PLANS BID 2746 - 20658.pdf
PDF 1 MB Posted
- Attached to
- PW Bid 2746-RELAY of WATER MAINS in LOTT AVE
- Solicitation number
- B2626679
- Issued by
- Pennsylvania
About this file
This is a set of engineering plans and specifications for a water main relay project in Philadelphia, Pennsylvania, prepared by the City of Philadelphia Water Department. The project involves the relay of water mains along multiple streets including Lott Avenue, Wistaria Street, Bustleton Avenue, Clark Street, Evans Street, Fulmer Street, Hilspach Street, Chapelcroft Street, Birwood Street, and Berwyn Street. The work encompasses the installation of approximately 10,205 linear feet of 8-inch ductile iron water main, 495 linear feet of 12-inch ductile iron pipe main, 380 linear feet of 6-inch ductile iron pipe main, and 35 linear feet of 4-inch ductile iron pipe main. The project includes removal and abandonment of existing water mains, installation of fire hydrants, valve boxes, and various appurtenances, as well as deflection of existing utility lines as needed. The detailed plans span 17 sheets (W-1 through W-17) and include cross-sectional views, material bills of quantities, and specifications for construction. Existing utilities including gas, sewer, electric, Verizon, and PECo lines are documented throughout the project area, with minimum 6-inch clearance required between all underground structures and new water mains.
The project is estimated at greater than $5,000,000 and is limited to approved sellers only, with a required bid processing fee of $600 to be submitted through the City of Philadelphia's online payment system. All existing water mains shall be cut and plugged as approved by the City Engineer, and fire hydrants shall not be constructed or relocated until field approval is obtained from the Water Department Construction Division. Contractors must contact the Pennsylvania One Call System at 1-800-242-1776 at least three days prior to excavation in accordance with Pennsylvania Act 287 of 1974, as amended by PA Act 121 of 2008. Payment will be made only for the actual amount of pipe and appurtenances installed, with bills of material and pipe totals provided for contractor convenience only. The plans were prepared by M. Gandy, with final approval dates of 12/13/24 and 12/24/24, and indicate a project work number of W-20658-D 17 with GPIS number G2020-02045.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| BID RESULTS 05-14-26~3.xlsx | XLSX spreadsheet | |
| AD 2788 2186 2382 2746 2791 2579~10.pdf | ||
| Bid 2746 Seller Quote Checklist.xlsx | XLSX spreadsheet | |
| SPEC BID 2746 20658 F 1 FINAL.pdf | ||
| Bid Pricing Pages 2746-20658.xlsx | XLSX spreadsheet | |
| Consent Authorization Form.~25.pdf | ||
| Virtual Sequential Bid Opening Instructions 2788 2186 2382 2746 2791 2579~6.pdf | ||
| Bid 2746 ABL for posting.pdf |
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Text version
(TO BE ABAND.)
(TO BE ABAND.) (TO BE ABAND.)
'-0
'-0
6'-0"
DEFLECT MAIN AS NEEDED
(TO BE ABAND.)
(TO BE ABAND.) (TO BE ABAND.)
'-0
'-0
6'-0"
DEFLECT MAIN AS NEEDED
(TO BE ABAND.)
(TO BE ABAND.) (TO BE ABAND.)
'-0
'-0
6'-0"
DEFLECT MAIN AS NEEDED
(TO BE ABAND.)
(TO BE ABAND.) (TO BE ABAND.)
'-0
'-0
6'-0"
DEFLECT MAIN AS NEEDED
156.51156.85
305.382'
26' 12'12'
W
IS
TA
R
IA
S
T.
LOTT AVENUE
64' 7.2'
7'
164.65
5.
6.
165.63
64'
10'
10'
0.02498
0.02563
0.
0.
A.
V.
PARKING
NO PARKING
PARKING
NO PARKING
PA
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NO PARKING
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1823 18311827181918171813 1815
6' -6
C. CurbC. CurbC. Curb
TS
X X
X X X
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5' -0
6' -6
5'
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C. Ftw.C. Ftw.C. Ftw.C. Ftw.C. Ftw.
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Grass
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Dep. Curb
C. D/W
Dep. Curb C. D/W
Dep. Curb C. D/W
Dep. Curb
C. D/W
Dep. Curb C. D/W
Dep. Curb C. D/W
Dep. Curb
C. D/W
Dep. Curb C. D/W
Dep. Curb C. D/W
Dep. Curb
Grass
C. Ftw.
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C. Ftw.C. Ftw.C. Ftw.C. Ftw.C. Ftw.C. Ftw.C. Ftw.
Grass Grass Grass GrassC. D/W Dep. Curb
C.
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C.
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B
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C.
D
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C/R C/R
C/ R
3' -8
6'
-0
Gas 6", 3'-6" Cov.
Gas 8", 2'-10" Cov.
Gas 8", 3'-0" Cov.
Gas 12", 3'-0" Cov.
14'-9"
PECo 20"x45", 5'-11" Cov.
3'-9"
PECo 2", 2'-6" Cov.
9' -3
6'
-5
4' -0
5'
-0
PECo 5"x9", 2'-4" Cov.
PECo 20"x45", 5'-7" Cov.
Sewer 10" V.C.P., w/ 21" R.C.P. S.W., 9'-6"± Cov.
26'-10" 14'-11"
Water 16", 5'-0" Cov.
Water 12", 4'-3" Cov.
10'-0"
Water 8", 4'-0" Cov.
Sewer 10" V.C.P., w/ 18" R.C.P. S.W., 8'-1"± Cov.
Gas 6", 2'-4" Cov.
6'-0"
4'-0"
1'-0"
8" Vent Pipe
9' -0
Gas 4", 2'-6" Cov.
Verizon 18"x22", 2'-0" Cov.
Verizon 32"x13", 4'-6" Cov.
Verizon 18"x18", 3'-5" Cov.
Verizon 18"x17", 3'-2" Cov.
183218241820
Verizon 31"x13", 4'-6" Cov.
'-0
6'
-0
4' -0
4' -0
Sewer 10" V.C.P., w/ 18" R.C.P. S.W., 8'-2"± Cov.
Gas 6", 3'-9" Cov.
Water 8", 4'-0" Cov.
Gas 6", 3'-1" Cov.
Gas 6", 3'-1" Cov.
'-0
4' -0
Verizon 9"x9", 3'-9" Cov.
Verizon 9"x9", 3'-0" Cov.
Verizon 9"x9", 3'-9" Cov.
24'-0" 30'-0"
Verizon 18"x13", 6'-6" Cov.
Verizon 18"x22", 3'-10" Cov.
Verizon 31"x13", 3'-6" Cov.
Verizon Unk. Size, Unk. Cov.
Water 16", 5'-5" Cov.
Water 8", 4'-0" Cov.
Verizon 18"x18", 2'-3" Cov.
6' -6
5' -0
4' -0
'-0
4' -0
Gas 6", 3'-9" Cov.
Water 8", 4'-0" Cov.
Sewer 10" V.C.P., 9'-5"± Cov.
Sewer 18" R.C.P. S.W., 8'-10"± Cov.
Sewer 10" V.C.P., w/ 18" R.C.P. S.W., 9'-9"± Cov.
8" Vent Pipe Sewer 10" V.C.P., w/ 18" R.C.P. S.W., 9'-8"± Cov.
1' Concrete Wall with Fence
V W
Grass
V V
4 4
Brick Wall
VV
1' Concrete Wall with Fence
Water 16", 5'-0" Cov.
D.
E.
D.
E.
8'-4"
A
A
Verizon Unk. Size, Unk. Cov.
'-1
0"
PECo Unk. Size, Unk. Cov.
Verizon 9"x9", 3'-9" Cov.
Verizon 18"x18", 6'-3" Cov.
Sewer 18" R.C.P. S.W., 8'-10"± Cov.
D.E.
Sewer 10" V.C.P., 9'-5"± Cov.
D.E.
26'-9"27'-0"
A.
V.
Gas 8", 3'-6" Cov.
Gas 8", 2'-4" Cov.
Gas 8", 3'-8" Cov.
Gas 6", 2'-6" Cov.
PECo Unk. Size, Unk. Cov.
156.80
PECo 8"x4", 7'-6" Cov.
H ol y Re de em er O
B/ G
YN
Progressive Discount
Tree Service
21'-0"
PROPOSED 8" D.I. WATER
MAIN, 4'-0" COVER
(TO BE ABAND.)
21'-0"
PROPOSED 8" D.I. WATER
MAIN, 4'-0" COVER
(TO BE ABAND.)
21'-0"
PROPOSED 8" D.I. WATER
MAIN, 4'-0" COVER
(TO BE ABAND.)
21'-0"
PROPOSED 8" D.I. WATER
MAIN, 4'-0" COVER
(TO BE ABAND.)
15' 50' 15'
SECTION
SCALE 18" = 1'-0"
A-A
Gas 6", 3'-6" Cov.
3'-8" 6'-0"
Sewer 10" V.C.P., w/ 18" R.C.P. S.W., 7'-7"± Cov.
24'-10"
Water 8", 4'-0" Cov.
Verizon 18"x22", 3'-10" Cov.
5'-0" 4'-0"
Verizon 31"x13", 3'-6" Cov.
Verizon 18"x13", 6'-6" Cov.
6'-5"
PECo 5"x9", 2'-4" Cov.
9'-3"
REMOVE FRAME & COVER - SEE SPEC'S.
REMOVE FIRE HYDRANT - SEE SPEC'S.
REMOVE PIPE AND/OR FITTING & RECONNECT.
4 ROTATE FITTINGS AS REQUIRED.
5 REMOVE & RETURN VALVE - SEE SPEC'S.
NOTES:
1. EXISTING WATER MAINS SHALL BE CUT &
PLUGGED AS APPROVED BY THE CITY
ENGINEER.
2. THE CONTRACTOR SHALL MAINTAIN A
MINIMUM 6-INCH CLEARANCE BETWEEN
ALL UNDERGROUND STRUCTURES AND
THE NEW WATER MAINS.
3. BILLS OF MATERIAL AND PIPE TOTALS
ARE FOR THE CONVENIENCE OF THE
CONTRACTOR ONLY AND PAYMENT WILL
BE MADE ONLY FOR THE ACTUAL
AMOUNT OF PIPE AND APPURTENANCES
INSTALLED.
4. FIRE HYDRANTS SHALL NOT BE
CONSTRUCTED OR RELOCATED UNTIL
SUCH LOCATIONS HAVE BEEN APPROVED
BY THE WATER DEPARTMENT
CONSTRUCTION DIVISION IN THE FIELD.
5. ALL DISTANCES SHOWN ARE IN DISTRICT
STANDARD MEASUREMENTS
PIPE TOTALS (ALL SHEETS)
10,205' ± 8" DUCTILE IRON WATER MAIN
495' ± 12" DUCTILE IRON PIPE MAIN
380' ± 6" DUCTILE IRON PIPE MAIN
35' ± 4" DUCTILE IRON PIPE MAIN
PIPE TOTALS (THIS SHEET)
490' ± 8" DUCTILE IRON WATER MAIN
30' ± 6" DUCTILE IRON WATER MAIN
APPROVED
CHIEF, DESIGN BRANCH, ENGINEERING DIVISION
APPROVED
APPROVED
GENERAL MANAGER, PLANNING AND ENGINEERING
WATER COMMISSIONER
DRAWN BY
PROJECT ENGR.
SUPERVISOR DATE
WORK NO.
SHEET NO. OF
CITY OF PHILADELPHIA
WATER DEPARTMENT
WATER MAIN RELAY PROJECT
PURSUANT TO THE REQUIREMENTS OF PENNSYLVANIA ACT 287 OF 1974 (THE UNDERGROUND UTILITY
LINE PROTECTION ACT), AS AMENDED BY PA ACT 121 OF 2008, THE CONTRACTOR
SHALL CONTACT THE PENNSYLVANIA ONE CALL SYSTEM AT 1-800-242-1776, AT LEAST
3 DAYS PRIOR TO EXCAVATION.
HIGHWAY DISTRICT NO. WARD NO.
SURVEY DISTRICT NO.
ONE CALL SERIAL NO.
NOTICE:
WATER PLAT NO.
FROM
SCALES:
PLAN 1" = 20'
AND AS NOTED
W-1
GPIS NO.
nd y\ ap pd at a\ lo ca l\t em p\ Ac
Pu bl ish _8
8\
W at er Sh ee ts
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2/
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CS
V
1.
SHEETS
W-20658-D
M. GANDY
M. GANDY 12/13/24
12/13/24
LOTT AVENUE
BUSTLETON AVE. ( S.R. #0532) TO WISTARIA ST.
2020101663
06 5811, 5814, 5828, 5842
98, 102
G2020-02045
M A
TC
H
LI
N
E
SE
E
SH
EE
T
W -2
Z Z
Verizon 18"x17", 3'-2" Cov.
Verizon 9"x9", 2'-6" Cov.
PROPOSED 8" D.I. WATER MAIN, 4'-0" COVER
BILL OF MATERIALS
2 - STD. FIRE HYDRANT W/CCL
5 - STD. 7" VALVE BOX
2 - 6" VALVES
3 - 8" VALVES
2 - 8" X 6" HYDRANT ANCHOR TEE
1 - 8" X 8" TEE
12 - 8" 1/8 BENDS (8 VERT.)
2 - 8" SLEEVES
1 1
PROPOSED 8" D.I. WATER MAIN
02/21/25
15'-0"
(T O
B E
A B
A N
D
(TO BE ABAND.)
(TO BE ABAND.)
(TO BE ABAND.)
'-0
'-0
'-0
'-0
'-0
15'-0" 10'-0"
15'-0"
15'-0"
(T O
B E
A B
A N
D
(TO BE ABAND.)
(TO BE ABAND.)
(TO BE ABAND.)
'-0
'-0
'-0
'-0
'-0
15'-0" 10'-0"
15'-0"
15'-0"
(T O
B E
A B
A N
D
(TO BE ABAND.)
(TO BE ABAND.)
(TO BE ABAND.)
'-0
'-0
'-0
'-0
'-0
15'-0" 10'-0"
15'-0"
15'-0"
(T O
B E
A B
A N
D
(TO BE ABAND.)
(TO BE ABAND.)
(TO BE ABAND.)
'-0
'-0
'-0
'-0
'-0
15'-0" 10'-0"
X X
X X
X X
225'250'
26' 12'12'
147.25147.25
147.30147.20149.66150.20
D U
N G
A N
R D
902.610'
34' 13'13'
0.0101
0.0124
0.0098
0.01
0.0229
0.0227
0.
0.
B
IR
W O
O D
S T.
PA
RK
IN
G
NO PARKING
PA
RK
IN
G
NO PARKING
PA
RK
IN
G
NO PARKING
PA
RK
IN
G
NO PARKING
18631855185118471843183918351831
XXXXXXXX
V V V
V
G
4' -0
'-0
TS
TS
C.
C ur b
C.
C ur b
Gr as sGr as s
Gr as s
Gr as s
C.
F tw
C.
D
/W De p.
C ur b
8'-0"
4'-0"
4' -0
5' -0
9' -0
6' -6
5'
-0
9' -0
C. Curb C. Curb
VV
6' -6
6' -6
6' -6
5'
-0
5' -0
C. D/W Dep. Curb
LP
LPLP
TS
TS
X X
TS
X X X X X X X X X X
GrassGrassGrass
GrassGrass
Grass
Grass
GrassGrass
Grass
C. CurbC. CurbC. Curb
VV
XXXXX
TSC. D/W
Dep. Curb
C. D/W Dep. Curb
X
4' -0
13'-0"
6' -6
'-0
" 18'-0"
17'-0"
4 4
4 4
8'-0"5' -0
'-4
8'-0"
'-0
4'
-0
8'-0"
12'-0" 3'-6" 5'-6"
C. Ftw.C. Ftw.C. Ftw.C. Ftw.C. Ftw.C. Ftw.C. Ftw.
C. Ftw.C. Ftw.
GrassGrass
GrassGrass
GrassGrass GrassGrassGrass
C.
F tw
C.
F tw
Gr as s
Gr as sGr as s
Gr as s
C.
C ur b
C.
C ur b
C.
C ur b
C.
C ur b
C. CurbC. CurbC. Curb
X X X X X X
X X
X X
X X
12"
TSC. D/W
Dep. Curb
C. D/W Dep. Curb
C. D/W Dep. Curb
C. D/W Dep. Curb
C. D/W Dep. Curb
C. D/W Dep. Curb
C. D/W Dep. Curb
C. D/W Dep. Curb
VVV V
WTS
V
WV VVVV V 4
Grass Grass Grass Grass Grass Grass
Grass Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass Grass
Grass
Grass Grass Grass Grass
Grass Grass
Grass
Grass
C. Ftw.C. Ftw.C. Ftw.C. Ftw.C. Ftw.C. Ftw.C. Ftw.
C/R C/R C/R C/R
C/R
C/R
Verizon 18"x17", 3'-2" Cov.
1832 1846 1900 1926
1930Verizon 31"x13", 4'-6" Cov.
Gas 6", 3'-1" Cov.
Gas 6", 2'-6" Cov.
Gas 6", 2'-6" Cov.
Gas 6", 3'-6" Cov.
4' -0
Gas 6", 3'-0" Cov.
Gas 6", 5'-0" Cov.Gas 4", 3'-2" Cov.
Gas 6", 3'-0" Cov.
Gas 6", 3'-0" Cov.
Gas 6", 3'-0" Cov.
Gas 6", 4'-8" Cov.
Water 8", 4'-0" Cov.
Water 8", 4'-0" Cov.
Water 8", 4'-0" Cov.
Water 8", 4'-0" Cov.
Verizon 18"x17", 2'-0" Cov.
Verizon 31"x13", 3'-6" Cov.
Verizon 18"x18", 3'-8" Cov.
Verizon 18"x18", 2'-6" Cov. Verizon 9"x9", 2'-8" Cov.
LOTT AVENUE
PARKING
NO PARKING
PARKING
NO PARKING
Sewer 10" V.C.P., w/ 18" R.C.P. S.W., 8'-11"± Cov.
8" Vent PipeSewer 18" R.C.P. S.W., 8'-7"± Cov.
Ve riz on
"x 9"
, 3 '-0
" C ov
36' 10'10'
36'10' 10'
Ve riz on
"x 9"
, 3 '-5
" C ov
Sewer 42" R.C.P. S.W., 6'-6"± Cov. Sewer 10" V.C.P., 11'-9"± Cov.
5'-0" 8'-0"
Sewer 10" V.C.P., 11'-5"± Cov.
Verizon 18"x18", 3'-4" Cov.
Verizon 31"x13", 4'-0" Cov.
6' -6
5'
-0
9' -0
4' -0
'-0
4' -0
'-0
Gas 6", 3'-9" Cov.
Water 8", 4'-0" Cov.
Sewer 10" V.C.P., 9'-5"± Cov.
Sewer 18" R.C.P. S.W., 8'-10"± Cov.
W at er
'-0 " C ov
Se w er
6" R
.C .P
. S .W
6'
-7
C ov
Se w er
0" V
.C .P
'-5
C ov
G as
'-6 " C ov
Sewer 21" R.C.P. S.W., 8'-0"± Cov.
W
G
De p.
C ur b
TS
V V
W
1' Concrete Wall with Fence
1' Concrete Wall with Fence
1' Concrete Wall with Fence
B
B Verizon Unk. Size, Unk. Cov.
Verizon Unk. Size, Unk. Cov.
Sewer 10" V.C.P., 11'-1"± Cov. Sewer 10" V.C.P., 10'-9"± Cov.
Verizon 18"x18", 3'-4" Cov.
Sewer 10" V.C.P., 11'-1"± Cov.
4'-8"
Sewer 18" R.C.P. S.W., 8'-5"± Cov.
5'-6" 9'-0"
Gas 6", 3'-6" Cov.
Gas 6", 5'-0" Cov.
149.87
21'-0"
PROPOSED 8" D.I. WATER
MAIN, 4'-0" COVER
(TO BE ABAND.)
21'-0"
PROPOSED 8" D.I. WATER
MAIN, 4'-0" COVER
(TO BE ABAND.)
21'-0"
PROPOSED 8" D.I. WATER
MAIN, 4'-0" COVER
(TO BE ABAND.)
21'-0"
PROPOSED 8" D.I. WATER
MAIN, 4'-0" COVER
(TO BE ABAND.) SECTION
SCALE 18" = 1'-0"
B-B
Gas 6", 3'-0" Cov.
4'-0"
Verizon 18"x18", 2'-6" Cov.
6'-6"
Verizon 31"x13", 3'-6" Cov.
5'-0"
25'-0"
Water 8", 4'-0" Cov.
4'-0"
Sewer 10" V.C.P., 10'-9"± Cov.
Sewer 21" R.C.P. S.W.., 6'-6"± Cov.
10'-0"
15' 50' 15'
REMOVE FRAME & COVER - SEE SPEC'S.
REMOVE FIRE HYDRANT - SEE SPEC'S.
REMOVE PIPE AND/OR FITTING & RECONNECT.
4 ROTATE FITTINGS AS REQUIRED.
5 REMOVE & RETURN VALVE - SEE SPEC'S.
NOTES:
1. EXISTING WATER MAINS SHALL BE CUT &
PLUGGED AS APPROVED BY THE CITY
ENGINEER.
2. THE CONTRACTOR SHALL MAINTAIN A
MINIMUM 6-INCH CLEARANCE BETWEEN ALL
UNDERGROUND STRUCTURES AND THE NEW
WATER MAINS.
3. BILLS OF MATERIAL AND PIPE TOTALS ARE
FOR THE CONVENIENCE OF THE CONTRACTOR
ONLY AND PAYMENT WILL BE MADE ONLY
FOR THE ACTUAL AMOUNT OF PIPE AND
APPURTENANCES INSTALLED.
4. FIRE HYDRANTS SHALL NOT BE CONSTRUCTED
OR RELOCATED UNTIL SUCH LOCATIONS HAVE
BEEN APPROVED BY THE WATER
DEPARTMENT CONSTRUCTION DIVISION IN
THE FIELD.
5. ALL DISTANCES SHOWN ARE IN DISTRICT
STANDARD MEASUREMENTS
BILL OF MATERIALS
2 - STD. FIRE HYDRANT W/CCL
7 - STD. 7" VALVE BOX
2 - 6" VALVES
5 - 8" VALVES
1 - 8" X 8" CROSS
2 - 8" X 6" HYDRANT ANCHOR TEE
1 - 8" X 8" TEE
18 - 8" 1/8 BENDS (14 VERT.)
2 - 8" SLEEVES
PIPE TOTALS (THIS SHEET)
780' ± 8" DUCTILE IRON WATER MAIN
30' ± 6" DUCTILE IRON WATER MAIN
APPROVED
CHIEF, DESIGN BRANCH, ENGINEERING DIVISION
DRAWN BY
PROJECT ENGR.
SUPERVISOR DATE
WORK NO.
SHEET NO. OF
CITY OF PHILADELPHIA
WATER DEPARTMENT
WATER MAIN RELAY PROJECT
PURSUANT TO THE REQUIREMENTS OF PENNSYLVANIA ACT 287 OF 1974 (THE UNDERGROUND UTILITY
LINE PROTECTION ACT), AS AMENDED BY PA ACT 121 OF 2008, THE CONTRACTOR
SHALL CONTACT THE PENNSYLVANIA ONE CALL SYSTEM AT 1-800-242-1776, AT LEAST
3 DAYS PRIOR TO EXCAVATION.
HIGHWAY DISTRICT NO. WARD NO.
SURVEY DISTRICT NO.
ONE CALL SERIAL NO.
NOTICE:
WATER PLAT NO.
FROM
SCALES:
PLAN 1" = 20'
AND AS NOTED
W-2
GPIS NO.
nd y\ ap pd at a\ lo ca l\t em p\ Ac
Pu bl ish _8
8\
W at er Sh ee ts
.d w g\
-2
M
AC
KE
N
ZI
E.
G
AN
DY
2/
/2
CS
V
1.
SHEETS
W-20658-D
M. GANDY
M. GANDY 12/13/24
12/13/24
LOTT AVENUE
WISTARIA ST. TO BIRWOOD ST.
20202101663, 20202101669
06 5811, 5814, 5828, 5842
98, 102
G2020-02045
M A
TC
H
LI
N
E
SE
E
SH
EE
T
W -1
Z Z
M A
TC
H
LI
N
E
SE
E
SH
EE
T
W -3
Y Y
MATCHLINE SEE SHEET W-15
KK
Water 8", 4'-0" Cov.
Sewer 36" R.C.P. S.W., 6'-7"± Cov.
Verizon 32"x13", 4'-0" Cov.
Gas 6", 3'-0" Cov.
Verizon 9"x9", 3'-0" Cov.PROPOSED 8" D.I. WATER
MAIN, 4'-0" COVER
PROPOSED 8" D.I. WATER
MAIN, 4'-0" COVER
(TO BE ABAND.)
2 1
Verizon 9"x9", 3'-5" Cov.
PROPOSED 8" D.I. WATER MAIN
11'-0"
'-0
'-0
'-0
(T
O B
E A
B A
N D
(TO BE ABAND.)
(TO BE ABAND.)
'-0
(RECONNECT
- SEE SPECS)
15'-0"
(RECONNECT
- SEE SPECS)
11'-0"
'-0
'-0
'-0
(T
O B
E A
B A
N D
(TO BE ABAND.)
(TO BE ABAND.)
'-0
(RECONNECT
- SEE SPECS)
15'-0"
(RECONNECT
- SEE SPECS)
11'-0"
'-0
'-0
'-0
(T
O B
E A
B A
N D
(TO BE ABAND.)
(TO BE ABAND.)
'-0
(RECONNECT
- SEE SPECS)
15'-0"
(RECONNECT
- SEE SPECS)
11'-0"
'-0
'-0
'-0
(T
O B
E A
B A
N D
(TO BE ABAND.)
(TO BE ABAND.)
'-0
(RECONNECT
- SEE SPECS)
15'-0"
(RECONNECT
- SEE SPECS)
225'225'
502'
147.33 147.07
LOTT AVENUE
150.27150.27
149.83149.83
34' 13'13'
36' 10'10'
224'
LOTT AVENUE
0.01
0.0102
0.0101
0.0124
0.
0.
H O
FF
S
T.
PARKING
NO PARKING
PARKING
NO PARKING
PA
RK
IN
G
NO PARKING
PA
RK
IN
G
NO PARKING
PARKING
NO PARKING
PARKING
NO PARKING
1932 1934
C. D/W Dep. Curb
C. D/W Dep. Curb
C. D/W Dep. Curb
TSTS
TS
TSC. D/W
Dep. Curb
XXXXXXX
TS
TL
TS
TS
8'-0" 17'-0"
4' -0
4'-0"
18'-0"
4' -0
8'-0" 13'-0"
6'-0"
6' -6
5'
-0
9' -0
6'
-6
5' -0
4' -0
'-0
'-0
6'
-6
5' -0
4'
-0
6' -6
5'
-0
9' -0
Anne Frank
Elementary School
Grass
Grass
Grass
Grass
Grass
Grass
Grass
GrassGrassGrassGrassGrass
Grass
Grass
Grass
Grass
C. CurbC. CurbC. CurbC. Curb
4CI
W G
V V 24"
VV
XXX
TS
8' -0
7' -6
8' -0
4CI
4C I
6'-0"
4' -0
'-0
4' -0
4C I
6'-0"
'-4
'-4
Gr as s
Gr as s
C.
D
/W De p.
C ur b
C. Ftw.C. Ftw.C. Ftw.C. Ftw.C. Ftw.C. Ftw.C. Ftw.
C. Ftw.C. Ftw.
C. Ftw.C. Ftw.C. Ftw.
Grass GrassGrass
Grass
C.
F tw
C.
F tw
C.
C ur b
C.
C ur b
C.
C ur b
C.
C ur b
C.
C ur b
Gr as s
C.
C ur b
C. CurbC. CurbC. Curb
C/R C/R
C/R C/R
C/R C/R
Gas 6", 5'-0" Cov.
Gas 6", 3'-0" Cov.
Gas 6", 3'-0" Cov.
Gas 6", 3'-0" Cov.
Gas 6", 4'-8" Cov.
Gas 6", 3'-0" Cov.
Gas 6", 2'-6" Cov.
Gas 6", 2'-8" Cov.
Gas 2", 2'-6" Cov.
Gas 6", 3'-6" Cov.
Gas 6", 3'-0" Cov.
Gas 6", 3'-0" Cov.
Gas 6", 3'-0" Cov.
Gas 6", 2'-3" Cov.
Gas 6", 3'-0" Cov.
4' -0
Gas 6", 2'-8" Cov.
G as
'-8
" C ov
8'-0"
Water 8", 4'-0" Cov.
Water 8", 4'-0" Cov.
Water 8", 4'-0" Cov.
Water 8", 4'-0" Cov.
'-0
W at er
'-0 " C ov
13'-0"
6'-2"
Sewer 10" V.C.P., w/ 21" R.C.P. S.W., 8'-1"± Cov.
8" Vent Pipe
8" Vent Pipe
26' 12'12'
26'12' 12'
Sewer 10" V.C.P., 11'-9"± Cov.
Sewer 10" V.C.P., 11'-5"± Cov.
Verizon 9"x9", 3'-4" Cov.Verizon 18"x13", 3'-1" Cov.Verizon 31"x13", 4'-0" Cov.
Verizon 32"x13", 3'-4" Cov.
Verizon 32"x13", 3'-10" Cov.
Verizon 18"x18", 2'-0" Cov.6' -6
5'
-0
9' -0
Se w er
0"
V .C
.P
'-5
C ov
G as
'-6
" C ov
Sewer 10" V.C.P., w/ 21" R.C.P. S.W., 8'-1"± Cov.
Sewer 10" V.C.P., 11'-7"± Cov.
Sewer 18" R.C.P.
S.W., 8'-11"± Cov.
Sewer 10" V.C.P., w/ 21" R.C.P. S.W., 10'-6"± Cov.
Sewer 10" V.C.P., w/ 21" R.C.P. S.W., 8'-10"± Cov.
6"6"6"6"6"6"6"
36"
VV
G
V
V V
W
G
C
C Verizon Unk. Size, Unk. Cov.
Verizon Unk. Size, Unk. Cov.
Verizon Unk. Size, Unk. Cov.
Verizon 18"x18", 3'-4" Cov.
Sewer 10" V.C.P., 11'-1"± Cov.
D
D
2022 2028
01 TL
PECo Unk. Size, Unk. Cov.
Sewer 18" R.C.P. S.W., 8'-5"± Cov.
'-0
Water 6" F.C.
Water 4" D.S.
Gas 6", 5'-0" Cov.
Gas 4", Unk. Cov.
21'-0"
PROPOSED 8" D.I. WATER
MAIN, 4'-0" COVER
(TO BE ABAND.)
21'-0"
PROPOSED 8" D.I. WATER
MAIN, 4'-0" COVER
(TO BE ABAND.)
21'-0"
PROPOSED 8" D.I. WATER
MAIN, 4'-0" COVER
(TO BE ABAND.)
21'-0"
PROPOSED 8" D.I. WATER
MAIN, 4'-0" COVER
(TO BE ABAND.)
SECTION
SCALE 18" = 1'-0"
C-C
Gas 6", 3'-0" Cov.
4'-0"
Verizon 18"x18", 3'-4" Cov.
6'-6"
Verizon 31"x13", 4'-0" Cov.
5'-0"
25'-0"
Water 8", 4'-0" Cov.
4'-0"
Sewer 10" V.C.P., 9'-5"± Cov.
Sewer 18" R.C.P. S.W., 8'-11"± Cov.
10'-4"
Gas 6", 3'-0" Cov.
9'-0"
15' 50' 15'
21'-0"
PROPOSED 8" D.I. WATER
MAIN, 4'-0" COVER
(TO BE ABAND.)
21'-0"
PROPOSED 8" D.I. WATER
MAIN, 4'-0" COVER
(TO BE ABAND.)
21'-0"
PROPOSED 8" D.I. WATER
MAIN, 4'-0" COVER
(TO BE ABAND.)
21'-0"
PROPOSED 8" D.I. WATER
MAIN, 4'-0" COVER
(TO BE ABAND.)
SECTION
SCALE 18" = 1'-0"
D-D
Gas 6", 3'-0" Cov.
4'-0"
Verizon 18"x18", 2'-0" Cov.
6'-6"
Verizon 31"x13", 3'-10" Cov.
5'-0"
25'-0"
Water 8", 4'-0" Cov.
8'-0"
Sewer 10" V.C.P., w/ 21" R.C.P. S.W., 10'-6"± Cov.
Gas 2", 2'-6" Cov.
4'-0"
15' 50' 15'
REMOVE FRAME & COVER - SEE SPEC'S.
REMOVE FIRE HYDRANT - SEE SPEC'S.
REMOVE PIPE AND/OR FITTING & RECONNECT.
4 ROTATE FITTINGS AS REQUIRED.
5 REMOVE & RETURN VALVE - SEE SPEC'S.
NOTES:
1. EXISTING WATER MAINS SHALL BE CUT &
PLUGGED AS APPROVED BY THE CITY ENGINEER.
2. THE CONTRACTOR SHALL MAINTAIN A
MINIMUM 6-INCH CLEARANCE BETWEEN ALL
UNDERGROUND STRUCTURES AND THE NEW
WATER MAINS.
3. BILLS OF MATERIAL AND PIPE TOTALS ARE FOR
THE CONVENIENCE OF THE CONTRACTOR ONLY
AND PAYMENT WILL BE MADE ONLY FOR THE
ACTUAL AMOUNT OF PIPE AND
APPURTENANCES INSTALLED.
4. FIRE HYDRANTS SHALL NOT BE CONSTRUCTED
OR RELOCATED UNTIL SUCH LOCATIONS HAVE
BEEN APPROVED BY THE WATER DEPARTMENT
CONSTRUCTION DIVISION IN THE FIELD.
5. ALL DISTANCES SHOWN ARE IN DISTRICT
STANDARD MEASUREMENTS
BILL OF MATERIALS
2 - STD. FIRE HYDRANT W/CCL
9 - STD. 7" VALVE BOX
1 - 4" VALVES
3 - 6" VALVES
5 - 8" VALVES
1 - 8" X 8" CROSS
2 - 8" X 6" HYDRANT ANCHOR TEE
1 - 8" X 4" TEE
1 - 8" X 6" TEE
1 - 8" X 8" TEE
2 - 4" 1/8 BENDS
3 - 6" 1/8 BENDS (1 VERT.)
20 - 8" 1/8 BENDS (16 VERT.)
1 - 4" SLEEVES
1 - 6" SLEEVES
2 - 8" SLEEVES
PIPE TOTALS (THIS SHEET)
755' ± 8" DUCTILE IRON WATER MAIN
50' ± 6" DUCTILE IRON WATER MAIN
20' ± 4" DUCTILE IRON WATER MAIN
APPROVED
CHIEF, DESIGN BRANCH, ENGINEERING DIVISION
DRAWN BY
PROJECT ENGR.
SUPERVISOR DATE
WORK NO.
SHEET NO. OF
CITY OF PHILADELPHIA
WATER DEPARTMENT
WATER MAIN RELAY PROJECT
PURSUANT TO THE REQUIREMENTS OF PENNSYLVANIA ACT 287 OF 1974 (THE UNDERGROUND UTILITY
LINE PROTECTION ACT), AS AMENDED BY PA ACT 121 OF 2008, THE CONTRACTOR
SHALL CONTACT THE PENNSYLVANIA ONE CALL SYSTEM AT 1-800-242-1776, AT LEAST
3 DAYS PRIOR TO EXCAVATION.
HIGHWAY DISTRICT NO. WARD NO.
SURVEY DISTRICT NO.
ONE CALL SERIAL NO.
NOTICE:
WATER PLAT NO.
FROM
SCALES:
PLAN 1" = 20'
AND AS NOTED
W-3
GPIS NO.
nd y\ ap pd at a\ lo ca l\t em p\ Ac
Pu bl ish _8
8\
W at er Sh ee ts
.d w g\
-3
M
AC
KE
N
ZI
E.
G
AN
DY
2/
/2
CS
V
1.
SHEETS
W-20658-D
M. GANDY
M. GANDY 12/13/24
12/13/24
LOTT AVENUE
BIRWOOD ST. TO CHAPELCROFT ST.
20202101669, 20202101678
06 5811, 5814, 5828, 5842
98, 102
G2020-02045
M A
TC
H
LI
N
E
SE
E
SH
EE
T
W -2
Y Y
M A
TC
H
LI
N
E
SE
E
SH
EE
T
W -4
X X
MATCHLINE SEE SHEET W-14
LL
PA
RK
IN
G
NO PARKING
PA
RK
IN
G
NO PARKING
C H
A
PE
LC
R
O
FT
S T.
Gas 6", 3'-6" Cov.
Gas 6", 2'-8" Cov.
Water 8", 4'-0" Cov.
Gas 4" Plastic Main in 6" Cl Sleeve, 3'-2" Cov.
Verizon 18"x17", 2'-6" Cov.
Gas 4", 3'-2" Cov.
8" Vent Pipe
Sewer 10" V.C.P., w/ 18" R.C.P. S.W., 9'-2"± Cov.
Verizon 32"x13", 4'-4" Cov.
Sewer 10" V.C.P., w/ 21" R.C.P. S.W., 8'-9"± Cov.
PROPOSED 8" D.I. WATER MAIN, 4'-0" COVER
PROPOSED 8" D.I. WATER
MAIN, 4'-0" COVER
(TO BE ABAND.)
1 1
3 4
PROPOSED 8" D.I. WATER MAIN
PROPOSED 8" D.I. WATER MAIN, 4'-0" COVER
16'-0"
15'-0" 21 '-0
'-0
'-0
'-0
(T O
B E
A B
A N
D
(TO BE ABAND.)
(TO BE ABAND.)
16'-0"
15'-0"
15'-0" 21 '-0
'-0
'-0
'-0
(T O
B E
A B
A N
D
(TO BE ABAND.)
(TO BE ABAND.)
16'-0"
15'-0"
15'-0" 21 '-0
'-0
'-0
'-0
(T O
B E
A B
A N
D
(TO BE ABAND.)
(TO BE ABAND.)
16'-0"
15'-0"
15'-0" 21 '-0
'-0
'-0
'-0
(T O
B E
A B
A N
D
(TO BE ABAND.)
(TO BE ABAND.)
225'225'
36' 12'12'
144.23144.57
144.57144.91
LOTT AVENUE
0.010.01
0.
0.
C
LA
R K
S T.
PARKING
NO PARKING
PARKING
NO PARKING
PA
RK
IN
G
NO PARKING
PA
RK
IN
G
NO PARKING
2040 2050
2105 21092101
C. D/W Dep. Curb
C. D/W Dep. Curb
C. D/W Dep. Curb
C.
D
/W De p.
C ur b
C. D/W Dep. Curb
C. D/W Dep. Curb
6" 6"
Gr as s
WVVGG
TS
G
TS
Gr as s
TL
TS
TS
Traffic Control
TL B
G
TS
24"
TS
TS
C. Curb
C. Curb
C. Curb
C. Curb GrassGrassGrass
Grass
GrassGrass
Grass Grass
GrassGrassGrass
Grass
Grass
Grass
Grass
Grass
Grass Grass Grass
TS
36" C. CurbC. Curb
8'-0"
'-0
4'
-0
8' -0
9' -0
6' -6
5'
-0
4' -0
'-0
'-0
6' -6
5'
-0
3'-6" 18'-0"
Gr as s
Gr as s
Gr as s
C.
F tw
C.
F tw
C. Ftw.C. Ftw.C. Ftw.C. Ftw.C. Ftw.
C. Ftw.C. Ftw.C. Ftw.
C. Ftw.C. Ftw.
C.
C ur b
C.
C ur b
C.
C ur b
Gr as s
C.
F tw
C.
C ur b
4C I
4C I
C. Curb
C/R C/R
C/R C/R
Gas 6", 3'-0" Cov.
Gas 6", 2'-8" Cov.
Water 8", 4'-0" Cov.
34' 13'13'
34'13' 13'
Gas 6", 3'-0" Cov.
Gas 6", 3'-0" Cov.
Gas 6", 3'-3" Cov.
Gas 6", 4'-8" Cov.
Gas 3", 3'-0" Cov.
Gas 6", 2'-8" Cov.
W at er
'-0 " C ov .8'-0"
17'-0"
Water 8", 4'-0" Cov.
Water 8", 4'-0" Cov.
Water 8", 4'-0" Cov.
Verizon 18"x18", 2'-10" Cov.
Verizon 32"x13", 4'-4" Cov.
Verizon 18"x18", 4'-4" Cov. Verizon 18"x18", 2'-6" Cov.
Verizon 18"x17", 2'-0" Cov.
Verizon 32"x13", 3'-9" Cov.
Verizon 9"x9", 3'-2" Cov.Gas 4" Plastic Main in 6" Cl Sleeve, 3'-2" Cov.
Gas 1", 3'-2" Cov.
LOTT AVENUE
PARKING
NO PARKING
PARKING
NO PARKING
Anne Frank
Elementary School Sewer 18" R.C.P. S.W., 7'-8"± Cov.
Sewer 10" V.C.P., w/ 21" R.C.P. S.W., 8'-7"± Cov.
Sewer 10" V.C.P., w/ 27" R.C.P. S.W., 8'-10"± Cov.
Sewer 10" V.C.P., w/ 27" R.C.P. S.W., 8'-0"± Cov.
V V
Planter
V
W
? ?4 6"6"6"6"6"
V V W
WVV
G
W
VV
F
F Verizon Unk. Size, Unk. Cov.
E
E
Verizon 9"x9", 3'-0" Cov.
2040 2050
2028 96
Gr as s
Gr as s
C.
F tw
9' -0
6'
-6
5' -0
8' -0
4' -0
'-0
6' -6
5'
-0
'-0
'-0
4' -0
21'-0"
PROPOSED 8" D.I. WATER
MAIN, 4'-0" COVER
(TO BE ABAND.)
21'-0"
PROPOSED 8" D.I. WATER
MAIN, 4'-0" COVER
(TO BE ABAND.)
21'-0"
PROPOSED 8" D.I. WATER
MAIN, 4'-0" COVER
(TO BE ABAND.)
21'-0"
PROPOSED 8" D.I. WATER
MAIN, 4'-0" COVER
(TO BE ABAND.)
SECTION
SCALE 18" = 1'-0"
E-E
Gas 6", 3'-0" Cov.
4'-0"
Verizon 18"x18", 2'-6" Cov.
6'-6"
Verizon 31"x13", 4'-4" Cov.
5'-0"
25'-0"
Water 8", 4'-0" Cov.
8'-0"
Sewer 10" V.C.P., w/ 21" R.C.P. S.W., 10'-6"± Cov.
Gas 4" Plastic Main in 6" Cl Sleeve, 3'-2" Cov.
9'-0"
15' 50' 15'
21'-0"
PROPOSED 8" D.I. WATER
MAIN, 4'-0" COVER
(TO BE ABAND.)
21'-0"
PROPOSED 8" D.I. WATER
MAIN, 4'-0" COVER
(TO BE ABAND.)
21'-0"
PROPOSED 8" D.I. WATER
MAIN, 4'-0" COVER
(TO BE ABAND.)
21'-0"
PROPOSED 8" D.I. WATER
MAIN, 4'-0" COVER
(TO BE ABAND.)
SECTION
SCALE 18" = 1'-0"
F-F
Gas 6", 3'-0" Cov.
4'-0"
Verizon 18"x18", 3'-4" Cov.
6'-6"
Verizon 31"x13", 3'-9" Cov.
5'-0"
25'-0"
Water 8", 4'-0" Cov.
10'-4"
Sewer 10" V.C.P.,w/ 27" R.C.P.
S.W., 9'-5"± Cov.
15' 50' 15'
REMOVE FRAME & COVER - SEE SPEC'S.
REMOVE FIRE HYDRANT - SEE SPEC'S.
REMOVE PIPE AND/OR FITTING & RECONNECT.
4 ROTATE FITTINGS AS REQUIRED.
5 REMOVE & RETURN VALVE - SEE SPEC'S.
NOTES:
1. EXISTING WATER MAINS SHALL BE CUT &
PLUGGED AS APPROVED BY THE CITY
ENGINEER.
2. THE CONTRACTOR SHALL MAINTAIN A
MINIMUM 6-INCH CLEARANCE BETWEEN
ALL UNDERGROUND STRUCTURES AND
THE NEW WATER MAINS.
3. BILLS OF MATERIAL AND PIPE TOTALS
ARE FOR THE CONVENIENCE OF THE
CONTRACTOR ONLY AND PAYMENT WILL
BE MADE ONLY FOR THE ACTUAL
AMOUNT OF PIPE AND APPURTENANCES
INSTALLED.
4. FIRE HYDRANTS SHALL NOT BE
CONSTRUCTED OR RELOCATED UNTIL
SUCH LOCATIONS HAVE BEEN APPROVED
BY THE WATER DEPARTMENT
CONSTRUCTION DIVISION IN THE FIELD.
5. ALL DISTANCES SHOWN ARE IN DISTRICT
STANDARD MEASUREMENTS
BILL OF MATERIALS
1 - STD. FIRE HYDRANT W/CCL
5 - STD. 7" VALVE BOX
1 - 6" VALVES
4 - 8" VALVES
1 - 8" X 8" CROSS
1 - 8" X 6" HYDRANT ANCHOR TEE
10 - 8" 1/8 BENDS (8 VERT.)
1 - 8" SLEEVES
PIPE TOTALS (THIS SHEET)
585' ± 8" DUCTILE IRON WATER MAIN
20' ± 6" DUCTILE IRON WATER MAIN
APPROVED
CHIEF, DESIGN BRANCH, ENGINEERING DIVISION
DRAWN BY
PROJECT ENGR.
SUPERVISOR DATE
WORK NO.
SHEET NO. OF
CITY OF PHILADELPHIA
WATER DEPARTMENT
WATER MAIN RELAY PROJECT
PURSUANT TO THE REQUIREMENTS OF PENNSYLVANIA ACT 287 OF 1974 (THE UNDERGROUND UTILITY
LINE PROTECTION ACT), AS AMENDED BY PA ACT 121 OF 2008, THE CONTRACTOR
SHALL CONTACT THE PENNSYLVANIA ONE CALL SYSTEM AT 1-800-242-1776, AT LEAST
3 DAYS PRIOR TO EXCAVATION.
HIGHWAY DISTRICT NO. WARD NO.
SURVEY DISTRICT NO.
ONE CALL SERIAL NO.
NOTICE:
WATER PLAT NO.
FROM
SCALES:
PLAN 1" = 20'
AND AS NOTED
W-4
GPIS NO.
nd y\ ap pd at a\ lo ca l\t em p\ Ac
Pu bl ish _8
8\
W at er Sh ee ts
.d w g\
-4
M
AC
KE
N
ZI
E.
G
AN
DY
2/
/2
CS
V
1.
SHEETS
W-20658-D
M. GANDY
M. GANDY 12/13/24
12/13/24
LOTT AVENUE
CHAPELCROFT ST. TO COWDEN ST.
2020210678, 20202101684
06 5811, 5814, 5828, 5842
G2020-02045
M A
TC
H
LI
N
E
SE
E
SH
EE
T
W -3
X X
MATCHLINE SEE SHEET W-9
SS
M A
TC
H
LI
N
E
SE
E
SH
EE
T
W -5
W W
Water 8", 4'-0" Cov.
Sewer 10" V.C.P., w/ 18" R.C.P. S.W., 8'-5"± Cov.
8" Vent Pipe
Gas 4" Plastic Main in 6" Cl Sleeve, 3'-2" Cov.
Verizon 18"x18", 2'-6" Cov.
Water 8", 4'-0" Cov.
Sewer 10" V.C.P., w/ 21" R.C.P. S.W., 8'-9"± Cov.
Verizon 32"x13", 4'-4" Cov.
Sewer 10" V.C.P., w/ 27" R.C.P. S.W., 8'-9"± Cov.
Gas 6", 3'-3" Cov.
Water 8", 4'-0" Cov.
PROPOSED 8" D.I. WATER
MAIN, 4'-0" COVER
PROPOSED 8" D.I. WATER
MAIN, 4'-0" COVER
(TO BE ABAND.) (TO BE ABAND.)
(TO BE ABAND.)
1 1
12'-0"
12'-0"
'-0
'-0
'-0
'-0
(T O
B E
A B
A N
D
(TO BE ABAND.)
(TO BE ABAND.)(TO BE ABAND.)
'-0
11'-0" 12'-0"
12'-0"
'-0
'-0
'-0
'-0
(T O
B E
A B
A N
D
(TO BE ABAND.)
(TO BE ABAND.)(TO BE ABAND.)
'-0
11'-0" 12'-0"
12'-0"
'-0
'-0
'-0
'-0
(T O
B E
A B
A N
D
(TO BE ABAND.)
(TO BE ABAND.)(TO BE ABAND.)
'-0
11'-0" 12'-0"
12'-0"
'-0
'-0
'-0
'-0
(T O
B E
A B
A N
D
(TO BE ABAND.)
(TO BE ABAND.)(TO BE ABAND.)
'-0
11'-0"
36' 12'12'
138.53138.87
138.53138.87
225'
26' 12'12'
500'
LOTT AVENUE
141.47141.73 0.0104
0.0109
0.
0.
07 18'-0"
'-0
17'-0"
EV
A
N S
ST
C O
W D
EN
S
T.
13'-0"
PA
RK
IN
G
NO PARKING
PA
RK
IN
G
NO PARKING
PA
RK
IN
G
NO PARKING
PA
RK
IN
G
NO PARKING
2125 213521212117
C.
D
/W De p.
C ur b
C.
D
/W De p.
C ur b
C. D/W Dep. Curb
C. D/W Dep. Curb
C. D/W Dep. Curb
C. D/W Dep. Curb
TS
TS
TS
TS
V V
V
VV
VTSV VV
Pillar
VV
Grass
GrassGrass
GrassGrass
GrassGrass
GrassGrass
Grass
Grass
Grass
Grass
Gr as s
Gr as s
Gr as s
Gr as s
MB TS
3' -8
6'
-6
"TS
V V
TS
STUMP
TS
XXXXXXX
TS
C. Curb
C. Curb C. Curb C. Curb C. Curb C. Curb
C. Curb C. Curb
C. Curb
C. Curb
Grass
Grass
GrassGrassGrassGrassGrassGrassGrass
Grass GrassGrass
Grass
Grass
4C I
4C I
6' -6
5'
-0
6' -6
5'
-0
8'-0"
8'-0"
'-0
4' -0
8'-0"
4'-0" 3'-0" 4'-0" 8'-0"
6' -6
5'
-0
4' -0
'-0
3'-6"
V
Gr as sGr as s
Gr as s Gr as s
Gr as sC.
F tw
C.
F tw
C.
F tw
C.
F tw
C.
F tw
C. Ftw.C. Ftw.C. Ftw.C. Ftw.
C. Ftw.C. Ftw.C. Ftw.C. Ftw.C. Ftw.C. Ftw.
C.
F tw
C.
F tw
C.
C ur b
C.
C ur b
C.
C ur b
C.
C ur b
C/R
C/R C/R C/R
C/ R C/R
9'-0"
34' 13'13'
34'13' 13'
Gas 3", 3'-0" Cov.
Gas 6", 2'-8" Cov.
Gas 6", 2'-8" Cov.
Gas 6", 3'-3" Cov.
Gas 6", 2'-8" Cov.
Gas 6", 3'-6" Cov.
Water 8", 4'-0" Cov.
Water 8", 4'-0" Cov.
Water 8", 4'-0" Cov.
Water 8", 4'-0" Cov.
Water 8", 4'-0" Cov.
W at er
'-0 " C ov
Verizon 18"x18", 2'-6" Cov.
Verizon 18"x17", 2'-0" Cov.
Verizon 18"x18", 2'-0" Cov.
Verizon 27"x18", 10'-9" Cov.
Verizon 9"x5", 3'-3" Cov.
LOTT AVENUE
PARKING
NO PARKING
PARKING
NO PARKING
Grass
C. Curb
8" Vent Pipe
Sewer 10" V.C.P., w/ 18" R.C.P. S.W., 9'-9"± Cov.
Sewer 10" V.C.P., w/ 27" R.C.P. S.W., 8'-3"± Cov.
G as
'-3
" C ov
'-0
3' -8
6'
-6
Gas 6", 3'-6" Cov.
'-0
'-0
4' -0
'-0
Sewer 10" V.C.P., w/ 24" R.C.P. S.W., 8'-3"± Cov.
Sewer 10" V.C.P., w/ 30" R.C.P. S.W., 8'-0"± Cov.
8" Vent Pipe Sewer 10" V.C.P., 11'-0"± Cov.
Sewer 18" R.C.P. S.W., 3'-6"± Cov.
??V
W V
V
TS
PillarPlanter
G
G
H
H
P P
Verizon Unk. Size, Unk. Cov.
Verizon Unk. Size, Unk. Cov.
Verizon Unk. Size, Unk. Cov.
8'-0" 3'-0" 4'-0" 8'-0"
Verizon 32"x13", 3'-0" Cov.
4' -0
'-0
Sewer 10" V.C.P., 11'-0"± Cov.
Sewer 18" R.C.P. S.W., 3'-6"± Cov.
C. Ftw.
Br. Ftw.
Br . F tw .96
6' -6
5'
-0
'-0
'-0
4' -0
21'-0"
PROPOSED 8" D.I. WATER
MAIN, 4'-0" COVER
(TO BE ABAND.)
21'-0"
PROPOSED 8" D.I. WATER
MAIN, 4'-0" COVER
(TO BE ABAND.)
21'-0"
PROPOSED 8" D.I. WATER
MAIN, 4'-0" COVER
(TO BE ABAND.)
21'-0"
PROPOSED 8" D.I. WATER
MAIN, 4'-0" COVER
(TO BE ABAND.)
SECTION
SCALE 18" = 1'-0"
G-G
Gas 6", 3'-0" Cov.
4'-0"
Verizon 18"x18", 3'-4" Cov.
6'-6"
Verizon 31"x13", 3'-0" Cov.
5'-0"
25'-0"
Water 8", 4'-0" Cov.
10'-4"
Sewer 10" V.C.P.,w/ 27" R.C.P.
S.W., 9'-5"± Cov.
15' 50' 15'
REMOVE FRAME & COVER - SEE SPEC'S.
REMOVE FIRE HYDRANT - SEE SPEC'S.
REMOVE PIPE AND/OR FITTING & RECONNECT.
4 ROTATE FITTINGS AS REQUIRED.
5 REMOVE & RETURN VALVE - SEE SPEC'S.
NOTES:
1. EXISTING WATER MAINS SHALL BE CUT &
PLUGGED AS APPROVED BY THE CITY
ENGINEER.
2. THE CONTRACTOR SHALL MAINTAIN A
MINIMUM 6-INCH CLEARANCE BETWEEN
ALL UNDERGROUND STRUCTURES AND
THE NEW WATER MAINS.
3. BILLS OF MATERIAL AND PIPE TOTALS ARE
FOR THE CONVENIENCE OF THE
CONTRACTOR ONLY AND PAYMENT WILL
BE MADE ONLY FOR THE ACTUAL AMOUNT
OF PIPE AND APPURTENANCES INSTALLED.
4. FIRE HYDRANTS SHALL NOT BE
CONSTRUCTED OR RELOCATED UNTIL
SUCH LOCATIONS HAVE BEEN APPROVED
BY THE WATER DEPARTMENT
CONSTRUCTION DIVISION IN THE FIELD.
5. ALL DISTANCES SHOWN ARE IN DISTRICT
STANDARD MEASUREMENTS
BILL OF MATERIALS
2 - STD. FIRE HYDRANT W/CCL
8 - STD. 7" VALVE BOX
2 - 6" VALVES
6 - 8" VALVES
1 - 8" X 8" CROSS
2 - 8" X 6" HYDRANT ANCHOR TEE
1 - 8" X 8" TEE
18 - 8" 1/8 BENDS (14 VERT.)
2 - 8" SLEEVES
PIPE TOTALS (THIS SHEET)
585' ± 8" DUCTILE IRON WATER MAIN
30' ± 6" DUCTILE IRON WATER MAIN
APPROVED
CHIEF, DESIGN BRANCH, ENGINEERING DIVISION
DRAWN BY
PROJECT ENGR.
SUPERVISOR DATE
WORK NO.
SHEET NO. OF
CITY OF PHILADELPHIA
WATER DEPARTMENT
WATER MAIN RELAY PROJECT
PURSUANT TO THE REQUIREMENTS OF PENNSYLVANIA ACT 287 OF 1974 (THE UNDERGROUND UTILITY
LINE PROTECTION ACT), AS AMENDED BY PA ACT 121 OF 2008, THE CONTRACTOR
SHALL CONTACT THE PENNSYLVANIA ONE CALL SYSTEM AT 1-800-242-1776, AT LEAST
3 DAYS PRIOR TO EXCAVATION.
HIGHWAY DISTRICT NO. WARD NO.
SURVEY DISTRICT NO.
ONE CALL SERIAL NO.
NOTICE:
WATER PLAT NO.
FROM
SCALES:
PLAN 1" = 20'
AND AS NOTED
W-5
GPIS NO.
nd y\ ap pd at a\ lo ca l\t em p\ Ac
Pu bl ish _8
8\
W at er Sh ee ts
.d w g\
-5
M
AC
KE
N
ZI
E.
G
AN
DY
2/
/2
CS
V
1.
SHEETS
W-20658-D
M. GANDY
M. GANDY 12/13/24
12/13/24
LOTT AVENUE
COWDEN ST. TO EVANS ST.
20202101684
06 5811, 5814, 5828, 5842
98, 102
G2020-02045
M A
TC
H
LI
N
E
SE
E
SH
EE
T
W -4
W W
MATCHLINE SEE SHEET W-12
PP
M A
TC
H
LI
N
E
SE
E
SH
EE
T
W -6
V V
Gas 6", 4'-3" Cov.
Verizon 32"x13", 3'-0" Cov.
Verizon 18"x18", 6'-1" Cov.
Verizon 26"x18", 10'-9" Cov.
Water 8", 4'-0" Cov.
Gas 6", 3'-0" Cov.
Verizon Unk. Size, Unk. Cov.
Sewer 10" V.C.P., w/ 30" R.C.P. S.W., 8'-8"± Cov.
Water 8", 4'-0" Cov.
Gas 6", 3'-6" Cov.
PROPOSED 8" D.I. WATER MAIN, 4'-0" COVER
(TO BE ABAND.)
(TO BE ABAND.)
1 1
2 1
PROPOSED 8" D.I. WATER MAIN, 4'-0" COVER
PROPOSED 8" D.I. WATER MAIN
'-0
11'-0"
11'-0"
'-0
'-0
'-0
(T O
B E
A B
A N
D
(T O
B E
A B
A N
D
(TO BE ABAND.)
(TO BE ABAND.)
(TO BE ABAND.) 6'-6"
'-0
11'-0"
11'-0"
'-0
'-0
'-0
(T O
B E
A B
A N
D
(T O
B E
A B
A N
D
(TO BE ABAND.)
(TO BE ABAND.)
(TO BE ABAND.) 6'-6"
'-0
11'-0"
11'-0"
'-0
'-0
'-0
(T O
B E
A B
A N
D
(T O
B E
A B
A N
D
(TO BE ABAND.)
(TO BE ABAND.)
(TO BE ABAND.) 6'-6"
'-0
11'-0"
11'-0"
'-0
'-0
'-0
(T O
B E
A B
A N
D
(T O
B E
A B
A N
D
(TO BE ABAND.)
(TO BE ABAND.)
(TO BE ABAND.) 6'-6"
34' 28'27'
34' 28'27'
454.539'
132.20
225' 179.539'
132.86
135.00135.33
LOTT AVENUE
0.0128 0.0128
0.0115
'-0
13'-0"
'-0
24'-0"
PARKING
NO PARKING
PARKING
NO PARKING
R O
O
SE
VE
LT
B
LV
D
(S .R
2207 2209
220522032201
PARKING
N O
P
AR
KI
N
G
PARKING
N O
P
AR
KI
N
G
C.
D
/W De p.
C ur b
C. D/W Dep. Curb
C. D/W Dep. Curb
C. D/W Dep. Curb
C. D/W Dep. Curb
V ?
B
TL
B TL
Gr as s
Grass
GrassVVGrassGrassGrass
Grass GrassGrass Grass GrassGrass Grass
Gr as s
TSC. D/W
Dep. Curb
C. Curb
C. Curb
C. Curb C. Curb C. Curb
C. Curb C. Curb C. Curb
GrassGrassGrassGrass
GrassGrass
Grass
Grass
Grass
4CI
4CI
6' -0
9' -8
6' -6
3'
-8
4'-0"
6' -0
4' -0
4C I
4C I
4C I
Verizon
Gr as s
Gr as s
Gr as s
C.
F tw
C.
F tw
C. Ftw.C. Ftw.C. Ftw.C. Ftw.C. Ftw.
C. Ftw.
C. Ftw.C. Ftw.C. Ftw.
Grass
Gr as s
Gr as s
C.
F tw
C.
F tw
C.
C ur b
C.
C ur b
C/R C/R C/R
C/R
C/ R
C/ R
TS
TS
Gr as s Gr as s
Gr as s
C. Ftw.
C.
C ur b
C.
C ur b
C.
C ur b
C.
C ur b
C.
C ur b
C.
C ur b
26' 12'12'
26'12' 12'
Gas 6", 3'-6" Cov.
Gas 6", 3'-6" Cov.
Gas 6", 3'-0" Cov.
G as
'-0
" C ov
4'-0"
Water 8", 4'-0" Cov.
W at er
'-0 " C ov
Water 12", 4'-6" Cov.
Water 8", 4'-0" Cov.
W at er
'-0 " C ov
Water 8", 4'-0" Cov.
Water 12", 4'-6" Cov.
Verizon 27"x18", 10'-9" Cov. Verizon 18"x31", 5'-1" Cov.
Verizon 18"x31", 4'-10" Cov.
Verizon 18"x27", 5'-2" Cov.
6' -6
Verizon 9"x5", 3'-3" Cov.
G as
'-3
" C ov
'-0
3' -8
6'
-6
8" Vent Pipe Sewer 10" V.C.P., 11'-0"± Cov.
Sewer 18" R.C.P. S.W., 3'-6"± Cov.
Sewer 18" R.C.P. S.W., 3'-10"± Cov.
Sewer 10" V.C.P., 11'-8"± Cov.
Sewer 10" V.C.P., w/ 18" R.C.P. S.W., 7'-1"± Cov.
Sewer 10" V.C.P., w/ 18" R.C.P. S.W., 6'-11"± Cov.
Sewer 10" V.C.P., w/ 18" R.C.P. S.W., 8'-8"± Cov.
Se w er
0" V
.C .P w
/ 1 8"
R.
C.
P.
S
.W
8' -8
C ov
6'-0" 13'-0"
V V
? V W
PECo Manhole, Not Found In Field
C/ R
Gr as s
V
PECo 2", 2'-3" Cov.
Traffic Eng. Unk. Size, Unk. Cov.
PECo Unk. Size, Unk. Cov.
H
H
6' -6
'-0
Verizon Unk. Size, Unk. Cov.Verizon Unk. Size, Unk. Cov.
Sewer 18" R.C.P. S.W. , Unk. Cov.
TL
Traffic Eng. Unk. Size, Unk. Cov.
4' -0
'-0
Sewer 10" V.C.P., 11'-0"± Cov.
Sewer 18" R.C.P. S.W., 3'-6"± Cov.
C. Ftw.
Traffic Eng. Unk. Size, Unk. Cov.
Verizon
Sewer 18" R.C.P. S.W. , Unk. Cov.
6'-0"
8'-0" 6'-10"Century Link Unk. Size, Unk. Cov.
Century Link Unk. Size, Unk. Cov.
Century Link Unk. Size, Unk. Cov.
Tr af fic Co nt ro l
PECo 4", Unk. Cov.
PECo Unk. Size, Unk. Cov.
21'-0"
PROPOSED 8" D.I. WATER
MAIN, 4'-0" COVER
(TO BE ABAND.)
21'-0"
PROPOSED 8" D.I. WATER
MAIN, 4'-0" COVER
(TO BE ABAND.)
21'-0"
PROPOSED 8" D.I. WATER
MAIN, 4'-0" COVER
(TO BE ABAND.)
21'-0"
PROPOSED 8" D.I. WATER
MAIN, 4'-0" COVER
(TO BE ABAND.)
SECTION
SCALE 18" = 1'-0"
H-H
Gas 6", 3'-6" Cov.
3'-8"
Verizon 27"x18", 10'-9" Cov.
6'-6" 25'-0"
Water 8", 4'-0" Cov.
4'-0"
Sewer 10" V.C.P., 11'-0"± Cov.
Sewer 18" R.C.P. S.W., 3'-6"± Cov.
10'-0"
15' 50' 15'
REMOVE FRAME & COVER - SEE SPEC'S.
REMOVE FIRE HYDRANT - SEE SPEC'S.
REMOVE PIPE AND/OR FITTING & RECONNECT.
4 ROTATE FITTINGS AS REQUIRED.
5 REMOVE & RETURN VALVE - SEE SPEC'S.
NOTES:
1. EXISTING WATER MAINS SHALL BE CUT &
PLUGGED AS APPROVED BY THE CITY
ENGINEER.
2. THE CONTRACTOR SHALL MAINTAIN A
MINIMUM 6-INCH CLEARANCE BETWEEN ALL
UNDERGROUND STRUCTURES AND THE NEW
WATER MAINS.
3. BILLS OF MATERIAL AND PIPE TOTALS ARE FOR
THE CONVENIENCE OF THE CONTRACTOR ONLY
AND PAYMENT WILL BE MADE ONLY FOR THE
ACTUAL AMOUNT OF PIPE AND
APPURTENANCES INSTALLED.
4. FIRE HYDRANTS SHALL NOT BE CONSTRUCTED
OR RELOCATED UNTIL SUCH LOCATIONS HAVE
BEEN APPROVED BY THE WATER DEPARTMENT
CONSTRUCTION DIVISION IN THE FIELD.
5. ALL DISTANCES SHOWN ARE IN DISTRICT
STANDARD MEASUREMENTS
BILL OF MATERIALS
2 - STD. FIRE HYDRANT W/CCL
6 - STD. 7" VALVE BOX
2 - 6" VALVES
3 - 8" VALVES
1 - 12" VALVES
2 - 8" X 6" HYDRANT ANCHOR TEE
1 - 8" X 8" TEE
1 - 12" X 8" TEE
14 - 8" 1/8 BENDS (14 VERT.)
8 - 12" 1/8 BENDS (4 VERT.)
2 - 12" SLEEVES
PIPE TOTALS (THIS SHEET)
510' ± 8" DUCTILE IRON WATER MAIN
135' ± 12" DUCTILE IRON WATER MAIN
35' ± 6" DUCTILE IRON WATER MAIN
APPROVED
CHIEF, DESIGN BRANCH, ENGINEERING DIVISION
DRAWN BY
PROJECT ENGR.
SUPERVISOR DATE
WORK NO.
SHEET NO. OF
CITY OF PHILADELPHIA
WATER DEPARTMENT
WATER MAIN RELAY PROJECT
PURSUANT TO THE REQUIREMENTS OF PENNSYLVANIA ACT 287 OF 1974 (THE UNDERGROUND UTILITY
LINE PROTECTION ACT), AS AMENDED BY PA ACT 121 OF 2008, THE CONTRACTOR
SHALL CONTACT THE PENNSYLVANIA ONE CALL SYSTEM AT 1-800-242-1776, AT LEAST
3 DAYS PRIOR TO EXCAVATION.
HIGHWAY DISTRICT NO. WARD NO.
SURVEY DISTRICT NO.
ONE CALL SERIAL NO.
NOTICE:
WATER PLAT NO.
FROM
SCALES:
PLAN 1" = 20'
AND AS NOTED
W-6
GPIS NO.
nd y\ ap pd at a\ lo ca l\t em p\ Ac
Pu bl ish _8
8\
W at er Sh ee ts
.d w g\
-6
M
AC
KE
N
ZI
E.
G
AN
DY
2/
/2
CS
V
1.
SHEETS
W-20658-D
M. GANDY
M. GANDY 12/13/24
12/13/24
LOTT AVENUE
EVANS ST. TO ROOSEVELT BLVD. (S.R. #6001)
20202101693
06 5811, 5814, 5828, 5842
98, 102
G2020-02045
M A
TC
H
LI
N
E
SE
E
SH
EE
T
W -5
V V
MATCHLINE SEE SHEET W-13
MM
H
IL
SP
A
C H
S T.
PA
RK
IN
G
NO PARKING
PA
RK
IN
G
NO PARKING
Gas 6", 3'-6" Cov.
Water 8", 4'-0" Cov.
PROPOSED 8" D.I. WATER
MAIN, 4'-0" COVER
PROPOSED 8" D.I. WATER
MAIN, 4'-0" COVER
(TO BE ABAND.)
PROPOSED 12" D.I. WATER MAIN
PROPOSED 8" D.I. WATER MAIN, 4'-0" Cov.
7' -0
7' -0
(TO BE ABAND.)
(TO BE ABAND.)
(TO BE ABAND.)
(TO BE ABAND.)
(TO BE ABAND.)
20'-0"
DEFLECT MAIN
AS NEEDED
7' -0
7' -0
(TO BE ABAND.)
(TO BE ABAND.)
(TO BE ABAND.)
(TO BE ABAND.)
(TO BE ABAND.)
20'-0"
DEFLECT MAIN
AS NEEDED
7' -0
7' -0
(TO BE ABAND.)
(TO BE ABAND.)
(TO BE ABAND.)
(TO BE ABAND.)
(TO BE ABAND.)
20'-0"
DEFLECT MAIN
AS NEEDED
7' -0
7' -0
(TO BE ABAND.)
(TO BE ABAND.)
(TO BE ABAND.)
(TO BE ABAND.)
(TO BE ABAND.)
20'-0"
DEFLECT MAIN
AS NEEDED
CLARK STREET
555.385'
558.163'
7.
127.92
8.
127.96
127.91
7.
8.
128.17
33' 10'14'33'
33' 10'14'
10'
10'
0.00769
0.00755
0.
0.
0.
0.0431
0.04396
G R
A N
T A
VE
PA
RK
IN
G
NO PARKING
PA
RK
IN
G
NO PARKING
PARKING
NO PARKING
PARKING
NO PARKING
(S .R
9514 9518 9522 95309516
9501 95079503 95139509 9511 9515
9519 95259521 95299527 9531 9533
Dep. Curb Stone D/W C. D/W
Dep. Curb Asph. D/W Dep. Curb
C. D/W Dep. Curb
C. D/W Dep. Curb
C. D/W Dep. Curb
C. D/W Dep. Curb
C. D/W Dep. Curb
C. D/W Dep. Curb
C. D/W
Dep. Curb C. D/W
Dep. Curb C. D/W
Dep. Curb C. D/W
Dep. Curb Asph. D/W Dep. Curb
4'-9"
4'-8"
4'-9"
3'-6"
7'-0"
7'-0"
1'-0"
1'-0"
8' -0
27'-6" 24'-0"
24'-0" 27'-6"
4' -6
8' -0
9' -0
4' -0
8' -0
TL
Grass C/ R
Grass
Grass
C/R
TS
X X
X X
TL
Gr as s
Gr as s
C.
F tw
C.
F tw
C. Ftw.
C. Curb
C. Curb
C.
C ur b
TL
X X
XC.
C ur b
Gr as s
C.
F tw
X
V V
Gr as s
Gr as s
V V
VVWVV
V V
V V
C. D/W
Dep. Curb V
V
TS
V
4CI
4CI
G
4C I
X X
V C. D/W Dep. Curb
V V
G
4CI
Bushes Grass
Grass
Grass Grass Grass Grass Grass Grass
GrassC. Ftw. C. Ftw. C. Ftw.
C. Ftw.
C. Ftw.C. Ftw.C. Ftw.C. Ftw.C. Ftw.C. Ftw.C. Ftw.C. Ftw.
C.
F tw
Bushes
Grass
Bush Grass
Grass
Grass Grass
Grass
Grass
Grass
Grass Grass Grass Grass
Grass Grass
Grass Grass Grass
Gr as s
C. Ftw.
C. Curb C. Curb C. Curb C. Curb
C. Curb C. Curb C. Curb Bl.St. Curb C. Curb
C/R
C/R
33'
31'-0"
7' -7
'-0
'-8
'-6
14'-0"
6' -1
1"
'-1
1"
'-0
H.P. Gas 12", 3'-0" Cov.
H.P. Gas 12", 3'-0" Cov.
Gas 6", 3'-0" Cov.
Gas 6", 3'-0" Cov.
Water 8", 2'-6" Cov.
Water 8", 3'-0" Cov.
Water 8", 4'-0" Cov.
Water 6", 3'-9" Cov.
Gas 6", 2'-6" Cov.
4' -6
Gas 6", 2'-6" Cov.
H.P. Gas 3", 5'-0" Cov.
Gas 6", 2'-6" Cov.
Gas 6", 4'-9" Cov.
Gas 6", 2'-6" Cov.
Gas 6", 2'-8" Cov.
Gas 6", 4'-6" Cov.
Gas 6", 3'-1" Cov.
PECo 4"x12", 2'-8" Cov.
PECo 4"x12", 2'-6" Cov.
PECo 4"x12", 2'-8" Cov.
PECo 3"x6", 2'-8" Cov. &
PECo 20"x38", 3'-11" Cov.
PECo 3"x6", 3'-10" Cov. & PECo 20"x38", 5'-1" Cov.
Water 6", 3'-7" Cov.
Water 6", 3'-5" Cov.
9' -0
4'
-6
6' -1
1"
'-0
'-1
1"
Verizon 14"x24", 5'-0" Cov.
Verizon 20"x24", 5'-0" Cov.
Verizon Unk. Size, 3'-6" Cov.
Gas 6", 2'-6" Cov.
Sewer 12" V.C.P., 17'-7"± Cov.
Sewer 10" V.C.P., w/ 42" R.C.P. S.W., 8'-3"± Cov.
Sewer 12" V.C.P., 12'-10"± Cov.
Sewer 72" R.C.P.
S.W., 11'-6"± Cov.
Sewer 12" V.C.P., 16'-2"± Cov.
Sewer 12" V.C.P., 13'-2"± Cov.
Sewer 12" V.C.P., 12'-10"± Cov.
Sewer 72" R.C.P. S.W., 5'-8"± Cov.
Sewer 12" V.C.P., 13'-3"± Cov.
Sewer 12" V.C.P., 12'-8"± Cov.
Sewer 72" R.C.P. S.W., 7'-6"± Cov.
Water 6", 3'-7" Cov.
Gas 6", 2'-6" Cov.
Sewer 12" V.C.P., 13'-3"± Cov.
Sewer 12" V.C.P., 12'-8"± Cov.
Sewer 72" R.C.P.
S.W., 7'-8"± Cov.
V VW? V V
G
VV V V V VV
Grass
V
TL
V
C. D/W Dep. Curb
VVW V V W
V V
W V 4
VV W
W W VV
WW
Traffic Eng., Unk. Size., Unk. Cov.
Traffic Eng., Unk. Size., Unk. Cov.
Traffic Eng., Unk. Size., Unk. Cov.
Traffic Eng., Unk. Size., Unk. Cov.
J
J
13'
Sewer 12" V.C.P., 13'-3"± Cov.
Sewer 12"x12" Y Branch, 12'-10"± Cov.
Water 6", 3'-5" Cov.
Sewer 12" V.C.P., 13'-3"± Cov.
Sewer 72" R.C.P. S.W., 6'-6"± Cov.
Gas 6", 4'-0" Cov.
Verizon Unk.
Size, Unk. Cov.
Ci ty
P la n Cu rb lin e
Ci ty
P la n Cu rb lin e
Ci ty
P la n Cu rb lin e
Ci ty
P la n Cu rb lin e
Rh aw nh ur st Bu st le to n
Vo lu nt ee r
G ra nt
G ar de n
Ap ar tm en ts
7'-0"
PROPOSED 8" D.I. WATER MAIN, 4'-0" COVER
(TO BE ABAND.)
7'-0"
PROPOSED 8" D.I. WATER MAIN, 4'-0" COVER
(TO BE ABAND.)
7'-0"
PROPOSED 8" D.I. WATER MAIN, 4'-0" COVER
(TO BE ABAND.)
7'-0"
PROPOSED 8" D.I. WATER MAIN, 4'-0" COVER
(TO BE ABAND.)
13' 34' 13'
SECTION
SCALE 14" = 1'-0"
J-J
Gas 6", 2'-6" Cov.
4'-6" 9'-0" 6'-11"
Gas 6", 2'-6" Cov.
8'-0"
Sewer 12" V.C.P., 13'-3"± Cov.
Water 6", 3'-5" Cov.
Sewer 12" V.C.P., 13'-3"± Cov.
Sewer 72" R.C.P. S.W., 6'-6"± Cov.
16'-11" 12'-0"
REMOVE FRAME & COVER - SEE SPEC'S.
REMOVE FIRE HYDRANT - SEE SPEC'S.
REMOVE PIPE AND/OR FITTING & RECONNECT.
4 ROTATE FITTINGS AS REQUIRED.
5 REMOVE & RETURN VALVE - SEE SPEC'S.
NOTES:
1. EXISTING WATER MAINS SHALL BE CUT &
PLUGGED AS APPROVED BY THE CITY ENGINEER.
2. THE CONTRACTOR SHALL MAINTAIN A
MINIMUM 6-INCH CLEARANCE BETWEEN ALL
UNDERGROUND STRUCTURES AND THE NEW
WATER MAINS.
3. BILLS OF MATERIAL AND PIPE TOTALS ARE FOR
THE CONVENIENCE OF THE CONTRACTOR ONLY
AND PAYMENT WILL BE MADE ONLY FOR THE
ACTUAL AMOUNT OF PIPE AND
APPURTENANCES INSTALLED.
4. FIRE HYDRANTS SHALL NOT BE CONSTRUCTED
OR RELOCATED UNTIL SUCH LOCATIONS HAVE
BEEN APPROVED BY THE WATER DEPARTMENT
CONSTRUCTION DIVISION IN THE FIELD.
5. ALL DISTANCES SHOWN ARE IN DISTRICT
STANDARD MEASUREMENTS
PIPE TOTALS (THIS SHEET)
745' ± 8" DUCTILE IRON WATER MAIN
35' ± 6" DUCTILE IRON WATER MAIN
APPROVED
CHIEF, DESIGN BRANCH, ENGINEERING DIVISION
DRAWN BY
PROJECT ENGR.
SUPERVISOR DATE
WORK NO.
SHEET NO. OF
CITY OF PHILADELPHIA
WATER DEPARTMENT
WATER MAIN RELAY PROJECT
PURSUANT TO THE REQUIREMENTS OF PENNSYLVANIA ACT 287 OF 1974 (THE UNDERGROUND UTILITY
LINE PROTECTION ACT), AS AMENDED BY PA ACT 121 OF 2008, THE CONTRACTOR
SHALL CONTACT THE PENNSYLVANIA ONE CALL SYSTEM AT 1-800-242-1776, AT LEAST
3 DAYS PRIOR TO EXCAVATION.
HIGHWAY DISTRICT NO. WARD NO.
SURVEY DISTRICT NO.
ONE CALL SERIAL NO.
NOTICE:
WATER PLAT NO.
FROM
SCALES:
PLAN 1" = 20'
AND AS NOTED
W-7
GPIS NO.
nd y\ ap pd at a\ lo ca l\t em p\ Ac
Pu bl ish _8
8\
W at er Sh ee ts
.d w g\
-7
M
AC
KE
N
ZI
E.
G
AN
DY
2/
/2
CS
V
1.
SHEETS
W-20658-D
M. GANDY
M. GANDY 12/13/24
12/13/24
CLARK STREET
GRANT AVE. (S.R. #1018) TO MURRAY ST.
20202101535, 20202101536
06 5811, 5814, 5828, 5842
98, 102
G2020-02045
M A
TC
H
LI
N
E
SE
E
SH
EE
T
W -8U
U
PROPOSED 8" D.I. WATER MAIN, 4'-0" COVER
1 1
BILL OF MATERIALS
2 - STD. FIRE HYDRANT W/CCL
6 - STD. 7" VALVE BOX
2 - 6" VALVES
4 - 8" VALVES
1 - 8" X 8" CROSS
2 - 8" X 6" HYDRANT ANCHOR TEE
18 - 8" 1/8 BENDS (8 VERT.)
3 - 8" SLEEVES
PROPOSED 8" D.I. WATER MAIN
PROPOSED 8" D.I. WATER MAIN
PROPOSED 8" D.I.
WATER MAIN
'-0
7' -0
(TO BE ABAND.)
(TO BE ABAND.)
(TO BE ABAND.)
(TO BE ABAND.) (TO BE ABAND.)
8'-0"
4'-6"
'-0
'-0
7' -0
(TO BE ABAND.)
(TO BE ABAND.)
(TO BE ABAND.)
(TO BE ABAND.) (TO BE ABAND.)
8'-0"
4'-6"
'-0
'-0
7' -0
(TO BE ABAND.)
(TO BE ABAND.)
(TO BE ABAND.)
(TO BE ABAND.) (TO BE ABAND.)
8'-0"
4'-6"
'-0
'-0
7' -0
(TO BE ABAND.)
(TO BE ABAND.)
(TO BE ABAND.)
(TO BE ABAND.) (TO BE ABAND.)
8'-0"
4'-6"
CLARK STREET
500'
500'
132.82132.48
132.28 132.62
34' 13'13'
34' 13'13'
0.01629
0.014
0.03581
0.035
'-0
PARKING
NO PARKING
PARKING
NO PARKING
M U
R R
A Y
ST
PA
RK
IN
G
NO PARKING
PA
RK
IN
G
NO PARKING
9612 9618
96139601 9603 9609
96239611
C. D/W Dep. Curb
C. D/W Dep. Curb
C. D/W Dep. CurbC. D/W
Dep. Curb C. D/W
Dep. Curb
C. D/W Dep. Curb
C. D/W Dep. Curb
C. D/W Dep. Curb
C. D/W Dep. Curb
C. D/W
Dep. Curb C. D/W
Dep. Curb C. D/W
Dep. Curb
C. D/W Dep. Curb
Gr as s
Gr as s
Gr as s
TS
M
B 4C
I
4CI V V V
7' -6
9' -0
10'-0"13'-2" 16'-0"
4'-6"
8'-0"
3'-9" 6'-2"
8' -0
6' -1
1"
'-0
W
VV
4C I
TS
TS
4C I 4C
I
TS
4CITS
Grass GrassGrass
'-1
1"
Grass
Gr as s Bu sh es
Grass
Grass
Grass
Grass
Grass Grass
Grass
Grass
Bushes
Grass
Grass Grass
Grass
Grass
Grass Grass
Grass
GrassGrass Grass
Grass
Grass
Grass
Grass
Grass Grass
Grass
Grass Grass
Grass
Grass
C. Ftw.
C. Ftw.
C.
F tw
C. Ftw. C. Ftw.
C. Ftw. C. Ftw.
C. Ftw. C. Ftw. C. Ftw.
C. Ftw.
C. Ftw.
C. Ftw.
C. Curb C. Curb C. Curb C. Curb C. Curb
C. Curb C. Curb C. Curb C. Curb C. Curb
C/R
Gas 6", 2'-4" Cov.
Gas 6", 3'-6" Cov.
Gas 6", 2'-4" Cov.
Gas 6", 2'-8" Cov.
8' -0
Gas 6", 3'-0" Cov.
Gas 6", 2'-0" Cov.
8' -0
Gas 6", 3'-0" Cov.
8' -0
Gas 8", 3'-0" Cov.
Gas 6", 3'-6" Cov.
Gas 8", 3'-0" Cov.
Gas 6", 2'-7" Cov.
Gas 6", 4'-0" Cov.
Gas 8", 3'-6" Cov.
Gas 8", 3'-4" Cov.
Water 8", 3'-5" Cov.
Water 8", 3'-2" Cov.
9' -0
4'
-6
6' -1
1"
'-0
'-1
1"
Water 8", 3'-6" Cov.
Water 8", 4'-0" Cov.
Water 8", 4'-0" Cov.
'-0
8'
-0
8' -0
Water 6", 3'-7" Cov.
Gas 6", 2'-6" Cov.
Sewer 12" V.C.P., 13'-3"± Cov.
Sewer 12" V.C.P., 12'-8"± Cov.
Sewer 72" R.C.P.
S.W., 7'-8"± Cov.
Water 8", 4'-0" Cov.
Sewer 12" V.C.P., 12'-9"± Cov.
Sewer 12" V.C.P., 12'-9"± Cov.
Sewer 66" R.C.P. S.W., 8'-6"± Cov.
Sewer 10" V.C.P., w/ 18" R.C.P. S.W., 10'-4"± Cov.
11'-0"
10'-0"
Sewer 10" V.C.P., w/ 18" R.C.P. S.W., 9'-8"± Cov.
Sewer 10" V.C.P., w/ 18" R.C.P. S.W., 8'-8"± Cov.
Sewer 10" V.C.P., w/ 18" R.C.P. S.W., 10'-1"± Cov.
V
V
Bushes
VV V V W W
VV
VV
VV
Co nc
. W al l
Conc. Wall
Grass
K
K
13'
Gas 6", 3'-6" Cov.
Sewer 10" V.C.P., w/ 18" R.C.P. S.W., 9'-7"± Cov.
00 9631
8' Long Flare
C/R
6'-0"
6'-0"
4' -6
D.E.
141.0
141.0 142.3
142.3 142.9
142.9
143.2
143.2
142.8
142.8
15'-0"
PROPOSED 8" D.I. WATER MAIN, 4'-0" COVER
(TO BE ABAND.)
15'-0"
PROPOSED 8" D.I. WATER MAIN, 4'-0" COVER
(TO BE ABAND.)
15'-0"
PROPOSED 8" D.I. WATER MAIN, 4'-0" COVER
(TO BE ABAND.)
15'-0"
PROPOSED 8" D.I. WATER MAIN, 4'-0" COVER
(TO BE ABAND.)
13' 34' 13'
SECTION
SCALE 14" = 1'-0"
K-K
8'-0"
Gas 6", 2'-8" Cov.
Water 8", 4'-0" Cov.
Sewer 10" V.C.P., w/ 18" R.C.P. S.W., 8'-8"± Cov.
Gas 6", 3'-0" Cov.
17'-0"
8'-0" 8'-0"
REMOVE FRAME & COVER - SEE SPEC'S.
REMOVE FIRE HYDRANT - SEE SPEC'S.
REMOVE PIPE AND/OR FITTING & RECONNECT.
4 ROTATE FITTINGS AS REQUIRED.
5 REMOVE & RETURN VALVE - SEE SPEC'S.
NOTES:
1. EXISTING WATER MAINS SHALL BE CUT &
PLUGGED AS APPROVED BY THE CITY ENGINEER.
2. THE CONTRACTOR SHALL MAINTAIN A MINIMUM
6-INCH CLEARANCE BETWEEN ALL
UNDERGROUND STRUCTURES AND THE NEW
WATER MAINS.
3. BILLS OF MATERIAL AND PIPE TOTALS ARE FOR
THE CONVENIENCE OF THE CONTRACTOR ONLY
AND PAYMENT WILL BE MADE ONLY FOR THE
ACTUAL AMOUNT OF PIPE AND APPURTENANCES
INSTALLED.
4. FIRE HYDRANTS SHALL NOT BE CONSTRUCTED OR
RELOCATED UNTIL SUCH LOCATIONS HAVE BEEN
APPROVED BY THE WATER DEPARTMENT
CONSTRUCTION DIVISION IN THE FIELD.
5. ALL DISTANCES SHOWN ARE IN DISTRICT
STANDARD MEASUREMENTS
PIPE TOTALS (THIS SHEET)
710' ± 8" DUCTILE IRON WATER MAIN
10' ± 6" DUCTILE IRON WATER MAIN
APPROVED
CHIEF, DESIGN BRANCH, ENGINEERING DIVISION
DRAWN BY
PROJECT ENGR.
SUPERVISOR DATE
WORK NO.
SHEET NO. OF
CITY OF PHILADELPHIA
WATER DEPARTMENT
WATER MAIN RELAY PROJECT
PURSUANT TO THE REQUIREMENTS OF PENNSYLVANIA ACT 287 OF 1974 (THE UNDERGROUND UTILITY
LINE PROTECTION ACT), AS AMENDED BY PA ACT 121 OF 2008, THE CONTRACTOR
SHALL CONTACT THE PENNSYLVANIA ONE CALL SYSTEM AT 1-800-242-1776, AT LEAST
3 DAYS PRIOR TO EXCAVATION.
HIGHWAY DISTRICT NO. WARD NO.
SURVEY DISTRICT NO.
ONE CALL SERIAL NO.
NOTICE:
WATER PLAT NO.
FROM
SCALES:
PLAN 1" = 20'
AND AS NOTED
W-8
GPIS NO.
nd y\ ap pd at a\ lo ca l\t em p\ Ac
Pu bl ish _8
8\
W at er Sh ee ts
.d w g\
-8
M
AC
KE
N
ZI
E.
G
AN
DY
2/
/2
CS
V
1.
SHEETS
W-20658-D
M. GANDY
M. GANDY 12/13/24
12/13/24
CLARK STREET
MURRAY ST. TO FULMER ST.
20202101518
06 5811, 5814, 5828, 5842
98, 102
G2020-02045
M A
TC
H
LI
N
E
SE
E
SH
EE
T
W -7 U
U M A
TC
H
LI
N
E
SE
E
SH
EE
T
W -9T
T
PROPOSED 8" D.I. WATER MAIN, 4'-0" COVER
BILL OF MATERIALS
1 - STD. FIRE HYDRANT W/CCL
5 - STD. 7" VALVE BOX
1 - 6" VALVES
4 - 8" VALVES
1 - 8" X 8" CROSS
1 - 8" X 6" HYDRANT ANCHOR TEE
12 - 8" 1/8 BENDS (4 VERT.)
2 - 8" SLEEVES
PROPOSED 8" D.I. WATER MAIN
'-0
'-0
'-0
(TO BE ABAND.)
(TO BE ABAND.)
14'-0"
(TO BE ABAND.)
'-0
'-0
'-0
'-0
(TO BE ABAND.)
(TO BE ABAND.)
14'-0"
(TO BE ABAND.)
'-0
'-0
'-0
'-0
(TO BE ABAND.)
(TO BE ABAND.)
14'-0"
(TO BE ABAND.)
'-0
'-0
'-0
'-0
(TO BE ABAND.)
(TO BE ABAND.)
14'-0"
(TO BE ABAND.)
CLARK STREET
490'
490'
140.88140.65
140.99 141.23
34' 13'13'
34' 13'13'
FU
LM
ER
S
T.
0.00647
0.00645
0.01629
0.014
17'-0"
17'-0"
'-0
PARKING
NO PARKING
PARKING
NO PARKING
PA
RK
IN
G
NO PARKING
PA
RK
IN
G
NO PARKING
9640 9650 9660 9664
96519643 9647
9655-57
9659-61
C. D/W Dep. Curb
C. D/W Dep. Curb
C. D/W Dep. Curb
C. D/W Dep. Curb
C. D/W Dep. Curb
C.
D
/W De p.
C ur b
C. D/W Dep. Curb
C. D/W Dep. Curb
C. D/W Dep. Curb
C. D/W Dep. Curb
C. D/W Dep. Curb
C. D/W Dep. Curb
Gr as s
Gr as s
Bu sh es
Gr as s
Gr as s
Gr as s
4C I
4C I
4CI
4CI
8'-0"
8'-0"
4'-6" 8'-0"
8' -0
9'
-0
8'-6"
7' -6
8' -0
8'
-0
'-0
VV
V W
V
36"TS4CI
TS
G
TS
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass Grass
Grass
Grass Grass
Grass
Grass
Grass Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
C. Ftw.
C. Ftw.
C.
F tw
C.
F tw
C.
F tw
C. Ftw.
C. Ftw.
C. Ftw. C. Ftw. C. Ftw. C. Ftw. C. Ftw. C. Ftw.
C. Curb C. Curb C. Curb C. Curb C. Curb
C. Curb C. Curb C. Curb C. Curb
C/R C/ R
C/R
C/R
34' 13'
13'
G as 6", 4'-8" Cov.
Gas 2", 3'-5" Cov.
Gas 6", 4'-7" Cov.
Gas 2", 3'-3" Cov.
Gas 2", 2'-6" Cov.
Gas 2", 2'-6" Cov.
Gas 6", 3'-0" Cov.
Gas 6", 2'-7" Cov.
Gas 6", 2'-6" Cov.
Gas 6", 3'-6" Cov.
Gas 6", 2'-4" Cov.
Gas 6", 2'-9" Cov.
Gas 6", 3'-0" Cov.
Water 8", 4'-0" Cov.
Water 8", 4'-0" Cov.
'-0
8'
-0
8' -0
7' -6
Water 8", 4'-0" Cov.
Water 8", 4'-0" Cov.
8' -0
'-0
Verizon 18"x18", 2'-10" Cov.
Verizon 32"x13", 4'-4" Cov.
Verizon 18"x18", 4'-4" Cov.
Verizon 32"x13", 3'-9" Cov.
Verizon 9"x9", 3'-2" Cov.
G as 1", 3'-2" Cov.
Sew er 10" V.C.P., w
/ 27" R.C.P. S.W
., 8'-0"± Cov.
Water 8", 4'-0" Cov.
Sewer 10" V.C.P., w/ 24" R.C.P. S.W., 9'-0"± Cov.
Sewer 10" V.C.P., w/ 18" R.C.P. S.W., 8'-10"± Cov.
Sewer 10" V.C.P., w/ 18" R.C.P. S.W., 9'-8"± Cov.
Sewer 10" V.C.P., w/ 18" R.C.P. S.W., 8'-7"± Cov.
36"36" V VVVV V
X X
MB
W
V V
VV
W
Grass Mulch
TSTS
4CITS
Bu sh
TS
X X X X X X X
C. D/W Dep. Curb
V V
VV TS
L
L
6' -0
'-0
Sewer 10" V.C.P., w/ 18" R.C.P. S.W., 8'-1"± Cov.
Gas 6", 2'-6" Cov.
Sewer 10" V.C.P., w/ 24" R.C.P. S.W., 8'-6"± Cov.
Sewer 10" V.C.P., w/ 24" R.C.P. S.W., 8'-7"± Cov.
15'-0"
PROPOSED 8" D.I. WATER MAIN, 4'-0" COVER
(TO BE ABAND.)
15'-0"
PROPOSED 8" D.I. WATER MAIN, 4'-0" COVER
(TO BE ABAND.)
15'-0"
PROPOSED 8" D.I. WATER MAIN, 4'-0" COVER
(TO BE ABAND.)
15'-0"
PROPOSED 8" D.I. WATER MAIN, 4'-0" COVER
(TO BE ABAND.)
13' 34' 13'
SECTION
SCALE 14" = 1'-0"
L-L
6'-0" 17'-0"
8'-0"
Sewer 10" V.C.P., w/ 18" R.C.P. S.W., 8'-1"± Cov.
Gas 2", 2'-6" Cov.
Water 8", 4'-0" Cov.
10'-0"
Gas 2", 3'-5" Cov.
REMOVE FRAME & COVER - SEE SPEC'S.
REMOVE FIRE HYDRANT - SEE SPEC'S.
REMOVE PIPE AND/OR FITTING & RECONNECT.
4 ROTATE FITTINGS AS REQUIRED.
5 REMOVE & RETURN VALVE - SEE SPEC'S.
NOTES:
1. EXISTING WATER MAINS SHALL BE CUT &
PLUGGED AS APPROVED BY THE CITY
ENGINEER.
2. THE CONTRACTOR SHALL MAINTAIN A
MINIMUM 6-INCH CLEARANCE BETWEEN ALL
UNDERGROUND STRUCTURES AND THE NEW
WATER MAINS.
3. BILLS OF MATERIAL AND PIPE TOTALS ARE FOR
THE CONVENIENCE OF THE CONTRACTOR ONLY
AND PAYMENT WILL BE MADE ONLY FOR THE
ACTUAL AMOUNT OF PIPE AND
APPURTENANCES INSTALLED.
4. FIRE HYDRANTS SHALL NOT BE CONSTRUCTED
OR RELOCATED UNTIL SUCH LOCATIONS HAVE
BEEN APPROVED BY THE WATER DEPARTMENT
CONSTRUCTION DIVISION IN THE FIELD.
5. ALL DISTANCES SHOWN ARE IN DISTRICT
STANDARD MEASUREMENTS
PIPE TOTALS (THIS SHEET)
680' ± 8" DUCTILE IRON WATER MAIN
20' ± 6" DUCTILE IRON WATER MAIN
APPROVED
CHIEF, DESIGN BRANCH, ENGINEERING DIVISION
DRAWN BY
PROJECT ENGR.
SUPERVISOR DATE
WORK NO.
SHEET NO. OF
CITY OF PHILADELPHIA
WATER DEPARTMENT
WATER MAIN RELAY PROJECT
PURSUANT TO THE REQUIREMENTS OF PENNSYLVANIA ACT 287 OF 1974 (THE UNDERGROUND UTILITY
LINE PROTECTION ACT), AS AMENDED BY PA ACT 121 OF 2008, THE CONTRACTOR
SHALL CONTACT THE PENNSYLVANIA ONE CALL SYSTEM AT 1-800-242-1776, AT LEAST
3 DAYS PRIOR TO EXCAVATION.
HIGHWAY DISTRICT NO. WARD NO.
SURVEY DISTRICT NO.
ONE CALL SERIAL NO.
NOTICE:
WATER PLAT NO.
FROM
SCALES:
PLAN 1" = 20'
AND AS NOTED
W-9
GPIS NO.
nd y\ ap pd at a\ lo ca l\t em p\ Ac
Pu bl ish _8
8\
W at er Sh ee ts
.d w g\
-9
M
AC
KE
N
ZI
E.
G
AN
DY
2/
/2
CS
V
1.
SHEETS
W-20658-D
M. GANDY
M. GANDY 12/13/24
12/13/24
CLARK STREET
FULMER ST. TO LOTT AVE.
20202101523
06 5811, 5814, 5828, 5842
98, 102
G2020-02045
M A
TC
H
LI
N
E
SE
E
SH
EE
T
W -8 T
T M A
TC
H
LI
N
E
SE
E
SH
EE
T
W -4S
S
PROPOSED 8" D.I. WATER MAIN, 4'-0" COVER
BILL OF MATERIALS
1 - STD. FIRE HYDRANT W/CCL
5 - STD. 7" VALVE BOX
1 - 6" VALVES
4 - 8" VALVES
1 - 8" X 8" CROSS
1 - 8" X 6" HYDRANT ANCHOR TEE
16 - 8" 1/8 BENDS (12 VERT.)
2 - 8" SLEEVES
PROPOSED 8" D.I. WATER MAIN
'-0
8'-8"
8'-8"
'-0
(TO BE ABAND.)
(TO BE ABAND.)
(TO BE ABAND.)
'-0
'-0
8'-8"
8'-8"
'-0
(TO BE ABAND.)
(TO BE ABAND.)
(TO BE ABAND.)
'-0
'-0
8'-8"
8'-8"
'-0
(TO BE ABAND.)
(TO BE ABAND.)
(TO BE ABAND.)
'-0
'-0
8'-8"
8'-8"
'-0
(TO BE ABAND.)
(TO BE ABAND.)
(TO BE ABAND.)
C/R
132.04132.04
132.28 132.28
34' 13'13'
34' 13'13'
500'
500'
EVANS STREET
0.01093
0.01
0.01119
0.00993
M U
R R
A Y
ST
6'-0"
'-0
6'-8" 17 '-0
'-0
PA
RK
IN
G
NO PARKING
PA
RK
IN
G
NO PARKING
PARKING
NO PARKING
PARKING
NO PARKING
00 22
9615 9621
9606-10
9616 9620 9622
X
C.
D
/W
De p.
C ur b
C. D/W Dep. Curb
C. D/W Dep. Curb
C. D/W Dep. Curb
C. D/W Dep. Curb
C. D/W Dep. Curb
C. D/W Dep. Curb
C. D/W Dep. Curb
C. D/W
Dep. Curb C. D/W
Dep. Curb
4CITS
TS
TS
C. Curb
C. Curb Grass
Grass
Grass
Grass
4CI
C. Ftw.
C. Ftw.
4C I
3'-9"
8'-6"
8' -0
V V
4C I
TS
TS
Grass
Gr as s
Gr as s
12'-0"
12'-0"
8' -0
4CI
4CI
X X X X X X
8' -0
4'
-0
8' -0
8' -0
4'
-0
4'-0"
Sh ru bs
TS
24" 24"
C. D/W Dep. Curb
C. D/W Dep. Curb
V V
W VV
W G V V VV
V VW
V
V
Grass
Grass
GrassGrass
Grass
Grass
Grass
Grass
Grass Grass
Grass
GrassGrass Grass
Grass
Grass
Shrubs
Grass
Grass Grass Grass Grass
Grass
Grass Grass
Grass Grass
Grass
Grass
C. Ftw.
C. Ftw. C. Ftw.
C. Ftw. C. Ftw. C. Ftw.
C. Ftw. C. Ftw.
C. Curb C. Curb C. Curb
C. Curb C. Curb C. Curb C. Curb
C/R
TS
C/R
34' 13'
13'
G as 2", 2'-8" Cov.
8' -0
Gas 6", 2'-8" Cov.
4' -0
Gas 6", 3'-1" Cov.
Gas 4", 3'-0" Cov.
Gas 8", 3'-0" Cov.
Gas 8", 3'-0" Cov.
Gas 6", 3'-0" Cov.
Gas 6", 3'-0" Cov.
Water 8", 4'-0" Cov.
Water 8", 4'-0" Cov.
Water 8", 4'-0" Cov.
Water 8", 4'-0" Cov.
Water 8", 4'-0" Cov.
Sewer 10" V.C.P., w/ 24" R.C.P. S.W., 8'-8"± Cov.
Sewer 10" V.C.P., w/ 21" R.C.P. S.W., 8'-5"± Cov.
Sewer 10" V.C.P., w/ 18" R.C.P. S.W., 7'-11"± Cov.
Sewer 10" V.C.P., w/ 18" R.C.P. S.W., 8'-5"± Cov.
Sewer 10" V.C.P., w/ 18" R.C.P. S.W., 9'-6"± Cov.
Sew er 10" V.C.P., w
/ 42" R.C.P. S.W
.,…
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