NOTE: NO PERMANENTLY AFFIXED LADDERS ARE PERMITTED IN WET WELL.

A

*

CAUTION

PUMP SEPARATION PER MANUFACTURER'S RECOMMENDATIONS

COORDINATE PUMP MINIMUM SPACING WI DISCHARGE PIPING LAYOUT

:10!------33>~

L 48"(MIN)

PLAN VIEW

ABBREVIATIONS

BFP - BACK-FLOW PREVENTER DI - DUCTILE IRON FG-FLANGED MJ - MECHANICAL JOINT PE - PLAIN END PS-PUMP STATION RJ - RESTRAINED JOINT SS - STAINLESS STEEL

SLOPE TO DRAIN TOP EL

-----t- ----o;-. '-, _J:_ - - -

-✓ ✓ -- ·-. .

(46 I 1

45 •.

' -- (44 -

(43J- ( __ / HIGH/HIGH ALARM EL ', __ ! \ (TRANSDUCER/FLOAT) 1

1

1

HIGHALARM& (, INVEL._ 1

~O~VE~RIBR~ID~EgONt!g!EL~--------==i=====~ Ii (TRANSDUCER/FLOAT) 1

1

LAG20NEL , (TRANSDUCER) LAG 1 ON EL (TRANSDUCER)

LEAD ON EL (TRANSDUCER) OVERRIDE OFF EL. (lRANSDUCER/FLOAT) ALL PUMPS OFF EL. (TRANSDUCER)

BOTTOM EL.

NOTE: 25' MAX. DEPTH

\ /

NOTTO SCALE

I

' ' '

' ' ' ' ' ' ---,,~

I

I

I

I

I

I I

' ' ' ' ' ' '

\ / i,-'

23 \ __ j

J

1

SECTION A-A NOTTO SCALE

. 1 21 _I

I I

,, 3 ',-_i/ -- -- i

2 - (54 _:

2 5)

' ' ' ' ' " ' I' I I

6

t1·. ,- ~ ' --

1- -I i -24" MIN. 30"MAX. 3

□

' '

7

:---

8

~/

' ' ' ' ' ' C

~------~

' .

(38)

-If--+--~ 11

-~-j--- 26 ) . /

--ll--+--+-------125 ) ~/ / / / <~-.,-r >

-(

I

-- -------:40)

/---------14 1

1 12 •

1.42 !

KEY: 1. _• FG 90' DI BEND (3 REQ)

2. 112" TAP wl 112' x 2" 316 SS NIPPLE & 112' LOCKABLE BALL VALVE wl SS BALL (5 REQ.) 3. ADJUSTABLE PIPE SUPPORT, SIZED AS REQUIRED (5 REQ)- SEE DETAIL, DRAWING M3 4. _. FG DI SPOOL PIECE, LENGTH AS REQUIRED (6" MIN)

5. _• FG IRON BODY SWING CHECK VALVE (3 REQ) PER APP. B

6. _• FG IRON BODY RESILIENT SEAT GATE VALVE (3REQ) 7. _• x_" FG DI TEE WI BOSS FOR 1" TAP (3 REQ)

8. AIR RELEASE ASSEMBLY TO INCLUDE 1" TAP WI 1' x 2" 316 SS NIPPLE, 1' SS TI-lREADED TEE, 1' x 112' SS

REDUCING BUSHING, 112' SS BALL VALVE WI 112" PVC THREADED PLUG, AND 1' SS BALL VALVE WI 1" PVC UNDER-SLAB DRAIN - SEE DETAIL, DRAWING M3

9. COMPOUND PRESSURE GAUGE (STAINLESS STEEL, SILICONE FILLED, WI SILICONE FILLED DIAPHRAGM SEAL),

PROVIDE ONE PER STATION. 10. ALUMINUM FRAME & TRIPLE ACCESS HATCHES, HINGED ON DISCHARGE PIPING SIDE CAPABLE OF BEING

SECURED IN THE OPEN POSITION. CONTRACTOR SHALL DRILL FOUR 112" DIA HOLES IN EACH HATCH COVER.

' REFER TO ELECTRICAL DRAWINGS (E1 - E4) FOR ELECTRICAL DETAILS, EQUIPMENT REQUIRED AND FOR COORDINATION OF MECHANICAL AND ELECTRICAL INSTALLATIONS

• ELECTRIC METER AND ALARM SILENCER

GATES TO OPEN OUTWARD 11' (MIN.)

15' (MIN.) DRIVEWAY

'.

'

I

4' ' 122 r

• 11. 6" AUXILIARY SUCTION PIPE ASSEMBLY-SEE DETAIL, DRAWING M2 12. _• FG DIP, LENGTI-l AS REQUIRED

9' MIN (MIN) • I

(311

A

15)

"----r I

116\----~ :

(53) -s::-- ---+ _.,,,. ><.

~~') I I I

>.)

13. _. FG 45' BEND

14. _• FG x PE DIP, LENGTI-l AS REQUIRED

15. _• MJ 90' BEND WI RESTRAINED JOINTS 16. _• PVC C900 WI RESTRAINED JOINTS AS REQUIRED (MIN DEPTH OF 48' TO CROWN OF PIPE)

17. _• x 6" FG REDUCER, AS NEEDED - ONLY FOR PUMP STATIONS WI 8' OR LARGER DISCHARGE PIPING

18. 6" FG RESILIENT SEAT GATE VALVE 19. S' FG SWING CHECK VALVE PER APP. B

20. 6" FG 45" BEND 21. EMERGENCY BYPASS/PUMP-IN 6" CAMLOCK COUPLER WI 6"x4' REDUCING CAMLOCK WICAP, SEE DRAWING M2

22. OPENING IN CONCRETE SLAB, GRAVEL FILLED - MINIMUM 6" CLEARANCE AROUND PIPE 23. 314" DIA. SS ANCHOR BOLTS & NUTS (DOUBLE NUTS) PER PUMP MANUFACTURER'S RECOMMENDATIONS, EPOXIED

INTO BASE SLAB 24. PUMP- HYDROMATIC NON-CLOG OR APPROVED EQUAL WI FRONT LOAD RAIL SYSTEM (3 REQ)

25. BASE ELBOW TO BE PROVIDED BY PUMP SUPPLIER (3 REQ)

'ALARM HORN &BEACON

• JB4

• JB1 -

• AREA LIGHT

• RTU/CONTROL PANEL

26. _• FG 45' BEND, AS REQUIRED FOR DISCHARGE PIPING OFFSET, LOCKING WASHERS REQ'D FOR ALL FG CONNECTIONS

IN WET WELL ' MAIN DISCONNECT

27. _• x_" FG REDUCER (3 AS REQUIRED), LOCKING WASHERS REQ'D FOR ALL FG CONNECTIONS IN WET WELL

28. _• 316L SS FLANGED DISCHARGE PIPING, LENGTH AS REQUIRED. LOCKING WASHER REQ'D FOR ALL FG CONNECTIONS

IN WET WELL 29. PUMP POWER CABLE 30. PUMP LIFTING CABLE (3/8" 316 SS) WI 4" 316 SS RINGS LOCATED @5-FT INTERVALS

31. _" FG DI PIPE, LENGTH 36" 32. NIA 33. 316 SS POWER AND TRANSDUCER CABLE HOOKS-SEE DETAIL, DRAWING M2

34. 316 SS CABLE HANGER FOR LEVEL FLOAT SWITCH CABLES - SEE DETAIL, DRAWING M2

35. LEVEL FLOAT SWITCHES (3 REQ'S), TO SERVE AS BACK-UP TO PRESSURE TRANSDUCER

36. PRESSURE TRANSDUCER FOR WATER LEVEL CONTROL, SUSPENDED FROM CABLE HOOK. SET AT 18 INCHES ABOVE BOTTOM 37. 2" (O.D.) 316 SS GUIDE RAILS, FRONT MOUNT (2 PER PUMP), OR PER PUMP MANUFACTURER'S RECOMMENDATION 38. 316 SS INTERIOR PIPE SUPPORT -SEE DETAIL, DRAWING M3

39. ELASTOMERIC GASKET 40.

41.

42. 43. 44.

45.

46.

NON-SHRINK GROUT FILLET ALL AROUND, 4000 PSI CONCRETE WI MAX AGGREGATE SIZE OF 318" & MIN.

SLOPE OF 1:1 (MAX WIDTH/HT. OF 2-FT), TO BE COATED WI INTERIOR WETWELL PROTECTIVE COATING (SEE #45)

FIRST WET WELL RISER SECTION & BASE SLAB SHALL BE MONOLITHICALLY OR INTEGRALLY CAST PER ASTM C478 - REFER TO STRUCTURAL DRAWING 51-$4 LEVEL COURSE OF CRUSHED STONE - 6" MIN. THICKNESS

PVC, C900, INFLUENT GRAVITY MAIN, TO EXTEND 4" INSIDE WET WELL FLEXIBLE BOOT, FOR INSIDE DROP, SEE DETAIL M3

WET WELL INTERIOR PROTECTIVE COATING

• CELLULAR ANTENNA

2" SLOPE TO DRAIN j_

C---~~~'=----~--~- 47. 48. 49. 50.

ELECTRICAL CONDUITS (SCH 80 PVC, 2' MIN.), INSTALLED UNDER GRADE SLAB AND CENTERED IN WET WELL TOP SLAB,

FIVE TOTAL-SEE ELECTRICAL DETAILS AND STRUCTURAL DRAWING 51-$4 GRADE SLAB - REFER TO STRUCTURAL DRAWING 51-S4

WET WELL TOP SLAB-REFER TO STRUCTURAL DRAWING 51-$4

LINK SEAL ' . _· , .• - I \.

FINISHED GRADE

PUMP STATION DATA:

1. ADDRESS

2. POWER CO. METER NO.

51.

52. 53.

1' BRASS WATER SERVICE WI APPROVED BFP AND METER- TO BE INCREASED TO 2" SERVICE FOR ALL

MASTER PUMP STATIONS, OR FOR PUMP STATIONS WITH WET WELLS DEEPER TI-lAN 20-FT OR GREATER THAN 6-FT IN DIAMETER-SEE DETAIL, DRAWING M2

NIA

WRAP AIPPLIED AT EXTERIOR OF WET WELL JOINTS _• MJ ECCENTRIC PLUG VALVE WI RJ-ISOLATIONVALVE, TO BE LOCATED ON PUMP STATION PROPERTY AT RIGHT OF WAY

54. _• FG IRON BODY RESILIENT SEATED GATE VALVE

55. ELECTRONIC PRESSURE TRANSMITTER AND DIAPHRAGM SEAL (SILICONE FILLED)

NOTE: REFER TO TECHNICAL MANUAL AND/OR TECHNICAL SPECIFICATIONS AS APPLICABLE FOR MATERIALS

REQUIREMENTS AND THE LIST OF APPROVED PRODUCTS

PUMP STATION DESIGN NOTES (TYP):

1. IN ORDER TO COORDINATE THE MECHANICAL, ELECTRICAL AND STRUCTURAL INSTALLATION, TI-lE DESIGN ENGINEER SHALL REFER TO HILLSBOROUGH COUNTY'S MECHANICAL DRAWINGS (M1-M3), ELECTRICAL DRAWINGS (E 0.0-E 5.0), STRUCTURAL DRAWINGS (S1-$4 ); AND THE "HC WA JER, WASTEWATER & RECLAIMED WATER TECHNICAL MANUAL FOR SUBDIVISION AND S/JE DEVELOPMENI"(LATEST EDITION), ANO THE 'HG WATER, WASTEWAJER & RECLAIMED WATER TECHNICAL SPECIF/CATIONS" (LATEST EDITION).

------------ 2. THE DESIGN ENGINEER SHALL NOT USE THESE DRAWINGS FORA SPECIFIC SITE INSTALLATION. A DETAILED SITE PLAN SHALL BE SHOWN IN THE BOX PROVIDED ON THIS SHEET, OR ON A SEPARATE SHEET AS NEEDED. THE SITE PLAN SHALL BE DRAWN TO SCALE AND INCLUDE CRITICAL SITE ELEVATIONS (SUCH AS ROAD, SLAB, DRIVEWAY, AND SURROUNDING AREAS - INCLUDING FINISHED FLOOR OF BUILDINGS ON ADJACENT LOTS), DIMENSIONS, HARDSCAPE ELEMENTS, AND THE PUMP STATION'S RELATIONSHIP TO TI-lE SURROUNDING AREA.

3. POWER CO. POLE/PAD NO. __________ _

4.SERVICEAREA. _____________ _

5. DESIGN CAPACITY

6. WET WELL VOLUME

7. CONTROL ELEVATIONS:

TOPEL.

INVERTEL

• HI/HI ALARM EL

• HIGHALARM

LAG 2 ON EL.

LAG 1 ON EL.

DROP INVERT EL.

LEAD ON EL

• OVERRIDE OFF EL.

PUMPS OFF EL.

BOTTOM EL

GPM

GALLONS FT.DIA.

____ (IF REQUIRED, SEE DWG M3)

8. STATIC HEAD __ ~FT.

9. PUMP MODEL ____________ _

10. PUMP SERIAL NO. __________ _

11. PUMP DESIGN POINT ___ GPM @ ____ TDH

12. PUMP H.P. PHASE _____ _

13. PUMP IMP. NO./DIA. ____________ _

14. PUMP VOLTS AMPS 15. PUMP SHUT-OFF HEAD FT.

16. PUMP SPEED RPM

• LEVEL FLOAT SWITCHES

3. THESE DRAWINGS REPRESENT TI-lE STANDARD DESIGN FOR ALL HILLSBOROUGH COUNTY WASTEWATER PUMPING STATIONS. ITWAS DEVELOPED TO IMPROVE RELIABILITY AND MAINTAINABILITY, MINIMIZE SPARE PARTS AND INCREASE SERVICE LIFE. ALL REQUESTS FOR DEVIATIONS FROM THIS STANDARD MUST BE MADE IN WRITING TO THE DEVELOPMENT SERVICES DEPARTMENT FOR SUBDIVISION AND SITE DEVELOPMENT; AND TO THE PUBLIC UTILITIES DEPARTMENT (PUD) PROJECT MANAGER FOR ALL CAPITAL IMPROVEMENT PROJECTS. WRITTEN APPROVAL FROM PUD UTILITY DESIGN SECTION MGR. IS REQUIRED BEFORE MODIFICATIONS ARE MADE.

4 THE ENGINEER IS RESPONSIBILE FOR COORDINATING WITH THE PUMP SUPPLIER TO ENSURE THAT PROPER PUMP AND PIPE SPACING IS ACCOMMODATED.

5. PUMP STATION SLAB DIMENSIONS SHALL MEET OR EXCEED MINIMUM SHOWN.

6. THE ENGINEER IS ADVISED THAT COUNTY AIPPROVAL OF THE PUMP STATION DESIGN DOES NOT CONSTITUTE A RELEASE FROM PROFESSIONAL LIABILITY BY THE ENGINEER NOR SHIFT RESPONSIBILITY FOR ANY DESIGN DECISIONS REPRESENTED HEREIN TO TI-lE COUNTY OR OTHER REGULATORY AGENCY. THE ENGINEER IS RESPONSIBLE FOR THE FINAL ELECTRICAL, MECHANICAL, AND STRUCTURAL DESIGNS.

7. DISCHARGE PIPE SUPPORTS ARE REQUIRED FOR WET WELL DEPTHS GREATER THAN 10 FEET.

8. IF THE INFLUENT INVERT ELEVATION IS GREATER THAN 2-FEET ABOVE LOW WATER LEVEL (LWL), A DROP INVERT CONNECTION SHALL BE REQUIRED, THE DROP INVERT TO BE SET ATTHE LEAD-ON ELEVATION (SEE DROP CONNECTION DETAIL, DRAWINGS S2, S4 & M3).

9. LOW WATER LEVEL MUST BE AT LEAST 3" ABOVE TOP OF PUMP. FILL IN THE FOLLOWING INFORMATION: [INSTALLED HEIGHT (PER PUMP MFR.)+ 3' = _FT] s [LWL - BOTTOM EL.= _FT]

10. DUCTILE IRON IN THE WETWELL MUST BE BELOW THE LOW WATER LEVEL

Hillsborough County Florida

F>"=Ji IC 1 .. -II IT::-:) ,;FF l_il 1-ll(t_ SL i ILS

30' (MIN)

1 531 \ .,

I I

ALL INTERIOR & EXTERIOR SURFACES OF ABOVE-SLAB PIPING AND FITTINGS SHALL BE PROTECTED WITH CORROSION RESISTANT COATINGS

I I

10' (MIN)

-~--:~t-_/\j

STANDARD FOOTPRINT - MIN. DIMENSIONS

T [ I ~) 11 ) I ~

I (

NOTTO SCALE

SHOW TO SCALE AND INCLUDE ELEVATIONS AS TO ROAD, SLAB, DRIVEWAY AND SURROUNDING AREAS.

DETAILED SITE PLAN (BY ENGINEER)

TE I ) I

I

TEF' I I!

SCALE: 1"=

------,- 6"x6" GATE POST (TYP.)

REFER TO STRUCTURAL DRAWING FOR ·---+--+--- CONCRETE THICKNESS AND REINFORCING

SLAB

6" (TYP.)

4" x 4" x 8' FENCE POST (TYP)

6' HIGH WOOD FENCE-SEE DETAIL, DRAWINGM2

MINIMUM SLAB DIMENSIONS

8' DIA. INSIDE WETWELL ... 22' x 28'-6" 10' DIA. INSIDE WETWELL .. 24' x 31'

\iFRTl1>1:

6" THREADED FLANGE :: & NIPPLE (NPT)

' ~ 6" FEMALE X 4" MALE

/ / REDUCING CAMLOCK

rl~DJ[ ~l[lll- f: •w= / "-"

6" MALE CAMLOCK ~

(fa" DIA. HDLE ~·

1 Ji!" x~~6" 316-~ S.S. PLATE

0

FRONT VIEW

5 1/11 •2

SIDE VIEW

1.W x ~-·iS- 316 SS. PLATE

12"MIN.

WETWELL TOP SLAB

-\ 6 DIA. HOLE (TYP.)

__ - - - -316 STAINLESS STEEL PLATE-,- - :I I '

1 r,"7 lf--~--------------~----%-"(_TY_P_.)_-__,-

'!I T ~-

' 6" I - I (TYP.)

l

I a,

' ......... _ .. _ - STAINLESS STEEL HOOKS (TYP.)

EMERGENCY BYPASS/PUMP-IN POWER & TRANSDUCER CABLE HOOK DETAIL LEVEL CABLE HANGER DETAIL NOTTO SCALE

4" 90° D.L BEND

LINKSEAL -

.. 6" SS SCH 10 (BUTT WELD) DROP PIPE

. . . . . . . . . . . . l-.. -

C C

,_,,

6" MALE X 4" FEMALE REDUCING CAM LOK & PLUG

ALTERNATE PIPE SUPPORT

c, CONG TOP SLAB

----~-- --~-----

(2) 316L SS PIPE SUPPORT & CLAMP SEE PIPE SUPPORT DETAIL, DRAWING M3

LWL

CONC WETWELL WALL

NOTTO SCALE

ALL SLATS ARE TO BE SET wl ¼" TO ½" GAPS BETWEEN THEM.

TOP OF METAL FRAME

SCREW END SLATS INTO STEEL TUBING.

MAINTAIN 1" SPACE BETWEEN GATES

INSTALL BOLTTHRU TUBING & SLAT FOR LOCK CHAIN WITH 3/B"x 4" CARRIAGE

BOLT, NUT & WASHERS. CHAIN LENGTH AS REQUIRED (2 PER GATE, 1 EA. LEAF)

DROP ROD ASSEMBLY (EACH GATE LEAF)

NOTTO SCALE

SLATS TO BE FASTENED TO WOOD RUNNERS WI (2) 2" #8 S.S. DECK SCREWS OR (2) #6 RING SHANK NAILS

WELDED JOINT (TYP.) WI -GAL V. COATING .

6" (TYP)

1½"x1½" WOOD RUNNER, BOLTED TO SQUARE TUBING WITH 3/8 "X 5" CARRIAGE BOLTS, NUTS & WASHERS­(TYP)

1½" SQUARE TUBING, 18 GA. HOT DIPPED GALVANIZED STEEL

14'-6" OPENING BETWEEN GATE POSTS

(2) 7'-0" GATES 1" CLEAR BETWEEN GATES

DRILL THREE li," HOLES EQUALLY SPACED ON ALL THREE RUNNERS AND SQUARE TUBING FOR %" CARRIAGE BOLTS (TYP.)

I-

(1) 112" DIA. x 34" LONG DROP ROD wl 4" RETURN µ=~W===~ , SPACING: 1"(MIN)

(2) 318" x 4" LONG OPEN EYE BOLT wl NUTS & WASHERS

(3) 318" x 4" CARRIAGE BOLT wl NUTS & WASHERS

DRILL 1" DIA. HOLE, 9" DEEP (MIN) -IN CONCRETE TO ACCEPT DROP

ROD TO SECURE THE RIGHT HAND GATE IN THE CLOSED POSITION.

- ·-· 11 /----

FENCE & GATE CONSTRUCTION NOTES

T 2"(MAX) -----

CONCRETE SLAB

GATE

ALL WOOD SHALL BE PRESSURE TREATED. POSTS SHALL BE RATED FOR BURIED WOOD. ALL STRUCTURAL MEMBERS AND CROSS BRACING AS SHOWN. CROSS BRACING SHALL BE ON INSIDE OF GATE.

1

12" THICK FOOTER AT EDGE OF CONCRETE SLAB (SEE DRAWING S4)

20" MIN. - 1

ROUND OR SQUARE CONG. FORM

,.__

--2½"

--

4" X4" X CONCRETE POST

1" BRASS BALL VALVE-..

1" BRASS 45° BEND -.\

1" x 314" BRASS REDUCING BUSHING & 314" HOSE

ADAPTER

NOTES:

1 INCH PVC PIPE STRAPS, FASTENED TO POST WI 2 INCH TAPCONS 1 INCH BRASS THREADED NIPPLES SWIVEL - APPROVED REDUCED PRESSURE UNION BACKFLOW PREVENTER ASSEMBLY

SWIVEL UNION / ;-METER SWIVEL (SPUD)

. 1

- INSTALL 1 INCH WATER METER

/ Ii ;1 / METER SWIVEL (SPUD)

~ 6. I Ii, " - 2 INCH SOLID BRASS ]Irr~,£,'•/ 1lfJJlff..lctcir1d,'i RISER

\ · REDUCING \_ \ /' "' BUSHING -----'

TOP OF GRAVEL

2 INCH LOCKING CURB STOP

18" I- -j

2 INCH HDPE WATER SERVICE 6" BENEATH CONG SLAB

I OPENING IN SLAB, FILLED WITH CRUSHED STONE

' SLEEVE TO A POINT 2 FEET OlJTSIDE OF THE PUMP STATION SLAB

1. ALL PIPING TO BE 2-INCHES UP THROUGH THE LOCKING CURB STOP.

1-518" FEMALE HINGE (TYP.)

e·x 6"x 10' GATEPOST

2.

3.

2 INCH SERVICE LINE SHALL USE A 2 INCH TAPPING SLEEVE & VALVE AT THE WATER MAIN CONNECTION.

FOR LARGE PUMP STATIONS (WET WELLS 10 FT. DIA OR GREATER, OR 20 FT. OR MORE DEPTH), A 2 INCH WATER METER AND SERVICE SHALL BE PROVIDED. HOSE CONNECTION TO BE 2 INCH MALE CAMLOCK CONNECTOR

WATER SERVICE DETAIL NOTTO SCALE

1" CHAMFER (TYP.)

RUNNERS TO BE FASTENED TO EACH POST WI (2) 3½"

S.S. DECK SCREWS

(3)2"x4" RUNNERS

'

1"

9" 1--1

y ////";:~/

1: ~~: -I

FENCE

SLATS TO BE FASTENED TO EACH RUNNER W/ (3) #6 RING SHANK NAILS OR (3) T #8 S.S. DECK SCREWS

~

"'

'

4" x 4"x 8' FENCE POSTS

___ 1" x 6"x 6' SLATS (NOMINAL), PLACED ON 9" CENTERS

12"THICK FOOTER AT EDGE OF CONCRETE SLAB (SEE DRAWING S4)

GROUT FILLET TO BE POURED AROUND THE AUXILIARY SUCTION HALF-PIPE, AS NEEDED, WI AT LEASTS" OF NOTCHED SECTION EXPOSED.

1. 2. 3. 4. USE HOT DIP GALVANIZED OR STAINLESS STEEL HARDWARE,

FASTENERS, DROP RODS, CABLES, ETC. FOR ALL FENCE AND GATE CONSTRUCTION.

PUMP STATION ENCLOSURE DETAIL

6"

12·

l PUMP STATION BOTTOM

AUX. SUCTION PIPE DETAIL NOTTO SCALE

5.

6.

7.

ALL NAIL & SCREW HEADS SHALL BE SET FLUSH W/ WOOD SURFACE (NOT COUNTER-SUNK). USE TAMPER PROOF HEAVY DUTY HINGES AND LATCHES ON GATE (MINIMUM OF THREE HINGES PER GATE LEAF). SOME PUMP STATION LOCATIONS MAY REQUIRE ARCHITECTURAL STYLE FENCING - CONSULT COUNTY.

Hillsborough County Florida

F1 "=JI IC 1 .. -II IT::-:) ,;FF l_il 1-ll(t_ SL i !LS

NOTTO SCALE

T :7 ~-• 1

[

I •· ~

-,-, ' _) TE

I I •.,/ l>I I • I TEF:

I I !

11

INSTALLATION NOTE:

CONTRACTOR TO REFER TO DRAWINGS M1-M3, E 0.0-E 5.0, AND S1-S4 IN ORDER TO COORDINATE ALL MECHANICAL, ELECTRICAL AND STRUCTURAL INSTALLATIONS.

\iFRTl1>1:

I I!

;c 0;uc11=11·:,\;

l?I /IS(,.[,__;;

ADJUSTABLE PIPE SUPPORT SADDLE

ADJUSTABLE PIPE SUPPORT

2"PIPE(D_I_ORGALVSTEEL)-.

(4) 112" DIA S.S. ANCHOR BOLTS IN S.S. EXPANSION ANCHORS

PIPE CRADLE SUPPORT

PIPE FLANGE SUPPORT

EXTERIOR PIPE SUPPORT DETAIL NOTTO SCALE

CONG. SLAB

6" AUXILIARY SUCTION PIPE - · __________ ""'_ CONCRETE WETWELL

2" DIA S.S. TUBING, ANGLE IRON, OR PIPE ·' WELDED TO S.S. BASE PLATES, BOLT TO -------- ------------- ..._-

WET WELL WITH 518" S.S. EXPANSION ANCHORS

PUMP DISCHARGE PIPE ----- .. -PROVIDE ADDITIONAL PIPE SUPPORT

EVERY 10 FEET

__ ....,... )

,, :r::::; ~-------314" S_S_ LI-BOLTS wlS_S_ LOCK

GUIDE RAIL SUPPORT BRACKET. MOUNTS ON ~ NUTS PUMP DISCHARGE PIPE

WI 112" SS LI-BOLTS AND LOCKNUTS. CONTRACTOR TO FABRICATE BRACKET

EXTENSION WHEN REQUIRED SEE DETAIL

INTERIOR PIPE & GUIDE RAIL SUPPORTS - TOP VIEW NOTTO SCALE

r 11" -INSIDE

/- C -j / DRILL 112" DIA FOR LI-BOLTS

/./ cFJi ! I ----- . .:

DRILL 112" DIA_ FOR U-BOL TS

I

4"MIN

LI~=~ 7 - - '

I

T7 .j

/

WELD --

2" OD X 1 _750 ID X 6" LONG

2"IDX2_187ODX1"LONG •

WELD , 71/2"

.pcc-_l

4" --GUIIDE RAIL SUPPORT BRACKET

_j_

DISCHARGE A PIPE DIA.

4" 55/8

6" 7

8" 7 314

1114" X 1114" X 114" SS ANGLE

11"X 1" X 114" SS PLATE

B C

9 3/4 5

11 114 7

12 9

BRACKET EXTENSION DETAIL NOTTO SCALE

Hillsborough County Florida

tifr-~ . . \ -.

- SS INTERMEDIATE GUIDE BRACKET

-- SS GUIDE RAILS

I) _J FJ I(" ) __ -1 I IT =-s 1) Fr F: TIii =- )\ T I _L I\IICI<_ ';,L ! C_';'. LT! ::_i U

1" s_s_ BALL VALVE

i \ DISCHARGE FORCE MAIN -- ,

/- 112" PVC THREADED PLUG

- 112" S-S- BALL VALVE i/ - 1" x 112" REDUCING BUSHING t~~,;i< /- TAPATTOPOFDITEE

J /'/ ·-r·1 ,_ ' ,- / ,,J '

1" DRAIN PIPE FROM ARV - _ (S_s_ ABOVE GRADE

TRANSITIONS INTO SCH 80 PVC AT TOP OF SLAB)

I . z :E

"' -_l -GROUT ANNULAR SPACE WI 4,000 PSI - ----(.,;:'_ ~~;=:-~--"~'""~"•;-~~~~"';.._"=:j)o__,--.

TYPE 2 NON-SHRINK PORTIAND □', \ CEMENT

1" TRANSITION COUPLING

" - GROUT SEAL

~ 1" DRAIN PIPE (SCH 80 PVC)

ARV DRAIN PIPE ASSY.

6" PVC CLEAN-OUT ADAPTER HUB & 6" THREADED PLUG WI

INVERTED 2" KEY

NOTTO SCALE

GRADE SLAB-\

6" PVC C900

.,;T • ·- \ i

NOTE: . I ! LAST RUN OF PIPE (FROM TERMINAL -. -~ ~

MANHOLE TO WETWELL) SHALL BE PVC C900 •, _ : \ \ / •.• /·. _\\

TOPINVERTEL. B -- r"_ 1· )--

--, . / I

(SEE NOTE 1)

_• X 6" REDUCER

_"X_"CROSS -

HUHI ALARM EL

/- 12" x 12" HINGED ALUMINUM HATCH wl HASP & PADLOCK

t

WETWELL TOP SLAB

INSIDE WALL OF WETWELL

ALL PIPE AND FITTINGS SHALL BE PVC C900 WI PUSH-ON JOINTS

12 IN (MIN) (TRANSDUCER/FLOAT)

HIGH ALARM/ OVERRIDE ON EL . (TRANSDUCER/FLOAT)

LAG ON 2 EL. (TRANSDUCER) . + LAG ON 1 EL. (TRANSDUCER)

LEAD ON EL. (TRANSDUCER)

OVERRIDE OFF (TRANSDUCER/FLOAT) ALL PUMPS OFF EL.

(TRANSDUCER)

i ',J__~-1__

12 IN (MIN)

2 FT MAX

LWL

(SEE NOTE 1)

BOTTOM OF WETWELL

NOTES: 1. LIST TOP INVERT AND DROP PIPE INVERT

ON BOTH M-1 AND M-3.

2. FOR STRUCTURAL STEEL INFO SEE DRAWING S2 & S4, FOR DROP CONNECTION ENCASEMENT DETAIL

DROP CONNECTION DETAIL NOTTO SCALE

INSTALLATION NOTE:

CONTRACTOR TO REFER TO DRAWINGS M1-M3, E 0.0-E 5.0AND 51-S4 IN ORDER TO COORDINATE ALL MECHANICAL, ELECTRICAL AND STRUCTURAL INSTALlATIONS.

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