TITLE EXISTING CLEANOUT REMOVE EXISTING 90° BEND...

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3130 VERONA AVEBUFORD, GA 30518PHN (770) 932-2443FAX (770) 932-2490www.nyloplast-us.com

12 IN - 30 IN DRAIN BASIN & INLINE DRAINTURF TRAFFIC INSTALLATION

TITLE

THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHERGRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I ORCLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILLFOR SURFACE DRAINAGE INLETS SHALL BE WELL PLACED & COMPACTEDUNIFORMLY IN ACCORDANCE WITH ASTM D2321.

TOP SOIL

FRAME & GRATE/SOLID COVER

®

6" MIN

1. GRATES/SOLID COVERS SHALL MEET H-20 LOAD RATING FOR 30" PEDESTRIAN & 12" - 30" STANDARD & SOLID2. DESIGN SHOULD ACCOUNT FOR ROOT DEPTH TO ALLOW TURF TO GROW AND PREVENT EROSION AROUND GRATE SO THAT HAZARDS DO NOT FORM.

4" MIN ON 12" - 24"

12" MIN

BOTTOM FLANGE OFFRAME MUST BESUPPORTED BYCONCRETE COLLAR

4" MIN

BASIN DIAMETER 18"

EXISTING GRADE

PROPOSED BUILDING

PROPOSED GRADE

PROPOSED WALKWAY

AND RAILING

EL=134.4

EXISTING SIDEWALK

EXIST. SEWER LINE

INV=130.54

EXISTING 12"Ø

STORM SEWER

EL=124.4

PROPOSED 8" Ø HDPE

STORM SEWER

INV=128.7±

PROPOSED WATER

SERVICE 1"Ø

INV=129.4±

PROPOSED 1"Ø SCH11 HDPE

FORCE MAIN FROM EJECTOR

PUMP INV=131.3

PROPOSED GRADE

132.6±

FF=134.6

CONNECT FORCE MAIN

TO EXISTING SEWER LINE

2" PVC SCH40 SLEEVE

PROPOSED PUMP STATION

EL.=132.8

EL=128.8

PETER J. DOLCY

634 Lost Pine Way, Galloway , N.J. 08205 (609) 652 - 0105DUFFY DOLCY McMANUS & ROESCH

F

E

D

C

B

A

1 2

3 4 5 6 7 8

6

"

(M

IN

.)

COMPACTED CLEAN BACKFILL COMPACT IN

8" LIFTS TO MINIMUM DENSITY IN ACCORDANCE

WITH ASTM D 698 OR 92% OF OPTIMUM

DENSITY IN ACCORDANCE WITH ASTM D1557

1

5

"

Ø

P

I

P

E

PIPE DIA. + 2'-0"

MAXIMUM

4

"

(M

IN

.)

HIGH DENSITY POLYETHYLENEPIPE BACKFILL

NOTES: 1. INITIAL BACKFILL AND HAUNCHING SHALL BE

CLASS I OR II (ASTM D2321) GRANULAR TO 95%

STANDARD PROCTOR.

2. PIPE SHALL BE SMOOTH INTERIOR CORRUGATED

HIGH DENSITY POLYETHYLENE PIPE CONFORMING

TO AASHTO M294-TYPE S.

12"

SLOPE TRENCH SIDES PER

O.S.H.A. REQUIREMENTS

No Scale

(STONE BEDDING

REQUIRED IF

UNSUITABLE

MATERIAL IS

ENCOUNTERED

BEDDING

(COMPACTED CRUSHED STONE)

HAUNCHING

INITIAL BACKFILL

12"

1

'

(M

IN

.)

SLOPE TRENCH SIDES PER

O.S.H.A. REQUIREMENTS

FINAL GRADE

2"

DOWNSPOUT TO STORM SYSTEM

No Scale

CONNECT HDPE

STORM SEWER

SYSTEM WITH

REDUCING TEE OR

SADDLE TEE ADS

CATALOG # 1542N OR

EQUAL

TOPSOIL, FERTILIZE,

LIME AND SEED ALL

DISTURBED AREAS

CONCRETE SIDEWALK DETAIL

No Scale

4"

EXPANSION JOINTS SHALL BE

PROVIDED PER CODE AND WHERE

PAD ABUTS OTHER PAVED SURFACES.

COMPACTED SUBGRADE

95% STANDARD PROCTOR

CLASS "B" CONCRETE

DRAINAGE BASIN

No Scale

SANITARY SEWER CONNECTION DETAIL

No Scale

EXISTING SANITARY

SEWER LATERAL

EXISTING

CLEANOUT

PROPOSED

4" X 4" X

4"

OR 6" PVC

45° WYE

REMOVE EXISTING

90° BEND

PROPOSED

4" TO 1" R

EDUCER

PROPOSED 1" SDR21

PVC FORCE MAIN

WITH METAL TRACER

TAPE

L

DOWNSTREAM END

0.00% SLOPE

LOCATION Wo Do L W (d50) th COMMENT

CONDUIT OUTLET PROTECTION

FILTER FABRIC

FES #1FILTER FABRIC REQUIRED

W

No Scale

PLAN VIEW

th

Wo

3 Wo

15" 15" 9' 8' 3" 6"

3.5'

3.5'

PROPOSED SIGNS (APPROVED UNDER SEPARATE APPLICATION)

No Scale

THESE SIGNS HAVE BEEN APPROVED BY THE

ZONING BOARD UNDER A SEPARATE

APPLICATION. THESE SIGNS ARE SHOWN

HERE FOR INFORMATIONAL PURPOSE ONLY.

TOPSOIL, FERTILIZE, LIME &

SEED ALL DISTURBED AREAS

3.5'3.5'

3.5'

PROPOSED SANITARY SEWER FORCE MAIN PROFILE

30'

3'

1"=2' Vertical ~ 1"=20' Horizontal

GRAPHIC SCALE IN FEET

20'

2'

0' 10'

0' 1'

50'

5'

ZOELLER PACKAGED PUMP STATION

12"

SUPPORT STRAP

6"

EXTERIOR WALL

STANDARD DOWNSPOUT

COVER WITH WIRE MESH SCREEN

GRADE LINE

8" Ø HDPE

MODEL 840 CONTROL PANEL

ZOELLER MODEL 840 GRINDER PUMP

PANEL TO BE MOUNTED ON

BUILDING OR PEDESTAL.

STANDARD FEATURES:

NEMA 4X Thermoplastic Enclosure

UL Labeled

Automatic Reversing Circuitry

Simplex Configuration

Control Side Fuses

Control On/Off Switch

Lockable Hasp

HOA Switch(es)

I.E.C. Rated Motor Contactor(s)

120 Volt Control Circuit

Pump Circuit Breaker(s) or Motor Overload

Protection w/ Disconnect (3 Phase)

External High Water Alarm Light

Seal Fail Indication Light

Green Pump Run Light(s)

Capacitors and Start Relay (1 Phase)

Float Status Indicator Lights

Audible Alarm

Lighting Arrestor

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0+50
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1+00
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1+50
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132
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ELEVATION
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134
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133
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DISTANCE
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124
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0+12%%P
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0+45%%P
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0+81%%P
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1+06%%P
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PROFESSIONAL ENGINEER
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N.J. LICENSE No. 3033130331
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County of Gloucester State of New Jersey
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Block 301 P/O Lot 4
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CONSTRUCTION DETAILS
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REVISION
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No.
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c DUFFY, DOLCY, McMANUS & ROESCH 2005
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Dwn. By: AVD
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Scale: AS NOTED
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Chk. By: PJD
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Proj: 8517
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BY
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DATE
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\\Server\acad Files\projects\8517\WORKING DRAWING\8517_5_DETAILS.dwg
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Fd. Bk.
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TOWNSHIP OF FRANKLIN
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Date: 07-18-18
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Dwg. 5 of 6
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File No.
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NOTE: THIS DRAWING IS NOT VALID UNLESS A RAISED SEAL IS AFFIXED HERETO.
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REVISED PER GSCD COMMENTS
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1.
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DWB
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09-04-18
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TO BE MOUNTED ON BUILDING
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MODEL 840 ZOELLER PUMP
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EL. 130.3
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EL. 129.80
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EL. 129.30
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INV. 128.8
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4"PVC SCH40
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INV. 131.3
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6"THICK 3/4" CRUSHED STONE BEDDING
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6"THICK CONCRETE COLLAR, f'c=3000psi
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FG. EL 132.6
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EL.132.8132.8
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FIBERGLASS BASIN
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AUDIBLE ALARM AND ALARM LIGHT
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REVISED PER NJDEP COMMENTS
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2
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AVD
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04-18-19