Atch_2_DBEH_12-2713_Repair_Lift_Stations_ITL_100__Drawings.pdf

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PERMIT(S)/ENVIRONMENTAL ACTIONS

REQUIRED PRIOR TO CONSTRUCTION

ERP/STORMWATER

ERP/WETLANDS/DREDGE & FILL

FDEP/DRINKING WATER

FDEP/DOM. WASTE WATER ARCHEO./HISTORICAL

SURVEY/WILDLIFE

OTHER

NONE

FDEP/IND. WASTE WATER

IRP

FDEP/FUEL TANK

NOI/SWPPP

ASBESTOS

NOTE: IF IT IS SUSPECTED THAT ANY HAZARDOUS MATERIAL NOT

IDENTIFIED ON THESE DRAWINGS IS REQUIRED TO BE DISTURBED IN

ORDER TO PERFORM THE CONTRACT WORK, LEAVE MATERIAL

UNDISTURBED AND IMMEDIATELY INFORM THE CONTRACTING OFFICER.

HEAVY METALS

YES NO

LEAD

OTHER

NOT

VERIFIED

HAZARDOUS MATERIALS

LS 70448

SCALE:

LOCATION MAP

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CX 37

INDUSTRIAL

AREA

LEGEND: BOLD NOTES NEW ITEMS

EXISTING ABANDON WATER

EXISTING FIRE WATER

EXISTING POTABLE WATER

EXISTING UG ELECTRIC

EXISTING AERIAL ELECTRIC

EXISTING COMMUNICATION

EXISTING SANITARY SEWER

EXISTING NATURAL GAS

EXISTING STORM DRAIN

PROPOSED SANITARY SEWER FORCE MAIN

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SD

FM

W W

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AB/W

BENCHMARK LOCATION

EXISTING POST-INDICATOR VALVE

EXISTING VALVE

EXISTING BACKFLOW PREVENTION

EXISTING FIRE HYDRANT

EXISTING COMMUNICATI0NS MANHOLE

EXISTING ELECTRIC MANHOLE

EXISTING ELEVATION

PROPOSED ELEVATION

X.X

X.XX

DBEH 12-2713

REPAIR LIFT STATIONS - ITL

CAPE CANAVERAL AIR FORCE STATION

CAPE CANAVERAL, FLORIDA

ITL AREA

LS 70453

LS 54720

LOCC

LS 27213

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LS 78170

LS 44407

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PROPOSED SILT FENCE

SF

PROPOSED WATER W W

EXISTING SANITARY SEWER FORCE MAIN FM

SQ. SQUARE

NDT LB266

CLF CHAIN LINK FENCE

CO CLEANOUT

CHW CONCRETE HEADWALL

COS

CPP

CHANGE OF SLOPE

CONCRETE POWER POLE

ESP

ET

FLS

GA

GRHH

HB

LS

ELECTRIC SERVICE PANEL

ELECTRIC TRANSFORMER

FLOWLINE SWALE

GUY ANCHOR

GROUND HANDHOLE

HOSE BIB

LIFT STATION

MHR METAL HANDRAIL

MMH

MPH

MTL.

MISCELLANEOUS MANHOLE

MILES PER HOUR

METAL

MONITORING WELL

PAL

PVC

RCP

SLS

SMH

TRAVERSE NAIL & DISK STAMPED "TRAVERSE LB 266"

PALM TREE + TRUNK DIAMETER IN INCHES

POLYVINYL CHLORIDE PIPE

REINFORCED CONCRETE PIPE

SPEED LIMIT SIGN

SANITARY MANHOLE

TOB

TOS

TSMH

TOP OF BANK

TOE OF SLOPE

TRAFFIC SIGNAL MANHOLE

WLP

WP

WPP

WV

WOOD LIGHT POLE

WOOD POST

WOOD POWER POLE

WATER VALVE

MP METAL POST

SSx SANITARY SEWER PIPE

T.O.P. TOP OF PIPE ELEVATION

HDPE HIGH DENSITY POLYETHLENE PIPE

FM FORCEMAIN

MW

ABBREVIATIONS:

Sheet List Table

Sheet Number Sheet Title REV

GENERAL

G-001

LOCATION MAP, DRAWING INDEX AND NOTES

CIVIL

C-101 ITL LS 70533 & 70453 DEMO AND ITL LS 70448 NEW - SITE PLAN

C-102 HANGAR NTU LIFT STATION 54720 DEMO & NEW - SITE PLAN

C-103 PHOTO OPS LS 44407 DEMO & LS 44406 NEW - SITE PLAN

C-104 LOCC LIFT STATION 27213 DEMO & LS 27214 NEW - SITE PLAN

C-105 REPUMP LIFT STATION 78170 DEMO AND NEW - SITE PLAN

C-501 LOCC AND PHOTO OPS LIFT STATION DETAILS

C-502 ITL LIFT STATION TRI-PUMP DETAILS

C-503 SANITARY SEWER DETAILS SHEET 1

C-504 SANITARY SEWER DETAILS SHEET 2

C-505 MISCELLANEOUS DETAILS

ELECTRICAL

E-001

ELECTRICAL NOTES, ABBREVIATIONS AND LEGEND

E-101 ITL LIFT STATION 70533 & 70453 ELECTRICAL DEMOLITION PLAN

E-102 ITL LIFT STATION 70448 ELECTRICAL SITE PLAN AND DETAIL - NEW

E-103 PHOTO OPS LS 44407 DEMO & LS 44406 NEW - ELECTRICAL PLAN

E-104 LOCC LS 27213 DEMO & LS 27214 NEW - ELECTRICAL PLAN

E-501 ELECTRICAL DETAILS

E-601 LIFT STATION SEQUENCE OF OPERATIONS AND CONTROL PANEL

E-602 LIFT STATION CONTROL PANEL DIAGRAM

E-603 LIFT STATION CONTROL PANEL AND WIRING DIAGRAM

E-604

SINGLE-LINE DIAGRAMS - EXISTING, DEMO AND NEW

GENERAL NOTES:

1. IF AT ALL POSSIBLE, ALL DEMOLITION WORK SHALL OCCUR AFTER THE NEW SEWER LIFT STATION

SYSTEM IS PLACED INTO OPERATION TO AVOID UNNECESSARY SEWER OUTAGE.

2. NEW ELECTRICAL SUPPLY AND CONTROL PANEL SHALL BE INSTALLED AND OPERATIONAL IN ORDER TO

MINIMIZE POWER OUTAGE DURING TRANSFER.

3. COORDINATE ALL UTILITY OUTAGES THROUGH THE CONTRACTING OFFICER. THE CONTRACTOR SHALL

SUBMIT A PLAN AND BE RESPONSIBLE FOR TEMPORARY PUMP STATION SEWAGE BYPASS AT EACH LIFT

STATION TO SUPPORT THE UTILITY TIE-IN CONNECTIONS AND TRANSFER SERVICE TO THE NEW LIFT

STATION. REQUESTING A UTILITY OUTAGE WITHOUT ALTERNATIVE MEANS TO PROVIDE SEWAGE

COLLECTION IS NOT ACCEPTABLE.

4. CONTRACTOR IS RESPONSIBLE TO REQUEST UTILITY LOCATES AND OBTAIN A CCAFS DIG PERMIT AF

FORM 103 PRIOR TO CONSTRUCTION.

5. UNDERGROUND UTILITY LINES SHOWN WERE NOT LOCATED BY FIELD SURVEY, BUT ARE PROVIDED BY

GOV'T FOR INFORMATIONAL PURPOSES ONLY.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING CONCRETE FOR ASBESTOS PER SPECIFICATION

PRIOR TO CUTTING OPERATIONS FOR DISPOSAL OF STRUCTURES SHOWN TO BE REMOVED OR

DEMOLISHED.

7. CONTRACTOR SHALL COORDINATE WITH 45 CEIE PRIOR TO CONSTRUCTION ACTIVITIES FOR A GOPHER

TORTOISE SURVEY.

8. A REQUEST FOR FDEP PERMIT CLEARANCE MUST BE APPROVED PRIOR TO PLACING NEW ITL AREA LIFT

STATIONS 70448, 44406 AND 27214 INTO OPERATION.

9. DURING DEMOLITION OF THE EXISTING LIFT STATIONS, THE EXISTING PUMPS, CONTROL PANEL, AND

ELECTRICAL EQUIPMENT AND ACCESSORIES THAT ARE TO BE REMOVED BELONG TO THE BASE

OPERATIONS SUPPORT CONTRACTOR FOR FIRST RIGHT OF REFUSAL TO KEEP AS SPARE PARTS; THE

CONTRACTOR SHALL COORDINATE THESE ITEMS WITH THE BASE OPERATIONS SUPPORT CONTRACTOR.

LS 70533

C-101: ITL

C-102:

HGR N,T,U

LS 44406

C-103:

PHOTO OPS

C-104:

LOCC

LS 27214

C-105:

REPUMP

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FRP FIBERGLASS REINFORCEMENT POLYESTER

BASE OPERATIONS:

COMMUNICATIONS:

PROJECT MANAGER:

CHIEF, ENGINEERING FLIGHT:

USER:

SAFETY:

SECURITY FORCES:

ATO:

OTHER:

ENVIRONMENTAL:

FIRE:

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SCALE:

SITE DEMOLITION PLAN

1" = 10'

LIFT STATIONS 70533 & 70453

TRUE

NORTH

N

SCALE:

SITE CONSTRUCTION PLAN

1" = 10'

NEW LIFT STATION #70448

TRUE

NORTH

N

DEMOLITION FLAG NOTES: CONSTRUCTION FLAG NOTES:

PUMP SELECTION:

NEW LIFT STATION #70448

HYDROMATIC S4KX, 500 GPM @ 110' TDH

10.875" DIA. IMPELLER

1750 RPM, 480V/3ph/60Hz - 30 HP SOFT START MOTOR

DESIGN CONDITIONS:

EXISTING LIFT STATION #70453*

140 GPM @ 15' TDH

EXISTING LIFT STATION #70533*

424 GPM @ 78.5' TDH

NEW LS #70448 PRIMARY OPERATING CONDITIONS*

DESIGN POINT:

*CALCULATED SYSTEM TOTAL DYNAMIC HEAD, CONTRACTOR

SHALL PERFORM A FIELD PUMP TEST TO VERIFY TDH AND

COORDINATE WITH BASE OPERATIONS SUPPORT CONTRACTOR

PRIOR TO ORDERING PUMPS.

LIFT STATION ELEVATIONS:

TOP OF STATION = Elev. - 8.60

INFLUENT 6" FM INVERT = Elev. - 2.13

INFLUENT 8" SS INVERT = Elev. - (-)1.70

HIGH WATER ALARM = Elev. - (-)2.10

LAG PUMP ON = Elev. - (-)2.60

LEAD PUMP ON = Elev. - (-)3.10

PUMPS OFF = Elev. - (-)4.40

SUMP INVERT = Elev. - (-)7.40

6" PVC

SCALE:

LIFT STATION 70453

NONE SCALE:

LIFT STATION 70533

NONE

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1. PROVIDE, INSTALL AND MAINTAIN SILT FENCE (APPROX. LOCATION); REMOVE UPON PROJECT COMPLETION.

2. PORTION OF EXISTING SANITARY SEWER FORCE MAIN OR GRAVITY MAIN TO REMAIN.

3. CUT AND REMOVE PORTION OF SEWER FORCE MAIN PIPE.

4. ONCE NEW LIFT STATION IS OPERATIONAL, DEMOLISH, REMOVE, AND DISPOSE OF DEBRIS FROM LIFT STATION

70533 AND 70453, REMOVE SUMP WALLS TO 2' BELOW GRADE, BREAK OUT BOTTOM OF SUMPS, FILL SUMPS TO

GRADE W/ CLEAN FILL.

5. EXISTING WET WELL ACCESS, VALVE VAULT AND CONCRETE SLABS TO BE DEMOLISHED AND DISPOSE OF DEBRIS.

6. OPEN CUT PAVEMENT REMOVAL AND RESTORATION FOR SANITARY FORCE MAIN INSTALLATION. CONTRACTOR

SHALL RESTORE ALL DISTURBED IMPROVEMENTS TO MATCH ORIGINAL CONDITIONS.

6. PROVIDE TRIPLEX LIFT STATION, 10' INNER DIA. WET WELL, (3) IN-SERVICE NON-CLOG EXPLOSION PROOF

SUBMERSIBLE PUMPS, PERIMETER CONCRETE PAD TOP ELEV. 8.60', FORCE MAIN PIPING, ABOVE GROUND

VALVES, AND MOTOR CONTROL CENTER. SEE SHEET C-502.

7. PROVIDE SANITARY MANHOLE W/ INTEGRAL FLANGED BOTTOM BARREL, WITH INTERIOR SPECIALTY LINER. RIM

ELEV 8.00', S. INV. (-)1.51 N INV. (-)1.60; CONTRACTOR SHALL VERIFY ELEVATION OF EXISTING SEWER PRIOR TO

ORDERING MANHOLE. SEE SHEET C-503.

8. CONSTRUCT 24 LF - 8" C900 DR18 GRAVITY SEWER FROM NEW MANHOLE TO NEW WET WELL, MIN. SLOPE 0.4%, UPSTREAM (MH) INV ELEV. (-)1.60, DOWNSTREAM (WW) INV ELEV. (-)1.70'.

9. CONSTRUCT 121 LF OF 6" INFLUENT FORCE MAIN USING RESTRAINED 90° BEND CONNECTION, AND 95 LF OF 6"

DISCHARGE FORCE MAIN TO CONNECT FROM EXISTING 6" FORCE MAINS TO NEW L.S. 70448 PROVIDE MIN. 30"

COVER AND CROSS UNDER THE EXISTING WATER MAIN WITH 12" MIN. CLEARANCE BELOW. PROVIDE OPEN CUT

ASPHALT RESTORATION.

10. CONSTRUCT RESTRAINED (2) 8"x45° MJ FITTINGS.

11. ABOVE GRADE 6" FL PLUG VALVE WITH (2) 6"x45° BENDS TO TRANSITION BELOW GRADE. 8"X6"

12. PROVIDE SOD RESTORATION FOR ALL DISTURBED AREAS, TYP. IN ACCORDANCE WITH SPECIFICATIONS.

13. PIPE BOLLARD (TYP) AT (4) CORNERS. INSTALL WITHIN FOOTPRINT OF TOP SLAB 10" CLEAR FROM EDGE.

14. PROVIDE CLEAN FILL AROUND LIFT STATION SITE TO BRING AREA UP TO GRADE, SLOPE MAX. 1:4 FROM CONTOUR

EL. 8 DOWN TO MATCH EXISTING GRADE, GRADING SHALL TIE-IN TO EXISTING SLOPE.

15. PROVIDE 2" SCH 80 PVC WASH DOWN WATER SERVICE WITH 2"X1" REDUCER AND 1" BACK FLOW PREVENTER AND

HOSE BIBB CONNECTION IN CONCRETE STAND AT LIFT STATION. PROVIDE WET TAP TO EXISTING 8" DUCTILE IRON

150 PSI. FIRE LINE W/ 2" 200 PSI ZURN WILKINS PRESSURE CONTROL VALVE OR APPROVED EQUAL.

6" PVC

L

C-505

6" PVC

8" PVC

LS 70533

LS 70453

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ASPHALT

RESTORATION

TOP = 8.60

6'

18'

29'

33'

ASPHALT

ASPHALT

4 PLACES

24 L.F.

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EXISTING

ELECTRICAL

PANEL "P"

EXISTING

ELECTRICAL

PANEL "P"

SEE WATER SERVICE

DETAIL BELOW FOR

CONTINUATION

LS 70448

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150 GPM @ 32' TDH

300 GPM @ 57' TDH

500 GPM @ 110' TDH

750 GPM @ 207' TDH

30'10' 20'0'

10'

GRAPHIC SCALE 1" = 10'

8" D

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AutoCAD SHX Text

90° FL BEND

PIPE STAND

(TYP.)

INSTALL 2" WELDED STAINLESS STEEL

NIPPLE OR 2" DOUBLE STRAP SADDLE W/

2" 316 S.S. BALL VALVE & 2" S.S. PLUG

12" FL SPOOL

90° FL BEND

FL CHECK VALVE (LEVER & WEIGHT)

SEAT END ON CHECK

VALVE SIDE

FLANGED SPOOL PIECE OR FLANGED

FILLER AS NEEDED. SEE PUMP

SEPARATION NOTES.

SEAT END OF PLUG VALVE

90° BEND (FLANGED)

PLUG VALVE (FLANGED)

12" LONG (MIN)

FLANGE SPOOL PIECE

PUMPOUT MALE 3" CAMLOCK (PO)

w/CAP (ALUM)

BLIND FLANGE w/NIPPLE (S.S.)

REDUCER (FLANGED) IF REQUIRED

SEAT END ON CHECK VALVE SIDE

TEE (FLANGED) TYP.

PLUG VALVE (FLANGED)

FLANGED CHECK VALVE

(LEVER & WEIGHT)

TO 6"x45° MJ BEND AND

6" PVC SCH 80 EFFLUENT PIPE

(BELOW GROUND)

(2) FL TEE (NOT SHOWN)

6" FExMJ SCH 80

PVC PIPE

PLUG VALVE (FLANGED)

45° MJ BEND

6" EFFLUENT FM PIPE

316 S.S.

RESTRAINT

RODS

SEAT END OF PLUG VALVE

6x6-W 2.9x2.9 W.W.F.

OR FIBERMESH

3000 PSI CONCRETE

FL PLUG VALVE W/ 2-INCH NUT

OPERATOR AND GEAR ACTUATOR

PIPE STAND

(TYP.)

45° FL BEND

45° FL BEND DOWN

1" CHAMFER EDGES (TYP.)

FINISHED

GRADE

9.55

AIR RELEASE VALVE W/

1-1/2" SCH 80 PVC DRAIN

ATTACH 1-1/2" SCH. 80 PVC

W/CONDUIT HANGERS FROM

FROM FLANGE BOLTS

FL PLUG VALVE W/2-INCH OPERATOR

NUT AND GEAR ACTUATOR

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SCALE:

DEMOLITION SITE PLAN

1" = 5'

HANGAR N,T,U LIFT STATION 54720

TRUE

NORTH

N

SCALE:

NEW CONSTRUCTION SITE PLAN

1" = 5'

HANGAR N,T,U LIFT STATION 54720

TRUE

NORTH

N

DEMOLITION FLAG NOTES: CONSTRUCTION FLAG NOTES:

1. PROVIDE, INSTALL AND MAINTAIN SILT FENCE (APPROX. LOCATION);

REMOVE UPON PROJECT COMPLETION.

2. PORTION OF EXISTING SANITARY FORCE MAIN TO REMAIN.

3. CUT AND REMOVE PORTION OF FORCE MAIN PIPE, VALVES, FITTINGS, FROM

INSIDE VAULT TO JUST OUTSIDE OF THE WET WELL. DEMO ABOVE GROUND

EMERGENCY PUMP OUT CONNECTION.

4. REMOVE EXISTING CONCRETE VAULT METAL LIDS, AND REMOVE CONCRETE

BOX TOP RIM SECTION.

5. REMOVE EXISTING WET WELL PIPING.

6. EXISTING ELECTRICAL PANEL. METER AND DISCONNECT TO REMAIN.

7. PROVIDE 6" TAPPING SLEEVE AND 6" TAPPING VALVE FOR TEMPORARY BYPASS PUMPING,

CLOSE AND PLUG VALVE WHEN NEW DISCHARGE PIPING IS OPERATIONAL.

8. DURING NEW DISCHARGE PIPE TIE-IN CONSTRUCTION, PROVIDE TEMPORARY BYPASS

PUMPING FOR STATION FLOW: REMOVE 90° FL BEND INSIDE WET WELL, CONNECT

TEMPORARY BYPASS PIPING TO SINGLE PUMP, TURN SECOND PUMP OFF, RESTRAIN

TEMPORARY PIPING OR ANCHOR TO GROUND TO PREVENT MOVEMENT, CONNECT TO

EXISTING 10" FM WITH 10"x8" TAPPING SLEEVE, 8" TAPPING VALVE AND 10"x8" REDUCER.

ONCE NEW PIPING IS READY TO BECOME OPERATIONAL, REMOVE TEMPORARY PIPING,

CLOSE AND PLUG 8" VALVE, REINSTALL 90° FL BEND INSIDE WET WELL, RESTORE

OPERATION OF BOTH PUMPS. ALTERNATIVELY, THE CONTRACTOR MAY PROVIDE A

DIFFERENT PUMP BYPASS PLAN TO THE CONTRACTING OFFICER FOR APPROVAL.

9. RESTRAINED 90° MJ BENDS CONNECTED TO EXISTING 6" DISCHARGE PIPE JUST OUTSIDE

OF WET WELL WALL, VERTICAL 6" C-900 PVC (MJxFE), AND ABOVE GRADE VALVE

ASSEMBLY AS SHOWN IN DETAIL A AND B, THIS SHEET.

10. PIPE BOLLARD (4) (TYP) AT FOUR CORNERS, INSTALL WITHIN FOOTPRINT OF CONCRETE

SLAB, 10" FROM EDGE OF PAD.

11. ABOVE GROUND 6" FL PLUG VALVE AND 90° FL BEND TO 6" FL C-900 PVC THROUGH NEW

CONCRETE TOP SLAB, SEAL OPENING WITH LINK-SEAL. AIR RELEASE VALVE WITH

SCHEDULE 80 PVC DRAIN TO WET WELL SEE DETAIL THIS SHEET.

12. PROVIDE SOD RESTORATION FOR ALL DISTURBED AREAS, TYP IN ACCORDANCE WITH

SPECIFICATIONS.

13. CONNECT TO EXISTING 6" FORCE MAIN WITH 6" MJ. 45° BEND.

SCALE:

LIFT STATION 54720

NONE

SCALE:

PIPE ASSEMBLY DETAIL

NONE

SCALE:

CONC. PAD DETAIL

NONE

30"

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10' 15'0'

5'

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GRAPHIC SCALE 1" = 5'

6 6

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DEMOLITION SITE PLAN

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PHOTO OPS LS 44407

TRUE

NORTH

N

SCALE:

NEW CONSTRUCTION SITE PLAN

1" = 10'

PHOTO OPS LS 44406

TRUE

NORTH

N

DEMOLITION FLAG NOTES:

1. PROVIDE, INSTALL AND MAINTAIN SILT FENCE (APPROX. LOCATION); REMOVE UPON PROJECT COMPLETION.

2. PORTION OF EXISTING SANITARY SEWER MAIN TO REMAIN.

3. CUT AND ABANDON IN PLACE PORTION OF GRAVITY SEWER PIPE.

4. CUT AND REMOVE PORTION OF SEWER FORCE MAIN PIPE.

5. ONCE NEW LIFT STATION IS OPERATIONAL, DEMOLISH, REMOVE, AND DISPOSE OF DEBRIS FROM LIFT STATION 44407, REMOVE SUMP WALLS TO 2' BELOW GRADE, BREAK OUT BOTTOM OF SUMPS, FILL SUMPS TO GRADE WITH CLEAN FILL.

6. OPEN CUT PAVEMENT REMOVAL AND RESTORATION FOR SANITARY SEWER PIPE INSTALLATION. CONTRACTOR SHALL

RESTORE ALL DISTURBED IMPROVEMENTS TO MATCH ORIGINAL CONDITIONS.

CONSTRUCTION FLAG NOTES:

SANITARY MH

TOP= 8.34

W INV. = 4.48

N INV.= 3.97

S. INV. = 3.95

LS 44407

METAL SHED

F.E.E. = 9.08

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7. PROVIDE DUPLEX LIFT STATION, 6' INNER DIA. WET WELL, (2) IN-SERVICE GRINDER EXPLOSION POOF SUBMERSIBLE PUMPS, PERIMETER CONCRETE PAD TOP ELEV. 9.00, FORCE MAIN PIPING, ABOVE GROUND VALVES, AND MOTOR CONTROL CENTER.

SEE SHEET C-501.

8. AFTER NEW LIFT STATION 44406 IS OPERATIONAL, CONNECT EXISTING 6" PVC W/ CLEAN OUT APPROX. INVERT ELEV. 5.40.

9. CONSTRUCT 6" C900 DR18 GRAVITY SEWER FROM SERVICE LINES TO NEW WET WELL, SLOPE 1.0%, UPSTREAM (MH) INV ELEV.

5.40, DOWNSTREAM (WW) INV ELEV. 5.00'.

10. CONSTRUCT 3" FORCE MAIN TO CONNECT FROM EXISTING 3" FORCE MAIN TO NEW LIFT STATION 44406 USING RESTRAINED

45° BEND CONNECTION, PROVIDE MIN. 30" COVER.

11. PROVIDE 2" WATER SERVICE SADDLE TAP WITH 2" GATE VALVE.

12. ABOVE GRADE 3" FL PLUG VALVE WITH (2) 3"x45° BENDS TO TRANSITION BELOW GRADE. SEE SHEET C-501.

13. PROVIDE SOD RESTORATION FOR ALL DISTURBED AREAS, TYP IN ACCORDANCE WITH SPECIFICATIONS.

14. PIPE BOLLARD (TYP) AT (4) CORNERS SHOWN ON PLAN, SEE DETAIL. INSTALL WITHIN FOOTPRINT OF TOP SLAB 10" CLEAR

FROM EDGE.

15. PROVIDE CLEAN FILL AROUND LIFT STATION SITE TO BRING AREA UP TO GRADE, SLOPE MAX. 1:4 FROM CONTOUR ELEV. 8.5

DOWN TO MATCH EXISTING GRADE, GRADING SHALL TIE-IN TO EXISTING SLOPE.

16. PROVIDE 2" WASH DOWN WATER SERVICE CONNECTION FROM EXISTING WATER LINE. PROVIDE 2"x1" REDUCER AND 1" BACK

FLOW PREVENTER W/ HOSE BIBB.

17. REPAIR OPEN CUT ASPHALT PAVEMENT TO MATCH ORIGINAL CONDITION.

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SCALE:

LIFT STATION 44407

NONE

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C-505

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459 SQ. FT.

SEE SHEET E-103

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C-503

PUMP SELECTION:

NEW LIFT STATION #44406

HYDROMATIC HPGHX, 45 GPM @ 27' TDH

7.0" DIA. IMPELLER

1750 RPM, 3-HP 480V/3ph/60Hz

MOTOR RATED FOR 45 GPM @ 27' TDH

DESIGN CONDITIONS:

PRIMARY OPERATING CONDITIONS*

DESIGN POINT:

*CALCULATED SYSTEM TOTAL DYNAMIC HEAD,

CONTRACTOR SHALL PERFORM A FIELD PUMP

TEST TO VERIFY TDH AND COORDINATE WITH BASE

OPERATIONS SUPPORT CONTRACTOR PRIOR TO

ORDERING PUMPS.

LIFT STATION ELEVATIONS:

TOP OF STATION = Elev. - 9.00

INFLUENT 6" SS INVERT = Elev. - 5.00

HIGH WATER ALARM = Elev. - 4.50

LAG PUMP ON = Elev. - 4.00

LEAD PUMP ON = Elev. - 3.50

PUMPS OFF = Elev. - 3.00

SUMP INVERT = Elev. - 1.00

G

C-503

ASPHALT

RESTORATION

ASPHALT

RESTORATION

TO BE

ABANDONED

IN PLACE

ASPHALT

RESTORATION

ASPHALT

RESTORATION

15 GPM @ 12' TDH

30 GPM @ 18' TDH

45 GPM @ 27' TDH

60 GPM @ 38' TDH

30'10' 20'0'

10'

GRAPHIC SCALE 1" = 10'

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SCALE:

DEMOLITION SITE PLAN

1" = 10'

LOCC LIFT STATION 27213

DEMOLITION NOTES:

TRUE

NORTH

N

1. PROVIDE, INSTALL AND MAINTAIN SILT FENCE (APPROX. LOCATION); REMOVE UPON PROJECT COMPLETION.

2. PORTION OF EXISTING SANITARY SEWER MAIN TO REMAIN.

3. CUT AND REMOVE PORTION OF GRAVITY SEWER PIPE.

4. CUT AND REMOVE PORTION OF SEWER FORCE MAIN PIPE.

5. ONCE NEW LIFT STATION IS OPERATIONAL, DEMOLISH, REMOVE, AND DISPOSE OF DEBRIS FROM LIFT STATION

27213, REMOVE SUMP WALLS TO 2' BELOW GRADE, BREAK OUT BOTTOM OF SUMPS, FILL SUMPS TO GRADE W/

CLEAN FILL.

6. EXISTING WET WELL ACCESS, VALVE VAULT AND CONCRETE SLABS TO BE DEMOLISHED AND DISPOSE OF DEBRIS.

SCALE:

NEW CONSTRUCTION SITE PLAN

1" = 10'

LOCC LIFT STATION 27214

7. PROVIDE DUPLEX LIFT STATION, 6' INNER DIA. WET WELL, (2) IN-SERVICE GRINDER EXPLOSION PROOF

SUBMERSIBLE PUMPS, PERIMETER CONCRETE PAD TOP ELEV. 8.25, FORCE MAIN PIPING, ABOVE GROUND

VALVES, AND MOTOR CONTROL CENTER. SEE SHEET C-501.

8. PROVIDE SANITARY MANHOLE W/ INTEGRAL FLANGED BOTTOM BARREL, WITH INTERIOR SPECIALTY

LINER. RIM ELEV. 8.00, E INV 5.59; N INV 5.55, CONTRACTOR SHALL VERIFY ELEVATION OF EXISTING

SEWER PRIOR TO ORDERING MANHOLE. SEE SHEET C-503, MANHOLE DETAIL.

9. CONSTRUCT 8" C900 DR18 GRAVITY SEWER FROM NEW MANHOLE TO NEW WET WELL, MIN. SLOPE 0.4%, UPSTREAM (MH) INV ELEV. 5.55, DOWNSTREAM (WW) INV ELEV. 5.50.

10. CONSTRUCT 4" FORCE MAIN TO CONNECT FROM EXISTING 4" FORCE MAIN TO NEW L.S. 27214 USING

RESTRAINED 90° BEND CONNECTION, PROVIDE MIN. 30" COVER.

11. CONSTRUCT RESTRAINED 4"x90° MJ FITTING.

12. ABOVE GRADE 3" FL PLUG VALVE WITH (2) 3"x45° BENDS TO TRANSITION BELOW GRADE.

13. PROVIDE SOD RESTORATION FOR ALL DISTURBED AREAS, TYP. IN ACCORDANCE WITH SPECIFICATIONS.

14. PIPE BOLLARD (TYP.) AT (4) CORNERS, SEE DETAIL. INSTALL WITHIN FOOTPRINT OF TOP SLAB 10" CLEAR

FROM EDGE.

15. PROVIDE CLEAN FILL AROUND LIFT STATION SITE TO BRING AREA UP TO GRADE, SLOPE MAX. 1:4 FROM

CONTOUR ELEV. 7.75 DOWN TO MATCH EXISTING GRADE, GRADING SHALL TIE-IN TO EXISTING SLOPE.

16. PROVIDE 2" WASH DOWN WATER SERVICE WITH 2"x1" REDUCER AND 1" BACK FLOW PREVENTER AND

HOSE BIBB CONNECTION FROM EXISTING FIRE WATER LINE.

CONSTRUCTION NOTES:

SCALE:

LIFT STATION 27213

NONE

FAC 27212

FAC 27220

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PUMP SELECTION:

NEW LIFT STATION #70448

HYDROMATIC HPGHX, 85 GPM @ 100' TDH

6.5625" DIA. IMPELLER

1750 RPM, 480V/3ph/60Hz - 7.5 HP MOTOR

RATED FOR 85 GPM @ 100' TDH

DESIGN CONDITIONS:

PRIMARY SYSTEM OPERATING CONDITION*

DESIGN POINT:

*CALCULATED SYSTEM TOTAL DYNAMIC HEAD,

CONTRACTOR SHALL PERFORM A FIELD PUMP

TEST TO VERIFY TDH AND COORDINATE WITH BASE

OPERATIONS SUPPORT CONTRACTOR PRIOR TO

ORDERING PUMPS.

LIFT STATION ELEVATIONS:

TOP OF STATION = Elev. - 8.25

INFLUENT 8" SS INVERT = Elev. - 5.50

HIGH WATER ALARM = Elev. - 5.00

LAG PUMP ON = Elev. - 4.50

LEAD PUMP ON = Elev. - 4.00

PUMPS OFF = Elev. - 3.33

SUMP INVERT = Elev. - 1.33

LIGHT

POLE

30 GPM @ 89' TDH

60 GPM @ 94' TDH

85 GPM @ 100' TDH

110 GPM @ 108' TDH

30'10' 20'0'

10'

GRAPHIC SCALE 1" = 10'

TRUE

NORTH

N

A

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AutoCAD SHX Text

SCALE:

LIFT STATION 78170 - DISCHARGE RE-PIPING DETAIL

NONE

REPAIR SPECIALTY LINER TO RESEAL

AROUND 6" PVC DRAIN LINE PER LINER

MANUFACTURER'S RECOMMENDATIONS.

SECTION "A-A"

SCALE:

LIFT STATION 78170 DISCHARGE RE-PIPING SECTION

NONE

36" MAX.

T

O

PIPE STAND (TYP.)

LINK-SEAL ALL OPENINGS (TYP.)

INSTALL 2" WELDED STAINLESS STEEL NIPPLE

OR 2" DOUBLE STRAP SADDLE W/ 2" 316 S.S.

BALL VALVE & 2" S.S. PLUG

12" FL SPOOL

90° FL BEND

FL CHECK VALVE (LEVER & WEIGHT)

SEAT END ON CHECK VALVE SIDE

A

FLANGED SPOOL PIECE OR

FLANGED FILLER AS NEEDED.

SEAT END OF PLUG VALVE

90° FL BEND

PLUG VALVE (FLANGED)

12" LONG (MIN)

FLANGE SPOOL PIECE

TEE (FLANGED) TYP.

FLANGED CHECK VALVE

(LEVER & WEIGHT)

CONNECT TO EXISTING 10" FM PIPE

(INSIDE CONCRETE VAULT BELOW

GROUND)

(2) FL TEE (NOT SHOWN)

6" FL C900

PVC PIPE

E X

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EXISTING 10" EFFLUENT

FM PIPE

FINISHED GRADE

TOP SLAB

SEAT END OF PLUG VALVE

PIPE STAND (TYP.)

90° FL BEND

90° FL BEND DOWN

ISOLATION JOINT

PUMPOUT MALE 3" CAMLOCK (PO)

w/CAP (ALUM.)

BLIND FLANGE w/NIPPLE (S.S.)

REDUCER (FLANGED) IF REQUIRED

SEAT END ON CHECK VALVE SIDE

PLUG VALVE (FLANGED)

DUAL ACCESS HATCH DOORS (H-20

LOAD RATING) SHOWN OPEN,

DRILL (2),

" Ø HOLES EACH DOOR

(2) 45° FL BENDS 10" X 6"

REDUCER AND FL ADAPTER

CONNECT TO 10" FM

#5 DRILLED

EPOXY DOWEL

@ 24" O.C.

#5 @ 12" EW

6" PVC

DRAIN LINE

90° MJ BEND

(2) 45° FL BENDS

10" FL ADAPTER

THIN-SET MORTAR, SLOPE TO DRAIN

EXTERIOR JOINT

TAPE (TYP.)

E

X I S

T I N

G

V

A U

L T

6" DRAIN LINE BELOW

(2) CONCRETE PIPE

SUPPORTS

* EXISTING

CONCRETE VAULT

* CONTRACTOR SHALL FILL ANY CRACKS INSIDE

EXISTING CONCRETE VAULT WITH NON-SHRINK

GROUT THEN APPLY THREE COATS CONSEAL

(CS-55), SHERWIN WILLIAMS DTM ACRYLIC, OR

APPROVED EQUAL FOR WATERPROOF SEAL.

EXISTING

PUMPS

AND

WET WELL

1" CHAMFER

EDGES (TYP.)

RELOCATE EXISTING

VENT TO OPPOSITE SIDE

OF WET WELL, GROUT

PLUG HOLE

RELOCATED VENT

(INSIDE VAULT)

K

C-504

9.95

AIR RELEASE VALVE

W/ 1-1/2" SCH 80 PVC DRAIN PIPE

TO WET WELL

1-1/2" SCH 80 PVC

DRAIN PIPE

AIR RELEASE VALVE

D

C-503

FL PLUG VALVE W/2-INCH OPERATOR

NUT AND GEAR ACTUATOR

10" x 6" REDUCER

ATTACH TO PIPE W/

CONDUIT HANGERS

F

M

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DEMOLITION FLAG NOTES:

SCALE:

NEW CONSTRUCTION SITE PLAN

1" = 10'

REPUMP LIFT STATION 78170

N

CONSTRUCTION FLAG NOTES:

9. DURING NEW DISCHARGE PIPE TIE-IN CONSTRUCTION, PHASE DISCHARGE

PIPING IN ORDER TO MAINTAIN SERVICE OF ONE PUMP. ALTERNATIVELY, THE

CONTRACTOR MAY PROVIDE A DIFFERENT PUMP BYPASS PLAN TO THE

CONTRACTING OFFICER FOR APPROVAL.

10. EXISTING ELECTRICAL PANEL, METER AND DISCONNECT TO REMAIN.

11. EXISTING MOTOR CONTROL PANEL, JUNCTION BOX, RTU, AND ANTENNA TO

REMAIN.

12. EXISTING 10" FORCE MAIN TO REMAIN.

13. RESTRAINED 90° MJ BENDS CONNECTED TO EXISTING 6" DISCHARGE PIPE JUST

OUTSIDE OF WET WELL WALL, VERTICAL 6" C-900 PVC (MJxFE), AND ABOVE

GRADE VALVE ASSEMBLY AS SHOWN IN DETAIL A AND B, THIS SHEET.

14. PIPE BOLLARD (TYP.) AT (2) SIDES.

15. CORE DRILL EXISTING CONCRETE VALVE VAULT AND WET WELL AND

CONSTRUCT 6" PVC DRAIN LINE CONNECTION, LINK-SEAL STRUCTURE

OPENINGS, REPAIR LINER AROUND PIPE INSIDE WET WELL.

16. ABOVE GROUND 6" FL PLUG VALVE AND 90° FL BEND TO 6" FL C-900 PVC

THROUGH NEW CONCRETE TOP SLAB, SEAL OPENING WITH LINK-SEAL.

17. CONSTRUCT APPROX. 8 LF 6" FL C-900 PVC FORCE MAIN WITHIN EXISTING

CONCRETE VAULT, CONNECT TO EXISTING 10" DI FORCE MAIN WITH (2) 45° FL

BENDS10" x 6" REDUCER AND 10" FL ADAPTER.

18. REINFORCED PRECAST CONCRETE VAULT TOP SLAB WITH SQUARE MANHOLE

FRAME AND DUAL SOLID HATCH LIDS WITH LIFTING HANDLES, SEE DETAIL.

PROVIDE #5 VERTICAL DOWELS @ 24" O.C. TO CONNECT TOP SLAB TO

VERTICAL WALLS OF EXISTING BOX, GROUT SEAL JOINT WITH NON-SHRINK

CEMENTATIOUS GROUT INTERIOR AND EXTERIOR. SEE DETAIL THIS SHEET.

19. GROUT SEAL ANY VISIBLE CRACKS ON THE INTERIOR OF EXISTING CONCRETE

VAULT, THEN APPLY THREE COATS CONSEAL (CS-55), SHERWIN WILLIAMS DTM

ACRYLIC, OR APPROVED EQUAL FOR WATERPROOF SEAL.

20. PROVIDE SOD RESTORATION FOR ALL DISTURBED AREAS, TYP. IN ACCORDANCE

WITH SPECIFICATION SECTION 32 92 23 BAHIA SOD CERTIFIED WEED FREE.

21. CORE DRILL HOLE AND INSTALL RELOCATED VENT PIPE WITH NON-SHRINK

EPOXY GROUT. CORE DRILL 2" HOLE FOR AIR RELEASE VALVE DRAIN SEE

DETAIL THIS SHEET.

22. PROVIDE 2" WATER SERVICE W/ BFP AND HOSE BIBB WITH CONC STAND. WET

TAP CONNECT TO EXISTING 8" WATER LINE ON THE NORTH SIDE OF

LIGHTHOUSE ROAD APPROX. 330 FEET SOUTH OF LIFT STATION SITE.

SCALE:

DEMOLITION SITE PLAN

1" = 10'

REPUMP LIFT STATION 78170

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C-505

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C-505

18 19

6x6-W 2.9x2.9 W.W.F.

OR FIBERMESH

3000 PSI CONCRETE

1" CHAMFER EDGES (TYP.)

1. PROVIDE, INSTALL AND MAINTAIN SILT FENCE (APPROX. LOCATION);

REMOVE UPON PROJECT COMPLETION.

2. PORTION OF EXISTING SANITARY FORCE MAIN TO REMAIN.

3. CUT AND REMOVE PORTION OF FORCE MAIN PIPE, VALVES, FITTINGS,

FROM INSIDE VAULT TO JUST OUTSIDE OF THE WET WELL.

4. REMOVE EXISTING CONCRETE VAULT METAL LIDS AND REMOVE

CONCRETE BOX TOP RIM SECTION.

5. REMOVE EXISTING 2" DRAIN LINE BETWEEN WET WELL AND VALVE

VAULT, CARE SHALL BE TAKEN NOT TO DAMAGE WET WELL LINER.

6. REMOVE EXISTING VENT TO BE RELOCATED AND FILL HOLE WITH A

NON-SHRINK EPOXY GROUT.

TRUE

NORTH

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NORTH

NEW CONC.

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CONCRETE PAD DETAIL

NONE

SCALE:

LIFT STATION 78170

NONE

M

C-505

30'10' 20'0'

10'

GRAPHIC SCALE 1" = 10'

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C-501

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PLUG VALVE (FLANGED)

SEAT END OF PLUG VALVE

FLANGED CHECK VALVE

(LEAVER & WEIGHT)

OUTER ACCESS DOOR HINGES

DOUBLE DOOR ALUMINUM CHECKER

PLATE HATCH COVER CAST IN TOP SLAB

LINED PRECAST CONCRETE TOP SLAB TO

BE 4000 PSI CONCRETE WITH HATCH

OPENING CENTERED IN WET WELL UNLESS

OTHERWISE NOTED. CONCRETE &

REINFORCING TO BE CERTIFIED BY A

FLORIDA ENGINEER. DESIGNED FOR H-20

TRAFFIC LOADING.

DROP BOWL

GRAVITY SS INFLUENT LINE,

(SHOWN ROTATED FOR CLARITY)

316 S.S. CABLE HOLDER (3/8" ROD HOOKS,

ETC., SEE SPECIFICATIONS) LOCATED ON

OPPOSITE SIDE AS DISCHARGE PIPES.

SUBMERSIBLE SEWAGE PUMPS TO

BE LOCATED ALONG C.L. OF WET

WELL UNLESS OTHERWISE NOTED.

BLIND FLANGE W/ NIPPLE (S.S.)

REDUCER (FLANGED) IF REQUIRED

SEAT END ON CHECK VALVE SIDE

TEE (FLANGED) TYP.

45° (FL BEND DOWN

PUMPOUT MALE 3" CAMLOCK

(PO) W/ CAP (ALUM)

PLUG VALVE (FLANGED)

12" LONG (MIN)

FLANGE SPOOL PIECE

2" CORE DRILL

FOR DRAIN PIPE

TO 3"X45° MJ BEND AND

3" PVC SCH 80 EFFLUENT

PIPE (BELOW GROUND)

AIR RELEASE VALVE

DRAIN TO WET WELL

1-1/2" SCH 80 PVC PIPE

PLUG VALVE

(FLANGED)

FLANGED SPOOL PIECE OR FLANGED

FILLER AS NEEDED, SEE PUMP

SEPARATION NOTES.

90° BEND (FLANGED)

6" (MIN) CLEARANCE BETWEEN

PUMP BODY AND HATCH

OPENING (AROUND ALL

EDGES OF PUMP)

DUAL 2" ORANGE SAFETY GRATES ATTACH ON OPPOSITE SIDES OF

HATCH FRAME UNDER THE COVER, AS MANUFACTURED BY USF

FABRICATION, HALLIDAY, OR APPROVED EQUAL CONTRACTOR TO

ENSURE HATCH OPENING AND SAFETY GRATE DIMENSIONS WHEN

FULLY OPEN PROVIDE REQUIRED CLEARANCE, INSTALL PER

MANUFACTURER'S RECOMMENDATIONS.

A

A

90° FL BEND

12" FL SPOOL

FL CHECK VALVE (LEAVER & WEIGHT)

SEAT END ON CHECK

VALVE SIDE

HIGH LEVEL ALARM ELEV. "C"

LAG PUMP ON EVEL. "D"

LEAD PUMP ON EVEL. "E"

BOTH PUMPS OFF ELEV. "F"

WET WELL INVERT = ELEV. "G"

TOP OF CASTING = ELEV. "H"

PUMP BASE PLATE

SUBMERSIBLE SEWAGE PUMPS, EXPLOSION PROOF

LINK-SEAL OPENINGS

316 S.S. PIPE BRACE

8" EFFLUENT FM PIPE

45° MJ BEND

316 S.S.

RESTRAINT

RODS

45° FL BEND

8" FExMJ SCH 80

PVC PIPE

ELEV. "A"

INSTALL 2" WELDED STAINLESS STEEL NIPPLE OR 2" DOUBLE

STRAP SADDLE W/ 2" 316 S.S. BALL VALVE & 2" S.S. PLUG

4" POLY-AIR PCF-PLVF VENT W/ ACTIVATED CARBON STACK

FILTER 4" VENT W/ 6" DIA. SLAB OPENING (SEE NOTE 9)

FL PLUG VALVE W/ 2-INCH OPERATOR

NUT AND GEAR ACTUATOR

AIR RELEASE VALVE

DRAIN TO WET WELL

1-1/2" SCH. 80 PVC

ATTACH TO PIPE W/

CONDUIT HANGERS

FL PLUG VALVE W/ BAR OPERATOR

AND GEAR ACTUATOR

PIPE STAND (TYP.)

EXPANSION JOINT AROUND

PERIMETER

PERIMETER CONCRETE PAD

PROTECTIVE LINER TOP SLAB

AND WALL SECTION

ACCESS DOOR AND DUAL

2" ORANGE SAFETY

GRATES INSIDE, BOTH

SHOWN OPEN

1" CHAMFER EDGES (TYP.)

CONDUITS TO CONTROL PANEL

(PUMPS/TRANSMITTER/FLOATS) SEE

PUMP STATION ELECTRIC PLANS

316 STAINLESS STEEL LIFTING

CHAINS WITH 3'-0" MIN. EXCESS

316 S.S. GUIDE RAILS FOR PUMP

REMOVAL STILLING 316 S.S. PIPE CLAMP

EXTERIOR JOINT SEALANT

MEMBRANE TAPE (TYP.)

LINER TO BE APPLIED TO

VERTICAL WALLS AND TOP

FLOAT SWITCHES, ONE SHOWN

FOR CLARITY, PROVIDE 92), HIGH

LEVEL AND PUMP OFF

PRIMARY LEVEL READER BY LEVEL

TRANSMITTAL, AS MANUFACTURED

BY MERCOID MODEL PBLTX-5-50W/

ZENER BARRIER. INSTALL INSIDE 4"

PVC STILLING WELL

6" GRAVITY INFLUENT PIPE INSTALL

PVC C900 DR18 FROM UPSTREAM

SERVICE 6" FROM BOTTOM

CONTROL ELEVATION INV. ELEV. "B"

DROP BOWL 6" OUTLET

DO NOT CAP

316 STAINLESS STEEL

CLAMPING BRACKETS, SPACE

EVERY 4" OR 2 BRACKETS MIN.

8" SDR35 PVC DROP PIPE

MANUFACTURER APPLIED HDPE

SPECIALTY LINER OVER INTERIOR GROUT

316 S.S. CABLE HOLDER (3/8" ROD HOOKS,

ETC., 6 HOOKS MIN. OR AS NEEDED)

FL SCH 80 PVC PIPE

(2) 45° FL BENDS (FBE) BUTTED FACE TO

FACE ADJUST AS NECESSARY FOR PIPE

ALIGNMENT THROUGH TOP SLAB

FL ECCENTRIC REDUCER (3" X 2" FBE IF NECESSARY

BASED ON PUMP SELECTION)

BASE ELL TO BE FABRICATED BY PUMP

MANUFACTURER. BASE ELBOW TO BE SIZED FOR

EFFLUENT PIPE CONNECTION

GROUT FROM BASE PLATE TO A HEIGHT

OF 1' ABOVE BOTTOM ALL AROUND WITH

CLASS "C" CONCRETE

12" #57 STONE OR PEA GRAVEL

UNDISTURBED SOIL MIN. BEARING

CAPACITY: 2000 LB/SQ FT

SCALE:

LIFT STATION - PLAN

NONE

ELEV. "A"

F

C-503

B

C-501

C

C-501

D

C-503

K

C-504

FIBERGLASS REINFORCED POLYMER WETWELL MEETING A.S.T.M.

D3753 OR PRECAST CONCRETE WETWELL MEETING A.S.T.M. C-478

STANDARD, SHOP DRAWINGS SIGNED BY FLORIDA P.E., PRECAST

BOTTOM SLAB BASE SHALL CAST INTEGRALLY WITH BOTTOM

SECTION (OR)

ENTIRE INSIDE SURFACE OF CONCRETE WETWELL & TOP SLAB

SHALL BE LINED WITH APPROVED LINER. LINER INSTALLER MUST BE

CERTIFIED BY LINER MANUFACTURER. SUBMIT CERTIFICATION WITH

SHOP DRAWING SUBMITTAL. THE EXCAVATED HOLE SHALL BE DRY

(DE-WATERED) DURING THE WETWELL INSTALLATION. SEE NOTE 13.

A

C-501

J

C-504

FINISHED

GRADE

SCALE:

LIFT STATION WET WELL

NONE

SECTION "A - A"

SCALE:

LIFT STATION CONDUIT PENETRATION

NONE

C

C-501

SCALE:

LIFT STATION PAD

NONE

B

C-501

SCALE:

FIBERGLASS (FRP) WET WELL STRUCTURE

NONE

A

C-501

1" CHAMFER EDGES (TYP.)

LIFT STATION CONCRETE SLAB

INSTALL FRP

WETWELL PER

MANUFACTURES

RECOMMENDATIONS

FRAME CONCRETE

FRP WETWELL SHALL MEET

A.S.T.M. D3753 AND SHALL

BE ONE CONTINUOUS BASIN

WITHOUT ANY JOINTS

PROVIDE SAME FOUNDATION

MATERIALS BELOW BASIN AS

SHOWN FOR CONCRETE WET

WELL OR PROVIDE 10" MIN.

CONCRETE PAD

PROVIDE 6" GROUT FOR

ANCHORING OF PUMP BASE

PLATE AND RAIL TO BOTTOM OF

WET WELL, CLASS "C" CONCRETE

BALLAST

CONCRETE 30 CF

MIN. COVER ENTIRE

BOTTOM

ANTI-FLOTATION

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6 x 6 - W2.9 x 2.9 W.W.F. OR

FIBERMESH

3000 PSI CONCRETE

1" CHAMFER EDGES (TYP.)

FIBERGLASS WET WELL

OR CONCRETE W/ LINER

PROVIDE LINK -SEAL

FOR ALL WALL AND

STRUCTURE TOP

PENETRATIONS

LOCC

LIFT STATION

27214

ELEV.

"A"

8.25

"B"

"C"

"D"

"E"

"F"

"G"

"H"

PHOTO OPS

SET POINT

HEIGHTS

PHOTO OPS

LIFT STATION

44406

5.50

5.00

4.50

4.00

3.33

1.33

0.33

9.00

5.00

4.50

4.00

3.50

3.00

1.00

0.00

3.50

3.00

2.50

2.00

0.00

LOCC

SET POINT

HEIGHTS

3.67

3.17

2.67

2.00

0.00

6" 6"

30°

LIFTING

BAIL

8"

5"

3'

MAX.

6"

30"

PIPE STAND

(TYP.)

T

O

5'

C

O V

E R

6"

18"

6"

6' DIA.

12"

30°

12"

12"

GENERAL NOTES:

SANITARY SEWERAGE NOTES:

1. ALL EXPOSED FERROUS METAL SHALL BE PRIMED WITH TWO COATS OF EXTERIOR ENAMEL PAINT, CCAFS OLIVE GREEN.

2. FIBERGLASS WET WELL SHALL BE FRP BASIN MEETING ASTM D3753 SUITABLE FOR THE APPLICATION AND DIMENSIONS SHOWN

ON THE DRAWINGS. THE WET WELL SHALL BE INSTALLED PER THE FRP MANUFACTURER'S RECOMMENDATIONS.

3. BASE AND FIRST RISER UNIT OF PRECAST STRUCTURES TO BE CAST MONOLITHIC.

4. VALVES, ELBOWS, AND SPOOL PIECES SHALL BE SIZED TO PERMIT EASY REMOVAL OF CHECK VALVE SPINDLES WITH MIN.

CLEARANCES AS SHOWN FOR 6" DIA. PIPE AND SMALLER. CLEARANCES SHALL INCREASE AS REQUIRED FOR LARGER PIPE SIZES.

5. ALL LOCATIONS WHERE PIPES ENTER OR LEAVE THE WET WELL SHALL BE MADE WATER-TIGHT WITH WALL SLEEVES AND

LINK-SEAL.

6. THERE SHALL BE NO VALVES OR ELECTRICAL JUNCTION BOXES IN THE WET WELL.

7. WET WELL COVERS SHALL BE ALUMINUM WITH 316 S. STL. HARDWARE AND LOCK BRACKET. SIZE AS REQUIRED BY PUMP

MANUFACTURER.

8. ALL HARDWARE IN WET WELL AND ABOVEGROUND SHALL BE 316 STAINLESS STEEL; ALL NUTS/BOLTS/ WASHERS SHALL BE

CONNECTED USING LOCK WASHERS.

9. FLEXIBLE COUPLINGS SHALL BE SLEEVE TYPE.

10. INSTALL AN ADJUSTABLE STAINLESS STEEL PIPE STAND UNDER EACH CHECK VALVE AT THE EDGE OF THE WET WELL.

11. SEE ELECTRICAL PLANS, FOR CONTROL PANEL CONNECTIONS.

12. CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY PIPING, VALVES, WET WELL, MANHOLES, ACCESSORIES, AND

CONTROLS, FOR A COMPLETE AND OPERABLE SANITARY SEWAGE LIFT STATION.

13. FIBERGLASS WET WELL STRUCTURE IS THE PREFERRED MATERIAL. IF A SUITABLE FIBERGLASS STRUCTURE IS NOT USED, A

CONCRETE WET WELL SHALL HAVE THE ENTIRE INSIDE SURFACE OF WET WELL & TOP SLAB LINED WITH AGRU SURE GRIP HDPE

LINER, OR EQUAL APPROVED LINER. LINER INSTALLER MUST BE CERTIFIED BY LINER MANUFACTURER. SUBMIT CERTIFICATION

WITH SHOP DRAWING SUBMITTAL.

14. ALL ABOVE GROUND EXPOSED FORCE MAIN PIPE AND FITTINGS SHALL BE PAINTED WITH A SAFETY GREEN LATEX, OR OTHER

COLOR APPROVED BY THE CONTRACTING OFFICER.

15. CONTRACTOR SHALL COORDINATE THE FINAL PUMP SELECTION WITH BASE OPERATIONS SUPPORT CONTRACTOR PRIOR TO

ORDERING TO CHECK FOR COMMON PUMPS STOCKED AND AVAILABILITY OF MATCHING REPLACEMENT PUMPS AND PARTS.

16. THE CONTRACTOR SHALL SUBMIT A PLAN AND BE RESPONSIBLE FOR TEMPORARY PUMP STATION SEWAGE BYPASS AT EACH LIFT

STATION TO SUPPORT THE UTILITY TIE-IN CONNECTIONS AND TRANSFER SERVICE TO THE NEW LIFT STATION. REQUESTING A

UTILITY OUTAGE WITHOUT ALTERNATIVE MEANS TO PROVIDE SEWAGE COLLECTION IS NOT ACCEPTABLE.

1. WHERE POTABLE WATER AND SANITARY SEWER MAIN CANNOT AVOID CROSSING WITH LESS THAN TWELVE (12) INCHES OF

VERTICAL CLEARANCE OR WHERE THE SEWER MAIN IS ABOVE THE WATER MAIN, THE SEWER MAIN SHALL BE ENCASED WITH

CONCRETE OR UPGRADED TO PRESSURE RATED PVC PIPE (MEETING THE AWWA C-900 OR C-905 SPECIFICATION) FOR A

MINIMUM LENGTH OF TWENTY (20) FEET, CENTERED ON THE POINT OF CROSSING. A MINIMUM HORIZONTAL SEPARATION OF

SIX (6) FEET (EDGE TO EDGE) BETWEEN POTABLE WATER MAINS AND SEWER MAINS SHALL BE MAINTAINED WHEN AT ALL

POSSIBLE. WHEN THE 6-FOOT HORIZONTAL SEPARATION CANNOT BE MAINTAINED, THE SEWER MAIN SHALL BE INSTALLED

WITH AT LEAST 3-FEET OF SEPARATION AND ON AN UNDISTURBED EARTH SHELF AT LEAST 6" BELOW A POTABLE WATER

MAIN. THE SEPARATION REQUIREMENTS ARE PROVIDED ON SHEET C-504; THE CONTRACTOR SHALL NOTIFY THE

ENGINEER THROUGH THE CONTRACTING OFFICER OF ANY LOCATIONS WHERE THE REQUIRED SEPARATION CANNOT BE MET TO

DETERMINE APPROPRIATE ACTION.

2. TESTING AND INSPECTION:

A. GRAVITY SEWERS SHALL BE TESTED TO ENSURE THAT INFILTRATION DOES NOT EXCEED 50 GPD/INCH DIA/MILE.

B. PROVIDE DEFLECTION TEST, SEE NOTE 10.

C. FORCE MAIN SHALL BE PRESSURE TESTED AT 100 PSI MINIMUM FOR A MINIMUM OF 1 HOUR. A LEAKAGE TEST SHALL BE

PERFORMED CONCURRENTLY. LEAKAGE SHALL NOT EXCEED 0.25 GAL/HR/1000 LF OF 3-INCH OR 0.33 GAL/HR/1000 LF OF

8-INCH FORCE MAIN.

D. VACUUM TEST NEW SEWER MANHOLES IN ACCORDANCE WITH ASTM C 1244.

3. ALL SANITARY SEWER COLLECTION SYSTEM CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST REVISION OF THE

UFC 3-240-01 "WASTEWATER COLLECTION."

4. ALL GRAVITY SANITARY SEWER LINES SHALL BE PVC (ASTM D3034, SDR35) WITH ELECTRO-METRIC GASKETS MEETING ASTM

F477 UNLESS OTHERWISE NOTED. PVC FORCEMAINS SHALL MEET ASTM D 2241 SDR-21 (PC200), OR AWWA C900 DR-18 (PC235).

HDPE FORCEMAINS SHALL BE AWWA C906 DR11 (PC160) W/DIP O.D. HDPE PIPE SHALL BE HEAT FUSED BY PERSONNEL AND

EQUIPMENT APPROVED BY THE PIPE REPRESENTATIVE AND BE PROVIDED WITH MJ ADAPTERS (RATED 160 PSI) FOR ELECTRO

FUSION APPLICATION. ALL GRAVITY SEWER AND FORCEMAIN PIPE SHALL BE COLOR-CODED GREEN FOR IDENTIFICATION.

5. PROVIDE ENGINEER WITH AS-BUILT SEWAGE COLLECTION SYSTEM INFORMATION FROM A FLORIDA REGISTERED PROFESSIONAL

LAND SURVEYOR, AT NO ADDITIONAL COST TO THE OWNER, AS FOLLOWS:

HORIZONTAL LOCATION OF FORCE MAIN AND ANY SIGNIFICANT CHANGE IN ELEVATION (COVER) DISTANCE BETWEEN MANHOLES

MANHOLE & SERVICE LATERAL LOCATIONS FROM DOWNSTREAM MANHOLE INVERT, MANHOLE RIM AND SERVICE WYE

ELEVATIONS, CLEARANCE BETWEEN GRAVITY OR PRESSURE SEWERS AND WATERMAINS COMPUTED SEWER SLOPES THE

SEWER AS-BUILT INFORMATION IS DUE PRIOR TO PAVING AND SODDING. CONTRACTOR SHALL PROVIDE SURVEYOR

24-HOUR NOTICE IN ORDER TO OBTAIN ESSENTIAL LOCATIONS AND ELEVATIONS.

6. VENTILATE PIPE DURING CONSTRUCTION AS REQUIRED TO ELIMINATE REFRACTION ERRORS IN SETTING ELEVATIONS.

7. PROVIDE FERNCO COUPLINGS, OR APPROVED EQUAL, AT ALL CONNECTIONS OF PVC TO D.I. SEWER PIPE.

8. COMPACTION OF BACKFILL WILL BE TESTED TO 98% OF AASHTO T-180 UNDER ROADWAYS, 95% OF AASHTO T-180 UNDER OPEN

AREAS.

9. WET WELL VENT SHALL BE BY REX-BAC-T POLYOK POLY-AIR PCF-PLVF 4" ACTIVATED CARBON STACK FILTER FOR ODOR

CONTROL, OR APPROVED EQUAL.

10. DEFLECTION TESTS: TESTING IS REQUIRED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE FOR AT LEAST 30 DAYS TO PERMIT

STABILIZATION OF THE SOIL-PIPE SYSTEM. TEST PIPE USING A RIGID BALL OR MANDREL FOR THE DEFLECTION TEST WITH A

DIAMETER OF NOT LESS THAN 95.0% OF THE BASE INSIDE DIAMETER OF THE PIPE SPECIFIED IN THE APPENDIX TO ASTM D3034.

THE TEST DEVICE SHALL BE PULLED THROUGH BY HAND.

11. PLUG UNUSED SANITARY SEWER SERVICES AND MAINS WITH NON-SHRINK GROUT.

12. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER PRIOR TO REMOVAL OF SANITARY SEWER PIPE OR ELECTRICAL SYSTEM

COMPONENTS IN ORDER FOR NOTICES OF SERVICE OUTAGE TO BE DELIVERED, IF OUTAGE IS REQUIRED. WORK SEQUENCE

SHALL BE PLANNED SO AS TO MINIMIZE UTILITY SERVICE OUTAGES.

13. ALL PLUG VALVES SHALL BE PROVIDED WITH A SERVICE GEAR CAPABLE OF HOLDING AT LEAST 100 PSI TEST PRESSURE FROM

BOTH DIRECTIONS; BURIED AND ABOVEGROUND VALVES SHALL BE EQUIPPED WITH 2" NUT ACTUATOR.

14. ALL D.I. FITTINGS USED INSIDE WET WELL SHALL BE FUSION BONDED EPOXY (FBE) COATED.

4" MIN.

FLANGE

5"

A

M b a r v i r

SUBMERSIBLE SEWAGE PUMPS TO BE

LOCATED ALONG C.L. OF WET WELL

UNLESS OTHERWISE NOTED.

GRAVITY SS INFLUENT LINE,

(SHOWN ROTATED FOR CLARITY)

DOUBLE DOOR ALUMINUM

CHECKER PLATE HATCH

COVER CAST IN TOP SLAB.

LINED PRECAST CONCRETE TOP SLAB TO BE

4000 PSI CONCRETE WITH HATCH OPENING

CENTERED IN WETWELL UNLESS OTHERWISE

NOTED. CONCRETE & REINFORCING TO BE

CERTIFIED BY A FLORIDA ENGINEER.

DESIGNED FOR H-20 TRAFFIC LOADING.

18"

DROP BOWL

SCALE:

TRI-PUMP LIFT STATION - PLAN

NONE

6" (MIN) CLEARANCE

BETWEEN PUMP BODY AND

HATCH OPENING (AROUND

ALL EDGES OF PUMP)

5"

PERIMETER CONCRETE PAD

316 S.S. GUIDE RAILS FOR PUMP REMOVAL

SUBMERSIBLE SEWAGE PUMPS, EXPLOSION

PROOF SOFT START FOR MOTORS

GROUT FROM BASE PLATE TO A HEIGHT

OF 1' ABOVE BOTTOM ALL AROUND

WITH CLASS "C" CONCRETE

BASE ELL TO BE FABRICATED BY PUMP

MANUFACTURER. BASE ELBOW TO BE SIZED FOR

EFFLUENT PIPE CONNECTION.

FIBERGLASS REINFORCED POLYMER WETWELL MEETING

A.S.T.M. D3753 OR PRECAST CONCRETE WETWELL MEETING

A.S.T.M. C-478 STANDARD, SHOP DRAWINGS SIGNED BY FLORIDA

P.E., PRECAST BOTTOM SLAB BASE SHALL CAST INTEGRALLY

WITH BOTTOM SECTION. (OR)

ENTIRE INSIDE SURFACE OF CONCRETE WETWELL & TOP SLAB

SHALL BE LINED WITH APPROVED LINER. LINER INSTALLER MUST

BE CERTIFIED BY LINER MANUFACTURER. SUBMIT

CERTIFICATION WITH SHOP DRAWING SUBMITTAL. THE

EXCAVATED HOLE SHALL BE DRY (DE-WATERED) DURING THE

WET WELL INSTALLATION. SEE NOTE 13.

316 S.S. PIPE BRACE

316 STAINLESS STEEL LIFTING CHAINS

WITH 3'-0" MIN. EXCESS

FL SCH 80 PVC PIPE

PUMP BASE PLATE

EL. "A"

CONDUITS TO CONTROL PANEL

(PUMPS/TRANSMITTER/FLOATS)

SEE PUMP STATION ELECTRIC PLANS

LINER TO BE APPLIED TO

VERTICAL WALLS AND TOP

MANUFACTURER APPLIED HDPE SPECIALTY

LINER OVER INTERIOR GROUT

EXTERIOR JOINT SEALANT

MEMBRANE TAPE (TYP.)

UNDISTURBED SOIL MIN. BEARING

CAPACITY: 2000 LB/SQ FT

12" #57 STONE OR PEA GRAVEL

6"

MAX

FLOAT SWITCHES, ONE SHOWN

FOR CLARITY, PROVIDE (2),

HIGH LEVEL AND PUMP OFF

LIFTING

BAIL

6"6"

3'

EXPANSION JOINT AROUND PERIMETER

PROTECTIVE LINER TOP SLAB

AND WALL SECTIONS

10"

30°

TOP OF CASTING = EL. "H"

HIGH LEVEL ALARM ELEV. "C"

LAG PUMP ON ELEV. "D"

BOTH PUMPS OFF ELEV. "F"

LEAD PUMP ON ELEV. "E"

30"

WET WELL INVERT = EL. "G"

10' DIA.

T

O

PIPE STAND (TYP.)

FL PLUG VALVE W/2-INCH

LINK-SEAL OPENINGS

INSTALL 2" WELDED STAINLESS STEEL

NIPPLE OR 2" DOUBLE STRAP SADDLE W/

2" 316 S.S. BALL VALVE & 2" S.S. PLUG

12" FL SPOOL

90° FL BEND

FL CHECK VALVE (LEVER & WEIGHT)

SEAT END ON CHECK

VALVE SIDE

A

FLANGED SPOOL PIECE OR FLANGED

FILLER AS NEEDED. SEE PUMP

SEPARATION NOTES.

SEAT END OF PLUG VALVE

90° BEND (FLANGED)

PLUG VALVE (FLANGED)

12" LONG (MIN)

FLANGE SPOOL PIECE

PUMPOUT MALE 3" CAMLOCK

(PO) w/CAP (ALUM)

BLIND FLANGE w/NIPPLE (S.S.)

REDUCER (FLANGED) IF REQUIRED

SEAT END ON CHECK VALVE SIDE

TEE (FLANGED) TYP.

PLUG VALVE (FLANGED)

FLANGED CHECK VALVE

(LEVER & WEIGHT)

TO 3"x45° MJ BEND AND

3" PVC SCH 80 EFFLUENT

PIPE (BELOW GROUND)

6" FExMJ SCH 80

PVC PIPE

C

O V

E R

5'

PLUG

VALVE

(FLANGED)

45° MJ BEND

8" EFFLUENT FM PIPE

8" SDR35 PVC DROP PIPE

EL. "A"

316 S.S.

RESTRAINT

RODS

316 STAINLESS STEEL CLAMPING BRACKETS,

SPACE EVERY 4' OR 2 BRACKETS MIN.

10"

OPERATOR NUT AND GEAR ACTUATOR

(2) 45° FL BENDS (FBE) BUTTED FACE TO

FACE ADJUST AS NECESSARY FOR PIPE

ALIGNMENT THROUGH TOP SLAB

GENERAL NOTES:

1. ALL EXPOSED FERROUS METAL SHALL BE PRIMED WITH TWO COATS OF EXTERIOR ENAMEL PAINT, CCAFS OLIVE GREEN.

2. FIBERGLASS WET WELL SHALL BE FRP BASIN MEETING ASTM D3753 SUITABLE FOR THE APPLICATION AND DIMENSIONS SHOWN ON

THE DRAWINGS. THE WET WELL SHALL BE INSTALLED PER THE FRP MANUFACTURER'S RECOMMENDATIONS.

3. BASE AND FIRST RISER UNIT OF PRECAST STRUCTURES TO BE CAST MONOLITHIC.

4. VALVES, ELBOWS, AND SPOOL PIECES SHALL BE SIZED TO PERMIT EASY REMOVAL OF CHECK VALVE SPINDLES WITH MIN.

CLEARANCES AS SHOWN FOR 6" DIA. PIPE AND SMALLER. CLEARANCES SHALL INCREASE AS REQUIRED FOR LARGER PIPE SIZES.

5. ALL LOCATIONS WHERE PIPES ENTER OR LEAVE THE WET WELL SHALL BE MADE WATER-TIGHT WITH WALL SLEEVES AND LINK-SEAL.

6. THERE SHALL BE NO VALVES OR ELECTRICAL JUNCTION BOXES IN THE WET WELL.

7. WET WELL COVERS SHALL BE ALUMINUM WITH 316 S. STL. HARDWARE AND LOCK BRACKET. SIZE AS REQUIRED BY PUMP

MANUFACTURER.

8. ALL HARDWARE IN WET WELL AND ABOVEGROUND SHALL BE 316 STAINLESS STEEL; ALL NUTS/BOLTS/ WASHERS SHALL BE

CONNECTED USING LOCK WASHERS.

9. FLEXIBLE COUPLINGS SHALL BE SLEEVE TYPE.

10. INSTALL AN ADJUSTABLE STAINLESS STEEL PIPE STAND UNDER EACH CHECK VALVE AT THE EDGE OF THE WET WELL.

11. SEE ELECTRICAL PLANS, FOR CONTROL PANEL CONNECTIONS.

12. CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY PIPING, VALVES, WET WELL, MANHOLES, ACCESSORIES, AND

CONTROLS, FOR A COMPLETE AND OPERABLE SANITARY SEWAGE LIFT STATION.

13. FIBERGLASS WET WELL STRUCTURE IS THE PREFERRED MATERIAL. IF A SUITABLE FIBERGLASS STRUCTURE IS NOT USED, A

CONCRETE WET WELL SHALL HAVE THE ENTIRE INSIDE SURFACE OF WET WELL & TOP SLAB LINED WITH AGRU SURE GRIP HDPE

LINER, OR EQUAL APPROVED LINER. LINER INSTALLER MUST BE CERTIFIED BY LINER MANUFACTURER. SUBMIT CERTIFICATION WITH

SHOP DRAWING SUBMITTAL.

14. ALL ABOVE GROUND EXPOSED FORCE MAIN PIPE AND FITTINGS SHALL BE PAINTED WITH A SAFETY GREEN LATEX, OR OTHER COLOR

APPROVED BY THE CONTRACTING OFFICER.

15. CONTRACTOR SHALL COORDINATE THE FINAL PUMP SELECTION WITH BASE OPERATIONS SUPPORT CONTRACTOR PRIOR TO

ORDERING TO CHECK FOR COMMONPUMPS STOCKED AND AVAILABILITY OF MATCHING REPLACEMENT PUMPS AND PARTS.

16. THE CONTRACTOR SHALL SUBMIT A PLAN AND BE RESPONSIBLE FOR TEMPORARY PUMP STATION SEWAGE BYPASS AT EACH LIFT

STATION TO SUPPORT THE UTILITY TIE-IN CONNECTIONS AND TRANSFER SERVICE TO THE NEW LIFT STATION. REQUESTING A

UTILITY OUTAGE WITHOUT ALTERNATIVE MEANS TO PROVIDE SEWAGE COLLECTION IS NOT ACCEPTABLE.

SANITARY SEWERAGE NOTES:

1. WHERE POTABLE WATER AND SANITARY SEWER MAIN CANNOT AVOID CROSSING WITH LESS THAN TWELVE (12) INCHES OF VERTICAL

CLEARANCE OR WHERE THE SEWER MAIN IS ABOVE THE WATER MAIN, THE SEWER MAIN SHALL BE ENCASED WITH CONCRETE OR

UPGRADED TO PRESSURE RATED PVC PIPE (MEETING THE AWWA C-900 OR C-905 SPECIFICATION) FOR A MINIMUM LENGTH OF TWENTY

(20) FEET, CENTERED ON THE POINT OF CROSSING. A MINIMUM HORIZONTAL SEPARATION OF SIX (6) FEET (EDGE TO EDGE) BETWEEN

POTABLE WATER MAINS AND SEWER MAINS SHALL BE MAINTAINED WHEN AT ALL POSSIBLE. WHEN THE 6-FOOT HORIZONTAL

SEPARATION CANNOT BE MAINTAINED, THE SEWER MAIN SHALL BE INSTALLED WITH AT LEAST 3-FEET OF SEPARATION AND ON AN

UNDISTURBED EARTH SHELF AT LEAST 6" BELOW A POTABLE WATER MAIN. THE SEPARATION REQUIREMENTS ARE PROVIDED ON SHEET

C-504; THE CONTRACTOR SHALL NOTIFY THE ENGINEER THROUGH THE CONTRACTING OFFICER OF ANY LOCATIONS WHERE THE

REQUIRED SEPARATION CANNOT BE MET TO DETERMINE APPROPRIATE ACTION. SEE DETAIL C-505.

2. TESTING AND INSPECTION:

A. GRAVITY SEWERS SHALL BE TESTED TO ENSURE THAT INFILTRATION DOES NOT EXCEED 50 GPD/INCH DIA/MILE.

B. PROVIDE DEFLECTION TEST, SEE NOTE 10.

C. FORCE MAIN SHALL BE PRESSURE TESTED AT 100 PSI MINIMUM FOR A MINIMUM OF 1 HOUR. A LEAKAGE TEST

SHALL BE PERFORMED CONCURRENTLY. LEAKAGE SHALL NOT EXCEED 0.50 GAL/HR/1000 LF OF 6-INCH OR 0.67 GAL/HR/1000 LF

OF 8-INCH FORCE MAIN.

D. VACUUM TEST NEW SEWER MANHOLES IN ACCORDANCE WITH ASTM C 1244.

3. ALL SANITARY SEWER COLLECTION SYSTEM CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST REVISION OF THE UFC

3-240-01 "WASTEWATER COLLECTION."

4. ALL GRAVITY SANITARY SEWER LINES SHALL BE PVC (ASTM D3034, SDR35) WITH ELECTRO-METRIC GASKETS MEETING ASTM F477

UNLESS OTHERWISE NOTED. PVC FORCEMAINS SHALL MEET ASTM D 2241 SDR-21 (PC200), OR AWWA C900 DR-18 (PC235). HDPE

FORCEMAINS SHALL BE AWWA C906 DR11 (PC160) W/DIP O.D. HDPE PIPE SHALL BE HEAT FUSED BY PERSONNEL AND EQUIPMENT

APPROVED BY THE PIPE REPRESENTATIVE AND BE PROVIDED WITH MJ ADAPTERS (RATED 160 PSI) FOR ELECTRO FUSION APPLICATION.

ALL GRAVITY SEWER AND FORCEMAIN PIPE SHALL BE COLOR-CODED GREEN FOR IDENTIFICATION.

5. PROVIDE ENGINEER WITH AS-BUILT SEWAGE COLLECTION SYSTEM INFORMATION FROM A FLORIDA REGISTERED PROFESSIONAL LAND

SURVEYOR, AT NO ADDITIONAL COST TO THE OWNER, AS FOLLOWS:

HORIZONTAL LOCATION OF FORCE MAIN AND ANY SIGNIFICANT CHANGE IN ELEVATION (COVER) DISTANCE BETWEEN MANHOLES

MANHOLE & SERVICE LATERAL LOCATIONS FROM DOWNSTREAM MANHOLE INVERT, MANHOLE RIM AND SERVICE WYE ELEVATIONS

CLEARANCE BETWEEN GRAVITY OR PRESSURE SEWERS AND WATERMAINS COMPUTED SEWER SLOPES THE SEWER AS-BUILT

INFORMATION IS DUE PRIOR TO PAVING AND SODDING. CONTRACTOR SHALL PROVIDE SURVEYOR 24-HOUR NOTICE IN ORDER TO

OBTAIN ESSENTIAL LOCATIONS AND ELEVATIONS.

6. VENTILATE PIPE DURING CONSTRUCTION AS REQUIRED TO ELIMINATE REFRACTION ERRORS IN SETTING ELEVATIONS.

7. PROVIDE FERNCO COUPLINGS, OR APPROVED EQUAL, AT ALL CONNECTIONS OF PVC TO D.I. SEWER PIPE.

8. COMPACTION OF BACKFILL WILL BE TESTED TO 98% OF AASHTO T-180 UNDER ROADWAYS, 95% OF AASHTO T-180 UNDER OPEN AREAS.

9. WET WELL VENT SHALL BE BY REX-BAC-T POLYOK POLY-AIR PCF-PLVF 4" ACTIVATED CARBON STACK FILTER FOR ODOR CONTROL, OR

APPROVED EQUAL.

10. DEFLECTION TESTS: TESTING IS REQUIRED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE FOR AT LEAST 30 DAYS TO PERMIT

STABILIZATION OF THE SOIL-PIPE SYSTEM. TEST PIPE USING A RIGID BALL OR MANDREL FOR THE DEFLECTION TEST WITH A DIAMETER

OF NOT LESS THAN 95.0% OF THE BASE INSIDE DIAMETER OF THE PIPE SPECIFIED IN THE APPENDIX TO ASTM D3034. THE TEST DEVICE

SHALL BE PULLED THROUGH BY HAND.

11. PLUG UNUSED SANITARY SEWER SERVICES AND MAINS WITH NON SHRINK GROUT.

12. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER PRIOR TO REMOVAL OF SANITARY SEWER PIPE OR ELECTRICAL SYSTEM

COMPONENTS IN ORDER FOR NOTICES OF SERVICE OUTAGE TO BE DELIVERED, IF OUTAGE IS REQUIRED. WORK SEQUENCE SHALL BE

PLANNED SO AS TO…