0& - septa · pdf fileplain cement concrete curb (typ) superpave asphalt mixture design,...

EXISTING PECO MANHOLE

EXISTING VERIZON MANHOLE

EXISTING SEWER MANHOLE

EXISTING SEWER INLET

EXISTING SEWER SERVICE

EXISTING WATER VALVE VAULT

EXISTING WATER

EXISTING WATER VALVE

EXISTING FIRE HYDRANT

EXISTING GAS VALVE VAULT

EXISTING GAS VALVE

EXISTING MISC MANHOLE

EXISTING BOLLARD

EXISTING COLUMN

EXISTING FENCE

X X

EXISTING PECO

P P

EXISTING SANITARY SEWER

EXISTING SANITARY SEWER (24" AND LARGER)

EXISTING WATER (24" AND LARGER)

EXISTING GAS

EXISTING VERIZON

APPROXIMATE RIGHT OF WAY LINE

?

ABANDONED WATER

EXISTING MONITORING WELL

EXISTING UTILITY POLE

EXISTING STREET LIGHT

EXISTING STREET SIGN

EXISTING TRAFFIC LIGHT

EXISTING CONTROL BOX

EXISTING HANDHOLE

PROPOSED PECO CONDUIT

EXISTING ELECTRIC MANHOLE

EXISTING ELECTRIC

PROPOSED OPEN-CUT TRENCH

PROPOSED DUCT TRANSPOSITION

EXISTING TREE

EXISTING WATER BBOX

EXISTING WATER METER

EXISTING STEAM (TRIGEN)

EXISTING GRADE

V

EXISTING STORM SEWER

EXISTING STORM SEWER (24" AND LARGER)

NOT TO SCALE

921 WEST VAN BUREN, SUITE 100

CHICAGO, IL 60607

PHONE: (312) 432-0076 FAX:(312) 432-0231

STATE OF ILLINOIS, DEPARTMENT OF PROFESSIONAL

REGULATION. LICENSE NO. 184-002308

EXISTING GAS (24" AND LARGER)

EXISTING SHRUB

EXISTING OIL (24" AND LARGER)

NOTE:ONLY PRINTS WITH A SIGNED SEAL ARE TO BE USEDDURING CONSTRUCTION AND CONSIDERED OFFICIALCOPIES. THESE PLANS ARE NOT TRANSFERABLE.

PECO WO # 14291197

WORK ORDER# 14291197PROJECT# EPFWOODL6PERMIT# ________GPIS# ________E/C# 0000203398D/E# 0000156904WARD# ________

ISSUED FOR APPROVAL


CHICAGO, IL 60607

PHONE: (312) 432-0076 FAX:(312) 432-0231



ALL CONDUIT AND MANHOLE INSTALLATIONS, REMOVALS, MODIFICATIONS, AND TEMPORARY WORK

SHALL BE DONE ACCORDING TO THE FOLLOWING NON-INCLUSIVE CONDITIONS:

SECTION 1.0 SCOPE OF WORK

SECTION 2.0 MATERIALS

SECTION 5.0 WORK

SECTION 6.0 SAFETY

SECTION 7.0 RESTORATION

SECTION 3.0 GENERAL NOTES

SECTION 4.0 EXISTING UTILITIES

OWNER: PECO AN EXELON COMPANY

CHRISTIAN STREET SERVICE BUILDING

PHILADELPHIA, PA 19146

ATTN: DERRICK R. WILLIAMS

NEW BUSINESS MANAGER

PHILADELPHIA REGION

OFFICE: (215) 731-3230

CONTRACTOR: T.B.D.

ENGINEER HBK ENGINEERING, LLC.

OF RECORD: 705 GENERAL WASHINGTON AVE

SUITE 500

NORRISTOWN, PA 19403

ATTN: JEFFREY MOORE, P.E.

OFFICE: (610) 879-7522


PECO WO # 14291197


ISSUED FOR APPROVAL

(NOT TO SCALE)

H

SUPERPAVE ASPHALT MIXTURE DESIGN, HMA WEARING

COURSE, RPS, PG 64-22, 0.3 TO <3 MILLION ESALS,

9.5 MM MIX, 1

1

2

" DEPTH, SRL-M.

SUPERPAVE ASPHALT MIXTURE DESIGN, HMA BINDER


19.0 MM MIX, 2

1

2

" DEPTH.

SUPERPAVE ASPHALT MIXTURE DESIGN, HMA BASE COURSE,

PG 64-22, 0.3 TO <3 MILLION ESALS, 19.0 MM MIX,

8" DEPTH.

SUBBASE 6" DEPTH (NO. 2A) ON GEOTEXTILE, CLASS 4.

M

K

J

G

D

C

B

A

F

E

I

L

O

N

(NOT TO SCALE)

EXISTING GROUND

PLAIN CEMENT CONCRETE CURB (TYP)

SUPERPAVE ASPHALT MIXTURE DESIGN,

HMA WEARING COURSE, RPS, PG 64-22,

0.3 TO <3 MILLION ESALS, 9.5 MM MIX,

1

1

2

" DEPTH, SRL-M.

SUPERPAVE ASPHALT MIXTURE DESIGN, HMA

BINDER COURSE, RPS, PG 64-22, 0.3 TO <3

MILLION ESALS, 19.0 MM MIX, 2

1

2

" DEPTH.


BASE COURSE, PG 64-22, 0.3 TO <3 MILLION

ESALS, 19.0 MM MIX, 8" DEPTH.

SUBBASE 6" DEPTH (NO. 2A) ON GEOTEXTILE,

CLASS 4.

PAVEMENT BASE DRAIN (TYP)

CEMENT CONCRETE SIDEWALK (TYP)

2.0%

CENTER LINE

3.0%

MEDIAN

3.0%

MINIMUM WIDTH OF PAVEMENT AND

SUBBASE REPLACEMENT

NOTE: INSTALL ONE (1) #2 SOLID COVERED COPPER NEUTRAL

IN EACH DUCT BANK FROM MANHOLE TO MANHOLE.

DETAIL C-C

DETAIL D-D

DETAIL A-A

DETAIL B-B


CHICAGO, IL 60607

PHONE: (312) 432-0076 FAX:(312) 432-0231




PECO WO # 14291197


ISSUED FOR APPROVAL


CHICAGO, IL 60607

PHONE: (312) 432-0076 FAX:(312) 432-0231




PECO WO # 14291197


ISSUED FOR APPROVAL

47TH

STR

EE

T

48TH

STR

EE

T

WOODLAND AVEWOODLAND AVE

4741

4718 47164720

PROPOSED

PECO 6'x12'x9'

MANHOLE 259423

PROPOSED 17"x30"x18" HANDHOLE

TEMPORARY 21' OF 3-5" PVC

DUCTS (PECO). FOR DUCT CROSS SETION,

SEE DETAIL A-A ON SHEET 03.


DUCTS (PECO). FOR DUCT CROSS

SECTION, SEE DETAIL A-A ON SHEET 03.


DUCTS (PECO). FOR DUCT CROSS

SECTION, SEE DETAIL A-A ON SHEET 03.


DUCTS (PECO). FOR DUCT CROSS SECTION,

SEE DETAIL A-A ON SHEET 03.

EXCAVATION #4 PROPOSED 4'x4'

EXCAVATION TO EXPOSE EXISTING CW

DUCT PACKAGE AT APPROX. 3' DEPTH.


EXCAVATION TO EXPOSE EXISTING TC



EXCAVATION TO EXPOSE EXISTING TC



CHICAGO, IL 60607

PHONE: (312) 432-0076 FAX:(312) 432-0231



TASK 1 - C.O.C.U.

CIVIL WORK

PROPOSED PECO MANHOLE 259423

APPROXIMATELY (92.4' NNCL 48TH ST., 4.1' EECL WOODLAND AVE.) EXCAVATE AND INSTALL NEW FIELD-CAST 6'x12'x9'

2-WAY MANHOLE AROUND EXISTING PECO OWNED 8-3

1

2

" TC CONDUIT. POCKET NORTH WALL AND INSTALL TEMPORARY

3-5" PVC CONDUIT (DTS. 5, 6, & 8). INSTALL GROUND ROD. BACKFILL AND RESTORE TO PECO AND CITY STANDARDS. SEE

DESIGN AND MANHOLE DIAGRAM.

AREA OF TRANSITION

LOCATE, EXCAVATE, AND BREAK OUT WESTERN MOST 3

1

2

" TC DTS. 5, 6, & 8 FROM EXISTING MANHOLE 74037

APPROXIMATELY (187.2' SSCL 47TH ST. AND 3.7' EECL WOODLAND AVE.) INSTALL 3

1

2

" TC CONDUIT TO 5" PVC ADAPTERS ON

DTS. 5, 6, & 8 AS SHOWN ON DESIGN.

PROPOSED PECO HANDHOLE

EXCAVATE AND INSTALL PROPOSED 17"x30"x18" FLUSH-MOUNT HANDHOLE WITH LID (APPROXIMATELY 108.0' NNCL 48TH

ST., 5.5' WWCL WOODLAND AVE.) BACKFILL AND RESTORE TO PECO AND CITY STANDARDS. SEE DESIGN.

PROPOSED PECO MANHOLE 259423

INSTALL APPROXIMATELY 6' OF 3-5" PVC CONDUIT FROM NORTH WALL. STUB DUCTS 5' PAST CURB LINE BACKFILL AND

RESTORE TO PECO AND CITY STANDARDS. SEE DESIGN AND MANHOLE DIAGRAM.

AREA OF TRANSITION

INSTALL APPROXIMATELY 16' OF 3-5" PVC CONDUIT FROM AREA OF TRANSITION. STUB DUCTS 5' PAST CURB LINE

BACKFILL AND RESTORE TO PECO AND CITY STANDARDS.


AA AA

PROPOSED PECO CONDUIT EXCAVATION #1 (SEE DESIGN DRAWING AND MANHOLE DIAGRAM),

ON SIDEWALK APPROXIMATELY (182.8' SSCL 47TH ST., 4.2' EECL WOODLAND AVE.), EXCAVATE EXISTING TC DUCT

BANK AT A DEPTH OF APPROXIMATELY 2' BELOW GRADE AND EXPOSE EXISTING 2-1X350 + 2/0 NEUTRAL SECONDARY

SERVICE TAPS IN DT. #2 TO 4716 AND 4718 WOODLAND AVE AS SHOWN ON DESIGN DRAWINGS.

PECO WO # 14291197


ISSUED FOR APPROVAL

AA AA

PROPOSED PECO CONDUT EXCAVATION #2 (SEE DESIGN DRAWING AND MANHOLE DIAGRAM),



SERVICE TAPS IN DT. #2 TO 4714 WOODLAND AVE AS SHOWN ON DESIGN DRAWINGS.




SERVICE TAPS IN DT. #2 TO 4710 AND 4712 WOODLAND AVE AS SHOWN ON DESIGN DRAWINGS.


ON SIDEWALK APPROXIMATELY (108.1' NNCL 48TH ST., 5.5' WWCL WOODLAND AVE.), EXCAVATE EXISTING CW DUCT

BANK AT A DEPTH OF APPROXIMATELY 3' BELOW GRADE AND EXPOSE EXISTING 3-1X4 SECONDARY SERVICE TAPS IN

DT. #1 TO STREET LIGHT AND 4741 WOODLAND AVE AS SHOWN ON DESIGN DRAWINGS.

NOTE:

TO BE DONE IN CONJUNCTION WITH WO #14291205, TASK 8, 9, AND 10.

NOTE:


NOTE:


NOTE:


EXISTING PECO MANHOLE

EXISTING VERIZON MANHOLE

EXISTING SEWER MANHOLE

EXISTING SEWER INLET

EXISTING SEWER SERVICE

EXISTING WATER VALVE VAULT

EXISTING WATER

EXISTING WATER VALVE

EXISTING FIRE HYDRANT

EXISTING GAS VALVE VAULT

EXISTING GAS VALVE

EXISTING MISC MANHOLE

EXISTING BOLLARD

EXISTING COLUMN

EXISTING FENCE

X X

EXISTING PECO

P P

EXISTING SANITARY SEWER

EXISTING SANITARY SEWER (24" AND LARGER)

EXISTING WATER (24" AND LARGER)

EXISTING GAS

EXISTING VERIZON

APPROXIMATE RIGHT OF WAY LINE

?

ABANDONED WATER

EXISTING MONITORING WELL

EXISTING UTILITY POLE

EXISTING STREET LIGHT

EXISTING STREET SIGN

EXISTING TRAFFIC LIGHT

EXISTING CONTROL BOX

EXISTING HANDHOLE

PROPOSED PECO CONDUIT

EXISTING ELECTRIC MANHOLE

EXISTING ELECTRIC

PROPOSED OPEN-CUT TRENCH

PROPOSED DUCT TRANSPOSITION

EXISTING TREE

EXISTING WATER BBOX

EXISTING WATER METER

EXISTING STEAM (TRIGEN)

EXISTING GRADE

V

EXISTING STORM SEWER

EXISTING STORM SEWER (24" AND LARGER)

NOT TO SCALE


CHICAGO, IL 60607

PHONE: (312) 432-0076 FAX:(312) 432-0231



EXISTING GAS (24" AND LARGER)

EXISTING SHRUB

EXISTING OIL (24" AND LARGER)


PECO WO # 14291213


ISSUED FOR APPROVAL


CHICAGO, IL 60607

PHONE: (312) 432-0076 FAX:(312) 432-0231



ALL CONDUIT AND MANHOLE INSTALLATIONS, REMOVALS, MODIFICATIONS, AND TEMPORARY WORK

SHALL BE DONE ACCORDING TO THE FOLLOWING NON-INCLUSIVE CONDITIONS:

SECTION 1.0 SCOPE OF WORK

SECTION 2.0 MATERIALS

SECTION 5.0 WORK

SECTION 6.0 SAFETY

SECTION 7.0 RESTORATION

SECTION 3.0 GENERAL NOTES

SECTION 4.0 EXISTING UTILITIES

OWNER: PECO AN EXELON COMPANY

CHRISTIAN STREET SERVICE BUILDING

PHILADELPHIA, PA 19146

ATTN: DERRICK R. WILLIAMS

NEW BUSINESS MANAGER

PHILADELPHIA REGION

OFFICE: (215) 731-3230

CONTRACTOR: T.B.D.

ENGINEER HBK ENGINEERING, LLC.

OF RECORD: 705 GENERAL WASHINGTON AVE

SUITE 500

NORRISTOWN, PA 19403

ATTN: JEFFREY MOORE, P.E.

OFFICE: (610) 879-7522


PECO WO # 14291213


ISSUED FOR APPROVAL

(NOT TO SCALE)

H

SUPERPAVE ASPHALT MIXTURE DESIGN, HMA WEARING


9.5 MM MIX, 1

1

2

" DEPTH, SRL-M.

SUPERPAVE ASPHALT MIXTURE DESIGN, HMA BINDER


19.0 MM MIX, 2

1

2

" DEPTH.

SUPERPAVE ASPHALT MIXTURE DESIGN, HMA BASE COURSE,

PG 64-22, 0.3 TO <3 MILLION ESALS, 19.0 MM MIX,

8" DEPTH.

SUBBASE 6" DEPTH (NO. 2A) ON GEOTEXTILE, CLASS 4.

M

K

J

G

D

C

B

A

F

E

I

L

O

N

(NOT TO SCALE)

EXISTING GROUND

PLAIN CEMENT CONCRETE CURB (TYP)

SUPERPAVE ASPHALT MIXTURE DESIGN,

HMA WEARING COURSE, RPS, PG 64-22,

0.3 TO <3 MILLION ESALS, 9.5 MM MIX,

1

1

2

" DEPTH, SRL-M.


BINDER COURSE, RPS, PG 64-22, 0.3 TO <3

MILLION ESALS, 19.0 MM MIX, 2

1

2

" DEPTH.


BASE COURSE, PG 64-22, 0.3 TO <3 MILLION

ESALS, 19.0 MM MIX, 8" DEPTH.

SUBBASE 6" DEPTH (NO. 2A) ON GEOTEXTILE,

CLASS 4.

PAVEMENT BASE DRAIN (TYP)

CEMENT CONCRETE SIDEWALK (TYP)

2.0%

CENTER LINE

3.0%

MEDIAN

3.0%

MINIMUM WIDTH OF PAVEMENT AND

SUBBASE REPLACEMENT

NOTE: INSTALL ONE (1) #2 SOLID COVERED COPPER NEUTRAL

IN EACH DUCT BANK FROM MANHOLE TO MANHOLE.

DETAIL C-C

DETAIL D-D

DETAIL A-A

DETAIL B-B


CHICAGO, IL 60607

PHONE: (312) 432-0076 FAX:(312) 432-0231




PECO WO # 14291213


ISSUED FOR APPROVAL


CHICAGO, IL 60607

PHONE: (312) 432-0076 FAX:(312) 432-0231




PECO WO # 14291213


ISSUED FOR APPROVAL

47TH

STR

EE

T

48TH

STR

EE

T


4741

4718 47164720

PREVIOUSLY INSTALLED (12) 5" FIBER CONDUIT - PECO ATTACHED TO BRIDGE. INSTALLED BY OTHERS.

(4) 5" PVC DUCTS (PECO). INSTALLED BY OTHERS.

PREVIOUSLY INSTALLED

17"x30"x18" HANDHOLE


PECO 6'x12'x9'

MANHOLE 259423

PROPOSED 28 FT. OF 12-5" PVC CONDUIT BETWEEN

PREVIOUSLY INSTALLED (PECO) MANHOLE 259423 AND

PREVIOUSLY INSTALLED 12-5" FIBER CONDUIT ATTACHED

TO BRIDGE BY OTHERS. FOR DUCT CROSS SECTIONS,

SEE DETAILS C-C AND D-D ON SHEET 03.

FOR PROFILE SEE SHEET 07.

PROPOSED 154 FT. OF 4-5" FIBER CONDUIT INSTALLED BY

OTHERS. BETWEEN (2) PROPOSED SEPTA MANHOLES

PREVIOUSLY INSTALLED. FOR DUCT CROSS SECTION, SEE

DETAIL A-A ON SHEET 03.

PROPOSED 116 FT. OF 12-5" FIBER CONDUIT INSTALLED BY OTHERS.

BETWEEN (2) PROPOSED SEPTA MANHOLES PREVIOUSLY INSTALLED.

FOR DUCT CROSS SECTION, SEE DETAIL D-D ON SHEET 03.



EXCAVATION TO EXPOSE EXISTING

DUCT PACKAGE AT APPROX. 1'-4" DEPTH.

47TH

STR

EE

T

48TH

STR

EE

T


4741

4718 47164720

PREVIOUSLY INSTALLED (12) 5" FIBER CONDUIT - PECO ATTACHED TO BRIDGE. INSTALLED BY OTHERS.

(4) 5" PVC DUCTS (PECO). INSTALLED BY OTHERS.


17"x30"x18" HANDHOLE


PECO 6'x12'x9'

MANHOLE 259423

PROPOSED 28 FT. OF 12-5" PVC CONDUIT BETWEEN

PREVIOUSLY INSTALLED (PECO) MANHOLE 259423 AND

PREVIOUSLY INSTALLED 12-5" FIBER CONDUIT ATTACHED

TO BRIDGE BY OTHERS. FOR DUCT CROSS SECTIONS,

SEE DETAILS C-C AND D-D ON SHEET 03.

FOR PROFILE SEE SHEET 07.

PROPOSED 154 FT. OF 4-5" FIBER CONDUIT INSTALLED BY

OTHERS. BETWEEN (2) PROPOSED SEPTA MANHOLES

PREVIOUSLY INSTALLED. FOR DUCT CROSS SECTION, SEE

DETAIL A-A ON SHEET 03.

PROPOSED 116 FT. OF 12-5" FIBER CONDUIT INSTALLED BY OTHERS.

BETWEEN (2) PROPOSED SEPTA MANHOLES PREVIOUSLY INSTALLED.

FOR DUCT CROSS SECTION, SEE DETAIL D-D ON SHEET 03.



EXCAVATION TO EXPOSE EXISTING

DUCT PACKAGE AT APPROX. 1'-4" DEPTH.


CHICAGO, IL 60607

PHONE: (312) 432-0076 FAX:(312) 432-0231




TASK 1 - C.O.C.U.

CIVIL WORK

PROPOSED 12-5" PVC CONDUIT

EXCAVATE AND INSTALL APPROXIMATELY 28 FT. CONCRETE ENCASED 12-5" PVC CONDUIT BETWEEN PREVIOUSLY INSTALLED

MANHOLE 259423 AND PREVIOUSLY INSTALLED 12-5" FIBER CONDUIT INSTALLED BY OTHERS. BACKFILL AND RESTORE TO PECO AND

CITY STANDARDS. SEE DESIGN AND MANHOLE DIAGRAM.


EXCAVATE AND INSTALL APPORXIMATELY 39 FT. OF CONCRETE ENCASED 4-5" PVC CONDUIT AND (4) 3

1

2

" TC TO 5" PVC ADAPTERS

BETWEEN PREVIOUSLY INSTALLED EASTERN MOST 12-5" FIBER CONDUIT INSTALLED BY OTHERS AND EASTERN MOST EXISTING 8-3

1

2

"

TC CONDUIT FROM EXISTING MANHOLE 74037 DTS. 1, 2, 3, & 4. BACKFILL AND RESTORE TO PECO AND CITY STANDARDS. SEE DESIGN.


EXCAVATE AND INSTALL APPROXIMATELY 39 FT. OF CONCRETE ENCASED 4-5" PVC CONDUIT AND (1) 3

1

2

" TC TO 5" PVC ADAPTER

BETWEEN PREVIOUSLY INSTALLED EASTERN MOST 12-5" FIBER CONDUIT INSTALLED BY OTHERS AND EASTERN MOST EXISTING 8-3

1

2

"

TC CONDUIT FROM EXISTING MANHOLE 74037 DTS. 5, 6, 7, & 8. BACKFILL AND RESTORE TO PECO AND CITY STANDARDS. SEE DESIGN.


ON SIDEWALK APPROXIMATELY (227.7' SSCL 47TH ST., 4.7' EECL WOODLAND AVE), EXCAVATE EXISTING DUCT BANK AT A DEPTH OF

APPROXIMATELY 1'-4" BELOW GRADE AND EXPOSE EXISTING 2-1X350, 1X2/0 SECONDARY SERVICE TAPS IN DUCT TO STREET LIGHT AS

SHOWN ON DESIGN DRAWINGS.

A

A

A

A

A

A

A

A

C

C

D

D

B

B

PECO WO # 14291213


ISSUED FOR APPROVAL

B

B

NOTE:

TO BE COMPLETED AFTER WO #14291206, TASK #2-3.

NOTE:

TO BE COMPLETED AFTER WO #14291206, TASK #8.

0+00 0+50

95.00

85.00

90.00

75.00

80.00

100.00

105.00

65.00

70.00

0+00.00 TO 0+63.91

60.00

55.00

95.00

85.00

90.00

75.00

80.00

100.00

105.00

65.00

70.00

60.00

55.00

PROFILE BETWEEN PROPOSED PECO MANHOLE 259423 AND

PREVIOUSLY INSTALLED 12-5" DUCTS (BY OTHERS)

PROPOSED PECO

MH 259423

GROUND ROD

PROPOSED LIMITS OF SHORING

PROPOSED 64' OF 12-5"

PVC DUCTS.

FOR DUCT CROSS-SECTION, SEE

DETAIL C-C ON SHEET-03.

FOR DUCT CROSS-SECTION, SEE

DETAIL D-D ON SHEET-03.

PROPOSED TIE-IN

TO PREVIOUSLY

INSTALLED 12-5"

FIBER DUCTS

0+00 0+50

95.00

85.00

90.00

75.00

80.00

100.00

65.00

70.00

60.00

55.00

95.00

85.00

90.00

75.00

80.00

100.00

65.00

70.00

60.00

55.00

50.00 50.00

0+00.00 TO 0+41.31

PROFILE BETWEEN PREVIOUSLY INSTALLED 8-5" DUCTS (BY OTHERS) AND

EXISTING 8-5" PECO DUCTS

PROPOSED LIMITS OF SHORING

PROPOSED 42' OF 8-5" PVC DUCTS. FOR

DUCT CROSS-SECTION, SEE DETAIL B-B

ON SHEET-03.

PROPOSED TIE-IN TO

PREVIOUSLY

INSTALLED 8-5"

FIBER DUCTS

PROPOSED TIE-IN

TO EXISTING 8-5"

DUCTS


CHICAGO, IL 60607

PHONE: (312) 432-0076 FAX:(312) 432-0231




PECO WO # 14291213


ISSUED FOR APPROVAL

12

34

5

67

89

10

11

12

13

14

15

16

17

18

19

20

12

34

5

67

89

10

11

12

13

14

15

16

17

18

19

20

REVISION: A1DATE: 12-01-16

S 48TH ST

WO

OD

LAN

D A

VE

ISSUED FORAPPROVAL

PE-ST-90/SHEET-05

(CIVIL DESIGN)

TASK #1

INSTALL MANHOLES AND DUCTS

PHASE I

WO #14291197

12

34

5

67

89

10

11

12

13

14

15

16

17

18

19

20


S 48TH ST

WO

OD

LAN

D A

VE

ISSUED FORAPPROVAL

PE-ST-90/SHEET-05

(CIVIL DESIGN)

TASK #1


PHASE II

WO #14291213

12

34

5

67

89

10

11

12

13

14

15

16

17

18

19

20

12

34

5

67

89

10

11

12

13

14

15

16

17

18

19

20


WO

OD

LAN

D A

VE

S 47TH ST

ISSUED FORAPPROVAL

PE-ST-90/SHEET-05

(CIVIL DESIGN)

TASK #1


PHASE I

WO #14291197

12

34

5

67

89

10

11

12

13

14

15

16

17

18

19

20


WO

OD

LAN

D A

VE

S 47TH ST

ISSUED FORAPPROVAL

PE-ST-90/SHEET-05

(CIVIL DESIGN)

TASK #1


PHASE II

WO #14291213

S 48TH ST

WO

OD

LAN

D A

VE

12

56

34

78

87

43

65

21


ISSUED FORAPPROVAL

PE-ST-90/SHEET-05

(CIVIL DESIGN)

TASK #1


PHASE I

WO #14291197

0& - septa · pdf fileplain cement concrete curb (typ) superpave asphalt mixture design,...

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