Plans Bid 2901-20636.pdf

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(S .R

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5)

WORK NO. W-20636-DG

WATER MAIN RELAY PROJECT

HAVERFORD AVE. (S.R. 3018), GIRARD AVE., STILES

ST., AND 63RD ST. (S.R. 3015)

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6' -3

PROPOSED PECO 21"X22" DUCT

(4) 5" PVC, 4'-0"± COV.

4' -1

1"

SECTION A-A

15'-6"

PROPOSED 12" WATER MAIN,

4'-0" COV. (TO BE ABANDONED)

(SEE SPECS)

A

A

A

A

6' -3

PROPOSED PECO 21"X22" DUCT

(4) 5" PVC, 4'-0"± COV.

4' -1

1"

PROPOSED 8" DUCTILE IRON WATER MAIN, 4'-0" COV.

PROPOSED 12" DUCTILE IRON

WATER MAIN, 4'-0" COV.

(TO BE ABANDONED)

(TO BE ABANDONED)

13'-0"

'-6

(SEE SPECS)

(SEE SPECS)

(SEE SPECS)

(SEE SPECS)

(TO BE ABANDONED)

'-2

HAVERFORD AVENUE (S.R. 3018)

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MATCH LINE SEE SHEET W-11

AA

N . 6

3R D

T.

(S

.R . 3

5)

NOTE:

CAUTION - ELECTRIFIED AERIAL PECO LINES AND SEPTA

CATENARY LINES EXIST IN 63RD STREET AND HAVERFORD

AVENUE. SEE SPECIFICATIONS FOR REQUIREMENTS.

PROVIDE 5'-6" COVER MINIMUM FOR ALL WATER MAINS

CROSSING SEPTA TROLLEY TRACKS.

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MAIN, 4'-0" COV., BY OTHERS

(UNDER PWD WORK NO. W-20579-D)

7'-8"12'-0"

PROPOSED STORMWATER BUMPOUT, BY OTHERS

(UNDER PWD WORK NO. S-50372-RDG)

PROPOSED 8" DUCTILE IRON WATER MAIN,

4'-0" COV., BY OTHERS

(UNDER PWD WORK NO. S-50372-RDG)

15'-0"

SUPPORT & PROTECT EXISTING VALVE

DURING WATER MAIN INSTALLATION

PROPOSED 8" DUCTILE IRON

WATER MAIN, 4'-0" COV.

PROPOSED 8" DUCTILE IRON

WATER MAIN

PROPOSED 12" DUCTILE IRON

WATER MAIN, 4'-0" COV.PROPOSED 8" DUCTILE IRON

WATER MAIN, 4'-0" COV.

PROPOSED 12" DUCTILE IRON

WATER MAIN, 4'-0" COV.

(TO BE ABANDONED)

(SEE SPECS)

PROPOSED 8" DUCTILE IRON WATER MAIN,

4'-0" COV.

SECTION B-B

9'-0"

PROPOSED 12" WATER

MAIN, 4'-0" COV.

(TO BE ABANDONED)

(SEE SPECS)

B

B

B

B

PROPOSED 8" DUCTILE IRON WATER

MAIN, 4'-0" COV., BY OTHERS

(UNDER PWD WORK NO. W-20579-D)

7'-8"12'-0"

PROPOSED STORMWATER BUMPOUT, BY OTHERS

(UNDER PWD WORK NO. S-50372-RDG)

PROPOSED 8" DUCTILE IRON WATER MAIN,

4'-0" COV., BY OTHERS

(UNDER PWD WORK NO. S-50372-RDG)

PROPOSED 8" DUCTILE IRON WATER MAIN,

4'-0" COV., BY OTHERS

(UNDER PWD WORK NO. W-20673-D)

15'-0"

SUPPORT & PROTECT EXISTING VALVE

DURING WATER MAIN INSTALLATION

PROPOSED 8" DUCTILE IRON

WATER MAIN, 4'-0" COV.

PROPOSED 8" DUCTILE IRON

WATER MAIN

PROPOSED 12" DUCTILE IRON

WATER MAIN, 4'-0" COV.PROPOSED 8" DUCTILE IRON

WATER MAIN, 4'-0" COV.

PROPOSED 12" DUCTILE IRON

WATER MAIN, 4'-0" COV.

(TO BE ABANDONED)

(TO BE ABANDONED)

(TO BE ABANDONED)

5'-0"

9' -0

'-6

9' -0

(SEE SPECS)

(SEE SPECS)

9'-6"

PROPOSED 8" DUCTILE IRON WATER MAIN,

4'-0" COV.

HAVERFORD AVENUE (S.R. 3018)

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-4 C

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W. THOMPSON ST.

NOTE:

CAUTION - ELECTRIFIED AERIAL PECO LINES AND SEPTA

CATENARY LINES EXIST IN 62ND STREET AND HAVERFORD

AVENUE. SEE SPECIFICATIONS FOR REQUIREMENTS.

NOTE:

COORDINATE ALL WORK IN ROBINSON ST. NORTH OF

HAVERFORD AVE. WITH THE PROPOSED UNDER PWD WORK NO.

W-20579-D. (SEE SPECIFICATIONS)

NOTE:

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9' -0

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SECTION C-C

(TO BE ABANDONED)

9'-0"

PROPOSED 12" WATER

MAIN, 4'-0" COV.

(SEE SPECS)

C

C

C

C

(TO BE ABANDONED)

PROPOSED 12" DUCTILE IRON WATER MAIN, 4'-0" COV.

(TO BE ABANDONED)

(RECONNECT)

(TO BE ABANDONED)

'-6

9' -0

'-0

(SEE SPECS)

PROPOSED 8" DUCTILE IRON

WATER MAIN, 4'-0" COV.

'-0

HAVERFORD AVENUE (S.R. 3018)

N. 61ST ST.

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NOTE: FOR SECTION OF HAVERFORD AVENUE BETWEEN N. 61ST

STREET AND W. GIRARD AVENUE SEE SHEET W-5.

NOTE:

CAUTION - ELECTRIFIED AERIAL PECO LINES AND SEPTA

CATENARY LINES EXIST IN 61ST STREET AND HAVERFORD

AVENUE. SEE SPECIFICATIONS FOR REQUIREMENTS.

W. T

HOMPSON ST. NOTE:

SEE SPECIFICATIONS RELATIVE TO WORK IN THE VICINITY OF

THE PFD - FIRE STATION ENGINE 41/ LADDER 24/ MEDIC 23.

NOTE:

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5'-0"

PROPO

WATE

(UNDEPROPOSED 12" DUCTILE IRON

WATER MAIN, 4'-0" COV.

(SEE SPECS)

(TO BE ABANDONED)

(TO BE ABANDONED BY OTHERS

UNDER PWD WORK NO. S-41160-RD)

SECTION D-D

12'-0"

PROPOSED 12" WATER MAIN, 4'-0" COV.

(TO BE ABANDONED)

(SEE SPECS)

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D

D

5'-0"

PROPOSED 8" DUCTILE IRON

WATER MAIN, 4'-0" COV., BY OTHERS

(UNDER PWD WORK NO. S-41160-RD)

PROPOSED 12" DUCTILE

IRON WATER MAIN, 4'-0" COV.

(TO BE ABANDONED)

PROPOSED 12" DUCTILE IRON

WATER MAIN, 4'-0" COV.

'-0

(SEE SPECS)

(TO BE ABANDONED)

(TO BE ABANDONED BY OTHERS

UNDER PWD WORK NO. S-41160-RD)

HAVERFORD AVENUE (S.R. 3018)

D

M A

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W -4

W. G

IRARD AVE. N. 60TH ST.

NOTE:

CAUTION - ELECTRIFIED AERIAL PECO LINES AND SEPTA

CATENARY LINES EXIST IN 63RD STREET AND HAVERFORD

AVENUE. SEE SPECIFICATIONS FOR REQUIREMENTS.

PROVIDE 5'-6" COVER MINIMUM FOR ALL WATER MAINS

SECTION E-E

7'-0"

PROPOSED 8" WATER MAIN, 4'-0" COV.

(TO BE ABANDONED)

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PROPOSED 8" DUCTILE IRON WATER

MAIN, 4'-0" COV., BY OTHERS

(UNDER PWD WORK NO. S-50372-RDG)

PROPOSED 8" DUCTILE IRON WATER

MAIN, 4'-0" COV., BY OTHERS

(UNDER PWD WORK NO. S-50372-RDG)

PROPOSED STORMWATER STORAGE

TRENCH, BY OTHERS

(UNDER PWD WORK NO. S-50372-RDG)

PROPOSED 24" DIA. R.C.P., BY OTHERS

(UNDER PWD WORK NO. S-50372-RDG)

12'-0"

15'-0"

PROPOSED 8" DUCTILE IRON

WATER MAIN, 4'-0" COV.

PROPOSED 8" DUCTILE IRON WATER MAIN, 4'-0" COV.

(TO BE ABANDONED)

(TO BE ABANDONED)

7' -0

15'-0"

15'-0"

STILES STREET

N . F

EL

TO

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T.

N . 6

2N D

S T.

NOTE:

CAUTION - ELECTRIFIED AERIAL PECO LINES AND SEPTA

CATENARY LINES EXIST IN 63RD STREET AND HAVERFORD

AVENUE. SEE SPECIFICATIONS FOR REQUIREMENTS.

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12'-6"

'-0

'-0

SECTION F-F

(TO BE ABANDONED)

12'-0"

PROPOSED 8" WATER MAIN, 4'-0" COV.

(SEE SPECS)

F

F

F

F

PROPOSED 8" DUCTILE IRON

WATER MAIN, 4'-0" COV.

(TO BE ABANDONED)

(TO BE ABANDONED)

PROPOSED 8" DUCTILE IRON WATER MAIN, 4'-0" COV.

(SEE SPECS)

(SEE SPECS)

(SEE SPECS)

GIRARD AVENUE

N . 6

5T H

S T.

M A

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E T

W -8

E

N . S

IM

PS

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S T.

E

NOTE:

CAUTION - ELECTRIFIED AERIAL PECO LINES AND SEPTA

CATENARY LINES EXIST IN 63RD STREET AND HAVERFORD

AVENUE. SEE SPECIFICATIONS FOR REQUIREMENTS.

FULLY LINED STORAGE TRENCH 1559-01

(TO BE REPLACED)

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PROPOSED 8" DUCTILE IRON

WATER MAIN, 4'-0" COV.PROPOSED 8" DUCTILE IRON WATER MAIN, 4'-0" COV.

(TO BE ABANDONED)

(TO BE ABANDONED)

(TO BE ABANDONED)

(SEE SPECS) (SEE SPECS)

SECTION G-G

PROPOSED 8" WATER MAIN, 4'-0" COV.

(TO BE ABANDONED)

(SEE SPECS)14'-0"

5' -6

9'-2"

4' -6

4'-7" 5'-11"

PROPOSED STORMWATER 8" HDPE

PROPOSED STORMWATER 12" PP PIPE

11"

FULLY LINED STORAGE TRENCH 1559-01

(TO BE REPLACED)

G

G

G

G

PROPOSED 8" DUCTILE IRON

WATER MAIN, 4'-0" COV.

PROPOSED 8" DUCTILE IRON WATER MAIN, 4'-0" COV.

PROPOSED 8" DUCTILE IRON WATER MAIN, 4'-0" COV.

(TO BE ABANDONED)

(TO BE ABANDONED)

(TO BE ABANDONED)

(TO BE ABANDONED)

13'-0"

'-0

'-0

'-0

(SEE SPECS) (SEE SPECS)

GIRARD AVENUE

N . 6

4T H

S T.

M A

E

E T

W -9

F F

N . G

R O

SS

S

T.

M A

E

E T

W -7

E E

NOTE:

CAUTION - ELECTRIFIED AERIAL PECO LINES AND SEPTA

CATENARY LINES EXIST IN 63RD STREET AND HAVERFORD

AVENUE. SEE SPECIFICATIONS FOR REQUIREMENTS.

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PROPOSED 8" DUCTILE IRON WATER

MAIN 4' 0" COV BY OTHERS

9'-3"

PROPOSED STORMWATER STORAGE

TRENCH, BY OTHERS

(UNDER PWD WORK NO. S-50372-RDG)

SECTION H-H

6'-6"

PROPOSED 8" WATER MAIN, 4'-0" COV.

(TO BE ABANDONED)

(SEE SPECS)

H

H

H

H

PROPOSED 8" DUCTILE IRON WATER

MAIN, 4'-0" COV., BY OTHERS

(UNDER PWD WORK NO. S-50372-RDG)

9'-3"

PROPOSED STORMWATER STORAGE

TRENCH, BY OTHERS

(UNDER PWD WORK NO. S-50372-RDG)

PROPOSED STORMWATER STORAGE

TRENCH, BY OTHERS

(UNDER PWD WORK NO. S-50372-RDG)

PROPOSED 8" DUCTILE IRON WATER MAIN, 4'-0" COV.

(TO BE ABANDONED)

(TO BE ABANDONED)

PROPOSED 8" DUCTILE IRON

WATER MAIN, 4'-0" COV.

PROPOSED 8" DUCTILE IRON

WATER MAIN, 4'-0" COV.

(TO BE ABANDONED)

(TO BE ABANDONED)

13'-0"

13'-0"

5' -0

'-0

6' -6

(SEE SPECS)

(SEE SPECS)

(SEE SPECS)

(SEE SPECS)

(SEE SPECS)

(SEE SPECS)

6' -6

PROPOSED 8" DUCTILE IRON WATER MAIN, 4'-0" COV.

GIRARD AVENUE

N . 6

3R D

T.

. F

EL

TO

N S

T.

MATCH LINE SEE SHEET W-11

HH

MATCH LINE SEE SHEET W-10

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M A

E

E T

W -8

F F

(S .R

. 3

5)

NOTE:

CAUTION - ELECTRIFIED AERIAL PECO LINES AND SEPTA

CATENARY LINES EXIST IN 63RD STREET AND HAVERFORD

AVENUE. SEE SPECIFICATIONS FOR REQUIREMENTS.

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14'-9"

(RECONNECT)

(SEE SPECS)

SECTION J-J

13'-0"

PROPOSED 8" WATER MAIN, 4'-0" COV.

(TO BE ABANDONED)

(SEE SPECS)

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PROPOSED STORMWATER STORAGE TRENCH,

BY OTHERS (UNDER PWD WORK NO. S-50372-RDG)

14'-9"

PROPOSED 8" DUCTILE IRON WATER MAIN, 4'-0" COV.,

BY OTHERS (UNDER PWD WORK NO. S-50372-RDG)

(RECONNECT)

(TO BE ABANDONED)

PROPOSED 8" DUCTILE IRON WATER MAIN, 4'-0" COV.

'-0

(SEE SPECS)

(SEE SPECS)

'-0

63RD STREET (S.R. 3015)

C A

LL

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W H

IL

L

ST

M A

E

E T

W -9

G G

NOTE:

CAUTION - ELECTRIFIED AERIAL PECO LINES AND SEPTA

CATENARY LINES EXIST IN 63RD STREET AND HAVERFORD

AVENUE. SEE SPECIFICATIONS FOR REQUIREMENTS.

KK

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(TO BE ABANDONED) (SEE SPECS)

SECTION K-K

13'-0"

PROPOSED 8" WATER MAIN, 4'-0" COV.

(TO BE ABANDONED)

(SEE SPECS)

(SEE SPECS)

K

K

K

K

PROPOSED 8" DUCTILE IRON WATER MAIN, 4'-0" COV.

(TO BE ABANDONED)

(TO BE ABANDONED)

'-0

(SEE SPECS)

(SEE SPECS)

63RD STREET (S.R. 3015)

M A

E

E T

W -2

A A

H

M A

E

E T

W -9

H

NOTE:

CAUTION - ELECTRIFIED AERIAL PECO LINES AND SEPTA

CATENARY LINES EXIST IN 63RD STREET AND HAVERFORD

AVENUE. SEE SPECIFICATIONS FOR REQUIREMENTS.

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16'-5"

9' -2

33'-10"10'-6"

8' -0

L

L

2' -9

5'

26'-1"

9' -2

5' -0

20'-0" TYP.

5' -1

1"

7'-3"

1' -4

6'

-1 0"

21'-3"

M

M

2'-2"

AASHTO #57 STONE PIPE BEDDING FOR

SUMPED UNDERDRAIN, BOTTOM ELEV. +133.60

6" DIA. V.C.P. SEWER LATERAL

8" SOLID PVC UNDERDRAIN @ 0.0% SLOPE

8" PERFORATED HDPE

UNDERDRAIN @ 0.0% SLOPE

8" PERFORATED HDPE

UNDERDRAIN @ 0.0% SLOPE

CLEANOUT (TYP.)

OBSERVATION WELL (TYP.)

4' OPEN MOUTH GRATE INLET

TC ELEV. +140.25

GRATE ELEV. +139.86

8" IN INV. ELEV. +134.10

CORED INTO INLET WITH 1/2" ORIFICE

15" INV. OUT ELEV. +132.97 TO SEWER

TOP OF STONE IN CARTWAY TO MATCH

BOTTOM OF CONCRETE ROAD BASE.

MAX ELEV. +139.93

12" PERFORATED PP

DISTRIBUTION PIPE @ 0.0% SLOPE

12" SOLID DI DISTRIBUTION

PIPE @ 0.0% SLOPE

4' GREEN HIGHWAY GRATE INLET

GRATE ELEV. +139.93

8" IN INV. ELEV. +137.42

12" OUT INV. ELEV. +136.93

SYSTEM 1559-01

1" = 20'-0" 1" = 5'-0"

12" PERFORATED PP

DISTRIBUTION PIPE @ 0.0% SLOPE

CLEAN WASHED AASHTO # 57

STONE WRAPPED IN GEOTEXTILE

AND GEOMEMBRANE AS INDICATED

ON PLAN AND SECTION

TOP ELEV. +139.93

BOTTOM ELEV. +134.43

3'x6' TREE PIT (TYP.)

25 LF OF 15" VCP LATERAL WITH 24"x15"

RCP WYE CONNECTION TO SEWER

(TO BE ABANDONED) 6"

M

IN

GEOMEMBRANE PIPE PENETRATION (TYP.)

CONTACT PWD CONSTRUCTION FOR

CONFIRMATION PRIOR TO MODIFYING

EXISTING SEWER LATERAL.

6" MIN.

PERFORATED PIPE

SOLID PIPE

CLEANOUT

OBSERVATON WELL

FLEXIBLE COUPLING

STORMWATER TRENCH

GEOMEMBRANE LINER

TREE PIT

4 FT. GREEN HIGHWAY GRATE INLET

4 FT. GREEN CITY INLET

4 FT. OPEN MOUTH GRATE INLET

4 FT. HIGHWAY GRATE INLET

CONCRETE APRON

DENOTES GREEN INLET

DENOTES 4' INLET

DENOTES INLET TO BE RECONNECTED TO

EXISTING PIPE

CURB RAMP

X C/R

LEGEND

(TO BE ABANDONED)

(TO BE ABANDONED)

(SEE SPECS)

PROPOSED 8" DUCTILE IRON

WATER MAIN, 4'-0" COV.

25 LF OF 15" VCP LATERAL WITH 24"x15"

RCP WYE CONNECTION TO SEWER

PROPOSED 8" DUCTILE IRON WATER MAIN, 4'-0" COV.

(TO BE ABANDONED)

33 LF OF 8" PERFORATED HDPE UNDERDRAIN

@ 0.0% SLOPE

14 LF OF 8" PERFORATED HDPE

UNDERDRAIN @ 0.0% SLOPE

32 LF OF 8" D.I. DISTRIBUTION PIPE @

0.5% SLOPE

12 LF OF 8" PVC SOLID UNDERDRAIN @ 0.0% SLOPE

12 LF OF 8" PVC SOLID

UNDERDRAIN @ 0.0%

SLOPE

SYSTEM 1559-01

5 2

397 8

33 LF OF 12"

PERFORATED PP

DISTRIBUTION PIPE

@ 0.0% SLOPE

12 LF OF 12" PERFORATED PP DISTRIBUTION

PIPE @ 0.0% SLOPE

21 3

3'x6' TREE PIT (TYP.)

FULLY LINED TREE TRENCH 1559-01-01

REPLACE FAI, TRAP, & PORTION

OF EXISTING LATERAL. ADJUST LATERAL 6" MIN.

BELOW PROPOSED 8" PVC UNDERDRAIN AND

RECONNECT TO EXISTING SAN. LATERAL. (2% MIN.

SLOPE. 1:1 MAX. SLOPE WITHOUT RISERS).

CONTACT PWD CONSTRUCTION FOR CONFIRMATION

PRIOR TO MODIFYING EXISTING SEWER LATERAL.

22.5° PIPE BEND

12 LF OF 12" DI SOLID DISTRIBUTION

PIPE @ 0.0% SLOPE

12" PP TO 12" DI FLEXIBLE COUPLING (TYP.)

45° PIPE BEND (TYP.)

N . 6

4T H

S T.

G R

O

SS

S T.

GIRARD AVENUE

NOTE:

WELDED PIPE BOOT SEAL MUST BE INSTALLED

AT ANY POINT WHERE A PIPE PENETRATES AN

IMPERMEABLE GEOMEMBRANE LINER

# COMPONENT ID COMPONENT TYPE PIPE LENGTH (FT)

1 G15590101-13-05 GREEN CITY INLET W/APRON N/A

2 G15590101-14-05 GREEN HIGHWAY GRATE INLET N/A

3 G15590101-20-05 DISTRIBUTION PIPE 57

4 G15590101-20-10 DISTRIBUTION PIPE 32

5 G15590101-21-05 UNDERDRAIN 71

6 G15590101-50-05 CLEANOUT N/A

7 G15590101-50-10 CLEANOUT N/A

8 G15590101-51-05 OBSERVATION WELL N/A

9 G15590101-51-10 OBSERVATION WELL N/A

10 G15590101-62-05 OMG INLET N/A

SYSTEM 1

SECTION L-L

PROPOSED 8" WATER MAIN, 4'-0" COV.

(TO BE ABANDONED)

14'-0"

8" PERFORATED HDPE

UNDERDRAIN @ 0.0% SLOPE

5' -6

9'-2" 4'-7"

GEOTEXTILE

AASHTO #57 STONE PIPE BEDDING

FOR SUMPED UNDERDRAIN,

BOTTOM ELEV. +133.60

CLEAN-WASHED AASHTO

#57 STONE

TOP ELEV. +139.93

BOTTOM ELEV. +134.43

FOLD GEOMEMBRANE LINER BENEATH

CONCRETE FOOTWAY (18" MIN.)

GEOMEMBRANE LINER

(TO BE REMOVED)

11"

12" PERFORATED PP DISTRIBUTION

PIPE @ 0.0% SLOPE

3'x6" TREE PIT (TYP.)

8'-0" 5'-0"

1'-6"

SET GEOMEMBRANE INTO CONCRETE BASE COURSE

(2" MIN. - 4" MAX.)

SECTION M-M

PROPOSED 8" WATER

MAIN, 4'-0" COV.

(TO BE ABANDONED)

14'-0"

8" PERFORATED HDPE

UNDERDRAIN @ 0.0% SLOPE

11" 4'-7"

12" PERFORATED PP

DISTRIBUTION PIPE @ 0.0% SLOPE

8" SOLID D.I. DISTRIBUTION

PIPE @ 0.5% SLOPE

4' GREEN CITY

INLET W/ APRON

TC EL. +140.70

GUTTER EL. +140.20

8" OUT INV. EL. +137.84

(TO BE REMOVED)

1' -1

6" M

IN

. 5'

-5

NOTES:

1. LOCATE PIPE OPENINGS TO PROVIDE MINIMUM 4" OF

CONCRETE BETWEEN TOP OF INLET BOX AND TOP OF

PIPE OPENING. (PENNDOT RC-46M). CURB ABOVE

INLET SHALL BE SUPPORTED WITH 2A STONE

BETWEEN TOP OF PIPE AND BOTTOM OF CURB.

CURB OUTSIDE OF INLET SHALL BE STANDARD

DEPTH.

2. FOOTWAY AND CARTWAY RESTORATION HAS BEEN

DRAWN FOR REFERENCE PURPOSES ONLY.

PAVEMENT RESTORATION QUANTITIES AND DESIGN

MUST CONFORM TO CURRENT PHILADELPHIA

STREETS DEPARTMENT STANDARDS FOR CITY

STREETS AND PENNDOT STANDARDS FOR STATE

ROUTES.

3. MINUMUM COVER FOR THERMOPLASTIC PIPE IN ROW

IS 2'.

4. PLUMBERS PLUG TO MAINTAIN WATERTIGHT SEAL

UNTIL CONSTRUCTION IS COMPLETE. PLUMBERS

PLUG TO BE REMOVED AT DIRECTION OF PWD.

PLUMBERS PLUG IS NOT TO EXTEND MORE THAN 2"

OUT FROM INLET WALL.

5. ALL JOINTS, ADJUSTMENTS, AND PIPE CONNECTIONS

MUST BE WATERTIGHT.

1" MIN. CLEARANCE

SEAL WITH

NON-SHRINK GROUT

STANDARD PWD OMG

FRAME & GRATE

FOOTWAY

TO SMP

2'-0"

8"

3'-0"

PROPOSED BOND

BREAKER TAPE

OR APPROVED EQUAL

CARTWAY

SEE NOTE 1

3' -6

" M

IN

8'

-0 " M

AX

"M

IN

SU

M

P

4' - 9 14"

PLUMBERS PLUG

SEE NOTE 4

6"

7" STANDARD

PENNDOT

PRECAST

CONCRETE

INLET BOX

MATCH EXISTING CURB

AND FOOTWAY

PROPOSED EXPANSION JOINT

6" MIN. OFFSET FROM CATCH BASIN

PERMANENT INLET

PROTECTION

SEE SPECIFICATIONS

B

B

6" MIN.

A

CURB PLACED ON TOP OF CATCH BASIN

A

SECTION B-B

SECTION A-A

PLAN

10'-0" CURB RESTORATION (TYP.)

SEE NOTE 3

2" MAX.

STANDARD CURB

6"

GREEN INLET MARKER LOCATION

SEE SPECIFICATIONS

SECTION B-B

FOOTWAY

CARTWAY

SE

E

NO

TE

CONCRETE APRON

SEE COMPONENT DETAIL

TO SMP

2" MAX.

1" MIN.

CLEARANCE

SEAL WITH

NON-SHRINK

GROUT

PLUMBER'S PLUG

WITH

WATERTIGHT SEAL

SEE NOTE 6

SEE NOTE 1

NOTES:

1. LOCATE PIPE OPENINGS TO PROVIDE

MIN. 4" OF CONCRETE BETWEEN TOP OF

INLET BOX AND TOP OF PIPE OPENING

(PENNDOT RC-46M).

2. OPEN MOUTH AT CURB FORMED IN TOP

OF INLET BOX.

3. MODIFIED PWD CITY INLET TOP SLAB.

OUTER DIMENSIONS REDUCED TO

MATCH PENNDOT BOX.

4. FOOTWAY AND CARTWAY RESTORATION

HAS BEEN DRAWN FOR REFERENCE

PURPOSES ONLY. PAVEMENT

RESTORATION QUANTITIES AND DESIGN

MUST CONFORM TO CURRENT

PHILADELPHIA STREETS DEPARTMENT

STANDARDS FOR CITY STREETS AND

PENNDOT STANDARDS FOR STATE

ROUTES.

5. MIN. COVER FOR THERMOPLASTIC PIPE

IN ROW IS 2'.

6. PLUMBERS PLUG TO MAINTAIN

WATERTIGHT SEAL UNTIL

CONSTRUCTION IS COMPLETE. PLUG TO

BE REMOVED AT DIRECTION OF PWD.

PLUG NOT TO EXTEND MORE THAN 2"

OUT FROM INLET WALL.

7. ALL JOINTS, ADJUSTMENTS, AND PIPE

CONNECTIONS MUST BE WATERTIGHT.

8. INSTALL PERMANENT INLET PROTECTION

PER SPECIFICATIONS.

A A

PLAN

B

B

TO

S

M P

CONCRETE APRON

SEE COMPONENT DETAIL

SECTION A-A

MATCH

EXISTING CURB

MATCH EXISTING

FOOTWAY

2'-0"

3'-0" 3'

-6 " M

IN

8' -0

" M

AX

" M

IN

SU

M

P

4' - 9 14" 6"

STANDARD

PENNDOT

PRECAST

CONCRETE

INLET BOX

7"

GREEN INLET MARKER

LOCATION

SEE SPECIFICATIONS

3" MIN.

6" MAX.

THROAT

WEED BARRIER SEE

SPECIFICATIONS SEE NOTE 3

NON-WOVEN GEOTEXTILE,

TOPS AND SIDES

FIRMLY PACKED SOIL PEDESTAL

SCARIFY SUBGRADE WHERE PLANTING

SOIL MEETS UNDISTURBED SOIL

NOTES:

1. TREE TO BE INSTALLED BY OTHERS

2. PLANTING SOIL SHALL BE A MINIMUM DEPTH OF 3'-0" UNLESS

OTHERWISE SPECIFIED.

3. INCLUDE STEEL WIRE STAPLES , SIX (6) INCHES LONG PER

MANUFACTURER SPECIFICATIONS.

4. EXTENTS OF STONE STORAGE AND SAND LAYER CAN VARY.

SCARIFY SOIL HORIZON WHERE

PLANTING SOIL MEETS UNDISTURBED

SOIL TO DEPTH OF SOIL PEDESTAL

CLEAN WASHED AASHTO

NO.57 STONE SEE NOTE 4

DISTRIBUTION PIPE

UNDISTURBED SOIL

3' -0

" M

IN

SE

E

NO

TE

PLANTING SOIL

6" SAND LAYER

6" GEOTEXTILE TUCK (TYP.)

STANDARD PENNDOT

PRECAST CONCRETE

INLET BOX

GREEN HIGHWAY GRATE INLET WITH

PROTECTION

TREE PIT IN STORMWATER TRENCH

(WITHOUT TREE)

GREEN CITY INLET

NOTES:

1. TO BE SET IN PWD INLET WITH RECESSED CONTROL

STRUCTURE.

2. ORIFICE SHOULD NOT BE DRILLED PRIOR TO AUTHORIZATION

BY PWD. PWD WILL REVIEW THE RESULTS OF THE DOUBLE

RING INFILTROMETER TESTS CONDUCTED AFTER SMP

EXCAVATION AND WILL CONFIRM ORIFICE DIMENSIONS.

HDPE TO PVC

FITTING

WATERTIGHT

BOOT COLLAR SEE

SPECIFICATIONS

SLOW RELEASE ORIFICE

INLET WALL

THREADED 8" PVC END

PLUG WITH NUT

12" CORED OPENING

INLET WALLDRILLED ORIFICE OPENING

(DIMENSION VARIES, SEE

NOTE 2)

THREADED PVC END

PLUG WITH NUT

DETAIL OF TRAP CONNECTION

1. 8" X 6" PVC WYE JOINT FOR INLINE

SECTION OR 8" 45° BEND AND 8" TO 6"

PVC REDUCER FOR END SECTION.

2. CONCRETE COLLAR TO BE POURED

SINGULARLY IN SOIL/GRASS OR

MONOLITHICALLY WITH FOOTWAY. THE

CONCRETE COLLAR MUST HAVE STONE

FOOTING. EXPANSION JOINT OR CAULK

MAY BE USED.

3. STORMWATER SOIL AND STONE SUBBASE

SURROUNDING CLEANOUT RISER MUST

BE COMPACTED TO ENSURE NO LATERAL

MOVEMENT PRIOR TO PLACEMENT OF

CONCRETE COLLAR.

4. PLACE THREE (3) LENGTHS OF REBAR

EVENLY SPACED AROUND COLLAR, AND 3"

FROM OUTER EDGE.

EXPANSION JOINT

(CONTINUOUS AROUND FRAME)

USED AS NECESSARY

6" PVC

45° BEND

PROPOSED 8" UNDERDRAIN /

DISTRIBUTION PIPE (TYP.)

CONCRETE COLLAR

SEE NOTE 2

CLEANOUT IN FOOTWAY

SURFACE

RESTORATION

(VARIES)

PHILADELPHIA WATER

CLEANOUT FRAME

PHILADELPHIA WATER

CLEANOUT COVER

SEE COMPONENT DETAILS

CLEANOUT

STANDARD PWD

TRAP

UNDERDRAIN

PIPE

UNDERDRAIN

PIPE

STANDARD PWD TRAP AND

CONNECTION TO SEWER

OUTLET PIPE

INVERT

UNDERDRAIN

INVERT

7-1/2" MIN.

SECTION B-B SECTION A-A

FROM SMP

B

B

A A

NOTES:

1. ALL CONCRETE COMPONENTS, INLET GRATE AND FRAME, INLET TRAP,

AND CONNECTION TO SEWER SHALL BE PWD STANDARD CONSTRUCTION.

2. HIGHWAY INLET DEPICTED; DESIGN IS GENERALLY APPLICABLE TO ALL

PWD STANDARD INLETS.

3. TOTAL EXTENSION OF UNDERDRAIN AND CAP ASSEMBLY INTO INLET TO

BE 2" FROM INLET WALL TO END OF CAP.

4. ALL JOINTS, ADJUSTMENTS, AND PIPE CONNECTIONS MUST BE

WATERTIGHT.

STANDARD PWD PRECAST

INLET BOX

UNDERDRAIN

EXTENSION

SEE NOTE 3

UNDERDRAIN

EXTENSION

SEE NOTE 3

PLAN

SLOW RELEASE

ORIFICE

SEE COMPONENT

DETAIL

SLOW RELEASE

ORIFICE

SEE COMPONENT

DETAIL

SLOW RELEASE ORIFICE

SEE COMPONENT DETAIL

WATERTIGHT

BOOT COLLAR

SEE SPECIFICATIONS

WATERTIGHT

BOOT COLLAR

SEE SPECIFICATIONS

STANDARD INLET WITH UNDERDRAIN CONNECTION

DEPRESS GUTTER 2" FROM PROJECTED GUTTER LINE AT OPENING PLAN

NOTES

1. MAXIMUM SLOPE OF APRON PARALLEL TO CURB IS 7H:1V

(15.0%), 12H:1V (8.5%) IS PREFERRED.

2. MAXIMUM SLOPE OF APRON PERPENDICULAR TO CURB

IS 7H:1V (15.0%), 12H:1V (8.5%) IS PREFERRED.

3. CONCRETE APRON THICKNESS TO MATCH BOTTOM OF

EXISTING CONCRETE BASE COURSE.

4. CONCRETE BASE COURSE MINIMUM THICKNESS IS 8" ON

CITY STREETS AND 10" ON STATE ROUTES.

SEAL JOINTS ON

ALL SIDES

2'-0"

2- 0"

2'-0" INLET OPENING (VARIES)

INLET TYPE VARIES

DEPRESS GUTTER

2" AT OPENING

EXISTING PAVEMENT

SECTION

MAXIMUM SLOPE 15.0%

SEE NOTES 1 AND 2

EDGE OF CONCRETE APRON 14" BELOW EDGE

OF PAVEMENT TO ENSURE POSITIVE DRAINAGE

EDGE OF CONCRETE APRON AT LEAST 14" ABOVE EDGE

OF INLET BOX TO ENSURE POSITIVE DRAINAGE

CONCRETE APRON

INLET OPENING FOR PIPE CONNECTION

WATERTIGHT BATTEN BAR (SEE

COMPONENT DETAIL)

GEOMEMBRANE LINER

(SEE PLAN AND SECTION FOR EXTENTS)

CONCRETE INLET CATCH BASIN

CAULK SEALANT

PIPE

A

A

EDGE OF INLET CATCH BASIN

(SIZE VARIES)

4" MIN

IF ANNULAR SPACE BETWEEN PIPE AND PIPE OPENING IS

GREATER THAN 1/2", FILL WITH NON-SHRINK GROUT

1/4" x 2-1/4" ANCHOR BOLT WITH WASHER AND NUT

MAX SPACING 8" O.C.

1/4" THICK SOLID NEOPRENE OR NITRILE PAD WITH TIGHT

BUTT-JOINTS

1/8" THICK BY 2" WIDE ALUMINUM BATTEN BAR

GEOMEMBRANE

PIPE WALL

ELEVATION VIEW OF INLET

SECTION A-A

GEOMEMBRANE PIPE PENETRATION AT INLET

1. THIS DETAIL APPLIES TO ALL PIPE PENETRATIONS THROUGH GEOMEMBRANE LINER. SEE PLANS

FOR LOCATION, PIPE SIZE, PIPE MATERIAL, AND PIPE ANGLE.

2. WELD CONNECTING PIPE BOOT TO SKIRT NOT NECESSARY IF PREFABRICATED.

3. FOR CORRUGATED PIPE, INSERT PIPE ADAPTERS TO CREATE SMOOTH SURFACE FOR CLAMPS.

GEOTEXTILE

CONTINUOUS EXTRUSION

WELD HOLDING PIPE BOOT

SKIRT TO MAIN LINER

PIPE BOOT

BACKFILL

GEOMEMBRANE

LINER

SOLID PIPE

AASHTO #57

STONE

GASKET/SEALANT

(SEE NOTE 3)

OUTER CAULK

BEAD

STAINLESS STEEL

CLAMPS

BOOT SLEEVE

PIPE WALL

(HDPE SHOWN)

GEOTEXTILE

SECTION

END VIEW

EXTRUSION WELD

(SEE NOTE 2)

CONTINUOUS STRIP OF NEOPRENE RUBBER

CUSHION BETWEEN CLAMP AND BOOT LINER

" M

IN

18" MIN

NOTES:

1. WELL COVER SHALL BE SECURED IN CONCRETE SURROUND (1'-4" TOTAL

DIAMETER) IF WELL IS NOT OTHERWISE SECURED BY SURFACE RESTORATION.

2. FOR OBSERVATION WELLS LOCATED WITHIN SURFACE SMPs, PVC CAP SHALL

EXTEND 3" ABOVE MAXIMUM PONDING DEPTH.

3. OBSERVATION WELLS LOCATED IN UNPAVED AREAS (NO SURFACE SMPs) SHALL

BE FLUSH WITH FINISHED GRADE.

4. OBSERVATION WELLS AREA TO BE LOCATED AS SHOWN ON PLANS.

5. FOR OBSERVATION WELLS LOCATED IN UNPAVED AREAS, PLACE THREE (3)

LENGTHS OF REBAR EVENLY SPACED AROUND COLLAR, AND 3" FROM OUTER

EDGE.

DUCTILE IRON BOLTED

OBSERVATION WELL COVER WITH

GRAY IRON FRAME, EAST JORDAN

IRON WORKS PRODUCT #00157024

OR APPROVED EQUAL

PVC CAP

FINISHED GRADE

BENTONITE/CEMENT SEAL

WITH WELL COVER

4" PVC SCHEDULE 40 PIPE

4" PVC SLOTTED WELL SCREEN 0.01

SLOT SIZE WITH PVC CAP. ATLANTIC

SCREEN AND MANUFACTURING INC.

ITEM #OES40400 OR APPROVED EQUAL

UNDISTURBED EARTH

SMP STONE

BACKFILL AS PER SPECIFICATIONS

OBSERVATION WELL IN PAVED AREA

SLOTTED WELL SCREEN SHALL

EXTEND FOR ENTIRE DEPTH

BOTTOM OF TRENCH

PVC CAP WITH PRIMER AND

SOLVENT CEMENT

6" MIN.

6"

SURFACE RESTORATION (VARIES)

VARIES: TYPICAL TO INVERT OF

SMP OR DESIGNATED

OBSERVATION DEPTH

GEOMEMBRANE LINER

3x3 8/8 WWM, PLACED IN

BOTTOM THIRD OF

CONCRETE RING

6" CONCRETE RING 2500 PSI

6" COMPACTED 2A STONE

6"

OBSERVATION WELL IN UNPAVED AREA

PVC CAP

6" 6"

HEIGHT VARIES

SEE NOTES 2 AND 3 ℄

PROTECTIVE CASING

SEE SPECIFICATIONS

1" (MIN.)

2"

5/8" DIAMETER REBAR (12"

LENGTH, TYP.)

SEE NOTE 5

1 4"

4"

2"

1"

CONCEALED PICKHOLE DETAIL

16"

16"1

4" 16"

SECTION A-A

2"

3 8"

Ø5 8"Ø11

4"

16"

PLAN

A A

B

B

SECTION B-B

2"

2"

10 7 16"

1'-21 2"

4"

4"

2"

3 8"

Ø5 8"

Ø11 4"

81 2" 10 1 2"

1' -2

1 2"

4"4"

16" DEEP

BOLT RECESS

2"

1"

R1 3 16"

1' -0

3 4"

SEE SPECIFICATIONS

FOR PRODUCT

NUMBER

NOTES:

1. BOLTS SHALL BE STAINLESS

STEEL AND LUBRICATED

PRIOR TO INSTALLATION.

A A

PLAN

SECTION B-B

B

B

SEE SPECIFICATIONS

FOR PRODUCT NUMBER

5/8" ENGRAVED LETTERS

(1) CONCEALED TYPE

SPECIAL PICK HOLE

(SEE DETAIL BELOW)

CUSTOM ENGRAVED

LOGO DESIGN

PWD CLEANOUT FRAME

PWD CLEANOUT LID

OBSERVATION WELL IN LINED TRENCH

GEOMEMBRANE PIPE PENETRATION