J01 Plans RLSC.pdf

:::1 --------------------------------------------------------------i-----------------------------------------------------.,-.... ..,. ..... ..-,-,.-.-

PROPOSED LIFT STATION PLAN SEE SHEET 11 - LIFT STATION DETAILS FOR

MH-00 DETAILS

/ PROPROSED 125 LF OF lHAJN-LINK FENCE AND GA TE(SEE DETAILS ON SHEET 12) ,---=:::::::::=------------ .., MH-00

STA. 0+()()

I I

I

I

SEE SHEET 7 - PROPOSED LIFT STATION

PLAN-VIEW & 8-PROPOSEDLIFTSTAT/ON

SECTION- VIEW FOR NEW LIFT STATION

PROPOSED 4• 45-DEGREE RJDI FITTING

PROPOSED 4• 45-DEGREE RJDI FITTING

I

I I

I

PROPOSED YARD HYDRANT, SEE SHEET 10

FOR DETAIL

PROPOSED 235 SF OF

CONCRETE DRIVEWAY

2104 ______________.

REMOVE AND REPLACE 42 LF -ti

OFCURB&GU~

i L -N

_ CONTRACTOR TO INS TALL A CONCRETE APRON

'N -

'[ 'N-----i \ ----- -ti -----\ '6, 'N

E:l f;J -----4"" -ti 0 (/2 -ti ti::

r..:i

MH-01

STA. 1+02

/NV. IN = (W) 2691.46'

/NV. OUT= (NE) 2691.36'

RIMEL. = 2706.1r

DEPTH = 15.83

10'OF 12"PVC@1.66%

C

/NV. IN= (SW) 2691.00'

!NV. IN= (NW) 2696.22'

/NV. IN= (NE) 2691.00'

/NV. OUT= (SE) 2691.00'

RIM EL. = 2700.5r

DEPTH= 16.57

EXISTING LIFT STATION WET WELL

/NV. IN= (NW) 2691.00'

/NV. OUT=(SE)2694.83'

RIMEL. =2707.74'

DEPTH= 20.74

SEE SHEET 5 FOR PLAN AND PROFILE VIEWS

OF OLD AND NEW WET WEU AUGNMENTS

PROPOSED 4" 45-DEGREE RJDI FITTING

CONNECT TO EXISTING FORCE MAIN

EXISTING LIFT STATION DRY WELL

/NV. IN= {NW) 2694.83'

RIM EL. = 2707.92'

DEPTH= 13.09

REMOVE AND REPLACE 176 SF

,.,. OF CONCRETE PAVEMENT

W----

' I

REMOVE AND REPLACE 16 SF

OF ASPHALT PAVEMENT

r-

TT\

XI

C)

XI

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4 or 12

PROPOSED

MH.()(J +--l+f--11--+--"k-b""-+---+-+--+---+-+--+-f---+---+-----l

STA. 0+00

/NV. OUT= (W) 2690.00' +--l+f--11--+--+-f---+---+-+--+---+-+--+-f---+---+-----l

RIM EL. = 2l06.B9' ROPOSED 84" x 84" RECTANGULAR DEPTH= 16•90 +-+-1+1----1<--<--»,o.....+ WET WELL AND DRY WELL SEE

SHEETS 1, 8, AND 11 FOR DEPTHS

f---+---+-+--+-+H+--H--+--11---f AND OTHER INFORMA T/ON

SEE SHEET 11 FOR INLET· +--14+--ll--+-611-+...4,.,._l-+--+-+--+---I-II-C-b,-<"-l-+-I---I

MANHOLE PLAN & PROPOSED 4" DI MJ

SECTION VIEW DETAILS +--1+1-H--hl>-ll--+--+---f- 45-DEGREE BEND +---+---+-+-+--I

(QUANTITY: 5)

t---+---+-t--+--+t+--ll:--t--tt--+--+----,1!-'tt pROPOSED123LF

OF 4• RJDI PIPE

EXISTING QUARTERS SANITARY

SEWER BRANCH CROSSING

CONNECT TO

EXISTING FORCE MAIN -f--+---1

2680 I I I I

- 0+50 0+00 0+50 1+00 1+50

2710 2710

EXISTING LIFT STATION PROFILE STA 0+00 TO 0+40

ET 11 FOR INLET..._

NHOLEPLAN&

ON VIEW DETAILS

SEE SHE

MA

SECT/

9' OF 8" DIP@ 0.00 "'

----- ~r----

- 0+50

EXISTING_"-

GRADE ~-

r---...

r-..

0+00 rJ I

I

I 2705 I

I

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I 2700

I I /i4"DIP

V

~ 2695 -

0+50

EXISTING LIFT STATION WET WELL

STA. 0+14

/NV. IN= (NW) 2691.00'

!NV. OUT= (SE) 2694.83'

RIMEL. =2101.14'

DEPTH= 20.74

5 or 12

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DEMOLITION OF EXISTING LIFT STATION

BOUNDARY OF EXISTING

CONCRETE PAD

DEMO EXISTING YARD HYDRANT

DEMo,b1sT1NG CRANE AND PEDESTAL

<:, --DEMO EXISTING CONTROL PANEL

OUTER DIAMETER OF EXISTING

LIFT STATION WcT Well

DEMO EXISTING PANEL

---- ,N

I C G"l

---- ~ ---- w ----t I

REMOVE EXISTING FENCE

EXISTING MH..(){)

p-s;.~-

TOREMAIN ~

!NV. IN= (SW) 2691.00' ~

!NV. IN= (NW) 2696.22' S

/NV. IN= (NE) 2691.00' ~

/NV. OUT=(SE)2691.00' ~

RIM EL. = 2700.57' S

OEPTH = 16.57 ~

s

ABANDON 14.3 LF OF 8" DIP S~

DEMO. EXISTING LIFT STATION WET WELL

/NV. IN= (NW) 2691.00'

!NV. OUT= (SE) 2694.83'

RIM EL. = 2707. 74'

DEPTH= 20.74

s ,...,.....-

ABANDON 14 LF 4• DIP SFM

DEMO. EXISTING LIFT STATION DRY WELL

/NV. IN= {NW) 2694.83'

RIM EL. = 2707.92'

DEPTH= 13.09

FOR PROFILE SEE SHEET 4

w ----- w ----L. w _/ z i5

SHEET

OF 12

' ~ :::1 --------------------------------------------------------------------------------------------------------------------------_.. ......... .,..,,_, i <ii

,:i::

r.l

NOTES:

LIFT STATION SHOWN WITH TOP SL.AB REMOVED.

INTERIOR OF CONCRETE WET WELL POLY LINED CONCRETE

STRUCTURE. EXTERIOR TO BE COATED WITH APPROVED

COAL TAR EPOXY COATING.

FACTORY COAT All DUCTILE IRON PIPE AND FITTINGS IN

BOTH THE VALVE VAULT AND THE WET WELL WITH APPROVED

FACTORY EPOXY COATING. PROVIDE S.S. WASHERS ON

EITHER END OF FLANGED CONNECTIONS TO PROTECT

COATING. DO NOT COAT S.S. WASHERS, NUTS AND BOLTS.

CONTRACTOR HAS THE OPTION TO PROVIDE FLANGED HOPE

PIPING WITH IN THE VAULT AS WELL.

ANY DAMAGE TO THE CONCRETE STRUCTURE INCLUDING

SPALLED CONCRETE SHALL BE RESTORED/CORRECTED WITH

CEMENT NON-SHRINK GROUT PER THE MANUFACTURERS

RECOMMENDATIONS.

AREA INSIDE THE FENCE SHALL BE BUILT UP TO THE

SUBGRADE ELEVATION 1637.25' WITH STRUCTURAL FILL,

COVERED WITH POLY SHEETING AND THEN COVERED WITH 3"

OF CRUSHED ROCK AS SPECIFIED TO A FINAL ELEVATION OF

1637.50'. CONCRETE PADS TO MATCH FINISHED ELEVATION OF

LIFT STATION COVER. ALL SUBGRADE SHALL BE SLOPED TO

DRAIN AWAY FROM ALL STRUCTURES.

SUMP PUMP DISCHARGE PIPE SHALL BE SUPPORTED BY WALL

BRACKETS PER SPECIFICATIONS.

CONTRACTOR TO INSTALL NEW 200 AMP

DISCONNECT AT THE PEDESTAL & CONNECT

TO A NEW METER, DISCONNECT SHALL BE ABLE TO BE

LOCKED TO PREVENT ACCESS. GETTING POWER TO THE SITE

AND THE INSTALLATION OF THE NEW METER Will BE PAID

FOR BY THE TRIBE. THE CONTRACTOR SHALL COORDINATE

THE INSTALLATION AND LOCATIONS OF THE METER WITH THE

POWER COMPANY.

AREA WITHIN THE LANDSCAPE EDGING OF THE PROJECT

SHALL CONSIST OF PIT-RUN GRAVEL FROM UNDISTURBED

EARTH TO FINISHED SUBGRADE.

INDEX

1. 12-INCH DR-11 PVC PIPE

2. VAUGHAN V3VN3VR SUBMERSIBLE SEWAGE

CHOPPER PUMPS.

3. 42" x 60" ACCESS HATCH

4. 4-INCH CL52 0.1. PIPE FACTORY COATED WITH

TNEMEC 431 EPOXY COATING SYSTEM OR EQUAL

5. 2-INCH S.S. PUMP GUIDE RAIL, CENTER OF RAIL

4.33" FROM CONCRETE EDGE BASED OF PUMP

MANUFACTURERS DIMENSIONS.

6. S.S. CHAIN

7. 4-INCH FLANGED SWING FLEX CHECK VALVE

8. 4-INCH FLANGED RESILIENT WEDGE GATE VAL VE

9. 4-INCH X 4-INCH FLANGED 0 .1. CROSS

10. 1-1/2 INCH SCH 40 S.S. PIPE & FITTINGS THROUGH

WALL

11 . SUMP PUMP

12. S.S. CHAIN HOOK

13. PVC SPLICE BOX W/ WATERTIGHT

CORD GRIP

14. GFI RECEPTACLE

15. GAS TIGHT RUBBER MODULAR SEAL W/ S.S. NUTS

&BOLTS

16. POLY WALL SLEEVE

17. FLOAT BRACKET

18. BOOT W/ S.S. CLAMP, TYP.

19. PRECAST DOUBLE BOX STRUCTURE

20. INTERIOR POLY LINER

21. 4-INCH STAINLESS STEEL MPT X

CAMLOCK FITTING W/A 4-INCH STAINLESS

STEEL PRESSURE RA TED DUST CAP

22. GUIDE RAILS WITH S.S. TRASH BASKET

CAPABILITIES

23. CORROSION RESISTANT, VAPOR TIGHT

LIGHT SWITCH WITH BLOWER THAT IS

ACCESSIBLE FROM ABOVE

24. 100 WATT INCANDESCENT MOUNTED

VAPOR TIGHT LIGHT (QTY. 2)

25. CONDUIT FOR SUMP PUMP CABLE AND

ELECTRICAL WIRING WITH STAINLESS STEEL

FASTENERS

26. GATE CATCH

27. 4-INCH FLANGED 0.1. 90• ELBOW

28. 30" x 36" ACCESS HATCH

29. VENTILATION BLOWER W/ 8-INCH S.S.

VENT W/TWO (2) 90• BENDS & #4 S.S.

MESH SCREEN

30. 4" STAINLESS STEEL VENT W/TWO (2)

90• BENDS & #4 S.S. MESH SCREEN, TYP.

31 . 2" COMBINATION AIR RELEASE VALVE (SEE

SHEET 37 FOR DETAIL OF AIR RELEASE

VALVE), 4"x4" CROSS SHALL BE FACTORY

TAPPED FOR THREADING 'Z' PIPE NIPPLE

32. 4" DISMANTLING JOINT

33. 24" x 24" ACCESS HATCH

FENCE MOUNTED FLOOD LIGHT

(SEE SHEET 13 FOR DETAIL)

CONDUIT FOR

OPERA T!ONAL

LIGHT

w

E

INSTALL NEW U.S.E. CABLE

UNDERGROUND FROM THE

NEW MOTOR CONTROL PANEL

TO THE 200 AMP DISCONNECT

E

FROM THE EXISTING LIFT STATION

E

2'X2' CONCRETE PAD

I o ----·o ----,,•.i;ic~ ==-======o==========o==========o========= o ========= o ======-== o +--=

II

j

I I I

II

II

IW

I i WETWELL VAULT COVER i (SEE SHEET 10 FOR DETAIL) I I 11

'I I '

II

II

II

" II

II

" II

, NON-SHRINK

GOUT, TYP.

t~~~~-=., ------ <, I I

::--- CONDUIT FOR

OPERATIONAL LIGHT II

II

II

II

II

II

3"RIGID

18 POLYSTYRENE INSULATION

4" MJ GATE VAL VE WIBOX &

INSTALL 1" PE WATER SERVICE LINE

CONNECT TO EXISTING 4" PVC WA TER MAIN

INSTALL 1 • CURB STOP

INSTALL YARD HYDRANT

(SEE SHEET 10 FOR DETAIL)

---- 0

12' WIDE 6" THICK CONCRETE SLAB WM(.1 REBAR

@ 18" O.C. EACH WAY. INSTALL EXPANSION JOINT

BETWEEN VAULT COVER. BROOM FINISH

CONCRETE CURB ANO

GUTTER TO BE REMOVED AND

APRON TO BE INSTALLED

INSTALL 12' DOUBLE SWING

FENCE GA TE FOR GENERA TOR

ACCESS

.: J •

INSTALL GRAVEL WITHIN

FENCE BOUNDARY EXCLUDING

LIFT STATION ANO CONCRETE

DRIVEWAY

INSTALL 126 LF

CHAIN LINK FENCE

ci_;

FENCE MOUNTED FLOOD LIGHT

(SEE SHEET 13 FOR DETAIL)

OL i[ 0 -- 0 -- 0 --

VALVE STEM EXTENSION L.

(SEE SHEET 11 FOR DETAIL)

0 ---- 0 ---- o ---- o ---- 0 ---- 0 ---- o ---- 0 0

(SEE SHEET 13 FOR DETAIL) _J

0 0

LIFT STATION • PLAN VIEW

SCALE: 1 •= 4'

INSTALL LANDSCAPE EDGING

2' PAST EDGE OF FENCING. SLOPE

4:1 TO MEET EXISTING GRADE

' ~ :::1--------------------------------------------------------------------------------------------------------------------------,,...--.... ---.-.......... INTERIOR OF CONCRETE WET WELL TO BE POL YLINEO. EXTERIOR TO BE COATED WITH i APPROVED COAL TAR EPOXY COATING.

"' FACTORY COAT All DUCTILE IRON PIPE ANO

~ FITTINGS IN BOTH THE VALVE VAULT ANO THE

- WET WELL WITH APPROVED EPOXY COATING.

'7 PROVIDE S.S. WASHERS ON EITHER ENO OF

!i; FLANGED CONNECTIONS TO PROTECT COATING.

DO NOT COAT S.S. WASHERS, NUTS ANO BOLTS.

"' CONTRACTOR HAS THE OPTION TO PROVIDE

~ FLANGED HOPE PIPING WITH IN THE VAULT AS

~ WELL.

gi ~ p..

a. ., <J

ANY DAMAGE TO THE CONCRETE STRUCTURE

INCLUDING SPALLED CONCRETE SHALL BE

RESTORED/CORRECTED WITH NON-SHRINK

CEMENT GROUT PER MANUFACTURER

RECOMMENDATIONS.

AREA INSIDE THE FENCE SHALL BE BUILT UP TO

THE SUBGRADE ELEVATION 2707.54' WITH

STRUCTURAL FILL, COVERED WITH POLY

SHEETING ANO THEN COVERED WITH 3" OF

CRUSHED ROCK AS SPECIFIED TO A FINAL

ELEVATION OF 2707.79'. CONCRETE PADS TO

MATCH FINISHED ELEVATION OF LIFT STATION

COVER. All SUBGRAOE SHALL BE SLOPED TO DRAIN AWAY FROM All STRUCTURES.

SUMP PUMP DISCHARGE PIPE SHALL BE

SUPPORTED BY WALL BRACKETS PER

SPECIFICATIONS.

BACKFILL AT A4:1 SLOPE FROM THE EDGE OF THE

LANDSCAPE EDGING TO THE EXISTING GRADE

AREA WITHIN THE LANDSCAPE EDGING OF THE

PROJECT SHALL CONSIST OF PIT-RUN GRAVEL FROM

UNDISTURBED EARTH TO FINISHED SUBGRAOE.

INSTALL CRANE W/ELECTRIC WINCH

ENSURE CORD Will REACH OUTLET

AT CONTROL PANEL

PROVIDE ADDITIONAL HOOK ---- ~ ,-.,

CONNECTED TO THE BOOM ~

WISS. CHAIN

INSTALL WET WELL

ACCESS DOORS (SEE

SHEET 12 FOR DETAIL)

INSTALL 3• LA YER OF

1• • 2 CRUSHED ROCK

WITHIN FENCE INTERIOR

AND 2' OUTSIDE OF FENG

OVER 10 Mil POLY SHEET li FINISHED GRADE ELEV.= 2706.88' <J I j a.

I ., ..

ti j ., <J ., g, I ., I I

J c., /ii Cal

1 INDEX ~ .,_ ________________ _

<J

<J ., 0 ...

a.

1. 12-INCH PVC PIPE@ 1% SLOPE

2. SUBMERSIBLE CHOPPER SEWAGE PUMP - VAUGHAN

MODEL V3VN3VR

3. 4-INCH FLANGED 0 .1. ELBOW, FACTORY COATED

WfTNEMEC PERMA SHIELD 431 OR EQUAL

4. 4-INCH Cl 52 0 .1. PIPE FACTORY COATED W/TNEMEC

PERMA SHIELD 431 OR EQUAL

5. 2-INCH S.S. PUMP GUIDE RAIL 6. S.S. CHAIN

6. S.S. CHAIN

7. 4-INCH FLANGED SWING FLEX CHECK VALVE

- 8. 4-INCH FLANGED RESILIENT WEDGE GATE VALVE i 9. 4-INCH X 4-INCH FLANGED 0 .1. CROSS o 10. STAINLESS STEEL PIPE SUPPORTS (4)

/ 11. 1-1/2 INCH SCH 40 S.S. PIPE & FITTINGS THROUGH

WALL

- 12. SUMP PUMP

13. 1-1/2 INCH SCH 80 PVC DISCHARGE PIPING

<n 14. 1-1/2 INCH SCH 80 PVC UNION

•• 15. 1-1/2 INCH PVC BALL CHECK VALVE

~ 16. MASTIC WRAP AND HYDROPHILIC BUTYL

WATERSTOP JOINT SEAL (SEE SHEET 37 FOR DETAIL)

17. S.S. CHAIN HOOK

~ 18. CONDUIT FOR SUMP PUMP CABLE & ELECTRICAL

~ WIRES

;f 19. PVC SPLICE BOX W/WATERTIGHT CORO GRIP ei (/l

GROUND WATER LEVEL UNKNOWN

20. CORROSION RESISTANT VAPOR TIGHT GFI RECIPTACLE

21. GAS TIGHTRUBBER MODULAR SEAL W/ S.S. NUTS &

BOLTS

22. POLY WALL SLEEVE WI WATER STOP

23. BOOT WI S.S.CLAMP

24. PRECAST CONCRETE DOUBLE BOX STRUCTURE

25. INTERIOR POLY LINER

26. STAINLESS STEEL TRASH BASKET GUIDE RAILS

27. STAINLESS STEEL TRASH BASKET GUIDE RAILS

SUPPORT BRACKETS .

28. STAINLESS STEEL TRASH BASKET

29. CORROSION RESISTANT, VAPOR TIGHT LIGHT SWITCH

AND BLOWER

30. 100 WA TT INCANDESCENT WALL MOUNTED

VAPOR TIGHT LIGHT, (QTY. 2)

31. 4-INCH FLANGED 0 .1. 90• ELBOW

32. INTERMEDIATE PUMP GUIDE RAIL SUPPORTS

33.VALVE VAULT VENTILATION BLOWER, SEE CSI 02539

34. 4-INCH S.S. VENT PIPING WfTWO (2) 90• BENDS &

#4 S.S. MESH SCREEN, TYP.

35. 2' WIDE S.S. VENT PIPE SUPPORTS (4' SPACING)

36. 4" SCH. 40 PVC PIPE

37. 4" DISMANTLING JOINT, STYLE OJ405 BY ROMAG

38. 2• COMBINATION AIR RELEASE VALVE,

4"x4" CROSS SHALL BE FACTORY TAPPED FOR

THREADING 2" PIPE NIPPLE

39. DRAIN PIPING FROM ARV SLOPED TO SUMP

40. TRANSDUCER FOR PLC WITHIN CONTROL PANEL

TOPSOIL, SEED, AND

PROVIDE EROSION

CONTROL BLANKETS

ON SLOPES TO

MEET EXISTING GRADE

INSTALL WATER STOP

ON All JOINTS

\_COMPACTED STRUCTURAL Fill

WITHIN LIFT STATION FENCED \

AREA ~

(95% STANDARD PROCTOR)

THIS PIPE CONNECTS

TO CONNECTION MANHOLE

SHOWN ON SHEET 11

INVERT El. = 2689.83'

ALARM FLOAT El. = 2688.83'

LAG PUMP ON FLOAT El. = 2687.83'

LEAD PUMP ON FLOAT El.= 2686.33'

COMMON PUMP OFF FLOAT El. = 2684.33'

EL. = 2681.33'

El. = 2680.33

LIFT STATION • SECTION VIEW

SCALE: 1 • = 4'

MOTOR CONTROL PANEL

(SEE SHEET 13 FOR DETAIL)

INSTALL FLOAT BRACKET

(SEE SHEET 13 FOR DETAIL)

INSTALL PVC CONDUIT

(SEE SHEET 13 FOR

DETAIL)

VALVE VAULT HATCH

(SEE SHEET 12 FOR DETAIL)

INSTALL LADDER WITH

TELESCOPIC SAFETY POST

(SEE SHEET 12 FOR DETAJLS)

3-INCH THICK RIGID

POLYSTYRENE

INSULATION

INSTALL FENCE ANO

FENCE POSTS (SEE

3' --111-- 2' SHEET15

FOR DETAIL)

INSTALL LANDSCAPE

EDGING AROUND

PERIMETER OF

CRUSHED ROCK

(SEE SHEET 15 FOR

DETAIL)

4" MJ GATE VALVE W!BOX

I TRANSITION FROM 0.1.

TO HOPE AT VALVE

(SEE SHEET 13 FOR DETAIL)

El. = 2694.55'

4"0/P e-----

6" SLOPING REINFORCED CONCRETE

FLOOR SLAB EL. 2691.55' ON THE SIDE

WALLS. SLOPE FLOOR FROM THE

SIDE WALLS TO THE TOP OF THE

SUMP AT El. 2691.20'

INSTALL 18" DIA. CONCRETE

SUMP WIGRA TE, PUMP, AND

FLOAT PER SPECIF/CATIONS

(SEE SHEET 13 FOR DETAIL)

COMPACTED ENGINEERED FILL

12" INTEGRAL BASE

WITH NO. 4 REBAR@ 6'

O.C.EACHWAY

OVER-EXCAVATE 24' AND PLACE GEO TEXTILE

FABRIC ON EXPOSED SUBGRADE. PLACE

LA YER OF COMPACTED, FREE DRAINING

CRUSHED ROCK CONSISTING OF

2-INCH TO 3-INCH MATERIAL. WRAP GEO TEXTILE

AROUND EDGES AND OVER TOP OF ROCK.

EXTEND ROCK 1' PAST EDGE OF MONOLITHIC

BASE

8 or 12

'-s

WET WELL 4" VENT

HINGED SIDE OF

ACCESS DOORS

LOCATION OF SEWAGE

GRINDER ACCESS DOOR

(2'.(J" X 2'.()" CLEAR OPENING)

OPENING FOR CONDUIT

--------- 9' _______ _, 1'-6"

1'-8"

LOCA T/ON OF PUMP

ACCESS DOOR (3'-6" X

S'.()" CLEAR OPENING)

I

I I t ----+-'T- j +---1

I I I I

I I I 1J I 14' I I L ______ l ) (

1'-8"

8 " VENT/LA TION BLOWER VENT

6"

3•.o· 1' T

LIFT STATION - COVER DIMENSIONS

SECURITY ROOF scum£ COVER (1/,s • THICK ALUMINUM)

ALUMINUM CURB LINER

POLYURETHANE SEALANT

SCALE: 1" = 4'

2" CONCRETE TOPPING ---------:-. ---,---:-'~ I/,,!

3• THICK RIGID ---------- ,J

POLYSTYRENE INSULATION --- - - - - - - - -

CONCRETE ANCHOR

REBAR

6" THICK PRECAST

CONCRETE TOP

STRUCTURAL SLAB

______-::_._4 ~I-'

ANCHOR SECURITY ROOF

SCUTTLE TO TOP OF

CONCRETE STRUCTURAL SLAB

STANDARD VAULT HATCH DETAIL

NOTTO SCALE

1'-8"

I I 1-

I

4" SUCTION VENT

HINGED SIDE OF

ACCESS DOOR

---f

LOCATION OF VALVE VAULT

30" X 39" ACCESS HATCH

HINGED SECURITY ROOF scum£

(1/,, • THICK ALUMINUM)

2" CONCRETE TOPPING

3" RIGID POLYSTYRENE

INSULATION

6" PRECAST CONCRETE

TOP STRUCTURAL SLAB

t i

4" STAINLESS STEEL VENT

WITWO (2) 90' BENDS &

#4 S.S. MESH SCREEN, TYP

HOIST PEDESTAL

1"CHAMFERON

EXPOSED EDGES

11" THICK REINFORCED CONCRETE

COVER W/#4REBAR@6"O.C. EACH

WAY ON TOP & #5 REBAR@ 6" O.C.

EACH WAY ON BOTTOM. PLACE

EXTRA #5 REBAR AROUND

DOOR OPENINGS

INSTALL¾"

EXPANSION JOINT

AND SEAL

2" THICK CONCRETE

TOPPING OVER INSULA T/ON

8" BLOWER W/WIRE MESH REINFORCEMENT

VENT OF 0.24 SQ. IN. PER FT.

#4 REBAR @6" O.C. EACH WAY

ON TOP AND BOTTOM & EXTRA

#4 REBAR AROUND OPENING

4 " SUCTION VENT

3" THICK RIGID POLYSTYRENE

INSULATION

#3 X 10' BAR (STR.)

@ 18" EACH WAY

LIFT STATION COVER

ANCHOR DOOR FLANGE TO

TOP OF STRUCTURAL SLAB

NOTTO SCALE

INSTALL ACCESS DOOR

SEAL PERIMETER WITH

POLYURETHANE JOINT SEALANT

STANDARD VALVE VAULT ACCESS HATCH

TOP RUNG FLUSH WITH

TOP OF COVER SLAB

GAL VAN/ZED STEEL

WALL ANCHOR

STRAPS ¾ • THICK

ALUMINUM TELESCOPIC

SAFETY POST

ALUMINUM LADDER

NONSKID STEPS

VAULT FLOOR

(SLOPED TO SUMP)

LIFT STATION - LADDER DETAIL

NOTTO SCALE

TELESCOPIC

SAFETY POST

3" RIGID POLYSTYRENE

INSULATION

VAULT WALL

3/8" THICK ALUMINUM

WALL ANCHOR STRAPS. MECHANICALLY

FASTEN TO LADDER RAIL BRACKETS (S.S.

CAP SCREWS). SECURE WALL STRAPS

TO CONCRETE WITH STAINLESS STEEL

WEDGE ANCHORS.

STANDARD LADDER SECTIONAL VIEW

NOTTO SCALE

or 12

'-s .... r------------------------------------------.-. ............... .....-.-._

CONDUIT HUBS FOR PUMP

AND TRANSOUCERIFLOA T

CABLES TOBE

NEMA 12{SCRU-TITE)

10Mll PE

SHEETING

MIN. 6" SAND BACKFILL

200 AMP U.S.E. CABLE

TO Mf=TER POLE

D D D

OPERATION LIGHT --------- . , __

"GREEN" ~

OPERATION LIGHT --------- : : __

"RED" ~

ALARM HORN '1

MOTOR

CONTROL

PANEL

i----- ALARM SILENCE BUTTON

1-----SWITCH W/OUTDOOR ENCLOSURE

FOR FLOODLIGHT

1-----20 AMP RECEPTACLE

SEALING LOCK NUT CROUSE-HINDS

CG SERIES OR EQUAL

PANEL STAND TO

COUNDUIT COUPLING FILLED

WITH SEALING COMPOUND,

DUXSEAL OR EQUAL

EXTENDEDPRECAST11"

THICK REINFORCED

CONCRETE TOP SLAB

BE SKIRTE:D WITH S.S.

LOUVERED PANELS

NON-SHRINK GROUT

WET WELL WALL

\. SCH 80 PVC CONDUIT

INTO Wf=T WELL WITH

CONDUIT HUB W/0

SHARP EDGES

WET WELL CONDUIT

SUPPORT (SEE THIS

SHEET FOR DETAIL)

STANDARD CONTROL PANEL DETAIL

NOTTO SCALE

11• TOP COVER

TO FLOOD LIGHTS

200 AMP U.S.E. CABLE TO ONSITE GENERA TOR

TO VAL VE VAULT (OVERALL POWER)

INSTALL (7) 2" & (2) 1" SCH 80 PVC CONDUITS THROUGH CONCRETE PAD. 2" CONDUITS

FOR MAIN ELECTRIC POWER, PUMP CABLES, TRANSDUCER AND FLOAT CABLES,

FUTURE SCADA AND GENERATOR CABLES, EACH HAVING LONG SWEEP 90'S AND

CONDUIT HUBS WITHOUT SHARP EDGES ON THE ENDS. 1" CONDUITS FOR FLOOD

LIGHT & VALVE VAULT WIRING (WITH LONG SWEEP 90).

EACH PUMP AND FLOAT CABLE MUST GO THROUGH AN INDIVIDUAL SEALING

LOCKNUT WHEN EXITING THE CONTROL PANEL.

ALARM LIGHTS SHALL BE FACED TOWARDS THE STREET FOR VISIBILITY

PROVIDE LED LIGHT INSIDE PANEL

?'MIN.BURY

TOP CAP WITH BOLTS

4"PVC ADAPTER SLIP x MPT

6.e X 10-10 REINFORCING

WIRE MESH

4"SCH40PVC

GEOTEXTILE ---

1" FNPT

t• HOPE WATER

SERVICE LINE

1" HOPE X 1• FPT

COMPRESSION

COUPLING

t• X 4" BRASS NIPPLE

INSTALL 3" WIDE STRIP OF

20 MILS POLYETHYLENE

AROUND PIPE UNDER

STAPLE

¾ • x 12" S.S. STAPLE

(DRIVE IN AT 45')

LOCKING VAL VE

BOXCOVER

"SEWER" ON COVER

NOTE: All GA Tc VALVES SHAU BE FITTE:D

WITH AN ADAPTER II CENTERING DEVICE

AT THE TIME OF CONSTRUCTION

ALUMINUM GRATE

,7 28"

PVC CONDUIT

I

PROVIDE POSITIVE DRAINAGE

AWAY FROM VALVE BOX

ADJUSTABLE

VALVE BOX

ET SCREW

I r 0

10·

L 1-112"

2' X 2' SQUARE CONCRETE PAD

S.S.RISER

DUAL CHECK VAL VE

5 CU. FT. CRUSHED ROCK SET

AGAINST UNDISTURBED EARTH

PtnESS ADAPTOR

---- DRAINAGE SECTION

• 4" X 8" X 16"SOLID

~ CONCRETE: BLOCK

UNDISTURBED SOIL

YARD HYDRANT

NOTTO SCALE

14" ------'

3", TYP

½,•HOLE FOR ANCHOR

(2 REQUIRED)

3/,,· x1·s.s. FLAT BAR

¼ • X 4" S.S. ROUND

STOCK (4 REQUIRED)

WELD

·~. . :. I 18" ------1=µ

VAL VE BOX ADAPTOR FLOAT SWITCH BRACKET

NOTTO SCALE

2- 112"

STANDARD SUMP DETAIL

NOTTO SCALE

WET WELL CONDUIT SUPPORT DETAIL

NOTTO SCALE

UNDISTURBED SOIL

GATE VALVE AND BOX

NOTTO SCALE SHEET

ti::

r.l

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