title existing cleanout remove existing 90° bend...

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3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 12 IN - 30 IN DRAIN BASIN & INLINE DRAIN TURF TRAFFIC INSTALLATION TITLE THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE WELL PLACED & COMPACTED UNIFORMLY 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 & SOLID 2. 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 OF FRAME MUST BE SUPPORTED BY CONCRETE 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 - 0105 DUFFY DOLCY McMANUS & ROESCH F E D C B A 1 2 3 4 5 6 7 8 6" (MIN.) 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 15" Ø PIPE PIPE DIA. + 2'-0" MAXIMUM 4" (MIN.) HIGH DENSITY POLYETHYLENE PIPE 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 N o S cale (STONE BEDDING REQUIRED IF UNSUITABLE MATERIAL IS ENCOUNTERED BEDDING (COMPACTED CRUSHED STONE) HAUNCHING INITIAL BACKFILL 12" 1' (MIN.) 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" REDUCER 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 #1 FILTER 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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Page 1: TITLE EXISTING CLEANOUT REMOVE EXISTING 90° BEND …alianoconstruction.com/.../07/8517_5_DETAILS-Layout1-1.pdf · 2019. 7. 5. · HOA Switch(es) I.E.C. Rated Motor Contactor(s) 120

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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ELEVATION
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DISTANCE
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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