Attach_1_SXHT_16-1100_Drawings.pdf

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CE OPERATIONS:

COMMUNICATIONS:

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USER:

SAFETY:

SECURITY FORCES:

ATO:

OTHER:

ENVIRONMENTAL:

FIRE:

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SS MH B11

PROJECT

LIMITS

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SXHT 16-1100

REPAIR / REPLACE LIFT STATION 725

DRAWING INDEX

Sheet Number Sheet Title

GENERAL

G-001

LOCATION MAP, PROJECT AREA AND DRAWING INDEX

CIVIL

C-001

GENERAL NOTES, ABBREVIATIONS, AND LEGEND

C-101 LIFT STATION 725 DEMO AND SITE PLAN

C-501 LIFT STATION 725 DETAILS AND NOTES

C-502 SANITARY SEWER DETAILS

C-503

CIVIL DETAILS

ELECTRICAL

E-001

ELECTRICAL NOTES, LEGEND AND ABBREVIATIONS

E-101

ELECTRICAL DEMO, NEW CONSTRUCTION AND SITE PLAN

E-501 LIFT STATION CONTROL PANEL DETAIL

E-502 ENCLOSURE AND DEADFRONT LAYOUT

E-503 LIFT STATION TERMINAL CONNECTION BOX DETAIL

E-504 LIFT STATION SEQUENCE OF OPERATIONS

E-505 LIFT STATION CONTROL PANEL POWER

E-506 LIFT STATION CONTROL PANEL 120V WIRING

E-507 LIFT STATION CONTROL PANEL SCADAPACK & FIELD WIRING

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X:\SXHT\16-1100 Repair-Replace Lift Station 725\DWG\16-1100 G-001.dwg, 2/14/2018 11:40:00 AM

GENERAL NOTES:

1. SEE SHEET C-501 FOR TYPICAL LIFT STATION, NOTES AND DETAILS.

2. SEE ELECTRICAL SHEETS FOR ELECTRICAL NOTES, PLANS AND DETAILS.

3. DUE TO SPACE LIMITATIONS, THE DEMOLITION WORK OF THE EXISTING LIFT STATION SHALL OCCUR PRIOR TO THE NEW SEWER

LIFT STATION SYSTEM. THE CONTRACTOR SHALL COORDINATE REQUESTED WASTEWATER SERVICE OUTAGE WITH THE

CONTRACTING OFFICER AND FACILITY AT LEAST TWO WEEKS PRIOR TO OUTAGE.

4. NEW ELECTRICAL SUPPLY AND CONTROL PANEL SHALL BE INSTALLED AND OPERATIONAL IN ORDER TO MINIMIZE POWER

OUTAGE DURING TRANSFER.

5. COORDINATE ALL UTILITY OUTAGES THROUGH THE CONTRACTING OFFICER. THE CONTRACTOR SHALL SUBMIT A PLAN AND BE

RESPONSIBLE FOR SCHEDULING AND MINIMIZING THE AMOUNT OF TIME THE FACILITY SERVED BY THE LIFT STATION IS WITHOUT

UTILITY SERVICE.

6. CONTRACTOR IS RESPONSIBLE TO REQUEST UTILITY LOCATES AND OBTAIN AN AF FORM 103 PRIOR TO CONSTRUCTION.

7. UNDERGROUND UTILITY LINES SHOWN ARE BASED ON BEST AVAILABLE MAPS AND SHALL BE VERIFIED BY THE CONTRACTOR.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING CONCRETE FOR ASBESTOS PER SPECIFICATION SECTION 01 57 19 PRIOR

TO CUTTING OPERATIONS FOR DISPOSAL OF STRUCTURES SHOWN TO BE REMOVED OR DEMOLISHED.

9. CONTRACTOR SHALL COMPLY WITH, BUT NOT LIMITED TO: AFI 32-7086, HAZARDOUS MATERIALS MANAGEMENT, FEBRUARY 2015

AND THE 45TH SW HAZMAT TRACKING PROCEDURES FOR CONSTRUCTION AND SERVICE CONTRACTORS. THE CONTRACTOR

SHALL CONTACT THE 45 CES/CEIE HAZARDOUS MATERIALS PROGRAM MANAGER AT 321-494-9268 TO REVIEW AUTHORIZATION

PROCEDURES PRIOR TO HAZARDOUS MATERIALS BEING BROUGHT ON TO 45 SW PROPERTY. NO HAZARDOUS MATERIALS ARE

ALLOWED TO BE BROUGHT ON TO ANY 45 SW INSTALLATION WITHOUT PRIOR APPROVAL.

10. DISPOSAL OF WASTE STREAM SHALL COMPLY WITH THE 45SW OPLAN 19-14 WASTE MANAGEMENT PLAN.

11. IF NIGHT WORK IS REQUIRED FROM 1 MAY TO 31 OCT BETWEEN 2100 TO 0600 HOURS, A LIGHT MANAGEMENT PLAN MUST BE

REVIEWED AND APPROVED THROUGH THE CONTRACTING OFFICER AND 45 CES ENVIRONMENTAL (45 CES/CEIE) AT LEAST 45

DAYS PRIOR TO NIGHT WORK COMMENCEMENT.

12. SOLID WASTE MUST BE MANAGED IN ACCORDANCE WITH THE INSTRUCTIONS SET FORTH IN THE CONTRACT SPECIFICATIONS.

THE CONTRACTOR IS ALSO RESPONSIBLE FOR OFF-SITE DISPOSAL OF NON-HAZARDOUS WASTE AND ALLOW FOR THE

RECYCLING OF MATERIALS AND DEBRIS TO THE LARGEST EXTENT POSSIBLE.

13. CONSTRUCTION DEWATERING IS NECESSARY FOR THE INSTALLATION OF THE PROPOSED LIFT STATION WET WELL. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING APPROVAL OF A DEWATERING PLAN PRIOR TO ANY DEWATERING.

COORDINATE THE DEWATERING PLAN APPROVAL THROUGH THE CONTRACTING OFFICER. NO CONSTRUCTION DEWATERING

SHALL BE ALLOWED INTO EXISTING STORMWATER RETENTION AREAS, DRAINAGE OR SANITARY SEWER SYSTEM. REFERENCE

SPECIFICATIONS SECTION 01 57 19, PARAGRAPH "SURFACE AND GROUNDWATER". THE SITE IS LOCATED WITHIN 500 FEET OF

KNOWN GROUNDWATER IMPACTED WITH PFOS/PFOA WITH LIKELY POTENTIAL TO IMPACT THE DEWATERING OPERATIONS. THE

AREA SOUTH OF THE PROJECT SITE BETWEEN BLDG. 761 AND 763 AND NORTH OF THE SITE ENCOMPASSING BLDG. 705 AND THE

MIXING TANKS HAS POSITIVE DETECTIONS OF PERFLUOROOCTANOIC ACID (PFOA) AND PERFLUOROOCTANE SULFONATE (PFOS)

IN THE GROUNDWATER ABOVE THE EPA HEALTH ADVISORY LIMITS / DRINKING WATER STANDARDS. THE DEWATERING EFFLUENT

SHALL BE CONTAINED AND DIRECTED INTO ONE OF THESE TWO PERVIOUS AREAS TO RETAIN ANY PFOA/PFOS WITHIN THE

EXISTING KNOWN IMPACTED LOCATIONS. THIS AREA WILL REQUIRE ADDITIONAL COORDINATION WITH IRP. DEWATERING

EFFLUENT CANNOT BE PUMPED INTO CANALS, DITCHES, SURFACE WATERS, OR OVERFLOW INTO ADJACENT AREAS.

14. THE CONTRACTOR SHALL CONSULT WITH THEIR HEALTH AND SAFETY REPRESENTATIVE TO ENSURE THAT WORKERS EMPLOY

PROPER PERSONAL PROTECTIVE EQUIPMENT WHEN WORKING IN OR AROUND DEWATERING FLUIDS OR EXPOSED

GROUNDWATER. AT THE CONTRACTOR'S OPTION AND EXPENSE, TESTING OF THE CHEMICAL CONSTITUENTS IN THE

GROUNDWATER MAY BE PERFORMED BY THE CONTRACTOR, BUT IS NOT REQUIRED.

15. STORMWATER BMPs FOR EROSION AND SEDIMENTATION CONTROL SHALL BE INSTALLED PRIOR TO START OF SITE

CONSTRUCTION OR DEMOLITION.

16. THE HANGAR BLDG. 750 WILL BE OPERATIONAL DURING CONSTRUCTION, HOWEVER THE RESTROOMS AND SANITARY DRAINS

SERVED BY LIFT STATION 725 WILL BE CLOSED DURING CONSTRUCTION. THE DEMOLITION AND PROPOSED WORK AFFECTING

SERVICE OUTAGE SHALL BE COORDINATED WITH THE CONTRACTING OFFICER. THE CONTRACTOR SHALL ALSO ENSURE PUBLIC

SAFETY MEASURES AND MINIMIZED IMPACTS TO THE HANGAR ACCESS ARE PROVIDED.

17. CONTRACTOR SHALL COORDINATE WITH THE WATER SHOPS THROUGH THE CONTRACTING OFFICER FOR EXISTING FORCEMAIN

SHUTOFF TO PERFORM DEMOLITION AND CAPPING OF THE EXISTING LINE.

18. DUE TO THE CLOSE PROXIMITY OF THE LIFT STATION SITE ADJACENT TO HANGAR BLDG. 750, THE CONTRACTOR SHALL ENSURE

METHODS OF EXCAVATION AND DEWATERING ENSURE NO UNDERMINING OF THE EXISTING STRUCTURAL FOUNDATIONS.

19. ANY STOCKPILE OF EXCAVATED SOIL OR OTHER CONSTRUCTION MATERIAL STORED NEAR THE SITE SHALL BE COVERED AND

CONTAINED WITHIN THE DESIGNATED AREA TO PREVENT F.O.D. HAZARD TO AIRFIELD AREAS.

20. FOR CONSTRUCTION SITE ACCESS, THE CONTRACTOR WILL BE REQUIRED TO OBTAIN AIRFIELD DRIVER TRAINING AS THE

PROJECT IS LOCATED WITHIN THE AIRFIELD ON THE 750 APRON, BUT IS LOCATED OUTSIDE THE CONTROLLED AREA, SO NO

RADIO CONTACT IS REQUIRED WITH THE CONTROL TOWER. DO NOT CROSS ANY RED RESTRICTED AREA LINES.

21. THIS PROJECT REQUIRES A TEMPORARY CONSTRUCTION WAIVER FOR WORK WITHIN THE AIRFIELD. THE CONTRACTOR SHALL

COORDINATE WITH THE CONTRACTING OFFICER TO OBTAIN A TEMPORARY WAIVER AT LEAST 45 DAYS PRIOR TO START OF

CONSTRUCTION.

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LEGEND:

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ENGINEER OF RECORD: DAVID A. LAVENDER

LICENSE NUMBER: 66400

NAME AND ADDRESS OF BUSINESS:

ALLEN ENGINEERING, INC.

106 DIXIE LANE (P.O. BOX 321321)

COCOA BEACH, FLORIDA 32932-1321

OFFICE: (321) 783-7443 - FAX: (321)783-5902

E-MAIL: INFO@ALLENENG.NET

FL C.A. # LB 266

AEI #: 170051

RAEIS CONTRACT NO: FA2521-13-D-0005-18F0039

ABBREVIATIONS:

C-001

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IDENTIFICATION

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AF - AIR FORCE

A.S.T.M. - AMERICAN SOCIETY FOR TESTING AND MATERIALS

BMPs - BEST MANAGEMENT PRACTICES

CLF - CHAINED LINK FENCE

CLP - CONCRETE LIGHT POLE

CMH - COMMUNICATIONS MANHOLE

C.O. - CONTRACTING OFFICER

CO - CLEANOUT

CONC. - CONCRETE

CPP - CONCRETE POWER POLE

CTRL. - CONTROL

Cx - UNDERGROUND COMMUNICATIONS

DCDA - DOUBLE CHECK DETECTOR ASSEMBLY

E - EASTING

ECP - ELECTRIC CONTROL PANEL

EHH - ELECTRIC HANDHOLE

EL. - ELEVATION

ET - ELECTRIC TRANSFORMER

Ex - UNDERGROUND ELECTRIC

FDC - FIRE DEPARTMENT CONNECTION

FE - FLANGED END

FH - FIRE HYDRANT

FL - FLANGED

FM - FORCEMAIN PIPE

FMB - FORCEMAIN BEND

FMT - FORCEMAIN TEE

F.O.D. - FOREIGN OBJECT DEBRIS

FOx - UNDERGROUND FIBER OPTIC

FRP - FIBERGLASS REINFORCED POLYESTER

GA - GUY ANCHOR

GEN. - GENERATOR

GL - GROUND LIGHT

GPS - GLOBAL POSITIONING SYSTEM

GT - GREASE TRAP MANHOLE

GV - GAS VALVE

Gx - UNDERGROUND GAS

HDD - HORIZONTAL DIRECTIONAL DRILL

INV. - INVERT

IRT - 5/8" IRON ROD TRAVERSE

IRP - INSTALLATION RESTORATION PROGRAM

LB - LAND SURVEYING BUSINESS

LS - LIFT STATION

MCC - MOTOR CONTROL CENTER

MGP - METAL GUARD POST

MH - MANHOLE

MTS - MANUAL TRANSFER SWITCH

MW - MONITORING WELL

N - NORTHING

NAD - NORTH AMERICAN DATUM

NAVD88 - NORTH AMERICAN VERTICAL DATUM OF 1988

NDT - NAIL & DISK TRAVERSE

PIV - POST INDICATOR VALVE

PVC - POLYVINYL CHLORIDE

RCP - REINFORCED CONCRETE PIPE

SCH - SCHEDULE

SDx - UNDERGROUND STORM DRAINAGE

S.S. - STAINLESS STEEL

SSx - UNDERGROUND SANITARY SEWER

SVV - SANITARY VALVE VAULT

TH - TEST HOLE

T.O.P. - TOP OF PIPE ELEVATION

TYP - TYPICAL

USC&GS - UNITED STATES COAST & GEODETIC SURVEY

WV - WATER VALVE

Wx - UNDERGROUND WATER

XFMR - TRANSFORMER

ENGINEER'S NOTES:

1. NO TOPOGRAPHICAL, UTILITY, OR LOCATION SURVEY WAS PERFORMED.

2. THE INFORMATION SHOWN HEREON IS BASED ON BEST AVAILABLE DATA PROVIDED BY THE GOVERNMENT. THE

CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, UTILITIES AND DIMENSIONS OF WORK PRIOR TO

ORDERING ANY MATERIALS OR STRUCTURES.

3. ANY DISCREPANCIES FOUND BETWEEN THE CONTRACT DOCUMENTS AND ACTUAL FIELD CONDITIONS SHALL

IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER.

4. THE LIFT STATION AND FORCE MAIN PIPING SHALL NOT BE PLACED INTO SERVICE UNTIL RECEIPT OF FDEP LETTER

OF CLEARANCE.

EXISTING UNDERGROUND WATER MAIN

EXISTING DOMESTIC WATER SERVICE LINE

EXISTING ABANDONED IN PLACE WATER LINE

EXISTING UNDERGROUND FIRE LINE

EXISTING SANITARY GRAVITY SEWER

EXISTING SANITARY FORCE MAIN EXISTING

UNDERGROUND COMMUNICATION EXISTING

UNDERGROUND ELECTRIC EXISTING

UNDERGROUND GAS LINE

EXISTING STORM DRAIN LINE

PROPOSED GRAVITY SANITARY

SEWER PROPOSED GRAVITY SANITARY

SEWER PROPOSED SILT FENCE

ITEM TO BE REMOVED OR DEMOLISHED

X:\SXHT\16-1100 Repair-Replace Lift Station 725\DWG\16-1100 C-001.dwg, 2/14/2018 11:40:04 AM x W x W x W x W x W x W x

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LIFT STATION #725

TOP OF METAL LID 5.85

BOTTOM EL.= -0.82

W. INV. 1.77 (4" SS)

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x SS x SS x

BLDG.

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W x

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24"C

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BLDG.

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SS MH B11

RIM 5.02

INV. 1.27

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DCDA

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92 LF 4" PVC C900 DR18 FM

SS MH B11

RIM 5.02

INV. 1.27

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FM FM FM FM FM FM

248 LF 4" HDPE DR11 FM BY HDD

750 RAMP CONCRETE PAVEMENT

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750 RAMP CONCRETE PAVEMENT

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SCALE:

LIFT STATION 725 SITE PLAN

1" = 5'

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30'10' 20'0'

10'

GRAPHIC SCALE 1" = 10'

ENGINEER OF RECORD: DAVID A. LAVENDER

LICENSE NUMBER: 66400

NAME AND ADDRESS OF BUSINESS:

ALLEN ENGINEERING, INC.

106 DIXIE LANE (P.O. BOX 321321)

COCOA BEACH, FLORIDA 32932-1321

OFFICE: (321) 783-7443 - FAX: (321)783-5902

E-MAIL: INFO@ALLENENG.NET

FL C.A. # LB 266

AEI #: 170051

RAEIS CONTRACT NO: FA2521-13-D-0005-18F0039

SCALE:

LIFT STATION 725 DEMO PLAN

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DEMOLITION FLAG NOTES:

20. REMOVE EXISTING CONCRETE RECTANGULAR WET WELL OF LIFT

STATION 725 AND DISCONNECT EXISTING BURIED 4" SS GRAVITY

LINE. COORDINATE SERVICE OUTAGE WITH CONTRACTING

OFFICER AND FACILITY PRIOR TO STARTING WORK.

21. REMOVE EXISTING PUMPS, RAIL SYSTEM, DISCHARGE PIPING,

HARDWARE, FLOATS, AND ELECTRIC WIRING, ETC. FROM INSIDE

WET WELL.

22. REMOVE EXISTING VALVES, DISCHARGE PIPING, AND HARDWARE

INCLUDING FORCE MAIN PIPE OVERHEAD BACK TO BUILDING

WALL. PLUG LINE ENTERING BUILDING WITH BLIND FLANGE.

23. DISCONNECT 208 V POWER TO EXISTING LIFT STATION CONTROL

PANEL FED FROM BLDG. 750 PANEL, SEE ELECTRICAL PLAN.

REMOVE AND TURN OVER THE EXISTING CONTROL PANEL TO

GOV'T.

24. SAWCUT AND REMOVE EXISTING CONCRETE SLAB FOR

EXCAVATION OF HORIZONTAL DIRECTIONAL DRILL PIT FOR

PROPOSED 4" HDPE FM.

25. SAWCUT ASPHALT AND REMOVE FOR PROPOSED SANITARY FM

LINE TRENCHING TO CONNECT TO EXISTING MANHOLE.

26. SAWCUT CONCRETE CURB AND REMOVE EXISTING PORTIONS

FOR SANITARY FM LINE TRENCHING.

27. ABANDON EXISTING 4" FM OVERHEAD COMING OUT OF BLDG. 750

WALL. PLUG LINE OUTSIDE AT BUILDING WALL BY REMOVING 90°

ELBOW AND INSTALLING BLIND FLANGE. REMOVE EXISTING 4" FM

VERTICAL PORTION DOWN TO 3' BELOW GRADE. CAP EXISTING

LINE UNDERGROUND, BACKFILL AND RESTORE DISTURBED

GROUND WITH SOD.

28. GROUT PLUG EXISTING 4" FM SOUTH INVERT AT MANHOLE.

29. SILT FENCE PHASED AS NECESSARY FOR SEDIMENT CONTROL.

30. PROVIDE SILT FENCE AROUND EXIST. STORM INLET.

CONSTRUCTION FLAG NOTES:

1. PROVIDE DUPLEX LIFT STATION, 5' INNER DIA. WET WELL, (2) IN-SERVICE

NON-CLOG EXPLOSION PROOF SUBMERSIBLE PUMPS, PERIMETER CONCRETE

PAD TOP EL. 5.35', FORCE MAIN PIPING, CONCRETE VALVE VAULT, AND

MOTOR CONTROL CENTER.

2. EMERGENCY BY-PASS PUMPOUT CONNECTION INSIDE VAULT HATCH

OPENING, SEE DETAILS ON SHEET C-501.

3. PROVIDE NEW DUPLEX ELECTRIC CONTROL PANEL FOR LIFT STATION, SEE

ELECTRICAL PLANS.

4. INSTALL REPAIR SLEEVE, CONNECT EXISTING 4" SS WASTE SERVICE LATERAL

FROM BLDG. INTO NEW WET WELL, VERIFY SIZES & INVERTS.

5. OPEN CUT REMOVE AND REPLACE CONCRETE WALKWAY AREA FOR

INSTALLATION OF HORIZONTAL DIRECTIONAL DRILL (HDD), MATCH EXISTING

THICKNESS, 4000 PSI MIN.

6. CONSTRUCT NEW APPROX. 13'x17' CONCRETE LIFT STATION TOP SLAB

RAISED 6" ABOVE SURROUNDING CONCRETE, SEE DETAILS ON C-501;

PROVIDE EXPANSION JOINT AROUND ALL FOUR SIDES.

7. (2) 4"x45° MJ BENDS, ROTATED VERTICAL FOR CONNECTION TO HDD PIPE.

8. 4" MJ ADAPTER.

9. CONSTRUCT 248 LF 4" HDPE DR 11 FM BY HDD METHOD BENEATH 750 RAMP

CONCRETE PAVEMENT.

10. 4" MJ ADAPTER, 4"x90° MJ BEND.

11. CONSTRUCT 92 LF 4" C900 DR18 PVC FM, CONNECT TO EXISTING MANHOLE, E.

INV. 2.00; PROVIDE MANHOLE INVERT BENCH.

12. OPEN CUT REMOVE AND REPLACE ASPHALT PARKING LOT PAVEMENT AND

CONCRETE CURB.

13. BOLLARD (TYP.)

14. SILT FENCE PHASED

AS NECESSARY FOR

SEDIMENT CONTROL.

15. PROVIDE SILT FENCE

PROTECTION AROUND

EXIST. STORM INLET.

C-501

A

ELECT. CONTROL

PANEL

EXISTING 4" FM PHOTO

LOOKING SOUTH

CONTRACTOR SHALL TAKE CARE

NOT TO CAUSE DAMAGE DURING

CONSTRUCTION TO THE EXISTING

750 RAMP CONCRETE PAVEMENT.

C-101

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SCALE:

FORCE MAIN DEMO PLAN

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EXISTING LS 725 PHOTO

LOOKING WEST

CONCRETE

WET WELL

DISCHARGE PIPES

AND VALVES

4" FM RISER TO

OVERHEAD

10' 15'0'

5'

5'

GRAPHIC SCALE 1" = 5'

750 RAMP

CONCRETE

PAVEMENT

SCALE:

FORCE MAIN LAYOUT PLAN

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SCALE:

FORCE MAIN LAYOUT PLAN

1" = 10'

SEE FORCE MAIN LAYOUT AT LEFT

SEE BELOW FOR

CONTINUATION

S E

E

A

B O

R

C O

N T

I N

U A

T I O

N

S E

E

B

E L O

W

S E

E

A

B O

V E

EXISTING HANDRAIL

TO REMAIN

CAUTION: EXISTING

8" WATER MAIN

CAUTION: EXISTING

8" WATER MAIN

EXISTING HANDRAIL

TO REMAIN

BLDG. 750

BLDG. 750

GRASS

GRASS

C-501

C

C

C-501

L

C-502

C-502

L

P

C-503C-503

X:\SXHT\16-1100 Repair-Replace Lift Station 725\DWG\16-1100 C-101.dwg, 2/14/2018 11:40:08 AM

SUBMERSIBLE SEWAGE

PUMPS TO BE LOCATED

ALONG C.L. OF WET WELL

UNLESS OTHERWISE NOTED.

GRAVITY SS INFLUENT LINE,

(SHOWN ROTATED FOR CLARITY)

316 S.S. CABLE HOLDER (

" ROD HOOKS, ETC.,

SEE SPECIFICATIONS) LOCATED ON OPPOSITE

SIDE AS DISCHARGE PIPES

DOUBLE DOOR ALUMINUM CHECKER

PLATE HATCH COVER CAST IN TOP

SLAB.

4" VENT w/6" DIA.

(SEE NOTE 9)

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:

LIFT STATION #725 - DUPLEX PLAN

NONE

A

C-501

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

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.

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.

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

SECTION "A-A"

EXTERIOR JOINT TAPE (TYP.)

UNDISTURBED SOIL MIN.

BEARING CAPACITY: 2000

LB/SQ FT

12" #57 STONE OR

PEA GRAVEL

CONTROL ELEVATION INV

ELEV. "B"

4" GRAVITY INFLUENT PIPE

INSTALL PVC SDR26 FROM REPAIR

SLEEVE CONNECTION TO EXISTING

6"

MAX

FLOAT SWITCHES, ONE SHOWN FOR

CLARITY, PROVIDE (2), HIGH LEVEL

AND PUMP OFF

LIFTING

BAIL

6"6"

SCALE:

LIFT STATION #725 WET WELL

NONE

B

C-501

2' MIN.

EXPANSION JOINT AROUND

PERIMETER

PROTECTIVE LINER TOP SLAB

AND WALL SECTIONS

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

CARBON STACK FILTER

10"

30°

TOP OF CASTING = EL. "H"

K

C-502

C

C-501

HIGH LEVEL ALARM ELEV. "C"

LAG PUMP ON ELEV. "D"

BOTH PUMPS OFF ELEV. "F"

LEAD PUMP ON ELEV. "E"

WET WELL INVERT = EL. "G"

5' DIA.

4" SDR26 PVC DROP

PIPE

316 STAINLESS STEEL CLAMPING

BRACKETS, SPACE EVERY 4' OR 2

BRACKETS MIN.

8"

GENERAL NOTES:

SANITARY SEWERAGE NOTES:

1. ALL EXPOSED FERROUS METAL SHALL BE PRIMED WITH TWO COATS OF EXTERIOR ENAMEL PAINT, PAFB COLOR.

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, VALVE VAULT, 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 VALVE SUPPORT ROD UNDER EACH CHECK VALVE INSIDE THE VAULT.

11. SEE ELECTRICAL PLANS FOR CONTROL PANEL CONNECTIONS.

12. CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY PIPING, VALVES, WET WELL, VALVE VAULT, 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. CONTRACTOR SHALL COORDINATE THE FINAL PUMP SELECTION WITH PAFB WATER SHOP PRIOR TO ORDERING TO CHECK FOR

COMMON PUMPS STOCKED AND AVAILABILITY OF MATCHING REPLACEMENT PUMPS AND PARTS.

15. PRIOR TO STARTING DEMOLITION WORK, THE CONTRACTOR SHALL SUBMIT A SANITARY SEWAGE SERVICE OUTAGE REQUEST

THROUGH THE CONTRACTING OFFICER FOR THE FACILITIES AT HANGAR 750 SERVED BY LIFT STATION #725.

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 DETAIL N SHEET C-503; 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 0.50

GAL/HR/1000 LF OF 6-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 GRAVITY PIPE 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.

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. 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. PVC FITTINGS ARE PREFERRED, ANY D.I. FITTINGS

USED INSIDE WET WELL SHALL BE FUSION BONDED

EPOXY (FBE) COATED.

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

OR FIBERMESH

4000 PSI CONCRETE

12"

SCALE:

LIFT STATION PAD

NONE

C

C-501

CONCRETE WALKWAY AND

PROVIDE LINK-SEAL

FOR ALL WALL AND

STRUCTURE TOP

PENETRATIONS

5"

SCALE:

CONDUIT PENETRATION

NONE

D

C-501

LIFT STATION

LIFT STATION

ELEVATION

"A" 5.35' ±

"B"

1.75'

"C"

1.75'

"D"

1.25'

"E"

0.75'

"F" (-) 0.55'

"G"

(-) 2.35'

"H" (-) 3.30'

OUTER ACCESS DOOR HINGES

ACCESS DOOR AND

DUAL 2" ORANGE SAFETY

GRATES INSIDE, BOTH

SHOWN OPEN

F

C-501

DROP BOWL, 4" OUTLET

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

SCALE:

OPTION: FIBERGLASS WET WELL STRUCTURE

NONE

F

C-501

PRIMARY LEVEL READER BY LEVEL

TRANSMITTER, AS MANUFACTURED

BY DEVAR MODEL

2501-005-025-MP-11; INSTALL INSIDE

4" PVC STILLING WELL

SET POINT

HEIGHTS

FIBERGLASS WET WELL

OR CONCRETE W/LINER

FRAME CONCRETE

BALLAST

CONCRETE

30 CF MIN, COVER

ENTIRE

BOTTOM

ANTI-FLOTATION

FLANGE

H E

I G

R

E Q

U I R

L I F

T

S

T A

T I O

N

D

E T

A I L S

5' DIA.

6"

12"

12"

LIFT STATION CONCRETE SLAB

4" MIN.

FLANGE

PROVIDE SAME FOUNDATION

MATERIALS BELOW BASIN AS

SHOWN FOR CONCRETE WET

WELL OR PROVIDE 10" MIN.

CONCRETE PAD

FRP WETWELL SHALL MEET

A.S.T.M. D3753 AND SHALL

BE ONE CONTINUOUS BASIN

WITHOUT ANY JOINTS

INSTALL FRP

WETWELL PER

MANUFACTURER'S

RECOMMENDATIONS

STILLING WELL 316 S.S. PIPE CLAMP

4.10'

3.60'

3.10'

1.80'

0.00'

PROVIDE 6" GROUT FOR

ANCHORING OF PUMP BASE

PLATE AND RAIL TO BOTTOM

OF WET WELL, CLASS "C"

CONCRETE

30°

1" CHAMFER EDGES (TYP.)

1" CHAMFER EDGES (TYP.)

1" CHAMFER EDGES (TYP.)

H

C-502

SLAB OPENING

SCALE:

PIPE BOLLARD DETAIL

NONE

E

C-501

FINISH GRADE

CONCRETE ENCASEMENT

3,000 PSI MINIMUM

12"

6" DIA SCH 4O STEEL PIPE

PAINTED PRIME COAT THEN

OSHA SAFETY YELLOW

" SLOPE

FILL WITH CONCRETE

AND ROUND OFF TOP

SEE PLAN SHEET FOR SITE LOCATIONS

FOR BOLLARDS

(ADJUST EL. "A" TO PROVIDE

6" RAISED SLAB)

(3) 90° FL BEND, (2) NOT SHOWN

FL PLUG VALVE W/2-INCH

90° FL BEND

FL CHECK VALVE (LEVER & WEIGHT)

SEAT END ON CHECK

VALVE SIDE

BLIND FLANGE

w/NIPPLE (S.S.)

REDUCER (FLANGED)

IF REQUIRED

3" FL CROSS (NOT SHOWN)

V

E R

PROPOSED 4"

EFFLUENT FM PIPE

EL. "A"

OPERATOR NUT AND GEAR ACTUATOR

FINISHED

GRADE

LINK-SEAL ALL

OPENINGS THRU

CONC. WALLS (TYP.)

PLUG VALVE (FLANGED)

PUMPOUT MALE CAMLOCK (PO)

w/CAP (ALUM)

ALUMINUM HATCH ACCESS

DOOR, SHOWN OPEN

CONCRETE VALVE VAULT

PRESSURE

GAUGE

VALVE SUPPORT (2 TYP.)

2" PVC DRAIN

LINE, WITH

P-TRAP

A

FLANGED SPOOL PIECE OR

FLANGED FILLER AS NEEDED.

SEE PUMP SEPARATION NOTES.

SEAT END OF PLUG VALVE

90° BEND (FLANGED)

PLUG VALVE (FLANGED)

PUMPOUT MALE CAMLOCK

(PO) w/CAP (ALUM)

3" FL CROSS TEE

FLANGED CHECK VALVE

(LEVER & WEIGHT)

PROPOSED 4" FM

EFFLUENT PIPE

(BELOW GROUND)

90° BEND (FLANGED)

VALVE VAULT

MINIMUM INSIDE DIMENSIONS

OF CONCRETE VALVE VAULT

SHALL BE 54"x60"

ALUMINUM HATCH ACCESS

DOOR 48"x48"

VERTICAL PLUG VALVE

(FLANGED)

3" MJ PLUG VALVE,

4"X3" MJ RED.

316 S.S. CABLE HOLDER (

ROD HOOKS , ETC., 6 HOOKS

MIN. OR AS NEEDED)

4'-6"

3" MJ

PLUG VALVE,

4"x3" MJ RED.

ENGINEER OF RECORD: DAVID A. LAVENDER

LICENSE NUMBER: 66400

NAME AND ADDRESS OF BUSINESS:

ALLEN ENGINEERING, INC.

106 DIXIE LANE (P.O. BOX 321321)

COCOA BEACH, FLORIDA 32932-1321

OFFICE: (321) 783-7443 - FAX: (321)783-5902

E-MAIL: INFO@ALLENENG.NET

FL C.A. # LB 266

AEI #: 170051

RAEIS CONTRACT NO: FA2521-13-D-0005-18F0039

LIFT STATION ELEVATIONS:

TOP OF STATION = 5.35' ±

PROPOSED 4" SS W. INV. = 1.75'

HIGH WATER ALARM = 1.75'

LAG PUMP ON = 1.25'

LEAD PUMP ON = 0.75'

PUMPS OFF = -0.55'

SUMP INVERT = -2.35'

PUMP SELECTION:

(2) SUBMERSIBLE HYDROMATIC S3HVX,

OR APPROVED EQUAL,

3.0-HP, 3.75" DIA IMPELLER, 3450 RPM,

208-V, 3-Ph, 60-Hz, MIN. SHUTOFF HEAD = 40.0'

DESIGN CONDITIONS:

PROPOSED FORCE MAIN 365 LF 4" FM

FROM L.S. 725 TO EXIST. SS MH B-11

PRIMARY OPERATING CONDITION

SYSTEM CURVE:

50 GPM @ 11.9' HEAD

75 GPM @ 14.1' HEAD

DESIGN POINT 100 GPM @ 17.0' HEAD

125 GPM @ 20.5' HEAD

150 GPM @ 24.7' HEAD

C-501

D

A

R T

Z N

E R

D

L

A V

E N

D E

R

L I F

T

S

T A

T I O

N

D

E T

A I

T

E S

C

H

A R

T N

E T

T

S X

F

G

B

E A

R D

R E

P A

E P

L A

F

T

S

T A

T I O

N

S X

P A

F B

F

L U

S A

F

T

H

C

I V

I L

E

N G

I N

E E

R

S

Q U

A D

R O

N

I

T

E

D E

L I V

E R

Y

N

O

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

R E

V I E

W E

D

B

Y

D A

T E

SHEET

IDENTIFICATION

C O

N T

R A

F

A D

E I S

R A

N G

E

A

R C

H I T

E C

T E

N G

I N

E E

R

I N

S P

E C

T I O

N

S

E R

V I C

E S

F A

D n g i n e e r i n g I n c

L L

E N

E A

A

B

2 3

C

1 2 3

4 5

4 5

C

D

A

B

D

An O ne id a N at io n Co m pa ny

F

X:\SXHT\16-1100 Repair-Replace Lift Station 725\DWG\16-1100 C-501.dwg, 2/14/2018 11:40:13 AM

3/4"±1/4"

1/4"X1/4"

CHAMFERED

EDGE, TYP.

JOINT SEALANT,

PER ASTM C 920

SLAB SURFACE

SAWED OR SPACED

JOINT FACE

7/8" BACKER

ROD

MATERIAL

3/4" PREMOLDED

JOINT FILLER

F U

P

J

I N

T

M

I N

SCALE:

EXPANSION JOINT

NONE

H

C-502

NOTES:

8.

7.

6.

5.

4.

3.

2.

1.

SEE NOTE 4

PIPE O.D.

COMMON FILL

W/ SIZE OF PIPE

12" (TYP.)

S

T

E

S

T

E

T R

E N

C

K F

I L

L

L

I F

X

I M

U M

TRENCH

WIDTH

VARIES

P I P

E

B E

D D

I N

G

FINISHED

GRADE

CROWN TRENCH IN

UNIMPROVED

AREAS (3" MIN.)

(SEE NOTE 8)

UNDISTURBED EARTH

(SEE NOTE 3)

SELECT

COMMON

FILL

PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 98% OF THE

MAXIMUM DENSITY AS PER AASHTO T-180, EVERY 500'.

TRENCH BACKFILL: COMMON FILL COMPACTED TO 98% OF THE

MAXIMUM DENSITY AS PER AASHTO T-180, EVERY 500'.

PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK

IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL

MAY BE REQUIRED AS DIRECTED BY THE ENGINEER.

(*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR

PIPE DIAMETER 24" AND LARGER.

WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING

CONSTRUCTION.

ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE

DIRECTION OF THE FLOW FOR SEWERS.

REFER TO SPECIFICATIONS FOR SHEETING AND BRACING IN

EXCAVATIONS.

FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE

WITH SPECIFICATIONS. ROAD SURFACE RESTORATION SHALL

COMPLY WITH SPECIFICATIONS.

SEE NOTE 9

9.

DETECTABLE TYPE MARKER TAPE WITH A 0.35 MIL THICK METALLIC

FOIL CORE PLACED AT 12" BELOW FINISHED GRADE.

SCALE:

TYPE "B" BEDDING AND TRENCHING DETAIL

NONE

I

C-502

SCALE:

MANHOLE & WET WELL BARREL JOINT

NONE

K

C-502

PREPRIMED JOINT SURFACES

INSIDE WALL

INSIDE WALL

OUTSIDE WALL

OUTSIDE WALL

PREMOULDED PLASTIC JOINT

SEALER WITH PROTECTIVE

WRAPPER TO COVER ENTIRE

JOINT AREA (APPLY JOINT

SEALER TO TOP AND BOTTOM

SURFACES, REMOVE WRAPPER

DURING ASSEMBLY)

ALL LIFTING HOLES (INSERTS)

SHALL BE FILLED WITH

NON-SHRINK GROUT AND COATED

WITH BITUMINOUS

WATERPROOFING MATERIAL

EXTERIOR JOINT

SEALANT MEMBRANE (6"

MIN) CENTERED ON

JOINT

EXCESS JOINT SEALER SHALL

BE TRIMMED FLUSH TO INSIDE

SURFACE

NOTES:

1. TYPICALLY, THE ANGLE

BETWEEN ALL INFLUENT FLOW

CHANNELS AND EFFLUENT PIPE

SHALL BE BETWEEN 90° - 180°.

ACUTE ANGLES REQUIRE

SPECIAL CAREFUL

CONSTRUCTION OF BENCH TO

ENSURE BEST POSSIBLE FLOW

CHANNEL AND DROP.

CUT OFF PIPE

AT WALL LINE (TYP)

REINFORCED CONCRETE

MANHOLE (TYP)

CONCRETE TO FORM

EASY FLOW CURVES

INFLUENT SEWER PIPE

RUBBER BOOT WITH S/S

CLAMPS, FILL INTERIOR

VOID AREAS WITH

NON-SHRINK GROUT

(TYP.)

LEVELING COURSE, FILTER FABRIC

AND

12" (MIN.) THICKNESS

OF GRANULAR BACKFILL

(#57 STONE)

F L

O W

FLOW

F L

O W

SCALE:

MANHOLE INVERT BENCH

NONE

M

C-502

EXISTING PAVEMENT

EXISTING GRADE

5'

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30" MIN

(TYP)

PIPE PULLBACK

DIRECTION OF

PIPE PULLBACK

DIRECTION OF

DRILL RIG

LOCATION OF

NEW FORCE MAIN

NOTE: PIPE ENTRY AND EXIT ANGLES ( & ) TO BE DETERMINED BY

CONTRACTOR TO ACQUIRE REQUIRED MINIMUM PIPE DEPTH

SCALE:

TYPICAL HORIZONTAL DIRECTIONAL DRILL (HDD) DETAIL

NONE

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C-502

DRILL PIT

RECEIVING

AWWA C906 PE

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MJ PVC x HDPE MJ ADAPTER

PIT

SPECIFIC LOCATIONS FOR HORIZONTAL DIRECTIONAL DRILL INSTALLATIONS ARE SHOWN ON THE PLANS, THOSE

LOCATIONS AND OTHERS IF DESIRED FOR PAVEMENT CROSSING OR OTHER LIMITED IMPACT AREAS, THE CONTRACTOR

SHALL SUBMIT A HDD PLAN AND PROFILE TO THE CONTRACTING OFFICER AND ENGINEER FOR APPROVAL PRIOR TO

STARTING THE WORK. HDPE PIPE SHALL BE AWWA C906 POLYETHYLENE PRESSURE PIPE FOR WATER DISTRIBUTION

MANUFACTURED FROM PE MATERIAL MEETING ASTM D3350 AND COMPLYING WITH STANDARD DESIGNATION PE 4710, DR

11, DIP O.D., PRESSURE CLASS 160 PSI. PIPE SHALL BE PLEXCO, DRISCO PIPE, OR APPROVED EQUAL PIPE SHALL HAVE

GREEN STRIPES; OR BE SOLID GREEN IN COLOR. INSTALL TWO #10 UF LOCATOR WIRES WITHOUT SPLICES WITH

DIRECTIONALLY BORED PIPE. PIPE SHALL BE JOINED BY FUSION INTO A SINGLE LENGTH OF PIPE. FUSION SHALL BE

PERFORMED BY A PERSON AND WITH EQUIPMENT BOTH APPROVED BY THE FLORIDA REPRESENTATIVE OF THE PIPE

MANUFACTURER. FUSED COUPLINGS SHALL BE FRIATEC, OR APPROVED EQUAL.

PIPE

(ENTRY

ANGLE)

PIPE

(EXIT

ANGLE)

L

L

NOMINAL PIPE SIZE

90° BEND

FITTING

8"6" 12"

45° BEND

22.5° BEND

14510282

63/1445/1034/8

221612

533829

TEE/PLUG

VERTICAL OFFSET

THRUST BLOCK,SF 10.553

(UPPER/LOWER)

90° ELBOW

BEND

TEE

PLUG

THRUST BLOCK SQ. FT.

WHERE REQUIRED BY

EXISTING PIPE

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REQUIRED LENGTH OF RESTRAINT (FT.) FOR FITTINGS

NONE

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C-502

10"

54/12

11.25° BEND 643 5

VERTICAL CLEARANCE

*WATER MAIN

HORIZONTAL CLEARANCE

WATER MAIN

* AT UTILITY CROSSINGS, ONE FULL LENGTH OF EACH UTILITY PIPE SHALL BE CENTERED AT THE CROSSING.

M

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* PREFERRED LOCATION OF WATER MAIN IS ABOVE SANITARY HAZARD.

SCALE:

TYPICAL REQUIRED SEPARATION FROM SANITARY HAZARDS

NONE

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C-502

GRAVITY SAN SEWER, VACUUM

SAN SEWER, PRESSURE

SEWER OR FORCE MAIN, OR

RECLAIMED WATER LINE

VACUUM OR GRAVITY

SAN SEWER, OR

STORM SEWER; 6" MIN,

12" PREFERRED

(12" FOR PRESSURE

SEWERS OR

RECLAIMED WATER)

ALL PARTS OF ANY ON-SITE SEWAGE

TREATMENT & DISPOSAL SYSTEM

GRAVITY SAN SEWER, PRESSURE

SEWER, FORCE MAIN, OR

UNREGULATED RECLAIMED WATER

VACUUM SAN SEWER, STORM SEWER,

OR REGULATED RECLAIMED WATER

M

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4"

24/5

ENGINEER OF RECORD: DAVID A. LAVENDER

LICENSE NUMBER: 66400

NAME AND ADDRESS OF BUSINESS:

ALLEN ENGINEERING, INC.

106 DIXIE LANE (P.O. BOX 321321)

COCOA BEACH, FLORIDA 32932-1321

OFFICE: (321) 783-7443 - FAX: (321)783-5902

E-MAIL: INFO@ALLENENG.NET

FL C.A. # LB 266

AEI #: 170051

RAEIS CONTRACT NO: FA2521-13-D-0005-18F0039

C-502

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UNDISTURBED EARTH

SEE NOTE 5

SEE NOTE 10

SEE NOTE 7

1. ASPHALT SHALL BE ASPHALTIC CONCRETE SUPERPAVE SP-12.5; CONCRETE SHALL BE 3000 PSI MIN.

2. A SLOPE OF 2:1 RATIO SHALL BE USED ONLY WHEN SOIL CONDITIONS DO NOT ALLOW VERTICAL TRENCHING.

3. COMPACTED BACKFILL MATERIAL SHALL BE FREE OF ASPHALT, LARGE ROCKS (1-1/2" DIAMETER MAXIMUM), WOOD, ROOTS

AND OTHER ORGANIC MATTER.

4. NEW ASPHALT SURFACE SHALL BE 2" IN THICKNESS, MINIMUM, OR MATCH EXISTING THICKNESS FOR CONCRETE PAVEMENT.

5. CONTRACTOR SHALL EXCAVATE BOTTOM OF TRENCH TO ALLOW FOR BELL SECTION OF PIPE.

6. BACKFILL SHALL BE COMPACTED BENEATH THE HAUNCHES OF THE PIPE USING MECHANICAL TAMPS. THIS COMPACTION

APPLIES TO THE MATERIAL PLACED BENEATH THE HAUNCHES OF THE PIPE AND ABOVE ANY BEDDING REQUIRED.

COMPACTION SHALL BE DONE IN 3" LAYERS. BACKFILL SHALL BE COMPACTED TO 98% MAXIMUM DENSITY UNDER ROADS, CURB AND GUTTER, OR 95% MAXIMUM DENSITY IN SHOULDERS AND OUTSIDE ROAD RIGHT OF WAY. MAXIMUM DENSITY

SHALL BE AS DETERMINED BY THE MODIFIED PROCTOR COMPACTION TEST, AASHTO T-180, EVERY 500'.

7. REPLACED BASE MATERIAL OVER TRENCH SHALL BE TWICE THE THICKNESS OF THE ORIGINAL BASE, OR 12" MINIMUM.

8. ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED. SURFACE TREATED PAVEMENT JOINTS SHALL BE

LAPPED AND FEATHERED.

9. BASE MATERIALS SHALL BE EITHER OF THE SAME TYPE AND COMPOSITION AS THE MATERIALS REMOVED OR EQUAL OR

GREATER STRUCTURAL ADEQUACY. BASE MATERIAL SHALL BE COMPACTED TO 100% MAXIMUM DENSITY DETERMINED BY

AASHTO T-180, EVERY 500'.

10. DETECTABLE TYPE MARKER TAPE WITH A 0.35 MIL THICK METALLIC FOIL CORE PLACED AT 12" BELOW FINISHED GRADE.

EXISTING

ASPHALT

SURFACE

SLOPE 2:1

SEE NOTE 2

TACK

COAT

SCALE:

TYPICAL PAVEMENT RESTORATION FOR PARKING LOTS AND DRIVEWAYS DETAIL

NONE

O

C-503

VARIES

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S

SEE NOTE 8

12"

MIN.

12"

MIN.

VARIES

SEE NOTE 4

12"

7"

MIN.

12"

7"

MIN.

I.D.

NOTES:

SEE NOTE 3

SCALE:

VERTICAL CURB DETAIL

NONE

P

C-503

#4 Ø CONT.

GRADE

PAVING

6"

M

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H

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D

CONCRETE STRENGTH

SHALL BE 3000 PSI MIN.

V E

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PLAN

ELEVATION

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6' MAX.

SILT FLOW

POST OPTIONS:

SOFTWOOD 2 1/2" DIA.

SOFTWOOD 2"x4"

HARDWOOD 1 1/2"x1 1/2"

STEEL 1.33 LBS/FT

FILTER FABRIC (IN

CONFORMANCE WITH

SEC. 985 FDOT SPEC.)

OPTIONAL

POST POSITIONS

PRINCIPLE POST POSITION

(CANTED 20° TOWARD FLOW)

FILTER FABRIC

SCALE:

SILT FENCE DETAIL

NONE

N

C-503

NOTE: CONTRACTOR SHALL MODIFY THE CURB

SHAPE AND DIMENSIONS TO TRANSITION AND

MATCH UP WITH EXISTING CONCRETE CURB. THE

LIMITS OF REPLACEMENT SHALL OCCUR AT

NEAREST JOINT IN EXISTING CURB.

ENGINEER OF RECORD: DAVID A. LAVENDER

LICENSE NUMBER: 66400

NAME AND ADDRESS OF BUSINESS:

ALLEN ENGINEERING, INC.

106 DIXIE LANE (P.O. BOX 321321)

COCOA BEACH, FLORIDA 32932-1321

OFFICE: (321) 783-7443 - FAX: (321)783-5902

E-MAIL: INFO@ALLENENG.NET

FL C.A. # LB 266

AEI #: 170051

RAEIS CONTRACT NO: FA2521-13-D-0005-18F0039

C-503

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E-001

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BRANCH CIRCUIT CONDUIT RUN. ARROW INDICATES HOME

RUN, MINIMUM CONDUIT SIZE SHALL BE 3/4". HOMERUNS

LONGER THAN 100' SHALL USE MINIMUM #10 CONDUCTOR.

EXISTING - TO REMAIN

NEW - TO BE INSTALLED

LIGHTNING 2/0 BARE COPPER CONDUCTOR

GROUNDING CONDUCTOR, BELOW GRADE

208/120V PANELBOARD, 3 PHASE, 4 WIRE WITH GROUND

480/277V PANELBOARD, 3 PHASE, 4 WIRE WITH GROUND

A - AMPERES, AMPS

A/C - AIR CONDITIONER

AFF - ABOVE FINISHED FLOOR

AHU - AIR HANDLING UNIT

AIC - AMPS INTERRUPTING CAPACITY

C - CONDUIT

CKT - CIRCUIT

CLG - CEILING

COMP - COMPRESSOR

COOR - CORRIDOR

CTRL - CONTROL

CU - COPPER

DOC - DOCUMENT

DISC - DISCONNECT SWITCH

DWG - DRAWING

ECB - ENCLOSED CIRCUIT BREAKER

ELEC - ELECTRIC

EMT - ELECTRICAL METALLIC TUBING

ETR - EXISTING TO REMAIN

EXST - EXISTING

FLA - FULL LOAD AMPS

FCU - FAN COIL UNIT

GFCI - GROUND FAULT CIRCUIT INTERRUPTER

GND - GROUND

HOA - HAND-OFF-AUTO SWITCH

HMI - HUMAN MACHINE INTERFACE

HP - HORSEPOWER

Hz - HERTZ

IAW - IN ACCORDANCE WITH

KCMIL - THOUSAND CIRCULAR MILS

KW - KILOWATT

LAN - LOCAL AREA NETWORK

LED - LIGHT EMITTING DIODE

LV - LOW VOLTAGE

MTS - MANUAL TRANSFER SWITCH

NIC - NOT IN CONTRACT

NTS - NOT TO SCALE

NTWK - NETWORK

PLC - PROGRAMMABLE LOGIC CONTROLLER

PNL - PANEL/PANELBOARD

PVC - POLYVINYL CHLORIDE

RGS - RIGID GALVANIZED STEEL

RM - ROOM

SPD - SURGE PROTECTION DEVICE

SS - STAINLESS STEEL

TYP - TYPICAL

UG - UNDERGROUND

UON - UNLESS OTHERWISE NOTED

UPS - UNINTERRUPTIBLE POWER SUPPLY

V - VOLTS

VD - VOLTAGE DROP

WP - WEATHERPROOF

XFMR - TRANSFORMER

APPLIES TO ALL ELECTRICAL SHEETS

SERVICE DISCONNECT WITH LIGHTNING ARRESTOR

ELECTRICAL LEGEND ABBREVIATIONS:ELECTRICAL NOTES:

1. IT IS THE INTENT OF THESE CONTRACT DRAWINGS TO PROVIDE A COMPLETE AND

WORKABLE FACILITY.

2. DESIGN DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL OFFSETS,

BENDS, ELBOWS, OR OTHER SPECIFIC ELEMENTS THAT MAY BE REQUIRED FOR

PROPER INSTALLATION OF THE WORK. SUCH WORK SHALL BE VERIFIED AT THE

SITE. ADDITIONAL BENDS, OFFSETS, AND CONDUIT AS REQUIRED BY VERTICAL

AND HORIZONTAL EQUIPMENT LOCATIONS OR OTHER JOB CONDITIONS, SHALL BE

PROVIDED TO COMPLETE THE WORK AT NO ADDITIONAL COST TO THE

GOVERNMENT.

3. EXCEPT WHERE SHOWN IN DIMENSIONAL DETAIL, THE LOCATIONS OF EQUIPMENT

SHOWN ON PLANS ARE APPROXIMATE. SUCH ITEMS SHALL BE PLACED TO

ELIMINATE INTERFERENCE WITH OTHER EQUIPMENT. THE EXACT LOCATIONS

SHALL BE DETERMINED IN THE FIELD.

4. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2017 EDITION OF THE NATIONAL

ELECTRICAL CODE NFPA 70. ALL ELECTRICAL WORK SHALL ALSO BE IN

ACCORDANCE WITH NFPA 820 (STANDARD FOR FIRE PROTECTION IN

WASTEWATER TREATMENT AND COLLECTION FACILITIES).

5. MATERIALS SHALL BE LISTED BY THE UNDERWRITER'S LABORATORIES, INC. OR

ANOTHER APPROVED/CERTIFIED TESTING LABORATORY. SHOULD PLANS AND

CODES CONFLICT, CONTACT THE CONTRACTING OFFICER. MAKE NO CHANGES,

EVEN IN CASE OF CONFLICT, WITHOUT FIRST OBTAINING THE APPROVAL OF THE

CONTRACTING OFFICER.

6. A GREEN, COPPER GROUND WIRE SHALL BE INSTALLED IN ALL CONDUIT SYSTEMS

AND SHALL BE BONDED TO ALL ENCLOSURES, BOXES, AND EQUIPMENT.

RECEPTACLES WITH GREEN WIRE SHALL BE BONDED TO BOX THEN TO

RECEPTACLE SUCH THAT REMOVAL OF RECEPTACLE DEVICE SHALL NOT

INTERRUPT GREEN WIRE BOND TO METALLIC BOX OR ENCLOSURE.

7. BONDING JUMPERS SHALL BE USED TO BOND CONDUIT TO ENCLOSURES, BOXES,

AND EQUIPMENT WHERE CONCENTRIC OR ECCENTRIC KNOCKOUTS ARE USED.

8. EQUIPMENT SIZES INDICATED ARE MINIMUM, BEFORE INSTALLING ANY WIRE OR

CONDUIT, THE CONTRACTOR SHALL OBTAIN THE EXACT EQUIPMENT

REQUIREMENTS AND SHALL INSTALL WIRE, CONDUIT, CIRCUIT BREAKERS AND

OTHER ITEMS OF THE CORRECT SIZE FOR THE EQUIPMENT ACTUALLY INSTALLED.

HOWEVER, WIRE AND CONDUIT SIZES FOR THE EQUIPMENT SHALL BE TAKEN AS A

MINIMUM AND SHALL NOT BE REDUCED WITHOUT WRITTEN APPROVAL.

9. THE INSTALLATION OF THE ELECTRICAL WORK SHALL BE COORDINATED WITH THE

WORK OF THE OTHER TRADES.

10. THE INSTALLATION SHALL BE ACCOMPLISHED BY WORKERS SKILLED IN THIS TYPE

OF WORK. THE INSTALLATION SHALL BE MADE SO THAT THERE IS NO

DEGRADATION OF THE DESIGNED FIRE RATINGS.

11. THE CONTRACTOR SHALL INSTALL HIS WORK IN SUCH A MANNER AND AT SUCH A

TIME AS WILL REQUIRE A MINIMUM OF CUTTING AND PATCHING OF THE BUILDING

STRUCTURE.

12. 'PROVIDE', AS USED HERE ON THE DRAWINGS, IS AN ALL-INCLUSIVE TERM

REQUIRING CONTRACTOR TO FURNISH, INSTALL, WIRE, AND CONNECT ALL

SPECIFIED EQUIPMENT AS WELL AS COMPONENTS, ACCESSORIES, WIRING, AND

MOUNTING HARDWARE TO INSURE THAT SPECIFIED EQUIPMENT FUNCTIONS TO

MEET SYSTEM(S) REQUIREMENTS.

13. WHERE NEW-TO-EXISTNG CONNECTIONS ARE INDICATED, THE CONTRACTOR

SHALL PROVIDE ALL MATERIALS (JUNCTION BOXES, CONDUIT, WIRE, AND

CONNECTIONS) AND LABOR REQUIRED TO MAKE THE CONNECTIONS.

14. UNLESS OTHERWISE NOTED, ALL POWER CIRCUIT CONDUCTORS SHALL BE

COPPER AND MINIMUM #12AWG. CONDUITS SHALL BE 3/4" MINIMUM.

15. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT EXISTING

UTILITIES FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE FOR

REPAIR OR REPLACEMENT OF THE UTILITIES OR OTHER PROPERTY DAMAGED BY

OPERATIONS IN CONJUNCTION WITH THE COMPLETION OF THIS WORK.

16. ALL BOLTS, NUTS, WASHERS, ETC. USED FOR GROUNDING AND BONDING

CONNECTIONS SHALL BE COPPER. CONTRACTOR SHALL UTILIZE CONNECTORS

TO PREVENT GALVANIC ACTION.

17. FINAL ACCEPTANCE WILL DEPEND UPON SATISFACTORY PERFORMANCE OF

EQUIPMENT. NO CONDUCTOR SHALL BE ENERGIZED UNTIL THE INSTALLATION HAS

BEEN APPROVED.

18. CONDUITS SHALL BE SUPPORTED BY SUITABLE CLAMPS, HANGERS OR STRAPS

TO PROVIDE A RIGID INSTALLATION. CONDUIT SUPPORTS SHALL NOT BE

FASTENED OR ATTACHED TO OTHER PIPES. PERFORATED STRAP HANGERS WILL

NOT BE ALLOWED. EMPTY CONDUIT SHALL BE THOROUGHLY SWABBED OUT WITH

DRY SWAB TO REMOVE MOISTURE AND DEBRIS BEFORE WIRE IS DRAWN IN. END

OF CONDUIT SHALL BE TIGHTLY PLUGGED UNTIL WIRE IS PULLED. NO CONDUIT

SHALL BE LOCATED TO IMPAIR THE STRENGTH OF STRUCTURAL MEMBERS. MAKE

CHANGES IN DIRECTION OF RUNS WITH SYMMETRICAL BENDS. MAKE FIELD MADE

BENDS AND OFFSETS WITH HICKEY OR CONDUIT BENDING MACHINE. DO NOT

INSTALL CRUSHED OR DEFORMED CONDUITS. AVOID TRAPPED CONDUITS.

PREVENT PLASTER, DIRT, OR TRASH FROM LODGING IN CONDUIT, BOXES,

FITTINGS. FREE CLOGGED CONDUITS OF OBSTRUCTIONS.

19. IN ACCORDANCE WITH NFPA 70, GROUND EXPOSED, NON CURRENT CARRYING

METALLIC PARTS…