton street . 1,099 50 

Savin Hill avenue, from Dorchester avenue to 

railroad bridge 2,136 01 

Savin Hill avenue, from railroad bridge to Savin 

Hill avenue 5,357 83 

Sherborn street, from Commonwealth avenue to 

Charles river . ■ . ■ . ■ i' 098 U 

South Huntington avenue, from Huntington ave- 
nue to Centre street 21,359 29 

Stratford street, from Saville street to Pelton 

street 963 75 

Tene'an street, from Fulton street to 1,500 feet 
south of Freeport street 3,627 98 

Upton street, from Shawmut avenue to Tremont 
street 1,306 64 

Washington street, from Valley road to Arman- 

dine street ... .... 3,146 37 

Washington street, from Kneeland street to Ben- 
net street 1,164 63 

Washington street, from Dorchester avenue to 

River street 50 19 

Washington street, from Cambridge street to 

Brookline line 916 66 

Westland avenue, from Massachusetts avenue to 

Hemenway street 1,666 93 

Winter street, from East street to beyond Church 

street 641 30 



4182,989 60 



Less amount due highways, making of, $245 50 
Less amount due reconstructing and 

repairing streets by contract . . 115 00 



360 50 



$182,629 10 



Public Works Department. 317 



Charged to Special Appropriations. 

Belgrade avenue extension and Beech street, 

widening $55,092 66 

* Chelsea street, widening 1,360 89 

* Hyde Park avenue, widening .... 1,545 53 

* Norfolk street, widening 594 43 



Total $58,593 51 

Charged to Appropriation for Granolithic Sidewalks. 

Abbott street, in front of Nos. 2, 4, 6 and 26 . . $928 16 

Amory street, from Boylston street to Green 

street 

Beech street, from West Roxbury Parkway to 

Hobson street . 

Blue Hill avenue, east side, from Fremont street 

283 feet southerly 

Broadway, from Washington street to Shawmut 

avenue 

Brookside avenue, from Boylston street to Green 

street 

Evergreen street, west side, from South Hunt- 
ington avenue to Day street .... 
Fremont street, south side, from Blue Hill avenue 

218 feet east . 

Gray street, from Berkeley street to Clarendon 

street 

Hyde Park avenue, west side, from Tower street 

to Walk Hill street 

Lamartine street, from Boylston street to Green 

street 

Olney street, from Rosseter street 140 feet 

northerly 

Paul Gore street, north side, from No. 12 to 

Chestnut street 

Pearl street, from Pleasant street to Dorchester 

avenue 

Pleasant street, from Victoria street 100 feet 

northerly 

Rexford street, from 500 feet north of Oakland 

street . . 

Rockwell street, from Washington street to Milton 

avenue 

Rosseter street, from Bullard street to No. 15 



Carried forward 



75 


00 


8,152 


13 


1,204 


73 


61 


37 


37 


50 


37 


50 


777 


06 


1,684 


44 


37 


50 


37 


50 


24 


■48 


37 


50 


3,723 


32 


227 


27 


305 


08 


3,652 
4,158 


30 
79 


$25,161 


63 



* See, also, Highways, Making of. 





$25,161 63 


to Forest 






37 50 


200 feet 






668 28 


} Harvard 






2,537 52 




$28,404 93 



318 City Document No. 26. 

Brought forward 
Tower street, from Hyde Park avenue 

Hills Cemetery .... 
Victoria street, from Pleasant street 

easterly 

Wales street, from Blue Hill avenue to Harvard 

street 

Total 



Charged to Appropriation for Reconstructing and 
Repairing Streets by Contract. 

Amory street, from Green street 140 feet north of 

Atherton street $21,571 74 

Appleton street, from Tremont street to Berkeley 

street 2,411 60 

* Artificial stone sidewalks 1,062 24 

* Asphalt and bitulithic pavements repaired . 55,678 23 
Atlantic avenue, from Summer street to Broad 

street 67,090 01 

Atlantic avenue, from Broad street to South 

Market street 5,869 58 

Atlantic avenue, from South Market street to 

Commercial street 43,751 17 

Beacon street, from Massachusetts avenue to 

Raleigh street . 397 14 

Bennington street, from Central square to Day 

square 38,146 81 

Beverly street, from Washington Street North to 

Warren Bridge 41 00 

Broadway, from Washington street to Boston & 

Albany Railroad Bridge 11 19 

Cambridge street, from North Russell street to 

Charles street . 16,432 31 

Cambridge street, from Brighton avenue to Hen- 

shaw street 71,776 67 

Causeway street, from Commercial street to 

Washington Street North 17,556 07 

Centre street, from Eliot street across Allandale 

street 54,628 98 

f Centre street, from Spring street to South 

street 527 48 

Church street, from Tremont street to Fayette 

street . 1,083 16 

Columbus avenue, from Centre street to Wash- 
ington street 114 44 

Carried' forward $398,149 82 

* See, also, Schedule A, Maintenance and Street Improvements, 
t See, also, Highways, making of. 



Public Works Department. 

Brought forward 

Commercial street, from north side of Fleet 
street across Hanover street .... 

Commercial street, from Causeway street to 
Hanover street . 

Compton street, from Tremont street across 
Albion street 

Conant street, from Huntington avenue to Parker 
street 

Congress street, from Atlantic avenue to Dor- 
chester avenue 

Corning street, from Tremont street across Porter 
street 

Dorchester avenue, from Congress street to Sum- 
mer street . . 

Dorchester avenue, from Rawson street to Savin 
Hill avenue . .... 

Dorchester street, from West Broadway to West 
Eighth street . • 

East Broadway, from Dorchester street to L 
street . . 

East First street, from H street across Summer 
street 

East Fourth street, from K street across P street . 

* East Newton street, from Albany street to 
Washington street 

Exeter street, from Boylston street to Common- 
wealth avenue 

Federal street, from Milk street to Dewey square, 

Green street, from Washington street to Call 
street 

Greenwich street, from Westminster street to 
Warwick street 

Kilby street, from State street to Milk street 

Leverett street, from Green street to Charles street, 

Main street, from City square across Alford 
street 

Marble street, from Westminster street to War- 
wick street 

Moore street, from Bennington street to Saratoga 
street 

Newburn street, from Sterling street to Weston 
street 

Newbury street, from Arlington street to Fairfield 
street 

Parker street, from Conant street to Tremont 
street 

Carried forward 

* See, also, Street Improvements. 



$398,149 82 


29,259 


00 


53,046 89 


1,178 


00 


6,912 


40 


90 


37 


920 


06 


5 


76 


117,399 44 


6 


16 


74,209 20 


19,853 
50,435 


89 
16 


26 


24 


6,770 91 
15,768 43 


9,703 


96 


6,414 
19,497 

38 


65 
62 
60 


105,947 42 


5,513 


05 


1,340 


90 


3,157 


95 


' 43,978 


33 


5,589 


84 


$975,214 05 



320 City Document No. 26. 

Brought forward $975,214 05 

Rutherford avenue, from Chapman street to Cam- 
bridge street 503 37 

Saratoga street, from Chelsea street to Benning- 
ton street 52,069 06 

Shirley street, from Massachusetts avenue to 400 

feet southerly 7,099 24 

Smith street, from Huntington avenue to St. 

Alphonsus street 4,163 26 

Smith street, from Phillips street to Parker street, 4,336 62 

State street, from Commercial street to Atlantic 

avenue . 37 38 

Sterling street, from Washington street to 

Tremont street 29,314 83 

Summer street, from Fort Point channel to bridge 

over railroad 32,911 86 

Sussex street, from Hammond street to Warwick 

street ... 2,871 52 

Tremont street, from Common street to Castle 
street 33,421 02 

Tremont street, from Castle street to Dover 
street . . 23,029 74 

Tremont street, from Dover street to Northamp- 
ton street 3,099 07 

Tremont street, from Hammond street to William 
Pynchon square 78,879 87 

Warivick street, from Hammond street to Ruggles 

street 21,092 52 

Washington street, from Forest Hills to Archdale 
road 37,878 64 

Washington street, from Market street across 

Tremont street 32,679 00 

Washington street, from Beach street across 

Kneeland street 115 11 

West Broadway, from Dorchester avenue to A 

street 827 75 

West Broadway, from F street to Dorchester 

street 19 52 

Westminster street, from Hammond street to 

Ruggles street ■ . . . 19,160 05 

Weston street, from Warwick street to Tremont 
street 6,907 55 

Windsor street, from Shawmut avenue to Cabot 

street 17,712 16 

Williams street, from Washington street to West- 
minster street 14,477 45 

Carried forward $1,397,820 64 



Public Works Department. 321 

Brought forward $1,397,820 64 

Worcester street and Worcester square, from Har- 
rison avenue to Columbus avenue . . . 23,668 04 



$1,421,488 68 
Amount due from Highways, making of . 390 98 



Total $1,421,879 66 

Charged to Appropriation for Street Improvements. 

Algonquin street, from Harvard street to Wash- 
ington street 

Arlington street, from Boylston street to St. James 

avenue 

Arlington street, from Market street to Arlington 

place 

*Artificial stone sidewalks 

Asphalt street repairs, bituminous pavements . 
Austin street, West street to Chestnut street 
Beacon street, from Raleigh street to Boston & 

Albany Railroad 

Bowdoin street, from Topliff street across Geneva 

avenue 

Bowdoin street, from Mt. Ida road to Topliff 

street, 

Bowdoin street, from Winter street to Quincy 

street 

Boynton street, from Call street to South street . 
Bradlee street, from School street to Washington 

street 

Brainlree street, under Everett street bridge 
Brighton avenue, from Commonwealth avenue to 

Cambridge street 

Broadway, south side, from Washington street to 

Shawmut avenue 

Brookford street, from Blue Hill avenue to Howard 

avenue 

Call street, from Keyes street across Hall street . 
Charles street, from Beacon street to Boylston 

street 

Charter street, from Jackson avenue to Unity 

street 

Chelsea street, from Chamber street to Foss street, 

Carried forward ...... $48,333 22 

* See Maintenance and Reconstructing and Repairing Streets by Contract. 



$192 


28 


478 05 


1,364 
609 


57 
67 


4,857 48 
3,566 73 


975 


97 


5,631 


25 , 


6,158 


81 


14 


12 


2,267 


57 


963 


57 


1,973 


76 


1,824 


55 


1,922 


76 


2,614 16 
9,598 73 


1,006 


01 


1,826 01 
487 17 



322 City Document No. 26. 

Brought forward . . . 
Columbia road, from Davenport avenue to 85 feet 

south of Dudley street 

Cook street, from Bunker Hill street to Medford 

street 

Cordis street, from Warren street to High street, 
Dacia street, from Quincy street to Brookford 

street 

Dartmouth street, from Tremont street to Stuart 

street 

Dexter street, from Ellery street to Dorchester 

avenue ... 

Dorchester avenue, from Freeport street to Park 

street 

Dorchester avenue, from Peabody square to Ash- 

mont street .... ... 

Dorchester avenue, from Savin Hill avenue to 

Freeport street 

Dundee street, from Massachusetts avenue to 

Dalton street 

E street, from West Fourth street to West Sixth 

street 

East and West Canton street, from Albany street 

to Tremont street 

East and West Newton street, from Albany street 

to Shawmut avenue 

East Second street, from K street to street 
Ellery street, from Southampton street to Boston 

street 

Endicolt street, from Hanover street to Lafayette 

avenue 

Faneuil street, from Market street to Hobart 

street 

Florida street, from King street to Ashmont street, 
Freeport street, from 133 feet east of Dorchester 

avenue to New York, New Haven & Hartford 

Railroad 

Gardner street, from Main street to Sever street . 
Glendale street, from Hancock street to Bird street, 
Hall street, from South street to Call street . 
Harrison avenue, from Kneeland street to Dover 

street 

Harvard street, from Prescott street to south side 

of Harvard street 

Haverhill street, from Main street to Perkins 

street 

* Highland street, from Metropolitan avenue to 

Milton line. 

Carried forward . . . . . . $138,533 17 

* See Metropolitan avenue. 



$48,333 22 


3,567 


40 


3,194 


73 


1,223 


26 


4,357 


95 


8 00 


870 


90 


4,078 


92 




48 


2 


72 


206 


91 


2,172 


98 


3,222 


70 


16,493 


87 


9,541 


16 


1,727 


65 


10 


00 


7,778 49 


10,344 


35 


2,576 


71 


728 


25 


9,955 


22 


2,602 


64 




72 


154 


18 


5,379 


76 



Public Works Department. 

Brought forward 

Keyes street, from Washington street to South 

street 

Kingston street, from Sever street to Cambridge 

street 

Leeds street, from Woodward street to Dorchester 

avenue 

Magazine street, from Massachusetts avenue to 

Eustis street 

Marion street, from White street to Bremen 

street 

Market street, from Washington street to Western 

avenue 

Maverick square, from Sumner street to Mav- 
erick street 

McKinley square 

Metropolitan avenue, from Beacon street to 
Milton line, and Highland street, from Metro- 
politan avenue to Milton line .... 
* Monadnock street, from Dudley street to Bird 

street 

Monument avenue, from Warren street to Monu- 
ment square 

North Russell street, from Cambridge street to 

Eaton street 

Perkins street, see Haverhill street. 

Porter street, from Central square to Chelsea 

street 

Princeton street, from Lexington street to Tufts 

street 

St. Stephen street, from Forsyth street to Massa- 
chusetts avenue ... ... 

School street, north side, near Washington street, 
Seaver street, from Blue Hill avenue to Humboldt 

avenue 

Sharon street, from Harrison avenue to Albany 

street 

South street, from Jamaica street to Arborway . 
Sudbury street, from Court street to Merrimac 

street . . . . • 

Sumner street, from Lamson street to Orleans 

street 

Talbot avenue, from Welles avenue to Peabody 

square . 

Tar concrete sidewalk repairs .... 

Walnut avenue, from Townsend street to Cobden 

street 

Carried forward 

* See Maintenance. 



; 


323 


$138,533 


17 


3,809 


09 


2,846 


75 


926 01 


1,909 


58 


9,331 


32 


86 


28 


537 


19 


99 


72 


4,042 


93 


7,653 


91 


2,377 


58 


209 


23 


7,459 


74 


3,190 


79 


4,195 
171 


61 
12 


945 


00 


1,947 
379 


87 
90 


13 


00 


2,877 


49 


5,105 
20 


46 
00 


1,852 


69 


$200,521 43 



324 City Document No. 26. 

Brought forward 

Washington street, from Talbot avenue to Ash- 

mont street 

Washington street, from Haymarket square to 

Elm street 

Washington street, from Dorchester avenue to 

River street 

Washington street, from Atherton street to School 

street 

Washington street, from Archdale road to Ashland 

street 

Webster street, from Orleans street to Sumner 

street ... 

West street, from Austin street to West Roxbury 

line 

West Broadway, from Dorchester avenue to E 

street 

West Brookline street, from Shawmut avenue to 

Warren avenue 

West Canton street, see East Canton street. 
West Fifth street, from C street to E street 
West Second street, from Dorchester avenue to A 

street 

Winthrop street, from Warren street to Adams 

street 

Wood avenue, from Oakland street to River 

street 

Woodrow avenue, from Norfolk street to Blue 

Hill avenue . 

Total 

Charged to Appropriation for Highways, Making of. 
Albany street, from Troy street to about 400 feet 

northerly 

Alger street, from Dorchester avenue to the rail- 
road 

Archdale road, from Washington street to South 

street 

Atwill road, from Park street to Richwood street, 
Babcock street, from Commonwealth avenue to 

Boston & Albany Railroad .... 
Baird street, from Blue Hill avenue to Morton 

street 

Bayswater street, from Austin avenue to Waupello 

road 

Bellvista road, from Allston street to Brookline 

line 

Carried forward . $48,586 10 



$200,521 


43 




48 


174 


51 


3,644 


53 


7,462 


26 


2,018 00 


5,143 


70 


3,055 


45 


16 


20 


1,773 


59 


3,733 


20 


5,553 


59 


2,635 


50 


4,803 


32 


8,448 


06 


$248,983 82 


AKING OF 


. 


$586 33 


12 


50 


25 
4,001 


00 
36 


1,091 


27 


9,799 39 


18,945 


76 


14,124 


49 



Public Works Department. 

Brought forward 

Bexley road, from Washington street to Florence 

street '. 

Boylston street, from Tremont street to Charles 

street 

Buckminster street, from Commonwealth avenue 

to Allston street playground . . • . 
Burlington avenue, from Brookline avenue to 500 

feet northwesterly 

Cameron street, from Hancock street 538 feet 

westerly 

Castleion street, from South Huntington avenue 

to Jamaicaway 

Centre street, from South street to Spring street, 
* Chelsea street, from Chamber street to Foss 

street 

Chelsea street, from Foss street to Adams street, 
Charles street, from Beacon street to Cambridge 

street 

Chestnut street, from Brimmer street to Charles 

River Embankment 

Chestnut Hill avenue, from Commonwealth 

avenue to Beacon Park side .... 
Clarendon street, from Stuart street to Columbus 

avenue 

Cliff mont street, from Canterbury street to 1,120 

feet southerly 

Conley street, from Old Colony parkwaytoTenean 

street 

Cummington street, from Commonwealth avenue 

to Boston & Albany Railroad .... 
Cushman road, from Glencoe street to Dustin 

street 

Deer street, from Melvinside terrace to Roach 

street 

Dunbar avenue, from Washington street to 482 

feet northeasterly 

Easton street, from South street to Harvard 

street 

Elder street, from Columbia road to Humphreys 

street 

Falkland terrace, from Hobart street to Brooks- 
dale road 

Faneuil street, from Oakland street to Parsons 

street 

Farquhar street, from Selwyn street to Centre 

street 

Carried forward 



325 


$48,586 


10 


12,500 


21 


2 


00 


7,511 


84 


13,166 


08 


4,370 


17 


79 
12,018 


93 

04 


11,828 42 
181 00 


5,346 


85 


120 


93 


431 


84 


2,755 


97 


1,320 75 


1,867 


18 


78 


00 


13 


00 


7,724 


10 


9,365 


51 


38 


00 


109 


06 


101 


64 


33 


00 


12 


00 


$139,561 


62 



* See, also, Special Appropriations and Street Improvements. 



326 City Document No. 26. 

Brought forward 

Faywood avenue, from Orient avenue to Tower 
street 

Glenville avenue, from Harvard avenue easterly 
about 218 feet 

Greenview avenue, from Centre street 415 feet 
southeasterly 

Grosvenor place, from Cliff street southwesterly, 

Grove street, from Centre street to Washington 
street . 

Hallam street, from Dorchester avenue to Auck- 
land street 

Hamlin street, from East Eighth street to Colum- 
bia road 

Hampstead road, from Arborway, 992 feet 
northwesterly 

Harvard street, from Fabyan street to Brookview 
street 

Havelock street, from Blue Hill avenue to Morton 
street 

Hill Top street, from Granite avenue to Hallet 
street 

Holden street, from Columbia road 400 feet 
westerly 

Holton street, from Everett street to Antwerp 
street 

1 Hubert street, from Shawmut avenue to West- 

minster street 

Hunnewell avenue, from Champney street to 
Atkins street 

2 Hyde Park avenue, from Metropolitan avenue 

to River street 

Irma street, from Callender street to Woodrow 

avenue 

Justin road, from Bigelow street to Atkins street, 
Kenton road, from Washington street 844 feet 

easterly 

Levant street, from Geneva avenue to Topliff 

street 

Lucerne street, from Callender street to Woodrow 

avenue ... 

Malverna road, from Metropolitan avenue to 

Ethel street 

Mascot street, from Ballou avenue to Norfolk 

street 

McCraw street, from Belgrade avenue to railroad, 

Carried forward 

* See, also, Special Appropriations and Street Improvements. 

1 See, also, Reconstructing and Repairing Streets by Contract. 

2 See Hyde Park avenue widening. 



$139,561 


62 


13,965 


98 


92 


05 


3,985 44 
93 60 


2,948 


15 


4,337 


89 


18 


00 


15,959 


32 


2,324 


75 


87 


50 


1,600 


00 


6,970 


30 


12,146 


62 


* 2,139 


53 


33 


50 


2,008 


12 


10,345 
7,707 


97 

78 


10,289 


16 


8,424 


08 


13,815 


16 


5,822 


72 


4,504 
21 


70 
00 


$269,202 94 



Public Works Department. 327 



Brought forward .... 
Middleton street, from Theodore street to Wild- 
wood street 

Moraine street, from South Huntington avenue 

to Jamaicaway 

Mount Ida road, from Robinson street to 125 feet 

northerly 

Nevada street, from Fairmount street to Wilming- 
ton avenue 

* Norfolk street, from Corbet street to Blue Hill 

avenue 

North Beacon street, from Cambridge street to 

Market street 

Peabody street, from Brookline avenue to Binney 

street 

Perthshire road and Matchett street, from Bigelow 

street to Mat chett street 

Pontiac street, from Tremont street to Hillside 

street . . 

Public Alley 818, from St. Stephen street to 

Public Alley 819 

Public Alley 819, from Westland avenue to 

Batavia street 

Public Alley 820, from Huntington avenue to St. 

Botolph street 

Public Alley 821, from Gainsborough street to 

. Public Alley 820 . 

Public Alley 909, from Massachusetts avenue to 

Hememvay street 

Radford lane, from Carruth street to Bushnell st., 
Ralston street, from Dorchester avenue to Old 

Colony avenue 

Redlands road, from Centre street to Abbott 

street 

Reservoir road, at northeast corner of Beacon 

street 

Rockdale street, from Savin Hill avenue to Spring- 
dale street 

Selwyn street, from Farquhar street to 1,174 feet 

northeasterly 

Stanhope street, from Stuart street northerly 
Stratton street, from Lucerne street across Lyford 

street 

Stuart street, from Clarendon street to Trinity 

place 

Stuart street, from Berkeley street to Columbus 

avenue 



Carried forward 



$269,202 94 
4,157 14 


6,257 


22 


12,919 
401 


22 

27 


25,703 


20 


20,656 


50 


2,457 


57 


13,540 


17 


44 43 


1,769 


04 


2,161 


07 


2,472 48 


4,943 25 


11 
178 


00 
65 


172 


00 


44 


94 


1,869 


69 


80 


90 


18,794 
29 


58 
29 


1,037 


85 


1,164 


90 


194 


29 


$390,263 59 



* See Norfolk Street Widening. 



328 City Document No. 26. 

Brought forward 

Tebroc street, from Bowdoin street to Levant 

street 

Ticknor street, from Marine road to Columbia 

road 

Tovar street, from Bowdoin street to Cameron 

street 

Tremont street, from Park street to Boylston 

street 

Victory road, from Neponset avenue to Houghton 

street .... .... 

Wachusett street, from Walk Hill street to Eldredge 

road 

Walk Hill street, from Blue Hill avenue to Fottler 

road 

Wellington Hill street, from Blue Hill avenue 

westerly 

Wilcock street, from Morton street to Blue Hill 

avenue 

Wilmington avenue, from Milton avenue to 

Nevada street 

Wilbur street, from Gushing avenue to Upham 

avenue ... 

Wollaston terrace, from Wood avenue to Jones 

avenue 

Waupello road, from Bayswater street to Saratoga 

street 

York street, from Glenway street to Greenwood 

street 

Zamora street, from Perkins street to Castleton 

street 



* Amount due the appropriation for Recon- 
structing and Repairing Streets by contract . 

Total $44 

*See, also, Special Appropriations and Street Improvements. 



$390,263 59 


2,363 


54 


4,236 


89 


1,608 24 


6 


00 


3,221 


53 


12,844 


41 


19,995 


16 


791 


10 


112 


71 


949 


65 


32 


17 


89 07 


7,251 


70 


5,848 


16 


57 


90 


$449,671 


82 


390 


98 


$449,280 84 



Public Works Department. 



329 






1 ° 

C3 t*fi 









4-f 






























ococococMeMciCNiiocicN 


t- 


c 


■* t- 




© « to ■* « ^» 


IO T- 


m o co 


•- 


co o 






• ■> 






© o 


o o co m 


if 


IT 


00 




© v 


r co ■* r. 


IH O - 












•* 


CO 


o! 


00 5 °i **i te *** 


^. CM » CO S 














o 






r co co ^ 


























cd < 




























CM CI 






e# 






















«© m 


























N.cooi-io'r-cocTit^-oc-.co 


Ol «I o 




C! ■* « N O) - 




io co -h io oo 


IT 


o •* 






• ui 






O CM 


CO CO i~ 


o 


CN 


CD O 




° i 


- If) CD b- 


i-i a> „ 










■^ 


CO c 


00 


00 *fj 00 00 o o 
CO """j CM_ CM_ 01 9» 

,*r »ff ^h" ^ 


M- ^g O x o 

w . h * N * 


















*" .-H ' 






^ 
























































m e# 


























^ io a <o o c< 


•* O r- 


o — 


CN 




if) r- 


"* 




O r- «* O 05 O t~- ( 


O CM 00 if 




C" 


W h- 






CM 














o c 




co cc 


■* 




° «■ 


- IM o ■* O O i- 












o «■ 


co 


r^ 


co ""J m<_ oc_ co oo ° ?2 * 








» 






- oo oo ~ 






Ol 




















° ( 




































^ 






















9S S# 




























us o o 


r~ cc 


>n o 


CO ^< 1~- O 


c 


CD ^C 




02 < 


00 c 




CO C3 -# 0- 


If 




s 


e» cm 






o 






- 






O CD O C- 




3 


■* m 




CM w 


- O0 CO CO 




CO 












if 


CM 


o 
©> 


O! S « 




o c 




o 


t' O i. 


o 








CO J§ CM rH_ CN «© 

^- lO ■* *& 


o 


m 
























































« 






















'm m 


























00 •>* 


if 






•t 


•"4 1 1C 


if 


CN 


c 


o 


r 


oc 


CO 




c 


O CC 


C 


- 


cn 




M 




CN 


t> 


c 




c 


o 


oo 






00 






c 


c 




CN 


O 


CN 




co 








® . 


~ 


e 


c 






CO 


,^. 




s 








CO 


If) 


5 


o t c 


It* 


C" 






'^ 1 


s 


C 


C 










o- 


r- 1 » C 

b-T © cc 


- m 




* tc 


•• 




















































m 






















«# e© 




































d 






ff 


> 


























a 
b 


a 

i- 
CC 

I | 


a 




cc 

> 


] 

> > 


* a 


s 






















cc 

a 


c 


q 


> 


a 

t B 


T- 
1 


> 
a 


a 
1 > 
























a 




^ 


p 


«■ 


£ 


— 
















cc 

> 

a 


* 

E 


•t- 


a 


0. 

> 

c 


> 


c! 
> 


i 


1 ^ 

5 


cc 

E 

a 


a 

X 
- 


*? 












(T 




c 


a 


cc 


a 

% 


J 

£ 


> 

] 

1 

t- 

- 


» * 


> 


P 


, a 

o 
o 
















o 




a 


> 




' t 


= 


•f 


di 


M 












c 

i 


2 

1 

c 

E 


a 

« e 

**- 

c 
el 

P 

c 

c. 


s 
c 
c- 

o 

bl 


> 

c 

a 


d 

E 

a. 


1 

c 



- 
c 


E 
1 


• 1 
c 
a 

E 


cc 
> 
c 


E 


.S 

03 












a 
c 


4 

cc 
a 


i 


P 

bl 
.P 


. P 


i 




I 


s 

> 




> 


1 
IS 




p 


5 

1 

E 

*c4 




6 
P 


£ 

"c 

OS 
a 


c 


P 
C 
a 


r. 


E 



: 
co 

<L 
U 


(5 
C 

E 


1 


1 





a 
a 
c 


e 

— 
cc 

< Si 
1 


d 

5 
a 
s- 


.9 


t 


7 



p 

a 

P 






B 
















a 




a 


CO 





< - 








_ 


,_ 


a 


o 


+. 


p 


. "o 


C 


. "o 


P 


* a) 


d 




Pi 




"3 


"3 


d 


a 






U 


J -w 


c« 




09 


+= 


T3 


> 





09 














ca 


c 


a 


<L 




Cw 




s 


Eh 


< 




o 


7 


o 


O 


c 


o 


a 





(h 


c 


U 


c 






H 


EH 


Eh 


H 


O 


U 


J 


O 


<l 


C 


< 


U 


W 











csj-; 
& o 



— c 



= - 5 



^T3 > 



S^o 



re cc ■.- 

Ci c g 
c3 S C 



r - — 
71 rz bl) 

bll m S 



3 oCM 
co-^** 

a c3 o 

k O-co" 
>> >.co 



330 



City Document No. 26. 



New Edgestones. (Does not include work done on streets laid out and 
constructed under chapter 393 of the Acts of 1906.) 

First Setting. Linear Feet. 



Yeab. 


a 

O 

o 
pq 

si 

3 
o 

GQ 


d 

o 

d 
pq 

03 

H 


a 

o 

o3 
A 

o 


d 

o 

M 

PQ 


9 
a 

O 


u 03 

li 




u 
3 

■a 

o 


p 

>> 

5 


en 

"3 
o 
H 


1910 

1911 

1912 

1913 

1914 

1915 

1916 

1917 

1918 


328 
1,718 
6,045 
2,199 
4,773 
947 
221 
1,779 


1,182 
465 

1,017 
557 
959 
265 

1,996 
298 

2,498 
151 


100 

229 
70 


983 
2,098 
1,806 
1,221 
1,970 
4,939 
1,987 
1,159 

162 
1,144 


5,190 
11,627 
7,890 
2,907 
1,520 
2,230 
2,393 
8,225 
4,751 
1,075 


8,044 

14,627 

9,669 

10,296 

1,637 

6,928 

3,378 

7,189 

684 

1,573 


6,810 

5,806 

3,168 

2,716 

901 

4,547 

1,968 

933 

662 

641 


50 
352 
407 
1,359 
672 
331 
638 
524 

54 


22,687 
36,693 
30,231 
21,325 
12,432 
20,187 
12,581 
20,098 
8,757 


1919 


324 


4,962 


Totals. . . 


18,334 


9,388 


399 


17,469 


47,808 


64,016 


28,152 


4,387 


189,953 



New Brick Sidewalks. (Does not include work done on streets laid out 
and constructed under chapter 393 of the Acts of 1906.) 

First Laying. Square Yards. 



Year. 


e 
o 

o 
pq 

A 

"3 

o 
tJl 


a 

o 

o 
pq 
-^> 
<§ 


d 
o 

o 
03 

A 

o 


a 
o 

A 
M 

pq 


3 

O 

Pi 

1 


H 03 
£Ph 

p 


>> 

3 
A 

o 


O 

Eh 

Ph 

>> 

Q 


"3 

o 


1910 

1911 


1,292 
520 

2,249 
490 
762 
287 
125 
17 


974 
364 
623 

. 465 

379 

465 

175 

20 

95 

1,351 


42 


166 


9S7 


596 
460 
208 
103 
150 


2,230 
1,469 
716 
647 
382 
501 
366 
599 
95 
322 


314 

86 
585 

49 
40 


6,287 
3,127 


1912 








3,796 


1913 






SO 


1,871 


1914 






2,258 


1915 




150 




1,403 


1916 . . . 






666 


1917 .... 








105 


790 


1918 








230 


1919 . . 


491 










2,164 














Totals. . . 


6,233 


4,911 


42 


316 


1,067 


1,622 


7,327 


1,074 


21,592 



Public Works Department. 



331 



Recapitulation, 1919. 



Districts. 



Edgestones. 

Linear Feet. 



Brick. 
Square Yards, 



South Boston Paving District, No. 1 

East Boston Paving District, No. 2 

Charlestown Paving District, No. 3 

Brighton Paving District, No. 4 , 

West Roxbury Paving District. No. 5 

Dorchester and Hyde Park Paving Districts, 

Nos. 6, 9-11 

Roxbury Paving District, No. 7 

City Proper Paving Districts, Nos. 8 and 10. 



324 
151 



1,144 
1,075 

1,573 

641 

54 



491 
1,351 



322 



Totals. 



4,962 



2,164 



Loads of Dirt and Street Cleanings Removed from February 1, 1919, 
to January 31, 1920. 

By Paving Service Force. 



Districts. 


1 Single. 


2 Double. 


Cubic 
Yards. 


South Boston 


2,502 

384 

545 

2,003 

1,774 




2,502 


East Boston 


37 

3 17 

1,972 

2,033 

2,212 


458 


Charlestown 

Brighton 

West Roxburv 


647 
5,947 
5,840 


Dorchester 


4,425 


Roxbury 


5,658 
388 
857 
843 

3,062 


5,658 

388 


South End 




Ashmont 


839 


2,535 


North End 


843 


Hyde Park 


636 


4,334 






Totals 


18,016 


7,746 


33,577 



1 Single load, 1 cubic yard, 
yards. 



Double load, 2 cubic yards. 3 Auto truck load, 6 cubic 



332 



City Document No. 26. 



Loads of Snow Removed from February 1, 1919, to January 31, 1920. 

By Paving Service Force. 



Districts. 



Singled 



Double. 2 



Cubic 

Yards. 



Cost.4 



South Boston . 
East Boston . . 
Charlestown. . 

Brighton 

West Roxbury 
Dorchester. . . . 

Roxbury 

South End. . . . 

Ashmont 

North End. . . . 
Hyde Park. . . . 

Totals. . . . 



2,451 

556 

1,080 

30 

102 
1,237 

758 
1,218 

480 
1,026 

250 



3 66 
170 
621 



960 

8 

176 



4,902 
1,112 
2,556 
570 
2,067 
2,474 
1,516 
2,436 
3,840 
2,076 
1,028 



9,188 



2,001 



24,577 



$2,531 63 
2,205 74 
2,834 75 
1,836 50 
2,824 73 
3,230 68 
7,905 77 

5.444 28 

1.445 09 
3,747 40 

745 58 



,752 15 



1 Single load, 2 cubic yards. 

2 Double load, 3 cubic yards. 

3 Auto truck loads, 6 cubic yards. 

4 Includes cost of plowing gutters, cleaning sidewalks and picking ice not carried away. 



Snow and Ice Removed by Contract from February 1, 1919, to 
January 31, 1920. 



Districts. 



Number 

of 
Loads. 2 



Cubic 
Yards. 



Cost per 
Cubic 
Yard. 



Total 
Cost. 



District No. 1 

District No. 2 


1,636 
975 
1 2,178 
2,219 
1,177 
2,023 
4,536 


3,486 

2,184 

1,998 

2,532.5 

2,312 

6,863 

6,214.5 


$0 57 
74 
74 
73 
78 
65 
60 


1 $2,250 19 
1,616 16 


District No. 3 


1 4,347 96 


District No. 4 

District No. 5 


1,848 73 
1,803 36 


District No. 6 

District No. 7 


4,460 96 
3,728 70 


Totals 


14,744 


25,590.0 


$0 687 


$20,056 06 



1 Includes cost of engineering, inspection and license to dump snow into tidewater. 

2 Loads vary from three (3) to ten (10) cubic yards. 



Public Works Department. 



333 









HO>H 









t~ ■* tJ( CO oo m o 
m I- l> t~ l> CD CD 



X 


KJ* 




CM 


TJt^H 




■* 


OOO 




© 


PH 




IS© 







M-*ioonoot-ccoioco 
cot>i>ini>coi>cM©Tj<m 

>-HiOTj<tOTj<OiO"#i0^iO 

nonnNnO'*'*'*'* 
lO CM CO 00 CO IN o ^j. ■* t> t- 
cn cm cm" i-T cm" co i> in i-T co" 



05 CD CD CO CO CO O 

•-i *-< a t> cc cit> 



OONWMOOO 
in — 1 Tf -* O CD CM 



coreooN-*co^fflii 
comi-iocMt^oocicocs 



m-cK-^COIMCOOMvOcn 

NiaHI»OHONT(l» 



CNCNCOOt^TjicDCDOCOOO 
Oi-liOt^CDt-i-lCO^t^cNI 



CO Tt< CO CM CN CO -* 

CO CC C5 CO <-H O >-l 



HOOOMNOOOOOtDO 

inmoocoocoini-icocMin 



CIO-* "-0 -M CM — . 

ooowx-t yj 
co cm m co co t~ co 



O co 
rn o 



J2 U 






, '7! -C +i "73 _o "S c j_? 
3J3-E£ o o g-S o >. 

^ocqpp«co<j^ffi 



i-i cm co •* m co t~ 
6 6 6 6 6 6 6 

o o o o o o o 



PQPQQQQ 

o o o o o o o 

c c e c a a a 

CO CO 02 CO CC! CO CC 



i a . 
! £ S3 



CM CM -*CM 

i-l CO CM CD 
t> CCCMO 

.-HCO_COO 

Oi-To^T 



H 



^ <u 



o Z -a a % a >> 
^gbWfd^cscc 



5 p^O^J 
c3 u * 



ffl 



cj u x -5 "3 8 fa +3 
JS O O 5 g cjO oj 

OQtfececM^fL, 



oj - 
C-, o 



J> CD 03 

Ml 4 

o « 

» a oj g 

g g 2 

m'3 3 a 
'd'o O o3 

Sft^.2 

•2 a S o 

^ 03 &*♦-< 

3 co co O 

ce||g 

^^2co 



~ "3 .^ 



M 



cd m d-a 
3.S d i 

" ° 03 CO 

-2§S . 
• ^ S ^ 

OOp,' 

'^"ft -° 



7 .. _D 



o3 m 



SO 



oi "S Sco"- 

O co CD co o 

« CD OJ CD— t 

co-d^TS CD 
Ogouq 

ffiHHH'iB 



334 



City Document No. 26. 



Street Openings. 

Under Classes 1 and 2 of the schedule of permit fees, 
permits for openings in public ways were issued as 
follows : 



To Whom Issued. 



Permits. 



Length in 
Feet. 



City of Boston Fire Department 

City of Boston Police Department 

City of Boston Schoolhouse Commission 

City of Boston Sewer Service 

City of Boston Water-Service 

Boston Consolidated Gas Company 

Boston Elevated Railway Company, 

Charlestown Gas and Electric Company 

Dedham and Hyde Park Gas and Electric Com- 
pany 

East Boston Gas Company 

Edison Electric Illuminating Company 

New England Telephone and Telegraph Company, 

Miscellaneous 

Bay State Street Railway Company 

Quincy Market Cold Storage and Warehouse Com- 
pany 

Western Union Telegraph Company 

Emergency, Class A 

Emergency, Class A, returned as used 

Estimated length 



25 

12 

6 

199 

1,231 

1,234 

330 

113 

59 
94 

2,029 
148 

1,429 
15 

21 

19 

719 

347 



1,574 

834 

1,365 

7,886 

10,417 

44,200 

142,550 

2,895 

2,445 

4,030 

79,300 

34,720 

205,800 

2,225 

453 

1,740 



8,675 



Totals. 



8,030 



551,110 



Making a total length of openings of about 104 miles. 

Permits for occupation of public ways for purposes 
other than openings have been issued as follows: 



Advertising by men wearing lettered hat and coats 

Cleaning snow from roof . 

Driving cattle through streets 

Dumping snow in public alleys 

Erecting and repairing awnings 

Erecting and repairing buildings 

Painting or minor repairs 

Feeding horses on streets 

Moving buildings on streets . 

Placing signs flat on buildings 

Projecting signs or lamps 

Raising or lowering safes or heavy machinery 

Emergency permits, Class B . 

Annual permits for other than above purposes 

Total . 

Total for openings in public ways . 

Total of all permits issued 



8 

67 

5 

9 

863 

1,104 

3,035 

267 

17 

1,061 

222 

166 

263 

428 

7,515 
8,030 

15,545 



Public Woeks Department. 



335 



Poles. 

Permits have been issued for the placing of 101 poles 
in new locations, and for the removal of 75. Seven 
hundred and forty-one poles found to be defective and 
permits for replacing same were issued. 

The income from the issuance of permits amounted 
to $14,492.59, divided as follows: 



Class No. 



1. 
2. 
3. 

4. 
5. 
6. 

7. 



9. 
10. 
11. 
12. 
13. 
14. 
15. 
16. 
17. 
19. 



Openings .... 

Emergency openings 
Advertising .... 
Cleaning snow from roofs 
Driving cattle 
Dumping snow 

Erecting and repairing awnings 
Erecting, altering and repairing 

buildings .... 
Minor repairs on buildings 
Feeding horses 
Moving buildings . 
Painting signs on fences 
Placing flat signs . 
Projecting signs, etc. 
Raising and lowering goods, etc., 
Loading and unloading goods 
Emergency, Class B 
Annual permits 



5,955 35 

594 50 

8 00 

67 00 

25 00 

4 50 

431 50 



Total 



5,536 


99 


1,517 


50 


267 


00 


200 00 




50 


530 


50 


222 


00 


166 


00 


1 


00 


263 


00 


702 


25 


$14,492 


59 



Ten thousand seven hundred and eighty-two dollars 
and seventy-nine cents in cash paid to the City Collector. 
Bills for collection of balance, $3,709.80 committed to 
the City Collector. 

One thousand five hundred and sixty-nine surety 
bonds are on file. These include $20,000, $4,000, $3,000, 
and $1,000 bonds. There are 127 personal bonds in 
addition. 



Defects in Sidewalks and Roadways. 

Twenty-two thousand seven hundred and ninety 
notices were sent to the foremen of the Paving Service, 
contractors, public service corporations and others to 
make repairs for which they were responsible. 

Eighty-four notices were sent to property owners 
to make repairs to sidewalks for the maintenance of 
which they were responsible. The defects consist of 
bulkheads and glass tops of area covers, mostly. 

There was a decided falling off of these notices on 
account of the " Police Strike," which affected the last 
four months. 



336 



City Document No. 26. 



Street Numbering. 
Building numbers have been assigned as listed below: 





Entire 
Streets 
Num- 
bered. 


Entire 

Street 
Renum- 
bered. 


Partly 
Num- 
bered 
Streets. 


Partly 
Renum- 
bered 
Streets. 


Estates 
Num- 
bered. 


Estates 
Renum- 
bered. 


Figures 
Issued. 






1 




38 
20 
69 
38 

210 
52 

135 
94 
20 


1 

2 
20 

45 
3 
3 


109 












52 




1 


1 






232 








114 






1 






609 










157 












357 












225 


Hyde Park . . 










64 














Totals . 


1 


2 






676 


74 


1,919 











Plans. 
During the year, plans were filed as follows: 



To Whom Issued. 


Mains. Poles. 

1 


Tracks. 


Conduits. 


Miscel- 
laneous. 






39 

20 




116 

22 

5 

1 

3 










Company. 


























2 

25 

2 








Company. 




















Company. 




2 


3 
1 
1 

17 
3 
1 




























































32 














Totals 


29 


59 


2 


173 


32 







Mains, 29; poles, 59; tracks, 2; conduits, 173; mis- 
cellaneous, 32 ; total of 295 plans filed this year, making 
a total of plans on file of 14,734. 



Public Works Department. 



337 



CD 

Q 



-73 

d 

o3 









Eh Q 

HH 1 



>> . 

-^ en 

a p 



><^ 



CD 03^ 



5* 

J 9 



oo 



t~t~ r^t- co to 

1-1 i-H i-l i-l i-l O 



05 i-H i-H i-H i-H o i-i 

00 OS o Oi Ci oo o 



a) 

sj -J 

gaca 

PQ E <u 
-o o t 
gOa 

gPQ'S 

■5g^ 






as r" o 



o aW 



"SO £ 



>> ^ 



3 



.2 PQ 



12 



■g a 



.o 3 "2 

e ^ * 



PQ 



J£3 

Es-a 

O ™ o 

CJ co 0> 

CJ o m 

•268 

^-<PQ 



l& a 



o ft >-, 

PQ * | 

_o CD CD 

S | jg 

,5 5 CD 



<u ft 



SO J 

, cj ft 

oa H 



si -s ft 



PQ .2 "g 



i>.a 

CM > 



?3 c3 

*•£ 

"0 ft 
03 M 

2^ 
PQ fe 






a o 

CD 

2£ 



*3 



PQ' 



tu . 
OT3 



gPQ 

is >> 
"Sxi 

aS 

°J 

-a 1 -* 
Ml 

3 . 
O^ 

03 § 



&m 



3"3 

-a>-J 



"Sis ^2 * 
flJ2 a& ft 

CD"3 CJ ri g 
CD 03 CD. 3 O 

•",-3 -PhO 



J3 O 

it 



a < -< 





c 
5 


n "£ 


'C 








c 


0. 


a 


Fi 
CD 



Q Prf £ 



Ph 



& *2 



ESS 



"O S3 S3 



-JJ <J <^ <JJ ■< 



338 



City Document No. 26. 






,H i-H i-l O iH 



O i-l iH iH 



03 00 02 CI 

i-t i-l "-I C5 



<*>H 



•-I i-H .-I CO 

GO .-I H 



o 






C -3 i-l 



c 
£ 

> 
Ci- 



ty) 

C 
'> 

E 






a s 



£ 3 



£ M 


>> 

a 
-a o 


cu 


ffi -tf 




O cj 


mo 


s 


,1-1 


M m 


o 


■+J 


.S to 






i"^ 


a 




m-g 




-gJ3 


CC3 


m 


o §• 


2* 


t 










§ 


< 



-^ ft s 





■So 




£c 


H 


o o 








2* 




«£ 




o c 






CD 


SO 




% 2 


■H c 


<2"3 


Q c3 


"Sfl 


OOq 






-^ £ 


-P.Q 
£"3 



O-a 






o o 

£o 



s ss « 



° 8 

"S« 



S ^ 



■s a 

cu S 
Q ° 



£ >> 



fl£ 
o o 
SO 



£ s 



^3 © 
O o 



^T3 

o'S 



|£ 

•E ^ 
pq 






O cdO 
°go 
«*§ 

H at o 
to SO 

£ o"3 



£ £5 



,£; "CJ 



-2 -^ 



£ -I 



_S a 7+3 



OS, 

^£ 

.SO H u 



£ § £. 



o • c£ 

^-^ So. 

■O -i ,2? © 

*•! fi-s 

O c« S 

t *- 1 rrt tECQ 



00 





a 









« 'S 



o j3 J2 



>> _ 



< < 



< < 



S3 
£-° 
< 



Public Works Department. 



339 









^"^H 






iH J 




^'rt 




















<N<M 






CNCN 




(MCN 




















OS OS 






OS OS 




OS OS 




















r-lr-t 






HH 




-Hi-H 














,_7 






»OlO 






mm 




mm 














co 




























(N 


>. 






> > 






> > 




s> >■ 














§ 





























3 

1-5 






£Z 






££ 




£2 










«! 






















t^ 










OS 


to 


O 


coco 


Tjl 


■•# 


COCO 




COCO 


CM 





m 


m 


m 


m 
































OS 


OS 


OS 


05 


OS 


o> 


os as 




OS OS 


OS 


CO 


OS 






























OS 










o 


oo 


00 


©■•* 


10 


■* 


rt© 




oco 


co 


m 


co 


CO 


CO 




o 












IO -H 




"3<CO 


CO 


OS 






CD 


m 














H1C 

cm" 




- 


- 




°i 


co 












»-^- 






• ' 




■ ' 
















CO 


"* 


■* 


■* 


co 


co 


t^ 




CO 


t~ 




CO 


ON 


IM 












10 






m 
10 




OS 
CM 


t~ 




TH 


00 

CO 








o 
« 
>> 


a 

o 

Li 


a 




,0. 


>> 










as 

3 




a 



"3 

3 


-d 

c3 






03 


03 




"2 
"S 


'3 


>> 

9 > 




a 

as 


>f ■ 

a , '■ 


s 


"ft 


O 


05 


1-3 

^5 


p 


-d 

'3 
►J 


.Q 

-d 

Hi 


J2 


■Eft 


d 

2 
^ 


2 


»Ef 
+3 ° £ 
«Q c 


1 


s 



ftd 

a& 
si 


3 
.ft 


-d 

03 

-d 
"3 


a 

6 
>. 


us 
as 


_o 

O 


a 
c 

a 

u 





2 a 






,2 a 
^ ft 

tee 



o5 as 
T3 O-G 

§m 2 
3fl« 

°l§ 

to > 

v* >> 
-g-0-ft 
^as'3-d 
co^ 



* 


«£3 


as . 
.£ >> 
■* 03 


>>o3 M 


j§o 


O ft 


ffl— ^ 


£* 



o O 



a a 

as 1 -' 



OJ2 



O gO o~ 



■•CQ J? 



Oflll 
O - X 

cs as 



&5 
2; o 
-^ - 
m m 

G a 
o 53 
-d £ 
d § 

3^ 
O 



o-g S3 

"^oa 2 
Q d« 

O *-< ^ 

co-o-ft 

5 ^ 



d g"3 
o g M 

1 1 S 

P&Ss 
? C3fl 

•*J as 53 

•HOD 

co<C« 



03 gO 

O » m 

-w *" 
£ °-S 

^«2 

_ dffl 

O 05 

^ d 

Site- E 

"S3 >>^ 
>S >, 
rt-dXi 
c='3t3 
S^'3 

OS'S" . 



o* M 
S «'3 



o-3'S 



-g 05 05 

as S m 

^h o 05 

cc<CQ 



t« o 

o"-3 

03 
•*-> L. 

o3 o- 
05 ff 
_ O 

"SO 

<S 05 

So 
Sq 
"£< 

05 ^ 

£=8 § d 

Q-d feP-i 



"3 a 



03fo 




<->>, 


^J3 


*.J3 




05 "d 


i^ 


^3 


fc, 

O 05 









O 03 


■p.2 


^m 


03 •* 
05 ."t^ 




05^2 



O o 

^O 



B 

a 

m d 

° ft 

20 



s >> 

t?-ft 
fe-d 

■83 



a • s 



^0. 
o g 



*o d 

-d 05 



o T, 

a o 



a>- 



b o 

go 

!5 



340 



City Document No. 26. 



3 

a 
o 
U 



o 
o 

E 

t/3 

rt 
M 

C 

"> 
cd 
E 



c/) 







,_; 










o 








o 








■<j 


CC 


K 














CN 










CN 








CN 






CM 


CI 


CN 










>> 


OS 










OS 








03 






a 


03 


03 






















l-H 




























d q 








































cj t« 


to 










OS 








o> 






Tf 


>c 


■* 










03 ft 


1-1 


























CM 


(N 










d H 

OH 


bj) 










o 








g 






a 


-»^ 


CO 

CO 












-5 










o 








O 






CC 


Q 












50 






co 




*n 






— 


lO 


^^ 




cr 


00 


00 


IC3 




C3 




3"H 
















OO) 















— 




O 




«'3 


o 




en 


CO 




CD 




O3 00 


cs 


CO 




~ 


03 


en 


33 




03 




><2 








































.03 oj 


o 




C3 


CO 




co 




<N CO 


o 


rt 




O 


t^ 


00 


O 




C3 




■* 




CO 


IQ 




■tf 






CO 


o 


X 




t^ 


CN 


CN 


■* 




t^ 




oo 




o_ 


^0 










eo 














■* 




CO 




-<JJ^H 


















rH " 




t^ 


























































.d-M 








































+J 0) 


o 




CO 


00 




o 




C 




00 


s 






03 


O 






CO 




be Cv 


as 




t^ 


en 








C 






c 










CN 








dfe 


CN 




co 
















K 










CN 




CN 


























rt " 




























"co 

"3 

D 




J5 
■go 

£ 01 

t-l 


01 

pq 




"3 

'3 


'3 

0) 




■d 

■3 ' 




— 
'a 




CO 

• X- 

J 

d P3 


> 

a 

03 


s 




> 
X! 

■d 

■5 
►J 




"3 
-a 
ft 

03 






>> 

X 




5S 


03 
0) 




a 

O 

X 




> 

o 




c 
3 


C 








00 


"oi 

C 
s 

•d 

03 

'c 




CO 

1 






"3 

l-l 
xi 




go 

coQ 

gQ 


d 

c 

o 

m 




t3 

o 
o 
5 
co 


o 


d 

c 

o 


> 
e 

Cv 

C 

£ 

c 
C 


» 3 

d 

Ph 


cc 

■d 
03 

T 





O 



+j 
c 

ffl 
c 
a 

F- 


03 

'5 


CO 

X. 


d 

(-. 

F-i 




< 








ft 

CO 
c 






"o 

A 

3 

o 

0) 


ai 


+3 

CO 


(3 


a 
■d 


b 

P 




CO 
CO 

■g 


-h 




"a 


>> 




J4 
CO 








co 




'Geo 


3 


a 
o 


O 
CO 


3 


P- 

■+. 


d 
1 


c 




>> s 


xi 
"S 


a 

CO 
F: 






-a 






03 

3 

d 

CO 




art* 
^"3 


2 « 

7-1 03 

5| 


o 


w 

d 


.5 

03 


< 




p; 



d 
a 


— 



03 

CO 

1 

c 
c 

p 

cc 


c 
x 


d 





>> 

d 
03 




d . 

co a 
^ ft 






> 

03 

■d 
03 

M • 
bC, >> 

"3 d 
«ft 

°g 
-^ o 

o U 

«2 

co"J3 
> u 

o3 3 

M 

M"S 
CO ° 


>>'3 

S J 
,c 

<^' 

^ O 

£X 
°-d 
In O 

o o 
H & 

"o § 
££ 
o 

"*" s 

CO 


"S"o 

go 

co-° 

«1 

CO o3 

"3^ 

O . 

i« o 

3^ 

s.a 

O t, 
cn.fi 
g u 


o 

QJ 
03 
f* 

a 
o 
■+j 

o g 
PQ o 

■go 

g 03 
-gO 


> 

co 

w 
1 

o 

0) 

u 

0) 

o 

CO 


03 
u 

-p 

d 
M 

J3 

d 

c3 

1 

3 


c 

p: 
i 

a - 
-:- 
" ; 

g : 

> - 



■$ 



1 a 
_^ 

! 5J 

cu 

i •" 

00 

'"' CO 

b 

3 -p O 

i gO 

i ^ 

3 S.53 

i -SO 


-^ a 
-^ 

co^ 
t- bo 
m d 

«i 
O 03 

*»Ph 
"*§ 

g 

n-ft 

"o^ 
ja h 

-M CO 

d o3 

gpq 


t 
IS 
+. 

+ 

-»- 

a 
c 

> 

F- 

i 


s 

a 

4- 

e 
c 

a 

03 X 
1 1 


CO 

;r 

X 

c 
c 

c 

a 

| 




ft 

a 





bO 

d 

33 

& 

J 

ft 

CO 

< 

.5 

EO 


cog 

fa 

s ™ 

O 

03 P3 
1 fl 

— 03 
°£ 

|^ 

x2 






1 





CO 


a 


*"X! 

o 


bO 


1 




H PQ 





X! 




O ^ 


C 
a 

PC 


PQ 


*» 03 


































^ 




























t» 


































t-. 


f-l 




u 








h 
























3 




ft 


ft 




CD 
ft 


c. 
o 






CO 

ft 


Q 

c 


1 


a 
C 


. a 


















c 


O 




O 








O 


c 




c 


— 














m 

H 


o 

P5 




ft 
>> 


u 

ft 




ft 
>> 


ft 






ft 
>> 


> 


1 


c 


c 

• e 




' 1 


1 


CO 

ft 






« 


I 




3 


co 




3 


'u 






'3, 






'E 


^ 


b 


1 «- 

c 


■ 


ft 




03 




^j 


+J 




+^ 


CD 






^ 






4- 


\ 


(E 


, £ 




>, 












0) 






53 






CO 


Q 




















0} 
0> 




CO 






to 


3 







CO 




1- 




C 


t 

<L 





'c 

4i 




3 










a 


d 




a 


C 






a 


c 




C 




a 





CO 
CO 










O 


o 




o 


O 









c 




c 


- 


a 


































c 


t; 












a 




bO 


bD 




bo 


bO 






bO 


t 


1 


t 


1 ~ 




"S 










CO 




a 


a 




d 


d 






a 


c 




_c 


| 


i 






J3 






-d 




























X 




















T! 






M 


T 




















< 




< 


< 




<! 


<1 






<; 




«H 




< 


< 


< 


•5 




< 





Public Works Department. 



341 



u J? a 

5 5 I 











r^ 


CO 




•o 


00 


N 




a 


t^ 


t^ 


OS 






















OJ 


o 












- 


o 


os 


o 


OS 


OS 


OS 


00 


OS 


00 


OS 


os 


OS 









O <-> i-i 



^ as 






.a ^ Si 



is- a 



u3§ •§ i 

as Ho 



S-o 



1 

OS 


-2-c 

"^ o 


a 


a co 




o as 





> a 


S 






«< H 



.! 






.|o 


£ 9 












W S 














^! 




(-< 




X' s 


=s a 


1 


a 




a 


o,9 


o 










« 9 

K-2 




" 


3 




"£<! 


fl 


!* 


V. 




- 


_o3 


d 






1*2 


as 5 


cs 


~ 


6 

3 




^£ 


ID 


• 


13 




J2 


SO 


43 


OS 


OS 






as 
u 




m 




£'3 


"*- 


as 


3 


| 




■gpj 


5= is 

i> S3 


o 


Tr 


3 

^ 


►, 


•73 • 


^ 


-2 & 

+, c3 
as ft 

£ s 


01 


03 

03 


a 

E3 

5 
a 


8 § 
8 -a 

o/3 as 


as 73 


£ 


» 


•tj as 

CO *-< 

as as 




-is S 








£ 






<! 


<5 




» 


PQ 



fl 


^ b 


<4-l 


ph 


a 

<* 03 




u (3 




o 




.§* 


J3 o3 


JS >> 


■" 


Oa 


K S3 




53 fl 






o 


2 c 
S3 O 


2 a 

c a 

*» o 

go 

*~ S3 
CO o 


o 


n° 


as - 
as S3 
x- o 

t~53 

CM O 


T3 . 


as be 

p a 




S 2 




J3 ft 
















"8 S3 

as o 

-feU 


+>53 
as to 
£ a 
53 o 
asQ 






<: ° 


ag 


,=.s 


j3 as 


- — 
-i3 o3 


^a 

M as 


"81! 


- cs 
O c3 


O o3 




i" 






"PQ 


_ a 


S a 


*> 9 


-C as 


.5 ,8 






S^ 


03 XI 


oO 




«S-° 


H 


rt 


CO 


00 



































c 


c 


c 


c 










5 C 


* ■ a 

4- 







; = 


c 


c 


c 


"> 






i 










c 


c 


c 


c 


fc 


-3 ^ 


X 


w 



J3 J J3 J3 






<! < 



a s ra 

•^ £ B 
< < < 



342 



City Document No. 26. 






oo oo 



"* 


CO 


,-t 


t~t~ 


t-t~ 












o 


O 


O 


Old 


oo 



^ a 3 



■-I i-i tD 



•J .3 



<N i-H i-i 





.g 

= 
o 

O 



be 

c 

'> 

«s 
E 



tfl 



Ph ft 

■gfl 
O o 



-3 hi Q. 



pa ft 



1 ■*« s* 



+3 O 






O 


_,fl 




a M 


o ft 




■s^ 


o< 


■s| 


fc- CD 


•° E 








D23 


m «3 


a <s 


^1 a! 


Qjpq 


m 


fl-a 


£S>> 


9s >> 


?M 


j£.a 


^ 



o3 ft 

^a 



"5 "3 




-+^ 




03 ^ 


o"o 


.a* 


OQ 


.] o3 


T— 1 U 

■^ a 

■S 03 


Fp 




«a 


U .Q 


CD S 



JJ* o ft 
^,Q «£ o3 



^■03 r T 

2J «° 



J3-3 

m 03 
03 1-3 

is 



5 tf 

I £ 

h <D 

B Pi 



2« 

i 3 






03 (L, 
pT3 



oS3 



03 >> 

■^ 3 

OS 



8 =41 



CP* 



C3<! 
fen 

►^ CD 
,_.£! 

° 3 
^fQ 

03 >> 



li >>2 
o3 £« 

o ^ 

^ CD . 
03P3 03 

H u 

O •- m 
t. 03 2 

£^ 



Jfe 

2 £ 

pa a 

t- °3 

cnP" CD 
£.£> => 

O o3"3 
tO|J O 

•5 "3 .3 

o 0.-° 

M CQ j_, 

pq 03 cd 

*J CD S 

s a I 



Public Works Department. 



343 





00 


00 


o 


oa 


t~ 


■* 


LO 


OS 


CI 






eo 


OS 


OS 


























o 






OS 


OS 


on 


os 


OS 


os 


05 


00 


oo 


OS 


o 


o 


00 


OS 


OS 



•h ih q 






£ 03 

^3 P. 

° S 
£3 
-O 

O «, 

2o 



J. .a 

031-1 

ffi'S' 



s as 



3 . 

^: a 

O 03 

o o 



fl a 


fc* 


rO 


«n 


« >> 




So 


.., o 






o o> 




*o 0" 


t0X 


cn ci 

o£ 


■BS 

o o 

£0 


OS o 

as h 


'„ >> 


u-4 £ 


00 K 



asp 



sz; 



E5 a 

Kg 

as o 

SO 

s 



K oft 

c S *j 

>> ^ o ci 

■° so ^ 



5S- 



Em 

o3t3 
O J 



H=S 



"SB, 



a o 
O 



.3 >» 

,3 03 

£ o ^ ,, 
,0 « 03 

-g a;pL, 



*>v 



03 

o a 



» m 



^ OS 



ca,S 



Offi 



OSi-i 



O cj 



T5^ 
03 ^ 



'■« -* "H 






SE 
? o 

•S W) 



o 

is 


g,d 
+= a 


h 0) 




OS 




r^Q 


o 


■si 


— O 


"8 >> 






8? 6 

11 03 




0) 03 


OS c3 




«SiJ 


— J 


«~,C 



m « e 



344 



City Document No. 26. 



o 
C 



C 

o 

E 

o 
> 
re 
ft, 



o 
o 

E 

C3 

b* 

C 
'? 

E 









CN 
CN 




CN 






































>, . 


CN 

© 






CN 

© 




























co 








































© 


c o 








































OS.fcj 


O 








i£ 






























is a 


co 




CN 
































— 


c 
r 
i-s 




C 




> 

c 




























O 

d 
3 
























,_, 
















DO 


sis 


© 




i> 




i> 








X 




C 




© 




r- 




CO — 






























~ 




c 






© 




, a 03 






© 










X 


3 




3 




a- 








©© 


© 


r~ 


>^ 






















- 
















© 


<S ■ 








































Area, 
Squar 
Yards 


o 




co 




r- 




00 


oo 


© 








— 




— 




© — 


CN 





lO 




Tf 




— 






04 






C 












tM — 




■<* 


1C 

CM.' 








ec 




cm" 




lO 




© 
© 




CN 




t> 




CN L0 

CNIM 


co" 



00" 




oo 




CM 




00 










r^ 








LO 




M 








t^» 


00 


to o 










00 








© 










X 














■* 


din 
co 


w 








~ 








•* 


r: 




0! 




CN 




!>. 








uO 


10 










,H 














rt 




CN 












- 1 


rt 




>> 

-3 

'3 


'5 






— 




T3 


a 


c 




= 
JK 




-r 




"3 
ft 




3 


d 

03 




* 




c 




g 

CI 

— 

s 




E-i 


-a 


< 








H 











c 


O 
O 


=8 

d 





-c 




c 

a 






£ 




"3" 

3 


|3 




03 


-t- 




a 




7 

H 




C 

• c 






ca • 
w >> 




cj 
































B " 




2 d 

•S 03 

*- a 
v £ 
> 
oq 

Sg 

■o-d 

■a 3 

££ 





< 

T 

O 
O 

3 




o 

s 

c 

CJ 

CO 

c 




c 

"5 

& 
o 
H 

o 


"3 

c3 

a g 
-J3 o 

c a 

C d 

"3T> 

B 03 


r3 

3 
"S >> 

o 6 

"S a 
Z E 
o o 
SO 

S M 

■g s 


•5 

c 


0) 

oj 
§ 
>> 

T3 


C 

£ 

■*- 



C 


a 


i 

a 

a 

c 



"3 




2 

£ a 
eg 

m a 


c 

c 
a 
> 

d 

"c 

c 
c 


d 

oj 

a 


& o3 "g 
1 §M g 
iOTJ "on >> 

™rt.-S -fios 

-?. a .£f a 

^h 2 ^ "So 

■s S3 "s = 


•a 


03 




E- 




r 

X 

: 




o a 


CD 

c 


'3 


c 


— 
a 

•< 

c 



a 
c 

a 
c 


"3 
a 




c 


5 
O 

P 


O O s 

•gOn 

o3 rs 
g 

"S"S-7 


03 0> 


1>> 

J3_Q 




c 
c 




a 

5 

"o 

i. 




a 

a 


03 

a 


? o 

Jl 

"Sh! 

03 
-|J . 

!r"3 

Sj: 
— a 

J3 « 

o 


<^ 04 

"3 "3 


1 


03 

- 

a 

03 

■a 


CJ2 


a 

-~- 
-t- 


-5 

03 


4 

c 

- 


- 


HI 
? .f 

■sss 

■g 5 

mot 

CJflC! 


2§ 




c3 

11 

< 


CN 
c 
a 

— 

- 
c 

B 


13 
c3 

a 

H 

2 

a 
43 


<s 

P. 

a 
& 

a 


"2 

c3 
1 

- 


-^ a 
° <D 

o 


.5 ti 
«| 

C3 m 


^^ 

O 03 

"? a 




3PQ 

03 !2 
"o 

ll 
■ss- 

^ 03 
10 


°"a 

|^ 

hi r 

P 

'3 

03 1- ' 


O « 
g| 

3-d 

00 -^ 

.- 5'3 
% p 

O §^ 


-d 2 

to » 
12 § 

c3-« 
5^ 

"o 

"S-d 

ca g 


S'3 










































y. 


x 




























































































& 


P3 












































~3 


-d 








"c 




































B 


a 








c 




































03 


03 






















































































u 


u 








c 




s- 










t. 


[-. 
















03 









■ 


ec 




c 




C 


■ 


o 

a 


a 


c 


, 


c 


1 


c 


1 


c 


, 


a 



a 




^ 












c 




o 


O 


c 




c 




c 




c 




u 










t- 
























h 




a 


a 


3 
43 


c 




c 


i 


c 




a 


a 


c 


1 


c 




C 


« 


c 


1 






K 






> 




> 




>> 


>» 






> 




> 




!> 




>> 


>, 





£-. 


























* 












02 


c 
a 












S 


*o 






'c 








"« 




-S 


^2- 


S 
















































a 

a 




a 










a 









c 











CJ 




4) 




b* 




t- 




F- 




h 




t 




t 




y 




i. 












a 














"m 


-^ 


•^ 
















"oQ 




"co 






d 




= 




c 


B 


c 




a 




c 




a 




CR 


d^ 


d 






c 









o 


o 


c 



















O L? 


O C 















C 




o 


o 






c 








c 




O 3 


3 






> 









r- 




oj 


c3 


3 




I 




. J 




3 




=3jD 


o3 .D 


03 




c3 




CD 




OJ 




a> 


o 


0) 




OJ 




03 




ai 












« 




- 




- 




O 




m 




m 




- 




PQ 




- 




ffi 




ffl 


PQ 





Public Works Department. 



345 



-H O «C 



fr. ,-1 <H 






■5 C 



& 5 



|9 

E a 

| Ml' 



£-0 



C3 •" 



K£ 





z 


a 


J 










o 






01 


_ 


a 

-: 






m 












.a 


> 



<0 o 

O.S 



m S.t3 



<y -i- 



^ O ^J 



: s 






m"d 


t-t 


C « 




o 

u 

o 

Q 


5£ 


,-h o 

o ■- 


In rt 
oh! 



O o 



W 2 



P3 ,£- 



o u 



oO 


o 


c3 C 






£> c3 




tsa 

<! 


=8 ° 


*PI 




n^ 



-a pa 



P3 S 



-r, n o cs 



"3 ^ 

"is 






« & 



T3CJ 



<a.« --; 



=8 "3 



<u a 

^° 

o o 

of 
o."3 

05-3 



°6 



8 H 



3& 



■o<i< pa 

£ 5 ^ ^ 



~TS » a 



ap-g" 



a a 
§ 

a s 

so 



5 S rt 


>.n 


0-3^ 


^o 


m-g a 


fe^J 




GT5 


fH 
•a 




3^-o 


43 


^■3 


3^J 

OS 








-^.a 






•> _ 




Boston) 


T- 




c 


a 





c pa 



X. ss e 



a .2 ,s 



346 



City Document No. 26. 



— 

o 
O 



o 

o 

£ 

ed 
ct 

C 

r 



W3 













































-*| 














■* 












S 


















CI 


>> . 










tN 












o 


















OS 












O" 






























^H 


B a) 










iH 
































cs .53 






















IN 


















CN 


53 a 
OH 










■<* 


• 










CM 




























( 

X 












C 


















tab 

a 






















v 


















< 




■* 


TJ 




-*<co 


~ 




CC 




CO 




cc 




co 








CO 






o. 


§"2 








HO 






s 




C 








c 




c 




a 








►2* 


CO 







COO 


cr 




- 




SO 




~ 




r 




~ 




a 




5 


c. 










































- ffl cri 


IN 


ce 




OCN) 


CM 




t> 








o- 




-* 




in 




-* 




m 


<N 


O 


CC 




COCO 


— 








© 




1- 




cc 




CM 




re 




IT. 


CD 










■* 


m 




OC 




CO 




oc 


























































CM? 










' ' 


































m 


i- 




■* 


IM 




^H 




o 




c 




<M 




m 




^] 




co 


O 


M a> 








o 


c 




r 




CO 




3 




S 








cC 




CM 


■* 
















— 




l -1 




CM 




7 








<N 






t> 








_— , 




































"2 
'3 


— 




a 

s . 


a 
a 




i 
oi 




CD 

CD 




c 

-- 


FH 

CD 

-a 


a 
o 


c 
c 




X 


S '3 




o 


c 




CO 

.0 


53 a 


1 








C 

C 


1 

PQ 


c 




PQ 

X 


'5 




c 

p 


CD 




o 


: 








oi 






- 






a 


oi 












a 






3 

o 
o 


2 

T 

C 

c 






a 


ft 

i 

o 


- 
c 




X 
13 






£ 

Fh 


"c 




— 

'o 




c 




S x 




cS 


& 










I 








HJ 




X 


>. 










X 






cd 

a 


a 

r 




3i o 


'o E 

CD 


c 
C 


cS 

ft 


o 

CD 




fc 


X 


S 


1 
Pi 


-a 




s 




— 


hJ 




s 


s 




2g 


- 


+3 

o 


c 


_a 




a 


"9 


+ 


B 


ft 


_^ 






"3 












c 




a 
e 


5 
o 






,£ 


"o3 




O 


3 










X 












flpq 


-f^ 


>> 




hH 


0. 


O 




Q 










0) 

4) 
FH 

a 

o 


a 
a 

f- 

e 
c 




a ■- 

$C2 


is 


a 

CD 


a 
a 

+ 


O 

2 

^5 


CD 

a 


a 

oi 

ft 
o 


c 
C 
c 

a 


Oi 


CC 

c 
a 


£ 

w 

a 

CD 
- 


C 

a 






c 

C 

ce 

a 




E 
1 


oi 

2 


OS 


1 


(-1 
o 


a>_e 


c 
+■ 


>> 


c 




O tn 

CD 


cd a 

> 03 


a 


S 




pq 
c 




X 
— 


CD 


3 


pq 


PC 




' H 2 


Q 


c 
a 

> 

- 

? 

!z 
"c 

j: 

c 
e 

a 


a) 




+3 

o 


X 


o 


— 


3 










c 






o 

+-> 

a) 
cd 

FH 

a • 
o 2 

o o 

s« 

o a 

rl o3 

3 g 

So 
-gO 


"c 

X 

-*- 

c 
c 

c 
a 

ir 

- 

C 

E 


rA 
U 

<D 

o 

M 

pq 
a 

03 

2 

o 
o 

o 


h2.S 

is 

£pq 
"S a 

o a 
-+-* cd 

2£ 

x°3 

o 

a . 
■p.S 


cd a 

O CD 

11 


xi 

o 

s 


1 

a 
o 

s 

>. 
o 
PQ 

"o 

M 

o 


a 

Fh 

- 

-3 

-5 
3 


+3 cS 

$ 3 

si 

0.13 

UPQ 

"S . 

CD CD 

a - 1 

— • CD 
^"cd O 


ex 

o . 

^5 
"Sw 

CD 
Fh 

_, a 
— - 


CD 
CD 
Fh 

A 
CD 

a 
o 

h 

§s 

^ o 
^O 

CDi3 

-a c3 

DO ft 


CD 
Fh 

-£ S 

b£ g 

a ft 
2S 
o o 
xO 

§| 

>« O 
O Fh 

PQ 
-a a 

h3 c3 


^ CP 

^ a 
^ £ 

"3 o 

1 E 

p. o 

CD 

g li 
1 «l 

« o o 

O M^ 

"3 13§ 




^X 


c- 


£i +^ 


am 


a 


5 
a 


- 


£ 


"3p*o 


F- 


03 


H- 


Pi 


<j 


F- 


i* 


c- 


a« 




in 


PC 




us" 


c 

V. 








« 




c 
a: 




1 






1 




< 


is 




u 




F- 






















F* 




L- 




I- 












CD 


a 




CD 


a 




a 




CD 




t 




a 




a. 




a 




'f- 


53 




ft 


c 


, 


ft 


P 


i 


P 


i 


Pi 




z 


1 


C 


1 


e 


i 


C 


1 


c 


a 




o 


c 




O 


c 




C 




O 




z 




c 




c 




E 






X 


ro 


Fh 


f- 






F- 




F- 




Fh 








F- 




FH 












Eh 
H 


ft 


e 


1 


ft 


c 


i 


C 


• 


ft 




z 


1 


C 


1 


c 


, 


Z 


1 


X 


o 


>> 


> 




fe 


> 




> 




>> 




> 




> 




> 




> 




-. 


P-t 


g 














+- 




,■♦3 




-*- 








."t: 








c 


4A 


"© 


'Z 




'c 


't 












'Z 




't 








't 




p 


CD 


^J 






^, 










_^ 








-*- 














' cE 




CJ 


< 




cd 


c 




a 












a 




a. 




"a 








a 


c 




CD 


a 




a 




CD 




a 




a 




a 




a 
















Fh 


F- 




i- 




U 




i- 












Fh 






cS 




■g 
















"S 












-H- 












>> 


[, 




>> 


s 


1 


> 




>) 




> 




> 




> 




> 




T 


O 

>H 




0) 


a 










c 








s 




a 




a 




1 




>> 




"o 


- 














CD 




c 




c. 




a 




c 




r 


CD 




-* 


r^ 




M 


^ 




J 




A! 




^ 




5 




^ 




^ 




B 


■a 




fh 


u 




u 


















F- 




i- 




Fh 




i- 




0) 






CD 


c 








CD 




a 




a 








a 




0. 


CD 




PC 




£ 




P3 


PC 




PC 




PQ 




PC 




X 




ff 




PC 




PC 


PQ 





Public Works Department. 



347 







o o 














co 








CN 


CM 


c 














CN CN 








CN 






CN 








" T 


CN 












OS OS 








CN 






as 








CO — 


OS 












i rt 








OS 






"- 1 








' _I T- 


"- 1 










o © 








. 






XT 








OlC 


■* 










CO CO 








o 

CI 






CN 








^H^ 














4-> -P 








> 






tei 








> > 


i^ 










ft - 














cci 








O o 










OS CD 
02 IB 








3 
1-5 






£ 








*% 


£ 






O O >Q "3 


»H CN 


t» 




OS t~ 


00 




t^t- 


CO c 


t~ 


















CJ 














OS OS OS OS 


O 05 
CS 


- 




CO C5 


oo 




CO O C7i CTs OS 




CO c\ 


CO 00 


OS CN 


IC 




co *n 


co 




I 


CO — 


CO 




CN CO 


CM 00 






CO Tf 








:- ■' 


CO Tj 


oo 








CO o_ 




00 


■* 
















?1_? 


—1 


r~ 










rH 
























'"' 








































— _ 










00 CX 


CO O 


o o 


00 




r 


■* 


,_, 




oo 




c 


t^ 








■5 




.-H GO 


•r 














c 






t^ 








CO -y 




■* 


*"* 
















o 






o 


































^~- 










Fh U 

<u a 

* 1 


w .a 

■° s 


onstruction 
S. & A. D. 


a 

03 
CD 




c 


>> 
'3 


"3 

'3 

►J 

"3 

J3 






CO 

tH 

CD 
-3 

; o 

Fh 

■ pq 

a a 


OJ o 

So 

a 

oj.2 

3c5 




s 1 




• 


O -a 

cu 
Fh 


T3 

S3 
O 




J 


DO 
S3 


03 






5 CD C "to 3 

6 ^ ^ ^ Fh 

a rf b o?"S 




ield, Bar 
7 Field, B; 


Fh 

O 

c 

. X 


"3 ta 

fl X 
03 


0, 

o 

03 


>> 


> 

-J 


1 X 

a 
8 

03 


03 

1 

H 




> 


c 

c 

a 

X 

-FF 


^ c 
.3 | 

03 £ 


Sg 

CD-H 

F- 03 

mi 






s 


'o 

as 
is 






pel 
"o 


3 

ca 


r 


5 

s 






a - 
Spc 

U i 

Et3= 


^ 


« .5 5 




.Q 5 

"3 

►J j, 


t 




1— 1 ;W 


3 
O 


s 

c 

J 

3 



— 


a 

03 

3 


d 

e3 




-3 

CO X 

03 -r 

X <S 


EH ^ 

-3.3 




^ 


c 
c 

5 


cc 


.2 


2 CL" 

3 




co 

o 


3 


Q 

C 


E 


3' 




o , " 


^ 


a 






C 


J< 


t 


o 


^ 


+3 


OS 

o 


•a 


C3 o3 

Ph ft 




fc.'C 

pq - S 


CC 




CD^, 
CD CD 




- 




o 


X 






3 


3 
O 


a 


. S 


3 

OJ 


C 


a 



O 


^~ 


3- 

0) 

(-. 

t- rr 

|! 

>. - 

— b 
3 ° 
W X 
+3 : 


1 




O CD 








■^ 




a 




T3 




a 




1 

o 

3 

•I 

o 

3 




60 




T 


"^ fl 


hJ 


c 
r 

5 


a 

a 

c 

a 


I 

a 

-*- 
c 

c 

z 


a 
OX 

a o 


et. Mack 

ue to Exet 
ion. 


03 03 

u a 

X CD 

x>^ 


f 

c 
E- 


a 

* i 

a 


a 

P 
a 

£ 

a 
PL 


3 

> 
S3 

Pm 

*j 

S3 

A 


c 
a 

5 

c 


— 
+; 

.t 


CC 


*5 

2 m 

to' 3 
co CD 

>vfl 

CD CO 

g2 


"3 

X 

& 

03 

fl 
03 
o 


c 

c 
F- 


c 
a 




CU r 

H a. 

to > 

a 


03 
F- 

e 


03 T3 

pel "3 


a 

F- 


oj to 


8- 
■5 


4- 

a 
c 


j 




F- 


Q 3 


1 


X 

4- 
a 

a 

PC 

4= 


wood, Inc 

t Longwooi 
wood, Inc 

enfieid stre 
Archer. 

feet west < 
Laid by A 


t Hancock 
Company. 

untington 
Gore Corr. 


o 
o 

o 


S3 

3 

o 

s3 


r 
"S 

C 
PC 


go 

11 

£ a 


— 
1 

c 
c 


-£ 

>> 
XI 


a 

£ 

F* 
CC 


Is 

11 
cj £ 


P 
C 

X 

pS 


Company. 

t Dudley s 

feet south i 
can aspha 


CD 

.73 

fljl 

c3"co 
— CD 


<r 


< 


P- 


CO 


< 


CI 




£ 




< 


< 




■- 




Ph<C 


< 


< 


CS 


















CD 

13 












































s» 












































a 












































Ti 












































C 










































Si 


















'X- 


























h 






















f. 


- 


c 


X 
X 

o 
pel 





a 
C 


i 
i 


CD 




a 
c 






u 

a 

P 
c 
■~- 
z 


i 
i 


F- 

a 

C 
c 

F- 
C 


ii 


.2 

c 
c 


H 

3 
X 
X 

c 


>1 

Fh 


X 
M 

o 




> 
c 


x 
1 


PC 




> 








c 

c 


X 

c 




> 




_> 




C 


Oh 


cd 




pc 




■g 


rf 


£ 




a 




' E 
















^^ 






5: 


J 


CD 




c 




Q 


















a. 


2 


as 




c 
c 


' £ 


t 


c 


1 








a 
a 


Q 




a 

c 




4^ 

a 




s 
a. 


3 
3 
CD 


fl 
fl 

OS 








1 


09 








CD 

0> 






k 








> 

S3 


> 
S3 


> 

03 




f- 
c 




f. 


M 


+ 


c 
a 




3" 


a 
> 


c 




£ 

c 




E 




~ 


| 


a 








c 


,d 




f 




v 




a 






















5 


c 




t, 





^a 


c3 


-^ 


"e 












a 


CD 


CD 






c 


k 


t-t 









_03pH 


a 


s 




: 




c 




3 


3 


3 












































5 


£ 


PC 


PC 




£ 


ff 




s 




pq 


ff 




X. 




5 






pq 


PQ 


pq 










City Document No. 26. 



T 



c 
c 

E 
s. 

- 









M 


«* 


T 




,-■ 








- 














g 


s 




- 










































































- 




























c 


































-X 












i 














— -x 








































. 














11 






- 








z 














r- ~ 




^ 


-V 




B 


B 


. 


-. 


N 


^ 




























































"-- 


























































s 


* 


5 


K 


~ 


g 


-; 


•* 


n 


2 


B 






<x> 












t- 








T 


^ 






















- 


ti 


mi" 




^ 






























| _ 










s 




■* 




^ 


EG 


i 


i» 






£ 












> 


* 


~ 




































































































E 


U 


.; 


J 




_ 


^. 


35 




." 


_ 


_; 






























































1 


^ £ 


~ 




A 


t 


- 


3 




| 


_ 


t s 


































\ 


- 




^ 


1 




"f 


| 


| 




« 


-1 — 
> 








- £ 




^ 


1 


g 


< 


£ 


i: 


T 


a 








- 


£ £ 






~ 


■5 


x 


— 


; 


3 


| 


£~ 




























S~ 






~ 


-3 — 




'Z 


5 


■jj 


4 


jj 


£ 


3 


£ 






— 


~ "Z 




— 


~ 




PQ 




_Z. 


-i 


-\- 


~ ^ 


































5 


^ _2 






— 


t. - 


>; 


_- 


Q 


." 


-- 


^ 






— 


5 




— 


S* 


-T 5 


— 


~i 


-^ 


*- 


■- 


— 




























C^ Q 






I 


\ 




^ 


~ 


~ ^ 


^ 


- 


g 


- 


— ^ 


S - 
































- 


* 


7 


- 


? 




«g 




j; 


■"• 


~ 


t s 


| " 






= 
^ 


























£ 


* 




' 


Sj 


f -T 


J 


5 


^' 


t 


t 


" - 


































3 


< | 




£~ 


- 


i 5 




~ 


Z 


< 


s| 


- _ 
































*2 


" f : 


; 




^ 


-"1 


c 


£ 


s 


J 


-£ 


_ _~ 






u 


- R 


~ 




~ 


— -T 


- 


— 


I 


T 


7 : 


« 






= to 


; - | 




a 






^a 


= 




■g 


= 5 


3 






~ - 


X f 7 


| 


G 


I 


Z 3 


x 


i s 


5 


■ 


s • 
<_ 


■ _2 


































i r 

a 


ll = o 


<: 


1 g£ 

1 || 


■ 


SI S 


I \ 


- 


5 


| 


S 


1 J 




























































- 


£ < 


■ . 




< 


- 





- 


< 


- 


2 


X 


















































































































































> 


- 


_ 


_ 


H 


_£ 


_£ 




a 


- 


- 


■ 




. 


s 


r _^ 


_^ 


_^ 


X 


1 


^ 


2 


£ 


5 


~ 


? 




a 


~ 


- g 


; 


g 


- 


£ 


£ 


2 


- 


^_ 


1 


-f 






















































>. 




















































































































r; 


9 


a ^ 


: 


i 


e 


X 


X 


_' 


_ 




^~ 


7; 






- 






















































. 




























> 
















































































































































































































































-: 


5 


5 


s 





























































Public Works Department, 



349 











- 














' 








^ 










































B 








































































































— 














" 




■~ 


~ 


-* 








• — 












'- 














.-' 




,9 


- 


„" 








c 












•* 














^ 




M 


-~ 


__ 




















' 














•-' 




q 


r 


- 








_ 






















































x 














" 




^ 


2 


^ 








S 














































a 


T. 


a /. 


















X 








































































- 




































i - 




, 


DC ". 


a 


. 


ci 




,_ 


,, 




_ 


X 


.. 




_ 




,, 








X ■'. 










• 




























e 




52 So 






— 9 


— 


i- 


i- 


1 - 




C ' 




c 




". 








/. 


■ 


■.'. 




— •'- 






— 












X 




*' 




— 








X 


—' 












-w ' 


































1 


— 




i 


- 


— 


- 


— 


g 


— 


Q 




a 


— 


- 




- 




■ 


■5 




1 


/ 




1 


















* - 














»- 






- 






-' 




•-* 








— 




— 




". 




— - 




"- 


f- 


" 




"" 






^_ 












— 
















~~ 




- 




~ — 






^ 












,, 




= 


■d 


-• 




BE 




, 














































-r 




;_ 5 






w 












," 




- 


_ 


X: 




Ph 







• ' 












































X 










































i 




- | 






_2 


£• 


l 


| 


E 


9 


C' 






^ 


? 




- 




— 


- 










































■ - 


• 


fl r 




~ 


- 


i' 


>< 


^ ; 


1 


| 


_-? 


z 


- 


2 


•5 




§ 


r 


= 


a 


r 


•- 


| ^ 


| 


'i 


| 


| 


j; 


-^ 


-• 


1 


« 


■j 


- 


| 


- 




: 


B 


^ 


j 




Sj 


■g ^ 


| 


.". 


~t 


= 


1 


4 


~ 


- 


€ 


; 


^ 


5 


£ 




^ . 


V 


t 


^ 


_: 


—" 


v £ 




^ 


r^. 


*" 


fe» 


-- 


x 


•~ 


*7 


~ 


— 


— 






* 


b 


_ 


— 




1" 


7 ^ 
| .1 


1 





-T 


- 


- 


- 


> 


- 


= 


g 


| 


I 


| 


e 


> 


£ 


"5- 


c 


t 


-X 


jha 


- 


f 


'- £ 


.S 


| 


~ 


jO 


3 


-- 


^ 


^ 


= 


.£ 


K 


g 


/- 




1 


i- 






E 


- 


X \ 


- 


'„' 


", 


- 






§ 


g 


- 


e 


c 


-~ 


f 


- 




i 


J"— ^ 


— 




5 g 


§ 


' 


z 




-. 




— 


■.-. 


'— 




E 


jS 


" 


>. 














































> - 


^:E 


3 


-= 


-c 




E 


E 


•5 


J 


- 


o 


- 


s 


i 


a 


= 


r 


a 


_2 



s -i r. .• _ 









x oq -/. x 



350 



City Document No, '26. 



7 






-- 



















s 


S 




-^ 
^ 
















>._ . 














a 




































~ 


~ 




















- - 














T* 






















- § 


















™ 




w 
















: 














- 


5: 




bj 


































< 




< 


















Tf 










■*?■ 




.. 














































































































































































>J; 






































M 




X 


.. 


5 


X 


f~ 






ro 










r~ 


^ 








e i| 






■^ 






.-: 


S) 


■^ 
















x 




» 




o_ 


» 










M 




















j;^ 






































a : 


M 






X 




■* 






















f- 














^ 










».; 












X 






















































































































' 








































i. 




>; 


>^ 




_ 


















g 




>. 


















































x 




























































S 














































































>-. 




"2 


~ 


^ 






~r 


> 




> 


> 




5 


"x 




I 






— 




-^ 




g 


a 




.ti 






a 


*~ 




Js 






Q 










































— 










































































- 


X 


~^ 


4 


£ 


| 




* 


! 




i 


_5. 


-- 


i 


> 




"3 
































































x 










." >-. 






































Z 


5 


s 


s 


>: 


| 




— 


X 

5 


2 


s 


§ 


s* 


1 


r 




1 | 








































x 


§ 


X 


.= 


I 


; 




i 


- 





2 


"S 


> 


s 


-I 


>-. 


«J3 






5 


jS 


£ 




~ 


i 


> 


= 


T: 


~ 


^ 




s 


^ 


5 


B 





EC 

1 



1 1 1 1 . S 1| |l il 31 






r -= X 








_£ 




22 


^ 




^2 




.r 


j^ 




~ 


^ 


- 






> - 


>"- 




2. 




- b 


-a ~ 




5 

X 




- 


5 


i 


X 




| 


£ 




5 

> 


X 


- 


- r 


■ — 


m _2 


1- ^ 

^ - 

^ s 


3 ^ 


= 




^ 


r 


> 


f 


f - 


- 


4 


s 


-i ; 


| 


^ 


~ 


I 


- 


X 


11 


x^ 

■ 


>"~ 


II 


~_ 


c 


~ 


w = 




g 




J; 




II 


~ 


-' 


u 


*— 


= 


~ 


m 


5 




-Z 




-^ 


- = 




— 




a 


D 22 






." 


SI 




1 


| 


1 


1 


-i 


| 


1 


i 


5^ 


~ m 


■ 3 




-1 - 

■ r 


= 

N 


| 


-- 


— - 




- 




< 


5 




f 




< 


H 




- 


£ 












3 


-" 




i" 


-" 


























— 


















































= 


















































ti 




























— 




r> 


2 




£ 




JJ 


j> 






- 




























. 




g 


a 




g 




1 


£ 






g 




r 




> 




>. 


~ 








>! 


































































































a: 


















































^ 
































































































>; 










>_ 












>. 
























j= 














































































































































X 


















































































































































- 
































































































■i 




~ 


— 




tj| 




- 


1 






~ 




~ 




~ 




"x 


■ 




■ 




"x 




= 




- 


= 




= 




p 


- 






- 




- 




c 




z. 


z 




z 




p 




































































































_5 




_^ 


_^ 




_ 




_^ 


_^ 






_ 


~ 


_; 




^ 




_= 


™ 




— 




_5 














> 




>■. 








> 




> 




> 




>. 










>; 




_■ 
















































£ 




£ 


£ 




H 




£ 


£ 






£ 




£ 




s 




^ 




- 




^ 




£ 



Public Works Department. 



351 



Off. 
OCT. 



*1 .-< "5 



<< Q 









































o 


1^ 


cc 


CO 




05 


CO 


t^ 












































o 




o 


o 


CO 


05 


CO 


05 


C5 


C5 















|6 



E a 









-= -a -G 



S M M 



m -g +3 23 



,C O 



£ 5 



=1 



V-c h m 



° ~ o 



£ 



£3 



- A — 



2 ft 

x E 



5'-' +» t. O <D 

- >, o_g -e 
■a ^22 o£ 



.3 £w ~ g 



qO 



O =3 



as a; 
:= 3 



e3 o 

11 

2 S3 

q 5 

3 s 
U § 



5 ~^£ >— C3 



9 = a 



E a-c 



-3 c 



o 



- m 



3 <° 



° s 

OQ J3 






"53 



s .~ oj t. ^ 



"5 ft 

CD S3 

k. 5 
^O 
< 



ga _a o 
a. "3 a> 



Or- m 

,2ft "C 



a o 

£ § 

M •» 03 

S3 g-a 

WIS cj 

(S 



N 



.a — £ 



t*" ^ «jj c c 



"T * 



■w -rt ° 



352 



City Document No. 26. 



o 
O 



c 

I 

E 



>>„• 












































a « 
03 .a 










































53 0" 
2 x 










































o H 














































































It 








(N 




OC 




CN 




r~ 




If 




ec 




ir. 




(M 


N 






OS 


CO OS 


03 "2 


C 




c 




c- 








:~ 




c 




a 






c 




T 






<»°3 


OC 




- 




oc 




r 




X 




c 




s 




a 


CJ 




K 


a 


C3 C5 


!*h1 




































a 






«* f-<js 

§2.3 


ff 




V. 




OC 




l> 




t» 




CC 




CN 




CC 


ic; 




IT. 


■« 


CO i-4 


c 




<N 




A 




(M 




C<1 




cr 




■* 




CM 


CN 




c 


•«* 


•* t> 


OC 




ir; 




Tf 








cr 




u; 




-T 






■^ 




«* 





co <o 


^ 


























CM 










■«* 




~ 


,p|hp 










































+3 cj 


c- 








OS 




l> 




tc 




c 








>c: 


cr 




-t 


IT 


00 


CJD CJ 


<r 








m 












oc 




CT 






O 




CC 


US 





»-i.S 










<N 
















t^ 










c- 




■* 












































.1 




> 




S» 


0. 




F- 




>> 


F- 










p 


P 


cb • 




- 








— 




- 
c 




4 

o; 




jC 




oa 






T 




a 


c- 

£ 


"3 : 





T 











— 
a 

— 






q 




PQ 
>, 


CA. 

03 ."t 




"c 






a 




+ 




"c 




C 




r 




+ 




~ 




PC 


£ 




£ 

x 


"J : 




• •+= 




X 




,£ 












-C 




'5 




^ 


>, 


1 


■5 




X 




C 


i 


° 










ft 


K- 




E 


fi 




'5 


^c 


: 




f 


& 


a 








-i 




+ 




CC 








_S 


X 




i-P 




■x : 




«5 
.9 ft 
12 S 


E 
c 




0! 

t: 









"3 

a 


— 










| 


'c 




c 

c 

c 
c 

i= 

a 

p 

s 


c 


; 


"1 

3 


p 

c 
^p 

a 

f- 

V 

f- 




o 

o 

M 

a 

'> 

, c3 

Ph 

-fa 

- 
- 

<! 


< 

-t- 
a 

f- 
a 

E 
a 

,c 
C 

cc 

a 




e 

+- 

a 
a 

P 



< 


>> 

a 


0! 

0, 

'S 

a 

? 

c 

c 

y 

P 
c 


S 

03 
ft 

2 
o 

O 

s 

=l 




— 
rc 

E- 



a 




'p 

'- 

a 
a 

+ 

H- 


1? 


03 

-s 

03 

|8 

H 

ID 


J5 ^ 

O 
O 

. is 
c 

£ 3 
^2 M 


way. Pine wood bl 
street. Pine wood 




o S 

Ph.Q 
"0 o3 

Acq 

03^ 


£ 
o 
O 


;- 
c 
p 


c3 

a 
o 
O 
to 

c 


< 
C 

a 
a 


+3 

s 


PI 
o 

H 

"o ft 


a 

c 


1 
B 



O 

CtO 

s 




C 

c 

& 

a 
p 

P" 


pp 

+■ 
a 


>> 

a 

1 



O 


a 
a 

-1- 

■+: 

C 


o- 

pp 

Q 

cc 
b 


1 : 

03 : 




F- 


'3 





■4- 

0. 


c3 

Ph 


a 

P 


a 


h3 O 


^ 


'i3 
Pm 


c 


£ 
o 

o 


H- 

a 
a 


H- 


c 
£ 
a. 


s 
is 

p 

c 


: 






►J 


+■ 
a 


-£ 




03 


^ 


>> 

^2 


t 

c 


bo 

.s 


p 
c 




HJ 




a 


ii 


fan 
.0 


t- 


0) cog 

3 h 2 




F- 

a 

> 

a 

e 
a 


+-> 


> 


H-» 

o 

Fh 




h4 
ft 


c 


'5 


+■ 


> 

03 


>1 ft 


a 
a 


"g 


P 
c 


i 


03 


+= 


c 

pp 


9P3^ 




1 

T3 


a 

c 

a 
a 


CO 


CD to 
Cxi 
fh * 
h- 3 u 

CO CD 


FH 

O . 

-^ CO 

a> o3 


a 



+ 

P 
c 
c 

K 

a 


ft 

•3 


PC 

*c 

F. 
a 

p 

a 


= 

pq 


£ 

a 
a 

— 


Ph 

"3 

J3 

CO 


t Washingl 

ark square 
Wood Pres 


fP 
a 

+s 

C 


Brothers. 

ridge over 
Brothers. 

hawmut a-v 

man Bro 

aid by city 




PC 




£ 




Ph 




t^ 




PC 




c 




c 




< 


p. 




PS 


PC 


CO i-PI 
















u 












I- 




















a 




c, 




a 




a 




a 








a 




















c 


i 


C 


i 


c 


i 


C 


i 


C 


i 


t 


i 


- 


■ 


















c 




c 




c 




c 




c 




c 




c 
















CO 


f- 




F- 








^ 








f- 




t~ 
















6h 


C 


i 


c 


i 


c 


i 


e 


i 


c 


i 


e 


i 


C 


< 


r^ 


F- 

a 




c 


c 


OJ 


> 








> 




> 




_> 




> 




> 




y 


C 


1 


p 


c 


a 


K 






+ 








+. 
















Z 


c 




C 


c 

































F- 










E* 


'Z 




'c 




'c 




£ 




'c 




'c 




'5 




P 


e 


1 


c 


p 


■• a 


GO 




























































«- 














> 




> 


» _> 


1 >. 













c 




a 




a 




a 














HJ 








a 

t- 




a 
+ 




a 

f- 




a 
+ 






+ 




a 




a 

F- 






4- 






'c 


'c 


'« 












a 












a 








> 




> 


> > 


. >> 




p 
c 


1 


p 
c 


i 


p 

c 


1 


P 
c 

h 


1 


E 
J 




E 
£ 




F- 

a 

£ 




> 


OC 


c 




CC 


c 


cc 

js 

c 
c 


03 
& 

03 
O 




"E 












'C 


















F- 




JH 


Fh 


u 




PC 




PC 




£ 




PC 




PC 




PC 




PC 




CP 


PC 




pp 


n 


PQ 





Public Works Department. 



353 





CO 


■** 


m 


00 


OS 


(N 


05 


^ 


CO 


o 


as 


t~ 


CO 


CO 


00 
























o 














e> 


en 


OS 


cs 


OS 


OS 


CS 


os 


OS 


OS 


OS 


Cs 


oo 


OS 


OS 


os 





eq i-i -# 

r+ -H CO 



■a 
3 

o 
u 

'5 
P3 

■3* 


o3^> 

£o 

O o3 
OS (J 

as°o 

-gfi 




e 
S3 

"o 

Ph 




o 
o 


Is 

^ a 
§1 


03 
O 

"3 

>> 

a 

03 




o3 O 

a 

9| 


O 

'5 
oi 


3 

ffi 
as 


as 

>> 

C 

03 


"3 

a 

03 

T} 
03 

•d 

;a 


il* 


>>£ 


-*> 




s 




<! 




<«M 


OS 

a 


X 




a w 


CSffi 

■sz 

m ^ 
fe ° 

OS > 

ioZ 
o 


o 






<N >> 

O^ 

"S'S 

as . 
o"g 

« 03 
o3 ^ 


=8 

2 




a >> 

O.Q 


H 


£ 


.2a 

o 


9 


°r2 

"os"^ 

ol 

aspq 


as 
> 
o 

| 

,fl 

t 




as 

"5 
o 

a 

M 


O 

m 

as 

S 
as 

to 
— 


- 

as 
I 


°1 

H 

CJ.fi 

to a 

■a * 


OS 
OS 

a 

as 

6 


o 
as 

13 

o3 

C 
as 


a a 

OS o 

03 "o 

_ =1 


!> 
o3 

C 03 

3 a 
o ° 


CQ 


p 




<l 


PQ 


pq 




PQ 


<u 


pq 


pq 


< 



-2 >> 

-< 03 



0)£J 



a,s 




J> as 


H 


03 § 






QJ 


S^ 


Fh 






la 


H 03 






u 


<3 




■s tf. 



^ p s. 



~ ^ ^ 



« as 



-^ ^4 ^ 



J- J3 



P3 pq 



pq pq 



354 



City Document No. 26. 



03 S. 
3 X 

OH 



2S o 



r-l H CS H 

O C3 CO o 



G0C5 






-i.S 



c 



o 
o 

E 

(/) 

a 
be 

'? 

r 



o 3PQ 

«ts 

+> O H 

£0 tj 
gffi'3 

-Sa^ 

S3 P 
o £ . 

«£§ 



-a o 

IK 









oo £ 
o e 
^§ 

"So 


"o <5_o 


£ c3 . 

i« ml) 


C3 ,aj 


m (- m 


o3 3 




a; a) != 


M 3 
-S n 


•j o 5 


orn a 


-: PQ 




Tf^3 


03 
X 1 




£ < 



> a 

o o 
■gO 

03 bO 



f^>> 


^ 


fT 1 


3 3 












ts a 


Ph 




.5 £ 

JO 






3 


PP 


"o 


TS 




O bO 






r > 


1-1 


03 








APh 


-^ 


go 


-*-= +3 




£"§ 


$o 




«•< 


^s 


+>« 


1-p 


PhCQ 


sg 


M CQ • 






53 "d 


-l-o 


Oil 


> 3 






M-,1-1 




°J 




o 
a* 

«.2 


0) ■ 

If .3 


"S a 


£ & 



•fi a 

PQ ° 



PQ 

-a-S 
t « 

o§ 

5 s c3 

+» a 



° & 

03 =S 

£3 



o"3 m 

coffl3 



ff £ 



_SS rt 



a '3 
J 



PQ 



a 

O 03 



o o 







c 


c 


'S 





Public Works Department. 



355 



0000 t-. ^ 

<M<N 1-1 <-< 



OO £ 









i-H CO 



i-l i-l CO 



i-H 00 i-< 



PS Jjj 



o 3S 



03 C3 



°S 4i- 






S £3 5 
O i> .-a 



2 3 

5 PC 



2 a S 

*3 B £ 

o B o3 

2 o £ 



O 3 - 



J 3 



§ Q 



b & 

a o 






PQ - 



« « 






>io 

H>0 


°^ 




0=^ 




is a 

m B 


"&•* 


O B 


-3O 




B 5 


£u 


*> B 
<u o 


5 03 

b q 




ti 





3 




■y >, 




b a 




3 03 




~* 


>> • 


OS 


B ^, 
H 1 03 

b a 


■go 


B C 




O's 


O b 




mO 


§Ph 




2? -^ 


O-B 


.9 a 


ffl S 


%< 


aPQ 








t~> 


0.0 


^ 




-pa 


^ 


>> >. 


•">, 


"E-° 




%~ 




"S'S 


h-l-S 


o 1-1 


.-) 



— "» £ 



03 O " « 

3 oi "3 a - 



S 0J 
3 > 



03 03 3 

Sal 

<<pa 



S Bi .a 
— rf a 



z,%< 



£2 



a 3 

o3 M 



^ a 

O c3 





>, 





d 




a 




a 


-i 


- 


: 



O 



E ffl 



P5 m 

OS 



0. 






C. 


Il 





« « 



ii -2 a 



356 



City Document No. 26. 



* § 



*3 



coco 
os en 



ffl 1-H i-C 1H 



SSI 



COCO .-H 



n5.g 



Q 



M 

c 

C 



tfl 






CU.S 
""J 



O S 



O 1 



c3^ 
i> o t_ 

hU 03 



•g« o 

m <B m 
£ fc ft: 

No 

<£ t^ 
^■n . 

<u >> 

i2oS 
tSJd 2 a 



SO 4 

-HO « 
"8 | O 



an3 



-d ^ >> 



P* 
o C 



9 g 



H 8 






o>, 

-Bel 

03 S 
0? O 

•«o 



S < m 



m O 






gu 


OpH 


^ 




0;£ 

"^ 03 






"S-^ 


+J 03 


s ft 




0) 


■§-< 


offl 
In >> 






(U^ 


0) to 

0;<j 


SPffl 


<2" 


a 


PQ 


to 



a ^ 



3 ^ 



+3 03 

£ ft 
_, o 

£o 

03 £ 



O Q> 

"m ft 

a 3 



■M-S 



^ 



«gO 
coX 
o M 

o3=a 

3 . 

S^ 
H V 
O ~ 
■*=&. 

M" 
S >• 



■8.S 



<o «: 



Public Works Department. 



357 













— 1 >-H 








rt 






o 








co 


CO 


CO 


co 






-i ~i 








<N 






CN 


<N 


CN 


CN 






OO 




OS OS 




OS 






OS 


OS 


OS 


OS 






r« »-t 




»-l .- 






"^ 






*-< 


T-< 


•H 


r *^ 






00 00 




oo"oo" 




cs" 






<o" 


US 


"i" 


>o" 






tNO 






CNCN 












rt 


rt 


rt 


,H 






-J -*- 






*>+. 






■ 






u 


bi 


bb 


bi 






CD C 






o c 






c 








3 


3 


3 


3 






CO 




oo 




o 






<J 


<! 


«! 


<! 


o 


O 


coo •* 


COCO o 




m 


~ CC 


CO 00 


00 


00 


00 


o 


o 








O 




















OS 


cs 


COC 






oo 


o 




os 


r. r 


OS OS 


OS 


cs 


OS 


CO 


t^ 


■-ItC 


00 


"OC 


■** 


o •* 


DC C 


r- o 


CN 


OS 


o 












"OO ■* 






" - 


CM CO 


l> 


00 


Tj< 






CN r 






rt CN 




CO 




t^ CD- 


co_ o 


OS 


CO 


CO 






CN 






IN 














rt 










rt 






«-*-- 


































CO 


CO 


co 






00 


C35 


Tt 






OS 


-* co 


^ 


lO 


o 






o 






■* 




co 




O 


OS CO 


■* 


o 


>o 






lO 






lO 










1> 


■* co 


co 


CN 


CO 








































>. 


>> 




>> 






_j 












T) T3 


a 

03 


CD 

03 


■ 


-Q 


Jd 




,fl 






'o3 














'3 


a 


:2 


"3 












J3 

a 












k1 i-) 


-a 

03 


a 


s 


'3 

i-5 


"3 


si 


1-2 


> 




C3 












Tj ^ 




CD 

03 

B 

O 

m 

■d 

oS 


c. 

1£ 




03 ■ 


id 

S 

CD 


IP 


CI > 
03 C 

a o - 

gO r = 
t- en 1 - 
-£ ^ cr 

CO CD t 

1st 

CD^rv- 

•3 £ C 

O £ £ 

CM fl3 ^ 

2-° > 


<D 

1 IB 

1 

-1^ 


> 
cd c 

ac- 
es - 
o £ 

^c 

cd a 


1 
- 1 

s 

CD 

3 

g 

CO 

^>> 

S s 

3 oj 

o 9- 

°o 

a h 

CD 03 
2"o3 




a 

c 

r 




> 
= 
J 

E 
c 
O 

CSJ 


E 

c 


2 ^ 

CD ,-, 

c 1 

. 6 | 

CD u 


9 

S 

s 
fe . 

PQ a 

^£ 

CD O 

«^ 
- u 

CD CD 

3-ci 


M a 

-!=< 03 

03 a 

ca a 

w o 
od'O 

"2 £ 
PQ:S 

§PQ 

^ 
a^P^ 

.Q ^> 


CD 
h 

>> 

O 

,y 

CD 


Fh 

>v 

CD 

*o 
/4 


o 

e 
a 

p 

1 3 


> t^ a 

c3 o3 f- 

-9 >>> 

'a ■& > 


a 
a 
u 

a 

c 
— 


c 

1 


Sput 

CDJ3 = 

sac 


g | 

> "3 

03 -1^ 

cs pq 
> 

m CD 


o 

M 

'3 ^ 

>>a 
a? ° 


o 


n 




o 

o 


°^1 


C 


c 

C 
I 

1 


< 


<2 


O a 
S > 


< 


o 


c 
> 

CC 


= 

pq 


«8'3 


o 

03 03 

cd a 


to 

a> . 

.^ OS 

a> a 
.2 3 


o • 


£ a 

CD c3 

§1 


gol£ 

g si 


c 



a 




c 

» 

-*- 
a 


03 - 

fflC 

>. > 
-- 


ec 

"S ^ 

cd *: 

a I 


03 

a 

o 
O 


S- 5 
|| 

Ojrj 
O tD 


r 

C 

z 


a 

03 


ai-J 
o 


Ti o 


o 


>>03 5 


— 


c 


•- o3 bi 


-9 a 






-*- 


'ri's 


-J- 


£ 

£ 
c 
C 

CD .,. 


£ 


£ 

c 

> 

CC 

— 

a 

s 
c 


H 


B-a 


a a 


Jo 
Is 

c3 
CD p 


coo 
°2 

-^ CD 

go 
-gpq 

>> 4) 


CD ^D* JS 

la* 

?> a ~ 


CO 

CD 

OS £ 
— CD 

o^ 

•« o 

O fc" 

2 « 

g CD 


co"3'C 
5 g^ 


O^ 
.2^ 


c 
a 
p 


a 
a 

C 

c 


°^ 5 

flat 

"• 03 * 


a 

-4- 


a 

— 

o 

h 

zz 
a 

g 

s 
J 8 


-a 

"3 


£ 
c 
C 
c 

a 
a 

F- 

ac 


3 

cd 


3 S 
03 oj 

a| 


+J ^ 


"3 3 


£ c3 p_ 

-M CD CD 


c 
c 


- 


"^ 


c 
— 


1 


^ 






•3 g 


^ 


c 
£ 


1" 


C 

c 


a 

03 


i| 


.2^ 


CD 1 ^ 


CD £ o- 
cd w a 

<«-i CD CD 


£ 


1 S 1 

ihSCU 





+5 




6 s 
'S "1 


a 

CC 




^ 


£ 
c 




CD 


a 


03 


as 

o^ 


CO 


M 


n<m 


CN 




0<PQ 


OS 


D 


<i 


a 


i-X 


P 


PC 




C 




PC 




o 




















































1* 


^ 


s-. 






CT 


-p 












i- 

i 




z 




z 




">. 


a 

O 


CD 

a 
o 


o 
u 


( 

c 


1 


CD 

a 
o 


CD 

a 

O 


a. 
C 
c 




a 
< C 


i 


a 




X 

* 




X 

c 

PC 

■+- 




3 
D3 
X 

o 

6 


a 
>> 
o 


a 
>> 


>> 

CD 


> 

- 




a 

CD 


CD 


> 


g 

1 ^ 


c 

< C 


i 


c 
c 






c 
- 








CD 


CD 


c 




CD 


CD 




' V 


t 




£ 


- £ 




c 
ft 




a 




1 


o 




p 


c 




CD 


CD 






•1- 




-♦- 


a 












CD 
03 


u 


-JJ 


CO 






4jj 


U 


c 


c 


a 

t 




c 


| 




7 




+ 




























b 


) 


( 


i 


6 


1 


bo 


h 






i. 






f-t 


























cd 


CD 








CD 




£ 










j 








L 




















c 
7 
























13 


-a 










-d 


j 


c 




c 


"t 














C 


a 


e 








C 














G 




r 




03 


o3 


03 


o3 






03 


03 


7 


o 








f 




^ 




















-C 


A 


X 


^ 








c 




c 




C 




O 


C 


) 


C 


) 


L 


) 


c 










C 


) 


"- 


c 


i 






c 


* 




* 








* 





358 



City Document No. 26. 



^j 



oo 


to 


-<* 


i-O 


IC 


tH 


-* 


OS 


C5 


o 


<N 


00 


























o 


oo 


00 


Oi 


05 


o 


o> 


02 


Oi 


a 


00 


oo 



<-?: 



m>< 



00 o — 






.-H rH CO 



o 
O 



a 

j= 
+j 
o 
o 

E 

(/) 

fed 
c 
'> 

r 



CO 



££ 

** o 

o3Q 



'P ■§ 1 



^-3 



£s tu 



o 

si 



5o 



m (3 

m e3 

p a 

03 O 



•? £ 



d5 


rt ^ 


a o3 


£CQ 


^8 


03 JS 








fl^S 


S o 


■3*1 






g-8 

P 03 


03.00 


>"3 




w 


a 


•* 



-C o 



p— cj 



o<3 

° § 



<£ 3 32 



So 

So 
bfi O 



a a 1 

a o3 



-c S 



O a> 

" C 
o g 

03 _Q 

■a -a 



5 60 

— a 

I'l 

■3.S 

-C 60 
| 



*-3 

03 a. 



"So 


•S-* 






5° 


t3 


id +3 




CD^ 


a° 

I 2 




5o 



S ra N 

r f ft id 
O O » 

lopq o3 



.•o -Si 



It 

id c 
■£*£ 

& 03 

OOho 
o"3 



£ J g 



s 
is 

03 

0) M • <1) £ 

£< 3 o 
3* £< 



C 03 2 



^ « 03 



a *> ^i 






cffi 



O U 



Public Works Department. 



359 



C3 U3 CO 00 



O -< i-h 



i-l i-i CM 



o3 



oj O. 

2 s 

s o 

03 d 



5 s, 

O o3 

Oh 



p E 



a 5 

« E 



S* 



O-O 

0) ee 



«! _ 



£ 3| 31 

u PQ o PO 



Q £ 



.a-d 
If 3 

e 






«»3 7-> 



£ 



<B 


P 






a 


C 


> 

c3 


a 






,n 


4J 


















is 

s 

c 


o 






~ 


r. 


3 




U 


S 


►P 


03 




is 


-" 










O 








I a o o 



£ r2 



o -d 



O £ 



OJ -G 



O i—i 



a 







K OQ 


*o 
















ftJS 


C oj 


03 


o 




Ss 


■^ o 

ojO 


,s 


pa 




~pq 




OJ >i 




— 




Rs 


OQ 


Sol 




~ 03 

oj S 


o . 




- 




OJ OJ 




c 

-4J 




.Dq 


Sm 


P « 






Sj? 


■S r 




lO 




~~ 




£3 

go 

§*3 

H-3 
o c 
O S3 




OJ 


O 03 


>>K. 


o 

OJ 
OJ 

a 
S 


o 

z 


*o . 

"3.2 

OX! 

.p-d 

OJ o 
oj o 


03 >> 
O ,; 


„U 




— 


**-■ ^ 


OJ^ 



J= C +3 



E 03 

"BE 
Q " 



9 c — 



03 <*- o 



hO £ 






o a 



O ""3 



£ << «jj -tj < 



■1 *' 

* 03 C4-. • 

fnJ O >? 



-2 03 

IS a 

<"£ 

1o 

w 









p 


"a "a 

o o 


"c 












c 


c 

c 


c 
C 



I ffi s 



« c 



o o 



-^ ^3 a 



J3 J3 -S J3 -S 

o o o a o 



J3 ,3 .2 .3 



360 



City Document No. 26. 



^^ 



g 03-3 
9 3 s-< 

<*£ 



rt O rH 



■H O iH 



3 

c 



o 
o 

E 

C 
'> 

E 



o ft 

o s 



0) o 

ACQ 
> 9 



5j 



O.Q 



r^ 3 



^ £ 



'O « 



o a 

U5 



rH« 



-so 



0X1 

3v 



a g 
O 






3 


0) 




« <i 




> 




o « 


n 


OS 




g* 




pg 




sy 




p 




d m 


a) 


is 
Pi 




O tD 


00 >> 


o 




n> fl 


3 ft 


- 




a 5 


H 




^£ 


.A H 


o 






opo 


U 


>> 

s 


Si' 


£ 


:: 




m-d 




<n 


u 


-O'S 


°^ 


c 


B 


-Chj 



o >> 



•o ~ =* ■? 



pq >> 
^-° 

0-3 



££ 



5 = 



3 oj 
.Ql-3 

® . 

O^ 

^"3 



£, Spq 






3-^ 

|e 

> 03 

o3t3 



"3 «£ SB 



o.a 
S3 

o.-£ 
Opq 



*> 2 

3 3 
■5 3 



.a a 

oj ft 

5 ° 
go 

S2 
6.3 
Q o 



i »3 3 



S(& 



l-( •«*" T-l 



fc, Q 03 

_e"o3 S 
S oo 
3 SO 

o 

CO 



:t 



r o3 
5PQ 






w s 



Public Works Department. 



361 



O -i — 



i-H tN 1-1 




£ -! 



o £ 



« P 2 



^J 


o >> 








o o 


J£ 


«Q 





■P 05 









■as 


+3 


t 5 l- » 


< 





Or-, 

° s- 






O c3 



§ " 1 

I J w 



03 "3 
GO sn 



s 'j o 3 bC- 

5 <; n 



cs >; 



m o 


cj 




O . 


£a 


Gn ° 




o 3 






2% 


v . 


«"8 


T3 






5?* 



> s 



F 5 c3 Oi o 3 



« H 



3 g | .s 
1 | S/Ja 



« 5 



<3 C ** 

~« s 

wg s 

o >> .« 

2 -£■* S 



i2j M 

™ 9 

ris. • 2 

§1 I 



3 "is 

2 P 



* 3 



'3° 



J S3 «« 



ffi a 



"Em 

3-rt 

■ — c3 

■5 §• 

m c3 






£.3 

£-^ 

.a 

OS 



" S a 

811 
3+3U 

« 





1 






-~- '" 


T 




X 


a 



p p. 



p p 



.3 ^J -S o 



o o 



2 2 2 6 



o ^ 



o 2 2 



362 



City Document No. 26. 



o 
U 



u 

C 
'> 

r 













CN 












^; 




! 




_■ 




rt " 




^ 




co 




^ 


re 














CN 












CN 




T4 




CN 




Tl 




CN 




OJ 




Ol CN 


>1 . 










33 












Ol 




33 




33 








r. 




o> 




C3 O 


fl S 










rt 






































=3.3 










IN 












CN 




CN 




CN 




cq 
























7-1 












CN 




CN 




CN 




CN 




r " 1 








rt 










X 












> 
O 




O 




> 
O 




> 




a 

00 
02 




> 





4J CO 

a b 

CO 3 
X Hj 






t- 




t>- 










































os^ 


O 




O 




r~ 








CN 




CO 




o 




O 








o 




00 




CD 00 






J^ 








o 


































co'3 


CD 








C3 




- 




a> 




- 




- 




33 




- 




C3 









a> 


t^nl 


O 




2 








































^^^^ 


S5H3 


CN 




OS 








CO 




-* 




00 




o 




"5 




^ 




■^ 









CO CO CO 


T* 




t— 












r» 
















m 




CO 




■^ 




■* C3CO 


■- 3 3 


t> 




lO 
















t^ 




co_ 




O 




00 




CD_ 




co 




■*OiO 


u: 




lO 












rt 




-*" 




■*" 




T}T 




CO 




t- 




«" 




r-" 


x+i 














































"— ' 




-^ a; 


co 








00 




o 




o 








o 




lO 




LO 




o 




t> 




30 






00 
























A 




r» 








CN 




c 




O 




_) B 


q 




oo_ 












CN 








tli 




■o 




lO 




CO 








C: 




■* 




co 
































CN 




rt 















£ 




c 




• 




_ 




>> 




>i 




•B 




>> 




T3 


















a 




s 




c. 












X! 




XI 




'3 




X! 






















a 


>, 


pq 

o 




3 
>> 


d 




3 




►3 




'3 
i-l 




h3 

'co* 

03 
X 




'3 

Hi 
CO 




03 

X 




cj 
X3 

£ 

03 

c8 
CO 




>. 








5 
O 


a 


a 

03 

p, 
£ 
o 
O 

bo 
B 


.2 
*-£ 

S3 
GO 

To 


>> 


CI 




3 




z 

o 

x 




03 

g 
- 

C3 
03 




03 

Xi 

_c3 

c3 
CO 

C3 




s 

03 
— 
S 
CO 
03 




03 
X 

03 

03 
CO 
03 




_3 
£ 




03 

CO 




i. • ^ 

E 5 s 3 
O as 

CO = ° 










03 






C3 
s 

_£ 

u 



a 

-i- 
c 
a 

CT 

C 

-4- 

a 

E 
a 
> 

CC 

X 

3 




z 


























xu s 


3 
2 


5" 
ox 
b a 

°^ 

4) jj 

an; 
■d os 

«>, 

o3"d 

2* 
"S 

P5 . 
>>"3 

c3 Q, 

Xl 5? 

««| 


S 

B 

CO 

o 
o 

0) 

"m 

_c 

E 

ce 
O 

"8 

>f 

_= 
3 


a 
- 

z 

'J 

00 
— 
a 

o 

+3 

o 
=q 

>> 

X 

- 
- 

-3 

"3 

- 

1 

— 
= 

B 


5 

T3 



c, 

— 
r 



< 
a. 

> 
cc 

z 
r 


>> 

B 
03 

C 


cS 

g 

o 
O 

1 

P-, 

"3 

x 

< 

a 

3 
pq 

— 


o 
Ph 

o 

c3 
co 

I 

1 
1 

3 

1 

_r 
"3 
O 

"o 

03 

a. 

00 


B 
33 

a 

- 

V 

o 
^> 

- 

— 
■d 
3 
-1 


G 

K 

o 

CO 

CO . 

£ 03 
0J p, 

73 S 

GJ O 

PQO 

O co 
"^ 0) 

+^ — 

Cu O 
"Sffl 
« ? 

.2 S 
£P3 
^^ 


CO 

PQ 

CO 

^1 

B 
O 
■d 

B 
CO 

3 
o 

>> 

CO 


a 

si 

~ 

o 

J 

CO 

- 
c 

B 

CO 

!- 
1- 

03 


CO 

IS 
pq 

J3 fi 

|l 

^^ 

«e 

ox; 
^> o 

a>pq 
Ha 

CO 00 

B £ 
O 03 

It* 

CO k_ 

C3X 


CO 

P5 

CO 
CO 

b~ 

si 

1 ft 

M S 

M o 

5° 

-gl 

O-G 
t. +^ 
-w o 
CO fc- 

X3« 

is 
is 

1^ 


■+3 

S 

CO 

> 

ca 

CO 

zZ 

03 
03 

s 

© 

1 

CO 


>> 

a 

03 

a 
- 

J 

1. 

CO 

- 



3 


4 

CO 

cS ^ 
co B 
.2 =3 
o1 Q 

?3 

II 

u$ 
- 

CO •- 

3cq 

B 

co B 
> 9 
c3 r 
co 03 

t£ 

~. >. 
XX 

3~ 
ShI 


+3 O 

P-d 

■ h J 3 

tq°x = 

~ g P CO 
to --a" 
B* d >i 

:3 C-d 
°"3 >> 

cOmX^A 
B _ 

II 1 

co- m^ 

-2 §5 CO 
^is£ c3 

s^ as 

S3 oX a 

x ."t: to n 




PC 




Z 




< 




C 




OS 




< 




pq 




o 




p 




w 




< 




Opq<< 








-d 




































































'tn' 




























« 
















cu 
o 




3" 




1 
o 




CO 

a 
o 




§- 




'R 




^ 








CO 

0, 
















a 




a 




a 




a 




a 




§ 




_5 









p 
















>. 




>, 




>> 




>. 








X 






















(X) 

































P 


t 


a 




% 




t 


, 


ft 




'3 




'3 




"C 




'$ 




■3 




- 




M 
















c 




o 
































c 


, 


>. 








C 








CO 












o 




CO 




CO 




CO 


EC 


> 






















3 




3 




3 












3 


Eh 








c 




> 




>1 




a 




B 




B 




fl 




B 




s 




B 


a 


































CO 




CO 




CO 




c 


s 


*t 




















> 




> 




> 




> 




> 








> 


« 






01 
















c3 




03 




c3 




si 




03 




C3 




c3 


En 


c 




3 




c 




a 




41 




■ZZ 




_= 




X! 




43 




X 




X 




X 


X 






































HJ 








p 
















c3 
































G 




















03 




- 




03 




c3 




03 




03 




03 




> 




OS 




> 












o 




CO 




Co 




CO 








CO 




CO 




G 


















& 




E* 




pi 




s 




V* 
















CO 

3 
X 


>> 














B 




B 




B 









G 




a 




B 




i 




3 


j 








3 
— 




O 




g 




O 

£ 




o 

s 




O 

| 









O. 
B 




c 




£ 


o 










6 




£ 




s 




6. 




5 




a 




g 




£ 



























o 




o 




o 



















"c 


I 


"o 


"c 








~z 




O 




O 




O 




O 




O 









O 


1 


C 


) 


O 




C 




C 




o 




+- 




H— 




•i— 




■4— 




■>- 




•i— 




-)- 









Public Works Department. 



363 



_ H oo «-i 



2 s 



« b 



—. ^ C5 



*N — i — i 



.5 O 3 



o a -S 



P ''- 



5B» • 

Ut * .a 



>> 



3^3" 



S ft 



M< -S'' 



M»l -SS ft 



ca c 



■5 A >> 



■3 a' 


+>,fi 


03 


oO 








1° 


o o 

©pq 


SJ? 


■S.2 




Ng 


^ p. 






o £ 


fci 










So 


-§£ 


go 

5 « 








P o 




f"3 


S — 






= =3 


"m 3 


rs ? 


<? 


a 




£ 




•go 


M^ 




a-c 




O m 


^~* 




PQ-° 


m-^ 


5 d 


■e* 








3^ 


pj 


* = 


?3 o 


Z . 



■-is T,i-i 4s«s 



03 ,2 


03 03 


a S 

03^ 




-.D 


.a-d 


-2 E 


"H'c3 


"S * 


-a J 


> g 








O tH 




S * 


oc 


pq 


M 



>> 




•a a 


°o 






Utf 


*" 


- 
- 


o o 
£0 


.9 >> 

— — 


do 








u 


C BS 


"c; — 


•5 F 5 




















03 0) 


a a 


g 


£U 


"5 


~o 






o3X 


c 


> 


Oja 


c o 


°"3 




— '8 


5 § 

?. a 
p j? 


§a 
o ^ 


o 

Q 


+3^, 


ta 3 


.fl 




O Q 












43 


"Exs 


= g 


c'3 


— 

"3 


<D 03 

51 


a^3 
s.a 


03 



S& H 



< i 

•«.2 si 
■P . o 

^ d O 
OO o.- 



".I 



"3 § a 
o 5.2 



K 5 



— o 



5;^; 

^ 



o x; 



a o 
ffiO 

O N 

-f^ a; 

o a 

£ 6 

+J t-. 

r. 4. 















































a 


a 


a 


a 


a 


o 






a 






o 


o 


o 


o 


o 


o 


o 




































-a 
























t* 














tn 


M 


M 


M 




to 






































CQ 










cq 


m 


P3 


pq 


pa 


pq 


pq 


pq 




" 


' 


' 


~-^ 


■ — 






■ v -' 




c 








364 



City Document No. 26. 






!*tJ 



■3 c£ 



CN CN t-i 



o 



c/) 

Ml 

c 
'> 

E 



•— i "^ 



is 





« . 


ISO 


fl 


t3 >i 






a h 


4h gj 


3 
C 


M 03 

n R 


2S 








<u,9 






T30 


£?>v 


<H tU 


C B 


to S 


^r^ 


O ft 


o3 > 


"co c3 


sfi 


oPh 


-u 1 - 1 


2o 


^ +3 


O . 


c3 M 


03^ 




-B 




flj3 


IjPh 


b<! 


w ft 
■41 03 


gja 


-B W 


:2-§ 


b a 






f >> 




b<< 


S^ 


3* 


U 


£ 


w 



3>, 
.9 o 



c:Pm 



£ ^^ Ph 



« § 






D a 



^3-2 






""'3 



"m 




. a 


CD 


V 






CD K 
CD O 

£0 

00 B 
>> o 

P 






B 

o 

+3 

M 



IS 

o3 


B £ 


B 

m o 
B-^3 

S 03 


S 
O 
+^ 

5 

01 


£ 


-Sh 


< 9, 


* 




£ 


-M ^ 






< 


<! 


< 


< 



og 

50 



CD OJ'C 

* S3 

■*-< m PW 

cd >>, S±? 

^ '3 

"Iff 



u g >> 

+3 B 53 

co ^ a 

o oO 

O >, <N co 

■s S °» 

o g -J 



M 



M-O 



-S cS CD 03 
P 1 CO 



ft 

g ° 

co v -' 
+a SO 

<d a 

-*>"3 
£ ft 
■§43 

Ij 

ot: 

x« 

■S'3 

eSp--. 



J J3 

■g I 

co a 

fl ^ 
3 fl 



■^ 2 

03 « 
O CD 

^R 

03 <1 



; : >> ; ■ ; 

: : 3 •" : 



o u 



u u u o u 



Public Works Department. 



365 



CO 


CO 


co 


>* 


tH 


CD 


r^ 


t~ 


CO 


OS 


to 


00 


t~ 


CO 


t^ 


OS 


































03 


OS 


- 


os 


os 


00 


OS. 


OS 


os 


OS 


os 


OS 


OS 


OS 


OS 


00 



IH T-l l- 



eq ih tH 



a s 



.2 


3 


o 


o 


o< 


+= 




u 




'e? 




c 












y. 






Is 


« 


o 

J3 


J3g 


O o3 


PQ 




S 




X 


o 


3 


§ 


3 ft 


>* 








a 




o 




*fi 


%n 






CO 








T3 

03 


<" S 

•" ft 


_,, o 

"So 


+3 M 


"3 
i-l 




d 

CO 

> 




03 
CO 

03 


<3 o 




to B 

CO o 


03 .5 


00£ 






a 




*o 


si 


ct 


i-l o3 


CO ft 


ft 








^h 




o M 

+3 CD 
00 ,C 


oPh 




CJ 


>. 


ft 

03 
C 


o 


to 


t, o 


co ja 

£ ft 


t^ 


,M 




o 


03 

ft 


E« 


03 f-. 
3 cu 


™« 


z< 




CO 




s 


y 




.2 a 
r3. *-< 

fe 03 


£•5 

72 o 

° a 
O 8 


3 g 
O b 

OS 
^3 >> 


u u 
3 o 

o« 


a 
eft 




do 

o| 

o3 3 


CO >i 

S o3 
ft 

coS 
00 o 

So 


5-° 




*.° 


•*■" 


S"3 






tH 


*- 


o^ 


3:2 


OT3 


OT3 
w 'o3 


mt-J 


as 

3 




CO o 


£.S 


OS 

as 


CO h- 3 
CO 


OS 


0) . 
00 J3 


2 

> 
S3 




o 

o 


u 
'3 




S" 3 


M 03 


osr: 




2 a 

03 


S 






s 
O 


go 

S"o3 

o a 


03 03 


03 • 

h 03 


=3 U 

03 03 


03 03 


g o3 

22 


= 

d 
3 


>> 
a 
-. 
ft 


CO 


^fi 


J=J5 
-^ ft 

3 " 

O 03 


*fl 


Jfl 


* « 


- 


a> 


— 


en ° 




s ° 




3 


o 






o s 


03 <d 


^ 


^ 


£ H 


J 


■* 


Hi 


^o 

< 



iJ o 



J3 03 03 



« O 



OS 



< 


3 


CO 


»8 


H 


§ 


a t» 






3. o 


-i 




■S 03 


-i 






o 




P5 S 
. o 

So 


2 

2 


CO 


> t 






o g 
















O 03 


PQ 


Ol 


<1 



^ft 

■s.a 

*"" o3 
Wpu, 

oj 

*" 03 
K ft 



CO <~ 







«J3 






^t3 


"K 






CO 




">J 






J 


g 






^ 


>, 


3 o3 
43 







*3 p^ 


























^ 







































































C 

c 


" '• & 






■z 


% : F 


1 S, 








^^ : 




c 


s 






■C Sr 




c 


u c X 




c 


p 




>> 



2 tf 



P "? 



w w 



366 



City Document No. 26. 



u 



c 
c 

E 

« 
c 

E 



t/3 







(N°(N 


<NCN 












o 




















CNICN 


CNCM 












CN 














>> 


OiOl 


03 05 












o> 














o3.g 


.-t ^h 


i— 1 .-H 












1-1 














aooo 


ooco" 












co" 














i- a 


















CN 














3 « 
































O w 


oo 


CJ o 

oo 












> 

o 
|2i 














t -_ ; 


r-t^ 


l>t^ 


CO 


CO o 


lO 


CO 


CD 




CO 




CN 


cj-O 






o 








O 













050 


03C5 


03 


o> cs 


o 


C5 


Ol 




r. 


OS 


OJ 
































rt -2« 

Oj 03^= 


coa 




coco 


o 


■* O 


CD 


o 


CD 




t- 


t^ 


CD 


■* 




■* 


lO 




^ ■ tO 


O 


CO 






OS 




t^ 








00 




CO 


t> 








co 




l> 


















rt " 














x-w 








^^ 




















— 


-^ 














■* 




CO 


■* 


co ■ 


C5 


CO 










CC 


CD 


M<B 








C3 




t- 


CO 














00 


gfe 








CM 




•O 


lO 












•H 


CO 


i—.S 


,—— 




























. 


























; -,3 


T3 


M 


bO 




T) 


T3 


Pa 














1 




■ '3 

: i-i 


'3 


C 
oj 


3 
'> 

03 




O 


03 
> 


X 














"3 










PM 


Ph 




'3 


OJ 


cc 
















j 


? ^i 


^J 








P3 


s 


" 




03 
|> 

<a p 

O tf 


C 
C 

c 

1 


•a > 
S 3 


>) 

3 
o3 

a 

a 

o 

o 

OJ 

,d 

8 

PQ 


s 

> 

o 

P 

o 




p 

£ 

I 

i 


3 O 

\ s 


03 
c3 

H 


Pi 
o 

tn 
o 

pq 
>> 

"2 

'c3 


"3 

a 

M 

CJ 
-P 

3 
PQ 


O 

+^ 
cj 

03 ^ 

Ph 03 


3 
O 

O 

pq 
>, 

'3 

nq 


3 
"3 
pq 

cj 
3 
3 




^ a _ 

ffl oF 

SO 05 


ma £ 

«0 oj 


■3 

3 
O 





J 


OJ 
OJ 

en 


O 

3 


'3 


o ^ 
^3 cj 


JS 


s 

3 
O 

M 


-^ 




^ CJ . 


OJ 


^ 


a 


-3 

03 
J* 


T3 
o 
o 


"3 


03 


.s 


T3 CM 




CO 3 


c 
2 


O oj 


O 


is 

OJ 

3. 


-3 

n 

at 

03 


°3 '3 

3>i 

CJ 


03 



i3 
3 




.3 fi M 


Us 


c 
c 


*o ft 


■^ pi 

^> c3 

CJ ft 

^ B 


S 


■d 


CJ 




OS CJ 
h 2 IB 


-fj 0J 

^ h 

° 5 to 

rj " L 
0J -U 

» >i 3 


go 

-+J to 


a 




cj 
3 


o3 
[3 




3 







55 


s 


•2.2 




3 




^ 


*o 


^ 




3'3 o 


^-J3 M 




o 




iO"o 


m 


03 




-iS c3 


O 






o =5 o 


opq 

o _ 


-t- 




o ? 


2"§ 


CJ 


oj 

3 
3 




3 >> 

* 
•g ft 

3 a 


5 

3 . 




$^2 

3-3 -^ 


^2 

03 .-^ 


£ 


h 




3 ° 


°i-5 


3 


0J 
03 




CJ 

s 


•*H ^ 






•+J CJ 


^ 


c 


> 
1 " 


"ol 


°£ 


o >. 


!* 


- 


.3(3 


^ 

-3 ° 




ci-3~ 




>1 

- 

oi 




a 
c 
t 
c 

c 


+3 


"m™ 




a 


-0 


d.tJ >> 


■sP 




o a t< 

to to oj 

*, cs g 

? (0 OJ 

-as 
3<im 


O R -t, 

to g to 


c 
p 




c\ 


a 

-t- 
< 


o 
- 


oj 03 

^CJ^ 
CD 


•ffi » 

ffl a 


3 03 

3 ft 

oS 


> o 037; c3" 

Jj, * 3 O — 

^J „, O >- 03 
T3 OJ ,Y +3 ^^ 
■g SO OjPh 

pqS § 


3 
O to 

-*> a 

CO 


































































t 




s- 
























"p 










CJ 


a 






CJ 


















c 






a 




C 






a 
























o 


o 


c 

























































a 


c 




3 


ft 




c: 








to 

H 


1? 


"c 








-= 


ffl 




JO 


>> 


>> 


> 






>. 


o 


c 




= 




p 




d 


•3 


-*J 


'£ 









DC 
CC 


o 

m 

-3 

"3 


c 

pq 

-3 
+- 




X 

o 

- 




P 


c 
a 

a 




^ 


o 

0J 


0J 


c 

0J 

— 






c^ 

CO 




o 


o 
2 




CJ 
OJ 




OJ 


a 




"£ 


5 


"^ 


— 






5 




















3 


3 


: 










■M 










et 








O 


o 














flj 




. 




a 




05 


a 


s 


5 






a 










































o 




-i 


c 






Fh 




















oi 




03 


03 




03 


c3 


03 


03 






o3 




p 













p 




P 


P 




P 




P 




P 




P 






R 



Public Works Department. 



367 



,_, „ rt O --1 --1 



O OJ i-i i-H 

O! o co as a> 

r-l O iH r-l iH 



•* — 1 H 



CO rH ,-H 



rt ,-4 C) 



O 

bG 
Q8.S 

g 3 

oP-< 



3 


s 


-a 


< 




,a 








■8 


u 


o 


c 


pq 


a 












C<3 

o 


: 
O 


> 


>> 

3 



« S 5 

3»ft* 

MIS 2 2 

act: - « 



Pm 



OJ f- 

U o 

o ^ n 3 

a e apq 

'G'3 






c3 & ■r'3 ft 



C3 cj 

a .a . 
- - 3 



C lCC 

co<PPH 



m a 



9 <> ..*fl --5 



aU 



fS.S OJ' 



4) ■" 



C- ™ C/ 



a o 
oO 



£ * 

££ 



£0 
-3 >» 



oj o 

!2o 



^PQ 
"O - 

a c 

CO K. 

O.Q 
Zt3 



PuS 



5 z 



5?5 



"3* 

03 >. 






oj >> 



¥Sj5 

u > & 

2; So; 



«j-a 
3 5 



a;.— 
3-a 



.a PS 



== 2 
a c 
o g 



_c o <- a 

>-3lJ £ f. 

a °0 
cag £ 

£0* 



2 *- g-d" 

*j Sea -*> t- - 

O - 3 Qj O 

1) pi OJ, 

^ s « 



ft 1-1 



OcS 



3 JS °P3 t 3 






i* 5 



: ca a 



^m 
■g a 

>> 

P C3 

■" si 

o_a 
c-i a 

3< 

"i s 

a« 
-a'3 



0*3 



o a "£-« 



a c 



is o 



c a 

- 0) 

■^PQ 
^ >> 



W 8 




C P 



c o a 



368 



City Document No. 26. 



a p 



> > 
o o 

£2; 



rH ^ rt O 



O T-i l-l 






3 

C 
o 
U 



x 

o 
o 

£ 

Ml 
C 

*> 
CS 

E 



t/5 



S ^ 



a -§ 



o a § 



3 "O 



^ J] 



rs — 



We 

O D. 



5 


o 

CD >> 

" a 

^ 03 


§"2"o 
^"S o 


cd 

3 • 


O-O 

to ^3 
.9'3 


o 

a 

o 

- 






03 
^ o3 


^ 








CD 




QJ (U © 




£* 


ft 

-p 


03 ,£ 


«*-• G co 


CD 03 
•4-1 h, 


CD o 
CD t. 


o 


<! 


§<:« 


CN 


a> 



1' Pi 
03 S 

h o 



CO ft 


%S 


t3 O 




m° 


S£ 




"fl 


Ots 




+= 3 


a>( ) 








* ft 


ra.O 


-^W 


^ 






,2 >> 


i!J 



,2 (^ 



«*H 


.{5 




o 


CD 


u fl 














a ° 
O 


o 
o 

a 

03 




a 

03 

n 


3 

CO 

o 


eSpq 


8=3 


w 






Q 


O o3 


i-H 03 




03 
CD 




-S a 

co cj 

Pi 

■31 

o o 


o 

3 03 


£ CD 

ol eq 


S?£ 


CO 


6 




^rs 


o3i-) 


IC5 



+3 




03 co 


t> o3 


o 

^3 o 




S 


jy 


^m 


a« 


tl^ 


§3 


1» 


si 


o3 a 

CD CD 


Q 


Ot3 

co o 


o ^ 


.3 
p, 

1 


-5 

>> 
X! 


lO 


■u o 
in 



tf £ 



Q Q 



Public Works Department. 



369 



CS ^H i-l 1-1 





OS 


LO 


lO 




ffl 


•* 




1M 


o 


OS 


as 


lO 


as 


r~ 
































as 


os 


as 


oa 


OS 


OS 


OS 


CO 


OS 


as 


as 


as 


as 


as 


as 



Ol i-l 






H x 



— o 



Ph £ 



t. o S 

as CO 

■S ~o 



o O 


as 


( ) 








53 to 




o.S 


h 


c > 






« .-• 


%^ 


Sff 




3 tf 


c3 


ou a 



•§ E 



AiH 



£a 


as<* 






££ 




+s • 


"o d 




«H 


rW 





-w.2 



3 O 



t-3 -S 



5 -3 h3 



H -3 



a 
SB 

, o 
"SO 
£ bO 



g « 



— o 






o S ^ ~ 





a a 




o o 


o 


"SO 






6S 




«K 


8-f? 


m ° 


££ 


u 


,w 






la- 
in § 

O Pi 

~S 
1(3 



* > 

O C3 

£Ph 



2| 



H |s 



►■a 



as Z = 



o o 



■as 



5 — 


1* 

pa -3 




o 


"o"? 


X, j 




3 8 
°J2 




M X! 


>' 






OS O 

"** o 
oo £ 





































































1. c 


c 


c 


















> c 




c 


1 
c. 




c 










s. C 


£ 


c 


"c c 


> V 


U <~ 




f- 







M = = =5 3 



C fi 



Q 



370 



City Document No. 26. 



o 
O 



bfi 
C 

eS 
E 





■* 


"* 
























CM 1- 










■* 




N 


CM 
























IM CN 










(N 


>> . 


05 


05 
























03 05 








OJ 








































"S P 










































03 ~ 




























lO t^ 








Ol 


S3 a 


1-1 


CM 
























r-l i-4 










1-5 


hi 

3 
























> > 

O O 








>, 

03 




-< 
























^ 2; 








% 




OS 


a> 




10 








— 




^ 




-t 




t^ C£ 


1^ 


O 05 C! 


ai c3 








3 








c 


















OO r-< 


C5 


- 




3! 








r 




- 




OS 






|X>-1 










































a) • 










































SI'S 


o 


cm 




lO 








c 




co 




«■ 




CC 


1- 


05 


CO < 


oo 


co 




t~ 








a 








r- 






CS 








ir- 


CO 




05 




t> 












to 




t~ 














t^ 








lO 


































43-P 










































-w aj 


lO 


l> 




IN 












CN 




t> 




C 


i> 


cr 






V 


iH 


CJD a> 


lO 


-1 
















in 




V 














&. 


■H 


dfa 

i-i .s 




ICJ 




CO 
















■st 














C 










'" H 




































42 


■3 




c 







>> 

4? 




r 




3 




a 




^ c 


I 






p 


N 

a) 
-a 




15 

1-1 


P3 

a 






3 
'3 
i-q 




4- 




£ 




3 




•1 c 






pq g 

£3 Q> 






_c 




a) 


a 

z 






s 




= 




s 






X 


T 




s 




PQ 




.3 







Is 


c 






1 


d 

a> 










c 


^ 




d' 1-5 ^ 




ig 






3 


a 


is 




Q 




03 




4- 




£ 








3 
-p 


3 




'a 


-5 


s 




0; 

— 




4^» 




4^» 


3 g 

t_ 




' 


O -3 j 




s 


0) 








£ 














w 


a 








" 




-0 

0) 


pq 


> 


| 

42 

0) 


f-i 
03 

5 

r. 


**"^43 

a> a, 
43 _* 

-^ s 

bO o3 


43 




T 

E- 

-»- 

c 




,d 


O 

R 


— 



d 


>, 

03 

a 


c 
a 

c 

■+■ 

c 

a 

+. 




^ -3 ■* 
d d g 

"S -^ -d 
£ S d 
"S ^ S 

4J M ^^ 


1 A 

2 g 

pq s. 

d 4* 

a) z_ 


J 

S 
03 

i 


"1 




■5 


£ 


S 


m 


-(J 



+3 

a) 




e 


it 


c 
a) 





a 

c 


d 

53 

a 

i 



f_i 


c 




+■ 




43 ^ 


1 


3 



°s 5 

« s 

.a 2 

tffl 




,+a 
tt) 
<B 

a 


-q 

^' 




"o 

— 





"1 

CD 


■d 

-p 
ai 


>> 

03 

a 

a 


> 

c 
-t- 

4- 
1 

a 

*- 

C 
c 


03 

a 

a 



If 

1 

Ph 


1- 


"8 

a> 
u 

4J 


a) 
- 
4-3 

c 

d 


OC 

c 

■+- 
c 

t- 
+■ 

c 


| 



a 

4- 


"3 a 

a * 

03 03 >, 

•2 d 

1 na 


c 

4: 


4- 

4- 

P 
C 

e 


■a 

s 

< 




0.0 


CI S^ 

-2-gS 

g «> 


5 

a> 
O 

Li 

=q 


> 
'c 


+5 

03 

-d 
a 

CD 


>, 

°-o3 
■gt-i 


.Spq 

■Sb 

03 g 

■3£ 


4- 
P 
c 

a 

c- 


■s a 

s s 

W 0? c= 




d 

.2 



s 

4J 


p: 



a 

F- 


a 
> 
c 


1 

F4 

• S 0? 




c 
d g 


O 


-H 

■d 



03 
O 

2 


■p 

4-3 
03 


c 

I 


d 

03 


2-° 
d h 

03 

£1 



d 
-g 





a) ^2 
"S'ol 

^2 J 


0; 
a 

-p 
a 


■a & 

o3 a 
d a 


P? ^ 

03 cr 


d 


2 


oc 

c 

p 


a 
4= 

1 


d 

T3 o3 

n S 

03 

=3 ^O 




10 


co 




£ 













co 




o- 




CC 


< 


< 




< 


<J 








'rt 


- 








































"5 







3 








'c 




1? 










































c 















































































pq 













c 































pq 
43 


43 




pq 

43 








PC 




pq 




*L 

a 

c 
c 




l 


"Z 












CC 




3 












HJ 




















cc 




"3 





CO 




"3 










c 




O 




1 


c 
c 


, | 






*> 

L 


■ I 


a> 

43 


H 


CO 






DC 








•/. 




CO 






x 








c 


O 


M 




a? 




















c 


. 


z 


< c 


j 




4: 


g 


H 




S 




-M 












4J 












X 




Y 




' R 


CO 




d 




a> 








a. 




a> 








> 


1 c 


c 




C 






£ 


03 




a) 








a 




u 










p 


pj 




£ 










































a 


































4- 




+= 




01 




(-1 


tH 




h 












h 








a 




a 




s 











a) 




a> 








a 




a> 








a 


a 




a 








4J 


-h 
















4J 
















fH 


til 


en 




Q 


0) 




<8 








a 




a> 




4! 




-C 


4- 


a 




-*- 


C 


t4 




43 


43 




J 








X 




43 
















a 
> 


"a 


a 

03 




£ 






o 


















& 




a 




> 




& 







O 













c 









3 




c 





c 




c 


c 






p 




R 




P 








p 




P 




P 




P 


P 


p 




R 


P 


R 





Public Works Department. 



371 



OS. OJ 

£ o 



(M 




CJ 


oo 


OS 




CO 


m 


o 


Os 


t- 


lO 


lO 


t~ 


oo 
































c. 


03 


os 


OS 


OS 


OS 


os 


OS 


OS 


OS 


OS 


OS 


OS 


OS 


OS 




s >> 



03 =? 



m C 


^ 


C ca 


2 £■ 


a 


o 


OT3 














SfO 




C 03 

2S 




+3 



s^ 



^"3 j2 





bit >> 




a a 






£ ° 


•a §, 


yP3 


03 g 


a>> 


fe o 



cs 

02 


£ 


-5-- 


0) 

3 


& >> 

OS t* 
_, 03 


F 


a 


rtPQ 


c-s 


0) 

> 

03 


-2^ 


£."2 

03=3 




<U c3 


as 


•*j -^ 




3 . 

^3 >> 


c £ 




$ S3 
m ft 


•f-a 


03 1-3 


*"'& 


«! 


* 


3 



°"? 


o 1> 


■g >> 


S"o 


1« 




oq^5 


W-" 


^G 


oj-d 


fi-n 


T3 03 


-^ o3 


as « 


H 


o 


IN 



as ft 



o «o 



Qg 



J3I-5 -£l-5 



b-S ^3^y 



»fO 



as o 



PS 



as cj 

£0 







a. 


a 


: 1 


*v 


% 


> 






F- 
= 







tf tf 



,3 -O ,fl 



^ ^ s 



372 



City Document No. 26. 



3 

.g 

o 
O 



o 
o 

E 
C/3 
Ed 

u 
c 

"> 
Ed 

C 



c/) 





•& 








CM 




(N 










-t 




















CN 










CN 




CN 










CN 


















>> . 


OB 








OS 




OS 










OS 
















b s 


' H 








i— 1 




^ 














-0 








T3 




o3.« 


■* 








oo" 




00 














j 








J3 
















1—1 




I— < 














.2 








2 




ft 








■g 




-*3 

ts 










as 
B 

3 
i-s 


B 
CB 
B 








B 
cE 
B 






CO 








O 




o 










P 








P 






















^~- 




























fh • 


O CO 


CN 


t^ 




I>1> 


CO 


■* 


OB 


OS 


i> 


10 




OB 


,_, 


03 "0 


t-H OS 


OS 








o 


o 










O 








»'3 


OS 00 


oo 


OS 




- ff 


OB 


OS 


OS 


OB 


OB t 




OS 


OS 


*»S 
















































t- t- 


CN 


oo 




cc OC 


r^ 


o 


oo 


CO 


If 


t^ 






O 


CO r- 




OS 


>o 




oo 


CO 


o 


■* 


CN 


■^ 






CO 


10 




o 


CO 














lO 


Cs 














SO 


■* 




N 














rt " 






o" 












Cs" 


rt ~ 




















-~- 




























CN CO 


CO 


W 




•* 


_! 


,_( 






O 


CS 


■* 







CO 


bo as 


i-l OS 


o 






CN 






o- 












t^ 


CN 


g fe 




CO 












CO 


CO 


r-_ 














Ttl 


hJ.S 




























CN 














CN 








>> 


_jj 










i 


>> 


>, 


B 




>, 




K 


>> 






X! 


"3 


"3 








^3 


-D 


as 

Fh 




A 






-O 




c 

e 


"2 

■' '3 


A 

a 

03 


ft 
A 

03 






> 


S 


"2 

'3 


"3 
■3 

i-q 


03 




'3 




B 


i-s 


"S 
'3 




+. 




03 
T3 


CO 

a 

o 

>> 






c 

r 
C 


- is 


-*j 


c 




42 


4- 


.S 




Si 


^i 




c 

c 


-3 

A 

c3 


'3 

*Fh 






E 
C 
C 
t 


3 


"3 
ft 

03 


'x. 
"3 


13 
'3 

i-q 


a 

F- 

c 


J3 
B 




-3 
■3 

Hi 





73 




— 
+. 
c 


,** 




^J 




03 


o 


03 


PC 








-3 


03 




^~ 





F* 

as 

B 




f- 
PC 

e 


£ 


CO 
OB 


-a 

03 
O 


03 C 


c 

PC 


k? 


"3 

is 


c 
c 




^2 


C 
3 
F- 

a 


as 
as 




O 

3 




c 


c 




73 


PC 




O 03 
PQ B a 


CO >> 

o B 
"ft 

TO 

o-S 

PQ £ 
^PQ 

o 


H 


-1- 




g 


pq is 




T3 





S 


1 

3 


> 
X 
t: 

c 

c 
IE 

PC 

f 

a 

b 

— 

- 
E 
a 

c 


| 

+. 
p 
c 

i 

c 

HH 
a 

. ! 

■t 

i 


b 

3 
03 

a 
5 

c 

% 

-ft 

a 



+^ 
o 
PQ 


H S 
03 

s s 

O bO 

•*» a 

OS 03 
OBO. 
Fh 1 ^ 

° p. 

"°< 

PQ Fh 

as 

•s-e 

« 03 

■5m 
§1? 

hj73 


1 

o 

>>£ 

03 B 

it 
O O 

hQ 
ffl m 

GO QJ 

'_ — 

^£ 
•3« 
*?3 

03 [_, 

■gT3 
,os'3 


•*- *> > 

•*-' j3 bi 
o <s C 

OftlH 

^ co a 

PQ ^ g 

m B » 


•p 

^° 

^ M 

O B 
*'? 
-P 03 

aspL, 

«"3 

g^ 

> h 

C0^ 
Fh 

Spq 


i-q 

."3 
-p 

as 


-^ z? 

as B 
as 03 

is ft 
-Sg 

So 

as £ 
— as 
oj3 

O O 

o« 

.IS 

_^ CO 

Sp 1 


03 
73 

03 
as 
03 
g, 

O 
J* 3 

s 

<^ . 

^ B 

co o3 

ft 

S| 

blO 

B m 

IS 53 

03-3 

^£ 

^PQ 


£1 V 

3 S 

*o3 .B 

F-5 g 

O 

as C4-1 

r2 ° 

T3 co . • 

as >. 
O 31 
te -K «3 

> S ft 

a ^s 

P^ ^O 

O ^ 

■^ Fh 

-P u OB 

0) OS+f 
t-, 4j O 

to W p2 
1 -SI 


as 
S 

£ 

as 

Fh 

+i 

Cm 

O 

03 

as 
as 

Fh 

M 

as 

co B 

-S'3 
So* 


T3 
03 
O 

3 
bO 

03 

5 

'o 

HJ 

as 

& 

as 

•S >. 

Sis 
° 

+= GO 

a» « 

£S 

COh-5 




< 


7 




IT 




ir 




& 


<x. 


CN 




^ 




^ 




< 




<: 


Q 




£ 


Pm 






















































































■ '5' 




B 


'b 


. 




























p 








a 
C 




CO 




O 

































c 








3 







O 





00 


c 


a 

- i 

Fh 

c 


i 
< 


p 

c 








c: 




3 
C 




3 

c 




c 
PC 

_= 




3 

C 

_b 




Fh 

> 

"a 


PQ 

J3 

B 
O 
CO 




PQ 

hB 
+J 

B 
O 
CO 


PQ 

-B 
H^ 

3 
O 

JO 


W 


rC 



























CO 




T 














PS 


_b 


> 




c 




c 




c 




c 




c 






pc 




a 


-p 




HH> 




H 


'E 






PQ 




pq 




pq 




pq 




pq 












as 






as 


CO 


C2 


^ 




-a 

3 




— 

3 




-3 

3 




_3 

3 




-3 

3 




> 

03 

■3 
C 




a 
as 




4^ 


Fh 




Fh 


Fh 




a 


a 




O 




O 




O 




O 















C 
as 

c 


-B 




hB 


hB 




F; 


~ 




CO 




CO 




CO 




X 




X 






B 




B 




3 


3 






h= 












-fj 




-p 








Fh 




(H 







O 




O 


O 




^a 




as 

01 




OS 




01 

as 




as 
as 




as 
as 




CC 




3 
43 




C 


fsn 




CSH 


Pm 




■g 


_t> 




Fh 

HP 




^ 




F; 




h 




+• 




Id 






■g 


HJ 




"CO 


"m 




3 


'£ 
























d 




d 




03 


03 




03 


CO 




Q 


2 




w 




w 




W 






w 




H 




H 




K 




« 


W 




W 


W 



Public Works Department. 



373 



r-l £> ,H 



— 1 — 1 05 




£ < 



si ^X 



a 4 



pm'8 








>> 


b 


- 




01 

— 




Q 


is 


V 




s 


c 


id 



3 a 



£0 



«« 






A <S 



q>hJ J2 m 



SE 
■g a 

C3 ^ 



n 




H 






— 




T3 




«i 


ml 








. c3 


- 




99 




•*£ 






C 




c-a 






x ~"' 






P1 




o 




PS^ 












~ 




§ 






3 
ffl 




s 




m^ 










■SSo 


- 


a 
& 


aj 


>> 

c 

C5 






n 




u 


2^^ 




r 




ti 


M O 


M 


-o 


J 


■co 


"S^s" S 












X 




,£) 




*>i| 


a 


01 















4) &0 


u 


o 


u 


- 


^ 


=q 


^ 


3 


%z£ 


< 




< 




o 



* 



£0.2" 



•p fl «< -5 V 



O W 



-c _ _^ 



rS O 



H W H H 






H K 



374 



City Document No. 26. 



rH T-l l-t OS 



gg-s 



m eo i-h 



S3 

.s 

e 
o 



a* 

> 

C 



5 -s 8- 



°a 

-P o 

So 



C/5 

c3 
Ml 

C 



Eh "3 



MO fc 



-8fl 
03 



5 el 
E3 a 
"■3 
c 



=3H 






■S"3 



°ft £ 



O £ 






S ft 

sa 



a o 
+.0 



°o 

01 >> 

S3 

> 03 

C31-1 



S ° 

a ° 
a ■$. 



a g « 

gO a, 

3 N *f 

« 3 -8 

■spq 



3 -a 



as- 

O 03 
M 



a <J 



C3 
O 


-fa 

01 






o 

-p 



(-1 

a 


01 
01 


9 >> 

£=3 










a 


03 

01 


o J? 


£a 


01 

M o 


w 
t 

o 

4» 


M 03 




fl ft 

4-= 


01 4J 

•p'oJ 

01 rl 

•2 ft 

^H CD 

00 03 

co 


w 


<! 


-aj 
















■C Q 

PQ w 



W W 



H WW 



Public Works Department. 



375 



> > 

o o 



> > 
o o 



M CO N 
N M « 



2 P 



CDtO 


CO CO 


■* 


Ttl 


on 


on 


to 


co 


OJ 


OS 


co 


t~ 


OJ 03 




■* 
















o 
















05 


cnro 


03 


OS 


- 


CS 


Ci 


o> 


oa 


OJ 


OS 


oo 


csra 


oa 


OS 



m cm co 






t»o 


s 




1-3 


0> c3CQ 


+, Sm 








10 O !h 


8 f g 

<°o § 


B 

o 




xl 


■2^ 


43 




;d 


■2^£ 


1 




w 


P£-* 


S2^ 


O 




. 


«'cS 


QM'S 






CO 


+> ci-1 


•~c-i 






t-4 


*3 0> 


O o 




























£ c3 2 
»[£-£• 


s|| 


CO 




_fl 


S >>"3 




OQ 


+3 




oX to 


v ,n tfl 


C 






OS'S S 
P M ^ 


o cj o 
CD ^ o 


OrQ 

•2 • 
Q5 


o 

0) 




















%aZ 


C P. s- 




X 


a 


■S^fi 


g S to 


01 




73 




01 


03 

k1 


£ 


2<« 








Q<;m 


CO 




B 



f? rf 



M 


3 


"3 


- 

a 




o 




U 


£ 


M 










01 


> 






l * H 


Xl 






CO 







— 



Bg 
SsO 



OX! 



QJ *-, 



SP £ 



^> o 

■So 



Jo 






Q S 



«-, a 

O 03 
3 O 

so 



&! 

cO 

o 



CB.H 



°-2 
IP 



CJ QQ 




"S 03 


is« 


wg 


•2x1 


01 >> 

>>x 


CO o3 


£ * 


rt « 


GT3 


■S^ 


3 c3 


a >>>> 




J3 1-1 

o 


03-a-tf 








C oS CS 




oTs 

4= XI 




s ft 




o -is 








£ 03 


axVJ3 


he o 


+>-* 


s.-y.-S 




B"33 


a >> 






C3X 



oo <:nn B 



9, os 



fc 


a 


a 


a 


' 1 


u 





p s 



(D f-H f-2i r^t 



w w m w 



376 



City Document No. 26. 



o 



o 
o 

E 

be 
C 
"> 

r 





■* 




-» 




_• 
















c 








-B 














CN 




~) 




CI 
















^1 








CI 










-p co 


OS 




os 




a 
















OS 








OS 




















































o3. a 


■* 




-*" 




si 
















OS 








■* 










s & 


CN 




CN 




C) 
















CN 


















OH 


CD 

3 
3 

1-3 




03 

P 
3 
1-3 




> 

O 
















> 
03 








03 

c 

Hj 












as 




OS 




CO 






■>* 


■* 


OS 


10 




US 




CO 




OS 




-* 


OS 


OS 


o3"0 




















c 


OS 


















O 





^'S 


3! 




cs 




- 






5 


O) 


os 


00 




r: 




OS 




OS 




02 


OS 


OS 


><h1 












































. CO ■ 

£ 3 ^ 


<N 




oo 




o 






CO 


<35 


OS 







co 




co 




I~ 




CO 


CN 


CO 


CD 




o 




re 

















3S 




CN 




CD 




n 




CO 






r^ 




t- 












CO 




OS 








CN 








Tt<_ 






CN 




















^ 
















CN 


X^ 

-fi, <" 


m 




~3 




S 






co 


(N 


<N 


10 




^ 




IC5 




O 




CO 


co 


■>* 


to a 






IQ 




o 
















a 








cc 








CO 


Cft 






lO 




CN 












Tj< 




— 
















CD 














































> 
X 

~ 

Hi 




. 




a 

o 
O 

c 


s 








is 


a 




~z 




> 




> 






ta 


2 






5 

P 

> 




03 

Fh 

3 




i> 

-p 

Fh 

03 


> 
O 


1 

•Ph 




-p 

c 
CQ 
> 

'3 
1-1 




'3 




X! 

T 

'3 

H 




X! 

'3 

H 




■ S 
• "> 

-& Ph 

Fh 


p 

a 

CD 

> 

03 




c: 
-P 

"5 




p> 3 
0) ft 

a o 


p 

-P 

03 


"3 




o 

p 


c 


< 




"3 

p. 

03 
T3 


13 




0! 

X 




03 

— 



5 1 








o 


o 


03 


'3 




i 








03 




"3 








1 

a 

> 

X 

'S 

H 




03 




2 




3 
o 


M 
0) 

X 


X 


Hi 




03 

1-3 

> 


J2 


O 

u 


"3 




— 

^5 




5 




£ 

cc 

T 





X 

3 


CO 

C3 




-p 




O 


-p 
O 


t 
o 

a 
o 


CO 




"C 


T 


PQ 


a 


H 




^ 






03 




PQ 






S 

•P 




Jpq 

"- 1 3 


03 




'3 

H 


"5 

Hi 


cS 











F; 




^3 





>> 




R 
C 




CD 


Fh 


-p 

03 


a 

03 




■ 


C 


T 







F; 




E) 




13 






T 


Fh 

Fh 
IK'S 

O CD 




> 




-s 


03 


3t3 
3 03 
03 C3 




IE 


13 
4; 


'5 
h! 


2 




T 




e 




"3 




— 




Hi 




O 




X 




> 


03 






"3 








d 




">i 










3 


PQ 
c 




US 

o_. 


S3 

X 

■p 


S 




s 


5 




5 




> 

3 





pq 

'"c 


H 




p: 






J 




X 

■p 

c 
B 

-p 


a 

c3 


o 
-p 

a 

+: 


03 

h! 

'a? 


"3 

c 
o 
£ 


3 
pq 




(1) 


a 

03 

^3 


03 

"3 ■§ 
03 ' 

TS 03 




c 

03 

= 

03 




H 
03 


-p 

03 
03 

CO >, 
>1 o3 


a 

c 

cr 


-a a >' n 




a 


P. 

3 
o 


3. 

C 


03 

s 


E 
o 
C 




o t, Fh 



c 

03 




03 


6 

"3 

03 
O 

a 
+3 

F-> 
eg 

X! 


-P 

a. 



t 

O 


Fh 

X 


p. 
3 



J3 *£ 

O ^ 


c3 03 




5 ™ 

-P 03 

-P X 

*n 

3 0) 

O M 

■S3 
PQ 


-3 is 
S. <* 

PQ « 

c x 

o) 43 


"8 

0! 

c 

-p 

03 

03 

-P 

X 

r 
o 
•/- 


^& 

S 03 
> & 

03 a 

O 

■5 ° 

^ H- 

Spq 


o 

3 

c 

03 

-r 

+3 

3 
O 
X 





s 

"o 

03 

^r 
XI 
5 




Fh 

cr 

C 
O 
c 
03 
03 

PQ 
< 


«i 

is a 

0) 
O "S m 


B 

03 

s 

C 

-p 

CI 

03 

a 
a 


10U 
£ 

-P 03 

•pPQ 

;- 03 
t. 

"So o3 

PQ 


03 

-p 
C 


a 

co 


O 

03 

— 

PI 
03 
Fh 

03 


c 

% 

a 

X 
t 
cc 

ft 



9- 

c 


S 

a 

P5 

+3 

< 


O 

^PH 

• $% 

• h^13 
C O 

O ""ft 














































































F- 








F- 
































- 




0. 




0. 










>> 


to 
H 


a 
p 
c 

F- 


4 


F- 
a 
p 
c 


1 


c 

c 


• 




0. 

; 
c 


1 | 

F- 


F- 

a 

- C 
c 


k 1 


1 


a 




P 

c 

F- 
P 


1 


p 
c 

F- 
P 


H 
1 




- P 
c 

F- 
1. P 


feV 

3 


H 


P 


4 


P 


1 


p 


■ 




C 


L, C 


\ C 


1 > 




c 




> 




> 




> 


1 > 


1 « 




> 




> 




> 






> 


• -£ 


1 > 




c 
C 




't 




'c 




't 


*C 


CC 












































"c 














c 


c 


c 


'c 








-p 




■p 

a 




H- 





03 
03 


















-P 










a 




















a 








a 

c 






a 
a 


a 


a 






J 




F 




F; 




F- 


F 


to 








f 










t; 


■- 


F- 















D 








A3 






























































a 


ac 


+ 




c 








T 




— 


T 


3 












































F- 




F- 




f- 






F- 


J- 


F- 






0: 




"a 











'a 







| 
















a 









> 




cr 




CC 
F. 




CC 

F- 


cc 

F- 


£ 




► 








X 










X 


- 




03 




'3 




'S 




- 


'5 


03 




ft 




ft 




ft 






u 


B 


B 


I* 




fe 




ft 




ft 




ft 


ft 


ft 





Public Works Department. 



377 















OS 


os 


CD 


oo 


t^. 




OS 


CS 


oo 
































OS 


OS 


35 


oo 


CI 


os 


OS 


OS 


OS 


Cs 


cs 


OS 


cs 







i-i ih r> 



<N .-I 



SB "o 



% o 

o 



3 O 



5 •£ >-• 



•ft m m 



~ "a "8 

as o c3 o 

^ — -^ s* 

03 .C a P 

.fi -fi M O 

fl §< .s 



0) K 

«►. o 

oo fQ 

°>s 



3 n ft 

> as "^ 

~ h 'o o 



bl O 

— c3 



.•a ^M 


15 


C 


*e o 


+3 o 








gm 


^^ 


<J iO 


pq 


l>. 



r^i-s 



h1 h! >> 



u « h 



«0 .9 



X. o 



•° hI m 



oS 
+> o 
SO 
& a 



uO 






as 




<! 




,Sa 




o 

Hi 

n 




H 




- 




tM £ 


!> 03 




o 




1 




CO o 

.2° 


— J 


+s> 




0/ 








£"3 
86 

ctj ^ 

I'm 

03^ 


-M 


"8 




"m 


6 


- 


as 

CS 


0J 03 

as ft 

"~ 03 
O 


-*s» 


as 
c 




- 
— 

fi 

o 

Hi 


a 
>> 


o 

as 
ft 
= 


c 



>r -i U U U JJ Q 



378 



City Document No. 26. 



g 
+= 
a 
o 
U 



C 

ttf 

E 



C/> 





tN. 


CO 


•* 








cie 


TJH 




CM 




e» 












IN 


(N 


<N 








IN(> 


C-. 






CM 




<N 










>> . 


OS 


OS 


OS 












OS 


os 


















Tf 
























a a 








































=3.13 


<N 




00 


J 






liJlT 


rH 




OS 


os 










J5 a 


1-5 


IN 

>> 

01 


B 
B 
1-5 


'3 

B 




So § 




IN 

o> 
B 

B 

1-5 


<N 

a; 
E 
B 
i-s 












o 


00 


OS 


c 




t^N 


CI IT 




1> 




f~ 


cc 


co 




■>+l 


S'S 



















c 










o 


- 






""'3 


Os 


OS 


OS 


5 


02 


- r 


O O" 




o 




OS 


en 


~. 




- 


>*& 








































s> ■ 








































111 






C 




■* 


c 


■"^ 




1- r' 


CO oc 




■< 




00 


t~ 


m 




CO 


5 








OS 


T 






c^ c 


C3 C 








IN 


CO 


CO 






t 
















■*. 




V 




05 




o_ 


CO 






<$>< 


















rH " 








V 






<N 








J3-4 
















































+j, a5 


Tt 




CT 




■* 


c 






05 


OC 


c 






os 




OS 


CO 




<N 




O 








IN 








Tt< 


IT 


o- 






i- 




CO 


IN 






E ^H 

^.9 


CC 
















os 




cs 






t>- 




lO 


CM 






















































































"2 
'3 
rJ 

A 

a 
a 


'0 

03 

B 

03 
13 

03 
O 
03 

a 


>> 

X! 
T3 

■3 

k1 

'a? 

B 

03 


> 

c 

e 


a 

OS 

a 

B 
O 
O 

B 

> .2 
| 

B 




> 

P 
0; 

C 

£ 
c 


s 1 

s 

1 

1 X p 
a 17 




"3 
a 

03 

B 
03 

1 


B 
_o 

B 

B 
o 
O 

"3 

"b 

0) 

O 


E-. CD 

0^3 

^ o 

O as 

B^ 


CO 
03 
P* 

'3 

t ci 




as 

rB 

o 




s 

c 




'a 




03 
cs 
03 

5 

"3 
a 


a 


c 
C 








t* 


"c 









>i 


Q-3 


IS 




£ 




a 




,b 


£ 
0; 

•- 

> 

3 


1 
fl 

O 


Hi 
&p 

S 1 

r 

O - 


•1 £ 

h4 a 


03 

a 

a 

c 


J-J 

'3 

B . 


J2 

"2 
'3 

rJ 


B . 
as o 

O-B 


3 
m 

OS 




B 
03 

E 
as 
3 
U 


'I 


CI 

3 

-E 
OS >L 
> « 

5 * 

b a 

£ E 

B 

SO 

6g 


r 

e 

a 
'I 

a 

£ 

a 
> 
a 


!>, 
B 
o3 

1 

O 

B 
O 



- 

a 


O 

- 

b 
as 
O 


03 

B 
03 


i 

a 

OS 

u 


a 

c 

c 

T. 
c 
c 

rs 

a 
P 


■3 
a £ 

§ i 

t 


li 

-■? 

c- 
a> 

H 

a - 


oadway. Bitulithic. 

t Sixth street to 178 l 
y Warren Brothers C 


Jb 

o 

§^ 

m B 

o.S 

bS 


'3 

u 

u 
03 

CD 
U 

o 

i 


B "* 

03 cj 
B« 
^T3 


as 

V 

S 
'o 

.B 

"3 

o 




'3 

r4 

"3 

m 




c 
c 

F 
a 

p 


5 
t-i 

In 


O 
O 


,r 
+. 

r 

a 
& 

P 
c 


OS's! 

si 

°o 
" B 


a 
a 


1 

! 


J3T3^ 
O"o3 c 
Ol-l^ 




Pt 


03 

!-l 


E 

a 
F> 

K 

X. 
~r 

a 


21 

03 

&•* 
B o 


O B 


"- B 
►-& 

go 


as 
B 
E 
as 
F> 
03 




1 


£ 




a 
t- 
a 


1? 


p 


at. 


4 




l 


§-^§a 


cjdfi 

asm g 

" a 


B 


U( 


u 
03 




l b 


c 
C 


73 
•3 

1-1 


'en ^ 

1a 


— 
a 
P& 


1 


f 


II 




03 "*- 

a c 


3 


E 

£ 
c 


J 


bO 


<D <D O 

o 


+5 

X o 
o« 


c3 




ff 




< 




H 


< 


< 


5<JFC 


pi 


S 




C 




S 


i? 




^ 




































^ 


as 
a 
o 








































B 






















a 


a 


















a 










' 








c 


c 


u _ 
















M 


>> 




o 

£5 

m 


Eh 
H 
H 
K 

m 


p 

c 

,p 


) 


"p 

c 


1 


OS 

rB 
O 

Q 


2 
p 


c 
. c 

1 > 

+■ 


t- 

- c 
c 

c 


1 


'p 
c 

c 
PC 


"p 

c 
+ 

c 

PC 




p 

c 

££ 
_h 
T 

PC 


i 




O 
« 

■4-S 

01 
kH 


*3 
as 






c 








a 


a 


'c 




c 


-1- 
P 

c 




c 






J3 

M 

B 
o 
u 
o 

B 
'3 


5 




as 




F- 

£ 

X 

c 




+ 
F- 

a 
c 




OS 
O 

OJ 




P 
a 


_P 

■ P 
e 


t 

c 

.t 

E 










> 

a 

e 

s 






o 
O 

B 
as 
n3 

Fh 
03 




CO 

as 

E 

■9 

■~* 

n 




ft 




f= 




ps 




■X 


& 


Is 






C 


c 




c 









O 




O 



Public Works Department. 



379 































,_ 


o 


<o 


m 


a> 


CO 


00 


OJ 




OS 


OS 


(N 


00 


t~ 


^ 


m 
















as 




















1 


X 


as 


~ 


09 


OS 


00 


OS 


OS 


as 


cs 


OS 


OS 


OS 


as 


o 

as 


as 




a ~z ** 



O '^2 



SB 



X 


5c 


o a 


*o 


O <u 












B°3 

> o 


73 0) 

So 


=3 C 




io a 


.2 >> 


Ts 


C)T3 


5 o 






:<-> 
3 « 




"o 


C3 g 


is 


11 






*«' 


-wJ3 


cs a 


L >> 


D to 


ca^ 


"- 03 


in ja 


w 


>o 


oo 



■fl -5 Eh 



■5 o 



3 oj 

o a 

§o 



as rj 

a. 2 






O >> ^1 



a 3 

C3 o 

go 



"Sw 


to 




o_ 


a o3 


° s 


OS >> 


^a 


3 >> 


pg^j 


S-° 


rt 3 


4=S 






S^ 


£*H 



lO | 
-^"P B 



"o 03 

o a 

ffi O 



SB 





























"£ 




























3 






























1 














fc< 






































c 


: 1 
























O 


"5 

1. c 




C 

t- 


? 

£ 


a 


c 


8 




c 
c 


c 




1 


X 


P5 



Q Q 6 



.2 .2 & 



o o a a 



o a 



380 



City Document No. 26. 



* a 



33 









CO 






OS 


00 






>n 


OS 


oo 


OS 














o 




o 


" 


o 








as 


a> 


OS 


OS 


OS 


OS 


OS 


OS 


OS 


r> 


- 


OS 


OS 





<££ 



oo o i-i 

i-H CO Tf 



00 ^H — 



<N CO 



o 



V5 

C 



O 



— o 



3 H 



>h o 

o 



-S 3 



S ft ■£ ft -r 



■a- 3? p 



>> -e 



>> o 

SO 

* S 
^ a 

°£ 
»Ph 

«s O 






W <! 



t; >> 

a a 

w a 
•8 8 

cs r! 



-^ o 

so 
to 






=8 =3 



o .- 

- — 

« 5 



■ a » to 



O P 



PQ O 





p 






o 


o 


OS 




is 


as 


o 


.a 


rt 


o 



°o 



-o >> 

■fl fl 

■fl ft 



^ ^ >> 



e 3 c 



ffl M pq 



O O 



_5 -3 O 



o o o o 



o o o o 



o o 



Public Works Department. 



381 






IM »— l r— I 



O <-i m m 



i-i >o 10 



Qs Gi Oi O 



^ O r-l ^H 



<m n a o> 10 qo 

OS ,_, ,_ ,_,,_, _, 



r-i oo o 



« o n oo 




d 






U 


0} 


c 


■W 


O 


si 


en 


o 
•a 


5 
o 




M 


U 



a 

o 


a 


U 


a 


N 


Fi 




o 


3 


U 



>> rs 



■a ^* *> 



I* O 



"3 * tf 

•M -P 

oO 9 



.2PQ 



* < 





O ft 


-r 
'3 


u 




: 


§ 




-^ 03 
o g 


i-l 


- 




,fl 


-d 


53 


15 


03 




.34 

o 
^5 


03 

'3 




c o 




-*3 




,M 


H 


- 


.5 ** 


53 


CO 


5>> 


o 

-. 


6 

3 


■s 


£0 


-4^ 

OS 


O 

+3 


- 

03 
ft 


a> 


> 

03 










.= 








O o3 




0> 




6 03 


— 


-+j u 


a> 




O 

O 


CI 


33 

3 


■So 

0> >> 


4= 

s 
O 


0J 


93 


T3 




it 




o 












< 


«< 


U 




«; 


< 



3 3 



£ c3 



O ft 



Q& 



a i 



o 


El 


.St3 
S3 1-5 


0) 3 


^^ 


> 


ft 


,0> 03 
"-"-3 


Q_. 03 

•2 pl 


< 




is 




o 



^ £ 



"5 ft 
o 3 

CO O 



Pi Pi 



* w 

& * 



















T 


"> 


<u 








a 




■> C 


























J 




X 




a 
P 
c 


> 


c 


c 
r 



i* .2 



a o a a o a 



www 



382 



City Document No. 26. 



*3 






oo os <n 



Q § 



OS 


OS 


■* 


OS 


m 


<N 


OS 


OS 


OS 








lO 














o 


o 














OS 


OS 


OS 


OS 


OS 


OS 


OS 


OS 


OS 


OS 


OS 


OS 



<£\ 



m* 



■* eo rt 



■* TH 1-1 iH 



o 



C 

£ 



C/3 



6 a 



£ J 



>> m 



h ^ 



^ -S ,g 



_ - . - 
yo 2 



03 


e 




<! 


03 
O 


h 


■*? 


■« 


as 




OS 




> 6 










as 










° t>> 


o3 as 


OS 

3 


.p- 


03 


q 

£« 

K O 
OS-r- 

- 
2 o 


as 


as 


03 
PL, 






^ t-, 
© * 

a.S 


0) 03 
OS'S 

g Q 
o o 


3 
M 


as 

.9 

O 
ffl 

"o 
as 


1$ 

3 ol 


03 

3 

O 


Q 

o 

a 

as 
> 
o 


a 

OS 

a 






S 

O >: 


O 03 


as 


■" fl 


^ 


+3 




+J 


6 




13 % 
as >, 


os^ 


a 
o 


as -3 
as fc* 


Si 

3 . 


t-H 


as 
u 
•*> 


- 

OS 

u 


J 
■8 


*^ o 


o o3 

Q 


as. a 
o 


03 

<! 


cs 

03 
H 


13 a 
So 

as w 


03<ri 

m 


P3 


3°3 


a 
o 

I 

> 


3 


5? -J? 



as^. 



■as > 



g a 

P o 

T3 M 



.2 2 

■am 






*£ 




■45 


*£ 


a 
P 
c 


■ i 


> 1 




1 

o a. 


^ 


'u 



a a 



a 


a 


a 


a 


a 


a 


03 


03 


03 


03 


03 


03 


a 


a 


a 


a 


a 


a 



MM M 



k x a 



Public Works Department. 



383 











































b- 


to 


t-~ 


CO 
































OS 





o> 








o 


OS 


02 


oa 





O 


00 


en 


01 


00 


OS 


00 


o> 


o> 


03 


e> 






























• H 
































"£ >• 


£ ~ 




3 a 




■og 


a 


°o 


o'3 


oc' 




:«n 









® M 


Ph^ 


•* C 


-^Ph 

cj" 


a 








CJ To 




-d S 


— Ph 


<N j3 


a 




IN & 




O cJ 


S^ 


'3§ 


*> a 


a> H3 


K 


aj< 


.°-2 


>>> 




"S 3 




tn 


^m 


i= 0, 


? S 


c >, 


< S 




03^3 




cm 


§73 


=80 


5 >> 
-0 


e"3 

«h4 


c - 



■3-3 


°-J 


m°2 








0J -w 

n" 3 


M C3 








o_ 



CJ 


-0 « 




■Tim 


"in fi 


>,>> 






&% 






fru 


^ 



ti a; 



-a js .c 



^ ^ 4d ^4 



K S 



« w 



w w 



384 



City Document No. 26. 



03 15 






O rH -Hrt 



^ 



«NH ^H 



Q 



o 
o 

E 

C 

£ 



°£ -t? 











■so 


■Md 


C3 O 


ca O 
P-i'-S 


£0 


- ^ 




° 2 


~u 




is • 


P ° 


?< 


' o 



^ <L> 



2 . a 



5 ^ 



Pr £ 
T3 >> 



to a) 
2 .° 

* So 

X e.2 

OScj 

2 w • 



a 2-c 5 
•JO a os_oj . 

5 W < 



«3 £ 


-S"a3 




3 5P . 


.Sf^ 


"3.5 >> 


a^ 


■Sag 


H2 c3 


^ct a 


-n a 


§ ° 




^"H° 


J3 a 


O ^ 


01 X! 


S J> S 






O 


^ 2 >' 


1-1 



aW-^ 






to ip jj 

m t- O 



M o 






m -2 

^ o 

ojPQ-3 

S.| g 

§ -.a 

5 3 . 
oogs 

.23 «£ 

2SS 



ft « 



Public Works Department. 



385 





oo 


























■*■* 




IN 


OS 


cs 






© 


<N 


to 


r~ 


t> 




•* 




1 






















o 




OS OS 


0» 


OS 


OS 


OS 


OS 


C3 


OS 


OS 


OS 


os 


OS 


os 


os 



^ -3 








1 C 






>, 








ffl 






O'S 


1-5 



>-3 * 



Eg" 



|a 

03 E 



OO K 






pqmS 



O 03 



O S 



.cH 



£1 . 

g 03 03 

3 ft 
Q 



S»U >.o 



"8"! 



o 

S ° 



p 


ft 


1|H 


a 








,d 


U 






3 


c 


O-c 




3 


QS 


B 


l+H 


x 








>> 




- 








— 






0. 


ert 




1-4 



^j d ^ 






O 






3&o 

Sz; 



S3 


■ s 




*£ 


o£ 


4a > 


° a 


OS 


W^3 


■« b 


<*. a 


Fh 




fiy 


0,Q 


"S-° 




O o3 


-Stri 


0)^ 

"3 "" 


Is "3 


is « 

? 03 

> a 

03 S 

a o 




M J5 


"S-O 


£15 

,^5 


c.a 1 


S.Sf 


«-; 


<£ 






■Ss» 

03 -O 



o 3 



OJCli 

o"3 
$ ft 



,£« 



OfL, 
o , 

> ft 



SO 



Si 

■so 





w<! 








M - 






"S 


O.C 


3 . 

J3 >. 


OS 


**« 


° 
2? 03 
m ft 




^E 


oj-a 


"S'3 


£o 


^S 1 " 1 



1 

c 


a 

C 






5: 


a 


» *£ 

i 











S ffi 



W W 



386 



City Document No. 26. 



3 

pi 
o 

O 



(U 



t/3 

be 
C 
'> 

a 
C 



t/3 







c 
















c 












ev 




* 














O. 
















CM 










CT 


CN 








>) . 




CT 
















OS 








CT 
















































3 <8 






















' 


















03. J* 




CC 
















CT 










w 


•* 








is a 










































bi 
3 














> 

C 










c 


a 

4) 

CO 












<ci 
















2 










p 










0" 


IC 


C£ 




:- 




~ 






IT. 




rt 


w 


0C 


l> 




c 


■^ 


t~ 


S"d 






c 




















s 






mo- 


c 




o 


£'3 


5 





c- 




a 




r 






~ 




os 


- 


3 


3 




o 





CT 
































CTCT 














































- * en" 


a 


U2 


c 




It. 




t> 






cc 




CO 


>r 


Tt 


TI 


■*C 




oc 


CM 




CN. 


CT 




~ 




CT 






c 




CT 


Cv 


c 


cr 


t»CT 


er 


CT 


>-H 


^^ 










V. 




- 






c 












CTCT 




















e> 


























-t^ 4> 


00 


X 


c- 








ic 










lO 


u- 


c 


c 


m 


t- 


CC 


CO . 


W) 0) 










IT. 




— 






X 








CT 


r- 


CM 








Cfo 










CT 




= 






cc 




















u _ 














cc 


















^^_ 










a 


c 


-c 




— 






^ 




x 




"2 










c 




cm 
a 




c 


C 









o 




a 




'3 
















03 c 


c 

£ 






r 

hi 

C 


o 
3 




— 




J4 


d 


3 

E O^ 


4 

> 

c 
C 

4 


cu ^, 




,0 

X 

"5 


c 
c 

o 


M 

AS 


"3 

a 


c 
c 






4 




o 

3 

AS 


03 a. 

a t 
£ c 

O "*■ 




c 

p 


15 
a 

CO 






c 

Fh 


e 

5 


>> 


| 




a 


- 




P 
4 






C 




to Pi i 

S3 S = 


11 

£ 


< 










03 






s 




> 




3 








J3 C 


PL, 


cc 


a 




3 Fh +s 

J3 O a 

a 2; t 


a 



o 

M 

5 


< 

a 

c 
a 
> 
a 

z 
c 

3 
ft 

c 

-►= 
a 
a 
f- 

+^ 

= 
c 

+: 

b 

c 

a 




CT 
l> 

E 

- 


4) 

41 
> 
03 




c 

r 




o 

03 


4 

— 

c 

F- 

PC 
c 


3' | 

T) £ 
^ PC 


1 C 
3-C 

U F. 


n >. h 
"^ o cc) 

1 a w 

_! 03 >, 

►J X! 


I 

3 


Fh 4 
"S C 
>, 2 

O * 

-^ 4 

+» c 

os Ph 

u 

3" 4 

•--* Eh 

w *■ 

O t- 

"£.£> £ 
11 I 


o > 
-^ Fh 

3 CD 

3£ 
g£ 

«« ° 
°^ 

*" CO 

2* as 

CS 4^ 
a> CO 

"£co 
.£xs 

OS .13 

££ 

'"'cS 

£? g^ 
1 ^ 


03 

Pi 

JO 

03 
Ph 

a 

O 

o 

pq 
>> 


T3 _ 

a a 

03_O 

"S M 

CD.S 

M 

3 
t ° 

*" 3 

CD O 
0) CO 

t~ CU 

^^ 
-g°° 

£° 

^ 41 
^J3 


■d 

c 
o 

9 

Z 
— 

a 

4) 

7-. 

pq 
^ _ 

Si 



4 

q 

4 
t- 

c 
a 

CD 
V 

T 
Fh 
CC 

C 

4 

"c 


-s 

p 

B 

- 

'3 

S3 
— 

a 


5 

4> 
> 
03 

O 

"3 
E-c 

o 

41 

3 

d 

> 
03 

li 

"ca h 
^1 
ofl 

ga 

03 


^ 6 1^ "8 5 - 

" 3 1 d a J ^ | 

i ^ t ij * i : 

.13 As S 3 . +> en ^ 

3 g. "S Zo- % -a 'g 

.1 §■ < «g ^ ^ -c 

S H J3 £ o E-i 

. 2 "8 B b o 

H^+J b, 4)03 3£« 

g .a .1 as -s -s fl >. 

-S ^ S 3.s » js §§ 

o o * i.a « m * s 

pa cq 




a 


O ^ 


O OClS 


a 


X! 


Fh 

o: 






c: 


§ 


^J2 


HP 




4- 










^u 




oc 


<< 


£ 




CT 




Ph 






t^ 




< 


< 


< 


<« 


P 


w 


<! 




















































*r 


s C 




a 


















''i 




v c 




c 





OS 






c 


e 


, 


; 


i, 
















1 


'S 


C 


li c 


. a 






C 


H C 




c 
















x. 


4 




o 


c 


c 


o 


tc 

H 


c 


i c 


i 


, 


F- 

c 


, 


~> 






+ 




-g 


c 




< 


3 




F- 

li c 


Fh 

- a 


H 

a 

P5 


> 

-i- 




u > 

,4 




> 




> 

c 






c 
c 




as 

o 


PC 


J 


PC 
c 


t bfl 

*FH 

P3 


> 

+■ 


' £ 




C/} 


'Z 


a 




a 




PC 






p 


, 


Q 


c 


P 


g 


"S 


-4- 

c 


n 

4 

F- 


e 






c 


! 




c 




4- 










-*J 








f- 


I 


t-4 




c 


f 




, 




1 


C 






c 

a 




CD 


cc 

c 

4 


1 ] 


c 

F- 


t: 


■e 


CO 

T3 




p 


> 
1 


> 


' 


a 
p 

> 


' 


a 






c 

a 




<D 


P 


^ > 




c 


- 
c 

4 

F- 


O 






cs 


ec 




a 




4 






'a 




'qj 


i 


a 


4 


CD 


< 


4 


OJ 




ft 


n 


ft 




tr 




n 






(T 




X 




P^ 


tr 


ft 


ft 




ft 


ft 


ft 





Public Works Department. 



387 



M 


co 




o 




ci 




ro 








■* 




CI 






-f 




•* 






Cl 








O 




CI 


CM 




CM 




eq 




ri 








(N 


CM 






CM 




C) 




CI 








CM 


CO 


OS 




03 




o> 




a> 








a> 


01 






OS 




O! 




03 








03 




*-* 




1-1 




' H 




rH 








rH 


•"< 






^ 




»H 




rH 








•^ 


■* 


-T 




cm" 




us 




,H 








<N 


"5 






^h" 




^7 




00 








ctT 


CI 


CM 








CI 




CM 








»-• 


-^ 






1-1 




co 




»-* 








CM 


c5 

cd 

c 


ci 

<u 

P 




c3 




e 

5 
3 

1-5 




03 








3 
< 


>' 

O 






3 

i-s 




> 
"3 
1-5 




i-s 








if. 

03 

3 


00 


CO 


rt 


iO 




W 




t> 




^ 




o 


t» 


. 




o> 




Ol 





t~ 




I- 




10 




























gi 
















O 






os 


03 


os 


C3 




3! 




Cl 




~. 




03 


- 


00 




CT. 




c 


CD 


0! 




a 




a> 






































O 












X 


00 


C3 


co 




I> 




-r. 




E0 




r~ 


CO 


00 




OS 




t^. 


■* 


co 




-*• 




a 


CI 


(N 


<N 


<N 




o 

IO 




<N 




ce 




CM 








q 




c 

s 

CM 


CO 


CO 








00 


o 


o 


00 


t> 




CO 




00 




* 




OS 


_ 


■* 




cr 




■* 





CO 




"5 




O) 












li: 








CI 








CM 




a 




- 
- 




c 









co 


thers Company. . 
thers Company, 
3. & A. D. Gore 


42 

-o 
"8 

43 
"3 
P. 


■e 

'3 

i-l 

43 




- 

'5 

0) 

% 

a 

= 
c 

<D 


a 

03 

=. 

o 
O 


— 
a 




B 
O 

o 

CD 




> 
3a 

'S 
i-l 

— 


"ol 
A 

ft 

03 

TJ 
03 

"H 

'3 


B 
03 

'S 

CD 

~ 

s 
c 

F4 




X 

CD 

s 
!> 
I-l 

B 

"5 

i-s 


bo 

fi 

'> 

03 
P-, 

a 

<; 


*3 

B 
CD 
O 
>> 

43 

'3 


fi 
O 

"si 

a 
't3 

M 

03 

PQ 
■6 

03 


03 

-s 

.'s 

"C 
H 

CD 

3 
fi 
CD 


o 

u 


o 


~ 


c 




8 




03 


a 


CD 

- 




— 
- 


H 




s 




> 

43 








O 




> 
03 


H 

a 

a> 

b 

(a 
s 

> 
43 

-r 
'5 
tJ 

i 

E 

s 

a 

cd 

43 

OE 


PQ 
a 

0) 

u 

03 

T 

'5 
IS 


CD 

> 

42 

— 


"3 

o: 

•a 

;a 

> 




fi 
s 
^_ 

a 

1 




_= 
CD 

C 

E 


ca 

s 
o 

a 


a 

a 

% 

- 

1 

5 


a 

.2 

"5 



ft 


■a 

i-3 


CD 

B 

s 



a 

P 

: 

CD 


a 

CD 

1- 

a 
c 




IS 

E 
- 
z 


c 




T 

"S 

J3 


43 

03 

pq 

>> 

42 

'3 


"3 
45 
c. 

03 
fi 
03 


"3 

ft 

.3 >> 
ft fi 

co 03 
< ft 

?! 


fi 
CD 
-B 

3 

O . 
CO >, 

>« fi 
O 03 


o 

— 
t 


cd 
u 

CO 

fi 

'5b 
H 


ID 

<D 

"a 
S . 

oS 

^a 

o 
go 

■sg 

'5b § 


la 

°o 
■s >> 

3J2 
coT3 


3 

o 

o 

CD 

S 

c 

CD 

> 


O 

CD 
(-■ 
O 

Q 


'a? 

03 
JO 

a 

-0 

03 

03 

ft 
O 

H 


c 

03 

ft: 


43 

CD 
CD 

i 1 

a ^ 

W 

T3 43 
In M 

03 03 

a * 
b 43 

CD (D 


= 
ft 

B 




M 


a 
ft 

4 

CD 

-r 


6 

CD 


ft 1-1 

03 

CD +3 

S "oS 

< t 
03 


'y. 
CD 

a 
B 
C 
CD 




4: 

E 
a 




-5 


CD 
33 

!"» 


fiO 


3 

a 

01 


is 

CD 

E 
a 

a 


3 
a 

o 


>> 

a 
<s 

ft 
3 

o 

U 

— 


a 
a 

X 

r 

CD 

- 
CD 


'8 

03 

= 
03 


03 

3= 

CD 
& 

C 

£ 
E 
o 
O 


< 

t3 

S 
>, 

— ! 


c 
c 


a 
'> 

03 

43 
a 


-SQ 

t3 O 
o3 B 
o-j3 

1^ 


1 "S 

CD 
ft 

< 


> 

03 

= 

B 
W 


! 




5 « 

< 


0^ 
43 . 

T3-S 
o3 to 

O CD 

J:~ 

S 03 
03 JB 

I 

•S >, 

ft^2 


a 

c 

s 


fi 

C 

a 
a 


01 


1> 

1 : 


o 
o 


c 


a 

O 


03 

_= 

o 
£ 

z 


— 
si 

2 


43 
CD 
CD 


c 
a 

CD 


U 
03 


O 
O 

ft 
a 


-5 
i-l 



43 

4: 


CD 
> 
03 
CO 


a. 

B 

c 





*-'S 
^ 


43 
O 


P9 

X 

t- 
o 


44 
o 
o 

- 

s 


O -£3 

o e 


1-3 

- 
— 


5° 

11 

*3 C 
U)_CD 


S 
a 


■5^ 


CD B 

i~ o3 
B B" 

CD B 


a 

B 
O 

E 


pq 

— 


43 
8 
ft 

03 


a 

4; 


li 

a ol 

3 ft 

■a a 

to 


03 

i 


B 

43 

B 
O 


33 


^43 

o> 03 

43 .fi 
CD 0, 




■+J 




O 'SbU 


<s 


u 


03 


CD 


33 


43° 


CD 


PP ^ 


M 


CD 


CD 
> 


SO 




42 


*" S 


< 


«3 


^ 


3 




l^ 




O 




00 




<! 


H 


t^ 




00 




- 


< 


S 




CC 




O 
























^ 






































~> 




'S 












t- 




































s- 




■r- 












9 




















































X! 
































X 
















X 
















5 




t- 




M 


c 
1 

PC 


"5 
- c 

43 

4= 


a 


C 




c 
- 




= 




i. 




O 


a 
z 
z 


a 
C 



1 


q 
a 

a 




z 

c 


CD 
ft 


c 




a 




CD 
"0 


I 


a 

— 

c 


1 




a 




c 

P= 




c 
PC 




9 

g 


t- 
z 
> 


c 
> 


1 


c 
1- 
c 

g 




6 


1 ^ 

'S 


ps 
a 




C 
P 


# 


O 

Q 


0. 


a. 
J 

DG 


p 


a 




4- 










CI 




CD 
O 


*5 


'E 

43 
a 




43 

a 




CL 

a 


CD 
CD 


a 









CD 
CD 
F4 


DC 

44 
e 


c 

I- 


J 














c 







y 


£- 




43 






03 

CD 


a 




p 




CB 


i 


* 







F- 








r 
X 






t4 








B 

CD 




a 
c 

w 


"c 


a 

c 
W 








43 


t- 
o 


— 


4: 
c 


1 ~ 












c 

s 




W 






3 




E 

K 




w 






a 

P 


w 


* 


a 
C 
c 





388 



City Document No. 26. 



3 

= 
o 



t/5 

Ml 
C 
'> 

E 



C/j 







o 

CN 

C5> 




^ 




^ 
















M 




CN 


















~i 




tN 
















~l 




CM 










>> . 






a> 




OS 
















Ol 




C. 
















































a o 










































cS.H 

§ 9" 




2 




c<5 




S 
















t» 




DC 










2 x 
OS 




>> 
3 


b 

3 




co 

c 

3 
















3 




> 

3 














1-9 






>-5 
















oc 




i-a 










s- ; 


o 


U) 




CO 




— 




i> 




t- 




i> 




t^ 




t~ 


TjHrt 


•* 




(M 


o3^3 


































HO 








."'S 


OS 


OS 




~ 




0= 




en 




C 




CT. 




c. 




cr. 


CDC" 


CS 




CK 


&»f3 










































_ co - 


OS 


OS 




CM 




o 




CO 




1C 




CM 




o 




oo 


■*<N 






00 


N 






X 












IC 




CO 




~. 






"*C 


do 




t~ 


■ 4s 




es 




CN 








00 




os 














■*co 


t^ 




IO 




^ 




" 
















d 


















5-5 


o 


oj 




<* 




CO 




CO 




cr- 




CJ 




H 




t- 






03 




O 


em o 




CN 




-# 








r 




>n 




C-l 




~1 










IO 




c 






■* 




•* 








CO 




co 




r x 
































































a 
c 

3 

F; 


3 
h-; 

a 

01 




< 




"5 

F. 

C 
0) 

O 




3 
c<3 
C 

L 

2 




3 

ct 

~ 
CO 




c 

B 

a 




3 
CO 
Fh 
Fh 
I 




B 

o 
O 

3 
C 






a 

s 

'a? 








c 




O 
0) 

CO 




















> 










T3 








o 
Q 


l- 

a 






CD 

a 


F; 




0) 
0) 




-f: 
CO 

a 




^ 

X 




C 
3 

Fh 




>> m 








a 

"c 
co 
O 


3 
fh 

s 

ft 




a 
a 

P 




o 




3 
8 




a 

"3 
Fh 

> 




co 

> 

3 




'3 




3 
O 

O 

"3 




03 fe 

ft C- 

s 
6 1 

to fi 

9 m 

'E d 

03 O 

Pin ** 
M CO 

S 3 

03 O 

ft M 

CO o., 

<; 




t4 

Fh 
CD 

— 




>> o 

■a o 

'3 « 

J ■£ 
a 

O 

3 




01 

c 



co 
a 

03 


a 

03 

- 
S 

o 
O 

a 

c 

a 
3 


09 

OJ 

n 



a 

a 

'J 

T 




CO 
£ 

3 

j: 

e 

a 

4. 


>> 

a 

03 

a 

3 

o 
U 

3 

.2 

| 

3 
O 

C 


a 

H 

c 

c 

3 


>> 

a 

0! 

a 

3 
O 

U 

3 

c 

CJ 

3 



c 

Fh 

o 
c 

+ 

a 

N 


3 
03 

a 
g 

O 

a 

a 
_o 

o 

3 


s 

= 

d 

a 

c 
a 




F- 

a 

Cv 

o 

>> 

"3 

c 


to 

Fh 

C 

jH 

c 

Fh 


R 

DO 

£ 

cS 

-3 

'3 

►H 


Hi 


^ 

'E 

X 


S 

c 




CO 

c 

a 

3 


Fh 

3 


c 



01 




: 


CO -t^ 

o § 

*» o 

4)_ 


GO 

c 

a 


Fi 
C 

o 
U 


3 

-3 
ft 


3 O 

■° £*■£ 

os ^, acn 


"3 


CO 


H 

a 
53 

| 


-3 




J* 
c 
cc 

4 

a 

f. 

c 
c 
C 
cS 

ft 


2 

"c 

E 
1 
c 

It 1 


PQ 

3 
-= 

•S 

hO. 

"3 

co 
1 


c 

01 

> 

os. 

3 

£ 

s 
o! 
.£ 
cc 

c 

■4J 
oc 

a 
& 
•+j 
a 


a 
t- 

e 
co 

o 
>> 

■a 

'3 

►H 

s 

-= 
a 


01 

u . 
o >, 

-is 

cuO 

o - -3 

a; "S 
■go 




a 

a 
PQ 

c 




"3 

u 

3 
CO 

D 

- 

ft 


F; 

— 
c 

_r 



3 

* 

3 
O 
OS 

a 


03 

- 

3 
CO 

O 
>> 
& 

"3 

'3 

— 
ft 

3 


i?3 

o3Q 

& >> 

C0J3 

•s 3 

3^ 
g3 

™J3 
<B ft 


CO 

3 

a 

Fj 

Fh 

CO 
> 

03 
CO 
DO 


a 

03 

a 

£ 
o 
O 

OQ 
Fh 
CO 

S 


a 

a 



+ 
a 

CO 

F; 


3 
< 


CO 03 -ti 
T3 c >, 50 

•53 oj-s h2 
3°3 o> 

c3U 03 lO 

4333 3 

;X. ^ — CO 
rt ft «■" 

O . 03 «> 

5 o^3 3 
§. m B.B 3 

" -U.t: Fh O 



■d 

s 

- 



r 
3 
3 


| 

pq 

a> 

3 
a 

CO 

> 

03 
CO 

s 

03 

>-3 

DO 




_,. 


° 7 


33 


a. 


09 


0) 


u 




03 


i 


<H 


03 




PQ 








< 


CN 




oc 




cc 




l> 




l> 




CC 




^ 




< 


<JP5c- 


PQ 




< 




































'2' 














































^u 






































CO 




CD 




































ft 


ft 




a 






















c- 




t 




> 




C 


2 
n 




Fh 

a 






Fh 
ft 




Z 


s 



















C 


i 


0. 

c 


, 




5 
6 


S 


>> 




>> 











> 




t> 


' 


c 




c 




c 
















H 
H 

os 

CO 


a 
_= 

c 
C 


g 

a 
a 




F 

C 
g 




c 




> 


i 


F- 

c 
> 


i 


F- 

c 
> 
"c 


i 




g 

a 

3 
3 
CO 




g 

3 
C 

a 

> 


'3 

CO 

a 

CO 

> 

03 


CO 

3 

a 

CO 

> 

03 




"a 

0) 

3 
3 
a> 

3 







F- 
t 




c 














a 

F- 









03 







a 



a 





3 
C 




f 


X 




"cr 




"t 








a 




a 




T 




"o 

CO 


3) 


to 




3i 






c 












3 




3 




C 




"c 




a 


a 




3 











Z 








C 




C 




C 




,o 














a 



























£ 




3 












S 


"5 




X 




,Q 




T 




X 




T 






3 


a 


a 




3 




c 


c 




f 




3 




3 




3 




3 




3 




3 


3 


3 




3 




ft 


ft 




5 




w 




ft 




3 




W 




ft 




= 


ft 




H-t 




ft 



Public Works Department. 



389 




390 



City Document No. 26. 









•H O r-l r-l rH iH 



O 

c 

E 
> 
ft 



t/3 

M 
C 
"> 

E 



"d s 



S& "2 



pq 



OP-I 



oo <; 



-a >> 

o3X! 

org 

03 



£.3 



o^ 

a>'o3 
J£h} 



^ ft 

o o 



a> 



031-5 



a> o 



•3 £ 



II 



2o «"£ 



,£ o3 

£^ 

O 03 

g m 
O s 
O 



Oi-l 
02 -p 

«| 

-P9 



03 Jq 



« 03 
,£h3 



03 >> 

6 03 
O ft 

•Z.B 

o 

-so 



oj g 



h ft 



o o 
hi 

9 o 



"si. 



Hi O 



0> -3 



a o 
ffl o 



£ ft 
O a> 

li 



03 c 

Kg 



"p 


p 


^ 


a 
0, 


'S 






a 
£ 
c 




■p 

c 


a 


a 



P Q 



B B 



Public Woeks Department. 



391 



.H l-t <N im 











1> 


CD 


CO 


C5 


OS 


t~ 


t> 


lO 




OS 


CO 


f~.-H 












O 


OS 


















OH 


OS 


os 


os 


OS 


os 


01 


00 


OS 


os 




os 


OS 


OS 


OS 


OS 


OS OS 



rt >C IN 



CD -H -* 



.-< * fl 



P s. 



■= 03 



"3 >> * 

O £ £ 

■*" o as 

*0 as 

+3 a ^ 

«•" o 

.a S g 



V. u 



h! hJ >-! 









St; 



< >> 

^ a 
o ^ 






Q -5 03 .2 

as a -w 

O D » 

-SO <* 



31 



mO 






>o m 



b P* a 
£ o 



■S5 P 



£ o3 

fift 

Ph o 



"SO 



os' - ' 
Q 



W W W WW WW W 



£ ° 



art 



m as 

s— 

6 ° 

J2 E 



m 


-^ a 




'-"■■S' -8 


a >-, 


as o3 




^ 03 >> 


o a 






S^X! 


a os 

>§ 

oO 

** bo 

-^ a 


os a 

CO ° 

ooO 






O bO 

■ p _a 

as't5 


as 


5 o 


iV> 


I- 03 


a 


c --,2 



Eh ho 

^03>g 



W WW 



392 



City Document No. 26. 



G 



o 
o 

s 

CO 

ca 

bC 
C 

« 
E 





co 




■«* 






o 












rt ' 






C) 








CO 






^1 




CM 






<M 












(N 






<N 






CN 


>> . 


03 




OJ 






O 












05 






Ol 






Ol 
























i-H 






f-l 








a s 






































03 |3 


00 




o 






co 












CO 






IP 








3 & 


CM 










'-' 


















1-1 






(N 


3 X 


ft 

ID 

m 




6 






3 

<1 












>> 

i-= 






> 

o 










qo 


o 


01 




Ol 


>o 




o 




Ol 




CO 


t> 




t~ 


t- 




oo 


S'O 




















o 












^ 






^®'S 


OJ 


Ol 


ai 




C 


e» 




01 




-. 




C35 


05 




C3 


X 




OS 


>H>_<; 






































- a m 










































co 


CO 




t- 


oo 




00 




o 




00 


t~ 




o 


to 








00 


t~ 










<N 








CO 


oo 




C-l 


co 




oo 






CM 










ce 




•p 




IQ 


CD 






CO 










co" 


















'H 














fl+5 






































45 O) 


CO 


t> 


■* 






ep 




c-. 








b- 


■* 




o 






CO 


bfl oo 






CM 










i^ 




CO 




■* 








t> 






3 fe 






CO 










■* 




co 




lO 


CO 












* - 

^.9 








































O 

~ 
3 

B 
2 
ffl 


02 

s 

03 
1-5 


3 






IS 

i-i 




"3 




'5 




a 

o 
O 


P 




"S 

'3 






03 




.ft 


T3 
O 
O 






: 




— 

cc 

!s 

Eh 




Hi 




3 

o 
o 

03 


> 

J2 




o 

O 


o 




3 

03 
13 




."5 


'3 

Hi 


go 

C 




a 
gj 
f- 
c 


3 

"c 

o 






"5 

p 




>"5 


t: 

'3 




3 

P 
P 


in 

a 
c 




03 
o 
03 

3 




'3 


^ 






> 


' i% 








d 










is 




i>> 






i-5 

,P 


o 














V 






-*^ 




bu a 


V 




•73 

o 
o 


a: 




Z 
> 

T 


1 s 




c 
a 




S 

c 

< 




J3 
O 
>> 


3 

-d 
ft 

03 


CO 

d 


p 
^a 
e 


03 
ft 

3 

p 

o 


"oo 
H 






03 
+3 




q 


gj 




a 




O 




IS 

'3 


d 

- 




0) 


*£ 


bO 

_d 


"3 
,d 




£ 


c 


co 






£ 




W 




F; 




F-l 


V 




-£ 


a 


>■ 




cc 


s 

a 
a 

J* 

% 

3 

45 
c 
a 

a 

c 
§ a 

a 1 

p -i. 

O 5 
IS 














>1 


a. 






o 






o 


03 


ft . 


"1 
3 


cS 
o 
03 

E 

a 

c 
a 

< 

41 


o 

-C 

=1 
c 

a 
a 

OS 

o 

a 

3 


>> 

a> 

A 
o 

Q 
3 

03 

1-5 


'g 
c 

£ 
cc 

a 

c 

o; 

a 
C 

c 
E- 

e 


a 

£ 

3 
- ? 

CO 

o 

+3 

"8 

a 


>> 

a 

03 

5 
o 
O 

a 



O 

B 
o 
O 

a 
Ft 

^5 


o 

c 

a 

l> 

c 

4 

o; 

Fh 

> 
a 

'c 

^= 

t 
c 

g 

CO 


Pi 

c-. 

a 
5 
o 
O 

M 

g 
V 

03 

Ph 

ja 
p, 

0) 

— 

Fh 

03 

pq 


g 
'3 

F-l 

o 
O 

-d 

03 
& .• 

oiO 
o ,„ 

°3 
5pq 


3 
3 
S 

01 
Fh 

o 

M 
o 


a 

s 
c 

03 

S> 
03 

a 

c 

a 

w 

c 

45 

ai 

c 
- 
+: 

d 


>> 
a 

03 

ft 

5 
o 
O 

£ 

.2 

45 

u 


d 
p 

a 

OJ 

u 
Eh 

3 

03 
01 

<D . 

CO +3 

*" d 

O o3 
i— i - 

2° 

oo To 


t*PH 

m"3 
» & 

I" 

+^x 

H . 

45 _a 


S d 

So 
§d 

.2 

.45 

d+3 
go id 
> d 
03 P 

*° 

£ 03 
03 J3 

go 




"5 



cc 

45 


>> 45 

° a 
■* - 
o -^ 

O £ 


1-1 




C 

4- 
< 


CD 

£ 
B 
cc 


O 


X! 

3 


c 

a 
a 

a 


d. 

3 


C 03 

O 


O -3 


" d 

a >> 

Eh 


c 
a 

45 

a 
a 

c 


ft 
03 
T3 

o3 


3 >> 

a" 2 
pti 

45^ 


























'S 










































3 












































F-l 


^ 










F- 










I g 




a 




"j 










ft 


p 


i 






0} 


f. 


*u 


a 






■ C 
c 

F- 


i 


p 
c 

F- 


1 


2 
c 

F- 


i 


o 


g 

P 
c 




P 

ft 


c 
p 


i 






h 


c 


f 


li P 


i 




: c 


i 


P 


1 


P 


i 




F- 




>> 


> 




'd 

p 




p: 


£ 


c 






5 > 




> 




> 




03 


P 


1 




41 




+■ 


p 


li p 


i 


; 3 












g, 


> 




*o 






45 


H 


a 


> 


1 > 




I 


















-»J 






.£? 


CO 


\ 




4= 




C 


5 +- 












"oj 






CO 
00 
F-l 


g 




"£ 




, 'c 






C 


I a 




g 








Ol 


a 




F- 




B 








■4- 






> ^ 








+ 




"S 


g 




to 






45 




c 


g 
f- 
-*- 
</ 

i 
































© 




c 


-4- 




( 
1 

t 

1 


! 1 

3 P 


1 


P 
c 

b 
p 


1 


P 
C 




OJ 

bo 

T3 




'p 

c 




bO 

d 

03 
t-> 

O 


b 

p 
a 


i 


OJ 




u 


2 


is 






5 t5 




S 




5 




[2 


c 




« 




e 




a 





Public Works Department. 



393 



O fc 



C5 


o 


o 


«D 


** 




03 


IO 








C3 


t^ 


t- 


t~ 


I> 


as 












O 






















o 


OJ 


o 


o> 


02 


O 


OS 


02 





OS 





00 


0) 


OS 









1-1 — I CO 



1-1 cs 



0=3 



03 S 5 



go 






£ o 



-^ .-5 r^ 



m £ 



^ a 






cj o 



5-S « 



n 



.fa 

J3 O 

so 



3 






5£ 
> b 



0) FH 

O 





CJ 

u 

OJ 


p 



3 
a 

OJ 

> 

C3 


cj 
3 

> 

03 


> a 
oU 

li 


■v 

O 
O 

a 
3 




a >, 


C >> 


C >» 


M-i 


CJ 


3. 




oO 














5" 
^5 




•5 ft 


■9. ft 


0J.D 




aj ft 

-s a 
s° 
^0 




.£Jp 


03 


p. 
.en 


«3 
N 


'o g 


s\s 


6 

■SO 


3 a 


e 


CJT3 


J3T3 


e . 


■* =8 


°.2 


OJ cj 


c s 


"g 


"3 IT 


•SS 


1 S 

co g 
oO 

4J ^ 


CJ.fi 

£-P 


=3pq 

O >> 

£■* 
■n cj 


00 OJ 

o-° 

q'3 

3 

OJ QJ 

c3 03 


2 a 

al 


g 

«., a 

o"~-" 


^ 3 

0>-s 
"c5 >> 

n-° 






+j -si 




c'3 


-3-° 


0-° 




C K 


OJ . 


0)13 


cc-a 


-« a 


.sa 


_^ 03 


+3-^ 



<S"« bi^ 



< £ 









c 
c 


c 

c 




c 




















3 



^ ^ 3 



03 cj 



394 



City Document No. 26. 



^ 



rH -H O 



^' 



£>H 



O .H ^H 



00 -H ,-H 



•J.S 



-d £ 




6 




~3 ^ 




d 






-d 


a 




S o 




> 




03 






rP 


t3 


03 




a 




a 




oh 


-0 






■g 


O B 


c 


"SO 


H 


WS 


> 










X >J 


■j 


<« o 


c 



<! . co 



3 hJ 



O 

o 
E 

t/3 

WO 

c 

« 
E 



& H 



so 



d o 
'SO 



d d 
■a 03 
'S a 

03 £ 

^,o 



d^J 
03 03 



E 13 

es 



X >1 



o-3„ 

_d & 
-£ c d 

o £_o 






E3 
EO 
°^ 



dS 
d^s 

dJ= 



"5 g 


■S o 


01 
CO 


d-° 

-PT3 




03 








**" J 


*"§ 


|H 










m 


*>J 






*% 


0> 


5 
is 


E 


E 
is 


° ft 






03 


03 


■SB 

a> O 

£0 


CO - 

-St 


-d 

CO 


CO >> 

« d 

°a 

2^E 


CO >. 
°ft 


£ d 


CD-g 


,d 


«"S 


£Q 


— 
o 
d 


cuO 


r?U 


■*° s 


d g 


o3 ;£ 


•+->^ 




o E 




-p & 


.S-d 


CO O 

O"o3 

•P t- 

"S d 


d^ 




3-d 


"S.O 
ft 


o 
-p 


si 


o<5 

l! 

d g 




«wl-3 




"o o 


cu o 


O 


"X 


JW 


>PQ 




CQ -P 

rd 


CO 


o-Q 

d-jj 


4i >> 

d-^ 



&'3 



X 


c 


i 


1 


1 T 


- 1 


x ^ 





Q B 



m J3 -d 
a +> +a 

3 J ^ 



Public Works Department. 



395 



> > 

o o 



_ _ _ ,_, o 



a o o 



r-l r-l i-H OS 



50 CO 05 t- 

Cl O Gi Ci 



rH O rH 



o "B 



3» O 



5 £ 





t~ 


+3 




"5 

o 


<1> 

+3 






o 5 

•gg. 
S S 


£ a 




"o 


O ai 


5° 


*■*{ 


ojPQ 


"3.S 


3.S 

CO 


*a 




10 CO 








,2 >. 


" J ra 


Vj 


-^ 





3 O 



•< 3 



£ ^ 



= o P 



O 0. 



° ~ c ^ 






J 5 



£ J?- J= 



£ § £ 



S fe 3 « 

H I Q I 

+> g *. 8« 

<; £ < m 



»3 £ 



45 xt «_ 



(Ha 
l»-2 



a 



£ 5 
-< " 
« o 

°«o 

d a) 

o - 

*> o 

SO 
B X 
° Q 

z< 

to 02 

g-d 

O CD 
O t- 

pq 



CD fc- 

CD o 



Op4 

oo"3 
S ft 



CD 



CD 



s^ 





a 
-. 


W 


a 




6 








O 






- 





flPH 



sea 

O H 

O 3 

^£ 

Stj 



M 00 


>.a 
S2 Cat 




"V? 05 o 

£-3 


<~-£ 


■♦J ^ 


O* 






^pa 


S^'S 


03 >> 


cc- 


"S^j 


«8 c3 e 


h-1 


M C 50 



a <<e 



.■a iJ 



-^ ^-2 3 



mo. 
•a s 

aa o 



























































CD 








































































-. <L 


a 


£0 








> 


1 'c 


"> 


> c 


a. 

C 




2 






i 


C 


c 


r 


is 








P 

c 


4 






396 



City Document No. 26. 



.5 



U3 



C 
'> 

r 



C/3 







CI 




■<t! 




-V 












































IN 




<N 




CI 


































-p ' 


ffl 




O 




o 












































































ea.b 


t> 




1^ 




CO 


































Is ft 


rH 




<N 










































& 




a 




































■73 




§ 




Q 




































t^ 




OJ 




CJ 




coco 


^ 




^ 




in 




■* 




■* 




■* 


t* 


■* 




oS"^ 
















c 




O 




d 




















e'S 


05 




OJ 




a 




ojcj 


- 




OJ 




c. 




c. 




- 




OJ 


OJ 


OJ 




r-ij 












































SI'S 


00 




■* 




co 




T-H T-H 


o 




<* 




o 









O 







00 


O 




Tf 




CO 




CN 




■* 


CO 




o 




■* 









l£S 






-* 


H* 








c 














OJ 








co_ 




CO 




CO 


IN 


t^ 




^^ 






** 














■* 








(N* 




of 




IN 


IN 


^ 




-3 -P 
+3 co 


o 




US 




1> 




co 


m 




CD 




O 




1Q 








O 


IN 


lO 




M co 


(N 




i~ 














CM 




T— t 




1^ 









CD 


CD 


CO 




C&H 






CO 














CN 








»o 




10 




CD 


lO 


■>m 


















,_-_, 






' _r 


























C3 




p 




"3 

Fh 






i 


T 




CI 




>. 




3 




-3 




>> 


"2 


-C 






a 




o 








a 


3 




n 




^2 




'3 




'3 




,Q 


'3 


'5 






F- 
S 




o 




P 






o 
O 






'o 




-3 




i-1 




IH 




rs 


F-I 


i-l 






£ 




"3 

F- 




o 








^ 




xn 




'3 












'3 
1-1 










> 

'5 
a 




e 
a> 

O 

>■ 
.a 

— 
'3 




> 

£1 

'3 
i-l 

"a 

b' 






+3 
o 

Fh 

d 

(-. 

>> 


"3 
ft 

03 
03 

12 

"S 


- 

Fh 

o 

"3 

a 

03 




c5 

p 

s 

-lj 




03 

x> 

B 

03 
CJ 
03 




§ 

a 

03 

-3 
a 

rt 

a 




'co' 
03 

£ 

03 
■O 
03 

03 


03 
J2 

a 

03 
03 
03 


CO 
03 

a 

03 
03 
03 

B 






s 

g 




03 

r aj 
ft 
O 


a 

B' 
-3 




> 
r 

c 


-4-3 

a 




tn o 


0) 
OJ 
Fh 

a 

■n 

s 

03 






p 

^5 





1 




a. 



3 


CO 

3 


+3 






of 

co 

c3 




H 








ft 

Cm 






g 


4H 




w 




3 




I 


m 


s 




HO 

1 
3 


g 


a 

f- 

,i 
j 




ft 


co f-i 
■d 03 

0.p. 

P5 g 


M 03 
O O 


C 

o 

•p 


3 

ft 

o 


3 
O 






CO 

Fh 
+3 

M 






CO 

Fh 
CO 
Fh 
O 




w 

CO 
CO 

Fh 


CO 
CO 
Fh 

Fh 
CO 


Fh 
CO 

Fh 
C 


















3"£ 


a 


M 


£ 


c 


F- 
-p 




= 
O 

■p 

Fh 

03 
fi 
O 

t 
CO 




X 




2 


CO 


Fh 






co 

1 

< 


3 


el 



a 


e 

c 

a 


1 

1 


Bl „ 


£.2 
-p > 

lO -P 

^^ 

•^ ft 
1"? 


m 

c 
o 

M 


■d 

3 


C4 
O 

SI 


S3 

ft 

s 




^ 


H 


Fh 
CO 

03 


>, 


F- 

'3 


3 
O 

O 


<D 

W 

. 

s^ 1 






-p 
a 

F 


1 

o 


a 
a 

Fh 


03 

ft 

5 
o 
O 


a 

a 

Fh 


o 

o 

a 

.2 


S.ft.3 
n oj u 

OJ o 


'o 


-5 

"3 


t^ ~p 
^2 


s 

3 


- Fh 
-U CO 
C0J3 
CO 


O HO 

03 Fh 

CO 

■s-S 


F-> fH 

1« 


03 t, 
> CO 

"S-C 










a 


3 
c 

co 

3 






M -Q 








4 


-p 


-q 






J5 
^> 
=1 


a 




CO 


Ch CQ 








> 


Jd 




as 


At Washin 

Bitulithic. 

Pine wood 

pany. 


O o3 


"to 
-P 


ft 
03 


03 
HI 

-P 
til 


s 

CO 

5 


§a 

T3 03 


CO 

s 

c3 


sa 

■P o3 


CO 1-5 


Fh CO 

H^a 

to 03 

0^ 






a 


£ 






< 


o 


p C 


>> 


aj 


O 

Fh 


OJ 




>> 




>> 


3 >. 






■p 
<c 


m 


a 


OQ 


■p 


O 


< 


J3 


ic 





o3,£! 
O 






•3-° 


.5-° 
O 






















F- 








Fh 








*H 






Fh 




F- 
























a 




OJ 




CO 
















CO 






















c 


i 


ft 




ft 




ft 




ft 




0. 


ft 


ft 






















c 




o 




O 




O 




O 







O 


O 






















F- 




Fh 




Fh 








Fh 




Fh 


Fh 
















F- 








c 


, 


ft 




ft 




ft 




ft 




ft 


ft 


ft 
















H 


> 




>> 




J^ 




>> 




>, 




>> 


>> 


>> 




CQ 






> 




y 








+3 


















-p 






H 






£ 

C 
PC 






o 






'a 




•cj 




"0 




'S 




"U 


*o 


'3 




H 






c 




X 






























K 






E 




_hf 


c 




-P 
0J 




O 




-p 




eg 




"S 


1» 


"S 




c/3 


c 






a 




B 


c 




Fh 




Fh 




ID 
Fh 




CO 

Fh 




CO 
Fh 


CO 
Fh 


Fh 






- 




-t- 




c 
s 

F- 




0) 


^ 




^5 




■P 

^3 




J3 




aa 

,0 




HO 


A 


X, 















Q 




at 


b 


1 


bl 




bD 




bD 




to 




bD 


fed 


bO 










f- 




■+. 




■§ 






p 




3 




3 




3 




3 


3 


3 














> 




c 




o 




O 




O 




O 







O 


O 


















F- 








Fh 




Fh 




Fh 




Fh 


Fh 


Fh 















jE 






c 









O 




O 




O 




O 


O 


O 






c 




s 






^ 


£ 




X 




£ 




£ 




;fl 




£• 


jQ 


£ 






z 


< 


F- 




F- 




Fh 


F 




FH 




*Fh 








11 






'Fh 








a 




B 




B 




oS 


a 




03 




03 




03 




03 




o3 


03 


03 






5 




s 




" 




i5 






5 




S 




<. 




3 




§ 




S 


5 




£ 





Public Works Department. 



397 



■* 




■* 


co 


00 




f~ 


CO 


co 


•* 


o 


>o 


(M 




>o 




o 


















o 








o 


co 


CO 


CO 


CO 


CO 


CO 


co 


CO 


oo 




co 


CO 


CO 


/J 


CO 



CO r-l .-I 



CO CD O 



t^ i-i 



— o 



T3.ft 

CO 03 

H 



,C 03 



3 ^ 



JQ II ^ • 



.Sg 



s s 



>> -s s 



£ s >> 



<D O 

so 



IS 



3 ft 



1° 8g- £c 



P 

& 03 



£ -8 

-e fl g 

3ft ce 

§ S * 



CO 03 
QCO 



CO 



- 



<N O 

o< 
"8 o 

CU+J 

-J3 o 

topQ 

"co >> 



°fi 

J3 O 

to 

§B* 



co a 

Tf 03 

■* ft 
o £ 
*» o 
■pO 



3« 



a „_' 









•$£ £ ° 



■^ °i^ ° 



a ,5 

c c 
■Spq 



a 
S c 


o 


<< 
4S 




o 




~ ft 


a 


m 


^£ 


Ph 


-a 








^o 

2 M 


a> 


s 

CD >> 




tH 


3-Q 




to 


g«d 


OJP^I 


+^ 


>'S 






■^ lO ^ 



II 
£ffl 

■sg 

03.2 



2 « 



4 « 



3 < 



o o o 

-& S fi 

^ B S 

.2 >> "2 

"8 s t 

» P o o 

S o 2 =■ 

•7 »0 



I 



C3 CJ 

W5 






398 



City Document No. 26. 



B 

> 

cd 

r 



w 



>> . 










































-*3 CO 

fi <u 






































oi.fi 




























































t- 




CS 




•fi 










m 




(M 


<* 




<M 


O 


<N 


O 


t~o 


O 




o 




s 






CJi-H 


53 "2 


o 






- 












o^ 










1 




o 


OO 


k°'o3 


05 




OS 


X) 




3! 


OJ 


C3> 


OJ 


OJOS 


CO 




CO 




co 




OS 


OJOJ 






















o 




s 




o 




























os 




os 




0! 






























1-1 




1-1 




1-1 








_T 2 « 

. 3 ^ 


U3 




OS 


■* 




CO 


cc 


OS 


to 


tOrf 


CO 




00 




o 




CO 


OCN 


IM 




o 


I> 




3 


o 


oo 


^HH 


ooo 


o 




■* 




o 




o 


•*r-l 






o 


CJ 




q 


o_ 


00 


OS 


0>0 






CN 








o 


"* 






of 








^ 


IN 


(N 


rHrt 






CM* 




of 




oo" 




■^"S 








- -* 










> • 


^— -" 


























CO 




o 












OJ 


CO 




OS 








00 


OS 


M a) 






1^ 






•# 




M 








ffi 




"3 




t^ 


OS 


Bfn 






co 






■o 




3J 


lO 






TJH 




lO 




r>-_ 




►S.s 














^ , 






^^ 














rt 




















o 
ft 


>> 

B 




o 

ft 




u 

O 








"3 




T3 
O 




B 




>> 

Xi 








'8 




u 

o 

o 

a 


03 

ft 
fi 
O 




I- 

o 




B 
03 

ft 


O 

o 


>, 

B 
03 
ft 


• b 

• 03 

>>ft 


-fi 

ft 

03 




+3 

03 

w 




3 

w 

O 




r2 

'8 












o 


O 




c 


fi 


Q 


fi 


o ° 

a^ 

o £ 
U oj 

„-fi 

S E 


-r 




°8 




•ti 


B 










cj 

"3 
S 




O 
P 

.03 


8 

ft 

<i 

fi 
O 

+3 






p 

< 

•8 

QQ 


o 
O 

a 
Si 

o 

u 

m 




O 

O 
u 

0) 

-B 
O 

m 


-6 

H 
oj 

3 




c 

OJ 

t> 

03 

= 

OJ 


= 
03 

ft 

£ 



a 


03 03 
C ft 

5fi 

"2 £ 

- OJ 

O-B 


3 
-c 
ft 

03 
O 


T3 

03 

o 


>> 

a 

03 

ft 


1 


oj 
B 

p- 

o3 

fi 
O 

u 
03 

n 




OJ oj 

b£ 

M-rj 

fl 03 

§ . 

o° 


O 

CO 

>> 

-r 

Hi 

-*J 

"3 

,b 
a. 

§ 


a 

3 

fi 

03 


id 

H 

s 

>> 

.fi 

-3 

"8 

cj 

_c 


B 
a> 

03 
"2 

'8 

3 


■n 

"2 
'S 
hj 

J3-D 


B 

OJ 

u 

F-t 

03 

>> 

2 
'8 

"5 

Si 
ft 

03 
0J 

fi 

CJ 

< 

03 


. ° a 

<»i oj 

gc8 

03 h 1 ^ 

oS 

o <« . 

O 03 


fi 
OJ 

03 

3 

"o 
O 
o 

OJ 

3 


>! 

fi 

c3 
ft 
fi 
O 

3 
cm 

fi 


o 

fi" 
_o 

■> 

5 


OJ 

-fi 

-*3 

o 

t-l 

- 

B 

OJ 

u 

CO 


to 

w« 

=8g 
B^ 
OJ c3 

03^ 

0J13 
^i'8 


B 

o3 

OJ 

a 

O 


2 & S 

Ph S ° 

o3Q 

a as 

03 q o3 
<< to to 

=a %< 

b5 h 

S« o 
«g W 

Ml 
oj "3 

M >>!-! 

-d-o 

"S .f 

aj*3 S 

a|2 
° »s a 

O O CJ 




© ft 

o 

«o 

O to 

3£ 

fi o 

OJ t* 


1° 

B.S 

'ft ^ 


o 
o 

Ih 

B 
'a 

a3 

03 


3T3 

§ 9 
«? 

-B Jj 
OG.B 

OPh 


-fi 
p. 

03 

OJ 

s 

< 

>> 

03 


S ° 
fi * 

V OJ 

t. fi 
^£ 

o 

ajO 1 
fi >> 

c ? 


^ .-a 

00 CJ ft 

o3£ g 

-^'rfi 0J 

oj 3 fi 

OJ g fS 

« f s 


B > 
OJ o3 

03^ 

p3 
c a 

O Ih 

O o 

O o3 

•s m 

03 >> 
OJ-Q 

■oj2 


B 

-r 
'? 
o 

o 

+3 
OJ 

I 

OJ 
> 


— 
8 
-1 

CJ 

-fi 

+3 

3 

=q 


o 

!* 

OJ 

a' 



> 


CJ 

fi 

3 
P 

aq 

o 
a 

OJ 


o 

«>, 
to a 

S 03 

2 » 

|s 

03 Q 

Oj'O 

B+3 

a, g 
>-fi 

03 ft 




>K 


°T3 
+3 03 




o 


a 


T3 
03 


03 jj 


fi 03 


"S o3 o3 


03 


d 


OJ 


03 


§< 




fi 
o 


fi 

OJ 

4 


S2 r 

"".a c 


03 

2 


-*3 

St 

fi 


o 
u 

.3 


. O 
C M 


*igoo 

£-fi 03J3 


fi h h 


B 


o 

- 


B 


fi 
O 


-*^ a 
a +j 




•2 03 


£ o " 


O 


2 

03 




03 O 


3"3 

ft o 

w 


fc o g 

£5b 


oj'S 

CO 


S"o3 

V 


o. 

ft 


Si 

fi 


■g s 

B« 

w 








^ 




^, 






"TT 




OJ 


'f* 




































ft 
o 
^. 
ft 




















c 




ft 
o 




ft 
O 






ft 
p 




ft 
o 




5. 
c 




s 




fi 


>> 

u 

3 




ft 








a 






ft 








ft 




^ 




-ft 


-ft 




>> 




!» 




>. 






>. 




>> 


>> 




>. 




o 




X 

o 


o 


cc 


+3 




'3 




| 






*o 




3 




S 




5 




£ 


£ 


Eh 


CJ 

5 




oj 
3 




OJ 

fi 






OJ 

fi 




3 


CD 

3 




OJ 

3 




3 




OJ 

3 


0J 

3 


H 
PS 

En 

xrx 


fi 
o 

> 




fi 

> 
03 




fi 

03 






fi 

0J 

> 

03 




B 
0J 
> 
03 


fi 
03 




B 

!> 
o3 




B 
03 




a 

OJ 

> 

03 


a 

4) 

> 

03 




1 




■4J 




-+3 
OJ 






aj 




OJ 


+3 
OJ 




+3 




OJ 




OJ 


OJ 




s 

.fi 

oj 




3 




P 






§ 




B 


3 




3 




3 




3 


3 






-fi 
cj 
03 




— 
CJ 
03 






-fi 

CJ 
03 




Si 

CJ 

03 


_fi 
CJ 
03 




,B 

03 




03 




-fi 
o3 


-a 

CJ 

03 




03 




03 




03 






03 




03 


03 




03 




03 




03 


03 




<5 




3 




s 






s 




s 




3 




" 




S 




§ 


% 





Public Works Department. 



399 



rt O <-! 



CI l-H 

CD CI CS O 00 O 

©_l rt -H rt rH 



r-i iH 4N 









































o 


IQ 


CO 




CD 


l^ 


(N 




00 


OJ 


CN 




,_, 


00 


t~ 


CO 




■* 


co 


t> 


t^ 


CO 




CI 


00 
CN 


00 




CC 


en 


CO 






co 


m 


<* 

00 




CN 




i 
3 
O 


CD 


OJ 




3 


>> 


Q 




X 


OJ 

3 
g 


'8 

i-5 










.s 

03 


OJ 




Xl 

'8 


B 


CJ 

3 


>> 

XI 


>i 


a 




m 


3 


§ 






^ 







> 






Fh 

-(^ 

B 
O 
O 

CJ 




03 






Fh 


"3 
"8 


3 

F* 
oj 


3 
o 


>. 


OJ 

CJ * 

Fh 


IS 


3 

C3 
^- 

'x 

OJ 




■d 

-. 



3 
'8 


3 
-»j> 

3 
S 




- 
e 
P 

E 














3 

X 

a 


fi 
O 
O 

3 

Fh 


o 

_o 

fl 
C 

o 

jj 

CI 


o 

.3 

■4-3 
Fh 

o 
a 

OJ 


c3 3 

O o 

-flO 

"Sfl 

O 03 
mx 


3 
O 
o 
03 
cj 
PQ . 

O 3 

2& 

m c 

5o 

§ 3 


3 

m 

6 
ho 

3 


T3 

S 
O 

OJ 

2 




OJ 

Ph 

OJ 

5 


+j 
3 

a 

CD 

03 


OJ 

CJ 

u 
> 




a 

— 
3 
E 

Fh 
OJ 

- 

> 


> 
c 

s 

g 


. 


-3 
3 


'03 

3 
c 

03 




03 

CJ 



Fh 

B 
03 

'0 
QQ 

CJ 
OJ 
Fh 


3 

OJ 


>> 

X 
fl 
'3 


fi 

s 

fl 

o3 

o 


o 

O en 


o 
CN 

o 


ft 
< 

a 
o 

►J 
o 


pq 

-a 

C-i 

03 

U 

03 


J3 
OJ 

Pm 
o 


B 
03 
ft 

e 


OJ 

O 


OJ 
OJ 


03 
W 

3 

d 
OJ 




ja 
— 
'5 


B'a 

o^> 

Fi >- 

o3 >, J: 

O 03 I 


a 

oi 


fl 

03 

3 
3 




h-i 

3 

X 

ft 


Fh 

'8 

rt 

>> 

c 

X 
5. 

■8 

a 
o 

° £ 

CJ O 

> *-■ 

oPQ 

OJ e 


'8 § 

£?>> 

§-° 

<^ 

0+3 
P 

Fh 

ojfl 
> 03 
Cfl 

frfj 


vXi 

-t^fl 

01 "8 

& J 

3 

*& 

-Co 
h ° 
o f " 

«J 

Cvl^, 

G> CJ 

""to 


-S o 
tn -*^> 

-fi o 

gPQ 

-Ofl 

^J 
ST 
O+jj 

X c3 
"33 
g§ 

-*J>_>J 

c- 3 

.2 o 
fh 


K 
o 

"S >> 

OJ g 

(-> 03 
% 

a o 

OQ 

§2 
K l 

OJ O 

•a« 

J3 03 
1^ 


30 

2 
^ 3 

M 3 

$8 

03 t- 

CO QJ 

.S-a 
"S'8 

oSi-5 


B 
O 

— 
03 
C 
u 
OJ 

c 
_= 

3 
O 

a 


Fh 

CJ 

s 

!> 

0: 

c 

oc 

— OJ 
03 OJ 

g. % 

=3 OJ 
B B 

2 § 


OJ 

.££ 

CJ 

|C3 

B cj 

OJ3 

"HI 

3« 

. >4-. S 

>> O CJ 

B +j ^ 
| II 

"£ >> 

O oj.a 


"3 

— 
p 

r- 
C 
I 

0, 
(h 

r 
E 

0, 
> 

is 


S c 

— -^ ^ 

! 1 

111 

« 03 * 

OT3"c 
qj « C 
M>3 £ 

33"^ 


1 

. 03 
^S 
OJ 



O 
H 

0. 

OJ 

^3 

OJ 
Fh 
+a 
H 3 
OJ 

O 


OJ 
OJ 

Fh 

fi 
C 

"S 

O 

PQ 


OJ 

CJ 

a « 

?3 Fh 

g 1 
O g 

PS 


>, 

a 

S3 

ft 
= 
O 
O 
03 

Si 

z 

03 

1-3 


X 

X 







2 >> 

§ 

Fh ft 

1»S 

03 O 

SO 
o3 £ 

ft 

3 B 
O 
en -fj> 

OJ O 

,£P3 


03 

fi 
03 
CJ 

09 

CD 

3 
B 
OJ 

> 

03 

Scj 

2ft 

3 S 
PQ 


pq 


pq 


t^ 

■* 




CN 


O 

m 


£ 




10 

co 


3 
m 


t> 




5 


WH§ 






t^ 


-< 


























































*u 


^T 


































"5 


>> 


"S 




a 


a 


































u 


h 






o 


o 
































9 


3 


3 
XI 

X 

o 

Pf" 




Fh 


u 








"c 
























XI 
o 
P5 


O 

K 




a 
>> 


a 
>> 






c 


c 
c 


] 

c 

PC 




c 
c 

PC 


fl 



PQ 


F. 

- i 

X 


a 




OJ 








<li 


oj 


oj 




0} 


OJ 


— 








^_ 








^ 




ft 


3 

K 
O 

P-. 


3 


3 


p 




3 


3 






s 


2 








c 


c 







b 

oj 


fi 
O 


p 

OJ 




C 


3 
o 


PC 




PC 


e 


<s 




c 

'- 


03 


PC 


c 

c 




ft 


> 


> 








> 












, 










>i 




c3 


c3 


03 




03 


03 






-*- 


(_ 








^j 











■«J 


en 


5 


-2 




■2 


■2 







a 

c 


- 


1 




< 
a 


OJ 


& 


c 




'S 


OJ 




















r- 




t 






' a 








oj 


CJ 


J 




S 





■5 














00 








OJ 


"in 


3 

J2 


3 


3 




3 

•B 


3 

J3 


-*- 






^c 


~C 




c 


.* 





cr 




CJ 
Fh 


fl 



O 




cj 




o 




























03 


03 

CO 


OJ 




03 


03 


-r 




-f 


ii 






'Z 
a 


OJ 




X 




O 


•s 


















* 


> 


> 






> 


> 


> > 


' 


>> 


>> 


c! 


03 


03 




03 


03 


"0 






o 1 


d 




r 


03 


et 


e! 




03 


03 


§ 


s 




s 




S 


3 


5 




% 


^ 


5 




^ 


: § 






< 


> 




■^ 




§ 





400 



City Document No. 26. 



o o 



©■* 

<N<N 

OlO 

CON 
CM IN 

a jS 

1-5 <! 



«"2 



i>r- to 

i-lrt Ol 
OO 00 



co iocs m t- o oo 

tH rHrt O •-■ © i-C 



<g\ 



oo> 



i-H H rH 00 



IN© © IN 



i-i.a 



g 

o 



c 
E 

0» 

> 

CO 

a 



o 
o 

E 

be 
c 
'> 

CS 

E 



.28 



S 03 









03 



ID 



flj e3 c 
<u M 



s & 



a 

:a 
>>o 

cSCQ 

n- 

0+3.Q 

.Sm'3 
« B J 

O £ 






»* s 



"SO 



fi'S 



5 fl 
•9-S 



is 3 



SfQ<J O oo<Jpq i> 



£ M 


c 




vO 


ft 




+3 








II 


id 




is* 




is 




"So 




03+3 
3 03 


a 




« Q 


43 




t~ 




^ 


c 










n< 


•+3 


rn 


+3=8 


K 












^j2 


03 

-1 


-= 




2 

03 




St 




o t-> 


Is 


£« 


s 


X 


^fe 


00 


pq 




t- 


-1 



j^ p. 
"£ s 

-go 

P « 
2 



>>5 

O 



£ 3~ 



.20 

£ >> 
."S.D 

3 -a 

si! 



ID <p 
-C OJ 

SP 

Op 
P< 



H « H 



P 2 



*" 03 



- c 
P£ 


« 


< 


•" <d 

a a 


o'* 






"3^ 


+= <0 


-M 




«2 

a 




t4 

03 

3 




OQ 


o 1 


°3 









i~ 


0. 


"c 


> "£ 


c 


V 



CQ *^ 



m m 



9 w w 






S § § S S 



Public Woeks Depaktment. 



401 





r^ 


o 






i-H 


-f 


10 


OS 




00 


CD 




to 


CD 












o 






Pi 


OS 












o 




OS 


cs 


as 


os 


os 


os 


C- 


oo 


oo 


as 


C3 


as 


as 


OS 


OS 


00 



lO r-t IB 

r-< r-f OS 



CD t-I rt 



■J j£ 



.3 Q 



•c f 



m >> m o 

O 5 » co 



-qCj -e >> 



m hJ 



*=H CO 



o a 


3 a 
o o 


<£"£ 
a> o 

Ahj3 








T3 03 


•*= 3 

° 2 


oQ 


rt 


»*-. CO 

_, a 


0) OQ 

IS 


°T3 


■g'-s 


•u — 




.2* 


+3 c- 

os a 




■+3 


b> a> 
"SO 


-M =3 


(H — 


0) >> 


as 




E.Q 


a 




0) cs 


grn 


c i-i 


~-° 



£s 



•"■s >. 



"o3 S ° 

SS | 

-*^^ co 
£* § 

2 H H # 



rS" <* 


HI 


W c3 


C 


U- ft 


H 


°s 


o 


A o 




to 






OS 


a c 




CO j* 

coi 3 


.2-3 


CM -f 


ft" 


° 2 


«a 


CB«< 


.« CO 


we 

"Epq 


as >> 

0),Q 



r? o 



> . 




0! ►, 


S3 os 


<Ȥ 




K"S 


^ ft 
HP 


*>S 


o o 


B<5 



O 2 



o 

so 



*6 



D 1 ft 

"4§ 






5« «► 

















































>> 

H 


M 


t* 


















> 


ft 


















































3 






c 


i- 


If 


'g 


a 


*> 


> - 

> s 


& 


ft 


ft 



Q £ 



1 1 13 9 



s 5 



s s 



402 



City Document No. 26. 



s z 



<££ 



.-I O i-i 



O i-H i-H i-H 



~.S 



u 



5 £ £ £ pq 



£ O 



O pq 



o 
o 

E 

C 

'? 

es 

E 



i> a 

° a 



»2 
"o a 



g a 



< «J 



M O 



X 



a a 

■as 

C C 

» S 
o ffio 

3 -P <D 

O oi-o 

ID ;J m F 

^aosfe 
o t--" 

S3 

1-1 



3 <u o 



03 **H 



•p fcl 
<p a) 



£ J 



.§ s 






"8 § 





H >, 


">? 


M O 


° a 




O C 


X H 


U H 




03 O 


-P o 


03 o 


OJQ 


SO 


o 3 


OJ o3 


-P o 




*-".C 




i-H P. 





3^ 






k! w 

£ J 



Mb 



so 















""X 








05 ft 


o . 


— 

p 

a) 

PQ 




■" a 
■£ ° 

>- o 
"Sen 


a) o 
SO 






5 >> 


■S ^ 






-2-° 




s 




bCC 


HrP 




C 'o3 


£ 03 


> 




°Ph 


03 
3 

a 


B 


■sja 

-p a 


"83 

a> ft 








p 


a 








pi 


Z* 


• 03 


u 





® 2 


^ 


«« 


«! 




t> 


w 



. : : : . : a 

^ ^ ^ ^ ^ ^ . & 

U U Pi h tnt-. £ 



a a « 



s § 



Public Works Department. 



403 



IN SO (N 



O rt iH 





































t~ 


CO 


Si 


OS 


OS 


o 






on 


OS 




o 


OJ. 


SO 


so 


SO 


OS 






o 










o 










o 










00 


OS 


- 


OS 


OS 


OS 


OS 


a^ 


CS 


OS 


os 


OS 


OS 


00 


00 


oo 


OS 



.-I 00 — < 



CO l-H 



a 
«6 



■S-5 

03 53 



o< 



■M a 



Bfi O _Q 



o 




3 


=>"£ 


13 

as . 
> >> 








CO 3 

fl ° 

o9 


S^ 


o=3 


ffi£ 


a g 


"o-y 


*S"3 


43 £ 


a o 


n'3 


^§ 


an 


8 >s 


*3 


2-Q 



£ a ** >> -s 

3 < 2 £ 



Q Q 



2 S 

§ 3 






w < 



£ £ 5 > 






.a .2 
.15 -a 

.15 s 

03 •« 
03 



J* ^3 



as § 
cJjO 


> 


T3 • 

■g,M 




"C en 


o fl 


0-° 


2^ 


3.3 


MB, 

.as 

H 


a; fl 

-3 03 


S- s 


OH 




-a c« 
903 



25 ® ;£ 



Q >? 



"SO 



7? >> .<»*< 



OB -5 o O 

«6 -s m -s& 
^ s£ la 



as- 
■sg 



^ "3 
4 H 



W o 



fl fl 



s s 



s s § 



404 



City Document No. 26. 



I- 

P to 
o3 H 

of 3. 

OH 



» 3 



r-l O ^H ^ 

Oi OS Oi o 









O 
O 

E 

be 

c 

"> 

E 



t/3 

c 



•^ .a 



-2 O 



|J ^ ^ 



£ i* 



a >> 



3g PQ 



,fl 

a 

S3 



a £ 



I 



J 

2 



m s 



3 

2 



03O 



"a 



sa 



~ a "2 a 



- d» 



IS 



(1« 


Sfr 




m e3 

a a 


_C-3 




ri O 




SO 


W 


02 



<D g 

WO ^O 

o £ u g 

■^ S o S 

•^^ ^^ 
So 

Is 

a> -S 

< 



o o 

m pq 

o 



"5 <* 

aa 

-B o 

03^ 

Q£ 



<D a 
oO 



_ ;>> 

2 <=• 
ta a 
?S 

03 O 

8 -S3 

^ . a> o 

-£ *m 

* s 

H O 

'So 

*• s 

Sp3 
■is d 



■S3 

S3 <g in 



pq 



JOT yj TO (^ 



w 









"e 


'p 




a 


a 


a 


a 


a 


a 



& & 



55 55 55 55 



Public Works Department. 



405 



II 3 





so 


■* 


cn 


cm 




CO 


coco 


■*■«( 


(35 


Ol 


00 


lO 










o 
















o 


o 


oa 


as 


o 


a> 


o> 


OS 


OC5 


OJO 


OJ 


oa 


o 


o 



CO i-l tH 



«^o 

te ° • 



"2 a 
"So 

CD 

a If 
■si 



C0£ 



03 J5 '* a 



73 a >> 






E.Q »■ 



a . 

Pi c 



2-2 -oS 



re P 


S M 


.S& 


a) . 


03 :>. 


K o 


OT) 


<~.Q 


1^3 




IS 


2 * 




^ * 



s £? 



s^ s.o »3 



2 >, -n 

~§ •* 

to 2 o 

OJ O. cj 

oO 






£5 



*> a 

0) £ H t- !J3 



;s <2£ § § 8 m a« 



.5,73 



.2 • d 



§Qo 



I- 

« -fi 



.2 "3 «> 

00 "^ •«" - 

t-PQpH 



.9 £* 



10 73 >> 

fi 3 S 



GO 



RE.fi 



0) CD-3 



Vizi's 

Z MO 

°oQ 

M .2 

"2 a 3 
°Q~ . 

a> O S cj 

^ d 8 ft 



.5 3 

■a "2 

c3°<3 



o <u 

■sz; 

S3 u 

% o 
'z a 

J"3 



£>; 






=3 6 

a 3 

II 

a> • 
^§ 

.a 
-* P 

O 03 



ft 



5§ 

to ss 



0)2 cj o ' 



PQ 



PRO) 

■w-5 

<dt3"o 

"-Spq 



g ft 





^ 


'ti 


a 







Q -3 



S tf 



3 >> 



n o ^ w 

^ ^ ^ ^ 

CD O d) ffl 

S: Z •z, £ 



2 ^ 



406 



City Document No. 26. 



u 



bC 

g 

r 





j 




o 














co 










co 










c-i 




tN 














<N 


CNcN 


CNtN 


tN 






>) . 


o> 




OS 














a. 


osa- 


OHO- 


OS 






































a 8 
































03." 


X 




(N 














a 


oo oc 


00 0C 


-* 






i& 






CN 














^ 


(N CN 


CMCN 


CN 






o« 


o 




C 

o 














c 

03 
i-s 


> > 

o c 


> > 

o c 

£2 


c3 

0) 










co 




to 


CD 


CO 


^ 




lO 




t» 


OCC 


COCO 


oo 


t^ 


•* 


§"9 








O 


o 






o 














o 


"'3 


03 




OS 


- 


OS 


OS 




OS 




OS 


O>0 


OS o 


OS 


OS 


C3 


!*fJ 
































- 05 m 

<3& 


co 




o 


t- 


■* 


o 




00 




t» 


COtJ- 


■*c<- 


CN 


o 


o 


o 




ot 




CO 


t- 




Tt< 




■* 




t^Tt 


lO 


r~ 




*# 




ec 


CN 




cq 




CO 










oc 




OS 






^ 


rt " 




CO 














s 


rt " 




































5"£ 


































«5 




00 


in 


OS 


-< 




o 






t^ 


t^ 


I> 


CO 


o 


bo ai 


X 




o 


co 




OS 




1- 








^ 


CO 


OS 


lO 


gpH 


■* 




•^ 


<N 




00 




CO 










CN 


fH 


^< 


>-i.S 


























co 








a 
O 




> 

o 


a 

o 
O 


bO 

c3 


— 
o 
o 




Fh 
O) 

ol 














H3 


■a 

o 
o 


"3 




'5 




o 

p 

a 

a 

1-3 

> 
-2 


Fh 
0) 

J3 

H^ 
O 

Fh 


Ph 

"3 
ft 


oi 

a 

01 

!> 
S3 

HJ 

1 
5 

03 




PQ 

*C3 




3 




a 

03 
ft 


• PC 

a a 

03 g 


a 
Ph 


Fh 
CD 

3 




"a 




PQ 
c 

1-H 


< 

FH 

01 
-O 
Fh 

03 
PQ 




pj 








a 

o 
O 


3 * 

m > 


6 

a 

a 


PQ 
>, 




P 




'3 
h3 




a 


"3 

ft 




-z 
u 

-i 




Fh 
01 


2 xi 


F* 
O 


"2 
'3 




c 






>■ 


i>> 


a 


03 




2 

Fh 


>>o 

Hi 3pq Spq 
% ft rt ft- 

|a§ aS .2 

-got. OS- JS 
aOS 3 S 

|e£ E^ h? 

^pq 3 PQ os -g 

"*~ Is • § is 

"8 £ ■ "S fci • ™ 

li>o3 lt?l & 


CD 




'(-1 


m 
«! 

a 

s 
o 

a 
o 

+3 
-*J 

01 

a 

> 
*h 


>> 

n 

o3 

P. 


"3 73 

-a i 

co M 
o3 

03 .3 

i! 

PQ 

03 hj. 

2 a 

03 ?5 


-O 

'3 

+j 

"3 
,a 

ft 

03 

tj 

03 

-0 

'S 
H 

=3 
fl 

01 

> 


q o3 

J3 ° 
■t3 ft 

O O 

CO 

H-» 0J 

os^ 

-SO 
1< 

hjO! 


T3 

03 

— 

'3 

-^ 

a 
o 

ti 
3 


>> 

a 

03 


OJ 

pq 
> 

'5 

c 
: 

— 

: 


03 
O 

o 

HJ 

Fh 
01 

> . 

•go 

CD m 


"3 
ft 

03 

-a 

03 

12 

!s 

H 

0) 




a 

o 

O 

| 


2 

c 
C 


o 

c 


c 
o 

s 


■a 

a 

Fh 

^H 

>> 


1! 

oU 

§| 

0) 03 

^^ 
*£ 

3 03 
B rv 
03 ■< 




e 


a >, 3 h- >, a o 

o3J2 bO -g^3 bO g 
Fh ^ O n S o +- 




i 

"3 k - 






c 




s 

s 



O 


c 

C 

i 




'o 
o 


03 

■9 o 


J3 03 


H> 

> 


^ .^j -g .^ £ 




8a 

CD 




t: 


F- 


a 


a 3 S 


o 

c 


O 

3 


a 


3ftt, B flh 6tc3 cu 
o«S § g ^ r2ft -d j 


j 




H- 

F- 
C 


fh 
■p 


> 




c 


3 O o 

ft ^o 


I 


: ^ 


sas -Sas a 


o |3 






!z 




«: 


iz 


< 




aa 




< 


t^<ffi Ph^PQ c 


w 


w 
























^ 


"T? 




















•£■ 


'ri- 




'Fh* 




c 


- & 

o 


ft 
o 








■§■ 




*• 




F- 




ft 
o 


ft 
o 




ft 

o 






H g 


ft 


c 


'e 

O 


ft 
O 


03 




c 
- 





C 


c 


Fh 
ft 

a 


a 




Fh 

ft 

'3 




F- 
P 
> 


H ^ 

? s 




H- 

_b 

PC 




ft 

'0 




c 




C 


(- 
























e 




e 


c 


■ H-> 


-»i 




43 






_F- 


g 


a 


CD 


-g 


« 








> 


















c 


CD 


CD 




c 




1 
c 






"m 




1 






e 
o 


a 
o 




1 


Fh 




F- 




+ 




£3 


A 




^ 




c. 






r 

c 
t 
s 



PC 


O 

03 
CD 

PQ 


Ol 










t- 


O 


p 




o 




C 


CO 




a 




> 

P 


' 


p 




E 


ft 

a 

03 

J3 


1 
03 




a 
2 

03 




E 

— 


T3 


a 

< 


3 









G 

£ 


^ 






5 


A 


x 


.a 


J3 














HJ 




H- 














































c 




c 


c 


O 


O 




O 




e 


o 


o 


c 


O 


O 




I iz 




lz 


12 


& 


% 




■A 




lz 


^ 




lz; 




S? 


lz; 




i? 



Public Works Department. 



407 



<Nc\ 














CM 


•* 
























■* 




INCH 














(N 


CN 






















CN 


c>o 












O 


o 






















o 
















1-1 


1-1 






















1-1 


Sf-<j 














co 


oT 






















oT 


<N(M 












































bb be 

3 3 
« 












o 
























C3 


l>t- 


-* 




IO 




r- 




t^ 


OS Ci 






CD 


CO CD 


>o 


O OS r-i 








oa 




33 






rH O 


o 




os 




o 


o 








30 




x> 




o> 


O 05 


OS 


a oo 


O 00 


ca 


d Ci O 


lT>iT 


co 








CD 




oo 


S3 *- 


Ol 


c 


as 


Tj 


^ 


w 


--I CO "* 


CO -* 


t~- 




CD 




1- 




Ol 


or 






■« 


CO 




CO 




ffi o o 


<N<M 


o> 








■* 




o 




OJ 








oo 




CM 




lO IH CM 


** 






rH 


















































































co 


ffl 




rf 




-# 




tH 


00 W 


00 


c 


,_l 


i-l C3 


>o 


CN O CN 


>o 










s. 




CO 


C-) o 






>H C 




IN 




"O CO CO 


■* 


CN 




"3 








■* 




co 








c-> 




co 












»' 




"3 




a 




N 




: -a 


a 




a 




>. 




-§ 1 i 






13 

3 




'3 




co 




13 
3 

a 


ft 




o 
PQ 




o 

o 

PQ 




42 
"5 

"3 


a 

03 

ft 

6 
o 
U 




> 

c 

r 
C 

B 


73 
i o 




"3 

43 
a 




CD 
CD 




cu 

pq 
>> 

4= 

"2 


S 4ij 

° s 

^ 

- TS 

1 § 
CD CD 


>> 

'3 


> 

F- 
4= 


>> 

42 
1 T3 

'3 
►q 




"3 

4= 
ft 


Q CD -g 
CD . O 

6 £ O 

03 — 
t-9 13 03 




O 


s 




03 
— 

H 

CD 
Fh 




Fh 
43 




'3 


« 


C 

c 


^ 


> 


03 
- 4=S 


CD 
43 
O 


-a <d 


> 

c 

C 

£ 
c 
O 


4= 

c 

? 


cd 

M 

IS 

*Fh 

s 

03 

o 

o 






03 
43 

o 

41 

Fh 

% 


>> 

a 

03 
ft 
S 

o 

'J 


"3 

43 
ft 

03 
o 
CD 


PQ S 
>> Ph 

40 

C3 CD • 
J CD >■ 

*" J- ft 


43 

ft 

03 

O 
Fh 

a 

03 


a 

EC 

> 

42 
■C 

'5 


"3 
S 

o 

Fh 

13 


- 
a 

43 

c 

p 

CC 

a 

£ 

ct 


§ 
F-i 

a 
.5 

"o 

CO 


Fh 

pq 
a 

CD 
Fh 
Fh 
=3 

►* 
>> 


•3 ^ O 

§ 43 

° a - 3 

42 3 i-q 


£42 


3 


Fh 
CD 
XI 

o 

Id 


>> 

c 

03 

s 


M 

a 
> 

03 
In 

3 

0, 


5 


"3 
ft 


^ 


*3 3 S 

43 03 O 
g, PhO 


■J. 




4i 


2 


> 

- 


1 1 


-2' 

"3 
'3 


c 
c 
& 
a 


c ° 


PC'S 

(U « 
O Fh 
Fh ^ r/1 

£^ " 

3 L 

4) -" 




- 


43 


C 




03 +. 


M 






c 


oo 


~ 






i-q 


c 




Si 


T3 
id 

o 

Fh 
"a 

s 

2 


ft 

E 


M 

g 

w 

=3 

w 

3 

D 
J 


- 

"o 

3 
o 

CD 
CD 

CO 




s 

o 

£ 

1 
J 


< 

c 
c 

o 

- 

■d 

r, 
-1 


a 
o 

03 

W 
o 

Lh 
O 

03 
CD 


o CO S 

N Oh 

< -s § 

. ? £ 
■£ ^^ 

CD -£T3 
^ S ° 

to >£ ° 

3 -tfP^ 

'-S ° s 


£ 
a 
> 
s 

■ 

4= 

c 

G 



S3 

- 




42 
4<( 

c 


1 

Fh 

Fh 
CD 

■s 

03 . 
vS >> 
^g 

O ft 


'o 

C 

5 


S 

3 

a . 

o3 3 

s! 

^^ 

CD -^ 

£"3 


CD 
+3 

"5 

CD 
CD 

Fh 


fn "3 44 

43 ° 

:>, ft >" 

4t? 2 42 

Fh 03 

CD jJ 
43 ° o 
*^ u § 

§ < A 

CD 

CD h-> hJ 

- • 3 
(N CD 3 


+3 +5,c 


O 
.3 


O 


"S 


■^ 


'o 


a 




C 
PC 






? 


5 
o 


a 
> 
c* 

o 

£ 
r 

< 




a 


-£343 

co a 


Fh 
CD 


C 




> 

03 


K "3'i- 
CO 43 43 

111 

c3 O O 


^Ph 
Fh" 

■S3 

0) 03 

CO 
CO 


f- o 

s 3 

£>. 
a 43 

co 


43 
O 

a 

CD 
CD 

CD 


03 
id 

5 


CD $ 

o 


"o " 
CD 4: 
2 E 

'S c 

•* E 

o 4= 

03 K 


CD 


c 

T 

c 
cc 


"3 
% 
< 


go 

g43 


c 

F- 
O 

V 
< 


|g 
ipq 


ID 

43 
o 

O 

Q 


+. 

c 
a 

F- 
4^ 

i 


'- 
— 

c 
PC 

< 


>> -3 ^ 

5 <» 5 

ft eft 

S . S 
o O o 

< 
































































'Zi 1 
























3 

o 










Fh 


c 








ID 




(D 
































cd 


o 




c- 




ft 




ft 
































Pi 






o 




o 




o 


































o 


43 




Fh 




Fh 




































Fh 

ft 
>> 


'(4* 
« 

O 




ft 




ft 

'c 




ft 


a 


Fh 




Fh 

= 

42 




a 

4= 


'in' 
CD 

ft 
o 

Fh 
ft 
>> 


a 

c 
o 


t 

c 


H 


pq 
o 

CO 


a 
- 
z 


'Z 
a 

a 


a 




fh 




CD 

Fh 


' 


<D 




t~, 




c 

PC 




- 




C 


'a 


o 


> 


H 


CD 


> 


'c 


o 

o 


to 


■p 

C3 




g 




C 




£2 




a 









a 


CD 


a 


-1- 

'Z 




Fh 


't 


c 


P 


o 


> 

3 




'S 

03 




"8 




3 

-a 


a 

t- 


1 




a 

F- 




03 

- 


Fh 


F; 






Fh 
O 


a 

a. 




<D 


o 

43 






43 




s 




c 


> 

5 




> 

CC 




% 


43 


O 
O 




4- 

c 

Z 




42 
3 

w 


a 


Fh 


Fh 


O 


o 




O 









Fh 

o 


c 


c 




C 




o 


Lh 

O 


A 




■c 


,^ 


z 


a 


£ 




£ 




£ 




^ 




fc 


2 


Z 




X 




Iz; 


!? 




C 




z 


3 


- 


O 





408 



City Document No. 26. 



o 



C 
'> 

E 



<f) 











■* 


,_; 




-f 










o 






^ 






















CM 


<N 




C! 








<N 






CM 










>> . 








OS 


OS 




O 








OS 






OS 
















































C> 






































cj H 








CN 


t^ 












to 






00 










S'& 








rH 














^ 






(N 










o« 








bi 
3 
<1 






o 








fa 






O 












CO 




■* 


OS 


to 




OS 


00 




OS 


m 


t-~ 




to 


to 




T»<in 


t~- 


03 "O 


C 


















o 










o 






O 




OS 




OS 


OS 


OS 




O! 


OS 




00 


CV 


OS 




OS 


OS 




asa- 


OS 






































41 ™ 


co 




f 




to 






I> 




oo 


OS 


■* 




CO 


eo 




lOC 


r^ 


-* 






K 


o 






>o 




o 


CM 


CO 




>0 


OS 




i-ios 


OS 


q 








« 










q 




t^ 






IN 




1^.(M 




,d*> 






































■f „ «> 


TH 






O 


"* 




I> 


t^ 




00 


00 


m 




SO 


CM 




C CM 


CM 


bD OS 


os 














CM 




1> 










or 




O 


00 


act. 


■* 








00 










Th 




■* 












CO 




















































































til 

p 

o 

03 

Fh 

p 


1 

p 
as 

u 




N 

OS 

3 

s 

as 


> 

'S 




'3 


c 
c 

F; 


'a 
c 

S 




ft c 

O F-H 




*2 
'3 

i-l 

Ah 


■0 

O 

e 










O 

O 

OS 


> 




pq 


"5 

^3 




"3 
'a 

03 


P 

o 
O 


R 

T 
03 
o 
03 




o 



c 


-4-5 

as 




O 

13 


9 

bO 

Ah 

as 


03 

1 

13 


>■ 
a 
oS 

< 
c 

a 
& 

<D 

OS 

t> 

o 


>> 

2 
03 
P, 


> 

a 

pq 

c 
~ 
o 

> 

-a 

T 

"S 


o 

fti 

"S 

oi 

a 

n: 


'3 
1-1 

*j 

C3 
,fa 
ft 
03 

"Si 

6 

fa 

a 


'S 

k! 

■a 

oi 

rO 

S 

T3 
o! 
o: 


ft 
03 
o 
as 

fa 
fa 
as 

s 

a 

o 

"u 
03 

w 


o 
O 
Fh 

"as 

as 
BQ 

s-= 
as 
as 

Fh 

01 

>1 

fa 

03 


p 

c 

F- 
O 

> 

^2 
T 

"5 

K-l 
OS 

c 

S 


■g ft 

as fa 
i3 o 

»o 

x fa 

2.2 

as +3 

62 ° 

o+3 
£ fa 

go 

H1.-H 

HJ 03 

^0 


'4- 
= 

C 

o 

C 

c. 

C 
as 
O 
> 
X> 
T 

'3 
1-2 


Fh 

as 
.as 

3 fa 
62 S 

OH ft 

°a 

+j O 

SO 

F* bD 

*) fa 
as'C 
as g 

Ohj 

M 73 

OJ3 


O . 03 sT 

%\ s| 

. p, 

.3 ■ -p a 
• . -p w. 

H-5 OS tD 

as ; fa 

£ >. o'P 

;« w2 

g P, OS 
O S «S Fh 

■p "3 osfLi 
oi 

">.0 feTJ 

«» i 

i> a 




-p fa 

as o 
faO 

?B 

> OS 

c3jd 

fat] 

O Fh 

.am 


h2 


Ct 
J 


G 




p 


"c 




o 

as 

fa 


O 

o 

> 


c 


a 
>> 


7a ^ 

ft g 


ft 
< 


fa | 
gft 

8^ 

oi 
■p 0; 

0SCC 
Fh^ 


ro o3 




IS 

— 

2 


03 

CD 
P 
O 
H 


a 
o 
o 
Q 


>> 

a 

S3 

ft 
= 


a 

< 


as 
+^ 

CM 


fa 


a 

!> 

03 

Fh a) 

03 ° 


p 


as 

as 

Fh 
-P 

as 


'3 
h-1 


s 
a; 

< 


F; 

c 

p 


Fh 

o3 
« 


PICO 

h2-U 
m as 

P2t3 




n 

n 

c 


fa 

as 


a 

F- 


8 
1 


o 


O 

O 

fa 



'-+3 


as 
as 


C 

■P 
p 

>> > 


ft 

2 
o 
O 


a 

F; 


03 -P 

«s^3 

«H ft 

• ° 8 


0J 
3 
C 

as 
> 

03 


c 


^2 

'o3 
h2 


oja 

Ihl 




c „h 
as 03 
*£>-2 


H- 


e 
as 

O 


ft t| 

o So 


c 

B 
O 
O 


a o3 

O F* 

o i 


T3 

3 

s 


M OS 
03 pi 

as S 

•Phi 

0) >> 
<~£1 


2 

p 
a. 

■p 


fa 1° 
a 1 

O oj 

O jo 


03 

as 


a ffi 
ft as 


7a 

ft 

as 

03 


5 'S *= j 

Oh, 03^1 
■gh OS OS 

0^ °3 




l> 




< 


< 


£ 




< 


n 




<M 


<) 


oo 




^ 






P2 


** 










"> 


> a 










































f- 


* 


































m 
El 


a 
C 
c 

F- 

e 


1 
1 


F- 
X 


i 

k 

i c 

- 

H>= 


j 


p 


*> 

X 


a 

: I 




OS 

ft 
o 
u 

ft 


a 
C 
c 
t- 
c 
> 

a. 


0. 

• g 


i 
i 


a 

H- 

„2 


1 

i 


' 


a 
C 
c 


1 


a 

c 
c 
t- 


1 


« 
Eh 
CO 


> 

'Z 

F- 
+: 

tt 
t 




c 
ft 

c 
F. 

T 
F- 


3- 
a 

r 




a 
tc 

•e 
t- 
s 




c 

a 
(■ 

(/ 

C 

c 


> 

4- 

a 

i 


1 


'q 

OS 
Fh 

o 
tj) 


" 1 
-*- 

a 
a 




c 
(- 

c 

c 

E- 

ct 
c 

> 

1 


c 

E 

a 

i< a 

» £ 




ft 

>> 

as 
03 

fa 

cr 

as 


ft 

>. 

'0 

as 

o3 

a" 
as 




'a 












tsi 

a 


5 1 




c= 




c 




T 


E 




Af 


^ 




c 




F- 


Fh 


F. 




F- 














"5 


7- 




03 


03 




C 




c 


o 


c 




z 


c 




_c 




C 


C 




p. 


P- 




P- 




ft, 





Public Works Department. 



409 



> > 

o o 

£2 



IN 


m 


oo 


co 


OS 


<N 


<c 


OS 


t- 


CO to 


oo 


o 






































OS 


os 


OS 


os 


OS 


OS 


OS 


OS 


OS 


OS OS 


oo 


OS 


OS 


OS 


Oi 








°pq 








c3 -*j 






as E. 


k* 


CO 03 


«£ 03 


OX! 










r^ 


pq 


t> 



? ffl 

a 
■a s 

pq 



tf .£? 



J5 S 



410 



City Document No. 26. 



03 "3 

®'3 






j.a 



O iH — I 



.a 

c 
c 

O 



c 

a 

E 

« 



o 
o 

E 

M 

C 

1 
E 



U3 

tfa 

c 



03 >, 


s 


a fl 


o « 
+> ft 


< . 




a 


m u 


■SB- 








h o 

■So 


3B 


ss 


o ^ 





12 ~ 



a .s 



«2 >, 






ft 


T3 
03 

03 

£ 


c 03 

"S a 

03 S 


a> 




03 

03 

13 


ISO 


1 






o 


£ fco 




H 


-1-3 




ri) 


















-uPl, 




>> 




pq 


»+; 


-^ 








h 03 


0J 


p, 


™ 


-M 


k, ft 


+j 


o 


>> . 


oa o3 


>< 

2 fn 


s 


U 


03 a 


C oj 
03 o 


13 


c3 


CO 03 


flP 


rt 03 


ou 


ft 


-*■ s 


fcS 


03 


<1 

a 
o 


SO 
is m 

to C 


.3 M 




3Q 

o 


O 03 


^2 


£-i 


a> 


pq 




PQ 


o 


w 




hQ 


< 



-Q 


S-a 






Ti 


d-a 










hJ 


3hJ 




a 








fciii 








«"S 


3 


>H § 


PQ 


-2^ 



•is o 



rtO 






£~ 



■-i a 
o.2 

* -I 

03 <U 

ft HtJ 



a 

is . 

c o3 a 

B^2 o3 

H>-3 



°^§ 



H « 



I a 

HO 



3°8 S§ 



Ol -M 



So 

O m 

*> tag 

"S« 



O ^Q o 

s •" o" OJ 





o-^ 


CO . 


■2-b 


rz^ 


"3 >i 


o5 <" 


■« C3 
°hQ 


o © 


>H o 


-C 




tSQ 


5-P 


a>Q 


38 


fc'S 


+3 oj 


Ss 


o ft 


*3 


s^ 


•S * 


.TJi-5 


£ 


■H 


^ 



QJ ^ r-- 



Public Works Department. 



411 



IN <-l rt 



Z Z 



o 


r- 




<N 


oo 


t^ 


lO 


cs 


Cs 


o 


CS 


CO 


>o 


SO 




OS 


CM 




































O! 


as 


00 


OS 


o 


CS 


OS 


OS 


OS 


OS 


OS 


OS 


oo 


00 


CS 


OS 





i-H O t- 



rt iH i-H C-l 



i-i CN CI 



° -3 *> 



rt 03 



>> £ 



hi >s -a 



H "3 



u o3 



— O -{J 
c3'-3 Hh 



3 Eh 



« +5 



X, o 
o « 



SO 



•s d 
osO 



O >> 



oo a 



W< 



3 £ 



SO 


o 


X"S 


u 


„*£ 


r - 


J a 


a 


d o> 


c 


03 >> 


DO 

>> 


W-" 


P>H 


>S 


o 






£^ 






a> 






hS 


43 








CS 




•3 


Z 


c 



"^2 

O g "D 



glise 
■s8 2 o 



O e3 O 03 



go 



o> P. 

as 



d § «3 



O £ 



«> a 

$ o 

go 


S — 


►5 ft 

" o 


2 w> 

.5 

o>Pl, 


i-H 03 

0_d 

to" 

- - 

■s 5 

S-f 3 


^O 

t, ° 

oO 
d . 


""S 


-gQ 


o3< 


O o3 


^ 


BO. 


a>°3 




■C.C 




O o 


03.-3 

&3 




^5 "-i 
o c3 


01 o 


«P3 


o 


^h 


0) >> 




<" >1 


is-" 




,«na 


^-o 


0),d 


o^ 


ST* 


0) 03 


» 



!-, O 

so 



2<1 
O 



*? 


a 

C 

c 


: 1 


- 1 


= 

1 


1 




- 





c 
c 


t- 

- 

- - 


1 


*u 


"c 


- "h 



■y ¥ 



£ 



£- "CO 



P4 CU 



412 



City Document No. 26. 



o 



M 

,E 
'> 

ed 

r 















"* 








co 






















■* 














CM 








CM 




















<N 


>1 . 










a 








C3> 




















a> 


"^ CO 








































a <u 








































oS.J- 










CO 








00" 




















<N 












e 




























g 












Q 


























<J 




]> 




« 


t-~ 


- 




K 


SO 


oo 


r^ 


CO 




in 




o 








O 


Sx! 


OO 






o 








o 




o 


o 




o 




o 




o 






^"3 


00 




~i 


OS 


5 




- 


c. 


CD 


C3 


O! 




oc 




— 




- 




C35 


Sm^ 










































lO 




oc 


oo 






C 


CD 


lO 


IC 


CO 




-p 




t^ 




O 




00 


t- 






CM 


5 




IT 


co 




CM 


<N 




CO 




m 




<* 






J3 CT 03 














cy 








CM 




co 




-f 










** 






































■+J CD 


<N 




iH 


f~ 


00 




- 


o 




CO 


■* 




-» 




00 




10 




^ 


be Q) 


t- 






co 






CM 






co 


CO 




00 




o 












lO 












cc 








1-1 




CI 




iH 


















































X 

'3 
i-l 




O 

I * 


"5 

Fh 

H-3 

c 

6 




> 


a a, 

oj T! 

» & s 


< 


5 




a 
s 




c 

B 




X2 

"2 
■3 

H 


s 

03 

-a 

03 




-* 




X! 


>> 


>> 




a 


PI 


>> 

J2 


>, 






;= 








a. 




,d 

ft 
03 


x 

'3 


x) 

'3 
h1 


x 

'5 




c 

R 


c 


^ 03 

13 i-l 


Xi 
■s 




— 




a 




"3 
,d 
C, 


A! 

CD 
ft 




T3 






^ 




i- 






% 1 






CJ 




OJ 









O 




3 




c 


"3 






— 
> 

"5 


, x 




"d 






> 

O 




+: 




^< 












2 

XI 

c 


xi 
ft 

08 




X 




'5 
h1 


"a 

cs 


ft 

3 


12 




C 
a 

tr 


>> 

d 

03 


s 

3 

"3 






Fh 

d 

r 




03 
is 

Fh 
O 











a> 


2 

e 
X 
B 
c 
e 

B 




+= 


X 


CD 


"= 




c 


X 








mits. 


+3 
111 


>> 

1 
a 
5 
o 
O 
em 


* a 
.a ■< 

XJ 




c 
IE 


1 £ 

N o: 
0) c 
13 £ 


< 

§ 


a 
a 

a 




a 


ft 
§ 

o 


c 

c 
a 




X 




;°s 

SO 


8 


03 


Fh 






s 


E 




h 






co 


a 




d 






d M 


3 




_fl 


'3 


X 

c 

c 

a 




| 


•i- 


'3 


a 







CO 


U 


03 

J3 


! 








c 
x! 


- 
X 


>> 

d 

c3 


< 


4- 

a 


3 

pq 


ft 

m >, 

03 d 

03 


> 
c 




o 

+3 

a 


o 
o 


c 

a 

a 


CD 
CD 


"o 
X 

c 


d 

03 

ft 

2 

O 

1 
a 
<^ 

d 





P5 


•2 § 

I— 1 M 

g 




d n 
° - > 

1:0 si 

CD +i 

Is 

CO o3 

.a* 


"S 5 

> 3 

cd ^ 

a d * 
o oft 

oS o o 

f-. -»-= f-. -H 
cd o cdxi 

opq o^ 

0) f) CD jj 


03 

.2 >, 

s « 

S i 

o 

+>o 

CD 

£ d 
£.2 

CO +3 

as 

to 


E 

f- 

a: 

P 

s 

C 
4- 

K 

C 
F- 

c: 

IS 

I 


d +• 
1 < 

§ +: 

S fc 

o . 

°« 1 

CD S ffi 

rS a £ 

so 


a 

< 

c 
d cs 

o ft 

«fl 
o o 

fflO 

3 CDX) 

I 6? 


O 
-|J 

+3 . 

CD >. 

CO ft 

tl 
SO 
r 9 « 
°fe 
d£ 

03 w 


CD 
> 
O 

c 
d 

tr 
"5 
-*^ 

1 

a. 


>. 

'3 
I-l 

rd 

ft 

03 
O 


+3 " 
gl 

03^ 
WxJ 
O * 

■s 

CD 

^S 

+» 03 
cdj3 

^& 
CO c3 


1 


a 


S CD 

m O 

«£ 

dx! 

°—. 
012 

"St-^i 
>> 

cJ • 
O § 




a 




« 


ffl 


<! 




c 


w 


< 


m 


a 




o- 




O 








<! 






















r 


e 


' 


















■> 






^ 




F- 


"d 






H- 




c 


o 

"cfi 






f- 








^ 




3 

XI 




a 














> 






a 




a 








a 








c 


i 


c 


■, g 


^ 




j: 


1 


| 


pq 


e 
c 


i 


c 


1 


C 


i 


c 
c 


1 



Pi 


H 


u 








>< 

c 






,£ 


>- 




F- 




t- 








t- 




H 

IS 
H 
EC 


> 

+■ 


i 


> 




c 

i: 


J 




03 


p 
> 

-1- 


i 


> 


1 


P 

> 

■+- 

'Z 


i 


> 


1 


CD 
















■4- 


+■ 
























+. 






^, 


+. 




c 


a 


c 


CD 
CD 


-1- 








-*- 








-*-> 




c 




c 


CD 










t- 








^ 








a 








a 


















+3 


c 




a 








a 






















a 






t- 








i- 












+ 






-M 


^ 




C 


tf 






■(- 
















CO 




F- 




F- 


Fh 


^ 








c 


O 


a 








a 




a 









C 




a 


(D 














c 












c 








: 


. 


-t- 








[ 


c 
a 




a 


CD 


; 




C 




£ 




c 




a 




c 




c 


O 


c 




c 


> t. 


f- 


h 






t- 
















p. 




- 


P- 




p. 




p. 


P. 


a 


P- 




(t 




P- 




ft 




ft 




PM 





Public Works Department. 



413 







00 


00 


CO 


OS 


r~ 


OS 


OS 


OS 


OS 


OS 


rt 










o 


OS 




OS 


OS 


OS 








OS 


OS 


OS 


OS 


OS 


00 


00 


oo 


oo 


00 






OS 




>> 03 

SE 
o o 
J?0 

. o 

O aj 

fl as 



as o 

s« 

03 . 

flffi 
^^ 
as 
Mf* 
oj fe 



a s 



£ -S I s 



Hi „ 



3§ 8 < , 

ja-^3 PQ «- S 

— o -g ° 

° & "as S« Z 

to o t, p as 6? 

o3Q -g ^J3 .2 



3 g 



5? "- 



«n :§>■ S| 

fl 112* 

-g o> o g °g 

go ;g o jsg 

•gO "gO -g£ 

c- >> "*3 ° >> 

5-^ "gj "^ 

wl2 S3 o, "S3 

fl oj ,3 m as 03 

J2 /? m 

< Ph Oi 



P3.2 

O 03 



SB 



E^ 



01 U 
as as M 



S 10 g 

Mas o 

.SSft 

fl-se 
* o >> 

g.2-3 

GjH^H 



££ . 

o^ fl 
CG tn O 
w «•- 
^fe c3 
«C O 

03 So 

fl 4J ^ 

C as as 
a^ as.fi 

&£1 

5-2c 

bc^ O 
fl as 58 
■rt as ft 
fl^g 

Wg>, 

fl.52- 

as fc:3 

fe 03 o3 
|Oh1 



a; C3 

is 

as 

OS 

lO OS 
CD OS 

.03 



g ° ° 
H 5« 



■rt u o 



fl F 



OS 

m 



w ft 



Os+J 

"*" 03 

<o-3 



£H 



.So 



IN 

03 cs.S 
Os'3"o3 

fl/ 3 ° 

gpH ft 

£ ° o 



§1« 

Kt: fl 

OS o 



G oj 



§ffl 



jg ^O 



•Sog 



03 2 ft 

i-ca 

H SP'3 

g.Snl 
P3 



^wS a 
£o§ 

m 2 tji 
a g a 



^ 



fl ft 



r-H tH P5 



^2 ^ J2 



414 



City Document No. 26. 



Xh5 



<£\ 



m> 



o 
Q 



o 
o 

£ 

« 
bX) 

C 

'> 
«S 

E 



'73 



i-5 .S 





O M 


° A. 


+> a 


+■ S 


■^ £ 




tS'P 


^ o 


a * 




S u 




£;ph 




■el 

o n 


<8 ft 


to a 

si 


a< 


§< 




£« 


■"2 u 

1 

£ e8 


" ft 



to'o3 






-i 


CO c3 


M 


Ml 
3 . 


o 5 


£ ft 






b b 


e"o 




OS'S 



1 p. 



03 2 
>r<.B 
<? ft 

■73 03 

03 03 



m S > <n >> J? 



■too 

cd^ v 

« 



«2a 



. 



ft -3 -3 



2h 



Mfl J3 ,3 



; o3 o 



o3^« 



OJ CD ft 
CD CD G 
fe t- B 



B +j 



B ft 

££ 



°2 

1* 0J 

<° 03 



-a 

o o 
q co 



«PQ 
B B 

B t - 

o3^ 

o 



£-B 
O ft 






T3 >> 

03 0J • 

Sc o-_2 



2 ft ^ 



S o 

03^0 

ffl £ S 

S -B 



CD g o ' 

-g-affl * 



£ . 

O Cj 



J? ft 

O o 

t° 

CD 50 

cu a 

to ? 

9ft 



O Es 



CD J2 



a £ 



3 < 



Public Woeks Department. 



415 







lO 


lO 


CM 


co 


CO 


OS 














o 


o 


o 


o 


o 


OS 


o 




o 


o 


03 


O 


OS 


O) 


Oi 


o 


OS 




a 


oa 


03 


C5 



< t. 



3^ 






i» c3 .3 — 

"~ — ."H .13 



Co • 

c3t3 ■*> 

3 c 

3 t. a 

3 03 3 

>U o 

^ O be 



o o 



— o 






c ft 

££ 



IS?*; **£ 

Efflg |«>a 

« g > !»«> 3 *= 3 93 

"^ "tflpH + 



p 3 



— -3 S 



; so 



Si §.9 ♦» 

3 o > a . 



■^ ~"S 3 o 
cj q a. on 

o £; o os 2 



o o^ 

flex; 






gS a> 



g ft 

1< 






+a' Q 



h% a 

T *■ c5 

S«g 



3 
O 

£ 

03 


s * 


S3 




o « 

■§•& 

S c3 




5§.g 


ft 

03 
^3 
O 


"o 


c § o 

s ^ a 


e3 =3 




c."5 

c3 3 




3 o? c3 

03 c -3 


3 
03 


0) • 

■8* 


a> o 5s 
3 c; O 

go m 


>'£ 




o3 o 




o3t~ .D 


ia 

oj 

3 
3 
11 

> 






"3 . 




J2 ~ 

OT3 




3o3 

c3 M 
Cj -P ^ 

fe ° & 

o -g'd 


"o ^ 


*"£ 3 

go 


O-S 




o o 

C 03 


>> 

a 

C3 


V 




Eo.S 


3-3 




Effi 





£"2^1 


3 . 


is 


O SJ! 


o o 

g'Sl 


a 

C 


O ° 

13 -p 


o o 


o 3 

S °3 
m ft 


B 5 


SQ-2 


0)f^ 


= 








5o 


^^ 03 


0J~ 


o 

J 




03 

fin 


(-1 


« 


« 




pq 




« 


<: 



.2 ^ .2 



416 



City Document No. 26. 



^ 



rH rH O 



co m 10 1-1 






CD tH 



i-^.a 



■a °^ 



C 

O 






o 
o 

s 

eS 

be 

c 
'> 

E 



C/5 






c 






S> 


S c « 


pq 


cS 








O d ffl 




CD 


B«ft 






a-g.s 


^ 


J2 >> 

2 C 


O-H >, 


CO >, 


cj o3 


CS- 


CO c3 

■S ft 


« S 


S£S 


m a 


§ o 




H o 



a^ 







H 












>3 O 


'aT 


PQ 


Mi 
£4 










£ 3 . 

o o a 


a 







Sfl 8 



S § 

So" 



b R 



rfl ft 



03 S 
fl3 



£ fc 



: w ra cd^ 
sHh^ cdS 







°£ 


CD p 


>> 
a 


"3 
'3 


i.3 








CD 


"3 "3 
•{3 -9 


ti 


6 


"2^; 


O 

GQ 

o 


3 

"3 


2^ 

O 03 


M-3 
as 

o 2 



° If 

< < o 



X!K 


-Q 


* 








£"5 


£"a 


_ ® 

dm 


a " 


c3 


oi 03 


CD >> 


CD ^3 




3 c3 


a cd 


ElT3 



OP ~ 



O " ^i 

"So 

CD S-M 
CD j cfl 

lorn 



& S5 . 



51 



On"o 


Z-^ 






a™ » 


O C3 


&«<s 


50" 


^5o 


a >> 



£ £ 



£ £ £ 



M O 

•SP3 



<! <i ^ 5< 



Public Works Department. 



417 





co 


IQ 




rH 


■* 






OS 


CS 


co 






o 


o 


o 


cs 


OS 




o 


o 






o 


o 


o 


05 


o 


os 


oo 


oo 


OS 


C73 


o 






OS 


CS 


OS 



ih ih eo 



rt rt o 



b >, 

-2-° 




xi 




X 






M 

a 


Ss 


-p 
3 


J3 >. 
^X 

S'm 

tiX 




'as' 






h§"3 


23 




^. p 
hS 03 




Mt3 

■S'S 

^x 




— 
"3 

i-l 




"2 
t-1 






Pi 


co 
o . 
-P to 


O 
3- >j 




CO 

X 

5 




X 


Lh 

pq 


»x 

X Q, 


"3 
^ p 




toja 




"o;p 




cs 




cs 






03 


OsX 
P -p 


Q & 

lo 

to M 


Q.p- 




03 
— 

CS 

o3 

S, 




3 

OS 


O 3 
-P o 


+3 a 




2§ 




mX 

f P. 




"5 




X 
-p 






< 
P 
OS 


to ^ 

XPQ 

■p 

3 3 
O 03 


m a 






03 


<2x 


O 03 

o o 




OS >, 

■tf X 




•" o 

co p 

Pi B 

p:3 
CD 




as 

P 




W 

as 
as 




X 
— 
a 
tc 


p 

o3 

PQ 
>> 

XI 

"3 


S 6 
* es 
P^S 
03 O 

b£ 

£-3 


1(2 
a "a 


o"3 




h3 




C3 

3 
S 


^2 

n o3 
o 

-"c3 
■S-B 


Si 

2* 




^2 
O 03 

£o 






>> 




o 

— 




; 


1-H 


J c3 

"Si-i 


~m OS 


as 








^ 


S a 

£ 03 


OS as 




+rx 








_< 








£ 










-p 








-p -p 




0ST3 




- *> 




« 




03 




< 
a 


c3 
X 
& 


"S 2 
o.-+5 


to m 
5^' 


3 fe 

o "5 

-p UJ 




as 


>> 

B 


0Q 


3 os 

Is 

45 3 


B i* 
o as 
-p p 




m 3 

■ a* 

o as 




__ p 

T3 as 

s« 

1"° 

P "cO 

to * 



03 

a 

5 
o 
O 


-P 

-p a 

to OS 

P5 o 

Mo 


o 

1* 

i* s 

^ 03 

a> a 

£ B 
o 

COQ 

O to 


- 
c 

c 

C 


03 

1 

) 3 
i C 

! £ 

: 

s g 


m 3 

Ph W 

3 QJ 

03 as 

OJ "S 
OS 

"i Jh 

■p +3 


o <* 

■o . 
p-p 

"■a 

■P-C 
op, 

£ 03 


>- ° 

°'"S 

pq x 
■dH 

3^ 
o3 o 

OJ "P 

X3 oj 


3 
03 

a 

6 
o 

O 


as 
as 

Fl 

as 

X 

H 


a 

c 
o 

J 

ll 

OS 

3 



- 


0> 

w 

■*-» 

1 
-p 

OS 
OS 


>.3 

ox 
pq;g 

a 

03 . 

OS QS 

OS i_ 

-p "^ 


O 3 
PQ.2 
•cO 

B^, 
03 O 

OS'S 

43 cj 


a 

03 

& 
3 
o 
O 


I 8 

pq . 
11 

0) tn 

to "m 






~ 


pq 


as 
4 


-p p 
-p ^ 






SB 


3^S 


>i a; 


~ 


B 

Os 


ttl 


fea 

^^ 

S 03 

Z O 3 
_-p 03 

b+- a 


>. as 
3 1 " 


X 

a 


>>g 

S3 




— 

< 

b 
o 


o 
+> 

03 




as 




c 


J X 


xt!! 


x.S 


X^, 


P. 
< 
3 


«H 






xo 


<J 


x^! 




B-p 


5 


to 

a 

o 


p 

=q 

a 

1! 


1 


i 1* 

3 03 g 


? 03 

3 o 


OShl 

3*J 


as 

S* 3 


03 >> 
asX 


as >, 
H 3 
p c3 
to a 


as 
M -p 


3 
O 

o 


B-p 


3 
03 

a 


as a- 


"S 


+3 


03 


a 


p 


( 






tp as 




-p 


— 


m S 


9^ as a 




HI 


01 OS 


H 


£-P 


pq 


£ 


s 


S 




8 -p^ 


I* 


"S OT 


-5-s 


o 

pq 


as 

CM 




BO 


-p-go 


_f|43 

as m 


X 


-p-f 

0) to 


D 


m 




co 




u 




c 


3 < 


pa 


PQ 


pq 






K 


pq 


pq 




pq 




Ih 




p. 




p 






i p 










h 




p 








p 




OS 
























as 
















a 




a 




a 






a, a 


a 


a 


a 




~ 




a 


a 


a 




a 




o 




o 










3 O 










o 




o 


o 






O 












































a 




p. 




a 






a. a 


a 


a 


a 




a 




a 


a 


a 




a 




>* 




!>, 




>> 






>> >> 




>> 


>> 








^ 


>. 


£ 




>. 


















































































cs 


















o 


cs 










cs 










00 




00 




OS 




c 


» OS 


o 








o 




^i 


,_, 


CM 




CM 




CO 




CO 


























^f 


Tl< 




t« 




■* 




■■# 




■* 






JH ■* 


■* 


Tl> 


-5< 




— 




■* 


Tt< 


■* 




■* 




o 




o 




o 






3 O 


o 


o 


o 




o 




o 


o 


o 




o 




55 




Z 




55 






5 55 


£ 


£ 


z 




£ 




Z 


z 


!Zi 




A 








^ 




>, 






>, >> 


>> 


>> 


>. 








>. 


>> 


>v 




>> 




OS 


















as 












OS 










< 




< 




< 






«; <j 


< 


< 


< 




< 




-< 


< 


< 




< 




2 




cs 




cs 






- 2 


o 


o 


cs 




o 




o 


OS 


CS 




cs 




X 




X 




X 






a x 


X 


X 


X 




X 




X 


X 


X 




X 




3 




- 




3 






3 3 


3 


3 


3 




3 




3 


3 


3 




3 




Pi 




Ph 




Ph 




t 


H Pi 


Pi 


Ph 


Pi 




Ph 




Ph 


Ph 


Pi 




Ph 





418 



City Document No. 26. 



o 



a. 



Ml 
C 

"> 

€8 

E 































O 






CN 


CO 






























CN 






CN 


CM 


>) . 




























c. 






o 


OS 








































oi.JJ 




























C3^ 






]> 


rt 


3£- 




























+3 

o 






CD 


CD 


1-3 






























o 






P 




lO 




33 






OS 




03 


C33 




ti 




^ 


«3 




<X 


I> 


00 


cS^ 


1 




as 










03 


03 




O 




o 












^ 


Tj< 




00 






cs 




oo 


00 




- 




OS 


- 







OS 


OS 


os 




'~ l 






1-1 




1-1 


rt 




rt 




rt 


1-1 






rH 


1-1 




1-1 




































- ° m 

S Sol 


00 




^ 






1> 




00 


co 


CM 


o 




Tj< 


co 






CN 


t- 
















o 


o 


CD 


■o 






OS 




- 


CN 


CN 


CO 




CO 










CM 




CN_ 


»o 






•* 










<g£ 




















' _; ' 


















43+3 






































+3 QJ 


CN 










t> 




oo 


oo 


03 


CO 




lO 


<N 




ot" 


O 


CN 


M a) 


00 




CN 










o 




r(i 


l> 






irj 










flfr 






lO 










<M 


*-h 


CD 


>o 






»o 










►J.2 








































CD 



O 

o 





o 

£ 

Fl 


3 

A 

< 




o g 

*» 03 
+3 42 
OJ 








OJ 

OJ 

o 

o 


OJ 
OJ 

CO 

>1 

03 




"3 
a 


CJ 







CD 

-o 





Fh 

CD 


N 
CD 

73 


S 
Fh 

CD 








"c 

+3 
03 

•+3 

OS 


OJ 




fc, 03 
OJ OJ 

to d 

oj £ 

O+b 

^"o3 

^43 

E£ 

O 03 




"§•3 


oi 


O 





O 


a 




a 


pa 


pa 




O 




>> 

-C 

— 






o a 

K 03 
*" O 


o 
d 
>> 

OJ 


oj 



!> 
03 




s 

OJ 

w 

'o 


3 
03 


O 

pa 
>■. 

_"2 




o 

+3 

cm 

^3 




■a ^ 

J2 


X! 

!2 

'3 
i-l 




CD 

w 




O 

£ 


3 






o ? 


3 


+3 

a 


CD O 


'3 


FM 

cd 

pa 




— 
c 


'a? 

J3 


"a? 
03 








o 






"*1 C 






3 


03 


CD 














42 




o 

+3 





fh 


si 

J3 








0J 

aj-p 


Ph 


CO 


CD 

co 


- 

- 
a 


"3 

,0 


CD 
CD 




'a 


s 

03 


s 






O 


+3* 


03 

| 

oj 

3 



> 
03 

£ 

03 
£1 
/- 


+3 






+3 oj 


O 








a 








13 


03 


1 


■s| 

CN o 

So 

o.-g 

+3 § 
& * 

CD u. 

+3 EH 

■Hi 

O to 

"3 ° 

few 
a >> 

£42 


os 

oj 
F-* 





p, 

•d 

03 

OJ 
F-i 

4«i 

F-< 
03 

cu 

a 
o 

'3 




>> 

03 

- 

£ 
o 
_> 

M 



+3 oj 
«g 



O ; 

§1 

OJ S 

3 5s 

03^ 

-P o 

11 

CC 3 


>> 


03 
P, 

£ 
o 
O 

s 




+- 


o 

w 

= 

>> 
Xi 


-P "^ 

M 

S^ 

CD CO 

E-i 
goo 

OJ m 

3 oj 

0^ 

0J»^ . 

03 ii o3 
■u +3-§ 
S *S 

^ m 
03 . =8 

^ « CO 

<" § 


"S 

03 03 
OJj- 
+3 OJ 
CD CD 

Z% 

O co 

£ 
CD O 

"S >> 
■«£ 

0-d 

^3 

OJ 

'o'ea 

+3-0 

£ ft 

^ 03 


O 
OJ 

+3 
OJ 
OJ 

o 

OJ 

c 
o 
B 

M 

H 
o 

OJ 



o 

+3 

CD 
OJ 

03 

U 


OJ 

£ 

OJ 

W 



+3 

CD 

X 

co 


< 

3 
O 

+3 

o 

- 

n 
■a 

3 

-f 

03 

t> 

O 

u 

a 

03 


S 

A! 

O 
Fh 



_ea 

'o 

3 


CD 
f> 

03 

. 

2 

5 03 

£ a 


J3 
M cS 

a 

2 I 

o o 

0?O 

o3g 

o 

° s 

"^+3 

2 ° 

OJ*-' 

03 o 

■3 o 

"Sea 

3 >i 


03 

*d +3 

03 -3 

o 03 

03 J= 

s & 

"^ 03 
J< CJ 

<D +3 

a (3 

CD 
*3" 3 

CD 

is > 

>, 

*0 ° 3 
° -P 2 

■a ss 


-a 

03 
o 

03 

s 

"3 

A 

a 

CQ 
03 

O 

+3 

CD 
CD 
Fh 


g * 
OS & 




o>^3 


CD 




> 


<D 


"5 


pa 


■s-^ 


^ 


1-1 


^ 


So 

<< 


§3 


c 


•Ci 


I 3 




O 

CO 


o 

F-« 


& 

+3 

OJ 

- 


£ c3 

kPh 


II 

pa 


r. 
-1 


CD o 
CD o 

o h 

<* 


OJ 
OJ 
+3 

m 


S2 

oco 


co =3 

031^1 




rn O 

O 
-p 


mo 

+3^ 


















































In* 






^ 








"l* 
























'£ 




OJ 

a 
c 






a 
o 




CD 

a 

O 


CD 

a 

O 


a 

O 


">3 




& 


















3 

42 
















u 


m 


3 




3 


















a 






a 




a 


a 


a 


fl 




^2 


^ 




















>, 






>> 




>. 


>. 


>> 


« 






o 




'E 












O 




















O 




O 




0, 






en 


« 




'3 






"cj 




'3 


"S 


■g 


« 




Pi 


Ph 




a 





F-t 


m 


Tf 




. 






cN 




<N 


CO 


"5 


,_, 




ira 


00 




-? 


^3 



42 


a 


Tj< 




a 






o 




O 


o 


o 


o 




o 


o 






M 




K 


•* 




o 






l> 




t^ 


r~ 


lr~ 


c. 




OS 


03 




c 




O 


02 


d 




6 






d 




d 


d 


6 


d 




d 


6 




G 


g. 




fc 




£ 






!? 




2 


& 


15 


ia 




& 


Z 




^ 


a 


H-3 




>> 




- 






>> 




03 


>. 


>, 


>> 




CD 


>. 




a 






CD 


CD 




< 




< 






<l 




< 


<! 


< 


<; 




< 


<! 




CQ 

> 
CJ 


> 

03 


43 




o 




cs 






o 




a 


o 


o 


o 




C 


CJ 




+3 


_M 


































3 


fi 






42 




J 






^3 




X! 


X2 


j3 


J2 




J 


^2 






•3 






a 











3 




3 


3 





3 




3 


3 




'3 


03 




CLi 




~ 






(X 




Ph 


Ph 


Ph 


Ph 




Ph 


Cm 




O 


o 




Pi 





Public Works Department. 



419 



3! r! r! 



i-H 00 00 

N i-f iH 



o 


to 


(0 


oo 


LO 


t^ 


t~ 


io 


o 


CO 


C-l 


Tjl 


Tf 




r~ 
































c. 


os 


en 


as 


OS 


o 


OS 


OS 


cs 


OS 


Ol 


OS 


OS 


00 


o 



CO. — 



•3 £ 



£ c 

■S 03 

m a 

£ o 

SO 

y> a 

fc< o 



P a 

*> o 

0)Q 



So 



ffi"3 
o a 



a 
1 >> * 

■sg,- § 

CO o 

^.2 «s 



S3 U o 

5 j ^ 

s s a 

a u ,3 



O o 

S a >> 

j. o a 

12 | 

~£ < 

o « 5 
*0 



o 



5H 



°a 

ID 



5fQ ©<; ©<; 



a 
h 
co . 

o © 



£ S 



g"o 



© a 

o c3 



S5 o 



© a 

a a 

a o 
o.2 



— 
a 


«& 








o a 




-s a 


fl 


S,8 




so 



(0 

CI 


. a 
© a 

© o 




iso 




01 a 




>> o 




a -^ 

03 O 


<*-. c3 


■h a 


o a 


■fl c 


o o 



« -g 



^a Q 



2o 



*""C3 



5« 

C C3 

a a 

a 



a 

°S 

o 

■on 

©^ 

ga 



o a 



go 
'? >> 

3-° 

W.-2 

OlJ 



^a 

ii o 



*> a 



o-o 
*"3 

2^ 



OJ5 



>> .2 a 



c3"C 



JJ3 „_ c« 

j o a 



a ffi 
: " — 



;o 



S Q 



c^ ^ 





*E 


a 

C 
c 




C 

c 

T 








05 £ 



P5 rt « 



Ph PS 



— V 



tf P3 



420 



City Document No. 26. 



a to 



CO 00 O 00 t-i rf 

T-H -H 1H 1-1 T-l O 



O ^H -H 



<2: 



d5> 



U 



0) ,£j 



w « 



R £ 



S 3 

03 03 

3 l-l 



>> ^ 



o 
o 

E 

t/3 

e« 

bt 
C 

"> 

c3 

C 



i-J ^ 



CO o 



03 CI 



a ^ 






2 a 

£ o 

o3Q 
02 



tf § 



3-E 



03 Ph 



US' 

O 03 

■+= a 

2 S 
So 

£ M 

03 a 



cox 
«~ a 
°< 

8« 



o a 

O o3 



•SO 



o 



-oE 



o -£ 























<D QJ QJ 0> £ 



tf « 



Public Works Department. 



421 



oo 



o 


05 


m 


OS 


t~ 


t^ 


CO 


N 


5CCO 


■* 




■* 




<N 


CO 


t> 






















o 












00 


o 


d 


03 


05 


05 


o 


o; 


05 03 


05 


OS 


OS 


03 


OS 


OS 


OJ 



t~- _l ,-H 




£< 



03 >> 

*J o 

OjW 



m o 
-SO 



o-g 
^3 



o o 

go 



_+3 O 

o o >- 

<* a 

■aw = 



»-* H-l'oa O ? 



"O (S 



0j^ 



s 


P 


OJ 


O 


iz; 


fc 


+a 


■£j 


CD 


o 


£* 


** 


o a 


og 


-*= 03 


*» ft 


m a 


OJ g 


« 6 


£ o 


& o 


-so 


Zo 


a a 


a) a 


o o 




+3 '-? 






oj a 


S 3 


&S 






-g § 


$s 


<D O 


i3 o 


£0 


feu 






og 


O 03 
-4J - 


"5 a 


S"fi 




» OJ 


«u 


^U 




•S >> 


0J,D 


CD 



g 03 

o ft 


o 

p 


O a 


oa 






So 


d 






•^ b 


>-5 






em 


3 


£a 


I-: 






03 f- 




fe 3 


c; 




3 


-OJ2 


3 






03 T3 




t-5'3 


M-l 



5 < 



HH 03 

°a 



■< -«m o <: 



-a q, 



£> «r 



1 


pq 


g3 
3 M 


>> 


- 
a 




a^ 




a> 


3 




J3 
S3 




In 03 ° 


o 


03 




o3_£ 


a 

a 
> 

03 


a 

> 
03 


s 


1-1 "3 

0) 






o 


1 


r> 


o £ 

•— - 
°3 


a 
o 

■S g 

§s 


a 


M 


0J 


03 03 


3 ft 
J3 O 

SO 




a a> n 
03 03 g 
~ e 0) 


o 


03 


03 

ft 


o 


"S o 


a 
p 


J3 
a 
o 

«2 


•r; * 





■a s g 


a 
C 

c 


' 1 


' 1 


. a 



& £ 



<*. " 



_w< _w< Cj 



< m 



o a 



CO CO 0Q 



422 



City Document No. 26. 






© rH i-H 



iJ.S 



^ rW ^ 



O 



sat) 



a -s 



1 'g 



E 

> 

a 



o 
o 

E 

tn 
c 
'> 

E 



6 c 
2 ° 

ao 

o S 

to 



II 



& a 



•§£ 



<p ,3 



2 a 



s 


h 




*« 




coo 


-fj 


> 

ccl 




o . 


s > 








■^1-5 


-a ^5 




CD 


o 








1»< 


ll 


C3 


>> 


03 


o3£ 




^9 


,a 


m 


-£■£> 


%& 


£ o 


° 9 

ft 


03 


2 
o 



J 2 

o o3 


"S 

"S'3 


IS 



CD 03 




-a & 




•a a 

_fi o 


O 

a 


•So 


"5 • 


51 




o;£ 


XH fi 


co o3 


■^ 03 


<~-C 


CO P. 


o a 


06 



2W op. 



3 ffl £ 

1-1 O o3 



■Sec ^ 



&3 



oj<; 

_o3 fl 



.5 6 

2>> 

03^2 
W-T3 



cu d 

C 03 

is 

Oc3 



i= kT3 -O 



^a 

o o 

Is 



!=j 03 g 






Public Works Department. 



423 



tH 




*# 






rf 


a 






CO 


•<* 


C-4 






■^ 








!N. 








-* 




CN 




ri 






<N 






<N 


(N 


<N 






(N 








Ci 










-. 




a 






O- 


OJ 




Ol 


C 


O 






CI 






















*-i 






*- ( 


•h 




~* 


r* 


1-1 






•^ 


















J 




^ 






<N 


<N 




s 


■* 


6 






O 








t-^ 








© 


>> 

03 


>> 

03 




c 

C 


6 





6 


"a a 












e 








3 


3 




S 






3 


Q 




Q 


a 


a 






p 








cc 








< 


~ 




a 




K 


ff 


■* 


C 


00 


r 


i> 












K 


CO 


t^ 




W 


cr 



















i 






























c 




a 




5 


5 





a 





3 




OJ 







3 


a 


OS 




3 






















a 
































"O 




ir: 






>« 


00 







t- 







>fl 







a 


CO 


O 

CO 




rr. 


CO 


CO 


c 








* 


■<* 


t> 


^ 


CO 


co 


-* 




IN 






CM 




l> 




CN 




00 










cc 




CO 








t^ 






ei 








ic 








in 


1-1 




— 






































co 






■* 




a 




O 


X 





<N 


■^ 




ao 


■* 




= 




CO 




•^ 


CN 





X 




OJ 




X 




O 














>o 








01 










« 




OJ 
















« 














c 








01 


CN 




o 






























TP 








^ 


>> 

.a 


T 
'5 






> 


■ M 
1 .° 


S 


^ 









^3 




S 


X 
'a 








>> 
.a 


"2 

"o 

"2 




"2 
.3 

a 

03 


: 
-5 


J= 
C 
P 

! 


5 
G 

"3 

ft 

2 


a • r~S 

03 >> U 
ft fl ^— 

« cj c3 o3 
03 S ft i 

1 cj S a 

IP 






OJ 

— 

3 
P 

■8 


'5 

H-l 

"el 




> 



PC 



O 

G 
> c 

c 

3 
Fh 


■4 

s 

.0. 

s 

03 

03 





• • "2 
: '^ 

g- 03 03 

H ft -^ 


a 

03 
o 


? 

T 
C 
J 

V. 

a 




B 


> 




C 

: 




a 






F-< 

OJ 

M 
u 

■A 


ft 
03 

a 


I 

_0 


E 
O 
O 






c 


c 
C 


ft 

03 

O 

Fh 


< 








c 
F. 


"5 
"a 


c3 

a 

0, 



■° tl 

1 1 


Fh 

PC 

c 

F- 

a 


"5 

^3 




PC 


c 

OJ 




> 


a 

F; 

G 
OJ 




03 

6 

"3 

J3 




Q. 

'Z 

c 

u 
PC 
B 




OJ 

ti 


a 




a? 
fh 




'? 

Pi 





3. 


i-l 


2 &= 


a 

03 






'S 


i 


03 


c 


B 
0. 


g 


a 
o 

H 
>> 

PQ 

"o 


a 



EH 

a 
'a 
a 

OJ 

cq 




b 

c 
> 

Hi 

=> 

-= 
c 
g 

PC 


0: 

c 



£ 

c 


.5 


. il <3 
'2 

— Fl 


■ -a 
"^ "S 


•-2 J 

03 ? 

-w OJ 

;ri oj 




'5 

i-q 

_^ 

CJ 

c 


OJ 

F; 

> 

Fh 


E 

< 

c 


G 
C3 
ft 

2 


c 

c 

2 

■e 

c 
c 


2 § 

ft a 


>> 

3 


03 
■° & §• 

— • J2 Fh 

12 T-l 03 

^ 1 ^ 

H hJ 3 


1 

a 

c 

c 

a 
a 

u 

ei 
a 

"a 

cj 


>4 

c 

5 
o 
O 

tsj 

OJ 

— 

3 

5 

s 

IB 


£ >> 
■Sol 

1° 

<*h N 

to 3 
OJ 3 

* s 
$« 

■*-" >> 
IM 


a 
f> 
a 
> 
a 
- 

B 
c 

c 

PC 

> 

c 
a 

& 

X 

PC 


0; 

1 

t 

» 1 

< 


P5 % 

^ >> 
?-° 

11 3jJ 


ec 

PC 

a 

S 
P 
a 
> 
o3 

f 

z 
\ 

1 

O 


PC 

a 

0. 

»; 
B 

C 

c 


a 

PC 

a 

< 


3 jj3 

Fh 

. 03 

•s ^ 

ai 
jj3 +> 

03 +J 
ni "■ 

S i 
•a a 

.Q Tl 
3 h 

K O 

03 «+H 

-s 


>> 

a 

03 

— 

5 

O 

3 

^0 



3 


,4 

u 
03 

a 

OJ 

L. 

j: 

"0 

OJ 

PC 


a 

OJ 

(- 

t- 


B 

s 

OJ 

-fj 
0, 



O 

G 


3 
Fh 

c 




"5 

"S 

OJ 

O 


a 
a 

(- 

B 
C 

b 

B 

< 



c 

a 

6 

OJ 

K 



1 


a- a 

s 

ao 

CJ CO 

3 ^ 
^5 oj 
C2^3 

Oo 

H^> lH 

§3 

|e 

03 03 

& |^ 

03 £ >, 
ft 03J2 

P* 


pc 


c 

a 
f 

c 

■4 


c 
Is 

H_ 
C 

c 

F- 
< 


OJ 
Fh . 

"Si 

03 3 

T3 O 

<^ 

•oS 

£•% 

Fh a> 

2 3 
»o 

ttU ° 

CO*H 

51 










































Z 


' I 








' 






































1 


'g 


B 




'c 




'c 


"e 


N a 








'S 




















c 




c 




c 


c 











t- 




















3 


c 




c 




c 


c 





"> 


> c 


' 1 


1 

c 

1 PC 










^ 








c 
pc 


c 


PC 

+- 

C 




PC 






PC 

C 


PC 
e 


03 


c 


1 


. 1 




> 


Fh 

- 




a 


a 


' 3 




i 

t 

I 
a 

a 


< 

i 1 

» | 


O 

PS 


PJ 

c 

a 

f- 


, 


< 


, 


pj 

< 

Q 


c 
> < 

F- 


w 




1 
a 


PC 

1 


Pf 

F- 
-t- 


I 

t 

a 




C 

a 


C 

PC 

a 
a 




F- 
C 

Z 

< 

a 


c 

> 


1 X 
0. 

a 






" — 

OJ 



















































g 







S 


i OS 


- 


! 














« 


t 












t 


! 


6 





c 


c 


1 oil 








f. 














1 


.« 


3 


: 




C 




C 


* c 


) O 


; 


■c 








-. 


~r 












F- 


























c 




"c 


i 


C, 




< 


1 s 


>> 


a 




c 







! * 


3 "S 




c 


~ 






c 




c 








b 


» & 












4 F 


t-. 


F 




: 


i > 














c 



















3 


3 03 





5 





i a 




1 






c 










\ < 


"o 


a 


) 


a 


! 


» 


! W 


J !/ 




'J 


V 


t/ 


a 




a 


a 




iy 


a 


a 




C7 


! t/ 


a 





424 



City Document No. 26. 



o 



o 

o 

E 

ed 

bl 

c 

"> 

rt 

E 













-tf 


"d 


o 


co 


































CM 


<N 


CM 


CM 
























>> . 










r 


CT 


co 


03 
































































c co 








































03 «h 










a 




CN 


























OS 
















<N 
































§> is • ft 


03 


































■S 


2 


CO 


£ 
























S3 


o 




lO 


cc 


r 


r 


in 


00 




co 




00 




CO 








CO 


m 




















O 













O 


O 








L °J S3 


os 




OS 


o 


r 


r 


OS 


05 




- 




— 




- 




— 


- 


OS 


OS 


!*h1 








































. 00 • 

h 3 is 

a3> 


co 




CD 


t^ 


<N 




-t< 


CO 




O 




(N 




OS 




O 


t^ 


m 


00 


CN 




m 


IN 


CN 




o 


CO 




01 




OS 




m 




Tf 


co 


CM 




00 




OS 








1-1 


<N 




■* 












l> 


t> 


CO 










































xi-4 








































+3 o 






r^ 


o- 


l> 




CO 


O 




(M 




■* 









co. 


O 


m 


in 


tfl OJ 


o 




cm 








<M 


CO 




co 




CO 




■* 








Ol 




apu 


m 




CO 














co 












m 


m 


CN 




•2 .a 










































M 




"3 






g 




>> 

X2 




>> 
Xi 








Xi 








CO 


"3 




-Q 




ft 






r 


' 


"3 




-= 




a 




~z 








^3 


h5 












£ 


OJ 


'5 




'3 




00 




'el 








O 










§ 






a 


o 




iJ 









Hi 




03 


fl 

03 


PQ 


3 




03 




~C 




> 


, PC 


O 










>. 








XI 

i 


XI 


a 


XI 




§ 




03 

.'a 


a 





1 


s 


03 

a 

03 




2 




X! 




CO 
^3 




00 


00 

03 


1 




o> 




*E 


9 
C 


a 


X 

'? 

>— 




"3 




03 




3 




«8 

00 
fl 


=8 

00 

3 


>> 

X 


3 








-M 


pq 


=s 




X! 


"O 

















O 


"2 


<s 




a 

03 

O 






fl 
S3 
= 
9 


1 


"a 
cc 


' 12 

03 
hH 


03 

03 

a. 




T3 
03 
O 









+3 
O 




Hi 
>> 
XI 


Hj 
>. 

X 

-3 


'3 

Hi 


00 

u 








E 

O 
> 


c 

> 


1 


O 


+3 








O 
O 

a 
a 

s 




PQ 




■3 
h1 


'3 
h! 


ia 


CO 

X 


| 


0> 

is 
'a. 




m 03 

K ft 

s b 


X 

— 


X 

T 

'5 


a 


3 

o 
o 


ft 

03 

fl 
03 




T3 

c 
S3 

5b 
a 






"o 

OJ 




"o3 

— 
ft 


"3 

XI 

ft 


"3 

s 



Q 



3 


IH 




3 o 






+ 


pe 


G 




W 




tj 




^j 




03 


03 


+i 


■** 




CO 

c 
00 

2 


- 
00 
B 


C30 


c 
c 

2 


C 


oi 


OJ 

g 

'pu 


OJ 


fl 

t3 

a 

£ 


^ 
£ 

h 




03 



'3 
P3 




as 




>. 

a 


O 
O 
u 

fl 

03 


O 

a 

S 



f-, 

w 


"S >, 

S fl 

0) ft 

uB 
00 
"SO 

CO 90 

02 

.~« 
°a 

-t-3 0) 

OQ fc-r 

o^ i>, 

£x> 




d 

a) M 

> a 

C 03 
gPM 

"E >■. 

3^ 
MS 

«-, 03 
ChI 

03 J 

"i o 

^° 
OX! 


Jo 

X! g 

SO 

■*- 03 

<Mh1 
co 


— 



o 

(S 

c 

s 

> 

03 

-3 


c 

e 

+3 



90 

Eh 

a 
a 

-t: 

C 
J 

a 


a 
< 

a 

1 

03 

bl 
c 

"o 



OS 


6 

3 
fl 
CO 

03 

"oS 

OJ 

. & 

>. fl 

H O 
03 B 

1 s 

° ri 

o x 


a5 b 

gu 

OJ fl 

> 

o3-_3 

•a fl 

03 -£ 

S fl 

B 03 
Sis 
a 

o 6 


^ O. 
oj B 
M° 
T30 

3-c 

+= O 
CO t- 

"S fl 

■" OJ 

2^ 


•a >; 

c c 

03 03 

c S 
H 

&° 

Q) fl 

>s 

O-i^ 

fl 

•1o 




-f3 
OJ 
OJ 

fc- 

03 

pq 

c 

-8 

% 
-^ 

OJ 
00 

s 


03 

ft 

a 


oa 

00 

d 

=q 
fl 

OJ 

03 


'3 

CO 

CO 
V 





CO 
OJ 

14 

CQ 


CO 

CO 
00 

u 
m 
P 


00 
00 

(-. 




OJ 

00 

H 


-^ 

00 >> 
>o 

p 03 

■*- ft 

s a 

mO 

CM 




tf 




«j 


«( 


< 


<J 


< 




s 




pq 






pq 


O 


CM 


m 
















































cu 


h 






































ft 
o 


a 


P 


~c 








c 




G 




a 




c 


a 


fl 


a 








c 


X 




3 
XI 

X 

o 











O 




c 










O 





TO 

Eh 
H 

a 
K 


00 

ft 

o 

ft 




ft 
"3 


P 
> 

+3 


C 
PC 











Ph 
J3 




O 

C2 






CC 
XI 




+3 


pq 

XI 


-*3 
O 

pq 

A 


O 

pq 

XJ 




pq 

J3 


>, 






'Z 






g 








43 
















E-< 
CO 


-t-3 




cu 




£ 





be 




3 




3 




3 




3 


3 


a 


fl 






fl 




p£ 








O 




O 




O 




O 


O 














CI 


OJ 








pq 




02 




CQ 




02 




CQ 


CO' 


CQ 


CO 








CO 


Cb 


-d 








































03 


OJ 


h 


— 












+3 




-*■* 






-m 








03 




O 


a 










CO 








00 


00 


OJ 


00 












M 










V 




00 




O 




OJ 


OJ 


00 


00 
















fl 







tH 




(-H 




(-. 




h 


t- 


u 


1* 








3 


3 


T 






t* 












-*3 








•*3 






03 




s 


s 


e 




fl 


eg 




CD 




OJ 




CO 




DQ 
V 


03 

w 


CO 
00 


u 

OJ 




C 




03 


eg 


01 


c 


CO 


— 








> 




!> 




> 


> 


> 


> 








X 


J 


_= 


^ 


J3 
















^3 










CQ 




CQ 


CO 


DC 


X 


CO 


M 




CQ 




CC 




GO 




DO 


CO 


CQ 


CQ 



Public Works Department. 



425 




426 



City Document No. 26. 



3-2 



oo 


OS 


00 


CO 




t^ 


^ 


CO 


lO 


lO 


t^ 
































OS 


OS 


OS 


OS 


os 


os 


OS 


Cs 


oo 


oo 


OS 


OS 


OS 



<g\ 



OS* 



T-4 i-l CM 



O r-l tH 



o 



o 
o 

S 

rt 

Ml 

C 

'> 
eS 
E 



1-1 "n 3 



Q S 



JZ S 



S 3 ^ 



S >S 



•a, 

OS >1 



H b 



W ft 

<BO 



2 ° 

So 



^ c 


< 


"S oS 




m ft 




mti 


CD 


tD O 




T3Q 


M >. 


11 


5 =3 

3 a 


og 


bii 
cc o 


« 


u 






<j 


< 



3>, 


ft 

o 


. ft 

_ G 

CD O 


f o 


ft 


o 


SO 


■so 


a g 






^. Sit 


"£ o 


OS 


Fifl 


■+^ C 


OQ 








c^; 






V cS 




to 


SFH 


£P4 


«-> "K 


C >> 


-C-5 


^^ 



3 £ 

P-i H 



< < < 



§o 

§"3 
o c 
^O 



"8^ 

<d-^ 



(d a 
<< ft 
o o 



OS tH r-3 



£W 









Ho 
^O 



a 5 3 £ 

« 5 £ 1 

rt t. as +j 

og § g 

-n CD ft -S3 

gw k. >, ?, 

















9 



ID M K 



Public Works Department. 



427 









C3 


05 


OS 


o 


1< 


t^ 


(M 


IC 


rt 


CM 


t~ 


00 
































a>o 


o 


o> 


o 


03 


o> 


03 


OH 


00 


00 




OS 


00 







.-HH OS CO 

-H H •* 



H 

.2 >> 



c 



X0? 



■Ci-sPQ 



°.° "O 



VMM 

P-OT3 
1§§ 

m a> <d 

cj a a 



_ — 



QJ ,-$ 



I * 



3 6 
o 
PO 



gg 



2 a 






fe a 

So 



o o 
•SO 



c3 0. 



3 3 



3 c3 

gPQ 
O 



h >; -r) 





$ a 


Eh 




h ° 




a 


mU 


a 




a m 


o 


ca 




VS 


s 


h > 


£ 


2 >, 


^Ph 


S?f 


sf C 








o a 


a 5 


.a 0. 

no S 


2 1 


13 


•7 tn 


cp O 

SO 


.2 n 


a 
9'P 




0) c3 








^"3 


"o P" 

S3 

'►3 


,4 

.a a 






"ShI 
a M 





fH -P Jj 

.S "HS 

S3 lb 



t-> 


O 


CO 




4^ 


w 






9 . 


tl 


o >, 






a 

0) 

PQ 


^3 O 




t$U 


,Q 


o fcfl 
to fl 


■a 


■§£ 


Hi 


— Ph 




00 +5 


j« 




O 


-*-5 


_c 



go 



t4 


So 


>) 


§"3 


- 


C3 
< 


o a 
n 






< 


o 



« Pi 



=S =3 = ^3 



428 



City Document No. 26. 



cd 

bl 
C 

« 
E 



'73 









o 












->> 




"* 


CM 










CM 


















CM 












C) 






CM 










CN 
















05 












09 




09 


09 










C9 












































iH 










- o> 












































o3 t; 






CO 












CO 






3 










IO 




























"- 1 






CO 










1-1 














hi) 
< 













3 

1-5 




> 
S3 


03 










ti 

3 
-«1 












CM 


lO 


lO 




oo 








~ 




09 


l> 


co 








b- 




r~ 




co 


03 T3 










3 




r. 
























09 




C5 


a>"3 


- 


Ci 


09 




as 




oc 




3! 




C33 


Oi 


C3 




~. 




- 




X 




oo 


^ 














































CD 


oo 


00 




i> 








CO 




CO 


o 






id 




■* 




CM 




r~ 


CN 


CO 


CO 




A 








-f 




CO 


CO 


t> 




CI 












IO 






CD 








CN 




lO 








iO 




CO 












CM 






LO 
























71 














-fl -p 












































-p CD 


CO 




C3 




00 




■* 




lO 




00 




CO 




a 




09 




b- 




H< 


bi cd 






CN 




CO 




■* 




cr. 








CO 




s 












00 


nfe 






(N 












1N 












co_ 












































<#' 
















I 1 

03 c 
J3 C 


t3 

'S 

1-1 

Ad 

§ 

.D. 




> 

-r 
'3 




'S 




= 

E 

o 

c 






e 

c 
C 

c 


CD 

O 






CD 

a 




T 

'5 

C 

: 




"3 

ft 

03 

T3 


C 

o 

o 

PC 

>. 

J2 




■c 


c 

c 




£ 




* 




"5 




>1 ? 


^ 




CD 




2 




T 




T3 




'5 
hh 

c 

1= 


e 
f- 

-c 

F- 
C 


T3 

o 
o 

cd 






ft 
03 




ft 

03 

03 


a 

o 


-g 

O -5 


CD 

a 

ffi 

, 

"a 




> 

03 




— 

a 
o 
ts 

CO 

t 




'£ 




'ci 
-p 

"3 




"5 


2 
> 

T 


.3 




C 
F- 

Fh 

a 




"2 
'£ 




'? 
1-1 




-£ 
p 


c 

c 


1 

s 

c 




3 




3 

3 
3 




CD 
CD 


ft 

03 






c 


0) 




12 




a 




03 
CD 




a 






C 

03 
u 

a 


a 


o 
o 

Fh 

3 


| 




§ 

00 


>> 


— 
.- 
c 




p 
c 




C 

Eh 




c 


5 

*- 


03 




a 

OO 


OD 


o 
o 


03 

- 


03 

£ 
o 


.3 
&o 

-p 


3 




> 


"o 


03 
Pc 

£ 


"a 
PS 




c 


! 


a 
a 




"3 += 

•3 

ft a 






pq 


>, 


-p 
a 


O 




X 
c 



« 

F- 

c 

H. 

b 

h .£ 

J3 5 


a) 


o 






c 


o< 






cc 


a 






a 

a 

- 

c 
!z 

'c 

a 
(S 






- 






CD 




+3 

ci 

■e 
e 

cc 
a 

c 

£ 

-p 

F* 
CC 


So 

fh 
O-P 

-p g 

CO h 

£3 o£ 
ft c?£ 


>> 

< s- 

=3 o 

o cd 
PO-p 
p 3 

o . 

CB< 


— 

-4- 

c 
"c 

X 
- 

c 
e 


9 
o 
O 

Ml 

= 

03 

Ph 

1 


a 
c 

> 

c 

a 

■>- 
-*- 

T 
B 
c 
£ 


8 
03 
ft 

5 



O 

d 


J3 « j; 

a a « ■ 
03 g g c? 
o .S .O t- 
(U X -f„ 03 

+» cp Jm 

3 § -3 . 

-p -^ ^3 

CD O fe 03 

CD CD ^-~ 

IS « og 

g> I 3>. 
2 ^^ -83 


CD 

£ 

53 

i-s 

>1 

- 

PS 

5 

CD 


— 
z 
a 



a 

c 
+= 

+: 

a 
a 

f- 

GC 

c 

: 


cd 

B 
o 

« 

F-i 
CD 

£ 

pq 
a 

? - 


J3 ■* 
m o3 
CB^H 
M-P 

S « 
03^ 

o & 

| -' CD 

°a 

■5 pc 

8^ 

-p?2 


CD 
Fh 

-o 
o 

§& 

St 

«s 

CDQ 
-P HJ 






P * 
< 


O 03,0 






a 


5 
pq 


£ 

cc 


.o 


03 * 

< < 


ft 


03 
k1 


CM 


PQ 


a 


03 


p 








































T 










































£ 




a 












1- 






"e 




; 


i 










T 








C 


i 


P 


1 










od 




c 




e 












a 




a 




c 




c 








F- 


c 


i. ft 








t- 








1 












F- 








CD 


H 

a 


a 

C 
C 


- 1 


o 
a 




c 
PC 






i 


% 

V 




c 
< 




a 






c 




c 
> 


i 


> 


1 


ft 

o 

Fh 

ft 
>> 


« 


c 
> 




"8 




4. 

e 

c 

G 




't 




X. 

C 




pc 




c 
C 








"t 








CC 


a 


a 

a 


CD 

a; 






- 




pc 

a 




e 


c 


a 

i = 
c 


, 


£ 


/ 


C 




c 
a 

F- 

a 




"cD 

-p 

OD 




a 

F- 




■p 




.£ 




+ 




a 




c 

< 


> S 

> r 


j a 
> 




a 
> 




X 




,E 




Fh 





























! o 




B 




F- 




r 








a 


I 
I 


cd 

s 

3 

3 




f- 
a 
c 
£ 
a 




c 
C 




a 




* 


I J 


5 C 

] X 




c 




C 

£ 




c 
£ 




Fh 

_o 




a 






a 




a 




1 


: 


! e 
i E- 




7 

E- 




CC 

E- 




a 

E- 




E- 





Public Woeks Department. 



429 



05 


CD 


o 


in 


t^ 


ca 


ro 


CD 


lO 


t- 


O 


t^ 


■* 


lO 


eo 


05 


































OS 


OS 


03 


OS 


o> 


05 


C- 


o> 


05 


ea 


oo 


o> 


o 


— 


- 


OS 



rt l-l iH 50 



OS CO CM. 00 



oo 



is'? 



= 


si 


o 


a 


kia 






H 


O 




hi) 


















0) 


Pm 


a: 


- 






CMaj 








— 




cu 



.= "O 



m « 



* * = 



s s 



a 

03 
> 


io g 

03-G 


53 


13 ^ 
o « 








"j3 




■* i <! 






o 




c3;£ 


CD O 


-^> 


SS 


£.2 


hn 






"8 s 


0) . 

43 >> 


m c3 
-2>> 


:« 

W 


a o 


M.D. 


£ § 


<u o 


■so 


.S"C 


+J ^ H 


■eO 










o^ 

M 


5M 


CD OS 




£ 


lO 
OS 


CM 



CUQ 



•5 3 
to 
o_ 



£0 



o-a 
m'S 



>> « 



a O 



o a 



* u SO 



,o 

a. ba 



^ cp 
-~0 






■■a ri 5 



-2H 



-4m 

rv ST 






x « g 



as 



! ? 


a 


T 


> 


3 "Z 

a 


1 


. 




a 

C 




a 

+. 


X 


c 


* 


"3 

c 

1 



PC K 



Q £ 



H H H H 



430 



City Document No. 26. 



<N 1-H ■-! 



£ fc 



lO 


>o 


Os 


OJ 


oo 


o> 


CO 


CO 


m 


o 


t^ 


r~ 




o 


























Ci 


00 


o> 


02 


OJ 


OS 


OS 


OS 


OS 


OS 


OS 


o> 


OS OS 



111 



rH rH T(H 



O 



C 

o 

£ 

> 

cd 



o 
o 

£ 

eS 

Ml 
C 

eS 

£ 



N r-| 



O 0. 

•_ c 

C3 O 


"3 g 1 




J3 o 



£ S 



ft 


to a 


-M 


0) 






c* o 






•^o 






o3 a 


H 




ft> 


,n 








CI £ 

1nJ3 


ft CO 




Ci 














PQW 


ofe 


CO 



^a 



ca-S 



•SpH 



p 



o o 


vr/2 


do 


■S"^ 


"8 >> 


«0 0) 


S3 

r-H CS 


3"3 








o-s 



o d 

o Q 
PQ o 



S 3 

o3 o 



So 



PQ CO 



~ _. Ci ft — 

ci S te- ~ o 

<! CM 



c^-2 



o"d 

P5S 

■SB 

£P3 









ai 

O C3 



cS<< 
^ 03 



PQmPh 













T- 

4 


a 


*£ 




a 


a 





H H 



Public Works Department. 



431 



OS 


ON 




^< 


CN 


<N 


OS 


t-o 


o 


to 




10 






o 




o 










OS 


oo 






o 


-" 


o 


o 




CS 


CS 


CS 


CS 


OS 


OS 


oo 


OOl 


CS 


OS 


OS 


33 


o> 


OS 


CS 



rH CO iH 



z * 



M c ."S 



o £ .& _ 



"3 Q 



a o . js 



~PS 


2 


r- O 


m r? 


Ph 


r-i^Q 




Cog 


=3 -a 


o 


%* 


C 03 




«3_3. 








a >' 




ffi 03 
o ft 


S; « 




2 o 


*i 05 


^ 


o 2 




h 


-C o 




tSH 03 
4) IK 


ftJ3 




o 



ft ia 



t\ a 



.2 H 



s -5 



O c 3 



O ^ 



ill 

■sou 

03 Jf g> 

o-g > 

§PmPh 

!J! 

o ftg- 

§«?< 

'- S3 

«&£ 

DO'S °3 

^ hJJJ— 1 
O 

~§ 03 03 
in S M 



O S3 
o OS 

a n 
SB 



T, -^ "3 



ft ~ 3 



-S o 



03 .a s 

o c *» "g 

~ a Si is 

03 P -5 "S 

SS " ° 

"SO Q 5 

fe g 3 J 

+3).- ^ >f3 

Cfl +3> 4J p 

03 O 03 *- 

03 *s .h Q 

^ -^ ■£ M 

O "3 K ^ 

Q O < 



;=: -a o 



u o3 


O 03 


CO 


+> ft 


*i ft 


a 


03 E 

03 O 




O 


^o 


bH >> 












W ft 


•>■§, 


CO-f3 
— ft 


So 




°< 


S Ml 

t. a 


K ° 


03 O 


Lh CO 

"^ o 


t-i CO 


OHH 

Sis 


Is 


m pa 

8-? 


•S3 


'k> ft 

fH «3 



pa m g. 



02 K -b3 



H Eh 



Eh Eh 



H H H 



432 



City Document No. 26. 



3 o 



><>! 







l> 


t~ 


t^ 




t^ 


OS 


coco 


r~ 




o 


























00 


C3 




a> 


a> 


OS 


a 


© 


O 03 


oo 


o 


» 



<g, 



x> 



i-^.S 



— i C) 



o 



bt> 

C3 

E 



tfl 



CD 
03 


a 




o 




12 

03 3 





- 




S 


3 


.2 3 

+» a 




^ 


1 


: 
n 

"o 




'3 




3 , 


03 

"5. 

03 
d 
• 


ft 

03 




OT 

- -^ 


3 
O 


go 

3 

OS 


2 
"a 


w 

-^ 2 

3 o3 

3 ft 
H S 




a 

si 
o 




*°1 
•50 


c 


2 




3i 

j="3 


u 

"r- 
3 
O 


£0 

g 

3 ' U 


03 

T) 

03 

|c 
H 






■So 

2> 

C 03 


5 
a 




a> 

o 




00 


s 

. 

"SO 

ffl.2 






so -a 


>> 
'si 


.gp*3 


-£p-i 




o 




"S § 
















*" 03 
On 

£ 3 


o 
o 
a 


B 

O 

O 

a 
M 


B 

IE 

03 

^3 


— 



S3 




*S 3 


K 3 
o3 H 

>"£ 
03 g 

°1 

"a 


0] 
O 

O 

<U 
CD 


Pi 

2 


0) 

cu - 

DQ QD 

•-• 03 

"3 — 

o S 
"85 


03 

a 


a> 


£ -a 

K i ft 


J & 

Ift 

PI 

-2° 


mpq 


s 






-C-H. 


■gO 




. 






3 03 5 


s > 


3 >> 


O (H 

M 03 
S3.T2 


O >> 


5+> 

0- c3 
<2 03 


03 -d 

I'ol 
B J 


03 Q, 
> 0? 


52-3 



3 

01 
0) 




.S 03 c3 

~ 3 3 
03 S 03 

£<X 


-tf 03 

n 


3 


is 










« 


a 




r~ 


-^ 





P2 



























-? M 



s o 



S& 



3 >, 

03 3 

Kg 



ft x. — 



Public Woeks Department. 



433 







t- 


CO 




on 


- 


t^ 


os 


OS 


cs 


o 


co 


t^ 




OS 


































OS 


a> 


OS 


C> 


OS 


- 


- 


oo 


os 


G2 


03 


cs 


os 


OS 


as 


os 



— I tH O 



9 e 



° >-H 1-5 



i-5 ° 



r >> ^ 



^ i .fl Q n 
3 £ -3 2 -3 



H- C3 — 



*' fl H> 



a -S 



* «? "S 



£ 3 



w -a 



J 3 s 



3 ci 

o C< 

a 

o 



JS x& 



~ 


■s 


m ft 


£ 


02 


o 

o 


s-3 

— - 


o >, 


a; 


as 

a 

M 


"IS * 


3 ft 

c E 


"5 




1-ft 

**" h5 





0)^ 



o o 
SO 



as a 
£ ft 

00 o 
SO 



~ 


g 




3 


u ft 


In 




'^!A 


Sd 


J3 


,0 


R§ 





O 




-0 


2j 


03 


-3 "C 




§ 









£e 




,2^1 



SO 



O H 



P ^ P "B, 

+> +* 4> 3 f 



3 -S'-' 9= 






Is >. 



5E 



2 >> 

J2~ 



B .Q 



? "> 


; f 


• "F 


a 


a 




5 



t3 > 



« O 



> > > > 



AAA 



^ TJ H3 cj ^3 



£ £ £ 



434 



City Document No. 26. 



o 
o 

£ 
bj 

C 

'> 

cd 

r 



t/3 





CN 


CN 




CO 


















■* 
















<N 


CN 




CN 












CN 












>, 


OS 


Oi 




a: 












C3i 
































T-H 














b-T 


us 




IO 












Tj<" 












oS'B" 


rt 


'~ l 




CN 
























3 * 
OH 


a 

CD 

CO 


o 
15 




a 

(72 












"a 

CD 

m 


















t^. 


























t> 


t^ 


O 00 


CO 


CO 




H CN l> 


en 




<# 




o3 73 








iH 


o 








OS 


oo 


a> 


►S"S 


OS 


C35 


CD 03 


o: 


03 




C35 


00 


oo 


00 






O rt 


















f"lj 






03 
























a's'S 


■* 


^ 


CO o 


>n 


t^. 


co co oj 


1C 


>o 


o 


00 




CN 


•^ CO 


CM 




t> 


■* 


Tt< 


CO 


CN 




CN 










CN 




CN 


CN_ 


o 


CO 


OS 












CN 








rt " 












-fci CD 


00 


CM 


00 o 


-* 


co 


O co oo 


O 


Tt< 


C3S 


Tt< 


he CD 


CO 








Tfl 


i-l CN 


t- 


oo 


CO 


CO 


£h< 












o_ 










CO 


CN 


•* 


01 
hJ.fl 












CN 






















CD 

a 

CD . 
> >> 

03 (3 

S a 

.§6 
a o 


'3' 

XI 
S 
03 


S CD 

1 
3 « 

a oj 


>> 

'3 
i-l 


73 

o 

O 

ri 

a 


CD 


"3 
"a 

CD 

o 
>> 

^3 


a 

03 
73 
03 

o3 


73 
03 
73 

ll 

H 


73 
03 
73 

'3 


3 
■a 
a 

03 

73 
03 
73 




go 

u 

£« 

CQ Eh 


03 

03 

P. 
O 

H 


-5 03 

o ^ 
•£ >> 

o -° 
pq -a 

!>, °3 

'3 •«■ 


2 
"5 
m 

CD 
CD 


CD 
CD 
t- 

CD 

A! 

o 

M 

£ 


o ^ 1 

o o 

a q ^ 

03 „ o3 
Hj g J 

>> a & 

^3 o3 03 

3 *? a 


CD 


•s >> 

.2 a 

S a 

^3 


a 

o . 

^a 



'3 
H 

CD 
CD 
Fh 

a 



CO 

1 


CDj? 

-^ 03 

CD 1- ^ 


CD 
<D 

a 

O 
(D 
03 


^ 1 

=3 cS 

•5 "« 
S* ^ 

e3 o3 
8 fi. 


>1 

CD 

CD 

pq 


"co 03 

o3 a 

CD Q 

■+= O 




.— 

c 
2 




73 a 


3 a 
o.a 

CO > 

_ 03 
gPn 

CN 03 


0.9 

a £ 

^ 03 


a . 

^Sa 1 

03 03 




3 


3 

a . 


m 


'o 


"* a 
S a 

-*c? O 

CO +j 

|m 

C 3 


t 
c 


g 


CD 
CD 
Fh 


*0 cd 


cj>.a 
co a 




§ M 

fl 'g 
> 03 
03 PL, 

a^= 

03 J2 

CQ t, 
^^ o- 1 




£-» 


*o 


■§ ^ 


-t^» 


c 


^ 




■g,d 


2< 


<=& 




03 § 

co-C 

^ 1 
a 03 

o| 


-3 . 

11 

*>o 

C't3 

*1 


I 

a 

£ 
a 
> 
cc 


a 
o 
H 

CD 

a 


CD • 

a a 

^ a 

o 


2 

s 

a 


— 

c 

c 

& 

2 
a 

OJ 


CD 

'o 

CO >, 

co a 

co 03 

p a 

03 o 

^-O 
?j a 


03 o 

CD t, 

cd a 

>« CD 

§ 3 

ii? 


CD-Q 

^3 

COpq 

2 >> 

S^ 

^73 

o'3 


:°i 




-e"3 

o J^ 
el 03 

CD c 
CD a 

>« a 


-t-3 CD 
g« 
£ >-. 

11 

03 hJ 
CD 1-1 




o 
a a 

a ^O 


IS 

CD 1 ^ 


"o 03 
« . 

0J,£! 


2 2 S.S 

S >> n 9 

^ a °^ 

2 73 i. co 

^ a x a 

+= +j ^ 


-g'3 

OjHi 

M 
73 . 

a s 


c 






Hi 

. 

— 

a 

3 


3 
. 

CO -+J 

-p"3 

CD _C3 

■Sa 

CN 03 


rj 03 
CD 03 

co 




CN • 


pq 


< 


<! 


pq 


■* 


< 


< 


1? 


o 


0C 




c<- 








£ 














































73 
























































































o3 




































*z 


































a 




a 




CD 


to 
Eh 


>> 

3 


CD 

a 

o 




CD 


a 

o 

a 


CD 

a 
o 

a 


3 
X 

o 


3 
X 

o 

g 


a 

is 
o 

CD 






P 
c 

p 

> 


i 

4 


- 
c 
- 
P 
> 


1 
< 


a 

O 

a 


m 

K 

CO 


O 
g 


a 


& 

M 



5 


J3 
CD 

O 

Q 


>. 




03 

o 


5 

n 


'S 








CD 




3 




















a 




c 




CD 




CD 


"£ 


-M 


a 
c 


a 
a 


■g 


"S 


CD 


g 


t- 




1 




M 




1? 


CD 


1 


£ 


CD 

> 

03 


03 


B 


CD 


CD 


h 


c 
c 




a 





a 





fl 




























+=J2 






a 


a 


a 


a 


a 


a 


a 


s 




c 




a 




3 X 


3 


o 








CD 




CD 


CD 


a 












fi O 

"3tf 


"3 » 


p 
5 


"5 


tH 


3 


03 


03 


03 


t-i 

03 


0) 




F- 

s! 




03 




£ 


£ 




£ 


^ 




£ 




^ 




* 


^ 


^ 




^ 




^ 




£ 




^ 





Public Woeks Department. 



435 



z 55 



os 


oo 


o 


00 


l^ t~ 


!Ot- 


i^ 


l> 


CO 


oo 








CM 








o 


OH 


O^ 


















Oi 


o 


00 


OS 


OO) 


o>o> 


OJ 


OJ 


05 


a> 


03 


OS 


OS 


a 



00 O) 
CM tD 


HOI 
CO-* 


iH 


i-l CO 




a g 
o ft 



►2 6 



.£ o 



BfP 

'3 a 
<g 6 



OT3 

i-l 



3 o 



:x 



+3 c3 

o 

H 

s 
■~ 

03 



03 .-o 

3£ ■ 

0) o <D 
~£ A 
I>MCh 



£§ 
1£ 

o-S° 

JShJ £ 
I" >. CI 

oS« 

M OM 

O O 

o °,° 

36^ 

X 3 o 

Gj'o CO 

■2-3.2 



QJ 03 
OT3 



1 S-5 



«^»-H 






o^ 

J3 =5 



*>■* 



=5 03 

<; a 
,*> 6 





-t3 n> 


<*-. 


>& 


c^ 


>■- >. 


03 >i 


£* 




S;" 




■^43 




ms 
h 3 


go 

u m 


O 03 


£S 




C-5 


m^ 


C 03 


•S- 3 






*~ 03 


m 


£ 


CM 



T3 >> 

Q 3 | 



!>. ,« >> 



£ £ 



436 



City Document No. 26. 






^ 






J? r-o3 



IN Oi lO 



J .9 



Q 



o 
o 

£ 

« 
C 

c 



•^Q 



eg 






©* 3- 



o «»3 



» is, 

fl 03 
03 O 

O-g- 

03 03 



s? a 



;g« o. 



o3 3 2 

a-s-S 






is 



-S3 ^ ft 

9> -d H 



S"3 



OJ £ 
— o 

com 



2 o • 



a >> 
2 c 

Is 

It 

<! o 



2 fl 



•2 ol 

fl >> 

03 "3 



O^ o3 

man- 



0> fl 

■so 



fl 2 

a« 



O 03 
-fl£ 

2^2 



£ "= 



SS 



S3 



■n a 

fl 03 
03 ft 

aa 
^6 



a p 



O* ™ 



» g 






SS O . g 



■Si-J 



fl 03 
03X1 

a a 

<! C3 



p 


-fl a 

■S C 


O o 


tSfci 

fc* — ' 




0-3 


-d 


to 42 






+?"S 






o> ft 




-a. 


53 73 




""►J 


o'« 


"H 



TO W K. 



£ft° 

■^ a 
•2og 

■-i ojC. 
o-fl 

£«§ 

s fc, ss 

3j5§ft 

j5^a 

O Pm 



Ph o 



gjfl 



o§ 



*5 



O0« 



SS 



feO 



03 O 

-upa 



is o3 



Ja 



Public Wokks Department. 



437 



r-l O r-1 fH rt rt i-H 



OS i-t <-> 



r-t TO 



^ rt o 



■H iH O 1-1 l-l rH 



^ V 



2 "ts -Q 



£0 2 



J5 _SJ^ 



35 °°s £ 



© 03 

SO 

oW 


,"d 


•5 '3 

c 
. 

>^4 


S-h -f^ 

M H 

CO O 

SO 
5~ 

C u 

£ 


W 3 
c 


9 cs 


a* 


» 


"So 


M-.- 


OS 


^n 


<U W 


°T3 


■so 




.fc) >> 


CO O 


+= >> 


is-" 


.ca 


03 £ 


a-" 




pa 


13 1 


dJ-0 

CD OS 

Oh 



*S 



>-: — 



" §Q 



IP 



o ft 



«2 SO 






-w 03 

OX 



00 2 _' 



J* 
■a 03 

03 



03 ~ 

it o 



."2 -^ 



tjD CP 03^- j^ 



03 
3 ft 



O 



as 



o "A 

















a 
= 
C 


1 c 




a 

c 




a 








£ tt 



438 



City Document No. 26. 



<N<N 

csos 

-p -*j 

o o 

OO 






O5 05 



COO 
05 



^^ 



t- ih -h 



<DW rl 



o 



C/3 

WO 

c 

« 
E 



tfl 



•J .a 



u 




J3 


w 











o 


> 


.- 




<u 








H 


fa 








— 



tup 



13 






^O 



a >> 

m « 

-< ft - 

<« s >> 

^a 

fe-6 

S 03 O 

m a o 
<, a 

2 oW 



« ^ 

«« ft 

° £ ft 
*» 2 

tu fl 03 

§ : ij 



B <u 



o 


_ 


93 


<BTi 


rr. 


p 


bl S 


- 


T3 C 


>, 


"ft -fi 


_J 


J2 


^ 


.- 


— 


tu^ 


- 


1-5 








£+3 


^ 


CO 


* £ 


Is 


- 


ofa 




5 


^=3 


J 




t> E 


— 


-r 


m 03 


03 




— 


<x 






"8* 


+3 

— 


^3 


**• 


03 


tu 


■f " 


0> 


:, 


i>H 


c 





ft fc. 
S a 

O 03 



a> 

I :£ 

•S « B » 

• >-£Oo3 
Qfa£P 

fi fePQ o3 

^ tu g 

0>tS ^ to 
o3^ M 

£"S .-* 

'otf^.2 

4)^ CO CD 

§ * 2 I 

8 <m 



te B 



s-ft 
-S3 

fa a 
^ o 
o"S 
to cq 

S3 

■«-' 03 

oo i-5 



: sO 



o >> 


!S'-P 


Q* 


O^ 


<*. ft 


■^PQ 


•U O 


is i) 


0)0 




■M 03 


"is 


S-a 




£ ft 


0> >> 






00 ■< 
CM 


m -73 



>(% J3ti 



03 





5 
o 



03 


^3 


U 


s 










03 
fa 


u 

-3 



s >> 

. ft 03 

2 S a 

2 § S 

> aO 

03 ^ to 

fl.fi o 



si 


pq 
a 


- 




(V 




c 




a> 




- 




.- 


% 


03 
P 


0) 




cu 


~ 


!>, 


r Ji 


— 


^3 


■* 


03 

>-5 


rs 






>j 



fa 


03 
02 


§li 




s 
fl 


a) 


sp 


"S 




S3 






a 


tL 


Sjs- 


o 




> ft t. 


03 
P 


nil 


-p =3 fi 
S o o 


C/J 


•SSg 








«t 


< 



p p 



p p p 



Public Works Department. 



439 



oo 



03 03 



OS 05 03 Oi 



rtrt H O H rH rt 



r-l rt O iH 



CD r-i i-h 



c s 

cu o3 

> ft 
c3 a 

a§ 
go 

60 



M 



CU o 



dP-i 
13 a 



«ffl 03.Q 



• o g 






CU-" >> 
-PTJ-O. 

£•3-0 



££"5 

03 03 60 

3 g 2 

v> 5 o 

03 BJ2 



O C M 



O O 



Sw 
03 
d ft 

0° 



= ^ o3 



hJ 2 



o - 



8 E S 

O o g 



£ 25 >» 



m pq 2 



£ £ I 3 

>> >> jq ^ 



.9 xi -3 -3 



E- P Q 



< < < 



o d 

-^ 03 

-*> ft 

cu c 

0J d 

1- o 

■So 



?3 



2 fl 
S.2 

KR 



Jo 
0=3 



OS 
o o 



13-tt 
11 

EO 

o3_ 

Kg 

OS 

,. ° 

■50 



3& 

£ 1 



d >, 

CJQ P ft 

h to -d g 

-I o« 

,z o3 v s 

6C&* o 

d±; o d 

-T^t! CD d 



"o ft 

o « 

fl.fi 

_p - 



60 .G 
.St3 

o3h-5 



g m pq 

B ^ J 



£ d 



£ £ £ i* 



440 



City Document No. 26. 



o 



o 
o 

E 

« 
bJD 
C 
> 

r 



t/3 





























■* T)l 
































CN CN 






>> . 


























OJ o. 






































3 03 




































C«.3 


























OJ 






is 3. 




































o» 


























3 3 

►"J l-J 




































i> 


!>. 




t- ; 


■* 




05 


«> 




CD 




CO 




t> 


co 




CJ CJ o 


U3 


c3^ 


O 










05 




CJ3 






o 




^H ,-1 




ft 


f2'3 


CJ 




o> 


OJ 




00 




X 




03 


- 




OJ CJ cc 


CD 


ft 






























c 
c 


O 

OJ 


rt 


































1-1 




. 03 • 


CO 




t^ 


CM 




05 




OS 




CD 


co 




rt 


OC 


c 


■* 


CD 


C30 




CJ 


co 












CM 


o 




c 


t^ 


CN 


CO 




o_ 






°1 














OS 




■3 


OJ 






CO 






co" 




























rd-P 






































to 




co 


o 




•* 




■* 




t> 


OJ 




■^t 


CC 


a 


OJ 


■* 


M 03 


CD 






T* 














CO 




CC 


cc 








gfe 


]> 






o 














CN 






C 








i-^.S 








" H 






























cj 




>> 


& >> 




P* 




A) 




o3 3 


■ 




c 


C 


c 


bi 






3 

3 




"3 


03 -Q 




o 

Fh 

3 
.° 3 




O 

3 
03 




3.2 

> 2 

03^3 


3 






C 


.3 
CO 

Ph 


3 
03 




m 




03 


3 

j3 . 




3 




"6 




« 3 


H 




c 


1 


'c 

3 3 

ft _e 


a 
5 




03 

3 

a 

03 




la 

"3 


*o 03 

.«3 
11 




QQ 




CO 

03 

s 




"So 

3 

'■S3 

3 - 

l-H 3 
l-H 03 

*.o 

o 

5^ 


03 
03 






c 

a 

F- 


c 
c 


ft 

< 



O 

u 

03 




o3 

3 




S 


3 
3 . 




3 

03 
CO 




3 
03 
> 
CO 




03 
03 
T3 




3 

O O pq S 

>> t>> !>, W 


-3 

3 

Fh 

m 




s 

3 




3 
3 

03 
> 
cj 

3 

-ft 
3 

J3 

3 . 


>'S 




3 
o 




3 




•£ 




j: 


,c 


X 


>, 


a 




3 




T3 




M 




M 




OT3 


"13 




T 


T 


-e 


■° 


u 


s 
13 


O 
o 

03 

-p 

03 


!>. 


3m 

3 ° 




3 

w 

o 
-p 


3 

03 
ft 

3 
o 
'J 


_3 

3 
3 
W 


3 
d 

ft 

2 


«3 

03 

On 


pq 
o 

Fh 
03 
03 


>. 


3 03 "cd ^ 

i-l J i-q 3 
h-1 

03 03 -m 

•8 -3 3 ^ 
ft ft ft ^ 


3 

Xi 

-ft 
3 
)-l 

03 

3 
-p 

3 
PQ 


3 o 

03 
CO ft 

Si 
|l 


O 3 
O.S 

3 ° 

3 ft 

03 t-, 
> O 
o3CJ 


o 

^£ 

<° 03 


>> 

3 
£ 

a 

o 




03 

3 

3 

03 
!> 

03 

3 
o 

-p 

bl) 


+3 

ft 

3 




.3 
O 

3 
+^ 

03 


CO 

3 

< 

3 
C 


03 03 
3 S 

c.2 

03 "S 

§| 

|| 

"3^ 


3 

c 

03 
> 
03 

3 

c 

CJ1 

.g 


s 

03 

ft 
= 
3 

fH 

03 


c 


E- 



a 
cr 


o 

K 

a 
1 

I 

Fh 

a 
W 


03 
3 




1 

s- 


p 
o 

F-. 


1 S 
-Q O 

SO 


-=8 
5 § 


o 


g 
1 

3 
W 

3 

ft, 

3 
o 


o 
>> 


o 


o 


3 


o 

in 


cc 

c 


i 


a 


03 

3 






a 

03 
Fh 

Fh 


3 . 

6° 


03 Oj 


p 


03 


3T3 


3iJ 

>4- ft 


*H 


3 

03 


c 


c 




3 

03 


03 
Fh 




1 

03 


C3 

>> 

£3 


3^ 
-p°8 


03 03 
co£ 

3 . 
^^ 

o 


3 
O 


-1 
03 


oj 

3 
o 

61) 


J 

^ 


°§ . 

3.2 a 

^ s 3 

+5 03 § 


-3 

t 
O 
3 


03 

ft 


-p 

At 

- 

fH 

oS 


>> a 

3 o. 


^ 1 


1 ^ 

3 s 
3 * 

3 ft 


03 
03 
03 




03 
03 

co 


3 
-1 


■PT3 
CO 


3 

03 



-p 

03 
33 


3 
ft 


3 

3 
- 

a 


ft 
03 


03 


id 

-; 


1 = 

c 


3 3 

o G 
W -p 

<! 


3* 3 3 

ft ^O 
■p 


O 

Q 
< 


































^ 


3 





fh 




Fh 






Fh 




Fh 




Fh 


Fh 












+3 




03 




03 


03 




03 




03 




03 


03 










ft 






ft 




ft 


ft 




ft 




P. 




ft 


a 

















O 




p 


o 




O 




o 




o 


o 










tH 


PQ 










fh 




Fh 




F-t 




Fh 












ft 






ft 




ft 


ft 




ft 




ft 




ft 


ft 










>1 


A 




>. 




>> 


>, 




>1 




>> 




>i 


>j 










3 


m 

fcn 
m 


-P 

'5 






p 




-13 




*o 






'o 




Fm 




3 


» *0 


O 


S 






-(J 


p 




-*J 




-p 




-M 


+» 




i 


X 


x 


F-i 




« 
CO 






03 


03 








03 




o 


03 






>< 


x 


03 




03 




03 


G3 




03 




03 






03 




c 


C 





3 


03 


jjj 




£ 


Fh 




u 








FH 


F- 




Pj 


p£ 


pj 


o" 


HJ 








































s 




a 


3 




3 




3 




3 


P 








-tJ 


T3 


■S 




o 




o 


O 




O 




O 




o 


o 










3 


3 














+J 










-*J 










cd 




& 




'f- 


F 




F 




^ 




F 


1% 




+: 




•*i 


i3 


03 
> 








03 


03 








03 




03 


03 










3 




£ 




fc 


fc 




^ 




15 




Z 


!5 




P 


c 


C 


P^ 


CO 




"S 




1o 


+3 




2 




03 




03 


03 




a 


d 


"1 


03 


03 




£ 




£ 


£ 




^ 




^ 




^ 


£ 




,5 


^ 


* 


a 


* 



Public Woeks Department. 



441 



b- t- CO 05 i-l i-t Tf< 

rt — ■-! O —I ^ ^H 



.-< —Id 



O -i >-i 



co --I oo 



1-1 rt CO -H 



£ 3 



■a c5 



13 £ 

X! £ 



« X! .9 -2 



^ =3 





fcff 


«4- =3 


u-, B 


o a 

xS 






x<J 


oU 



a) E 





^ 


OJ cj 


, >> 




c a 


03 S 


c 


- S 

-»J o 

go 


£ s 




fl a 


<iO 


£• 


to o 


<N tt 




£ o 



so § 





H~a 


"8 


£'d 




03 

Is 


►1 


a 

O 

Ml 
B 

IS 


■8 b 

oj oj 

.so 

"OX 


OJ 

03 


-SB 
O o 


1« 


03 


143 -a 


B fi 

i-h c3 


^O 


eoX 




Oh- 1 


■w ft 


<! 


<! 


rt 


<! 



<u o 

>o 



~ =5 «! P 



oa 



HOJ 
X 



■8^ 



o 


o o 


4. ° 


f- 


o° 


3U 


p 


31 


B_ 


o 




> h 










> B 


" a 




o3 o> 




o> 


+><j 


tou 


coi? 


^ 


3 >» 


9 J 


■a-" 

E-i-g 


bx 

DO IS 








3H 


"XI 


'6hJ 




X 


X! 


Sg 


s-a 


3« 
O o3 




■*^X 


<°x 














■a-" 


"- 1 03 


•S * 



rH H r-H 



oj -C 






ex 



2 "8 
§ xi \ 




a 

+■ 

a 


'u 


a 


(h 


F- 

a 


F» 


Fh 

a 


a 





J3 a 

3 



£ £ 



* £ 






x -ax 



£ £ 



442 



City Document No. 26. 



o 



o 
o 

E 

m 

eS 

bl 
C 

'> 

« 

r 



t/3 









t 


■* 
































«* 








CM 


CM 




























CM 


>> . 




OS 


<S> 




























O 


- c 




































o3 *-< 






00 




























-* 


£ x 




o 


o 




























CI 

CO 

i 

3 
1-5 
















t^ 
























O 


c. 


C3 


o 


c. 


en 


c 








r^ 




113 







CM 


O 


a:2 

f*hh 










o 


o 


1 




c 




05 




O 










Oi 


oa 


a> 


03 


09 


OS 


•^ 




c. 




X 




CO 




os 


CS 


OS 




1-1 




1-1 


1-1 


rt 


c 




rt 




1-1 




'"' 




^ 


r H 


1-1 
















^ 






















CO « 

2-TH 


o 


a 


o 


CD 


«# 


CN 


»o 




t» 




co 




O 




co 


c 


O 






•* 


IM 


t~ 


JO 


CN 








CC 




C-l 




CM 


CC 


Oi 










00 


1> 










<N 












■* 










rH " 
























^ 


43-4-; 


CO 


t^ 


■* 


O 


CD 


t^ 


m 




CO 




co 




00 




CO ' 





<* 


M co 










CO 


o 










»~ 















gfe 










CO 


CM 










N 




1-1 








IO 


i-i .a 






































'3 


CO 

"3 


CO 

t3 


| 


c 


19. 

"a 


~ 




>1 

42 




'3 




Fh 

4^ 




Fh 

00 

13 

q 
P 
»8 

Fh 
CO 

4< 

Fh 
03 

pq 

S 
42 




h 






h! 

o 

T3 
O 
O 
i* 
CO 

.a 

co 


p 

F- 

PC 
> 

T 

'S 

Hi 

"a 

£ 
42 


3 

a 

f- 

> 

h1 

E 

42 

£ 

d 

-3 
03 

IS 

^a 


6 

« 

.c 
o 

=1 

*H 

§ 

o 
O 

<S 

a 

CO 

O 
>> 


5 
pq 

a 

o 

i-s 

>■ 

'3 

Hi 

/<; 

CO 

c 


h! 
o 

3 

o 

3 

03 


x\ 
p 

03 
3 


W 

a 

3 
fl 
CO 

OS, 




-3 

'5 

Hi 

7- 

X. 

P 

CO 

c 
;-. 

fi 




h! 

"3 

-3 
& 
ol 
-- 

r3 

■c 

"g 



0) 




F-i 
03 

pq 
>, 

42 

"3 

"3 
4: 
c 

CC 

08 






• 'S 

Fh "*Ti 
Fh Fh 
03 CO 

P5. O 

•-! >. 

a * 

.03 T5 

1 h1 




co 
Fh 

13 
F-. 
03 




42 

'to 
h1 


2 


03 

3 


1 




o 

F; 

£ 
a 
5 

GO. 




F- 

P 

"bl 

Fh 

a 
X 

c 





Eh 




'3 
h1 


'3 


ft 

H 

CO 


1 

3 


l> 

Fh 

O 

03 

CO 


03 -s 5 


i 

CO 

a 


42 

O 
"c 


E 
O 

c 

CO 

e 

CO 

!> 


s 

03 

ft 

o 
O 


>. 


>. 

PI 

03 
ft 

£ 

O 

to 

- 


a. 

— 

P 
c 


>> 


3 

42 

44 
c 

03 

2 


c 

2 

X 

c 
c 


3 
PI 

CO 

s 

3 

a 




Fh • 


q 


<! 


1 


c 
o 

S 
a 

c 


S? <2 

C0=« 


03 hj 

go's 

42 ft 


1 

+3 




- 

& 
5 




c3 

Ph 

"3 
4; 
ft 


p 


3 
J3 

ft 
| 


£ 


03 
45 
GQ 

O >, 




03 ■- 


-p 

a. 
a. 


Fh 
h>" 

4= 


CO 

Fh 




a 

O 


<< 

o 


So 


1 


a 


6 

6* 

C 

> 
03 


3 
PI 

CO 

> 

03 


a 
c 

P 


•^ PS 

ho 03 
CO ft 

sa 
-p 




"S-S 




§ -ft 

a k 

O X 






2 ^ 




o 




& 






-a . 


c 


M o 




Is 

CO >j 




p 
c 

C 


>> 44 
fl o 
o3 O 

ft 2 .■ 
a c >i 
a cs a 

° tfl 03 

O J ft 


c 


03 42 

:a 

CO 03 


a 

a. 

Fh 

-*- 

| 


c 






c 
a 
a 


3 

Fh 

03 

pq 
>> 


CO 43 
CQ 03 

^43 
45 ft 



pi 

t *H4T 

9, 


"S Or! 

.5 °o 
,0 tr.3 
S 3 2 

oi -^3 

►* 4^ F« 




ji- 


■^ 


W cc 


— 

03 


•» s^ 


CO 


Hi 


"r 


pq 


a 


42 


b 


<! 


H^^ 




to 


<J 


H 


<3 


o 


H 


in 




CC 




CO 




Z 




<J 


< 


P- 












Fh 
























"> 












CO 






Q 
























3 










ft 






^ 
























42 






CD 

H 
K 


o 

Fh 
ft 


*> 

f- 


. 1 

p 


1 Fh 

CO 




i "5 

3 


| 




^ 

c 






1 


2 
c 

Fh 
P 
> 


4 


O 


c 


3 
42 

X 




>> 


4- 

F< 

C 


4: 
c 


2 

C 


42 

B 

o 


4^ 
K 
C 




c 


• 


c 

F- 
C 


1 


< 


a; 


4 

C 


*^ 


P= 


PC 


03 


pc 


£ 


PC 




> 




> 




+ 




a> 


c 


CC 


-p 






' Fh 










4* 




-t- 








"P 


c 






CO 






CO 

CO 
1H 
O 

a 

<v 










'Z 




'c 












y CO 

CO 

a 




M 

en 

CO 

d 

a 


c 
a 

a 


a 
a 

f- 
•*- 

> 
a 


F- 




a 

F- 




a 
a 




a 

F- 
-4- 




a 




^3 

Fh 
O 


c 
c 

F- 




t 


p 






*-*J 






+: 














11 


C3 










-m 






+ 




a 








& 




hO 




^2 




s 


x 


£ 




X 


3 


IS 




b 


1 


b 


i 


b 




bl) 








* 




* 


& 


1 


* 


^ 




15 




* 




? 




S 




p^ 




£ 


^ 





Public Works Department. 



443 



3 

1-5 


fc 


£ 




1-5 


1-5 


1-5 














Q 








<S 














05 


co 


<* 


O 


CO 


IO 


00 


f- 


CO 


co 


so 


Ci 






































OS 


OJ 


OS 


OS 


a 


Oi 


OS 


05 


OS 


39 


(35 


05 


05 













CO CO (M i-l 



.-1 00 ^H O 



i-H rl CM 



O fi 

■^ o3 

ss 

fl o 

£0 
os a 

is 

CO 



E 6 
o o 



« h5 ^ 



Q « 



& -3 



PQ PQ g 
oj a> o 

S S £ 



>-! iJ 



ji fe 



CJ P-H .3. 



.t^ ^ 



PC P5 



£ . 




■s 


off 


A 


o 


<o ft 


"SS 


o 


3 S 
a S 


to O 


■jjj 


^o 


*o 


oj 


-w o 
3 '-3 


■2 o 

en O 


02 a 


NH 


B S 


|g 


p t- 




£"£ 


0) Oj 


aCJ 



3 « 

H0 



s 

oj 







03 
Hi 


"3 


,0 


03 
>> 


3 




> -p 
O 


H 










33 


x> 


PP 






S 




Al 


• 


l-l 


-1 




•2 a 


•+^> 


— 




o 

3 


jfl 


^ 


03 


oj 

3 
- 
CD 

> 




03 




o 




.1 


a 

03 


lid 


<J 




5^ 
-b> >> 


ft 
2S 

o 

oO 


fl 
o 


oi 


03 


oj 




rfl 
+3 

"id 

'£ 


OJ 




£ _ 
(hIj 

03^ 

Fl 


as oj 


OJ 


J3 


+3 


03 

3 

■r 
Ai 


bl 


^j 


pq 




^^ 


OJ rj 

In ° 
b. 

cpq 







c 


0J 

d 


o 


OJ 





>> 


<« 03 


-Js a 

tn L> 
03 P» 


03 
-p 

O 


S3 

5 


£ >. 
o a 

PQ o3 

£ ft 
< 


OJ 

C3 

•P 

< 


3 

03 
-P 



M 

o 

< 


03 
1 

Q 


03 

S 
z 

'J 


oj-O 

o3 

■p a 



9- 

4 
-»- 
cr 
a 


% 


a 

1 P 


i 


















o 



J >> 



gfe OJ CB b, 

r (-c oj o 



a 




t-t 














c 


> 


1 4 



fS « P4 .^ 



-R ^ ^ 



^ ^ £ £ 



£ £ £ & 



444 



City Document No. 26. 



c 
O 



aa 

C 

'> 

r 



rV) 





•* 


co 


-t 




■* 








•* 




■* 




■* 




— 




CN 




CN 




■* 




Tjl 






CN 


CM 


CN 




N 








CI 




CM 




OJ 




a 




CI 




<N 




CN 




CI 




>> . 


a 


a> 


OS 




OS 








OS 




— 




en 




OS 




93 




OS 




03 




~ 




















































el o) 


















































C3.J3 


o 


^< 






























EO 




EO 












3 & 


CN 




•H 




rH 








rt 




1-1 




'-' 




1-1 




















2 X 


*> 


o 


> 

o 




> 

o 








> 

O 




O 




> 






> 





tsb 

3 




tsb 

3 




>> 

03 

3 




39 






o 


,fc 


£ 




sz; 








% 




^ 




Z, 




X 




«i 




<! 










a 


00 


OS 




a> 









a> 




(33 




3) 




OS 




t> 




t- 




00 




00 




S3 














1 




































3 


os 


OS 




OS 




EC 




ro 




OS 




os 




OS 




03 




OS 




OS 




OS 
















S 
















































cv 


















































' H 




































as ■ 


















































J? §• * 


•o 


lO 


t~ 




■* 








~. 




00 




co 




00 




O 




ED 




<N 




CO 




<N 


CN 


o 




CN 




co 




00 




— 




-^ 








OS 




X 




co 




>o 








oq 
co 












(N 




co 




— 








q 




- 












■3-P 




00 


o 




co 




00 




O 




<N 




EO 




CN 




EO 




lO 




00 




^ 




M OS 






EC 












■* 




CO 




CO 












CO 












as 






EO 












co 




00 




EO 








co 




co 






























































s 

c 

i 

a 
PC 

> 




ft 


"3 

Xi 

ft 


'p 




s 

C! 

t: 

C3 

0! 

E 




a 
X 




"3 

Xi 

ft 


"3 


"3 
'3 
h-1 




3 
03 




23 

'3 
h-1 




■5 






> 

1 p 
ce 
£ 


a 

a 
. r 

- « 






C 
o3 
: 
'5 




a 

p 

a 
> 






& 


— 

s 










a 

PI 
oi 

c 




Pi 
03 




i 



as 




33 
03 




"3 

33 
ft 

C3 




— 


c 


" 


>> 

3 

o3 


a 




p 


>> 


^3 
ft 


£ 




f 


PI 

03 

ft 

= 


i 




a 
03 




43 

as 
as 
03 




■73 

Fh 
03 




-a 






^ 


C 




£ 
o 
O 

Pi 
o 

d 

3 

O 






X. 

p 

"5 
C 



a 
a 

c 


PI 
c3 


a 








-^ 






1 






3 




T 

3 




a 


c 

£ 

C 

c 

c 


a 

X 
H- 

PC 

I 



> 

X 


p 
c 

6 

c 

s 

tr 




e 

a 
> 

C 
c 

F- 
CE 

tr 

c 


3 

cS 
ft 

5 

O 


O 
O 
bH 

a 

03 

" 

Pi 


Pi 

c 

■R 

a 

a 
a 


03 
Pi 

£ 

O 

pi 




-a 
ft 

03 

PI 
03 

2 s 


a 

Fh 
-P 

P 

c 

p 
a 

■~ 

T- 

c 



O 

a 

■-3 

pi 

Fh 

a 

O 

3 


p 

a 
> 
03 

p 

£ 

p 
c 


>> 
a 

r. 
Pi 

£ 


1 

CD 
-4-3 

U 
<D 

C^ 

,4 

O 
O 


p 

03 
ft 

£ 


s 

+j 
3 

£ 



O 

w 

"8 
3: 



pi 

as 

c 

OS 



■g 
as 

Fh 
HhS 

Fh 

as 

£ 


w 


!» 
PI 
33 

£ 

c 

3 


as 

p) 

Fh 

3 
O 



"o3 

Fh 

3 
as 
r J 
>> 

— 


03 
02 

-|j 
as 
as 

Fh 

H-S 

03 
M 



HJ 

03 

03 




03 
02 

as 

Fh 
03 

O 
03 




3 


3: 
£ 

c 
. c 
<t 

c 




"i 

PC 

+ 


EL 
& 



co 
c 

a 


Fh 

o 

>> 

■a 

'3 

'a? 


p 
a 
> 

CE 

P 
C 

tr 


O 

a 


2 

a 

O 

1 


o-< 

(D ID 

g g 


a 5 

og 
3-° 


> 

CE 
+: 

i 

F« 
S3 

c 





| 

§ 

n 

O 


CD J3 

3« 

03 >, 
Pf-C 

"0 . 
0^ 


c 


+s 

a 

(N 



a, 

P 



O 

| 




Fh 


-1-3 

1 

as 

c 

O 
O 


m 


H-> 

as 

Fh 

o3 S 
O ft 

g O 
oSO 
02 


a: 

"c 

a 
& 

a 

c 

c 


>> 
a 

p. 
1 




H- 

a 

c 
f- 
a 
t 


1 1 

a c 

O >7 

< 


%2 

O c3 

11 

"PJ 03 


'c 

1 


s 
"3 


6 

c 



a 


C8 
_= 
Pi 
CEi 

13 

C3 


c 

ED 
t 

i 


-1 
'3 
1-1 

03 


a 
a 

+3 

PI 
c 
I 


3 
O 

'3 


03 03 

03 

OS ^ 


EU PI 
> OJ 
03O 

a >> 

^^ 


"as 
as 

Fh 

cm 


3 

Fh 

3 
J 


xi 

3 



a- 
as 


3 
-1 

■3 


"o 

31 
3 
O 
OS 

as 


N 

as 

- 
3 

£ 

Fh 
>, 


si 

^a 

03 S 
"5 >» 




< 


§ 
£ 


~ 


co 


J 


a 


— 


03 
02 


Xi 


t- 


Hi 


O 




"3 


1-1 


"o 
O 


O 




03 


00 


a 




0: 


3? 






















































































s? 




3? 




3' 




e 
















































3 




c 






*£ 












































H- 






1 


s C 
c 


. 


a 
C 
c 


1 


C 


1 


F- 

a 

E 


1 


p 


! 


F- 

a 

£ 


1 


£ 


1 




pq 






PQ 




O 

PQ 




c 
PC 






c 

J: 


6 

> 




£ 




c 




C 

F- 




c 




C 




C 




HJ 




HJ 




HJ 










c 


C 




> 

H- 




£ 


1 


£ 
> 


1 


> 




£ 

> 


1 


£ 
> 


1 


03 




03 




03 
g, 









pa 


e 


\ 


"t 












+^ 




-+- 




— 






















, 


pj 














'c 




'c 












'Z 




















H 




> P 


1 




a 
























as 




as 




as 




a 




«2 . 


i 




' F- 

CE 




c 








a 

a 




a 

a 




a 





a 




Fh 




+3 




Fh 






















Fh 












F- 
























! i 


E 


1 


E 


1 






-1^ 








*- 




-1- 




J3 




Xi 




33 




3: 


































































F- 




F- 




t- 




F- 




F- 




i-H 












c 










C 




E 




C 




a 




a 




a 




a 




O 









O 








c 


! ! 


+ 












•* 




+ 




-1- 








is 




t* 




l* 










*E 






E 










c 













a 




-3 




33 




"3 




t: 






C 


5 "C 


F- 








F- 








^ 




F- 












Fh 














< 


5 C 


S c 




c 




C 




c 




c 




c 




c 









O 




O 




c 






^ 


: & 


: £ 




£ 




i 




i* 




s 




i 




* 




^ 




I* 




^ 




•S 





Public Works Department. 



445 



> > 

o o 







O 


O 


o 


03 


00 


■* 


■* 


t^r^ 














o 








09 


OS 


OS 


OS 


os 


OS 


OS 


OS 


OS 


OS OS 



_o o |_| 






n *— > 



I 

go 

03 g 



o O >~ o 



s-g 


"Cts 


Sa 


03 




"5 




N s 


2 c 


CI o 


T3 




>> 

03 

a 

3 

o 






03^ 
> 

II 

W>o3 

gm 


-a 

o g 

£3i 


£0 

03 fl 

-73.2 

II 

C 2 
° S 


.9 

H 

oj 

B 

> 
03 






c 

03 B 




C3fsv, 

i,:s 

M oj 


O Ov 


3 

5 


a 

ft 


t3 
o 
o 


B 
03 

ft 


+. ft 
OS V 

-*» OS 

OJ o 

•23 


"2 
oj o3 


CO 


o 

n 


5 
o 


1* 

s 





•St- 1 


O 1-1 


JJX3 




J 




o 


00 


hJ 


00 


<s 




o 




t^ 



B o3 

- Oi 

B (3 



WJ3 
^13 



4i 3m 

OJ ft _ 
to ° £ 

^£V 
Dm s 

° B J 



q 03 (_ 
3M 



a 


>> 


bo 


£ 


"S-n 








OS 


i-l 


— 


« 




^ 








c 




^1 




— 


Jl! 


as 


ft 


tH 


0- 


s 


= 




OJ 






e 








a> 


OS 


<m 



- - 




X 


c 

C 
c 


1 











fc £ 



446 



City Document No. 26. 



gg*E 



CT>00»Oi-i>OCOO© 



(N CN CN rH 



00 i-l CD OS 



00 T* (N M 



CD i-l i-l 



CO OS 00 



Ol <N OS 



COCD<N"#COCNiOCOOOi-lCOl> 
i-HCOOCN(N"tficcO<NaJ<N 



<r>iocoi-it^-iooc»iH 

<NiOlOO500lOi-liO00 



«^: 



dss* 



CO CD 00 



>- 
< 
c* 

CO 

u 

u. 

c/T 

H 

w 
u 
ctf 

H 
c/> 

H 

z 

u 

tu 
> 

< 

r 

H 

o 

o 

o 

< 

o 



c5 



<^ 



■-I IH 00 "3 



ai cm o> 



H (K tfl ■< (3 



< ffl Ph CQ CO <! <) 



Public Works Department. 



447 



•< c, 



tiX 



© CM CM CO 



csoocoi-<ai-Hooco 

t-ilOOSi-lOOCOCMCO 



o o o» CO 

CO »-l CM O 

•-i m 10 1-1 



CO to C5 CM CO CO 
00 CO CO i-l i^l ID 



<&\ 



m* 



0> OS IM 



i-h CM lO 



00 i-l CO i-l 



- to • 

gli? 



O 

03 

.a 
o 

23 



£ £ 



> o m h 



448 



City Document No. 26. 



< 

CO 

u 
u. 

c/f 

H 
W 
UJ 
Ctf 
H 
t/5 

H 
Z 

w 

£ 

> 

-< 

0. 

E 
H 
O 
O 

u_ 
O 

c/) 

w 

5 

C/3 







_ <o . 




>* 


CO 


10 


■* 


01 


CO 


CO 


a 


■* 


CM 


^, 


00 










t^ 




co 




>o 


** 


to 


ia 




c-i 


IO 


>o 






£*1 


CO 


t> 


CO 


co 


CO_ 


OS 


OS 


"co 


M_ 


d 


N 


CM 


"* 










IO 










CM 




to 






OS 






r^ 




eo 














CM 






IO 




03 
































ti 
































o 






























































. 


,_, 


00 


CM 


,_, 


o 


to 


>o 


CM 


CO 


^i 


co 


N 


t^ 




-G . 


CO 


OS 


■** 


00 




CM 




c 


eo 




»o 


CM 


CM 






to OS 


m 




co 






co 


CO 




■* 


CO 


<* 


CO 


**. 






a o 


00 




OS* 


IO 








OS* 




co" 


00 




oo 






Sfe 






00 


CO 












IO 


~) 




co 






hJ 


c") 
























■^ 




* 




to 


■* 


o 


co 


■* 




CO 


eo 




o 


lO 


^ 


IO 






-4> « 




1^ 


IO 


-f 






-f 


r^ 






-s< 


IC 


CM 




2 




00 


l> 




q 


to 




OS 


"5_ 




00 


00 


CM 


00 




^ 


ci 




o 


00 








CO 




co" 


l> 




<m" 




K 






c. 










CM 




CO 


o 




CM 




<< 

P 


PC 


















*"• 


7-1 




00 




o 






























































H 




































1< 


00 


CM 




- 




IO 


O 




OS 


o 


(N 








x . 


OS 


05 


CM 


CM 












(N 


t^ 


<N 


OS 




& 


-^ -^ 


l> 




o 


oc 






co 


OS 




c 


IO 


CO 


00 




M as 
M 


co 




<N 


"* 








00 




>o 


t-T 




c<f 




O 


s 




IO 














eo 


CM 




■* 
N 




£ 




































10 




CO 


CM 




OS 




eo 


a 


•^i 


>> 




co 




sz 




OS 




CO 


3! 




■o 




OS 


o 


o 


t> 




CO 




C) 




•* 


CM 




OS 




CM 


n 


■* 


co 




co 




*3S 


d 




t-' 


fj 










,_ 


eo 


co" 




^H~ 






o 




to 


C 












os 






t^ 




-e 
























t^ 




5 


































O 






























































K 


-C . 


t^ 




© 


o 




CO 




CM 


eo 


CM 


CO 




CO 




eo 




CM 


co 




e 




a 


eo 


OC 


X 




CO 




SO <D 


r~ 




« 


CO 




co 






-* 


CN 


00 




>o 






B IB 






t^ 


C 


















• io- 




P 




c 




co 


co 












<N 






cs 








































w 
















































: c 












on' 





















































■ i 

S 












a 
as 

s 






















: c 


s, 










CO 

> 






















i 

1 










S3 




















• 4i 


1 










x. 




















ft 
































c 
; 3 


1 
I 










o 
o 




















a 


1 










s 
































-fl 










































ft 
; c 


i 








c 

C 

ft 


i ^ 


» 1 


i T 


,i 


,i 


"o 








+ 
c 


2 

I 1 




c 


: o 
.t 

i i 

- t 

) c 


| ! 


! 1 


\ a 

4 f 


C 

> c 

C 


5 T 


» 2 


j 




"s 
! o 








< 


-c 

1. ( 
3 a 


: - 
> .t 

1 £ 


3 
i c 

r 


1 i 

5 


3 c 

5 c 


3 t 




: C 


\ 1 

PC 


i 1 


i 

! 





Public Works Department. 



449 





c< 




cc 


cc 




co 


N 


■* 


CO 






■* 


M< 












<N 


T 


cs 




<N 


<N 


C<1 


<N 


Di 


CN 


CN 








>> . 


o 


C 


CO 




cr 


3 


o 


03 


- 


a 


OS 
















T 
















T3 


t 


T3 


a 01 
























o 


01 


03 


a .a 


C5 


cc 




,£ 


<c 




a 


(N 


CO 


t^ 




,£ 


* 


X 


t; a 




•H 


(N 














i-( 


cc 


T 




00 


o 


* a 


p 


a d 
a> a 
CQ 1-5 




01 

o 


d 

03 


^. d 

*2 d 

S u 


'5 

EC 

c 


IB 

d 



*-_; 


oo 


00 


t^ 


0! 


00 


t~ 


OS 


00 


CO 


oo 


OS 


C3 


33 


S3 


dS^ 


















1 




i 








^"8 


OS 


a 


Oi 


O" 


CO 


- 


a> 


(TO 


X 


03 


00 


ca 


r 


03 


^J 


















a 




03 








- ° 03 






















, 








| §-2 

J? c" 33 


o 


00 


-* 


t~ 


■<* 


m 


lO 


O 


UJ 


<N 


CO 


00 


t« 


■* 


o 


~i 


-* 


co 


n 


N 


Ol 


cn 


CO 


m 




"* 


co 


■* 


(N 


DC 








u: 




t- 


c 




q 










lO 








to 




00 


t-" 


^ 










J3 +> 






























-^ 03 




CI 


t^ 


CO 


«0 


00 


00 


CO 






o 


CC 


CO 


■* 


M a) 


lO 


t~ 


t^ 






05 




US 


IN 


00 


f~ 








dfe 




<N 


lO 






cc 






o 


CN 


<N 






































>J.H 






co 






1-1 




1-1 


0) 


1-1 


1-1 










, 


rf 












T^ 






2 

'c 
O 

Q 

> 












a 
oi 

o 

>> 

X 


T 
I 

"o 
O 


ct 

C 




0, 


-C 3 
o o 


'3 

09 


— 
— 

03 
C 

5 


c 

c 

a 












'3 

X, 






g 


' E 




u 


















3 


a 






C3 


>> 5 


Xl 


K 


"5 












3 

o 
o 

3 


5 

X. 

o 


o> *"■ 
>. c 





^ a S 

-^ 5 d 




"2 4= 
'o3 «- 












-3 


SO T 

•? '3 


-*- 


I 


03 


B 


*o 




!-] 


1 


+■ 


3 


d 




c. 


PC 


^ 


Z 
o. 


■ \ 




1 

1 

c 


3 


z 




"c 





c 



CC 


03 

03 

05 




oi 

3 
13 
eg 

s> 


T 
J 

- 


i. 

a 




c 


o 

01 

- 



d 


o 

03 

"S 

0) 


— 



c 


a 
a 


g 

a 

£ 
E 


t- u 1-* 

U M ^t 


to 


o3 


Pd 


13 


S 


* 


s 


C 




c 


03 E 


03 






c 


CC 






OS 





K 


c 


PC 


EC 


PQ 


| 

3 


01 


& 5 i- 


c 
c 


6l 


o 


c 


S 


c 


I-,' h- 


i-a 


01 
O 

o . 
Q >> 

■^ a 

*s 

o o 

-to 


c 

B 
C 


- 

: 

a 

"c 




> 


£ 
> 


« 

' 1 

3 


d -g 
° IS 

t3 d^ 
'5 ^ 


a 






1 

U 



S S S 

o3 c3 03 

ill 






c 
c 


C 


•-- 


1 


a 
c 


d 5 
UJ-d 


a 

£ 


"a 


rs rs rs 




m 13 
TJ o 

U 3 


E 


S a 

oi **- 


>- 


Q 




C 

c 


■si 

o)CQ 


a 


« 1 ^ 
3 m c 




i-J 




■+^ -*- 

o3-*> J 

ffl 2 0. 




| 
"o 

? - £ 


4- 

a 
> 

1 
- 

XT. 


t 

^ a 

■4- 

a 

■- 

B 

a 


1 • 

►2 =3 -d . 


c 
,c 
1- 
c 

B 
-*- 
a 



l- 

ec 


— ^ ■" a) 03 ai 

O '-i 01 03 01 

■-^ -*7? O • t- fc- tH 

S ., «B -U f +> 
01 01 ^, 03 03 03 

*j £7 ^^ c fl a 

6 §5 d« J J J 




t^ 


?> 


P 


< 


< 


C 


< 


CO 


cc 


a: 


< < 


< 
























































v ^ 


^ 


*u 


*Z. 


1 




's 








t- 


*u 


c 






c 


. a 


a, 

c 




li c 


a 

c 


' 1 










a 


a 








c 


O 


E 


c 


c 


c 


& 






£ 


H C 






s t 








(- 




c 


a 


13 
O 


C 


c 

c 

> > 


C 




> 


\ a 


C 
> 


> > 


£ 
> > 


"o 
c 




4 




K 
H 
CO 


o 

PQ 

X 


> 




c 




- 


-t- 




03 

3 


'e 



3 



3 


E 




-d 

o 








*■ 










d 


z 


C 


B 


t 


1 



+ 


01 




6 






a 
o 


1 

c 

1 


4- 

I 

- 1 


a 
a 

(- 

D 


1 


o3 
O 


> 



> 


O 
> 


c 

1- 
a 


01 
03 

3 




01 


E 


> > 

E 


c 




6 


Z 


d 


c 


e 


E 


c 

3 


B 


> 




03 


: 


r 
X 


.; 


— 


c 
£ 


B 


_c5 


^ 


_K 




JE 

3 


3 


2 
"« 




< 




< 


< 


< 


< 


< 


< 


< 




; - 


< 


< 


< 


< 


ff 





450 



City Document No. 26. 



o 



c 

«S 

u 
eS 

3 

o 

o 
u 

c 

c3 

C 
o 
-u 
C 

eS 
M 
C 
"? 

E 
to 

u 

o 

5 

o 
h-j 

C 
c3 
v. 

o 



t/3 





<N 

CJ 




e> 


CM 




e\ 




tj 


tj 


■* 




T* 






■^ 


c 




cr 


ii 




c 


o 


IN 


(N 


c\ 


c\ 


O) 


(N 


CI 




c\ 


cs 


e\ 




CN IN 


>> . 


CJ CJ GJ 


02 




OJ 


OJ 




o 


OJ o 


OJ OJ 


















i-i 


















a <u 




































03 Jj 


o 

IN 


O to i-i 


IO 


co < 


CO 


co 




(N 


00 If 




t£ 


o 


le- 
ss 


CN 




CN 


1-1 




CO 1-H 


1-1 


"-< 














co 


OJ 


oj d o 


o 


+i si oj' 
o 3 oj 


OJ 
OJ 


CJ 
OJ 




8 If s- 


a £f 

03 <! 




O 


O <! O 


^ 


O <! Q 


R 


p 




P 


< 


CO 


'--th' 
03^?, 


to 


to i> r~ 


t^ 


OJ GJ OJ 


OJ 


OJ 




- 


OJ c 




00 CJ 




































i* 3 


oj 




OS 


OJ OJ OJ 


OJ 


-. 






OJ C 


►*.3 




































o> ■ 




































sal 

^ Pi 03 


(M 


oc 


i- 


00 


IIS 


a 


ev 


t^ 


to 


o 




c- 


oc 


c 








CO 


c 


i- 




<N 




« 


i-H 




CN 




« 


tM 


tr 




w 


■* 


CN 


s 


oc 


CO 








co_ 












a 






o 


CO I'* 






"* 


N 


^* 






co" 


^t<~ 










CN 


' 


c 


IO 


-a-s 






































+3 OJ 

M OJ 




I- 


■* 


t~ 






a 




00 


(N 


to 




<N 


C 


H* 




t> 


to 


CJ 


3 


tc 


IN 










r^ 


■41 


w 








■^ 




>r 


CO 






CM 


00 










00 


OJ_ 










tc 








iS.g 




















rt 




















T3 






u 


+ 








>. 


>. 


=8 








' t: 






OJ 




o3 

a 




a 


S 

PQ 


a 

03 






B 


Fh 
3 


OJ 
Fh 






t 


ct 






d 
d 




01 




£ 


>> 


a 






o 


o 


'3 






a 








> 




m 




S> -Q 








a 


a 


O 






p; 


"■ 






03 




>> 

"2 

'3 
h1 


a. 


4= 

B 
cc 

F- 

e 


'3 

Hi 


Fh 

03 

S 
PQ 






OJ 

OJ 
Fh 

'3 


OJ 

3 

OJ 

'3 


OJ 

'3 






S p: 

t 

>. u c 

a t. 

03 "£ 

a c- 

1 * 




c 

E 

_c 

H> 


CO 

- 1 

d 

■a 

03 




43 

0J 




12 




>> 


— 


| 


5 


a 


,-q 




| 


B 
c 


<* 




Ot 


03 




0J 

03 
O 


e 



C 


a 

E 

PC 


-a 

o3 
Pi 
<« 

O 


'3 

Hi 


C 
c 


> 

F- 
6> 


' OJ 

^2 


OJ 

>> 

J2 


Fh 




0. 

£ 

e 


fi 

F? 


d 

OJ 

5 


a ti _ i 
o o 

O 43 
F? " 




ffl 


Pfi 


£ - 


-»j 





PC 


3 


^" 


43 






& 






OJ 


i 
1 

3 




0J 
5= 

0) 
OJ 

CO 

CJ 

o 


— 

F- 

e 

PC 
> 

(J 


3 

h- 

C 

= 

c 
a 
> 


0) 
N 

o 

1 

u 


IP 
03 

o 

o 


C 

pe 

F- 

ee 

t 

a 

PC 
> 


1- 

£ 

% 

■ — 
'5 


'o3 
Fh 

1 C 
.2 

03 


'3 

Hi 

OJ 
OJ 

o 

OJ 


o 

OJ 

OJ 
Fh 

Ph 

'o 

-*j 
Fh 
O 

d 




SI** 

(J . rt 

W - ^3 
-o s .SB 1 

3 d ^ o 
pq >> <5 o 

£ 3 ?s 


o S 

'- '— I 

« o 
d oj 

8 hS? 

a *" & 

d 43 OJ 
.S UJI7 

co g6 

>3 00 

^2 . . 




a) 
Is I 




a 

F- 
4= 

a 

B 

c 


E 

r 

< 
C 

a 

B 




Ph^ 

'o'o 


— 

'5 

F^ 

a 

5 
a 

> 


B 

F- 


o 

03 
OJ 


OJ 

Ph 
o 

OJ 
03 


43 

OJ 

to d 

l> OJ 

OJ 

opS 

H-3 


'5 

l-C 

a 
a 

- 


a 
a 

F- 
0. 


O h 

12 o 

FhQ 

■a- 

O c3 

h-^3 

£ d 


— 
q 

g 

4- 


O OJ 

U o 

hjP 

CO co 
OJ 

o 3 




°+; 




*J 







03 


OJ 
OJ 
Fh 


OJ 
M 

OQ 


>. 


f 

c 

E 

a 

- 
r- 

4= 


M s 


D 


10 ^,03 






c 


B 


CQ 


^ OJ 


f 


a 


CD +3 

3 


Fh 

d 




1 

c 

HJ 
< 




F- 






i 

B 

< 


c 

& 


4^T3 

0J F-. 
OJ 03 

2 


OJ d 


c- 

< 

4J: 

<: 


c 

p 

< 


2S 

OJ 

O 


o oj 

•ccd 

I"" 


1o 

OJ o 

0J<i 
Li 

Ph 


a 

B 
< 


03 


— 
-? 

< 


"S3 

OJ CS 

2 














































^ 


^ 








































oj 


a 
















a 


a 


d 




















a 


B 


4 














o 


o 


o 




















o 


c 








































Fh 


F- 
















00 












t 












a 


P 


( 










o 


o 


o 






1 


c 










to 


>> 

'S 


> 


a 
c 


a 
o 


a> 

a 
o 

Fh 


d 

p 





CQ 

03 


PQ 

43 

CO 

03 


pq 

CD 

03 




> 


c 


' c 

- 




a 

p 
: 

;- 
P 
> 


H & 

d 

^3 


H 
« 

CO 


OJ 

Fh 
+3 


F 


F- 
P 

> 


a 


a 
"3 


F- 
P 
> 


c 

a 

a 


OJ 
U 
CD 


B 

OJ 
OJ 


OJ 




i 

C 


> 

9 


H- 

B 
c 
a 

43 




1 * 

' f! 

43 
OJ 

OJ 




p 


o. 






OJ 
















03 










Fh 

03 

Fh 
OJ 

43 


r 

E 
s> 

F- 
■2 




FH 

d 


OJ 

CI 





a 

F- 
1 


o 

CI 


d 
o 

a 


c 
o 

H-3 

M 

a 




F; 

E 


3 
c 

a 

c 


OS 

F; 

a 

d 




41 




d 
o 






o 

03 


o 

OJ 

03 


s 


J 


'3 
13 


'3 
d 


'd 
d 




O 

43 

E, 




c 
pq 




M 
s 
o 

pq 


">, 




03 

m 




PC 


a 
PC 


a 

PC 




a 

PC 




5 


PC 


OJ 

P5 


n 


m 




ff 


3 




pq 





Public Works Department. 



451 



a Oi Ci 



i-l 1-H (N 





OS 


on 


00 


OS 


as 


OS 


OS 


OS 


05 


t- 


OS 


00 


OS 


oo 


C5 


OS 


00 




T— 1 


































0! 


OS 


os 


os 


OS 


OS 


05 


os 


OS 


os 


OJ 


05 


OS 


— 


o 


OS 


OS 


OS 



^-i to ta 



CO -H l-H r4 



i o 



,3 « 



Pi S 



O 2 
S PS 



g « 



C3 >i 




O 


°"5 




as 

a 


^ 


OJ 

as 


oj as 
3P3 


03 r> 

J2H 


> 


m 


fl-' 


-<£ 


V 


a 


> 
03 ^ 


«a G 





*a 


e"E 


a^ 


of 




O OJ 








3-° 


<J 


-a 


"B o 

so 



>tf H 



is 

•^ OJ 

°c5 



<« £ « 



SO 



r» 3 



,2 s 

550 



« 8t1 



3 a 2 







"So 




a-' 


►J 


2 




|f 


OJ 

c 


<~0 


OJ 


-£ H 





73 




*S 


d 


■s « 








"-H 


< 


<N 


< 



^ a to 



2 O 
o ^ 



£0 



— OJ 

22; 



■S" : : 5 : i 



5. >> 



V «3 



o o 



452 



City Document No. 26. 



^ •«*< 



CN IN IN IN 

Oi Oi Oi Oi 






i-l » H 



<< Q 



i> i-i th eo 



fc fc < 



W 00 CO 



<! O 



3 

.5 

o 
Q 



C 
cs 

c 

o 

c 
*S 

cs 
M 
C 

'> 
« 
£ 

o 

o 

cc 

o 
-w 

c 

CS 

«- 

O 



> 

cS 

a 



S3 









CT> 00 C5 



Oi 00 OS 00 



afe 



o & 

■*= ID 



2w 

OT3 






i-i co ii 



tf m 



pa ^ 



s o 



s •< 



o a 



& * 



>• -3 



w .2 



o -s «=' 



•£PE] 






<1 w w £ 



"S3 


t-i 














nO 




cd 




o 


a 
o 

a 

cd 


CD 
CO 

o 


.3 


CD fc- 

in 

CO 


H 


U 


s* 






o 


< 


< 


U 



Tl <D 



«*-c CD 



-— ' CD 





« is 




-3 * 








CD 




> . 




O m 


CD 


M o 








upq 


to 


"°° § 


J= 


tsH 



^s. ^ 



a 


1 "? 




' C 
C 


a 


a 

c 


a 

. C 

c 




'J 


a 




a 









o o 



oooo ooo ooo 



Public Works Department. 



453 



01 2 



P 6 



r-. rt rt T3 



2 ffi 2 



<! £ 



00 


OS 


co 


oo 


oo 


00 


os 


to 


oo 


oo 


oo 


oo 


OS 


OS 


OS 
































03 


Oa 


OS 


OS 


o 


OS 


os 


os 


OS 


OS 


OS 


OS 


OS 


OS 


05 



<N i-H ^H 



as fe 
as £ 



Wo 
offl 



a "-J 



M 3 



W H 



►I 



h «-S 
-a o 

^P 



6 ^ 



* -3 



r £ 






cs >, 

c3t3 


tf~ 


>>fc 


a 


sz 


<; 


£-0 


•a >> 


ot; 


O OS 






o 03 


£p 


tJ-n 


ft iff 


^o 


> 3 



"O £? 



5 s 



<1 Q 



W £ 



■8i 



c3— i 

W2 



£0 









,2 « ** 





>> 


M.^ 


W& 




o 


13 o 
03 ^ 


OS 




T3 


so 


a 


e!<-> 




gb 


t^ 






a asW 


>-o 
Bog- 


as 3 
as cs 


at 

CO 

o 


03 
# >> 

a 03 
.2« 


o 
0) -*^ 




u 


's og 
o> as 




0) ^ 

^3 5 
to as 


o . 






a 


§& w 


-*8 


Q-2 


-Q 




- 


00 TJ* 


_, o 


T3 W 


tH r5 


•S v 






o+> >■. 


■oO 


>1 


&£ 

'C'3 

OS 

13 . 


§ tj 




02 
O 

+3 


S o cs 

HI 

o« 
So-2 


,2 03 
fe ft 

^ o o 
ol-2 


OS fl 

i-l.2 

— - 

o a 
c o 


^03 


> 03 


& 


8 




"S° 


(U-rH 


'm "*^ 


1S^ 

O-Q 


as 


M 

C 

o 


+> 53 s 

q3 C3 [-. 

<~hh en 


m.5 2 

■"S Q « 


<u- o3 


O^ 




















U 


CO 


« 






CO 





O Q 



P Q P P 



454 



City Document No. 26. 





o 
U 



C 

c3 
3 

o 

U 

c 

ed 
C 
a> 
+j 

C 

'3 

c3 
eX 

C 

'> 
a 
K 
t» 

O 
CO 





•* 




CM 






COCV 


CO 


co 




CO 


© 


-* TX 


■* ■* 


■* tJ< 




eg 




CM 




NC\ 


IM 


CM 




<M 


CM 


CM C\ 




CN 


c\ 




CM CM 


>> • 


S3 




o 




oa 


OS 


35 




33 


3. 


33 33 


C73 S3 


33 33 


-Cm 
el £ 

C3.S 


o 




l^ 




-h"oc 


oT 


■* 




■* 


13 


.03 .03 .'-. 
00-3o ro - c 350 


h ft 


oo 


















CO CO .% 


c 




CO CO 


s « 


























3 




3 




rSW 


bi) 




> 




c5 o 


03 


3 
3 
1-5 




3 
3 
^5 




ii ti tc 


M M u: 


cm m 


o 


3 




o 




03 


03 




3 3 3 3 3 




< 




fc 




PR 


P 




cc 


<J <jh p < < 


p <j <: 
















CO 




00 




















S:2 

£ °3 


o> 




t> 




00 l- 


oo 








00 


33 C 


33 C73 33 33 33 33 














1 




1 


















33 




05 




333 


33 


f- 




t~ 


3: 


o a 


33 33 33 










Hr 


,H 


03 




35 


1-1 


i-i .- 




rH rH i- 


i-H 1-H 
















i-t 




1-1 




















gS-i 


00 




<N 




00 If 


-* 


o 




T(H 


O 


l> o- 


O t- C\ 


w 


CO o 


t^ 




IN 




OCA 


• OO 






33 


CM 


■* CO 


co co a 


oo »o 


" ^ * 

^CO>H 


■* 




•>* 




■^L* - 


• oo_ 


CD 




CO 


CM 


















CM~ 




00 




■>** 


<M~ 


CO 




CM 




















+» 03 










■ — ■- 




























co 




1C 




CM 


^_, 


-* 




33 


<N 


33 t-i 33 O 33 rj 


i-H S3 


bo 03 


m 




OS 




Th 


33 


CO 




O 


CO 






CO i- 




s fa 


lO 




oc 




(> 


to 


35 




CO 




















(I) 

J a 






■H 




CN 




co" 
































































'3 




>> 

'3 
h-1 




"3 

43 




>> 
'otj 


-3 


H 

' = 
Ph 


03 

a 

03 
-5 


03 

a 

03 

1-5 

>> 

X! 


3 
03 
03 


Z 












"3 ? 

03 g 
03 03 




0." 
3 

a 

03 




03 

a> 

Fh 








03 


o 

FH 


3 


"2 
'3 
i-5 


>> 

3 
03 

ft 


P 












t? ^ 






to 




03 






03 






E 
o 
O 
a 


>> - 










^ 






§ 




-fj 
03 

H 






3 


a 

=8 


0) 
03 

_J3 


03 
03 


F- 
F- 

a 
PC 


E 
a 




c 


c 


s- 


3 o3 

PQ PQ 

- i-; ►-; 




a 
'> 

03 
GO 

"o 




O 






"S 


3 


ft 


"S 


.S 


i- 




"S 




% 


£ 


a 






F* 

o 




-3 

3 
O 


03 


p 

03 


3 
O 

3 


o 

3 
Fh 

3 


E 

C 


fc; p= 

03 s - 

ca 


3 H- 


0. 




.1 
1 


tn 

3 


J3 

3 
O 

03 

03 

oo 
o 

a> 3 

Fh 03 

■+-» a» 

a 5 

"3 >i 


03 
03 

<M 

lO 

o 

03 

3 

no 

> 3 
03 03 

~£ 


3 QJ 

03 

o 

is hj s 

•P 0) J 

a f pc 


03 
03 

in 

s 

03 

to 

13 


? 03 
03 03 

£*" 

oo 

03rf 
> 

O o 
03 

."2 " 


a 

03 
O 

13 
3 
O 

a 

,3 

25 


O 
U 

Fh 

"3 

03 

o 

■£> 

-3 

'5 
h-1 

03 

3 
3 
03 


■° a a 

03 ^ ffi 

3 "° S 

d -d (T 

> "S ^ 

03 M > 

Fh -C 
03 . _ 

"S ® 3 

J k 


nue. Laid by William J. B 
•eet. Laid by D'Onfro Bro 
Laid by William J. Barry, 
rchester avenue. Laid by 
rchester avenue. Laid by 




W 


Eh 


03 


03 


<+.. C 


'S 


S2 


C 


> 




> 
a 

F- 

a 

| 
P 
+■ 
< 






2 Q 

03 o3 

2 ° 

1 1 




oPQ 

Sa 

to o3 
-P-3 

OS 

^^ 

o 


*5 

O • 

a'E 
10 a 

03 03 
<£« 

oo 


h oj — 
2 03 4 

0) to 


1 O-u 

s| 

3 O 
OQ 
+j to 

03 2 

03 g 

001-5 


'o 

-3 

3 
O 


X! £ 

£P° 


^3 

1i 

o o 

^p 

CM 


03 
Fh 
03 

03 
,3 
03 
Fh 
O 
P 


O o: 
1-1 a 

° 1 

03 X 

T3 c, 
to c 

-" p 

03 ■»- 

H < 


-4- 
0. 


1 

3 

i 

-t- 

< 


— 

E 

F- 

a 
E 
£ 
c 
C 

< 


t 

c 

< 


























's 




















FV 




f~ 




'm 


*u 






^ 


o 






"s 














a> 




03 




03 




03 




03 












































^ 














0) 




03 




03 


03 


S 




03 


o 

m 

3 
O 






c 


x 


1 








EH 


O 
O 

Q 




o 
Q 




XI 
03 
Fh 

o 

p 


J3 
Fh 

o 

p 


h3 

t-H 

o 

p 




^3 
Fh 

o 

p 


Q 


z 

a 





Fh 

c 
R 




i 

c 


a 

H> 




03 

03 

^3 


W 




















CO 


,£ 





u 






a 


c 




K 


0) 




03 




03 




03 




03 






5^ 


a 






Fh 


Fh 


En 


3 




3 




3 


3 


3 




3 


HJ 









a 




' c 


c 


o 


W 


a 




d 




3 


3 


d 




3 


03 


c 


p 





HV 


01 


.3 


p 


p 




03 




03 
> 

as 




03 

03 


03 


03 




o3 


Fh 


-t- 


- 

a 


F; 


b 







3 


3 




Fh 








(h 


M 


F-i 




Fh 


Fh 


c 


g 





03 






a 


03 




(D 
r3 




4 




03 

-3 


03 

-3 


03 




03 

03 

XI 


03 

X3 


c 




+3 

H-J 

a 
O 


03 
C 




Fh 
(31 

3 


Fh 

) bO 

3 
o 




















a 


c 






I 






E 


















u 


















a 








O 




o 




O 


o 


O 




o 


o 


c 


3 


3 





s 


~ 


X 


TJ 




P 




Q 




P 






p 




P 




P 


P 


p 


P 


p 


H 


w 


H 


R 


w 



Public Works Department. 



455 



— 










f 




co 




■* 


■^ 




■>»< 


<N 


■* 


■^ 


CO 




CN 




CN 


CN 




c- 










-. 




CN 




CI 


CN 




CM 


-l 


CN 


CN 


C) 




CI 




CI 


CN 


a 










a 




O 




- 


a 




- 


~ 


a 


a 


o> 




- 




- 


C33 




t: 

4. 


-c 








0. 




t 




1-1 


41 


1-1 


^ 


"^ 


1-1 


'"' 




rt 




^_ 


rt 


c 


X 


,c 


,fi 






.c 




^5 


<c 


c 


-= 


-^ - 


-t' 




d 


O! 




t> 




1-' 


1> 


CO 


'S 


'5 


"c 






'5 




'E 


. 


CO 


'c 


*"* 


CN 




CO 


3 
1-3 




1-1 




1-1 


^ 


bb cc 


CC 


tc 




> 


te 


c 


«= 


b 


bo v 


b 


4) 
CQ 


> 


b 




ci 




c 


O 


; 


c 


p 


e 




c 


c 


03 


= 


P 


p 


a 


3 





S 




4) 








"H 


£J 


& 


P 




y 


t 


P 




<t! 


< 


& 


<5 


^ 


-< 




R 




Q 


fl 


a 


a 


OS 


OS 




X 


r 


X 


CT 


es 


CT 


r 


OJ 


t~ 


o- 


o: 


oo 




t- 




f- 


l> 














































cr 


r 


O 


- 




r 


5 


r 


5 


~. 


C" 


r 


r- 


~ 


- 


cs 


- 




- 




o; 


Cl 


CO 


C 


o 


<N 




c 


c 


C 


r- 


lO 


CO 


c 


U5 


•* 


c 


o 


CN 




CN 




IC 


o 


co 


in 


t- 


co 
in 






co 


S- 




(N 


CO 


-tf 


CN 


CO 
CN 


c 


■* 


I- 




CO 
CO 




CN 


CO 

o 


S 


cn 


■* 


■* 




c 


IN 


i- 


a 


00 


c 


CN 


00 


lO 




c 


O 




t^ 






CO 






CO 


in 

CO 








«c 






T- 


i— 




■* 


CN 


tH 


X 




CD 
CO 






in 
CN 






"5 


F- 












= 

o 

o 






o 

4) 


e 

03 

o 






T3 

» 

: 

F- 

"5 




5 




? 
C 

Fh 

41 

pq 



03 

Fh 

o 






o 

pc 




















£ 


w 






rt 




a 




H 








a 












>> 






73 


T 




> 




.c 

Fh 




zz 


13 


c 

> 
f- 
a 
PC 


,- 


Fh 
F- 

03 

PQ 


f : 

a 
a 




C 




c 


' 


c 

cJ <- 
C. += 

s g 

o J 
O pc 




ompany. 
by Berns 

ant. CO 


e 


03 




45 
03 

— 

a3 

o 




'?. 


£ 

PQ 
>> 

T3 

1 


ft 


' 1 ^ 




c 


p= 


a 


• 
• PC 


.2 

c 

g 

F 


> 

a 

PC 


> 4. 


a 
c 

■ | 


4 


Fh 

c 


£ 

ci 
PC 


C 

c 

> c 

pq 

I 




'5 

Fh 

C 

— 





a 

c 

a 


i- 

i 


P= 

*£ 


— 

a 


3 
D" 

>> 

41 

& 

41 

fl 


Pi 

a 

P 

pc 


> 

a 

i- 


■> c 

p 

_ 



I 

<- 


> 

a 

£ 
• .5 


1 




> 

PC 
i- 

£ 


o 

o 

U 

% 

0. 


- 


c 
PC 

> 

c 


£ 
• 1 


° 

bo 
T3 


w 
•a 

a 


1 


4 
< 


Fh 

Fh 
3 

03 
o 

41 

R 


> 


■ i 


a 

3 


o 




> 


•— 


i 


>, i 


c 


*C 


K 


> 

X 


"a 




xo 


a 

4 


c 


> 


to c 

o +1 

O ■ 


"5 


a 


i 


c 


i 

i 


,J3 

- 

? ^ 


"5 


> 


^3 B 

1 ^ J 


a 
a 


3 

: 


F- 


1 

o 


03 

s a 


F- 
H- 

'i 


o 

Fh 

o 

3 


c 

c 

J 

e 


i 


C 
c 

P- 

c 


.= 
i 

u 




< 
< 


'J 


| 

a 


t: 


! 

s 


4 

I 

> 


h- 


i 

a 


IC 

c 


f- 
a 

£ 


5 

c 




CC 
F- 
« 

|r 


Fh 
- 

a 


■- 
c 


CQ 
>> 

^3 


i 


E 


f F- 




eB 


: 


t 


f. 




) «■ 








F- 


£ 




c 


jj 


£ 


— 


c 


--' o 


« 

c 

-: 

C 

P 




CC 

4 


■ 

% 


-c ° 

3 

si 


'I 
f- 
a 

£ 
c 






< 


3 ^> + 


5 


bo m c 
S g C 

1 .i -1 

2 1 1 


1 

4 


■83 

Cu o3 


03 

> 

3*" 


sylum streel 
E. Grant. 

•avis street 
(New.) ■ 


< 


< 


OC 




< 


< 


< 


< 


! < 


< 


5 


< 


IS 


t 


< 







PC 




< P 


















c 














c 




























c 




















"Z 
























Q 






















a 





















• i 


c 


i "^ 

> 1 
) c 

i > 












j: 


c 


, 


z 


i 


P 


ft 


I 


J 


c 


a 
: 
c 
f- 

c 


i 


a 
C 
c 


- c 

"a 

- 1 
> 1 


> + 

c 


4 
< 


< 


c 

c 


4 c 

c 

- p 


k 1 
c 

F- 


> e 


c 


i 


z 
C 


i 


> 


o 

H C, 


< 

J. 

c 


a 




! c- 




c 


" - 


;j 


a 


- 1 


c 


> 






C 


^ 




H- 
4 








c 


) ^ 


X 












' 'Z 
















4 






41 


P 


J, C 


C 






"c 


> + 


1 c 


i v 


+ 


: & 


^ T 


' a 


< 


I 


£ 




I 




c 


3 
C 


< 


) < 


> c 


c 

F- 
-t- 




( 


j c 


) 

4 (■ 

3 


J £ 

> c 

- J- 
' t 


5 t 

j £ 
1 " 





+ 


a 

) 4 

; I 


a 

t 

f- 


a 

F> 
+ 

F. 


8 

1 > 


a 

> 




c 






41 
> 
03 

3 


c 

i 


i a 

5 « 


1 < 


c 

1 

c 


! 
> 




I 1 

5 2 


i ] 


5 .5 

- - 


i c 

H 4 

J 5 


J 

i 


i ! 


\ I 

> C 

4 t- 


c 

o 


< 
C 

c 




\ i 

i c 


c 

s 




c 




c 

F- 



O 
03 


5 


i b 


\ & 


b 




(i 


^ d 


H Cl 


H t 


H C 


! C 


5 c 


5 C 


H 


s 


1 t 


; & 




tr 




& 


PC 





456 



City Document No. 26. 



<N <N CM. <M <N CM 



p < q 



2; P & < < 2 



O 



M 

E 



OQ 
o 

C 
- 

O 



a. 










t^ 


r~ 


OS 


O 


oa 


00 


t^ 


oo 


CS 


o 


o 


OS 


oo 


t~ 


00 


cs 


OS 




































os 


os 


OS 




OS 


CS 


CS 


o 


os 


o 




33 


~ 


cs 


os 




a 



CO CM CO IN CM OS 



00 CM CM 



■H C4 r-l iH 



>, ^ £, 



- K 



- i-s a 



o g 
Is 

c3 


o 

Q 
"3 


is 


1 

>> 

-3 


^ s 


C 


>> 


C3 










tSfj 


CS 


— 








'3 










d 


o-3 


o 




a 
o 
> 

c3 


G a 


o 

CS 


-s 



~ = ° 1-3 



si « 



« "o 

^ Q 



« « 



K pq 



tf 6 



>» = a P 



^ -i ^ 



c-a 



— r 


cs" 


a 


a* 


rt 


n 


^j 


^ 


QQ 


cs 


OS 


• 




















3 






o 


_^; 


a 

as 
> 

c3 

cs 

-^> 

o 


e" 


o 

o 




as 


a 


03 


- 
as 
> 

cs 
as 


a 

as 
> 
c3 

cs 

cs 

^3 


as 


a 


| 


O ° 




a 

o 


OS 

g 


s 


O 

o 


.2 
as 

F 


PI 




o 




= -d 


>> 

.a 


a 


2 


Eh 

o 


cs 

o 


2 


S& 


£ 


w 


CM =9 


SP 


-3 


u 


K 


J3 
cs 


(-1 


p 


U 


























j 


< 


«! 


iH 


cc 




< 


W 


W 


<) 


< 


< 



CO -< <; 



•5 (3 



a JS 



s -z a 









































































c 
















































c 

c 


» 


a 


c 


a 
P 


o 

0. 


c 


N 1 




*£ 










t-t 

a 

- ft 



a 3 



r3 o -u 



P. C 



O >> Q 



i-H O .-5 






I — t » — t •— » 



Public Works Department. 



457 





O 






-t 


■t 











■* 




-f 




M 


ro 










^t 


-* 






<N 




<N 


cn 


IN 




cs 






« 




cs 




Bi 


(N 










cs 


cs 








03 C 


a 




r 






c- 




r 




c- 


C 










c- 


C3 


















Tj 
















1 






1 






i 




o 












a 




c 




c 









Z 


c 


a 






— 


a 




cs 


c 


ec 




C 




-^ 


cc 








C 


— 










p 


O 




(M 


!s ' 








IM 


a 


y 










C-) 


CS 












co 


'c 
















'E 


"c 




'c 










'= 






'I 






■-Z 


>. ' 


c 


bi c 








■^: 


c 


V 


M - 




c 


CC 






tc 


e 


H 






~ o 3 c 




C 


c 


= 


a 


c 














p 




3 


~ 


•5 p p 


< 


P 




12 




t 


(f 


< 


t 


^ 




- 


t 


£ 


t 


P 


-< 


a 


i> c; o o c 




oc 


a 




c 


c 


a 


oc 


oc 


_ 




a 


c- 


C3 


3 




03 03 03 03 


3 


r 


3 


c 


01 c 


03 c 


r 


r 




OS c 


C3 O 


oc 


c-i 


CI •" 


CO P 




cs 


— 


C 




>-- 


c 








c 


ia — 


U3 O 


■* 


•*t 




B 


M 1C 




c 




a 


t^ 


C<1 c 


ir 


c- 


t^ 




Cs 


CS C 




t^ 




■*t 








IT 






ct 


1H 










; 
















CN 














N 


c 




























IC 




OC 


C 


X 




t^ 






t^ 






IT 


u: 


c 


p 


O O O M CI 




ir; 












cs 


B 












s 


^ 












CS 












a 




y—v 






































S- 




"E 


-^^ ^ 










s 














































c 




























c 




a 




» 










g 


> 


























c 




g 


5 


PC 


| 










c 
















c 


& 








§ 
>> 


~ 


E 










a 

c 


5 












3 
O 


£ 

E 
z 
O 
a 
a 

< 
- 

pc 
c 


| 

c 

03 

a 

a 


■15 

s 
c. 


— 
c 


z 

i 

- 

> 


"3 

t 
3 


d 

E 
a 
O 

d 
c 


U. 1 

S £ 

PC > 

j 'j 




C 


e 

c 

> 




c 

& 


j- 
PC — 
c c 

"I i 


E 
c 


5 

1 


9 


E 


C 



PC 

•-3 


C 

01 

PC 


> 

03 


» C 


>-s 


c 




c 
O 

"5 


'5 


pE 




' H, 


> 




.& > 


1 > 




1 > 

? 


> c 


s 


03 


> 


PC 











p- 


S 




c 




PC 




B 


PC 




pi 


- 


e 

C 


>1 


5 
fc 


J3 


>- 





s 


c 
a 




3 





a 

c 


'5 




s 


E 


9 
9 




>-: 




; 


I-! 


hC 


> 







a 


> 


1 e 




>> 








> 









| 


_? 




C 





_= 






PC 


- 






J2 











X 




















'5 


Q 


i 


> 


■; 


-2 

c 




'S 


I 


c 


a 


> 


t: 
> *5 


% 


: 


"a 


1 


i 


% 


= 


>> 
x 3 




a 


> 


> "S 


H 






c 


* 


X 


a 


> 


' C 


C 


> 


» > 


> > 


> > 











x 


'3 






^ 


< 


c 






x 


c 


X 


x 


x 


X 


"c 


> 


*Z 


"c 


"5 


►C 


0. 








— 


01 

3 


[1 


c 


O 03 


s 


"Z 





T 




'0 


"s 


'5 


t-C 


s 


I 


a 






c 
a 


PC 




0) 




c 


e 




c 

a 




c. 




hC 






hC: 


^ 


m 




PC 




a 


> 

03 




> 

03 


c 







% 


> 

03 

















a 


X. 


= 
c 

+3 


c 





« 


| 


c 


>> 


h 





r 


c 

a 


a 


a 


c 


& 




+ 


-*- 

a 

a 


a 


a 
9 




p 

3 ' 


= 

a 

03 


* 

g 

"S 

X 




c 
'5 

-i- 


f 

c 

£ 

-*- 


a 

s 

1 


e 


*: 

i 

OC 


3 


a 

- 



■£ =3 


^ "o 

->j CI 

3 T 

S "S 


1 


a 

c 

c 

p 




a 
* 


a 

a 

C 

c 
1 


a 

"r 


a 

c 

'5 


tr 




c 
I 

Eh 


P 


cS 


^ 


K 


< 


< 


< 






< 


O 


? 


H 


< 


< 


< 


5 


< 


< 


< 


< 


< 










































1 














V ^ 








c 


















- "c 




£ 




3 




























c 


s 




c 


+ 








1 


c 
c 




s- 


c 




c 

PC 

c 


"c 


"c 




1 


u c 

-*- 


"c 


c 
c 


P 
c 


c 


c 









CO 






c 
c 

(- 

c 
> 


c 
- 


a 

« 
- .c 


° 

PC 




z 


c 


J 

PC 
-*- 


c 

'Z 


- i 

a 


1 
I 


> 



< c 
> > 


> S 
C 


= 
"5 

c 




5 

c 

■ — 

c 

c 
a 
> 
03 

c 

9 


X 




- 
a 


1 

a 


c 




, 

a 
PL 


1 

-t- 


1 
j 




a 

a 
a. 

c 


i 
t 


c 

c 
a 



c. 


■ \ 

a 

t- 


a 

c 


X. 

c 

C 

c 


c 

-4- 


a 

a 

a 


a 


a 

X 

0. 


c 

a 
a 


1 
a 


< 

c 

- 


CD 
CO 

a 

a 


a 
9 


c 


c 
c 


c 
0. 


a 

c 

►J 


c 
: 

c 

c 




1 


'5 


c 
'3 


C 

1 




> 



03 

c 

I 


c 

c 


IS 


£ 





E 
C 


> 

c 


1 






H 




§ 


S 


S 


IS 


§ 


s 


s 


< 


s 


~ 


i 


? 


s 


~ 


i 





458 



City Document No. 26. 



o 



c 
c 

c 

eS 
W> 

C 

'> 

CS 

E 

to 
-i 
u 
o 

s 

C 
C3 

'- 

O 

J3 





CO 


CO 


■*< 


■* •* 




Tt 


CO 


T) 


CO CO 


co ■* 








<N 


CN 


CM 


CM CM 


CN 




CM CM 


CN 


CN 


CM 


CN 









>, 


OS 


OS 


OS 


OS os 


OS 


OS OS 


OS OS OS 


OS < 








































T 


■d' 


r! <u 
















CD 


















cs 


S.tt 


CD 


CD 


00 


CO CD 


CO . 


co ■ 




V 


* 


43 


fe ft 


CM 


CM 
























m m 


OS 
















'& 
















'c 


a 


*Fh 


*Fh 


CD 


bi bi 


*J crt ^j fab 


CD" 


cs' 


C3 


a 


ft 


OS 


3 3 


a w o 3 










c 


O 





«< 


<: 


P 


<< << 


O P> O <1 


p h Ft! 


p t> P2 






oo 














00 




















t~ 




OS 


OS c 




OS c 


00 ( 


OS c 


|l2 




1 






























05 


t~ 


OS 


OS < 


OS OS OS t» 


OS OS OS 


OS O 


- 


OS 


><R 






OS 














OS 


















- a m 








































r~ 


CO 


o 


C 


00 


CC 


CN 


cc 


I> 


CX 


oc 


I> 




t> 


CN 


iH 


<; o\°j 


-^ 




CM 




■5 


CM 


a 


■^ 


c- 


00 


•^ 


CN 


CO 


10 C 




CO 






CO 


N 












CO 


>f 


1> 




CN 












00 


rH * 












rt " 


















43 hJ 


lO 


CO 


o 


O O 


cc 


CO CN 


OS 


■* (M CM 


O CN 


r- 


CO 


M CD 


■* 


CO 


o 






CO r 


cv 


Cs 


O. 


If 


CO 


t> C\ 


r- 




8^ 


CO 


co_ 


CO 












CO 






















1-1 


































CD 
M 


cs 
fh 






"3 








43 
3 




2 to 

CD 43 

5 -s 












-p 








CD 








O 




















03 


3 


a3 
R 




« 








O 




O as 

PQ M 












x 




o 














pel 




s c 






S 










1 

CC 




a 

43 


CD 

3 




>. 








CD 


-4- 

5 


fc 


■p 


a 

y 










-*n> 




a 




a 


~ 






6 


a 


£ 














4* 




< 


CD 
> 




aS 

v ft 


C 






aS 
1-5 


P 


. * 


CO 










r 


°5 

cd^ 

-55 43 

Fh >s 

OJ 
3 . 

+SpH 

s« 
§h z 

g3 

M 

g g 

■ti 

,3 aS 

SC 
o 


-a 

-P 

3 

o 

DO 

+3 

O 
CD 

m 

CM 

o 
HJ 

<a 
a 

M 
-P 

"3 

as 

as 
4*J^ 

|s 

-d • 
■£■§ 

45 3 

oR 
a . 

o a 

a .a 
3° 


c3 
hh> 
CD 

43 
CD 

as 
a3 

O 
CD 

3 

CD 
> 
c3 
CO 

J? 

aS 

, += 

O CD 
-p43 
m O 
asp 

Je 

aS 
Oh 
o 

CO 


c 
IE 

c 

~ 

C 
P 

r 

a 
a 

[o 

- 

1 

c 
C 


a 

o 

, o 

n 
o 

1 

1 

O 
"3 
a 

6 

CD 
CD 
M 
-^ 

CD 

."2 

B 

OS 

u 


P 

cc 

F- 

C 

cc 

C 

F- 

a 

PC 
> 

'5 

Hi 

a 
61 
T 
'P 

X 
c 

a 

S 
a 
> 
cc 

'■£ 
P 



■»- 


s 

£ 

F- 

cc 
PC 

cc 

> 
'5 

t 

a 

■- 

C 


' c 

- t 

, c 

T 

F- 
1 

PC 

> 

t 

1 ■« 

c 

a 
> 

c 

c 

c 

4^ 
+ 

4^ 


42 

73 

, "3 

Hi 

T3. 
as 
O 
Fh 

a 

aS 

» =3 

O 

1? 

06 

CD 

g § 
cSft 
CD H 

a 
43O 

5 

O os 


. 40 § 

H^ 12 S 

3 ^ £ 

^ H 

— 
^ 

§ 8 5 

u h Fh 
=8 •£ 

£ a fl 
'3 S ^0 

! ■2* 

§ 2 og 

X 43 CD • 

12 1 j£ 

>3 | ■§. 

CD 3 3 
as OO 

-p *"0 so 

£ S| £g 

■s o5 ^^ 

g 2 °o 

1 §>. |m 

3 JS 3 Fh 

3 m ft 3 fD 
3 3 3 h^ £ 

CD O g a) jj 

CQ cs O as>r 
w aSQ —^ 

-P CD W ^s 1 ^ 


>> ■ '. '. 

FH rnH 

CD 4^ ' ■ 

•§ 2 2 

R cs 

S -g P5 pj 

3 aS 
aS tn 

*? ° >• >" 

>5 . M M 

2 Tj B ffl 

5 s i * 

<D G S 

? 5 ^ * 

aS •- >> >, 

Fh °5 42 X 

CD H- r_H r-H 

h^ 'd ^d 

CO "^ "2 

^3 g R R 
cs 3 
3. a 

p > 1 1 

. 2 1 1 

12 § .9 .9 

CO r-H c3 c3 

■§ ^ § s 

(S -IJ -«J -*^» 




a 




H 


< 


^ 


<1 


<i 


<C 


pq 


O 


PC 


CO 




H 


<C 


^ 


< 




'f- 

a 














1* 

ft 
p 

ft 


























"rt 




-4- 










>> 


e 


4 




















"5 




*Fh 
03 

43 






ac 












c 




















as' 

E- 

H 


a 

c 
f- 

c 

p 




as 

Fh 

o 

p 


>> 
o 




CD 

4 t- 


P 
> 


1 




P 
c 

Fh 
P 


- >> 

g 

■a 



'c 
c 

a 
c 

r5 


1 


p 

c 

Fh 


4 


a 


1 's 

p 

O 

Fh 


c 


OS 

02 


a 


, 


a> 

3 


g, 


^ 


ri 


CD 


a 


> 


+3 


a 

a 


p 

> 


P 
> 


4 


P^ 

c 


P 

> 
HJ 


a 
43 
O 




P 
a 
> 
cc 




a 

CD 
t> 
03 


CD 
CD 
Fh 
hh> 


a 


o 

M 

CD 

-a 


CD 
> 


-3 

c 


"s 

CD 
CD 


CD 

CD 

DO 


a 


'E 


^C 




9 

CD 


'c 
a 


a 


CD 
Fh 









a 


>> 

3 


i- 





3 

F- 


CD 
CD 
U 


rr 




F; 


a 

F; 


Fh 




a 


4: 


t; 


a 




c 
c 




a 

o 

ft 


— 


43 


4: 






oS 





B 








^ 


c 


aS 




i 


& 


- 


"E 


(H 


44 


> 


OS 


"E 


4« 


4> 




4« 


cc 


^c 


aS 




a. 




CD 


CD 





o 


O 


a 




l> 


3 


a 


a 




3 


CD 


'S 






iz 




£ 




12 




^ 


fe 


y 


O 


z 


O 




Ph 


Ph 


Ph 




Ph 


Ph 


^ 


Ph 



Public Works Department. 



459 



IN IN <N IN 

OS OS O OS 



,_! CO t-h IH 



t-i TO CO CO h 



(Q i-H >-l 



p <; Q Q P ^ Q <!<!<! P <;t><0^^t3^ ^ 





cs 


OS 


CS 


CS ' 


OS 


OS 


OS 


OS 


OS 


OS 





O 


OS 


OS 


OS 


SO 


OS 


OS 


CO 










































— 


OS 


os 


02 


OS 


OS 


OS 


OS 


OS 


OS 


a 


OS 


OS 


OS 


- 


- 


OS 


OS 


OS 


OS 



00 00 io cs 




* 1 


"£ 


c 


c 

c 


(0 


1 
c 

5 


- 

c 






v "£ 






' 1 


a 


"> 


i 


c" 


s 




CO 





« .2 



W £ 



rt w 



X P5 -5 



S P. 



-? a> 



T3 m 00 00 

© M rs — 



PU Pn p^ Ph 



Ph Ph « « PS Oh" 



mxnuimmmmm 



460 



City .Document No. 26. 



p < 



.22 t-h i ~ t 



>"iJ 



OS 00 OS 00 
OS OS OS OS 



OS Cl 00 GO 
OS OS OS OS 



o 



03 3^3 
<u g 6 



r-l i-l H •* 



1-H lO 



CO (30 OS 



c 

CS 

u 

cS 

3 

o 

u 

c 

« 

C 
0) 
-w 
C 

"3 

be 
c 

£ 






1-1 CO 



PS O 



o 



PS PS 



CO 



w « 



£ 1-1 





t- 


■4^ 


03 


O B 










G 


-*J 


CO 


*■ H 


X 




03 


O) B 


^2 


"3? 
13 S 


t3 

B 


o3-£ 


.„o 


£fc 


O 






o B 


+3 


+3 


+3 


m -+^ 


1 c 




0) •£ 


» o 


"S'3 


+3 03 


J5 


So 


Jo 


Jo 


w 


00 


CD 


CD 



o o 

^ < < o 









3 £ 



52 

-So 



rX 











0) 

P 



w 2 ps § 



M M 03 (72 



Public Works Department. 



461 



■a h ■» h r-i 



iH i-H .3 CO iH 



P P P < 4 



jS ,-< rt 



P P P P 



«! P 



i-i IN CO 00 i-H 

N N W i-i O 



co co co o cq 









OS 


OS 


OS 


OS 


OS 


OS 


os 


OS 


OS 


OS 


OS 


OS 


cs 


CS 


r~ 






































OS 


OS 


Cj 


OS 


os 


OS 


os 


OS 


OS 


OS 


OS 


OS 


OS 


OS 


OS 


OS 


O 


OS 



H IH rt O 



IN IN 00 O -H 




tf « 



O O b h 



w w 



-> S tf "S 



£ £ 



pq pq 



& £ 



u 


>-i 


£ 


B- 


00 ^-x 


a 


H 


E* 


"S i* 


a 

P2 


a 




oz 


^ 


>> 


£ 


'3 


"o 




-a 


>> 

.a 


i-J 


-$.£> 


fr£ 










►q 


xj 


as 


J3.C 


■q n 












t - 


P 


a 


oQ 


tip 


tu 




> 


» (O 


W a 



•j s 5 



egg 

cs 03 <u 
=i g PQ 



(N o 




s« 


03 

-a 


+J ^" 


U 


a) 
In OS 


°0 


T3 -*J 




a u 


M 



:s • s 



OS 


o 


< 


< 



s p s- 

<1 < <N 



Og 



■p'S 

as'S 



o g 
S as 



a 5 

o CJ 



03 >> 






H S« 



a>-d 
£3 



go 
o 



s?o 
tn 



<" XI ^S -P 



P -s 



« FA 



H H h H H 



£ £ * 



03 03 



462 



City Document No. 26. 



< to 



Q P t> 



a 
o 
O 



c 

u 

3 

o 

o 
o 

c 

83 
C 
a 

-4-1 
C 

'3 

be 
c 

'> 

E 

o 

o 

5 

o 
— I 

c 

C3 

'- 

o 



C/J 



S 3 H 



o o o> 



(N (N <M 



■* <3> id 



lO rH i-l i-H .H 



« II) lO 

.-< oo c<3 



Ol tO IN 



& P 



IE 



3° 

^ CD 



S « 

CO o 
+3 CO 

o — 

*.§ 

INK 






^ 6 
o o 

SO 



I P 



O 



o 



10 9 S 

fi o. 

So ^. 

eO <■> 

b. ° 
5 P 



Stf 



-" a 
2 o 
SO 

0-3 



SO 

£ >» 

•"'3 

OkI 



« « 



fw « a a 



£ £ 



J p. 


o & 








-N 


<u o 


_^ 


h) 


>A 


po 


3 U 


03 

a> 






<« a 






•4^ 




o.o 


> o 


DO 




a> 

tH 






e 
o 






<D 3 


S 3 


m 




1*43 


-t-3 tH 


d 


a 










a> o 


^ s 

p o 

so 


a> 


C3 


a 

S 


lO 


P 


< 


«! 






>> ^J 



f* £ 



IB O 



£ £ is 



8 2 
tf o 



Public Works Department. 463 



APPENDIX D. 



REPORT OF THE DIVISION ENGINEER OF 
THE SEWER AND SANITARY DIVISION. 



Boston, February 1, 1920. 

To the Commissioner of Public Works: 

I submit herewith a statement of the activities, 
operations and expenditures of the various services in 
the Sewer and Sanitary Division for the year ending 
January 31, 1920. 

The maintenance expenditures of the Sewer and 
Sanitary Division for the year were as follows : 

Sewer Service $472,713 49 

Sanitary Service . 1,194,581 65 

Street Cleaning and Oiling Service . . . 821,006 26 



$2,488 301 40 

Sewer Service. 

The annual appropriation for the construction of 
sewers for 1918-19 was increased from $800,000 to 
$1,000,000 and 8.67 miles of sanitary sewer and surface 
drains were built in the City of Boston. The work of 
this service has been chiefly confined to keeping ahead 
of the paving program. 

In city proper sewers were built in Albany street, 
Blackstone street, Friend street, Kneeland street, Mar- 
ket street, Merrimac street, Portland street and Rich- 
mond street to replace old wooden sewers or old brick, 
wood and slate sewers from which we had received 
many complaints in the past. 

In Charlestown the rebuilding of the sewer in Ruther- 
ford avenue, between Dunstable street and Cam- 
bridge street, approximately 3,500 feet of sewer rang- 
ing from a 20-inch pipe to a 6-foot 6-inch concrete, will 
allow a permanent pavement to be placed on this 
street and relieve the drainage situation in this district. 



464 City Document No. 26. 

In Brighton the building of the Faneuil Valley con- 
duit, between Parsons street and North Beacon street, 
will practically complete this particular brook course. 

In the West Roxbury district about 15,000 linear feet 
of sewer and surface drains were built in Centre street, 
between Spring and South streets, in anticipation of 
the widening and paving work. 

In the Dorchester district a 3-foot 9-inch circular 
concrete surface drain was built in Carson street to 
relieve floodings in Crescent avenue and adjoining streets. 

In Roxbury the old sewers in Fellows street and 
Northampton street were replaced with concrete ones 
of sufficient size and at proper depths. 

Contracts have been let for new condensers for 
Engines Nos. 3 and 4, also for new tar and gravel 
roofs over office, machine and engine rooms, and for 
constructing new 7-foot by-pass between main pipe 
chamber and deposit sewer at the Calf Pasture pumping 
station. 

At Moon Island the installation of new gates and air 
rams at the gate house has been completed. 

Principal Works Recommended for Coming Year. 

Brighton. 

Algonquin road and outlet in private land between 
Lake street and Newton line, 2,100 linear feet of sewer 
to relieve existing nuisances in this locality. 

Babcock street, between Commonwealth avenue and 
Boston & Albany Railroad. 

Cushman road, between Glencoe and Dustin streets. 

Chestnut Hill avenue, between Beacon street and 
Commonwealth avenue. 

Falkland terrace, between Hobart street and Brooks- 
dale road. 

Glenville avenue, between Greylock road and Allston 
street. 

Market street, between Western avenue and Wash- 
ington street. 

West Roxbury. 

Archdale road, between Castleton street and Zamora 
street, will be completed early in the coming year. 

Green street, between Amory and Call streets, and 
Washington street, between Archdale road and Poplar 
street, to be built in anticipation of permanent paving. 



Public Works Department. 465 

One more section of Stony brook should be com- 
pleted during 1920. 

South street, between summit 700 feet northeast of 
Washington street and outlet in Lesher street, private 
land and Archdale road to Stony brook, should be 
completed to relieve frequent floodings in this locality. 

City Proper. 

Sewerage work should be built in Chatham street, 
Oswego street and Unity court. 

Roxbury. 

A start should be made on the rebuilding of Muddy 
river conduit in Brookline avenue, between Beacon 
street and Audubon road, as this conduit is in dangerous 
condition. 

Calf Pasture Pumping Station. 

A new roof should be built over the old coal pocket, 
also a new cage for the west shaft, and an expert inspec- 
tion and examination made of the existing boiler plant 
and pumping equipment. 

Moon Island. 

The old hydraulic turbine has become unfit for use 
and a new one should be installed, together with new 
gates for controlling the water to and from the same. 

A new reinforced concrete floor should be laid the 
entire length of the gate house, and a new retaining 
wall should be built around the east shaft to replace 
the old one, which has become practically demolished. 

Sanitary Service. 

During the past year in the contract districts, namely, 
Dorchester, Hyde Park, West Roxbury, Brighton and 
East Boston, the substitution of the per cubic yard 
payment for collection rather than the old method of 
lump sum basis was given a fair trial and gave satis- 
factory results. 

The collection of garbage, ashes and rubbish by 
contract is, however, subject to serious complaint 
because of the fact that we feel obliged to award the 
contract to the lowest bidder, and in three particular 
instances during the past year the contractor failed 



466 City Document No. 26. 

to live up to the contract obligations. This neces- 
sitated the city hiring outside equipment and employ- 
ing city forces, and although not a money-losing propo- 
sition for the city, has resulted in the neglect of other 
activities of the department when city forces were 
used. The garbage, ash and rubbish collection service 
should, if possible, be gradually taken over and oper- 
ated by municipal forces. 

Street Cleaning and Oiling Service. 

Street cleaning work as performed in the various sec- 
tions of the City of Boston is intended to cover all 
paved streets, but with the increased area of smooth 
pavements and the demand by the public that these 
streets be regularly cleaned, I find that the present force 
in this service is not adequate to keep up with the 
paving program. I would, therefore, renew my recom- 
mendation that the forces be increased and street 
cleaning activities be extended to Brighton and West 
Roxbury during the coming year. During the past year 
a motor-driven pick-up sweeper was purchased and has 
given excellent results. 

The co-operation of the public to prevent unnecessary 
Uttering of the streets is of great importance, as the 
disregard of laws and ordinances prohibiting such 
Uttering seems to be typical of Boston. 

The carelessness with which contractors allow different 
materials used in building construction to be scattered 
about the streets, and th,e overloading of vehicles carry- 
ing excavated material should be eUminated by the 
enforcement of the ordinances. 

The oiling of our water-bound macadam streets 
with the heavy asphaltic oils caUs for an additional 
appropriation for sanding, as these heavy oils do not 
give the best results without sanding. 

Yours respectfully, 

E. F. Murphy, 

Division Engineer, 
Sewer and Sanitary Division. 



Public Works Department. 467 



SEWER SERVICE. 



The work of the service is carried on under chapters 
28 and 40, Revised Ordinances of 1914, and the follow- 
ing statutes: 

Chapter 426, 1897, as amended by 450, 1899, and 268, 1903. 

Chapter 383, 1903, as amended by 464, 1907. 

Chapter 550, 1907. 

Chapter 204, 1908. 

Chapter 514, 1908. 

Chapter 74, Special Acts of 1918. 

The Duties of the Sewer Service. 

1. Preparation of plans for sewerage works. 

2. Construction and maintenance of all drainage 
works. 

3. Investigation of complaints in regard to defective 
drainage. 

4. The granting of permits for sewer construction. 

5. The preparation of plans for the assessment of 
the cost of sewer construction. 

6. The examination of the plans of other corpora- 
tions proposing to construct works in public streets 
with reference to their probable interference with sew- 
erage works. 



Total number of employees on pay roll January 

31, 1919 319 

Total number of employees on pay roll January 

31, 1920 359 

Total amount of weekly pay roll January 31, 

1919 ... $7,370 70 

Total amount of weekly pay roll January 31, 

1920 $9,341 09 

Total amount of monthly pay rolls January 31, 

1919 $933 32 

Total amount of monthly pay rolls January 31, 

1920 $641 66 

Total amount of monthly pension roll January 31, 

1919: 

Veterans . • $544 63 

Laborers $757 16 



468 City Document No. 26. 

Total amount of monthly pension roll January 31, 
1920: 

Veterans $510 88 

Laborers $708 16 

Average weekly pay roll, including monthly roll 
and exclusive of pension roll for fiscal year, 
charged as follows: 

Maintenance . * $4,876 13 

Sewerage works $3,964 41 

Average number of men employed . . 348 

Number of men on pension roll January 31, 1919: 

Veterans 12 

Laborers .... .... 25 

Number of men on pension roll January 31, 1920: 

Veterans 11 

Laborers 24 

Average number of horses maintained by the 

service during the year 27 

Rate of wages paid to common laborers . . $3 00 

(From June 1, 1919) $3 50 

* Includes amount charged to Paving Service $58 75 

Includes amount charged to Sanitary Service 1,396 08 

Includes amount charged to Water Service 176 00 



Public Works Department. 



469 





o 


CO ^H cv 


CO 






00 (M O 

CO ^H M 


C5 




m I 

1-9 


O CO — 


i> 




iO CD 

t-T co" 


i— 1 






co 


co 






C5 CD C 


ID 




01 ® 


^ CO i- 


CJS 






CO CD O 


<-j 




1I§ 




H O CC 


00 




i>_ co o 


OI 




of (/f t- 


of 




t>- r-l 


Ol 




3 °° 


OJ^ 












<§# 




■ 


oi i^ o 


S3 






CO >D C" 


OI 




b- t~- CC 


i-H 




U 


T-H CO l> 


CO 




Ol C5 O 


,. ^ 
















'cs 


TjH _ ,- 


1> 




+a 


1^ CD 


CO 




o 


•^ y-l 


CO 




H 


m* ^ H - 


,-T 












g© 




a 














o 














FH 




























h 














o 




























a 














03 














h 














H 
















c 






o 




-S 


>r 






ID 




DQ 


« 






co 




OJ 


I> 






t-~ 






«: 






CO 




d 












03 














&e 






m 




6 












CD 


<N 


c 




Ol 




§■«« 


OC 


c 




00 




v3 d £ 


cr. 


c 




CO 






n 


c 




■* 




a d d 


ic 


c 




*o 




O 03 03 


OQ 


c 




of 




Pi 




c 
c 








m 






,_r 












e& 








t^ 


Ol 


Oi 




OS 






co 

CD 


00 

CO 








CO 


t^ 


<* 






a 


OJ 


o^ 




^ d ,■; 




• s 


i— 


co" 

CD 




fe 








®& 










CD 














bl 


J ' 












e3 














P 




























'5 














- 










































tt-. 








O 






o 








a 






73 








n 




cc 


s 








o 


a 


^ 

s 


DO 










*> 


£ 


> 

co 


> ai 






-►- 

a. 


a 

1 


-g 
oi 


O 






f- 
0. 


s- 
a. 




H 






g 




P 








a 


£ 


93 








ac 


cc 


a: 







470 



City Document No. 26. 



MAINTENANCE EXPENDITURES, FEBRUARY 1, 1919, 
TO JANUARY 31, 1920. 



Sewer Service. 

Improved Sewerage 

Pumping Station, Calf Pasture, inside 
Pumping Station, Calf Pasture, outside 
Pumping Station, Calf Pasture, engines 
Pumping Station, Calf Pasture, boilers 
Pumping Station, Union Park street 
Pumping Station, Summer street 
Pumping Station, Hyde Park 

Moon Island 

Main and intercepting sewers . 



,512 91 

25,901 75 

45,483 44 

24,844 81 

6,150 17 

1,385 72 

886 30 



Stony Brook. 



Maintenance 



Miscellaneous Maintenance Charges. 

Cleaning catch-basins 

Yards and lockers 

Employed at yards 

Horses, carts, harnesses, etc $17,056 60 

Teaming 15,183 41 



Less amount earned by service teams 



$32,240 
28,990 



01 

36 



Automobiles 

Cleaning sewers .... 
Office salaries .... 
Office expenses .... 
Repairing department buildings 
Repairing catch-basins, South Boston 
Repairing catch-basins, East Boston 
Repairing catch-basins, Charlestown 
Repairing catch-basins, Brighton 
Repairing catch-basins, West Roxbury 
Repairing catch-basins, Dorchester 
Repairing catch-basins, Hyde Park 
Repairing catch-basins, Roxbury 
Repairing catch-basins, city proper 
Repairing sewers, South Boston 
ReDairing sewers, East Boston . 
Repairing sewers, Charlestown . 
Repairing sewers, Brighton 
Repairing sewers, West Roxbury 
Repairing sewers, Dorchester 
Repairing sewers, Hyde Park 
Repairing sewers, Roxbury . 
Repairing sewers, city proper 



$463 

2,577 

4.209 

871 

473 

1,894 

4,657 

155 

1,395 

2,871 

562 

632 

824 

336 

1,180 

2,941 

106 

705 

3,012 



51 
17 
14 
21 

86 
36 

07 
29 
07 
43 
03 
52 
15 

67 

45 
79 
71 
10 



$214,165 10 
16,380 60 
14,027 83 

$244,573 53 
2,078 49 



72,381 83 

757 08 

19,994 75 



3,249 65 

9,440 09 

31,212 68 

16,534 50 

2,330 52 



29,869 88 



Carried forward $432,423 00 



Public Works Department. 



471 



Brought forward $432,423 00 

Pension roll (veterans) 6,047 57 

Pension roll (laborers) 8,814 62 

Annuities 651 00 

Fuel and oil - . . 2,244 56 

Hardware, tools, etc 2,381 32 

Engines and boilers 210 52 

Sundries and miscellaneous charges 14,963 22 

Telephones 299 07 

House connections 7,728 50 

Rubber goods 611 61 

Gatehouses, Fenway 1,881 71 

Stock 4,861 76 

$483,118 46 
Credit. 

Stock transferred and used on construction . $8,876 84 

Fuel and oil transferred and used on con- 
struction 1,163 60 

Hardware, tools, etc., transferred and used on 

construction 183 53 

Engines and boilers transferred and used on 

construction 181 00 

10,404 97 



$472,713 49 



Charges to Various Parties for Property Sold, for Work Done and Materials 

Furnished. 

James J. Logan 

Plakias Dairy Lunch Company 

William J. Barry 

Harry Pollock 

Beaufort Garage 

Howard Theater 

P. A. Foley . 

Sanford Bates 

Hotel Thorndike 

John F. Lynch 

Sullivan & Noonan 

J. Hughes 

John White . 

Coffin & Tabor 

Mrs. Pittoria Paviollos 

Postal Telegraph and Cable Company 

Boston Elevated Railway Company 

Margaret L. Denehy 

E. Fillebrown 

J. J. Casey 

Mrs. Joseph Cohn 

Albert J. Lally 

Frederick W. Mansfield 

A. I. Russell . 

N. Ward Company 

Mr. Eowe 

T. G. Buckley 

J. T. Kelley . 

J. T. Kelley . 

Coleman Brothers 

Carried forward 



$8 75 


8 


75 


180 


00 


15 


00 


3 


00 


7 


50 


11 


00 


59 


13 


3 


00 


304 


00 


13 


50 


6 


75 


6 


75 


2 


50 


8 


00 


8 


21 


171 


22 


15 


00 


8 


00 


10 


0!) 


6 


'.I.") 


5 


33 


3 


10 


8 


50 


3 


00 


6 


75 


5 


32 


15 


5 


2.") 


18 


00 



$927 25 



$927 26 


6 


50 


432 


34 


3 


38 


1 


50 


3 


36 


10 


L3 


6 


75 


1 


50 


13 


70 


529 95 


10 00 


$1,946 


37 



472 City Document No. 26. 

Brought forward 

Mr. Crowley 

Edison Eectric Telegraph Company 

Longwood Garage, Inc 

C. B. Warren . - 

Pearl L. Kelley 

J. J. Burke 

D. M. Atwood 

John H. Sheerin 

Rowen Brothers 

T. J. Dawson 

P. J. Doyle 



Amounts Collected by City Collector for Sewer Service, February 1, 1919, to 
January 31, 1920. 

James J. Logan 

Plakias Dairy Lunch 

Harry Pollock 

Beaufort Garage 

Howard Theater 

P. A. Foley 

Sanford Bates 

T. J. Dawson 

P. J. Doyle 

Hotel Thorndike 

Metropolitan Water and Sewerage Board 

Coffin & Tabor 

Mrs. Pittoria Paviollos 

J. Hughes 

J. White 

Sullivan & Noonan 

Margaret Denehy 

Postal Telegraph Company 

E. Fillebrown 

J. J. Casey . 

J. Cohn 

A. J. Lally 

F. W. Mansfield 

A. I. Russell 

Boston Elevated Railway Company 

T. G. Buckley 

Mr. Rowe 

J. T. Kelly 

J. T. Kelly 

Mr. Crowley 

Longwood Garage, Inc 

C. B. Warren 

Pearl L. Kelly 

J. J. Burke 

D. M. Atwood 

J. J. Sheerin 

Rowen Brothers 



$8 75 


8 


75 


15 


00 


3 


00 


7 


50 


11 


00 


30 


00 


529 


95 


10 


00 


3 


00 


5,869 


36 


2 


50 


8 


00 


6 


75 


6 


75 


13 


50 


15 


00 


8 


21 


S 


00 


10 


00 


6 


05 


5 


33 


3 


10 


8 


50 


171 


22 


5 


32 


6 


75 


15 


oo 


5 


25 


6 


50 


3 


38 


1 


50 


3 


36 


10 


11] 


6 


75 


1 


50 


13 


70 


$6,849 26 



Public Works Department. 



473 



0> 

Q 



c 

o 

a 



C 
Cd 

C 
o 

c 

'S 



coco 


co-* 


<NCO 


CON 




hO 


-C G5 




00 CO 


X 1 " 


e©^- 


99 rH 



a> C 3 a) 



g-o J 



n-fj o o a 






O e3 

KM 



a © 



474 



City Document No. 26. 



t 



•a 

c 
o 
a 

X 

W 













m 

00 








CM 




so 










O 


O 






(N 

m 




O 

o 






rH 


O H 


,H 


o 




CN o 






co 


CO i-l 


U5 


o 




co i-i 






00 


CO CO 


CO 


C) 




Tt< Tj< 




t~ CiO OGrH 
CN HO HN 


t- t>oc 

CO OOCN 


CN 






cooc 


1 rH o 5 1 

CNCN 




' 






Ort 






cn ©ro ©Co 


00 CNC 


1 






i <NC35 




t^Tf 


Ir^CO 




CN CNCO t~ cc 


t» COX 








U0CT> 




OCM 


t»iH 1 




CO m t^i- 


CM OOr- 








COCN . 




co>- 


I CNH . 


3 
o 


C© iHrH 


•* r-< 


1 






s» 




e© 


1 » 1 


a 




















a 

03 




p, 


■■a 




: ^ 




























o 




3 
ca 


: <s 




bbco 

B 




























1 




13 

a 

DQ 


<8 m 
"5 o 

co e3 




BT3 

ft 4 


D 


s 




4- 


'3 

: 'S ■ 












c 
c 








S 


to fe co 


T3 


C 







! a) o 






c. 










O 
O 


*"* CO 


8b 

03 hi 


0. 

c 


o 

•a 


I 


: Ǥ 




^« 




S3 




c 

fa 


bO 

• a 


S <d"o> b 

.9.H a c 


I CB £ • * ro _K m • T3 03 

"co Is "a * ^ ° &,i: m m 

o" S OmcOCN JSS 




'3 co co O 
■K 03 Cd rj 


i 




























o 




























03 




























h 
























































B 




























O 




























O 










































Tl< 






t> 


N 
















O 






m 


oo 


M 














tH 






CO 


,_, 


o 














CO 






CO 


CO 














lO 








CO 


OQ 














-* 












o 


o 






rt 00 




o 


O 


si 


o 


lO 






CM 00 




m 


m 























•*f 


CO 






O iO 




00 


o 


y 


CN 


o 






t^ o 




CO 




03 




CN 






CN rH 






oo 


O 


















H 




















•O 


© 




o 


1-< t-f 






CN 


o 




t> 


© 




m 


lO^ll 






»H 


TjH 


3 

oj 


o 


,_j 




^ 


t-CO 






«> 


o 


o 


t~ 




CO 


moo 






Tj< 


oo 


CN 


oq 




iq 


t-t 






co 


o 


►q 


l> 






o 


in 








CO 




o 


©CN 


O t- 


C8H0O 


1> 


rt 


CN 


.i 


CO 


■*»o 


iO CE 


Nt(0 


c 


t^ 


CN 


03 g CO 


to 


COO 


-* i- 


>-(COI> 


c 




CO 


in 


t^CO 


CO i- 


co oo m 


c 


00 


CO 


o 


o_co 
cncn 


•Q CC 

CO 


00rH(> 

^in 


CN 


00 




H 


1-1 














IS 


































B 


c 






















CO 






o 
o 
o 


0) 

co" 


o 
o 


















cp 

§ 
o 
^3 






co 

<D - 


>> 


















cu 


•B 




d 


a 


















03 


a 




t* * 


o 


















M 


3 




03 






















,B 


CC m 










o 












„c » 


CO a 






^J 




C 






CO 


Q> co 


0) T 






o 




V 


3 


' 


03 
o 


2 • 

03 ry 

a it 
a> o 


•c = 
s i 

co a 





b 

c: 


o 

1 


a 

c 
c 


fa 

5? 
M 


o 

03 

a 

03 




1 




0) r 


i °§3 03 


c 

a 

G 


03 


0) 

o 




n 










5C 


) 




c 


) 




P 


; a 


E- 


> 






E- 


PC 


I 


f 







Public Works Department. 



475 



Tjl 02 OS <N H O CO COO'-Hi-KN i-HrH HO 



i-llNi-iolNiOiOt^cOTjo-irooOlNO-^OOlO 
NNN NIO iHrt ■— I ^-i >— i CO -* (M 



O«--l>C-)00CDi-llMT)<iMOi0CDTt<c0i-i00O--l 



C3t^05i-!COT)Hr^>OiO^H(N(MTj<tOOT-ltDiO(M i-H C-l 
tDNOf-NQiOiOCNO»C>)racO'*OOH lO to 

■*ine<)_oo-*oq<Oi-iccaq>« o oo m h o> h t^o no oo 



odd 
8-2 £ - 

piiiillttlli-. 

9-ffi o c3j= £►? o >.o.-S 



<C 03 

it M 

a.g 

"3'S" 

ao. 



OTfono 
co oo co ico 



T3.Q 



fl?B 



■< Pi 






•a 

G 

o 
a 

m 



0) 
73 









O! 










O H O 




m 




CM 










•* rfl -H 




o 




O 










CM CO CR 




d 




CO 










O t- C5 






CD 












^H 




<J 




۩ 














^ 








O 














o 




bb 




o 














o 




a 




o 














o 




H 




o 














q 




O 
























H 




6£ 














e© 






tJ( cO 00 CO iH t> CM OS O IM 




tn 


(N 00 -H 00 CO CO 00 0> C5 O 




ft.5^ o o 


00 ■# O CO O rH CO CO CO iH 




CO io -^ •<* o o co us ■*+< t> 




•-T-tJ d « a> 


O -# 0> ■* © 00 i-< t^ C> "0 




PM.-ti «S d 


•O rH O CO r-J 




i-< rt CD 




€** 


1-1 












CM 








CO 










CO 


CD 


















lO 


CO 




aj 




























• co 










oo 


IH 




.O 




CO 










CM 






* 




o 










lO 


CO 




























CO 




m 














m 


















• o t~ 


tr- 


















■ co in 


oo 




o J a 

ri t- o 














■ rH O0 

• m oo 


00 










CM 












CM 




■ 






CO 












CD 




o 






• "* 












■* 




> 

"a 






-* 












■* 




> 






; m 












9© 










OJ 














CM 




bb 






















d 






o 












O 




3 






CM 

CO 












CM 

CO 




53 






«© 












¥i 




PLi 


























0C 




<N 










IT 




in 




"S3 


N 




CO 
lO 








oo 


co 

CM 










Tfl 








■* 












© 












CM 




O c8 


5 




CO 












co 




a 




















c# 






a 








CC 






o 


■Q 




Tj 


c 








c\ 






o 


co 




^ 


IT 








V 






o 


oo 




oc 








V 






C" 




o 




^ o 


>r 








V 






>* 


■* 




en 


. 
















00 

e© 






a- 


















c» 




«j 


e< 


















CM 






IM 


















(M 




03 


-t 


















■* 




£ 


CC 


















CD 




bb 

d 




oc 






IT 








oo 








K 






CM 








co 


O 




■| 




oc 






CC 








CM 


t^ 






■si 






CT 








o 


CO 




03 




TJ 














CO 


so 








& 














CO 


CO 








IS 
















lO 
























^ 








U" 
















US 






CC 
















CD 
■* 






























CN 
















CM 
G8 






,-j 


t> 


<n 


oc 


k: 


L0 


oc 


CC 


■* 


C35 






*- 


o- 


cm 


CT 


c 


C 




CM 


'H 


<3> 




c 


Q 


a- 


CO 


C 


c 


Th 


00 


T$ 


m 


^3 




o 


o 


cc 


co 


O 


CM 


00 


o 


00 








,e 




t^ 


t^ 


■51 




to 


t~ 


u; 


oq 


■* 




03 


CD 


OC 


a- 




-* 






CN 


00 


CO 




CM 




<M 


c- 












CM 






ee 


















<» 






rH 


lO 


■* 


y-l 


t^ 


CM 


o 


o 


CO 


co 




■ 


CO 


r^ 


tH 


00 


»H 


t^ 


CO 


CD 


oc 


lO 




"STS "5 


CM 


.-4 


CO 


■* 


o 


lO 


CD 


O 


t"- 


co 




» flo 




O 


00 


■* 


lO 


00 


oo 


00 


CM 


t> 




o 2 b 


lO 


OS 


■cji 


oq 




CC 


00 


K 


q 


us 






CS 


»d 


lO 


"* 


CO 


,-J 




CD 


■■* 


■* 




o 


CM 


Tt< 


CM 












T(< 




rH 


















CM 






6§ 


















ee 






' 


co 


- • 


- 


d 


M 
















35 : 


IS 

'en 


cu ! 

d • 




o 


cu 

a 


■i 




<n 










.2 : 


d 
o 


"Si ; 

d 


"S 


1 

3 


73 

PM 




o 














0) 






CO 


T3 
> 




bi 










n" : 

o . 

cs : 


o 


a . 

O 


d 
_o 

!o> 


d" 
o 

03 

4J 


d" 
o 

03 


s" 
c 




OJ 










rj 


"i 


-t 


a 


01 


'-+J 
73 


T 


3 
















-*i 


CD 




4^ 


c 


15 








S £ 


H 


gjj 


al 


bc^ 
.9^ 




bl 

c 




-3 

d 
03 


ea 

o 






rv-i 

go 


go 


go 


go 


a o3 

gPM 


|-8 


'S 


d 
o 
o 


d 


H 






Pi 


Ph 


Ph 


P-i 


PM 


Pm 


PM 







476 



Public Works Department. 



477 



Recapitulation. — Maintenance Detail, 1919=20. 



Improved 
Sewerage. 



Outside 
Improved 
Sewerage. 



Totals. 



Labor 

Contracts 

Teaming, hired and city . 

Waste 

Fuel 



Oil. 



Packing 

Valves 

Transportation, etc 

Horses, etc 

Towing 

Pipe fittings and miscellaneous . . . 

Telephone 

Automobiles, repairs and supplies . 
Stock and miscellaneous supplies. . 



Credits. 
Outside Improved Sewerage. 

Miscellaneous $12,822 36 

Labor 17,696 13 

Stock 8,876 84 



$123,415 99 

2,465 15 

3,637 01 

642 29 

78,408 35 

3,212 35 

620 12 

1,144 62 

895 87 

1,611 66 

1,050 00 

26,571 02 



899 10 



$244,573 53 



$244,573 53 



$150,203 73 

60,942 29 

14,122 76' 

26 25 

851 23 

1,393 33 



608 46 
9,831 85 



299 07 

4,889 09 

24,367 23 



$267,535 29 



39,395 33 



$228,139 96 



$273,619 72 

63,407 44 

17,759 77 

668 54 

79,259 58 

4,605 68 

620 12 

1,144 62 

1,504 33 

11,443 51 

1,050 00 

26,571 02 

299 07 

5,788 19 

24,367 23 



$512,108 82 



39,395 33 



$472,714 49 



Waste. 
3,769 pounds at 14ic. to 19c. . . $642 29 

Coal. 

9,926J2ig tons bituminous $77,585 09 

69jooij tons anthracite 823 26 

$78,408 35 

Towing. 
New England Fuel and Trans- 
portation Company $1,050 00 

Packing. 
43f pounds at 85c. to $1.72 $620 12 



Oil. 
3,873 5 gallons engine at. . . .39.6c. to 48.6c. 
1,381 gallons cylinder at.. .63e. 
24S.5 gallons turbine at. . .45c. to 48.6c. 
151 gallons sperm at. . . .$1.85 to $2.27. 
27 gallons lard oil at. . . $1 .60 to $2.25. 
25 gallons air compressor 

at 50c. 

5 gallons slushing at . . . .47c. 
550 gallons kerosene at.. .115c. to 16c. 
1,183.5 gallons ga.-oleneat. . .245c. 
60.23 gallons automobile 

at 48c. 

3,033 pounds grease at 14c. to 17c. 



478 



City Document No. 26. 



Coal at Pumping Station, Calf Pasture. 



Date. 



Contractor. 



Tons. 



Paid in 1919-20. 



Per Ton. 



Total. 



1919. 

Feb. 5 . . 

Feb. 5.. 
Feb. 5.. 

Feb. 8.. 

Feb. 8. . 
Feb. 8. . 

Mar. 17.., 

Mar. 17... 

Mar. 14. . . 

April 5 . . . 
Mar. 9 . . . 

June 21 . . . 

Sept. 8. . . 

Aug. 21 . . . 

Oct. 30... 

Dec. 11... 

Feb. 14... 
Sept. 2... 



East Boston Coal Company 

Coastwise Coal Company Lightering. . 
John Donahue. Stevedoring 

East Boston Coal Company 

Coastwise Coal Company Lightering. . 
John Donahue. Stevedoring 

Coastwise Coal Company 

John Donahue. Stevedoring 

New England Coal and Coke Company, 

John Donahue. Stevedoring 



New England Coal and Coke Company, 
Penalty 



New England Coal and Coke Company, 
Penalty 



New England Coal and Coke Company, 
Penalty 



New England Coal and Coke Company, 
Penalty 



New England Coal and Coke Company, 
Penalty 



New England Coal and Coke Company, 
Penalty 



C. H. Sprague & Son. Lightering 
John Donahue. Stevedoring 



Totals . 



461, 



430-Mn 



981 



936 



1,882 1 m 



875,%% 
1, 020*1 1§ 



965 

932 

1,443 



9,926^jg 



/ $8 25 
[ * 06 



8 25 
* 06 



6 50 
* 06 



6 65 
* 06 



7 91 
545 55 



7 91 
140 07 



7 91 
345 98 



7 91 
63 69 



7 91 
605 80 



7 91 
678 21 



$3,831 02 

345 75 
345 75 

3,573 44 

322 50 
322 50 

6,435 36 

735 75 

6,280 56 



702 00 
1 14,345 20 

1 6,784 64 



7,726 92 
7,569 46 



6,766 32 



f 

I 10,735 92 

t 450 00 

t 312 00 

$77,585 09 



* Weighing. 



1-1918 bill. 



Public Woeks Department. 



479 



c 
o 
O 
>> 

X! 

•a 
c 

<U 
O 



utseg lad ATO °1 




•0 




■0 




o 
o 


co 

CN 






isoq j^ox a'SBjaAy 


t~ 


t~ 


O 


t~. r- 






^ 














oo 


■* 


o 




oo 






CO 


00 


r~ 


co ■* 




•aoT^oodsuj 


O 

co 


o 


CO 

oo 


o 
o o 




jo isoo pnoj. 


© 


CM 


o 


t^ ■* 








« 








e© 






pH 






. . 


- — — . 


, — » — , 


, — 






msrag jgd spjBj^ 


05 01 

cocm 


t-tO 

as 


COO 
COO 


rtrt o 

TflTjH 00 




otqnQ 9§BJ9Ay 


COM 


coco 


coco 


coco co 




•petreajQ 


i-HIO 


coco 
to 


■*o 


o 


-1 00 




s^gjni doja r<n o X 












coco 


CO 


COO 


oo r~ 




'P9UTJ9JQ 


ON 


ooo 


cot^ 


t^co o 




smscg |B^ox 


ioco 


CO(N 


00 -H 


■*co «q 






!>■* 


■*■* 


cct- 


t^h- O 




•s^otj^ 


r~-* 


coco 


00 >o 


IT30 t^ 




-SIQ A.q p9AT90 


•*•* 


i>© 


-Ht~ 


00"O t^ 




-gy JoioBiiuo^ 




■*o_ 


t^oo 

OO 


ooo -- 






cocsf 


<n"oo 


l« 


o"c<f o" 




# 


«© 








>-< 






ooo 


00 rH 


t^-co 


com <m 






OOtJI 


iOcO 


TjHO 


■*--l o 




•s^otj^siq Xq pa^BA 


■^ O 


r-l CO 


O CO 


r^ ^h r« 




-■Boxgt spjB \ oiqnQ 


OcM_ 


■to 

t!<0 


T+lT»l 

o_m 


coo t~ 






cf^T 


T-*lO" 


esf 


m'^H co 




•pju A 




1C 


o 


«5 


in 

lO 




OiqtlQ J9d 90IJJ 


«© 


-< 


^ 


rt 


^ 






OO 


oo 


OO 


oo oo 






T-HC1 


^HCM 


-H<M 


.-h CM -h CM 




•g*j 


o en 


oo 


oo 


o o o o 




o . 














•■3* 














~£-~S 
















xx 


XX 


XX 


-H-* ^HtJI 

XX XX 






CD 0) 


5) O 


0) © 


OJ OJ <B O 






fcfc 


hh£h 


fa&H 


fcfa fetH 




^i 


a 




a 




a 




0J 









o 






o 


o 








t- 


f-t 


u 




t4 




o 


(i) 


o 


a 


3 


V 




c3 
















Ph 


Ph 


Pw 


s 


"Ph 




o 


J 


hj 


►4 


h4 


»4 




O 


w 


03 


tn 


03 


CO 






cp 


OJ 


to 


V 


03 






s 


s 


s 


S 


B 






03 


03 


03 


s 


03 






HS 


1-5 


1-3 


>-5 


1-5 


















-r 






















a 






















03 






















>. 






















03 






















PQ 










13 




t* 






o 

03 

PQ 










o 


IV 


03 
Ph 










In 


IB 


CD 


13 








O 

E 

DQ 


a 
03 
6 


X 

h 

O 

Q 


-a 
>> 
W 

a 


a 

03 
T3 

d 








P 


13 

a 


£3 
03 


03 
>> 


"3 










a 


o 


3 


o 










o 

o 
pq 


CO 

O 

PQ 

X 


X! 

o 


DQ c 
- o 

3 n 
■O'S 


3 

0, 
o 






a3 


"3 

o 


tl) 


gpq 
Pi 


b 






~ 




<N° 




eo 




•* 


lO 







m±.2 



g^ 

03 
O 0) 

.5 m 

so 

X"" 






C3 C3 
©3 



480 



City Document No. 26. 



u 
O 



o 

C/3 







© 


OS 


■* 


■* 


i> 


00 


CO 


lO 


00 


o 


o 


o 


^ 


t- 


,-f 


os 










X 


CO 


o 


co 


t- 


rt 


CO 


m 


00 


CN 


m 


X 


rt 


■>* 


CO 


cs 


CD 
CO 






CN 


m 




o 


oo 


CN 


os 


o 


•* 


O 


© 


OS 




■* 


co 


i-t 








«* 


1> 


t- 


OS 


m 


© 


CO 




OS 


■* 


DC 




t- 


os 




00 


CD 






O 


05 


01 


l> 


cs 


00 




os 


m 


oo 


OS 


■* 


CO 


C) 


© 




O 




03 


































CO 




OS 




<* 


* 


T« 


os 








CN 


OS 






m 




Ol 




O 


c 




CN 
























•N 


os 


CO 




Eh 
































in 






e@ 
































oo 






































e» 








CO 


in 






CO 






co 






OS 






CN 


in 


oo 




03 




w 


t> 






o 






co 






CC 






CN 


OS 


t~ 




o q 




,_, 


■* 






t~ 






i> 






OS 






CO 


,_! 


00 






CO 


oo 






CO 






m 






•* 






■* 


co 


CO 




■tt C3 




OS 


eo 






00 






CN 














CN 


os 




'3 -is 

fed 






CN 






cn 




















in 


CN 






* 


CN 


























© 


CO 

m 

9# 




tn 




CD 


U3 




t> 


o 




















m 


CO 




a 




CO 


00 




t> 


co 




















m 


oo 




o 






































01 




l> 


ON 




00 


CN 




















CO 


■* 




a 




l> 


C- 




m 


CN 




















t^ 


© 




cS 




■* 






os 






















•* 


o 














































CO 






■* 
























CN 








m 




































































e» 










































% 




































<3Q 






o 




co 




CO 


m 


■* 


o 


t^ 


CO 


•<* 


os 


■* 


co 


CO 


CN 


Oi 






i- 




o 




co 


l> 


o~ 


-# 


co 


© 


CO 


co 


1-1 


i> 


CO 


CO 


>-( 


[3 




o 




<N 




f_i 


CO 


oo 


CN 


i> 


•* 


CN 


m 


•* 


■* 


co 


CO 










OS 




CO 


- 


'd 


CO 


CN 




m 


i> 


cc 


m 


os 


CD 




'C 




CN 




CN 




o_ 


CI 


co 




OS 


tH 


CM 




10 


i> 


CN 


t> 


ISO 


0) 




•S: 




■* 




■* 










CO 


co 




CN 


t^ 


in 


■* 


S3 








* 
























co 


in 


Si 


§ 
































0» 


5- 






































e 






































s 










































































s 






O 




m 




Tt< 


oc 


a 


c 


W 


in 


c 


c 


IN 


t> 


j— ( 


CM 


e 
S 






"* 




OS 




CN 


co 


m 


m 


t> 


CN 


o 


c 


CN 


•a 


t~ 


m 


a 




00 




!> 




o 


cc 




c 


K 


CO 


oo 


CO 


t^ 


oa 




m 






OS 




cr 




oo 


cr 


c 


t> 


t- 


« 


CO 


m 


C 


c 


'I 


■91 


o 


1 




I- 








CO 
CN 








co 




00 




■>i 


CN 


CN 


os 




03 




































Oi 


































» 


OS 






































>-i 






































- 




■ c 


lO 


Tf 


•* 




lO 


IT 


i- 


m 


oc 


CM 


l-~ 


i> 


cc 


a 


in 


rt 


Y ~ l 




X 


■* 


Tj 


-d 




OS 


CM 


i- 


cc 


i> 


CN 


•* 


t> 


c 


c 




CO 


5» 




CN 


t- 


CO 


CO 




o 


CC 


O Tt 


cr 


0" 


a 


CM 


CO 


tt 


00 


CO 


&. 


o 

03 


ti 


in 


r- 


CO 




c 


1- 


•* cv 


CO 


V 


i> 


■^ 


o c 


m 


m 




C 

a 


-o 
cn 


oc 


co 

CO 




OS 

OS 


cc 


■* 


v- 


*r. 


IT 


CO 


Tj 


cc 

CN 






cq 

co 


K 


hH 


c 






























m 


o 


» 


































CN 


«9 




5 
































e© 


fe, 






































CO 








































<» 








































5~ 








































s 








































•S 








































'S 








































s 








































<» 








































». 








































H 








































K] 


CO 

z 
p 






t: 
c 




'. c 






























o 








c 




c 


i 






f 


















o 














c 


i t 


i f 






i 






L 










O 












i 




I c 


l S 




■ i 


2 t 


rb 












< 






C 
c 
c 


! 


c 
< 

i 

1 


3 
) 

> .1 

3 f 


< 


S l 

i "i 

3 ° 


3 C 

> "o 

- ,c 

a T 

3 

: ,1 


1 t 
1 


j c 

f 1 

5 ^ 


a 

> + 

, ^ 

s c 

> c 


T 

1 P- 

) 6 


I 

1 C 


M 

! 1 


> 












i a 


C 




i 


c 
c 


5 .6 
5 -1- 


a 


2 P= 


3 t 


) P 


: C 


1 & 


1 P 


l " 


i .£ 










< 


J £ 

I C 


J 


j 


c 


2 I 

3 a 


i 


3 [ 
1 i 


3 c 


: 1 


: i 

3 l 


3 

3 C 

1 < 


3 

i 


3 C 
3 i 


3 ( 
1 1 












j 


J 


; 


1 


j J 


■* 

^ 


2 ^ 


2 ^ 

3 ^ 


2 j: 

3 r£ 


2 ^ 

3 ^ 


2 ^ 

3 J 


2 J. 

3 ^ 


2 j: 

3 J 


2 J 

3 J 












! 

( 


3 < 

3 a 

3 c 


6 


i0 o 


3 c 


' 


S i 


s c 


S I 


S ' 


s c 


; i 


j < 




1 






f 


: c 


1 1 


i 


3 i 


3 1 


3 i 


i 1 


3 "! 


3 1 


3 i 


3 i 


5 a 


O 








'( 


1 ' ; 


3 1 
3 ! 
3 c 
2 1- 


f 


c 


s c 


J c 


s < 


s c 


s c 


> C 


) c 


3 5 


' ( 


H 






"i 


i "t 


- i 

| 1 


1 1 


1 6 


i ! 


9 < 


V t 


3 i 


} < 


r i 
9 c 


> 1 


9 C 


9 < 


5 ^ 

; a 








- 


J P 


; S 


5 S 


'. V 


5 S 


; ^ 


: t 


; 2 


H £ 


' 2 







HI \YM: c'nXSTIilVTION i„„dmkJ 


















]?., 












Public Works Department. 481 



SEWERAGE WORKS LOAN EXPENDITURES 
FOR 1919 AND 1920. 



South Boston. 



Strandway and Old Harbor improvement . . $95 00 

Kemp street overflow 50 00 

Alger street, from Dorchester avenue to about 

540 feet westerly 105 70 



$250 70 



East Boston. 

Saratoga street, from Trumbull street to a point 

220 feet easterly . $352 16 

Bavswater street, from Austin avenue to Wau- 

pello road 2,546 30 



$2,898 46 



Built 702.20 linear feet, 4 manholes, 5 catch- 
basins. 

Charlestown. 

Princeton street, from Tufts street to Lexington 

street 

Bunker Hill street, from Tufts street to west line 

of Sprague street 

Rutherford avenue, from Chapman street to 

Cambridge street . . 

Corey street, from Moulton street to a point 170 

feet northerly 



Built 1,877.25 linear feet, 15 manholes. 

Brighton. 

Washington street, from Tip Top street to Mar- 
ket street ... ... $10,031 92 

Shepard brook, easterly branch in Arden street, ^ 

Adams street, Alcott street, Coolidge road, ! 113 25 

Haskell street, Hooker street and Mansfield j 
street J 



$354 13 


1,436 08 


49,964 24 


918 44 


$52,672 89 



Carried forward $10,145 17 



482 



City Document No. 26. 



Brought forward 

Cambridge street, from Mayflower street to 
Royal road 

Hichborn street, from Arthur street to 80 feet 
easterly 

Perthshire road, from 175 feet east of Matchett 
street to about 84 feet easterly 

Gerrish street, from Brooks street to 662 feet 
northwesterly 

Faneuil Valley brook in private land from Par- 
sons street to North Beacon street, and Con- 
verse street from Parsons street to end of 
street 

Private land, from Allston Heights to Webster 
street 

Gardner street, from Babcock street to outlet 
485 feet westerly 

Perle street, at Washington street 

Wade street, from Commonwealth avenue to a 
point 650 feet southwesterly .... 



Built 4,334.82 linear feet, 29 manholes, 4 catch- 
basins 

West Roxbtjry. 

Richwood street, Centre street, Willow street 

and private land 

Arboretum road, from Washington street .to ^ 

New York, New Haven & Hartford Railroad ! 
Lanesville terrace, from Arboretum road to f 

Stony brook J 

Washington street, from New York, New Haven 

& Hartford Railroad to Stony brook 
Catherine street, from Florence street to Meyer ^ 

street 

Meyer street, from Catherine street to Board 

of Survey street No. 2489 .... 
La Grange street, from 189 feet northwest of 

Sturges road to Sturges road 
Green street, from Washington street to Brook- ") 

side avenue I 

Union avenue, from Green street to 200 feet [ 

southwesterly J 

Archdale road, from Washington street to') 

South street 

South street, from Archdale road to Lesher 

street 



$10,145 17 


216 


12 


60 


00 


1,765 


10 


4,111 


45 


24,403 


56 


1,325 


80 


3,560 79 
26 40 


35 


90 


$45,650 29 



Carried forward 



$3,045 23 


2,274 


75 


558 


97 


2,491 


57 


2,769 


62 


11,068 


23 


4,895 


34 


$27,103 71 



Public Works Department. 

Brought forward 

Claxton street, from Washington street to Stony- 
brook 

Belgrade avenue, from Anawan avenue to ") 

Centre street I 

Beech street, from West Roxbury Parkway to f 

Belgrade avenue .... .J 

Centre street, from South street to Spring street, 

Parental School Grounds 

Billings street, from Spring street to Hamilton 

street 

Hampstead road, from Arborway to end of 

street 

Greenview avenue and Warren square, from 

Centre street to Green street .... 
Green street, from Amory street to Washington 

street 

Wachusett street, from Eldridge road to Walk 

Hill street ... .... 

Delford street, from Archdale road to a point 

260 feet southwesterly 

Redlands road, from Centre street to Abbott 

street 

Westover street and private land, from Adding- 

ton road to Weld street ... 
Washington street, from Morton street to Tower 

street 

Brown avenue, from Blakemore street to Gard- 
ner street 

Stony brook conduit, Section 10 



Built 27,827.55 linear feet, 241 manholes, 86 
catch-basins. 

Dorchester. 

Baird street and outlet in Morton street to Blue 
Hill avenue 

Itasca street, from 75 feet southwest of Almont 
street to Mattapan street 

Rockingham road, from Oakland street to Ran- 
dolph road 

Dorchester avenue, from Savin Hill avenue to 
Rawson street 

East Cottage street, from Pond street to Colum- 
bia road 

Harvard street, from Brookview street 120 feet 
northerly 

Carried forward . $5,528 11 



483 


$27,103 71 


1,699 72 


10,561 06 


63,696 67 
1,973 94 


4,470 31 


4,471 98 


3,384 95 


5,270 28 


4,010 24 


905 99 


5,204 41 


8,039 47 


2,219 83 


1,672 10 
289 20 


$144,973 86 



$222 96 


169 


39 


1,279 


59 


696 41 


3,127 


36 


32 


40 



484 City Document No. 26. 

Brought forward 

Ruxton road, from Rugby road to 311 feet north- 
westerly 

Freeport street, from Hewins street to 160 feet 

southwest of Victory road 

Cameron street, from Hancock street to Downer 

court .... .... 

Dorchester avenue, across at Thornley street 
Deer street, from Melvinside terrace . 
Harvard street, from Brookview street to Fabyan 

street 

Levant street, from Geneva avenue to Topliff ^ 

street { 

Tebroc street, from Levant street to Bowdoin [ 

street J 

Mt. Ida road, from Robinson street to Homes 

avenue 

Geneva avenue, from Levant street to Bowdoin 

street 

Elton street, from Auckland street to Dorches- 
ter avenue 

Tileston place, from Dorchester interceptor to 

Houghton street 

Fairview street, from Frost avenue to Train street, 

Canterbury branch of Stony brook 

Bowdoin street, from Geneva avenue to Cottage 

park 

Ridge road, from Oakland street to Randolp