ITB_25-WW-10_Drawings.pdf

PDF 7 MB Posted May 15, 2025

Attached to: LIFT STATION #20 BYPASS PUMP
Solicitation number: 25-WW-10
Issued by: Chumuckla CDP, Florida

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Other files

File	Type	Posted
25-WW-10_Opening_Bid_Summary.pdf	PDF	Jun 10, 2025
Addendum_No._1.pdf	PDF	Jun 5, 2025
Addendum_No._1.pdf	PDF	Jun 5, 2025
Pre-Bid_Recording_25-WW-10.m4a	M4A file	May 27, 2025
Pre-Bid_Recording_25-WW-10.m4a	M4A file	May 27, 2025
Pre-Bid_Recording_25-WW-10.m4a	M4A file	May 27, 2025
25-WW-10_Pre-Bid_Meeting_Sign-in_sheet_LS_20.pdf	PDF	May 27, 2025
25-WW-10_Pre-Bid_Meeting_Sign-in_sheet_LS_20.pdf	PDF	May 27, 2025
25-WW-10_Pre-Bid_Meeting_Sign-in_sheet_LS_20.pdf	PDF	May 27, 2025
IB_Summary__25-WW-10.pdf	PDF	May 15, 2025
ITB_25-WW-10-1_Final_1.pdf	PDF	May 15, 2025
ITB_25-WW-10_Drawings.pdf	PDF	May 15, 2025
IB_Summary__25-WW-10.pdf	PDF	May 15, 2025
ITB_25-WW-10_Drawings.pdf	PDF	May 15, 2025
IB_Summary__25-WW-10.pdf	PDF	May 15, 2025
ITB_25-WW-10-1_Final_1.pdf	PDF	May 15, 2025
IB_Summary__25-WW-10.pdf	PDF	May 15, 2025
ITB_25-WW-10-1_Final_1.pdf	PDF	May 15, 2025
ITB_25-WW-10_Drawings.pdf	PDF	May 15, 2025
ITB_25-WW-10-1_Final_1.pdf	PDF	May 15, 2025

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G-001

COVER SHEET

H \C

.0 1_

C O

S H

D W

:2 1:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead and Hunt, Inc.

4401 Eastport Parkway Port Orange, FL 32127 phone: 386-761-6810 meadhunt.com FL Cert. #26730

Y O

F H

Y H

M P

1000710-250981.01

APRIL 2025

H S

T H

Y H

L, F L

04/29/25 BID SET

This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

RAP

CRA

VICINITY MAP

VOLUSIA COUNTY

PROJECT LOCATION

CITY OF HOLLY HILL

LIFT STATION 20 BYPASS PUMP

ITB#: 25-WW-10-1

BID SET

APRIL 2025

CITY OFFICIALS

CITY MANAGER Joseph Forte

DISTRICT 1

DISTRICT 2

DISTRICT 3

COMMISSIONERS

MAYOR John Penny

DISTRICT 4

Debra Snow Penny Currie

Jeffrey DeLanoy Roy Johnson

VOLUSIA

COUNTY

DELTONA

BEACH

NEW SMYRNA

PIERSON

DeLAND

40 DAYTONABEACH

ORMOND BEACH

A1A

COUNTY

SEMINOLE

MONROE

LAKE

LAKE COUNTY

FLAGLER COUNTY

PORT ORANGESPRINGS

DELEON

BREVARD COUNTY

HARNEY

LAKE

GEORGE

DEBARY

ORANGE

CITY

A1A

LOCATION MAP

PROJECT

LOCATION

MEAD & HUNT PROJECT MANAGER: CARL ROSS ALBANO, P.E. 94258

CITY OF HOLLY HILL PROJECT MANAGER: JOSEF GRUSAUSKAS

Flomich St

ENGINEER OF RECORD: J. TANNER RACHAL, P.E. 96670

SHEET INDEX

Sheet

Number Sheet Title

G-001 COVER SHEET

G-002 GENERAL NOTES

G-041 EXISTING CONDITION SURVEY

C-141 PROPOSED SITE PLAN

C-501 LIFT STATION DETAILS

C-502 CONSTRUCTION DETAILS

C-503 CONSTRUCTION DETAILS

C-504 TRAFFIC CONTROL PLAN

E-101 ELECTRICAL PLAN & DETAILS

This item has been digitally signed and sealed by John T. Rachal, P.E. on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

Docusign Envelope ID: C2795BA6-8D33-4AC8-B4D6-E5362025F0DE

5/1/2025

G-002

GENERAL NOTES

XXX

RAP

XXX

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SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead and Hunt, Inc.

4401 Eastport Parkway Port Orange, FL 32127 phone: 386-761-6810 meadhunt.com FL Cert. #26730

Y O

F H

Y H

M P

1000710-250981.01

APRIL 2025

H S

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L, F L

04/29/25 BID SET

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GENERAL NOTES

1. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL REVIEW THE CITY OF HOLLY HILL UTILITIES DEPARTMENT STANDARD DETAILS, LATEST EDITION AND TECHNICAL SPECIFICATIONS AND COMPLY WITH THE REQUIREMENTS UNLESS

OTHERWISE NOTED IN THE PLANS.

2. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE A REVIEW OF THE SITE TO DETERMINE EXISTING CONDITIONS AND ANYTHING NOT SHOWN ON THESE DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND SHALL NOT CONSTITUTE AN EXTRA UNLESS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS

AND OTHER FEATURES AFFECTING HIS WORK PRIOR TO CONSTRUCTION.

3. THE OWNER SHALL NOT BE HELD RESPONSIBLE FOR INACCURACIES OR OMISSIONS IN THE LOCATION, ELEVATION AND

DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER EXISTING FEATURES.

4. THE CONTRACTOR SHALL CONTACT THE ENGINEER'S OFFICE IMMEDIATELY ON ANY CONFLICTS ARISING DURING CONSTRUCTION

OF ANY IMPROVEMENTS SHOWN ON THESE DRAWINGS.

5. GRADES SHOWN ARE EXISTING GRADES, AS GATHERED BY SURVEYOR.

6. ADEQUATE EXCAVATION, SHEATING, SHORING AND BRACING SHALL BE PROVIDED AND SHALL CONFORM TO CONSTRUCTION REQUIREMENTS AS SET FORTH BY THE FEDERAL DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION.

7. ALL UNDERGROUND UTILITIES HAVE NOT BEEN LOCATED. HORIZONTAL AND VERTICAL DATA IS BASED ON THE BEST INFORMATION AVAILABLE AND SHOULD BE CONSIDERED APPROXIMATE. IT IS POSSIBLE THAT CERTAIN UTILITIES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR CALLING IN LOCATES AND LOCATING ALL

UTILITIES PRIOR TO CONSTRUCTION WORK STARTING.

8. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL GOVERNING STANDARDS, SPECIFICATIONS, REGULATIONS AND

PERTINENT DOCUMENTS.

9. INDIVIDUAL UTILITY OWNERS SHALL BE RESPONSIBLE FOR ANY UTILITIES TO BE ADJUSTED BY OTHERS AS DIRECTED BY THE

CITY'S REPRESENTATIVE FOR THE CONSTRUCTION OF THIS PROJECT.

10. THE CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS TWO (2) BUSINESS DAYS PRIOR TO ANY EXCAVATION. (CALL SUNSHINE 811).

APPARENT UTILITY OWNERS:

AT&T....................................................................(561) 683-2729

CENTRY LINK FIBER..........................................(877) 366-8344

CHARTER COMMUNICATIONS..........................(386) 872-6913

CITY OF DAYTONA BEACH................................(386) 671-8827

CITY OF HOLLY HILL..........................................(386) 248-9463

CROWN CASTLE FIBER

FLORIDA POWER & LIGHT.................................(386) 586-6403

MCI

RESURGENCE INFRASTRUCTURE GROUP.....(850) 826 -0846

SPRINT.................................................................(352) 409-5095

UNITI FIBER INC..................................................(904) 718-8152

TECO PEOPLES GAS INC...................................(813) 275-3783

11. ALL WORK PERFORMED ON ANY UTILITY SYSTEM OR SYSTEM COMPONENT THAT IS OWNED OR PROPOSED TO BE OWNED BY THE CITY SHALL BE PERFORMED BY AN EXPERIENCED UNDERGROUND UTILITY CONTRACTOR LICENSED IN THE STATE OF FLORIDA

AND REGISTERED WITH THE CITY.

12. ALL PUBLIC LAND CORNERS AND NGVD MONUMENTS WITHIN THE LIMITS OF CONSTRUCTION ARE TO BE PROTECTED. IF A PUBLIC LAND CORNER MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE PROJECT ENGINEER SHOULD NOTIFY THE CITY SURVEYOR WITHOUT DELAY BY TELEPHONE. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO REPLACE/RESTORE ANY PROPERTY CORNER DISTURBED BY CONSTRUCTION ACTIVITIES. IF AN NGVD MONUMENT WITHIN THE LIMITS OF CONSTRUCTION IS IN DANGER OF BEING DISTURBED THE CONTRACTOR SHALL NOTIFY:

GEODETIC INFORMATION CENTER

ATTN: MARK MAINTENANCE SECTION

6001 EXECUTIVE BOULEVARD

ROCKVILLE, MARYLAND 20852

TELEPHONE: (301) 443-8319

13. B.M. DATUM IS NATIONAL GEODETIC VERTICAL DATUM OF 1988 (NGVD-1988) AND STATE PLANE COORDINATES ARE BASED UPON

NAD 83.

14. ALL DISPLACED SIGNS SHALL BE RELOCATED IN EQUAL OR BETTER THAN PRE-CONSTRUCTION CONDITION AT THEIR EXISTING STATION ACCORDING TO F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS (LATEST EDITION) UNLESS OTHERWISE NOTED

IN THE PLANS.

15. SIGNS THAT ARE REMOVED AND ARE TO BE RELOCATED SHALL BE STOCK PILED BY THE CONTRACTOR. ANY EXISTING SIGNS

DAMAGED DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR AT HIS COST.

16. ALL EXISTING DRAINAGE STRUCTURES AND UTILITIES WITHIN THE CONSTRUCTION LIMITS SHALL REMAIN, UNLESS OTHERWISE

NOTED IN PLANS.

17. ALL STORM SEWER LINES AND INLETS SHALL BE CLEANED OF DEBRIS AND ERODED MATERIALS AT LAST STAGES OF

CONSTRUCTION.

18. ANY DRAINAGE PROBLEMS CREATED BY CONSTRUCTION, OR EXISTING BEFORE CONSTRUCTION AND NOT ALLEVIATED, SHOULD BE BROUGHT TO THE ATTENTION OF THE CITY OF HOLLY HILL PUBLIC WORKS DEPARTMENT AT THE TIME OF DISCOVERY.

19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS AS WELL AS THE REQUIREMENTS OF ST. JOHNS RIVER WATER MANAGEMENT DISTRICT. CONTRACTOR SHALL ESTABLISH BEST MANAGEMENT AND EROSION CONTROL METHODS PRIOR TO COMMENCING ANY SITE CLEARING OR DEMOLITION AND SHALL MAINTAIN THOSE BARRIERS UNTIL FINAL ACCEPTANCE OF THE PROJECT. INLETS SHALL BE PROTECTED FROM RECEIVING

SILTY RUNOFF BY MEANS ACCEPTABLE TO THE CITY.

20. THE EROSION, SEDIMENT, AND TURBIDITY CONTROL MEASURES DELINEATED HEREON ARE THE MINIMUM REQUIRED.

ADDITIONAL CONTROLS MAY BE NEEDED, DEPENDING UPON THE ACTUAL SITE CONDITIONS, JURISDICTIONAL AGENCY PERMIT REQUIREMENTS AND CONSTRUCTION OPERATIONS. STAKED SILT FENCE SHALL BE UTILIZED TO CONTROL EROSION AND RELEASE OF SUSPENDED SOLIDS AND SEDIMENT TRACKING CONTROL DEVICES SHALL BE USED TO PREVENT THE OFFSITE TRANSPORT OF SEDIMENT BY MOTORIZED VEHICLES. IF CONTROL MEASURES DO NOT PROVE SATISFACTORY, WORK SHALL

CEASE UNTIL NEW MEASURES ARE ADOPTED WITH SATISFACTORY RESULTS.

21. ALL EROSION AND SEDIMENT TRACKING CONTROL DEVICES SHALL BE INSPECTED DAILY AND IMMEDIATELY FOLLOWING A RAINFALL EVENT. ANY DEFICIENCIES FOUND IN THE EROSION CONTROL MEASURES SHALL BE REPAIRED IMMEDIATELY. THE CONTRACTOR SHALL KEEP A LOG BOOK DOCUMENTING THESE DAILY INSPECTIONS, DEFICIENCIES AND REMEDIAL ACTIONS.

22. ALL UNSUITABLE SOILS AND UNSUITABLE MATERIALS (SUCH AS CLAY, ORGANICS, ROCK, CEMENTED COQUINA, DEBRIS, ETC...)

SHALL BE REMOVED, DISPOSED OF AND REPLACED WITH DRY COMPACTED GRANULAR MATERIAL SATISFACTORY TO THE CITY.

THE COST OF THE WORK AND MATERIALS IS TO BE INCLUDED IN THE UNIT PRICE OF THE ASSOCIATED PAY ITEMS. ROCK EASILY MOVED WITH A STANDARD EXCAVATOR AND ABLE TO BE COMMINGLED WITH BACKFILL MATERIAL SHALL NOT BE ELIGIBLE FOR

UNSUITABLE MATERIAL PAYMENT.

23. ROCK AND CEMENTED COQUINA OR OTHER MATERIALS UNSUITABLE FOR BACKFILL SHALL BE DISPOSED OF BY THE

CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

24. MAINTENANCE OF TRAFFIC: THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING VEHICULAR AND PEDESTRIAN TRAFFIC SAFELY THROUGH THE WORK ZONE AT ALL TIMES. ANY SIDEWALK, LANE OR ROAD CLOSURE REQUIRES REVIEW AND APPROVAL IN ADVANCE AND A SEVEN (7) DAY MINIMUM NOTICE TO THE CITY OF HOLLY HILL. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR THE REQUIRED COORDINATION.

25. MAINTENANCE OF TRAFFIC WILL BE IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS" AND "THE FDOT ROADWAY AND TRAFFIC

DESIGN STANDARDS" LATEST EDITIONS.

26. ALL OUTAGES FOR TIE-INS SHALL BE COORDINATED WITH THE CITY OF HOLLY HILL. OUTAGES SHALL BE LIMITED TO TWO HOURS DURING WORKING HOURS. OUTAGES MAY BE EXTENDED DURING OFF PEAK TIMES WITH APPROVAL FROM THE CITY.

27. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND THE CONTRACTOR'S EXPENSE TO PROVIDE THE CONSULTING ENGINEER WITH "AS-BUILT" DRAWINGS OF CONSTRUCTION. DRAWINGS SHALL CONTAIN SPECIFIC LOCATION OF ALL WATER MAINS, FORCE

MAINS AND RECLAIMED WATER MAINS, VALVES AND SERVICE.

28. RESTORE SITE, INCLUDING BUT NOT LIMITED TO, GRAVEL, PLANTS, FENCING, AND SIDEWALK, TO ORIGINAL CONDITION UPON

COMPLETION OF PROPOSED CONSTRUCTION.

This item has been digitally signed and sealed by John T. Rachal, P.E. on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

G-041

EXISTING CONDITION

SURVEY

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:2 1:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead and Hunt, Inc.

4401 Eastport Parkway Port Orange, FL 32127 phone: 386-761-6810 meadhunt.com FL Cert. #26730

Y O

F H

Y H

M P

1000710-250981.01

APRIL 2025

H S

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Y H

L, F L

04/29/25 BID SET

RAP

CRA

Flemming Fitch Grant Mb 1 pg 1

Force Main Junction Box Top El 5.80' Bottom Elev. 0.44'

6.9 7.17.1

7.0

6.9 6.7

6.7 6.6

7.4 7.2

7.1

7.3 7.4

6.9 6.7

6.6

6.4 6.6

6.97.06.7 6.7

6.5

6.5 6.7 6.6 6.9

6.9

5.85.8

5.96.4

5.9 5.6

6.4

7.1

5.95.8

5.8

5.6

Sanitary Sewer Manhole Top El 6.57' Size and material unknown Pipes not visible under sewage Wly Inv. -7.43' Ely Inv. -7.73' Nly Inv. -7.94

6" P

V C

F M

Catch Basin Top Elev.

6.07' ELY Invert Elev 2.37' 36"X22" Reinforced Concrete Pipe WLY Invert Elev 2.42' 36"X30" Reinforced Concrete Pipe

Catch Basin Top Elev. 5.93' Invert Elev. 1.47' 36"X30" Reinforced Concrete Pipe

Catch Basin Top Elev. 6.25' WLY Invert Elev 2.49' ELY Invert Elev 2.39' 24" Corrugated Metal Pipe

Right of Way

24" CMP24" CMP

5.9 5.5 5.7

Lift Station 9' inside Diameter Wet Well Top El 7.90' Sly Inv -8.22' Bottom Elev. -13.49' Pipes Not Visible Under Sewage Line

3/4"Back Flow Preventer with Hose Bib

36"x30" CMP 36"x30" CMP 36"x22" CMP

8" AC Water Main

7.1

5.9

6.4 6.4

20"

29" Bamboo Thicket

Hedge 4' Chain Link Fence

4' Wood Fence

6' Concrete Walk

5.6' Concrete Walk

6"PVC FM

N 64°19'03"E 335.08'

Rec. 1/2" R&C RLS #4006 1787581.06279 639756.87481

V C

S S

Right of Way

Bench Mark Mag Nail & Disk LB #6877 Elev. 6.47' 1786897.42102 636303.04574

FLOMICH STREET

50' R/W

40'x40' Easement (Approximate Location)

Map book 1706, Page 0128

Force Main

6" HDPE

Top Elev.

1.30' Typ

Hedge and Mulch Bed

4' Chain Link Fence with Gate

Antenna

Lift Station control Panel

Underground Electric Service

8'4'2'0 8'4'2'0

1/4" = 1'-0"

SECTION VIEWA

EXISTING

VALVE

VAULT

EXISTING SIDEWALK

EXISTING ASPHALT PAVEMENT

EXISTING 6" PVC

FORCE MAIN

EXISTING 24" CMP

EXISTING 8" AC WM

R /W

CONNECT PROPOSED 6" HDPE DISCHARGE TO

EXISTING 6" FM WITH 6"x6" MJ WYE, 6" HDPE MJ

ADAPTER, 6" MJ SLEEVE, AND 2 LF 6" C900 PVC PIPE

0.44'

5.80' 6.60'

EXISTING 4' CHAIN LINK FENCE.

REMOVE AND REPLACE AS REQUIRED.

C-141

PROPOSED SITE PLAN

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NORTH

PLAN

1" = 10'

201050

SITE PLAN

SANITARY SEWER CONSTRUCTION NOTES

1. THE CITY'S PUBLIC UTILITIES DEPARTMENT 386-248-9463 SHALL BE GIVEN A

MINIMUM OF 48 HOURS ADVANCE NOTICE (NOT INCLUDING HOLIDAYS OR

WEEKENDS) PRIOR TO BEGINNING ANY SANITARY SEWER CONSTRUCTION.

2. THE CONTRACTOR SHALL AT ALL TIMES, DURING PIPE LAYING OPERATIONS,

DEWATER THE GROUND SUFFICIENTLY TO KEEP THE GROUNDWATER

ELEVATION A MINIMUM OF 6" BELOW THE PIPE BEING LAID WITHIN THE AREA OF

THE TRENCH.

3. ALL PIPES SHALL BE LAID ON A FIRM FOUNDATION. SOFT OR SPONGY BEDDING

FOR PIPES IS NOT ACCEPTABLE. ANY UNSUITABLE MATERIAL SHALL BE

REMOVED AND REPLACED WITH A DRY, COMPACTED, GRANULAR MATERIAL

SATISFACTORY TO THE CITY.

4. ON ALL EXCAVATION AND BACKFILLING THE CONTRACTOR SHALL PROVIDE

ADEQUATE SHEETING AND BRACING IN ORDER TO PROVIDE FOR THE SAFETY

OF WORKMEN, AS WELL AS REPRESENTATIVES OF THE CITY, THE DESIGN

ENGINEER, AND THE DEVELOPER.

5. ALL TRENCHES SHALL BE BACKFILLED WITH CLEAN FILL AND COMPACTED TO

THE SPECIFIED MINIMUM COMPACTION (95% IN UNPAVED AREAS AND 98% IN

PAVED AREAS) OF THE OPTIMUM DENSITY OF THAT MATERIAL BASED ON THE

AASHTO T-180 MODIFIED PROCTOR TEST.

6. THE CONTRACTOR SHALL EMPLOY AN INDEPENDENT TESTING LABORATORY

AT HIS OWN EXPENSE TO INSURE THAT COMPACTION OF ALL FILL MATERIAL IS

COMPLETED PROPERLY. TESTS SHALL BE DONE ONE FOOT ABOVE THE PIPE

AND THEN AT ONE FOOT VERTICAL INTERVALS UNTIL FINAL GRADE IS

REACHED. TESTING SHALL BE COMPLETED AND TEST DOCUMENTS SUBMITTED

TO THE CITY AT A MINIMUM FREQUENCY OF ONE SET OF TESTS BETWEEN

EACH MANHOLE AND ONE ADDITIONAL SET OF TESTS AT EVERY MANHOLE.

IDENTIFICATION OF TEST LOCATIONS SHALL BE CLEARLY INDICATED ON TEST

REPORTS. TEST RESULTS SHALL BE FORWARDED PROMPTLY TO THE CITY'S

DESIGNATED SITE INSPECTOR.

7. THE CONTRACTOR SHALL INSTALL A METALLIZED FOIL LOCATOR TAPE, OR

SIMILAR DEVICE AS MAY BE APPROVED BY THE CITY FOR THE FULL LENGTH OF

ALL PVC SEWAGE FORCE MAINS. THIS PIPE LOCATOR AID SHALL BE INSTALLED

BETWEEN 15" AND 24" BELOW FINISHED GRADE OR AS DIRECTED BY THE

MANUFACTURER. TAPE SHALL BE COLOR CODED GREEN FOR SANITARY

SEWER AND FORCE MAIN. A No. 12 WIRE SHALL BE INSTALLED WITH WIRE

BROUGHT UP AT ALL VALVES.

8. ALL TESTING REQUIRED BY THE CITY SHALL BE PAID FOR BY THE

CONTRACTOR/DEVELOPER.

9. ALL SANITARY SEWER FORCE MAINS WITH THE EXCEPTION OF FUSED HDPE,

SHALL USE A THRUST RESTRAINT JOINT METHOD IN COMPLIANCE WITH THE

DUCTILE IRON PIPE RESEARCH ASSOCIATION GUIDELINES MODIFIED TO

ACCOMMODATE PVC PIPE BY FOLLOWING THE RECOMMENDED INCREASE IN

RESTRAINT LENGTH CORRESPONDING TO THE INSTALLATION OF

POLYETHYLENE WRAP. IN NO INSTANCE SHALL THRUST BLOCKS BE

PERMITTED.

10. CONTEC A-2000 PVC PIPE SHALL NOT BE ALLOWED FOR USE.

11. EZ-WRAP PLASTIC, AS MANUFACTURED BY PRESS SEAL GASKET

CORPORATION, SHALL BE USED ON THE OUTSIDE OF ALL MANHOLE AND

WETWELL JOINTS. APPLY ONE LAYER OF 9" WRAP CENTERED ON EACH JOINT.

A CITY INSPECTOR SHALL PERSONALLY INSPECT ALL JOINT SEALS PRIOR TO

BACKFILLING OPERATIONS.

12. ALL PROPOSED SEWER FORCE MAINS SHALL BE FLUSHED, PRESSURE TESTED

AND CLEARED FOR SERVICE IN ACCORDANCE WITH THE LATEST AWWA

STANDARDS AND THE FLORIDA DEPARTMENT OF ENVIRONMENTAL

PROTECTION REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE CITY'S

DESIGNATED SITE INSPECTOR WHO SHALL COORDINATE WITH CITY

PERSONNEL AT THE WATER OR WASTEWATER TREATMENT PLANT (AS

APPROPRIATE) AT LEAST 48 HOURS PRIOR TO BEGINNING A FULL-DIAMETER

FLUSH OF THE MAINS PRIOR TO THE COMMENCEMENT OF PRESSURE TESTING

(SUBJECT TO AVAILABILITY).

13. ALL IN-LINE SANITARY SEWER FORCE MAIN VALVES SHALL BE RESILIENT SEAT

(AWWA C-509) VALVES FEATURING A LINED DUCTILE IRON BODY.

14. WITH RESPECT TO TIE-IN CONNECTIONS AND CORING OPERATIONS, THE CITY

RESERVES THE RIGHT TO REQUIRE CONNECTIONS TO BE PERFORMED DURING

PERIODS OF LOW FLOW (MIDNIGHT TO 6:00 A.M.) IN ORDER TO MINIMIZE

SERVICE DISRUPTION TO EXISTING CUSTOMERS.

15. ALL WORK PERFORMED UPON SANITARY SEWER FACILITIES OWNED OR

PROPOSED TO BE OWNED BY THE CITY SHALL BE CONSTRUCTED BY AN

UNDERGROUND UTILITY CONTRACTOR, OR LICENSED GENERAL CONTRACTOR,

WHO IS LICENSED IN THE STATE OF FLORIDA AND REGISTERED WITH THE CITY.

16. UPON CONSTRUCTION COMPLETION AND ACCEPTANCE OF THE SYSTEM, IT

SHALL BE THE DESIGN ENGINEER'S RESPONSIBILITY TO ENSURE THAT THE

SYSTEM IS PROPERLY CERTIFIED AND ACCEPTED BY THE FLORIDA

DEPARTMENT OF ENVIRONMENTAL PROTECTION AND AS-BUILTS ARE

PROVIDED TO THE CITY PRIOR TO ANY USE OF THE SYSTEM.

17. FOR CONSTRUCTION PURPOSES, THE PLANS SHALL DIMENSION THE LOCATION,

OF ALL FORCE MAINS MEASURED FROM THE BACK OF CURB (OR EDGE OF

PAVEMENT, IF NO CURBING EXISTS).

18. ALL HDPE PIPE INSTALLED FOR SEWAGE FORCE MAINS SHALL BE SDR11

UNLESS SPECIFICALLY NOTED OTHERWISE. THE HDPE PIPE SHALL BE SIZED TO

MATCH THE EXTERNAL DIAMETER OF THE PVC OR DIP TO WHICH IT IS

ATTACHED.

19. ALL PVC PIPE SHALL BE STORED IN SUCH A WAY AS TO PREVENT WARPING,

DEFLECTION, OR DEFORMATION. ANY PIPE DEEMED TO BE MISSHAPED IN ANY

WAY FOR ANY REASON SHALL BE REJECTED.

20. NO USED, RE-USED, RUSTED, SECOND HAND, OR ANY MATERIAL THAT IS NOT

NEW SHALL BE USED IN ANY UTILITY IMPROVEMENT PROJECTS WITHIN THE

CITY'S SERVICE AREA.

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead and Hunt, Inc.

4401 Eastport Parkway Port Orange, FL 32127 phone: 386-761-6810 meadhunt.com FL Cert. #26730

Y O

F H

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1000710-250981.01

APRIL 2025

H S

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L, F L

04/29/25 BID SET

RAP

CRA

00 10 20

CONNECT PROPOSED 6" HDPE DISCHARGE TO

EXISTING 6" FM WITH 6"x6" MJ WYE, 6" HDPE MJ

ADAPTER, 6" MJ SLEEVE, AND 2 LF 6" C900 PVC PIPE

20.00'

CONTRACTOR TO

SUPPORT STORM PIPE

PROPOSED BURIED 6" HDPE DR11

DISCHARGE PIPE WITH WELDED BENDS.

PROPOSED DISCHARGE PIPE:

6" MJ CHECK VALVE (BY PUMP MANUFACTURER)

6" FL 90° BEND

6" HDPE FLANGE ADAPTER

6" MJ GATE VALVE

6" HDPE MJ ADAPTERS (TYP OF 2)

PROPOSED DIESEL BYPASS PUMP ON 5 FT

X 9.5 FT X 12 IN. THICK CONCRETE PAD W/

TWO MATS #5 REBAR 12 IN. O.C. E.W.

PROPOSED SUCTION PIPE:

6" DIP (ABOVE GRADE)

6" FL TEE

6" HDPE DR11 PIPE BELOW

GRADE TO WET WELL

SILT FENCE

REMOVE AND REPLACE EXISTING

CHAIN LINK FENCE AS REQUIRED

REMOVE AND REPLACE

EXISTING 4" CONCRETE

SIDEWALK AS REQUIRED

This item has been digitally signed and sealed by John T. Rachal, P.E. on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

4'2'1'0 4'2'1'0

1/2" = 1'-0"

SECTION VIEW-

EX SOUTH 10" PVC GRAVITY

SEWER INFLUENT PIPE TO REMAIN

EL=(-)13.49

INV EL=(-)8.22

EX GRD EL=±6.20

EL=7.90

PROPOSED BACKUP PUMP ON 5 FT. X 9.5 FT.

X 24 IN. THICK CONCRETE PAD W/ TWO

MATS #5 REBAR 12 IN. O.C. E.W.

9 SHOWN OUT

OF PLANE

EL=6.20

EL=8.80

EXISTING ELECTRICAL

CONDUITS

4 3

FLOODPLAIN

EL=7.70

EXISTING LIFT STATION

NORTH

PLAN

1/2" = 1'-0"

4'2'1'0

PLAN VIEW

EX SOUTH 10" PVC GRAVITY

SEWER INFLUENT PIPE TO REMAIN

1 BACKUP PUMP

SUCTION PIPE

EXISTING LIFT STATION

C-501

LIFT STATION DETAILS

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SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead and Hunt, Inc.

4401 Eastport Parkway Port Orange, FL 32127 phone: 386-761-6810 meadhunt.com FL Cert. #26730

Y O

F H

Y H

M P

1000710-250981.01

APRIL 2025

H S

T H

Y H

L, F L

04/29/25 BID SET

RAP

CRA

EQUIPMENT KEY LIST

LIFT STATION NOTES:

1. ALL DISTURBED AREAS TO BE REGRADED AND SODDED TO

MATCH EXISTING UNLESS OTHERWISE NOTED.

2. ALL HARDWARE INSIDE WETWELL TO BE 316 STAINLESS

STEEL.

3. COAT ALL DIP PIPING, VALVES, FITTINGS IN WET WELL AND

VALVE VAULT WITH 15 MILS OF COAL TAR EPOXY.

6" HDPE DR11 DISCHARGE/SUCTION PIPE WITH WELDED FITTINGS.

PROVIDE 6" PIPE STANDOFF BRACKETS FOR HDPE SUCTION PIPE AT

MINIMUM 5'-0" SPACING

6" FL DIP SPOOL PIECE. MAXIMUM 12" LONG

6" FL TEE

6" BLIND FLANGE

6" FL 90° BEND

6" FL GATE VALVE

6" HDPE FLANGE ADAPTER (TYP OF 2)

THOMPSON PUMP 6JSC BACKUP PUMP, DIESEL DRIVEN, 380 GPM @ 45' TDH

@ 1,700 RPM (MAX 43 HP @ 2,400 RPM), 75 GALLON FUEL TANK, AND FLOAT

SYSTEM (INDEPENDENT OF 4 FLOATS SHOWN IN BELOW TABLE)

CORE DRILL AND GROUT SEAL AROUND PROPOSED SUCTION PIPE WITH

H₂S RESISTANT NON-SHRINK GROUT. REPAIR "RAVEN" EPOXY INTERIOR

LINER IN EXISTING WET WELL. (SEE PROJECT SPECIFICATIONS)

This item has been digitally signed and sealed by John T. Rachal, P.E. on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

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C-502

CONSTRUCTION

DETAILS

AMG

RAP

AMG

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead and Hunt, Inc.

4401 Eastport Parkway Port Orange, FL 32127 phone: 386-761-6810 meadhunt.com FL Cert. #26730

Y O

F H

Y H

M P

1000710-250981.01

APRIL 2025

H S

T H

Y H

L, F L

04/29/25 BID SET

RAP

CRA

This item has been digitally signed and sealed by John T. Rachal, P.E. on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

H \C

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C-503

CONSTRUCTION

DETAILS

XXX

RAP

XXX

PIPE SEPARATION DIAGRAM1 NTS

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead and Hunt, Inc.

4401 Eastport Parkway Port Orange, FL 32127 phone: 386-761-6810 meadhunt.com FL Cert. #26730

Y O

F H

Y H

M P

1000710-250981.01

APRIL 2025

H S

T H

Y H

L, F L

04/29/25 BID SET

RAP

CRA

TREE PROTECTION DETAIL2 NTS

DRIP LINE (OPTIMUM) OR

CONSTRUCTION LIMITS (MIN)

8' MAX.

1"x6" #3YP

4"x4" OR FENCE POST

DRIPLINE OF TREE IS THE EXTENT

OF ITS OUTER BRANCHES

5' TYP

WOOD BRACING

(TYP.)

WOOD STAKE

(TYP.)

#5 REBAR OR WOOD

STAKE 1.0' INTO GROUND,

5.0' ON CENTER ZIP TIES

OR TWISTED WIRE.

WOOD BRACING OR

ORANGE MESH FENCING

AROUND DRIPLINE. NAIL

WOOD BRACING TO WOOD

STAKES OR ATTACH MESH

WITH TWISTED WIRE.

NOTE:

BARBED WIRE FENCING

IS NOT PERMISSIBLE

NOTE:

HIGH VISIBILITY PLASTIC NETTING FENCE MAY BE SUBSTITUTED IF APPROVED BY REVIEWING AGENCY.

TREE PROTECTION TO BE INSTALLED ON ALL TREES TO REMAIN IN THE CONSTRUCTION AREA WHITING CLEARING LIMITS.

PROTECTION CAN BE INSTALLED AROUND GROUPS OF TREES EXTENDING OUT TO FARTHERMOST TREE DRIPLINE.

This item has been digitally signed and sealed by John T. Rachal, P.E. on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

C-504

TRAFFIC CONTROL

PLAN

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SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead and Hunt, Inc.

4401 Eastport Parkway Port Orange, FL 32127 phone: 386-761-6810 meadhunt.com FL Cert. #26730

Y O

F H

Y H

M P

1000710-250981.01

APRIL 2025

H S

T H

Y H

L, F L

04/29/25 BID SET

RAP

CRA

This item has been digitally signed and sealed by John T. Rachal, P.E. on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

Force Main Junction Box Top El 5.80' Bottom Elev. 0.44'

6" P

V C

F M

24" CMP24" CMP

36"x30" CMP 36"x30" CMP

8" AC Water Main

20"

29" Bamboo Thicket

Hedge

6"PVC FM

N 64°19'03"E

Rec. 1/2" R&C RLS

V C

S S

Right of Way

Bench Mark Mag Nail

FLOMICH STREET

50' R/W

Force Main

6" HDPE

Top Elev.

1.30' Typ

4' Chain Link Fence with Gate

Antenna

Lift Station control Panel

Underground Electric Service

E-101

ELECTRICAL PLAN &

DETAILS

H \C

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SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead and Hunt, Inc.

4401 Eastport Parkway Port Orange, FL 32127 phone: 386-761-6810 meadhunt.com FL Cert. #26730

Y O

F H

Y H

M P

1000710-250981.01

APRIL 2025

H S

T H

Y H

L, F L

04/29/25 BID SET

RAP

CRA

NORTH

PLAN

1" = 10'

201050

LIFT STATION ELECTRIC PLAN

PROPOSED BACKUP PUMP

P-3 (BATTERY CHARGER)

P-5 (BLOCK HEATER) PROVIDE CONDUIT (2) 1"C. WITH (6)

#12 & (2) #14 FOR BATTERY

CHARGER, AND BLOCK HEATER

FOR BACKUP DIESEL PUMP

NOT TO SCALE

EXISTING SERVICE RACK - REAR ELEVATION

NOT TO SCALE

EXISTING SERVICE RACK - FRONT ELEVATION

MAST INSTALLATION NOTES:

1. PROPOSED MAST HEIGHT WILL BE DETERMINED BY CITY UTILITIES PRIOR TO CONSTRUCTION.

2. CONFORM TO THE LATEST BUILDING AND ZONING CODES FOR NEW INSTALLATIONS.

3. DO NOT CONSTRUCT MAST WITHIN 3'-0" OF AN ELECTRICAL SERVICE DROP (480V OR LESS), WITHIN 10'-0" OF OVERHEAD POWER LINE UP TO 32kV, WITHIN 15'-0" OF

AN OVERHEAD POWER LINE UP TO 115kV, OR WITHIN 20'-0" OF AN OVERHEAD POWER LINE EXCEEDING 115kV.

4. GROUND THE MAST AT THE BASE BY PROVIDING 1/2" GROUND STRAP. CONNECT TO GROUND ROD WITH #4 AWG BARE COPPER WIRE AND ACORN CLAMP.

5. COUPLINGS ON THE MAST MUST BE AT LEAST 10'-0" ABOVE GRADE. COUPLINGS ARE NOT ALLOWED BELOW 10'-0" ABOVE GRADE.

6. CONSTRUCT MAST FOUNDATION WITH 3000 PSI REINFORCED CONCRETE IN 24" DIAMETER SONOTUBE IN UNDISTURBED OR COMPACTED SOIL (95% DENSITY).

7. PROVIDE 3" MINIMUM CONCRETE COVER ON REINFORCING STEEL.

8. SHAPE THE TOP OF THE CONCRETE FOUNDATION INTO A DOME.

9. INSTALL 1" AND 2" PVC CONDUITS (1 EACH) TO PUMP CONTROL PANEL. MAINTAIN MINIMUM 6" SEPARATION AND 18" DEPTH.

RTU INSTALLATION NOTES:

1. CONFORM TO THE LATEST CODES FOR NEW INSTALLATIONS.

2. GROUND ANTENNA TO MAST WITH 1/2" GROUND STRAP.

3. ANTENNA HEIGHT AND DIRECTION DETERMINED BY CITY UTILITIES SERVICES PRIOR TO CONSTRUCTION.

4. PROVIDE CORROSION RESISTANCE FROM GALVANIC ACTION AT INTERFACES OF DISSIMILAR METALS EXCEPT AT GROUND POINTS.

5. MAINTAIN MINIMUM 6" SEPARATION. FASTEN HELIX CABLE TO EXTERIOR OF MAST WITH 316SS CLAMPS AT 24" INTERVALS.

GENERAL NOTES:

1. ALL CONDUITS ENTERING ANY ENCLOSURE, PANEL, DISCONNECT, WIREWAY ETC., SHALL BE TERMINATED WITH A THREADED HUB FITTING (MEYERS HUB).

2. IF THE PUMP CABLES ARE OF A SIZE (CROSS SECTIONAL AREA) THAT EXCEEDS NEC CONDUIT FILL REQUIREMENTS, THEN CONDUITS SHALL BE UPSIZED TO MEET

NEC REQUIREMENTS.

3. MINIMUM CLEAR WORKING SPACE PER NEC ARTICLE 110.26 SHALL BE MAINTAINED.

4. PUMP MANUFACTURER SUPPLIED CONTROL PANEL MUST MEET CITY'S STANDARDS.

5. SERVICE GROUND TO INCLUDE #6 BARE COPPER RUN TO THREE (3) 5/8"x10' COPPER CLAD DRIVEN ELECTRODE SPACED AT LEAST 10' APART AND BONDED TO WET

WELL EQUIPMENT RACK, CONTROL PANELS, TELEMETRY PANELS, WET WELL TOP PLATE AND ALL SECURITY FENCE POSTS. RESISTANCE TO GROUND TO BE A 25

OHMS OR LESS. EXOTHERMIC WELD GROUND WIRES TO ELECTRODES.

6. NEMA 4X 316SS CONTROL PANEL TO BE FURNISHED BY PUMP VENDOR. MOUNT ON THE RACK PER DETAIL AND PROVIDE POWER SUPPLY, WIRING, ETC. TO SERVE NEW LIFT STATION EQUIPMENT. CONTROL PANEL WILL INCLUDE VISIBLE AND AUDIBLE ALARM FOR HIGH FLOW CONDITION AND INCLUDE ELAPSED RUN TIME

METERS FOR EACH PUMP AND 240V/3PH GENERATOR RECEPTACLE.

7. PROVIDE CONDUIT SLEEVES AND SEAL-OFFS INTO WET WELL FOR FLOAT SWITCHES AND PUMP CABLES PROVIDED BY VENDOR WITH CONTROL PANEL ASSEMBLY.

INSTALL CONDUIT SEALS ABOVE TERMINAL BOX AND 12" MINIMUM ABOVE GRADE TO PREVENT MOISTURE AND GAS INTRUSION INTO CONTROL PANEL.

8. LEVEL FLOATS, LEVEL SENSOR AND MOTORS INCLUDING CABLES AND CONNECTIONS TO BE PROVIDED BY PUMP CONTROL PANEL VENDOR. COORDINATE INSTALLATION AND WIRING ACCORDINGLY. MAKE ALL TERMINATIONS AS REQUIRED BY THAT VENDOR USING APPROVED MATERIALS AND METHODS.

9. INSTALL PANEL "P" INSIDE A 20"x16"x8" NEMA 4X 316SS HINGED DOOR BOX WITH A PAD LOCKABLE HANDLE.

10. CONTRACTOR TO INSTALL UG CONDUIT FROM THE EXISTING SERVICE DROP POLE TO FPL HANDHOLE AT BASE OF ELECTRICAL EQUIPMENT RACK.

11. MOUNT A 16"x16"x6" NEMA 4X 316SS HINGED COVER TERMINAL BOX WITH INSULATED TERMINAL STRIP TO FACILITATE PUMP REMOVALS.

12. SERVICE TO BE UNDERGROUND 240V - 3 PH - 3 WIRE FROM FPL. COORDINATE SERVICE SOURCE AND CONNECTION WITH FPL.

13. ALL WIRING TO BE THWN FROM METER CAN TO PANEL AND FPL APPROVED UNDERGROUND WIRING FOR THE SERVICE DISCONNECT CONNECTION.

14. MEET ALL NEC 2017 AND LOCAL CODE REQUIREMENTS.

15. DATA FLOW SYSTEMS (DFS) SHALL PROVIDE TELEMETRY CONTROL UNIT AND ANTENNA. CONTRACTOR TO COORDINATE WITH DFS ON THE INSTALLATION.

CONTACT AT DFS IS TOM HOGELAND (321) 514-9788.

THREADED PIPE CAP

2" 316SS STEEL PIPE

3"x2" 316SS REDUCER

(THREADED AND TACKWELDED)

3" SCH80 316SS PIPE

3" 316SS COUPLING (THREADED

AND TACKWELDED)

GRADE

6" FDOT #57 STONE OVER

COMMERCIAL GRADE FILTER FABRIC

UNDER AND 12" BEYOND ALL SIDES

GRADE

6' -0

-0 " A

O X.

O F

8"x8"x24" 316SS TROUGH

FOR PUMP POWER AND

CONTROL WIRING

CONTROL PANEL AS

FURNISHED BY PUMP

EQUIPMENT MFR.

1" CONDUIT TO RTU

3" S.S. PIPE W/

CAP (TYP. 2)

2" 316SS CHANNEL

(TYP. AS REQUIRED)

RED ALARM

BEACON WITH

PROTECTIVE

CAGE

2" SCH80 PVC CONDUIT

FOR ANALOG AND

DIGITAL INPUT WIRING

SCH80 PVC CONDUITS TO

CONTROL PANEL FOR 120V RTU

POWER AND CONTROL WIRES

RTU

' M

2" SLEEVES TO WET WELL

PUMPS AND CONTROLS

ANTENNA

1/2" GROUND STRAP

30"

2" CONDUIT TO RTU

" M

BONDING JUMPER

#4 VERTICAL REBAR (4 TOTAL)

16" DIA. #4 REBAR HOOPS AT 12" OC

1/3 CU 3000 PSI CONCRETE

IN 24" SONOTUBE (2 TYP)

GENERATOR

RECEPTACLE

HAND HOLE FOR

UNDERGROUND 240V

THREE PHASE DELTA

SERVICE

3 POLE - SOLID NEUTRAL,

FUSED NEMA 4X

DISCONNECT WITH RK-1

FUSES. LABEL AS

"SERVICE DISCONNECT"

12" LIGHTNING ROD (THREADED/BRAZED ON)

316SS CLAMPS WITH

CABLEHANGERS

KITS 24" O.C.

SURGE ARRESTOR, SQ-D

SDSA-2040 SUITABLE

FOR 3 PH SERVICE

(3)#3, #8 GND

IN 2"C

(3)#4, #8 GND IN 1-1/4"C TO

PUMP CONTROL PANEL

NEW FPL APPROVED

SELF-CONTAINED

ALUMINUM METER CAN

(3)#3, #8 GND

IN 1-1/2"C

(2) PHILIPS - STONCO GP1-24W-L-U-MHP-P

LED FLOOD LIGHTS MOUNT AT 10' ABOVE

GRADE. COORDINATE AIMING WITH OWNER.

(2)#12, #12 GND IN

3/4"C TO PANEL "P"

W/P

GFI

#6 BARE CU TO (3) 10'-0"x5/8"

COPPER CLAD GROUND ROD

@ 10' O.C. SPACING MIN.

HELIAX CABLE (5" MIN. BEND RADIUS)

CONDUIT SEALS FOR PUMP

POWER AND CONTROL

CONDUITS (TYP.)

GFI (PROVIDED IN

CTRL PNL) (3)#6, #8 GND

1-1/4"C FROM DISC

PANEL "P"

(3)#4, #8 GND IN 1-1/4"C TO

PANEL "P"

PROVIDE 2" CONDUIT WITH (3)

LEVEL FLOAT WIRES TO BACKUP

PUMP CONTROL PANEL

(EXISTING)

This item has been digitally signed and sealed by John T. Rachal, P.E. on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

	2025-05-01T10:24:10-0700
Digitally verifiable PDF exported from www.docusign.com

File details come from the government source that posted it. Updated Jul 28, 2025.