Plans Bid 2799-20694.pdf
PDF 3 MB Posted
- Solicitation number
- B2626886
- Issued by
- Pennsylvania
About this file
This file consists of detailed engineering plans for a water main relay project in Philadelphia, Pennsylvania, prepared by the City of Philadelphia Water Department. The project involves the replacement of water infrastructure along Lansdowne Avenue, extending from Haverford Avenue to approximately 2,678 linear feet toward Cardington Road. The scope of work includes the installation of approximately 3,385 linear feet of 8-inch ductile iron water mains, 145 linear feet of 6-inch ductile iron water mains, 165 linear feet of 4-inch ductile iron pipe, and 10 linear feet of 3-inch ductile iron pipe. The project also requires the installation of standard 7-inch valve boxes, various sized valves, tees, bends, sleeves, fire hydrants, and associated appurtenances. The plans are divided into seven sheets (W-1 through W-7), with sheets W-1 through W-6 containing detailed site plans and cross-sections showing existing underground utilities including sewer lines, gas lines, telecommunications infrastructure, and SEPTA tracks. The final sheet (W-7) provides a disinfection template for the proposed water main installation. The project drawings are dated January 13, 2026, and were prepared by M. Gandy with approvals from the Chief of Design Branch, Engineering Division, and the Water Commissioner.
Key construction requirements include maintaining a minimum 6-inch clearance between all underground structures and the new water mains, with existing water mains to be cut and plugged as approved by the City Engineer. Contractors are required to contact the Pennsylvania One Call System at least three days prior to excavation in compliance with Pennsylvania Act 287 of 1974 and Act 121 of 2008. The project specifications indicate that payment will be made only for the actual amount of pipe and appurtenances installed, with bills of material provided for contractor convenience. Fire hydrant construction and relocation require field approval by the Water Department Construction Division prior to installation. The plans identify numerous existing utilities requiring coordination, including 15-inch and 18-inch sewer lines, 6-inch to 16-inch high-pressure gas lines, Verizon communication conduits, Western Union lines, PECo electrical infrastructure, and traffic control systems. This comprehensive engineering documentation supports the pre-qualification bidding process for the estimated $2,000,000 to $3,000,000 water main relay project.
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Text version
4' -6
(RECONNECT)
PROP. 3' X 3'
CONCRETE PAD
4' -6
(TO BE ABAND.)
(TO BE ABAND.)
895.95'
54.739'
44'
18'
18'
44'
18'
18'
446.162'
36.391'
54.739'73 .35
6'
20'
8'
.72
9'
LANSDOWNE AVE.
ROSE PLAYGROUND MORRIS PARK
HAVERFO
RD AVE.
(S.R. #3018)
D.E.
4C I
4C I
#2
#2
4C I
#2
Sewer 15" V.C.P. S.W., 4'-2" Cov.
Water 6" D.S.
C/ R
C/R
C/R
C/R
C/R C/R
C/R
C/R
C/ R
C/ R
C/ R
12'-9"
13'-3"
'-0
8'-0"
Water 8", 3'-0" Cov.
Water 8", 3'-6" Cov.
6'- 0"
5'- 4"
30'-0"
Water 12", 9'-0" Cov.
2'- 3"
Water 8", 6'-10" Cov.
7' -2
Water 8", 5'-7" Cov.
29'-8"
Water 12", 9'-6" Cov.
Water 8", 8'-9" Cov.
Water 8", 3'-3" Cov.
'-0
Water 8", 3'-4" Cov.
'-0
9'-0"
H.P. Gas 16", 3'-2" Cov.H.P. Gas 12", 4'-0" Cov.
H.P. Gas 12", 5'-2" Cov. H.P. Gas 16", 2'-10" Cov.
12'-0"
H.P. Gas 16", 3'-3" Cov.
H.P. Gas 16", 2'-6" Cov.
H.P. Gas 12", 4'-0" Cov.
H.P. Gas 6", 4'-0" Cov.
'-6
H.P. Gas 6", 4'-0" Cov.
Sewer 18" R.C.P. S.W., 6'-8" Cov.
Sewer 10" V.C.P. w/ 18" R.C.P. S.W., Cov.
6'-0"
Sewer 15" V.C.P. w/ 4'-6" Br. S.W., 12'-1" Cov.
Sewer 10" V.C.P. w/ 2'-0" Dia. Br. S.W., 15'-3" Cov.
7'-0"
6' -0
7'-6" Verizon 9"x18", 4'-0" Cov.
Verizon 9"x18", 7'-0" Cov.
Verizon 5"x6", 4'-0" Cov.
(Abandoned)
Verizon 9"x11", 4'-4" Cov.
6'-6"
7'- 7"
Verizon 15"x30", 5'-10" Cov.
Western Union 9"x11", 3'-6" Cov.
2'-6"
Western Union 9"x11", 3'-6" Cov.
LANSDOWNE AVENUE
SEPTA Tracks (Paved Over)
SEPTA Tracks (Paved Over)
SEPTA Tracks (Paved Over)
PARKING
NO PARKING
PARKING
NO PARKING
PARKING
BIKE LANE
PARKING
BIKE LANE
PARKING
NO PARKING
PARKING
NO PARKING
BIKE LANE
PARKING
NO PARKING
PARKING
NO PARKING
Grass
Grass
Grass
Grass
TS
C/R
Grass
Grass
Grass
Traffic Control TL
C/R
Gr as s
TS
Grass
Gra ss
C/ R
TS
Grass
Grass X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
GrassGrass TS
PECo Unk. Size, Unk. Cov.
TL
TrashGrass
Grass
Grass
Grass
Grass
Grass
TS
24"
Verizon Unk. Size, Unk. Cov.
'-3
6' -0
5'-3"
TL
TL
Grass
Grass
Grass
Grass
Grass
Grass
Traffic 3", Unk. Cov.
Traffic 3", Unk. Cov.
Traffic 3", Unk. Cov.
Traffic 3", Unk. Cov.
4' -6
(RECONNECT)
PROP. 3' X 3'
CONCRETE PAD
4' -6
(TO BE ABAND.)
(TO BE ABAND.)
A
A
4'-6"
PROPOSED 8" D.I. WATER, 4'-0" COV.
(TO BE ABAND.)
15.0' 50.0' 15.0'
12'-0"
Sewer 18" R.C.P. S.W., 6'-8" Cov.
Verizon 9"x11", 4'-4" Cov.
6'-0"
SEPTA Tracks (Paved Over)
20'-0"
Water 8", 3'-3" Cov.H.P. Gas 6", 4'-0" Cov.
14'-0"
SECTION
SCALE 14" = 1'-0"
A-A
4'-6"
PROPOSED 8" D.I. WATER, 4'-0" COV.
(TO BE ABAND.)
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. 7" VALVE BOX
1 - 8" VALVES
1 - 6" VALVES
1 - 8" X 6" TEE
12 - 8" 1/8 BENDS (10 VERT.)
2 - 6" 1/8 BENDS
1 - 8" SLEEVES
1 - 6" SLEEVES
PIPE TOTALS (ALL SHEETS)
3,385' ± 8" DUCTILE IRON WATER MAIN
145' ± 6" DUCTILE IRON WATER MAIN
165' ± 4" DUCTILE IRON PIPE MAIN
10' ± 3" DUCTILE IRON PIPE MAIN
PIPE TOTALS (THIS SHEET)
480' ± 8" DUCTILE IRON WATER MAIN
10' ± 6" DUCTILE IRON PIPE MAIN
APPROVED
CHIEF, DESIGN BRANCH, ENGINEERING DIVISION
APPROVED
APPROVED
DEPUTY COMMISSIONER - 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 _2
\W at er Sh ee ts
.d w g\ W
-1
B y:
M
AC
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N
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G
AN
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/2 4/
C
SV
.2
SHEETS
W-20694-D
M. GANDY
M. GANDY 1/13/2026
1/13/2026
LANSDOWNE AVENUE
HAVERFORD AVE. TO N. 75TH ST.
20253030139
1 34
G2026-00049
M A
TC
H
LI
N
E
SE
E
SH
EE
T
W -2
Z Z
PROPOSED 8" D.I. WATER MAIN, 4'-0" COVER
3 4
3/24/26
William.Dobbins Stamp
(RECONNECT)
4' -6
4' -6
PROP. 3' X 3'
CONCRETE PAD
PROP. 3' X 3'
CONCRETE PAD
(TO BE ABAND.) (TO BE ABAND.)
(TO BE ABAND.)
(TO BE ABAND.)
(TO BE ABAND., SEE SPECS)
(TO BE ABAND.)
(TO BE ABAND.,
SEE SPECS)
36' 12'12'
40'
15'
15'
FO
R
M
ER
C A
LL
O
W H
IL
L
ST
CARDINGTON RD.
N. 75th ST.
17'
7800 CITY AVENUE
D.E.
D.E.
D.E.
#3C/R
C/R
#2
C/ R
C/R C/R
C/ R
C/ R
Outlet Wall Rubble Masonry
(Privately Owned) (Approximate Location)
Sewer 15" V.C.P. S.W., 4'-2" Cov.
(Privately Owned) (Approximate Location)
#1
C/R #3
Water 8", Unk. Cov.
Water 8", Unk. Cov.
Water 3" D.S.
Water 8", 3'-4" Cov.
'-0
'-0
" Water 8", 3'-4" Cov.
Water 8", 3'-4" Cov. H.P. Gas 6", 4'-0" Cov.
'-6
H.P. Gas 6", 4'-0" Cov.
H.P. Gas 6", 3'-3" Cov.
H.P. Gas 6", 4'-0" Cov.
H.P. Gas 6", 3'-6" Cov.
5' -0
H.P. Gas 6", 3'-6" Cov.
8' -0
"Sewer 18" R.C.P. S.W., 4'-1" Cov.
(Privately Owned) (Approximate Location)
Std. Conc. Headwall (Approximate Location)
Std. Conc. Outlet (Approximate Location)
Sewer 30" R.C.P. S.W., 4'-1" Cov.
(Privately Owned) (Approximate Location)
Sewer 15" V.C.P. S.W., 5'-8" Cov. (Privately Owned) (Approximate Location)
LANSDOWNE AVENUE
SEPTA Tracks (Paved Over)
PARKINGNO PARKING
PARKING
NO PARKING
PARKING
NO PARKING
PARKING
NO PARKING
PARKING
BIKE LANE
PARKING
BIKE LANE
PARKING
NO PARKING
PARKING
NO PARKING
B
B
5' -0
Grass
Grass
Grass
XXXXXXXX
X
X
X
X
X
X
X
X
X
X
Grass
TS
Grass
Grass Grass
Grass
Grass
Grass
TS
TL
6"
6"
Bus Shelter
TLGrass Grass
Grass
Trash
TS
Grass
Grass
Grass
Grass
Grass
Grass
TL
GrassGrass Grass
TS
TS
TS
TSTSTS
Rose Playground
TS
TL
TS
36"
PROPOSED 14" IRRIGATION PIPE,
6'-0" COV. (PROPOSED BY OTHERS)
Grass
Grass
Gra ss H.P. Gas 6", 4'-0" Cov.
PROPOSED WATER 8" F.C.
(PROPOSED BY OTHERS)
D.E.
Water 8", 3'-4" Cov.
Fire Hydrant Found in Field
Valve Found in Field
Water 8", 3'-4" Cov.
PECo 2", Unk. Cov.
Traffic 3", Unk. Cov.
Traffic Unk. Size, Unk. Cov.
Traffic Unk. Size, Unk. Cov.
Traffic Unk. Size, Unk. Cov.
Traffic Unk. Size, Unk. Cov.
#3
(RECONNECT)
(RECONNECT)
4' -6
4' -6
PROP. 3' X 3'
CONCRETE PAD
PROP. 3' X 3'
CONCRETE PAD
(TO BE ABAND.) (TO BE ABAND.)
(TO BE ABAND.)
(TO BE ABAND.)
(TO BE ABAND., SEE SPECS)
(TO BE ABAND.)
(TO BE ABAND.,
SEE SPECS)
4'-6"
PROPOSED 8" D.I. WATER, 4'-0" COV.
(TO BE ABAND.)
15.0' 50.0' 15.0' 4'-8"
Sewer 15" V.C.P., 4'-2" Cov. (Privately Owned) (Approximate Location)
20'-0"
Water 8", 3'-4" Cov.
SECTION
SCALE 14" = 1'-0"
B-B
17'-1"
H.P. Gas 6", 4'-0" Cov.
4'-6"
PROPOSED 8" D.I. WATER, 4'-0" COV.
(TO BE ABAND.)
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
5 - STD. 7" VALVE BOX
2 - 8" VALVES
2 - 6" VALVES
1 - 4" VALVES
2 - 8" X 6" HYDRANT ANCHOR TEE
1 - 8" X 8" TEE
1 - 8" X 4" TEE
22 - 8" 1/8 BENDS (20 VERT.)
2 - 6" 1/8 BENDS (2 VERT.)
2 - 4" 1/8 BENDS
1 - 4" X 3" REDUCER
1 - 8" SLEEVE
1 - 3" SLEEVE
PIPE TOTALS (THIS SHEET)
665' ± 8" DUCTILE IRON WATER MAIN
55' ± 6" DUCTILE IRON WATER MAIN
10' ± 4" DUCTILE IRON PIPE MAIN
5' ± 3" DUCTILE IRON PIPE 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 _2
\W at er Sh ee ts
.d w g\
-2
M
AC
KE
N
ZI
E.
G
AN
DY
/2 4/
C
SV
.2
SHEETS
W-20694-D
M. GANDY
M. GANDY 1/13/2026
1/13/2026
LANSDOWNE AVENUE
N. 75TH STREET TO 82' WWCL CARDINGTON ROAD
20253030139
1 34
G2026-00049
M A
TC
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LI
N
E
SE
E
SH
EE
T
W -3
Y Y
M A
TC
H
LI
N
E
SE
E
SH
EE
T
W -1
Z Z
PROPOSED 8" D.I. WATER MAIN, 4'-0" COVER
3/24/26
PROP. 3' X 3'
CONCRETE PAD
(TO BE ABAND.)
(TO BE ABAND.,
SEE SPECS)
(TO BE ABAND.)
(TO BE ABAND.)
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
50' 15'15'
LANSDOWNE AVENUE
456.482'
7800 CITY AVENUE
D.E.
Water 8", Unk. Cov.
FO
R
M
ER
VI
N
E
ST
'-0
Water 8", 3'-4" Cov.
'-0
Water 8", 3'-7" Cov.
D.E.
H.P. Gas 6", 3'-6" Cov.
4' -0
H.P. Gas 6", 3'-6" Cov.
'-0
'-2
H.P. Gas 6", 3'-0" Cov.
H.P. Gas 6", 3'-0" Cov.
'-0
H.P. Gas 6", 3'-0" Cov.
Sewer 15" R.C.P. S.W., 5'-8" Cov.
(Privately Owned) (Approximate Location)
PARKING
NO PARKING
PARKING
NO PARKING
PARKING
BIKE LANE
PARKING
BIKE LANE
C
C Temporary Construction Entrance
12"12"
24"12"
12" 8"
48"
36"
36"
12"
12"
24"
Unk. Manhole Found in Field
PROPOSED LIGHT POLE
(PROPOSED BY OTHERS)
Grass Grass
Grass
Grass
Water Valve Not Found in Field Water Valve Not Found in Field
Water 8", 3'-4" Cov.
D.E.
#3
4' -6
PROP. 3' X 3'
CONCRETE PAD
(TO BE ABAND.)
(TO BE ABAND.,
SEE SPECS)
(TO BE ABAND.)
(TO BE ABAND.)
4'-6"
PROPOSED 8" D.I. WATER, 4'-0" COV.
(TO BE ABAND.)
8'-0"
Sewer 15" V.C.P., 5'-8" Cov. (Privately Owned) (Approximate Location)
20'-0"
Water 8", 3'-4" Cov.
SECTION
SCALE 14" = 1'-0"
C-C
50' 15'15'
City Plan Curbline
4'-0"
H.P. Gas 6", 3'-6" Cov.
Edge of Pavement
4'-6"
PROPOSED 8" D.I. WATER, 4'-0" COV.
(TO BE ABAND.)
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)
640' ± 8" DUCTILE IRON WATER MAIN
10' ± 6" DUCTILE IRON PIPE 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 _2
\W at er Sh ee ts
.d w g\
-3
M
AC
KE
N
ZI
E.
G
AN
DY
/2 4/
C
SV
.2
SHEETS
W-20694-D
M. GANDY
M. GANDY 1/13/2026
1/13/2026
LANSDOWNE AVENUE
20253030147, 20253030139
1 34
24, 29
G2026-00049
M A
TC
H
LI
N
E
SE
E
SH
EE
T
W -4
X X
M A
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N
E
SE
E
SH
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T
W -2
Y Y
82' WWCL OF CARDINGTON RD TO 720' WWCL
OF CARDINGTON RD
PROPOSED 8" D.I. WATER MAIN, 4'-0" COVER
BILL OF MATERIALS
1 - STD. FIRE HYDRANT W/CCL
2 - STD. 7" VALVE BOX
1 - 8" VALVES
1 - 6" VALVES
1 - 8" X 6" HYDRANT ANCHOR TEE
4 - 8" 1/8 BENDS (4 VERT.) 3/24/26
4' -6
PROP. 3' X 3'
CONCRETE PAD
(TO BE ABAND.)
(TO BE ABAND.)
(TO BE ABAND.,
SEE SPECS)
(TO BE ABAND.)
(TO BE ABAND.)
2966.630'
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
50'
489.645'
7800 CITY AVENUE
D.E.
D.E.
D.E.
Water 8", 4'-8" Cov.
Water 8", 4'-7" Cov.
Water 8", Unk. Cov.
FORMER
VINE ST.
'-0
Water 8", 3'-7" Cov.
'-6
H.P. Gas 6", 3'-0" Cov.
'-6
'-0
LANSDOWNE AVENUE
PARKING
NO PARKING
PARKING
NO PARKING
PARKING
BIKE LANE
PARKING
BIKE LANE
D
D
TS
Business Sign
TS
LP
In-Ground Lights
1"1" 1" 1" 1"1"
PROPOSED LIGHT POLE
(PROPOSED BY OTHERS) Water 4" D.S.
PECO 5", Unk. Cov.
Grass
Sewer 3" D.I. Force Main, Unk. Cov. (Privately Owned) (Approximate Location)
Grass
Grass
Grass
Grass Grass
Grass
Grass
Water Valve Not Found in Field
Unk. Manhole Found in Field
Water 4" F.S.
Water 8", 3'-7" Cov.
H.P. Gas 6", 3'-0" Cov.
PROPOSED SEWER 6" D.I.P.
(PROPOSED BY OTHERS)
VA
RI
ES
(RECONNECT)
(RECONNECT)
4' -6
PROP. 3' X 3'
CONCRETE PAD
(TO BE ABAND.)
(TO BE ABAND.)
(TO BE ABAND.,
SEE SPECS)
(TO BE ABAND.)
(TO BE ABAND.)
4'-6"
PROPOSED 8" D.I. WATER, 4'-0" COV.
(TO BE ABAND.)
20'-0"
Water 8", 3'-7" Cov.
SECTION
SCALE 14" = 1'-0"
D-D
26' 39'15'
City Plan Curbline
13'-0"
H.P. Gas 6", 3'-0" Cov.Edge of Pavement
4'-6"
PROPOSED 8" D.I. WATER, 4'-0" COV.
(TO BE ABAND.)
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)
650' ± 8" DUCTILE IRON WATER MAIN
25' ± 6" DUCTILE IRON WATER MAIN
35' ± 4" DUCTILE IRON PIPE 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 _2
\W at er Sh ee ts
.d w g\
-4
M
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SHEETS
W-20694-D
M. GANDY
M. GANDY 1/13/2026
20253030147
1 34
G2026-00049
M A
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W -5
W W
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W -3
X X
720' WWCL OF CARDINGTON RD TO 1369'
WWCL OF CARDINGTON RD
PROPOSED 8" D.I. WATER MAIN, 4'-0" COVER
1 33
BILL OF MATERIALS
1 - STD. FIRE HYDRANT W/CCL
3 - STD. 7" VALVE BOX
2 - 8" VALVES
1 - 6" VALVES
1 - 8" X 6" HYDRANT ANCHOR TEE
2 - 8" X 4" TEE
12 - 8" 1/8 BENDS (12 VERT.)
2 - 6" 1/8 BENDS (2 VERT.)
2 - 4" 1/8 BENDS (2 VERT.)
2 - 4" SLEEVE
3/24/26
(RECONNECT)
(RECONNECT)
4' -6
" PROP. 3' X 3'
CONCRETE PAD
(TO BE ABAND.)
(TO BE ABAND.)
X X X X
7800 CITY AVENUE
D.E.
D.E.
Water 4" D.S.
Water 4" D.S.
'-0
'-0
Water 8", 3'-5" Cov.
H.P. Gas 6", 3'-0" Cov.
'-1
0"
H.P. Gas 6", 3'-0" Cov.
Sewer 12" V.C.P. (Entirely Encased in Conc., Tunnel Section), 9'-4" Cov.
(Approximate Location)
Sewer 42" R.C.P. S.W., 6'-10" Cov.
(Approximate Location)
E
E
X X X
TS
LP 1"
PROPOSED LIGHT POLE
(PROPOSED BY OTHERS)
Unk. Manhole Found in Field
PROPOSED LIGHT POLE
(PROPOSED BY OTHERS)
48"
PROPOSED LIGHT
POLE (PROPOSED BY
OTHERS)
STUMP
48"
60"
TL
Communications Box Found in Field
PROPOSED LIGHT POLE
(PROPOSED BY OTHERS)
C/ R
C/ R
Grass Grass Grass Grass
LP
LP
Unk. Manhole Found in Field
24"
TL
STUMP
TS TS TS STUMP STUMP
Water Valve Not Found in Field
Water Valve Not Found in Field
Water 4" D.S.
Pole
Grass
Grass
Grass
Grass Grass
Water Valve Not Found in Field
LANSDOWNE AVENUE
PARKING
NO PARKING
PARKING
NO PARKING
PARKING
BIKE LANE
PARKING
BIKE LANETemporary Construction Entrance
Sewer 6" D.I., 12'-5" Cov. (Approximate Location)
Water 4" F.C.
Water 8", 4'-8" Cov.
H.P. Gas 6", 3'-0" Cov.
PROPOSED LIGHT POLE
(PROPOSED BY OTHERS)
TL
C/R
TL
TL
TL
PROPOSED TRAFFIC 3",
UNK. COV. (PROPOSED
BY OTHERS)
PROPOSED TRAFFIC 3",
UNK. COV. (PROPOSED
BY OTHERS)
PROPOSED SPEED TABLE
(PROPOSED BY OTHERS)
VA
RI
ES
(RECONNECT)
(RECONNECT)
(RECONNECT)
(RECONNECT)
4' -6
" PROP. 3' X 3'
CONCRETE PAD
(TO BE ABAND.)
(TO BE ABAND.)
4'-6"
PROPOSED 8" D.I.
WATER, 4'-0" COV.
(TO BE ABAND.)
20'-0"
Water 8", 3'-7" Cov.
SECTION
SCALE 14" = 1'-0"
E-E
26' 15'39'
City Plan Curbline
27'-10"
H.P. Gas 6", 3'-0" Cov.
Edge of Pavement
4'-6"
PROPOSED 8" D.I.
WATER, 4'-0" COV.
(TO BE ABAND.)
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)
655' ± 8" DUCTILE IRON WATER MAIN
10' ± 6" DUCTILE IRON WATER MAIN
60' ± 4" DUCTILE IRON PIPE 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 _2
\W at er Sh ee ts
.d w g\
-5
M
AC
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N
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/2 4/
C
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SHEETS
W-20694-D
M. GANDY
M. GANDY 1/13/2026
1 34
G2026-00049
M A
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W -4
W W
1369' WWCL OF CARDINGTON RD TO
2022' WWCL OF CARDINGTON RD
M A
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SE
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SH
EE
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W -6
V V
PROPOSED 8" D.I. WATER MAIN, 4'-0" COVER
BILL OF MATERIALS
1 - STD. FIRE HYDRANT W/CCL
4 - STD. 7" VALVE BOX
1 - 8" VALVES
1 - 6" VALVES
2 - 4" VALVES
1 - 8" X 6" HYDRANT ANCHOR TEE
4 - 8" X 4" TEE
8 - 8" 1/8 BENDS (8 VERT.)
6 - 4" 1/8 BENDS (2 VERT.)
4 - 4" SLEEVE
3/24/26
(RECONNECT)
PROP. 3' X 3'
CONCRETE PAD
(TO BE ABAND.)
(TO BE ABAND.)
(RECONNECT)
(RECONNECT)
1105.951'
7800 CITY AVENUE
D.E.
Sewer 15" V.C.P. (Entirely Encased in Conc., Tunnel Section), 19'-7" Cov.
(Approximate Location)
Water 3" D.S.
'-0
Water 8", 3'-3" Cov.
LANSDOWNE AVENUE
PARKING
NO PARKING
PARKING
NO PARKING
PARKING
BIKE LANE
PARKING
BIKE LANE
Temporary Construction Entrance
12"
36" STUMP
STUMP
Water Valve Not Found in Field
Temporary Construction Entrance Water 8", 3'-5" Cov.Guardrails
Guardrails
Guardrails
Guardrails
Guardrails
PROPOSED WATER 4" F.C.
(PROPOSED BY OTHERS)
PROPOSED WATER 4" D.S.
(PROPOSED BY OTHERS)
PROPOSED SPEED TABLE
(PROPOSED BY OTHERS)
4' -6
(RECONNECT)
PROP. 3' X 3'
CONCRETE PAD
(TO BE ABAND.)
(TO BE ABAND.)
(RECONNECT)
(RECONNECT)
F
F
4'-6"
PROPOSED 8" D.I. WATER, 4'-0" COV.
(TO BE ABAND.)
20'-0"
Water 8", 3'-3" Cov.
SECTION
SCALE 14" = 1'-0"
F-F
26' 15'39'
City Plan Curbline Edge of Pavement
4'-6"
PROPOSED 8" D.I. WATER, 4'-0" COV.
(TO BE ABAND.)
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)
295' ± 8" DUCTILE IRON WATER MAIN
35' ± 6" DUCTILE IRON WATER MAIN
60' ± 4" DUCTILE IRON PIPE MAIN
5' ± 3" DUCTILE IRON PIPE 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 _2
\W at er Sh ee ts
.d w g\
M
AC
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N
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/2 4/
C
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.2
SHEETS
W-20694-D
M. GANDY
M. GANDY 1/13/2026
1 34
G2026-00049
M A
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SE
E
SH
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W -5
V V
2022' WWCL OF CARDINGTON RD TO
2678' WWCL OF CARDINGTON RD
PROPOSED 8" D.I. WATER MAIN, 4'-0" COVER
3 4
BILL OF MATERIALS
1 - STD. FIRE HYDRANT W/CCL
2 - STD. 7" VALVE BOX
1 - 8" VALVES
1 - 4" VALVES
3 - 8" X 4" TEE
4 - 8" 1/8 BENDS (4 VERT.)
2 - 6" 1/8 BENDS
6 - 4" 1/8 BENDS (4 VERT.)
1 - 8" X 6" REDUCER
1 - 4" X 3" REDUCER
2 - 4" SLEEVE
1 - 3" SLEEVE
3/24/26
12'
18'
4C I 4C I
#3 #2
#1
#3
PARKINGPARKING
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Traffic Control TL
Gr as s
TS
Grass Gra ssXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
GrassGrassGrass TS
TS
Grass
Grass
Grass
TS
TL
TLGrass Grass
Grass
Trash
TS
Grass
Grass Grass
TL
TrashGrass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
TSTL
GrassGrass Grass
TS
TS
TL
TS
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
TSTS
LP
TS
LP
STUMP
TL
Grass Grass Grass Grass
Grass
LP
LP
TS STUMP STUMP
Grass
Grass
GrassGrass
Grass Grass
GrassGrass
Grass Grass Grass
TL
TL
TL
TL
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
50' 15'15' 36'12'
40'15'
15'
TS
TS
TS
TSTS
Grass Grass Grass Grass
Grass Grass
Grass
Gra ss
#3
#3
X X
STUMP
STUMP
TL
STUMP
TS TS
TL
' APPROVED
CHIEF, DESIGN BRANCH, ENGINEERING DIVISION
DRAWN BY
PROJECT ENGR.
SUPERVISOR DATE
WORK NO.
SHEET NO. OF
CITY OF PHILADELPHIA
WATER DEPARTMENT
SCALES:
PLAN 1" = 30'
AND AS NOTED
W-7 nd y\ ap pd at a\ lo ca l\t em p\ Ac
Pu bl ish _2
\D isi nf ec tio nS he et s U pd at ed .d w g\
-7
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SHEETS
W-20694-D
M. GANDY
M. GANDY 1/13/2026
DISINFECTION TEMPLATE
PROPOSED 8" D.I. WATER MAIN, 4'-0" COVER
PROPOSED 8" D.I. WATER MAIN, 4'-0" COVER
PROPOSED 8" D.I. WATER MAIN, 4'-0" COVER
PROPOSED 8" D.I. WATER MAIN, 4'-0" COVER
1 1
1 1
HAVERFO
RD AVE.
(S.R. #3018)
LANSDOWNE AVENUE
LANSDOWNE AVENUE
LANSDOWNE AVENUE
LANSDOWNE AVENUE
N. 75TH ST.
FO
R
M
ER
C A
LL
O
W H
IL
L
ST
FO
R
M
ER
C A
LL
O
W H
IL
L
ST
CARDINGTON RD.
FO
R M
ER
VI
N E
ST
FO
R
M
ER
VI
N
E
ST
3/24/26
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