USA > Massachusetts > Middlesex County > Somerville > Report of the city of Somerville 1905 > Part 22
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Lines and grades have been given for the erection of new city buildings, and plans and sketches made for the laying out of the surrounding grounds.
About one hundred and fifteen street lines and grades have been given by the department during the year for builders and private parties applying for established grades and lines in con- nection with the erection of buildings and fences and grading of property.
292
ANNUAL REPORTS.
Accurate plans have been made by the Edison Electric Illuminating Company, of Boston, the New England Telephone and Telegraph Company, West End Street Railway Company, Charlestown Gas and Electric Company, and Cambridge Gas Light Company, and filed in this office, showing the various loca- tions of poles, tracks, and conduits in this city which have been granted by the board of aldermen during the year. A special act of the legislature with reference to the city of Somerville was passed in April, 1905, whereby the city has authority to cause the electric light and telephone companies to place all their overhead wires in conduits underground in certain specified streets, and remove all poles from these streets to the extent of not more than two miles in length for the telephone and telegraph com- pany and for the electric light company, involving an expendi- ture of not more than $20,000 in any one year.
There were laid, previous to 1905, 52,900 linear feet of under- ground conduits by the New England Telephone and Telegraph Company, and during 1905 this company constructed 9,960 linear feet of underground conduits, and the Edison Electric Illumina- ting Company, 3,240 linear feet of conduits extending in Broad- way from the Charlestown line northwesterly.
Lines and grade have been given for laying 4,050 linear feet of new water mains varying in size from six inches to twelve inches in diameter, and 1,624 feet of old pipe were relaid. Two hundred seventy-two house services, twenty-one gates, twenty- three hydrants, and one water post have been located and re- corded, sketches and plans made showing the same, and the large water works map corrected to date.
During the year the department has made plans and estab- lished grades for the acceptance, under the betterment act, of nine new public streets, a total length of 0.92 mile; copies of these plans have been made and filed at the Middlesex Registry, as required by law. Six plans have been made for acceptance of private streets, but not as yet made public.
Eleven streets have been constructed during the year where betterment assessments have been levied.
The total length of public streets in the city amounts to 70.22 miles, and private streets 23.5 miles.
Lines and grades have been given for setting 17,778.6 linear feet (3.37 miles) of new edgestone, and the re-setting of 4,206.8 feet (2.25 miles) of old edgestone and measurements taken for computing assessments.
5,148.7 square yards of new brick sidewalks and 5,226 square yards of granolithic and tar concrete sidewalks have been laid
293
CITY ENGINEER.
(about 1.9 miles in length), and 1,453.8 square yards of old brick sidewalks re-laid.
The average cost for the year of setting edgestone with gravel sidewalk has been eighty-nine cents per linear foot, and laying brick sidewalks, $1.03 per square yard; one sidewalk of granolithic was laid by the city, day labor, at a cost of $1.36 per square yard.
5,994.9 square yards of new paved gutters have been laid, and 350.4 square yards of new vitrified brick and granite cross- ings and driveways constructed; 1,681.2 square yards of old gutters, driveways, and crossings have been re-laid, all requiring lines, grades, and measurements.
(See tables in this report for cost of new work, 1905, and total lengths of sidewalks constructed in the city to date.)
Streets Accepted as Public Highways in 1905 under the Betterment Act.
NAME OF STREET.
WARD.
FROM
To
Width in Feet.
Length in Feet.
Date of Acceptance.
Hamlet st. .
3
Highland ave.
Southerly
30
451
Dec. 30
Hanson st. .
2
Washington st.
Skehan st.
30
469
June 26
Hanson st. .
2
Skehan st.
Vine st.
35
347
June 26
Lexington ave.
6
Willow ave.
Hancock st.
50
624
Sept. 15
Nashua st.
5
Richardson st.
(So. div.)
35
637
July 21
Skehan st.
2
Dane st.
Hanson st.
30
306
Sept. 15
Thorpe pl. .
3
Highland ave.
Southerly .
30
468
Dec. 30
Vernon st. Vernon st.
5
Partridge ave.
Glenwood rd.
30 to 40
190
July 21
Warren st.
1
Medford st. .
Cambridge line .
30 to 40
109
Sept. 15
Wheatland st. .
4
Jaques st.
Mystic ave.
40
828
Nov. 20
Total .
(0.92 miles)
. .
4,863
Length of Public Streets in Each Ward.
Miles.
Ward one
9.182
Ward two
7.828
Ward three
7.260
Ward four
9.109
Ward five
10.265
Ward six
11.504
Ward seven
14.715
Total length of public streets in the city
70.223
5
Lowell st ..
Partridge ave.
30
434
July 21
B. & M. R. R.
294
ANNUAL REPORTS.
Miles of Edgestone, Brick Sidewalk and Gravel Sidewalk, in Each Ward.
Ward one
.
·
16.728
11.785
4.943
Ward two
.
·
12.400
4.249
8.151
Ward four
12.632
8.725
3.907
Ward five
16.748
10.180
6.568
Ward six
19.761
12.058
7.703
Ward seven
17.459
8.558
8.901
Total miles in the city
. 108.512
*67.167
41.345
*Includes 3.97 miles granolithic and tar concrete walk.
Table of Street Construction.
Miles.
*Streets paved with granite blocks .
2.85
Streets paved with asphalt
0.73
Streets paved with vitrified brick (Davis square)
0.16
Streets paved with "bitulithic" .
0.88
** Streets macadamized
65.45
Streets graveled or unimproved
23.65
Total
93.72
*Also 29.6 miles (single track) electric railway, paved with granite, asphalt, "bitulithic." ** Includes 2.84 miles boulevard.
Lines, grades, and measurements have been given and mis- cellaneous work done for paving with "Warren's Bitulithic Pave- ment" a portion of Pearl street, Gilman square, and Medford street, extending from Cross street to the westerly line of School street, a length of 2,845 linear feet, amounting to 7,603.8 square yards. The space occupied by the street railway tracks was not paved with the new pavement, but left with the old granite block pavement. The contract price for laying this new pavement complete, including a five-years' guarantee, was $2.25 per square yard, and the entire cost to the city of the new work was $18,558.54, deducting the amount allowed for old materials re- moved on the line of work as a credit to the account, shows the net cost to the city, $18,298.27.
The vitrified brick pavement has been extended in Davis square, West Somerville, easterly on Highland avenue a length of 100 feet, amounting to 433 yards, at a total cost of $1,261.52 ; the street railway company paving the space occupied by their track location with the same material.
This pavement was laid on a Portland cement concrete base, and the brick joints grouted with Portland cement.
Edge- stone.
Brick Sidewalk.
Gravel Sidewalk.
Ward three
12.784
11.612
1.172
·
.
Table Showing Sidewalks Constructed (not exceeding one-half cost assessed on abutters) and Paved Gutters Laid in Connection Therewith in 1905.
MATERIALS.
PAVED GUTTERS.
STREET.
WARD.
SIDE.
FROM
To
WIDTH OF SIDEWALK IN FEET.
Gravel and Edgestone. Lineal Feet.
Bricks. Sq. Yards.
Sq. Yards.
Cost.
§ Shawmut pl.
6.67
864.5
$754 35
288.2
$550 14
Bartlett
5
Southeasterly
Ames st.
Robinson st.
6.67
128.0
118 23
°Broadway
5
Northerly .
Main st.
Opposite Norwood ave.
1,328.7
. .
1,363 09
442.9
776 89
Chandler
-T
Northwesterly
Estate No. 64
Broadway .
6.67
. ... .
605.0
638 80
.
.
Charnwood road .
6
Both . Both .
Beacon st.
Hanson st.
6.67
882.9
788 97
294.3
. . . 523 72
Elm
6
Southwesterly .
Mossland st.
White st. .
10.5to 10 }
564.4
....
545 86
188.1
367 91
Evergreen avenue
5
Northerly
Thurston st.
Sycamore st.
6.67
308.6 1,184.0
. .
256 57
120.0
189 10
Farragut avenue .
7
Both .
Broadway
Southerly about 600 ft.
6.67
Glenwood road
5
Westerly .
Medford st.
Southerly line No. 56
9.00
§ 6.00 brick {
201.6
243 34
Hanson
2
Both . Both .
Willow ave.
Cutter ave.
5.00
1,599.3
....
1,412 14
533.1
856 35
Holland
7
Where not laid .
:}
Irving st. .
Broadway .
10.00
1,155.5
1,223 65
439.0
736 22
Hudson
5
Northerly .
Lowell st. .
Cedar st.
6.67
964.3
969 92
. .
.
Main
5
Where not laid Easterly
Boston & Albany R. R.
Cambridge line
8.33
22.4
137.9
211 11
.. .
.
Medford
5
Southwesterly
Glenwood rd.
{ Mclaughlin estate
6.67
1,419.6
1,440 04
552.1
878 77
Morrison
7
{ Where not laid . Easterly Both
Pearl st.
Southerly to old stone
8.33 to 6.67
49.7
54.5
88 50
16.6
62 20
Ossipee road
7
South westerly
Mt. Vernon st.
Crescent st.
6.00
333.8
189.5
572 60
111.3
226 05
Pritchard avenue
6
Both .
Lowell st. .
Lawrence st.
5.83
940.6
850 56
313.5
461 73
Spencer avenue
6
Both .
Cedar st.
Hancock st.
6.67
992.8
996 87
234.2
303 60
Warren
2
Both .
Medford st.
Cambridge city line .
5.00 to 6.67
196.3
206 90
. .
* Willow avenue
6
Easterly
Frederick ave.
Broadway .
8.33
5:00 walk
559.4
783 65
Wilton
5
Both .
Lowell st. .
Lawrence st.
5.83
942.7
842 19
314.2
437 43
Wyatt .
2
Westerly
No. 14, 16, 18, 20.
6.67
63.5
57 20
....
....
Total assessment, $10,354.70
Net cost to city, $10,354.71
17,524.4
5,508.8
$22,072 50
5,924.2
$9,570 19
Amount of edgestone and brick sidewalk, including granolithic, in front of private estates Totals. (Gravel sidewalks, 3.036 miles. Brick, granolithic, and tar sidewalks, 3.301 miles.)
264.2
4,866.0
....
70.7
$92 62
.
.
§ Southeasterly
William st.
Hancock st.
6.67
....
804.7
840 76
Durham
2
§ Southerly .
Cross st.
E'ly line B.& M. R. R.sta.lot
Alston
1
Northerly .
Both .
Main st.
College ave.
Willow ave.
6.67
722.2
769 83
.
Mt. Vernon .
1
Packard ave.
Curtis st. .
6.67
1,443.5
1,218 11
481.2
701 30
Pearl
1
Morrison ave.
Frederick ave.
6.67
1,299.2
.
1,141 41
433.1
724 40
Sydney .
4
Northeasterly
Grant st.
Temple st.
6.67
702.7
632 53
241.0
453 30
Medford
1
S Westerly, Ann E.
9.17
85.4
98 72
. ... .
Moreland
5
South westerly
Broadway .
Medford city line .
8.33 to 9.00
705.9
703 42
526.7
764 15
Hawthorne
7
§ Northeasterly
Washington st.
Vine st.
5.00 and 6.00
1,580.1
. .
1,000 21
394.7
556 93
3.00 sod. §
.
Richardson .
5
Both .
"Assessment abated and charged to Highway Maintenance.
*Granolithic.
3.33 sod.
Meacham st.
§ Northeasterly
1,302 97
Willow ave.
10.50
TOTAL COST.
295
CITY ENGINEER.
A small amount of granite block paving was laid in Warren street, 267.5 square yards, and on the southerly side of Somer- ville avenue, near the Cambridge line, 374.5 square yards were laid.
Many of the city's streets are constructed and repaired in a haphazard fashion rather than by adhering to a scientific scheme of laying a suitable permanent pavement of granite blocks, bitu- lithic, vitrified brick or asphalt, adapted to the character of the surroundings and amount of traffic and conditions encountered.
Where double car tracks have been laid in streets, leaving narrow roadways on either side, with flat grades, and streets that are continually torn up and openings made for underground work, it is impossible to maintain their surfaces in a proper con- dition, even at a heavy expense yearly.
On some of the principal streets the edgestones should be completed and gutters paved, so that the street can be properly drained in times of heavy storms.
All new construction work on highways, water works exten- sion, etc., should be done by contract with the lowest bidder, under specifications and plans drawn by the city engineer, and thereby saving a considerable percentage of cost.
A petition is pending before the board of aldermen from the Boston-Lowell Interurban Street Railway for an elevated track location the entire length of Mystic avenue, extending from the Charlestown line to the Medford line, and a section in the north- westerly part of the city crossing over the Powder-house boule- vard and extending into Arlington.
A public hearing has been held on this matter, and if this structure is built it will necessitate the widening and filling to grade of this avenue and macadamizing the roadway.
There are at present laid in Somerville streets twenty-nine and six-tenths miles of electric car track (single track location).
Plans and estimates of cost of constructing bridges and changing grades of Lowell street over the Southern division of the Boston & Maine railroad and Lexington and Arlington branch of this railroad have been made and submitted to 'the county commissioners and railroad commissioners; and after many hearings held before the commissioners on the matter dur- ing the year, and the presentation of much data on the subject, a favorable report has been made for constructing bridges in accordance with the plans presented.
The abolition of steam railroad grade crossings in this city has been a matter of discussion and consideration by various city governments for a number of years past, and while the expense to the city for changing these crossings would be large the amount would be quite small when compared with the total cost and amount of work involved by the railroad companies.
In June of the past year a special commission, consisting of three members, was appointed by the court to consider the mat-
296
ANNUAL REPORTS.
ter of abolition of crossing at grade on the line of the Fitchburg division of the Boston & Maine railroad through the city. Con- siderable work has been accomplished during the latter part of the year in making plans, profiles, and studies as to the most feasible and best design for the city to prepare and present to this commission for their consideration of the changes to be made, and probably in the early part of 1906 a plan will be pre- sented.
Fifteen hundred dollars was appropriated for preparing plans and data on this grade crossing work, and $522.70 has been ex- pended.
Perambulation of City Boundary Lines. In December, 1905, representatives from the city of Somerville and city of Cambridge examined the bounds defining the division line between the two cities ; and also met representatives from the town of Arlington and performed a like duty on the boundary line between Somer- ville and Arlington, reporting in due form to the board of alder- men. These boundary lines are perambulated every five years.
Considerable work has been done by the engineering depart- ment at various times by the collection of data and estimates in reference to the newly-constructed bridge across Mystic river, between Somerville and Wellington, on the line of the Metro- politan parkway, and used at hearings held before the commis- sion for apportionment, and their decision was rendered in Sep- tember, 1905, on the percentage of cost of construction and main- tenance, to be paid as follows :-
Metropolitan Park district
50 19
per cent. 66 66
Medford
Malden
14
66
Somerville
121/2 66
Stoneham
31/2 1
66
Reading
66 66
Total
100 per cent.
297
CITY ENGINEER.
SEWER DEPARTMENT.
Sewers Construction Account.
STATEMENT OF EXPENSES, 1905.
Constructing "separate system" sewers (as-
sessments levied) petitioned for .
$1,798 51
Constructing "separate system" sewers (no assessments)
9,553 58
Constructing "combined system" sewers (as- sessments levied) petitioned for .
1,322 30
Constructing storm drains and overflows
6,630 35
Constructing fifty catch basins, street drainage
2,532 86
Final payments on sewers constructed 1904,
499 34
Work and materials furnished other. depart- ments (unpaid $473.86) .
723 46
Sundry expenses, books and printing
15 75
Materials on hand December 31, 1905
815 03
Total expenditure
$23,891 18
Transferred to Highway Construction,
paving
8,000 00
Transferred to Sidewalks Construction
2,000 00
Transferred to Electrical Department . 700 00
Transferred to Grade Crossings account
1,500 00
Total
CREDIT.
Appropriation
$30,000 00
Balance unexpended December 31, 1904
6,747 08
Assessments levied, sewers constructed 1905,
2,686 94
Amounts received from other departments .
270 37
Reserves on contracts, due 1906
740 30
Materials on hand December 31, 1904
358 01
Total
$40,802 70
Balance unexpended
$4,711 52
The greater part of the new construction work has been done by contract, and the remainder by the city employing day labor, where old structures were to be remodeled or replaced by some difficult construction work.
All materials have been furnished by the city, and the prices paid for drain pipe, cement, etc., for the season have been at an unusually low rate.
A number of sewers have been constructed as petitioned for in different sections of the city, and portions of the cost of con- struction assessed on the abutting estates under orders adopted by the board of aldermen.
Short lines of storm drains and overflows from congested sewers have been constructed during the year in the most needed districts.
$36,091 18
298
ANNUAL REPORTS.
In the North Somerville district, construction on a perma- nent storm drainage system has been commenced (the outlet being through the city of Medford into Mystic river), and nego- tiations are still pending with private land owners for rights of drainage on this line of work for a further improvement of a large area.
The "separate system" sewers (those built for house drainage ·only) have been extended in a number of streets, and this system should be extended yearly until all the flooded districts in the city have two complete systems of drainage, the new sewer to be used for storm and surface water. The city pays the entire cost of these new extensions.
Wherever these new sewers are constructed, the house plumbing should be changed where necessary, and the house ·drains re-connected with both systems as soon as possible.
New sewers and drains were constructed during the year, varying in size from eight-inch pipe to twenty-four-inch pipe, in the following localities :-
"Separate system" sewers in :-
Boston avenue,-Pearson avenue to Prichard avenue. Bromfield road,-Two Penny brook to near Warner street.
Dell street,-(northerly side) Glen street, westerly.
Dickson street,-Broadway, northeasterly.
Fountain avenue,-(both sides) Glen street, westerly.
Franklin street,-(westerly side) Palmer avenue to Oliver street.
Glen street,-(easterly side) Fountain avenue to Dell street.
Harris street,-Beacon street to near the Cambridge line.
Joseph street,-(southerly side) near Adrian street to Lincoln parkway.
Lincoln parkway,-(southerly side) Joseph street, west- erly.
North street,-Powder-house boulevard to Russell road. Oliver street,-(southerly side) Franklin street to west of Glen street.
Palmer avenue,-(southerly side) Franklin street to private lands.
Private lands,-Palmer avenue to Glen street.
Russell road,-North street, easterly and southerly.
Somerville avenue,-No. 46 to near the East. Cambridge line.
Washington street,-(southerly side) Perry street to Beacon street.
299
CITY ENGINEER.
'"Combined system" sewers in :-
City Farm lands,-Berwick street, northwesterly to gar- bage plant.
Highland avenue,-(northerly side) Cedar street to near Lowell street.
Packard avenue,-Teele avenue to near Talbot avenue. Prichard avenue,-Frederick avenue to near Boston avenue.
Skilton avenue,-Pearl street, southerly and westerly. Storm drains in :-
Broadway,-(northerly side) Pearson road to Boston avenue.
Pearson road,-Two Penny brook to Broadway.
Summary of Work. Twenty-four new sewers and drains have been constructed during the year, a total length of 11,511.7 linear feet (2.18 miles) at a cost of $19,608 ; plans have been made showing these sewers in detail and assessments levied on a portion of them, amounting to $2,687. (See tabular statement of sewers and drains for 1905, showing itemized statement of work and cost.)
The total length of the city's drainage system is 92.96 miles, 20.115 miles being on the "separate system," and 5.606 miles of storm drains, and the entire cost of construction has amounted to about $1,163,936, exclusive of the amount paid the state for the construction of the North Metropolitan sewerage system.
Fifty new catch basins have been constructed in the high- ways during the year, at an average cost of $50.66 per basin, making a total of 1,364 catch basins in the city for street drainage purposes.
Metropolitan Sewer Connections. All of the city's ten con- nections with the North Metropolitan sewerage system are in good condition. No new main connections have been required.
A plan and profile has been made showing a proposed sewer for the purpose of drainage from the Hinckley rendering works, located on the marsh lands and connecting with the Metropolitan main on Mystic avenue at Melrose street.
At the Somerville-avenue-Poplar-street connection with the Metropolitan sewer, records compiled from an automatic record- ing clock placed in the "regulator chamber" on the combined system show this outlet to have been cut off as follows :-
Year 1905, completely closed 297 hours, partly closed 548 hours.
In previous years the following :--
Year 1904, completely closed 279 hours, partly closed 922 hours.
66 1903, 66
180
66
66
66 167 66
1902, 66
66
376
66
66
66 377 66
66 1901,
66
386
66
66
225
1900,
353
66
66
114
300
ANNUAL REPORTS.
The city's assessment for the Metropolitan system for the past year was $32,966.96 on construction account and $18,886.84 for maintenance, and the total amount paid the commonwealth of Massachusetts for this state sewer has been $522,489.81 (1894-1905, both years inclusive). The total length of the Met- ropolitan sewerage system mains running through the city amounts to 3.368 miles.
New Work. The construction of the storm drainage system commenced the past year should be continued in the vicinity of North Somerville, where buildings and new streets are being rapidly constructed, with no good and permanent means yet pro- vided for taking care of the storm water.
Storm drainage should be provided on sections of Mystic avenue.
In the vicinity of Lowell and Vernon streets, some arrange- ment should be made with the railroad company, whenever the highway bridge is constructed at Lowell street, for providing an outlet for storm water in this locality through the railroad valley, which would be beneficial to both city and railroad.
A large storm overflow drain has been contemplated for some time at the East Cambridge line, across private lands from Somerville avenue, discharging into the head of Miller's river. In conjunction with this last proposed work, a readjustment of the present legislative act should be made on a more equitable basis, whereby the amount paid by this city to Cambridge for the maintenance of the Somerville-avenue-Bridge-street sewer would be less and in proportion to the use of the same at the present time, the prevailing conditions being far different from what existed some thirty years ago, when the division of the cost was established.
A special act of the legislature in 1903 authorized the cities of Somerville and Cambridge and the towns of Arlington and Belmont to unite in improving the sanitary condition of Alewife brook within the limits of the referred-to cities and towns, and after considerable preliminary work had been done it was deemed advisable to suspend operations, as another act was passed by the legislature in 1904 whereby, in conjunction with the Metro- politan Park Commission, the entire length of Alewife brook, to- gether with upper Mystic river in Medford, might be improved far more extensively than at first proposed by the cities and towns originally interested in the matter. No construction work has been done, and the brook remains in the same unimproved con- dition.
Following tables show itemized cost of sewers constructed in 1905; sewers constructed on the "separate system"; storm
TABULAR STATEMENT OF SEWERS BUILT IN 1905.
LOCATION.
ITEMS OF CONSTRUCTION AND COST.
NAME OF STREET.
FROM
To
CONTRACTOR.
MATERIAL EXCAVATED.
Average Cut.
Size in inches.
Length in feet.
Size in inches.
Length in feet.
Cubic yards Rock
Price per cubic
yard, Rock.
Manholes.
Inlets.
Excavating, Re- filling, and Pipe Laying.
Sub-drain
where laid
Inspection.
Miscellaneous.
Lumber.
lineal foot.
Total cost.
Assessment.
Cost to City.
·Boston ave.
Pearson ave. .
Pritchard ave.
Bartholomew Burke
Hardpan
8.7
8
238.1
G
238.1
1
$34.00
13
$0.47
$0.20
$0.28
$0.04
$1.14
$270.80
$270.85
·Bromfield road
Two Penny brook
Near Warner st.
Daniel A. Dorey
Hardpan
8.0
8
431.6
1
31.00
34
0.40
0.22
0.03
0.72
310.47
305.47
$5.00
City Farm (garbage drainage)
Berwick st.
Westerly to building
Day Labor
Hardpan
6.2
8
357.0
§2
20,00
5
0.40
0.20
0.02
$0.03
0.85
303.26
303.26
·Dickson st.
Broadway
Northerly
Timothy F. Criminings .
Hardpan and rock
8
211.0
21.5
$2.50
32.00
10
0.30
0.18
0.05
0.94
198.05
123.25
74.80
*Franklin st. (west side) and
Palmer ave.
Oliver st.
Daniel A. Dorey
Filling .
7.9
8
241.6
8.0
1.00
38.50
10
0.48 )
0,21
0.05
0.05
$0.01
0.97
950.09
950.09
Oliver st. (south side)
Franklin st.
West of Glen st.
Daniel A. Dorey
Filling
7.9
8
742.2
2
38.50
24
0.48)
*Glen st. (southeast side) and
Fountain ave.
Dell st.
Daniel A. Dorey
Filling .
5.8
8
124.8
1
31.00
5
0.30 )
*Dell st. (northeast side)
Glen st. .
Angle near Tufts st.
Daniel A. Dorey
Filling and hardpan
6.3
8
342.5
1
31.00
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