LS-13 Rehabilitation and Site Upgrades

Location: Florida
Posted: May 13, 2026
Due: Jun 17, 2026
Agency: City of Jacksonville Beach
Type of Government: State & Local
Category:
  • C - Architect and Engineering Services - Construction
  • Z - Maintenance, Repair or Alteration of Real Property
Solicitation No: 2526-06
Publication URL: To access bid details, please log in.
Bid Number: 2526-06
Bid Title: LS-13 Rehabilitation and Site Upgrades
Category: BID's
Status: Open
Additional Status Information: Pending Council Award
Bid Recipient: Planning - CRA
Description:

The project is located at the City of Jacksonville Beach and consists of improvements at one City lift station.

Lift Station 13 (LS-13) Site is located on the east side of Fairway Lane in Jacksonville Beach (south side of drainage easement). The scope of work includes rehabilitation of the existing duplex lift station including temporary bypassing operations, equipment and structure demolition, installation of new pumps, 4-inch/6-inch piping (discharge and manifold for LS-16), valves and other ancillary equipment, pump control panel, telemetry and SCADA equipment, site light, installation of new hose bibb station and water service, installation of a wet well specialty coating system per manufacture recommendations as necessary, and piping with new concrete slab, new fencing and restoration.

The Contractor shall furnish all labor, equipment, tools, services and incidentals to complete all Work required by these Specifications and as shown on the Drawings. Contractor shall be responsible for properly unloading, storing, installing and maintaining all materials and equipment. The Contractor shall perform the Work complete, in place, and ready for continuous service, and shall include repairs, testing, permits, cleanup, replacements and restoration required as a result of damages caused during this construction.

Reference Section 01010 Summary of Work for additional information.

Publication Date/Time:
5/13/2026 7:30 AM
Publication Information:
Daily Record & Observer and City Website
Closing Date/Time:
Open Until Contracted
Submittal Information:
Response to be delivered to 1460A Shetter Avenue.
Bid Opening Information:
Opened publicly
Pre-bid Meeting:
N/A
Contact Person:
Property and Procurement Division via email at Purchasing@jaxbchfl.net
Download Available:
Yes
Fee:
N/A
Qualifications:
Each bid must contain either evidence of the Bidder’s qualifications to do business in the area where the project is located or covenant to obtain such qualifications prior to award of Contract.

To demonstrate his qualifications to perform the Work, each Bidder shall submit with his Bid written evidence as to his financial status, previous successful contractual and technical experience in similar work including references, description, and volume of present commitments, evidence of possession of, or covenant to obtain prior to award of Contract, valid state, county, and local licenses covering all operations and all areas of political jurisdiction involved in the Work of this project and such other data as may be requested by the CITY. No bidder/company will be issued a contract for the work, who in the past seven (7) years has filed for bankruptcy personally or has been an owner/officer or principal of a firm, which has filed bankruptcy in the past seven (7) years.

Contractor must be able to exhibit to the City of Jacksonville Beach that he can perform a minimum of 30% of the total contract work with their own labor work force. The purchase of materials and/or equipment will not be considered as part of this percentage.

Related Documents:

Attachment Preview

CONSTRUCTION DRAWINGS FOR:
LS-13 REHABILITATION AND SITE UPGRADES
FOR THE CITY OF JACKSONVILLE BEACH
CITY BID No. 2526-06
PROJECT LOCATION
PROJECT LOCATION:
FOUR WATERS PROJECT #: 25-1007
PREPARED BY:
DATE: MAY 2026
324 6th AVE N. JACKSONVILLE BEACH, FLORIDA 32250
904-414-2400 C.O.A.# 31101 WWW.4WENG.COM ISSUE: 100%
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ABBREVIATIONS

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CITY OF JACKSONVILLE BEACH DRAINAGE EASEMENT

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SH DRIVE &Associates PROFESSIONAL SURVEYORS & MAPPE CURRENT FIELD DATE: 09-12-23 ORIGINAL FIELD DATE: 12-09-22

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EXISTING 2" WATER LINE METAL GATE
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BELOW GROUND VAULT TOP = 12.78
EXISTING SANITARY MANHOLE
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INV N=2.63 INV S=2.43 EXISTING 30" PVC GRAVITY MAIN
INV E=2.44 (WET WEATHER DISCHARGE FROM WPCP)
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INV SE 2=7.79
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EXISTING SANITARY MANHOLE
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INV W=2.88
INV S=2.55
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CITY OF JACKSONVILLE BEACH DRAINAGE EASEMENT
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EXISTING CONCRETE DRIVE 8" FORCEMAIN
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EXISTING WATER METER BOX - LIFT STATION SITE
EXISTING WATER METER BOX - GOLF COURSE
EXISTING 6" FORCEMAIN FROM LS-16
(APPROXIMATE LOCATION)

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SIGNED AND SEALED BY XXXX X.
XXXX, PE 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.
NWRD
YB
6202
YAM
%001
PLOT DATE AND TIME: 5/4/2026 1:43:16 PM
SEDARGPU
DNA
NOITATILIBAHER
sedargpU
etiS
dnA
noitatilibaheR
31-SL
60-6252
.oN
DIB
YTIC
N
0 10' 20'
SCALE (In Feet)
C-1
NL
YAWRIAF )W/R
'06(
TUOYAL
GNIPMUP
SSAPYB
YRAROPMET
31-SL
SEE INSET B
THIS SHEET EXISTING LS-13 WET WELL
PROPOSED 6" DISCHARGE PIPE EXTENSION FROM LS-16 TO CONNECT
EXISTING FORCEMAIN DOWNSTREAM OF LS-13
SEE INSET A EXISTING 8"X6" WYE
PROPOSED 6" BYPASSING ASSEMBLY THIS SHEET
EXISTING 8" GATE VALVE
EXISTING 8" GRAVITY MAIN
PROPOSED 8"X6" TEE
EXISTING SANITARY MANHOLE
TOP=12.30
INV N=2.63
INV S=2.43
INV E=2.44
INV SE 1=8.64 INV SE 2=7.79
EXISTING 6" SANITARY
SERVICES
EXISTING 6" GATE VALVE
EXISTING 6" WYE EXISTING 6"
EXISTING 6" FORCEMAIN FORCEMAIN
FROM LS-16 EXISTING 6" MJ PLUG (ABANDONED)
PROPERTY LINE
EXISTING 6" WYE TURNED
UP AND PLUGGED
EXISTING 6" FORCEMAIN
FROM LS-16 TO BE EXISTING 6" BYPASS PUMPOUT WITH
REMOVED PLUG VALVE AND RISER IN VALVE VAULT
MARSH DRIVE
EXISTING SANITARY MANHOLE
1994 J R O E S B C I I N T # O E S 3 R E 7 P D - T 0 L D 1 A B 0 R N .0 A 4 WING I I I T N N N O V V V P N W S = = = 1 = 2 2 2 2 . . . . 5 5 8 8 5 2 1 8 1994 S J R O E E B C C IN T # O S I 3 O R E 7 N D - T 0 V D 1 A 0 I R E .0 A W 4 WING
WOR
WOR
EXISTING 6" MJ PLUG

DEMOLITION NOTES: 1. ALL TEMPORARY BYPASS OPERATIONS SHALL BE IN PLACE AND OPERATIONAL PRIOR TO DEMOLITION ACTIVITIES. 2. CONTRACTOR SHALL VERIFY ALL UTILITIES BEFORE INITIATING DEMOLITION AND CONSTRUCTION ACTIVITIES. NOTIFY CITY OF JACKSONVILLE BEACH PROJECT REPRESENTATIVE AND ENGINEER OF RECORD IMMEDIATELY IF UTILITY CONFLICT MAY OCCUR. 3. CONTRACTOR IS RESPONSIBLE FOR PHASING DEMOLITION AS NECESSARY. 4. CONTRACTOR SHALL COORDINATE WITH CITY OF JACKSONVILLE BEACH PROJECT REPRESENTATIVE REGARDING EQUIPMENT TO BE RETAINED BY THE CIT INCLUDING (BUT NOT LIMITED TO): -PUMP CONTROL UNIT REMOVE CHAINLINK FE -RTU AND GATE AS NECESS -SURGE PROTECTION UNIT FOR NEW FENCE AND -BREAKERS INSTALLATION -316 SS DISCHARGE PIPING WHICH SHALL BE DELIVERED TO JACKSONVILLE BEACH PCP, 910 10TH STREET SOUTH. UNLESS SO IDENTIFIED, ALL EQUIPMENT AND MATERIALS TO BE DEMOLISHED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF AT AN APPROVED IN DISPOSAL FACILITY. T 5. IF THE CONTRACTOR ENCOUNTERS GROUNDWATER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR UTILIZING DEWATERING SYSTEM(S) TO REMOVE WATER FROM THE EXCAVATIONS. PRIOR TO BEGINNING ANY DEWATERING OPERATIONS, THE CONTRACTOR SHALL PREPARE A DEWATERING PLAN FOR APPROVAL AND SHALL SECURE AN FDEP NPDES GENERIC PERMIT WHICH COVERS STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES AND DEWATERING OF NON-CONTAMINATED GROUNDWATER. 6. PRIOR TO DEMOLITION OR REMOVAL OF STRUCTURES USED FOR WASTEWATER, ALL WASTEWATER AND SOLIDS SHALL BE REMOVED FROM STRUCTURE AND PROPERLY DISPOSED OF. EXISTING 8" GRAVITY MAIN 7. CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION AND SEDIMENT CONTROL AND FOR STABILIZATION OF TO REMAIN ALL DISTURBED AREAS WITH SOLID SOD MATCHED TO EXISTING LAWN TYPE. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY MAINTENANCE OF TRAFFIC FOR PROJECT IN ACCORDANCE WITH CITY OF JACKSONVILLE BEACH STANDARDS. REMOVE CONCRETE DRIVEWAY (8 SY) AT PROJECT COMPLETION FOR RESTORATION EXISTING 30" PVC GRAVITY MAIN (WET WEATHER DISCHARGE REMOVE EXISTING 4" V FROM WPCP) REMOVE ALL CONCRETE SLAB WITHIN FENCING. PHASE DEMOLITION AS NEEDED. SEE SITE PLAN FOR PROPOSED DETAILS EXISTING 6" SANITARY SERVICES TO REMAIN REMOVE EXISTING HATCH AND LIFT STATION SLAB AS NECESSARY FOR INSTALLATION OF NEW HATCH AND SAFETY GRATING EXISTING 8" PVC GRAVITY MAIN TO REMAIN REMOVE 27 LF OF 6" FORCEMAIN FROM LS-16 (INSIDE AND OUTSIDE OF WELL) REMOVE EXISTING 6" 45 degrees BEND REMOVE 6" FORCEMAIN FROM LS-16 AS NECESSARY FOR PROPOSED FORCEMAIN CONNECTION REMOVE EXISTING WATER VALVES AND WATER SERVICES AS NECESSARY FOR PROPOSED WATER SYSTEM CONNECTION EXISTING 6" FORCEMAIN FROM LS-16 TO REMAIN REMOVE 4"X4" COLUMN AND METER NL YAWRIAF )W/R '06( REMOVE ELECTRICAL CONTROL PANELS, METERS, AND RACK. SEE ELECTRICAL WOR DRAWINGS FOR MORE INFORMATION LEGEND DENOTES EQUIPMENT AND N STRUCTURE TO BE REMOVED AND/OR DEMOLISHED NCING ARY DENOTES TEMPORARY 0 5' 10' GATE SILT FENCE SCALE (In Feet) REMOVE PUMPS, PIPING, GUARDRAILS, CABLE STALL 127 LF OF RACK, FITTINGS, FLOAT, LIFTING CHAIN AND EMPORARY SILT FENCE PUMP BASE PLATE FROM WET WELL. PHASE DEMOLITION AS NEEDED REMOVE SPECTRASHIELD AS REMOVE YARD DRAIN NECESSARY FOR NEW COATING AND PIPING REMOVE PIPING BETWEEN VALVE VAULT AND WET WELL REMOVE BOLLARDS AS NECESSARY FOR INSTALLATION OF NEW FORCEMAIN EXISTING 8"X6" WYE EXISTING 8" 45 degrees EXISTING BENDS 8" GATE VALVE ENT EXISTING 6" GATE VALVE EXISTING 8" FORCEMAIN EXISTING 6" FORCEMAIN (ABANDONED) EXISTING 6" GATE VALVE EXISTING 6"X6" WYE EXISTING 6" MJ PLUG PROPERTY LINE EXISTING 6"X6" WYE TURNED UP AND PLUGGED REMOVE VALVE VAULT AND ALL PIPING, VALVES AND FITTINGS REMOVE 2" DRAIN PIPE WITH P-TRAP REMOVE EXISTING HOSE BIB AND METERS REMOVE BOLLARD REMOVE RADIO ANTENNA THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY XXXX X. XXXX, PE 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. NOITPIRCSED
DKHC YB
NWRD YB
ETAD
VER ON 1 2 3 4 5 6 7
NALP ETIS SEDARGPU - HCAEB ADIROLF NALP 31 ELLIVNOSKCAJ ,HCAEB NOITATS DNA NOITATILIBAHER NOITILOMED ELLIVNOSKCAJ TFIL FO YTIC 31-SL
NWARD HRB 7001-52 6202 %001 YAM NGISED CCL # EUSSI ETAD EUMSSOIC. BOJ 0522 7001-52 6202 YAM %001
3 GNEW4.WWW ADIROLF ,HCAEB 10113 ELLIVNOSKCAJ #.A.O.C .N 0042-414-409 EVA ht6 423
DRAWING NUMBER C-2
ERATIONS SHALL BE IN PLACE AND OPERATIO ALL UTILITIES BEFORE INITIATING DEMOLITIO JACKSONVILLE BEACH PROJECT REPRESENTATI NFLICT MAY OCCUR. LE FOR PHASING DEMOLITION AS NECESSARY. INATE WITH CITY OF JACKSONVILLE BEACH PR BE RETAINED BY THE CIT INCLUDING (BUT NO ED TO JACKSONVILLE BEACH PCP, 910 10TH STR NT AND MATERIALS TO BE DEMOLISHED SHALL BE REMOVED FROM THE SITE AND PROPERLY NTERS GROUNDWATER, THE CONTRACTOR SH TEM(S) TO REMOVE WATER FROM THE EXCAV ONS, THE CONTRACTOR SHALL PREPARE A DE P NPDES GENERIC PERMIT WHICH COVERS STO UCTION ACTIVITIES AND DEWATERING OF NON REMOVAL OF STRUCTURES USED FOR WASTEW FROM STRUCTURE AND PROPERLY DISPOSED PONSIBLE FOR EROSION AND SEDIMENT CONT H SOLID SOD MATCHED TO EXISTING LAWN TYP PONSIBLE FOR PROVIDING ALL NECESSARY MA NAL PRIOR TO DEMOLITION N AND CONSTRUCTION VE AND ENGINEER OF RECORD OJECT REPRESENTATIVE T LIMITED TO): EET SOUTH. UNLESS SO BECOME THE PROPERTY OF THE DISPOSED OF AT AN APPROVED ALL BE RESPONSIBLE FOR ATIONS. PRIOR TO BEGINNING WATERING PLAN FOR APPROVAL RMWATER DISCHARGE FROM -CONTAMINATED ATER, ALL WASTEWATER AND OF. ROL AND FOR STABILIZATION OF E. INTENANCE OF TRAFFIC FOR

LAST EDITED BY: STEVEDUCHARME CAD FILE: R:\25-1007 COJB LS13\X\CDS\_4W DEMO.DWG
NOITPIRCSED
DKHC
ETAD
VER
31
NOITATS
TFIL
YB
ON 1 2 3 4 5 6
HCAEB
ELLIVNOSKCAJ
FO
YTIC
ADIROLF
,HCAEB
ELLIVNOSKCAJ
DRAWING NUMBER
NWARD
NGISED
HRB
CCL
7001-52
# BOJ EUSSI ETAD
05223
ADIROLF
,HCAEB
ELLIVNOSKCAJ
.N
EVA
ht6
423
EUMSSOIC.GNEW4.WWW
10113
#.A.O.C
0042-414-409
7
THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY XXXX X.
XXXX, PE 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.
NWRD
YB
6202 YAM %001
PLOT DATE AND TIME: 5/4/2026 1:43:25 PM
SEDARGPU
DNA
NOITATILIBAHER
sedargpU
etiS
dnA
noitatilibaheR
31-SL
60-6252
.oN
DIB
YTIC C-2
NALP
ETIS
-
NALP
NOITILOMED
31-SL
DEMOLITION NOTES:
1. ALL TEMPORARY BYPASS OPERATIONS SHALL BE IN PLACE AND OPERATIONAL PRIOR TO DEMOLITION
ACTIVITIES. LEGEND
2. CONTRACTOR SHALL VERIFY ALL UTILITIES BEFORE INITIATING DEMOLITION AND CONSTRUCTION
ACTIVITIES. NOTIFY CITY OF JACKSONVILLE BEACH PROJECT REPRESENTATIVE AND ENGINEER OF RECORD DENOTES EQUIPMENT AND
IMMEDIATELY IF UTILITY CONFLICT MAY OCCUR. N
3. CONTRACTOR IS RESPONSIBLE FOR PHASING DEMOLITION AS NECESSARY. STRUCTURE TO BE REMOVED
4. CONTRACTOR SHALL COORDINATE WITH CITY OF JACKSONVILLE BEACH PROJECT REPRESENTATIVE
REGARDING EQUIPMENT TO BE RETAINED BY THE CIT INCLUDING (BUT NOT LIMITED TO): AND/OR DEMOLISHED
-PUMP CONTROL UNIT REMOVE CHAINLINK FENCING
-RTU AND GATE AS NECESSARY 0 5' 10'
-SURGE PROTECTION UNIT
FOR NEW FENCE AND GATE -BREAKERS INSTALLATION SCALE (In Feet) -316 SS DISCHARGE PIPING
WHICH SHALL BE DELIVERED TO JACKSONVILLE BEACH PCP, 910 10TH STREET SOUTH. UNLESS SO
IDENTIFIED, ALL EQUIPMENT AND MATERIALS TO BE DEMOLISHED SHALL BECOME THE PROPERTY OF THE
REMOVE PUMPS, PIPING, GUARDRAILS, CABLE
CONTRACTOR AND SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF AT AN APPROVED INSTALL 127 LF OF
DISPOSAL FACILITY. RACK, FITTINGS, FLOAT, LIFTING CHAIN AND
TEMPORARY SILT FENCE
5. IF THE CONTRACTOR ENCOUNTERS GROUNDWATER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUMP BASE PLATE FROM WET WELL.
UTILIZING DEWATERING SYSTEM(S) TO REMOVE WATER FROM THE EXCAVATIONS. PRIOR TO BEGINNING PHASE DEMOLITION AS NEEDED
ANY DEWATERING OPERATIONS, THE CONTRACTOR SHALL PREPARE A DEWATERING PLAN FOR APPROVAL
AND SHALL SECURE AN FDEP NPDES GENERIC PERMIT WHICH COVERS STORMWATER DISCHARGE FROM
LARGE AND SMALL CONSTRUCTION ACTIVITIES AND DEWATERING OF NON-CONTAMINATED
GROUNDWATER.
6. PRIOR TO DEMOLITION OR REMOVAL OF STRUCTURES USED FOR WASTEWATER, ALL WASTEWATER AND REMOVE YARD DRAIN SOLIDS SHALL BE REMOVED FROM STRUCTURE AND PROPERLY DISPOSED OF.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION AND SEDIMENT CONTROL AND FOR STABILIZATION OF AND PIPING
ALL DISTURBED AREAS WITH SOLID SOD MATCHED TO EXISTING LAWN TYPE.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY MAINTENANCE OF TRAFFIC FOR REMOVE PIPING BETWEEN
PROJECT IN ACCORDANCE WITH CITY OF JACKSONVILLE BEACH STANDARDS. VALVE VAULT AND WET WELL
EXISTING
8"X6" WYE
EXISTING 8" 45 degrees
EXISTING
BENDS
8" GATE VALVE
EXISTING 6" GATE VALVE
REMOVE EXISTING HATCH AND LIFT STATION SLAB
EXISTING 6" GATE VALVE
AS NECESSARY FOR INSTALLATION OF NEW HATCH
AND SAFETY GRATING
EXISTING 6"X6" WYE
EXISTING 8" PVC GRAVITY MAIN TO REMAIN
EXISTING 6"X6" WYE TURNED UP AND PLUGGED
REMOVE VALVE VAULT AND ALL
PIPING, VALVES AND FITTINGS
REMOVE EXISTING HOSE BIB
AND METERS
REMOVE BOLLARD
REMOVE 4"X4" COLUMN AND METER
REMOVE RADIO ANTENNA
REMOVE ELECTRICAL CONTROL PANELS,
METERS, AND RACK. SEE ELECTRICAL
DRAWINGS FOR MORE INFORMATION
NL
YAWRIAF )W/R
'06(
DENOTES TEMPORARY
SILT FENCE
REMOVE SPECTRASHIELD AS
EXISTING 8" GRAVITY MAIN NECESSARY FOR NEW COATING
TO REMAIN
EXISTING 30" PVC
GRAVITY MAIN (WET
WEATHER DISCHARGE REMOVE EXISTING 4" VENT
FROM WPCP)
REMOVE ALL CONCRETE SLAB WITHIN FENCING.
PHASE DEMOLITION AS NEEDED. SEE SITE PLAN EXISTING 8" FORCEMAIN FOR PROPOSED DETAILS
EXISTING 6" SANITARY SERVICES
TO REMAIN EXISTING 6" FORCEMAIN
(ABANDONED)
EXISTING 6" MJ PLUG
PROPERTY LINE
REMOVE 27 LF OF 6" FORCEMAIN FROM
LS-16 (INSIDE AND OUTSIDE OF WELL)
REMOVE EXISTING 6" 45 degrees BEND
REMOVE 2" DRAIN PIPE WITH
P-TRAP
EXISTING 6" FORCEMAIN FROM
LS-16 TO REMAIN
WOR
REMOVE CONCRETE DRIVEWAY (8 SY)
REMOVE BOLLARDS AS NECESSARY FOR
AT PROJECT COMPLETION FOR INSTALLATION OF NEW FORCEMAIN
RESTORATION
REMOVE 6" FORCEMAIN FROM LS-16 AS NECESSARY
FOR PROPOSED FORCEMAIN CONNECTION
REMOVE EXISTING WATER VALVES AND WATER
SERVICES AS NECESSARY FOR PROPOSED
WATER SYSTEM CONNECTION

LEGEND DENOTES EQUIPMENT AND STRUCTURE TO BE REMOVED N AND/OR DEMOLISHED 0 3 6 SCALE (In Feet) 6" FLG CHECK VALVE WITH OUTSIDE LEVER AND SPRING 6" FLG PLUG VALVE 36" 8"X6" REDUCER EXISTING 8"X6" WYE EXISTING 8" 45 degrees BEND EXISTING 8" GATE VALVE EXISTING 8" 45 degrees BEND EXISTING 8" FORCEMAIN 60" 54" 32" EXISTING 6" MJ PLUG EXISTING 6" GATE VALVES 62" EXISTING 6" FORCEMAIN EXISTING 6"X6" WYE (ABANDONED) PLAN 36" EXISTING VALVE COVER EXISTING 8" 45 degrees BEND EXISTING 8" FORCEMAIN EXISTING 8" GATE VALVE DEMOLITION NOTES: EXISTING 8"X6" WYE 1. ALL TEMPORARY BYPASS OPERATIONS SHALL BE IN PLACE AND OPERATIONAL PRIOR TO DEMOLITION EXISTING 8" 45 degrees BEND ACTIVITIES. 2. CONTRACTOR SHALL VERIFY ALL UTILITIES BEFORE INITIATING DEMOLITION AND CONSTRUCTION ACTIVITIES. NOTIFY CITY OF JACKSONVILLE BEACH PROJECT REPRESENTATIVE AND ENGINEER OF RECORD IMMEDIATELY IF UTILITY CONFLICT MAY OCCUR. 3. CONTRACTOR IS RESPONSIBLE FOR PHASING DEMOLITION AS NECESSARY. 4. CONTRACTOR SHALL COORDINATE WITH CITY OF JACKSONVILLE BEACH PROJECT REPRESENTATIVE REGARDING EQUIPMENT TO BE RETAINED BY THE CIT INCLUDING (BUT NOT LIMITED TO): -PUMP CONTROL UNIT -RTU -SURGE PROTECTION UNIT -BREAKERS -316 SS DISCHARGE PIPING WHICH SHALL BE DELIVERED TO JACKSONVILLE BEACH PCP, 910 10TH STREET SOUTH. UNLESS SO IDENTIFIED, ALL EQUIPMENT AND MATERIALS TO BE DEMOLISHED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF AT AN APPROVED DISPOSAL FACILITY. 5. IF THE CONTRACTOR ENCOUNTERS GROUNDWATER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR UTILIZING DEWATERING SYSTEM(S) TO REMOVE WATER FROM THE EXCAVATIONS. PRIOR TO BEGINNING ANY DEWATERING OPERATIONS, THE CONTRACTOR SHALL PREPARE A DEWATERING PLAN FOR APPROVAL AND SHALL SECURE AN FDEP NPDES GENERIC PERMIT WHICH COVERS STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES AND DEWATERING OF NON-CONTAMINATED GROUNDWATER. 6. PRIOR TO DEMOLITION OR REMOVAL OF STRUCTURES USED FOR WASTEWATER, ALL WASTEWATER AND SECTION SOLIDS SHALL BE REMOVED FROM STRUCTURE AND PROPERLY DISPOSED OF. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION AND SEDIMENT CONTROL AND FOR STABILIZATION OF ALL DISTURBED AREAS WITH SOLID SOD MATCHED TO EXISTING LAWN TYPE. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY MAINTENANCE OF TRAFFIC FOR PROJECT IN ACCORDANCE WITH CITY OF JACKSONVILLE BEACH STANDARDS. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY XXXX X. XXXX, PE 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.
NOITPIRCSED
DKHCNWRD YB YB
ETAD
VER ON 1 2 3 4 5 6 7
LLEW ERUTCURTS TEW SEDARGPU - HCAEB ADIROLF NALP 31 NOITATS DNA TLUAV ELLIVNOSKCAJ ,HCAEB NOITATILIBAHER NOITILOMED ELLIVNOSKCAJ TFIL EVLAV FO YTIC DNA 31-SL
NWARD HRB 7001-52 6202 %001 YAM NGI C # EU ET EU
SED CL BOJ SSI AD 05223 MSSOIC.GNEW4.WWW ADIROLF ,HCAEB 10113 ELLIVNOSKCAJ #.A.O.C .N 0042-414-409 EVA ht6 423
DRAWING NUMBER C-3

LAST EDITED BY: STEVEDUCHARME CAD FILE: R:\25-1007 COJB LS13\X\CDS\_4W DEMO.DWG
NOITPIRCSED
DKHC
ETAD
VER
31 NOITATS
TFIL
YB
ON 1 2 3 4 5 6
HCAEB
ELLIVNOSKCAJ
FO
YTIC
ADIROLF
,HCAEB
ELLIVNOSKCAJ
DRAWING NUMBER
NWARD
NGISED
HRB
CCL
7001-52
# BOJ EUSSI ETAD
05223
ADIROLF
,HCAEB
ELLIVNOSKCAJ
.N
EVA
ht6
423
EUMSSOIC.GNEW4.WWW
10113
#.A.O.C
0042-414-409
7
THIS ITEM HAS BEEN DIGITALLY
SIGNED AND SEALED BY XXXX X.
XXXX, PE 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.
NWRD YB
6202 YAM %001
PLOT DATE AND TIME: 5/4/2026 1:43:26 PM
SEDARGPU
DNA
NOITATILIBAHER
sedargpU
etiS
dnA
noitatilibaheR
31-SL
60-6252
.oN
DIB
YTIC C-3
LLEW
TEW
-
NALP
NOITILOMED
31-SL
ERUTCURTS
TLUAV
EVLAV
DNA
N
0 3 6
SCALE (In Feet)
6" FLG CHECK VALVE WITH
OUTSIDE LEVER AND SPRING
6" FLG PLUG VALVE
PLAN
36"
SECTION
60"
62"
54"
36"
32"
LEGEND
DENOTES EQUIPMENT AND
STRUCTURE TO BE REMOVED
AND/OR DEMOLISHED
8"X6" REDUCER
EXISTING 8"X6" WYE
EXISTING 8" 45 degrees BEND
EXISTING 8" GATE VALVE EXISTING 8" 45 degrees BEND
EXISTING 8" FORCEMAIN
EXISTING 6" MJ PLUG
EXISTING 6" GATE VALVES
EXISTING 6" FORCEMAIN
EXISTING 6"X6" WYE (ABANDONED)
EXISTING VALVE COVER
EXISTING 8" 45 degrees BEND EXISTING 8" FORCEMAIN
EXISTING
8" GATE VALVE
DEMOLITION NOTES: EXISTING 8"X6" WYE 1. ALL TEMPORARY BYPASS OPERATIONS SHALL BE IN PLACE AND OPERATIONAL PRIOR TO DEMOLITION
EXISTING 8" 45 degrees BEND ACTIVITIES.
2. CONTRACTOR SHALL VERIFY ALL UTILITIES BEFORE INITIATING DEMOLITION AND CONSTRUCTION ACTIVITIES. NOTIFY CITY OF JACKSONVILLE BEACH PROJECT REPRESENTATIVE AND ENGINEER OF RECORD
IMMEDIATELY IF UTILITY CONFLICT MAY OCCUR.
3. CONTRACTOR IS RESPONSIBLE FOR PHASING DEMOLITION AS NECESSARY.
4. CONTRACTOR SHALL COORDINATE WITH CITY OF JACKSONVILLE BEACH PROJECT REPRESENTATIVE
REGARDING EQUIPMENT TO BE RETAINED BY THE CIT INCLUDING (BUT NOT LIMITED TO):
-PUMP CONTROL UNIT
-RTU
-SURGE PROTECTION UNIT
-BREAKERS
-316 SS DISCHARGE PIPING
WHICH SHALL BE DELIVERED TO JACKSONVILLE BEACH PCP, 910 10TH STREET SOUTH. UNLESS SO
IDENTIFIED, ALL EQUIPMENT AND MATERIALS TO BE DEMOLISHED SHALL BECOME THE PROPERTY OF THE
CONTRACTOR AND SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF AT AN APPROVED
DISPOSAL FACILITY.
5. IF THE CONTRACTOR ENCOUNTERS GROUNDWATER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
UTILIZING DEWATERING SYSTEM(S) TO REMOVE WATER FROM THE EXCAVATIONS. PRIOR TO BEGINNING
ANY DEWATERING OPERATIONS, THE CONTRACTOR SHALL PREPARE A DEWATERING PLAN FOR APPROVAL AND SHALL SECURE AN FDEP NPDES GENERIC PERMIT WHICH COVERS STORMWATER DISCHARGE FROM
LARGE AND SMALL CONSTRUCTION ACTIVITIES AND DEWATERING OF NON-CONTAMINATED
GROUNDWATER.
6. PRIOR TO DEMOLITION OR REMOVAL OF STRUCTURES USED FOR WASTEWATER, ALL WASTEWATER AND
SOLIDS SHALL BE REMOVED FROM STRUCTURE AND PROPERLY DISPOSED OF.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION AND SEDIMENT CONTROL AND FOR STABILIZATION OF
ALL DISTURBED AREAS WITH SOLID SOD MATCHED TO EXISTING LAWN TYPE.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY MAINTENANCE OF TRAFFIC FOR
PROJECT IN ACCORDANCE WITH CITY OF JACKSONVILLE BEACH STANDARDS.

OTES: CONTRACTOR SHALL VERIFY ALL UTILITIES BEFORE INITIATING DEMOLITION AND CONSTRUCTION ACTIVITIES. NOTIFY CITY OF JACKSONVILLE BEACH PROJECT REPRESENTATIVE AND ENGINEER OF RECORD IMMEDIATELY IF UTILITY CONFLICT MAY OCCUR. IF CONTRACTOR ENCOUNTERS GROUNDWATER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR UTILIZING DEWATERING SYSTEM(S) TO REMOVE WATER FROM THE EXCAVATIONS. PRIOR TO BEGINNING ANY DEWATERING OPERATIONS, THE CONTRACTOR SHALL PREPARE A DEWATERING PLAN FOR APPROVAL AND SHALL SECURE AND FDEP NPDES GENERIC PERMIT WHICH COVERS STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES AND DEWATERING OF NON-CONTAMINATED GROUNDWATER. WOR CONTRACTOR SHALL BE RESPONSIBLE FOR STABILIZATION OF ALL DISTURBED AREAS WITHIN THE PROJECT LIMITS WITH SEED MATCHED TO EXISTING LAWN TYPE. CONTRACTOR RESPONSIBLE FOR WATERING SEED WITHIN 24 HOURS OF PLACING SEED AS NECESSARY FOR PERMANENT EXISTING 8' W VEGETATION. AREAS ALONG EXISTING DITCH BANK DISTURBED BY CONSTRUCTION OTHER THAN SEE DRAWING THOSE AREAS NOTED FOR TURF MATS, SHALL BE RESTORED WITH SOLID SOD AT NO ADDITIONAL IMPROVEMENT COST TO CITY. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY MAINTENANCE OF TRAFFIC FOR INSTALL CITY RIGHT-OF-WAYS (VEHICULAR AND PEDESTRIAN) IN ACCORDANCE WITH THE CITY OF SPECTR JACKSONVILLE BEACH. ALL FUEL LINES SHALL BE WELDED 316SS. NO THREAD PIPING EXCEPT FOR UNIONS AT EACH END. ALL UNISTRUTS AND CLAMPS SHALL BE 316SS. UPON COMPLETION OF CONSTRUCTION CONTRACTOR SHALL LEAVE GENERATOR FUEL TANK FULL CONTRACTOR SHAL GRADE SITE AROUND PROPOSED FOUNDATION AS NECESSARY TO ENSURE PROPER DRAINAGE. CONTRACTOR SHALL BE RESPONSIBLE FOR STABILIZATION OF ALL DISTURBED AREAS WITH SOD. INSTALL NEW HATCH AND CONTRACTOR RESPONSIBLE FOR REPAIR OF ALL PIPING DISTURBED DURING CONSTRUCTION IN FALL PROTECTION ACCORDANCE WITH CITY OF JACKSONVILLE BEACH STANDARDS. (SEE DETAILS ON DRAWING INSTALL 6 SY OF GRAVEL PROPOSED 4" BYPASSING ASSEMBLY. SEE INSET A ON THIS DRAWING EXISTING 8" GRAVITY MAIN INSTALL 4 LF OF 6" PVC (DR-18) FORCEMAIN INSTALL 117 LF NEW 7' TALL CHAIN LINK FENCE (NORMAL X X HEIGHT WITH BARBED WIRE) X AND 16' DOUBLE SWING GATES X AS SHOWN. SEE DRAWING D-2 X FOR MORE DETAIL PROPOSED 6" 45 degrees DI MJ BEND X INSTALL 4 LF OF 6" PVC (DR-18) FORCEMAIN EXISTING SANITARY MANHOLE TOP = 12.30' PROPOSED 6" 45 degrees DI MJ BEND INV N = 2.63' X INV S = 2.43' INV E = 2.44' NL INV SE 1 = 8.64' )W/R INV SE 2 = 7.79' YAWRIAF X EXISTING 6" SANITARY SERVICES TO REMAIN '06( 1 X 6 EXISTING 8" GRAVITY MAIN ' INSTALL 13 LF OF 6" PVC (DR-18) FORCEMAIN X X EXISTING WATER SERVICE (APPROXIMATE LOCATION) BE INSTALL NEW 3/4" WATER METER AND BOX X X X X B E BE BE BE BE FOR LS-13 SITE. 1 1 .4 .5 7 3 INSTALL NEW SITE LITE. SEE ' ' ELECTRICAL DRAWING FOR ADDITIONAL INFORMATION PROPOSED 6" 45 degrees DI MJ BENDS NEW ELECTRICAL RACK WITH SERVICE METER E AND SERVICE ENTRANCE MAIN FUSED DISCONNECT SWITCH. B SEE ELECTRICAL DRAWINGS FOR MORE DETAILS NEW ELECTRICAL SERVICE FROM EXISTING SERVICE POLE (3"C, 3#2, 1#2N): DISCONNECT AND REMOVE EXISTING SERVICE ENTRANCE CONDUCTORS WOR FROM THE SERVICE TRANSFORMERS TO THE EXISTING SERVICE METER. INTERCEPT AND REROUTE THE EXISTING SERVICE ENTRANCE CONDUIT TO THE NEW SERVICE METER. INSTALL NEW SERVICE ENTRANCE E B CONDUCTORS. NEW CITY OF JACKSONVILLE BEACH STANDARD LIFT SEE ELECTRICAL DRAWINGS FOR MORE DETAILS STATION CONTROL PANEL WITH DFS-TCU. PROVIDE NEW 2"C FROM THE CONTROL PANEL TO THE ANTENNA TOWER. CONNECT TO EXISTING 6" SEE ELECTRICAL DRAWINGS FOR MORE DETAILS FORCEMAIN WITH 6" DI MJ SLEEVE EXISTING SCADA SYSTEM ANTENNA TOWER. REMOVE EXISTING 8" PVC EXISTING TCU PANEL AND ANTENNA. PROVIDE NEW ANTEN GRAVITY MAIN AND ANTENNA CABLE TO THE CONTROL PANEL TCU. SEE ELECTRICAL DRAWINGS FOR MORE DETAILS EXISTING BEACHES ENERGY SERVICES POLE MOUNTED TRANSFORMER BANK 240/120V, 3PH DELTA SERVICE. FILL SITE AS NECESSARY TO ACHIEVE EXISTI SEE ELECTRICAL DRAWINGS FOR MORE DETAILS WITH CLEAN COMPACTED STRUCTURAL FILL DENSITY (ASTM 1557) DRAWING LEGEND PROPOSED CONCRETE LIMITS N PROPOSED CHAIN LINK ENCE INSTALL NEW 9'-6" DIAMETER WETWELL PRECAST TOP SLAB. TOP ELEVATION TO MATCH EXISTING ELEVATION. DOWEL INTO WETWELL WALL WITH #4 REBAR AT 12" OC PROPOSED SILT FENCE EXTENDED WATER SERVICE 0 4' 8' ET WELL TO REMAIN. PROPOSED 6" DISCHARGE PIPING SCALE (In Feet) C-6 FOR EXTENSION FROM LS-16 TO S IN WETWELL. CONNECT EXISTING 8" FORCEMAIN PROPOSED GRAVEL DOWNSTREAM OF LS-13 NEW ASHIELD LINER INSTALL 36 LF OF 6" PVC (DR-18) FORCEMAIN PROPOSED CONCRETE SLAB LIMIT CONSTRUCT 6" THICK CONCRETE SLAB AS INDICATED. 6" CONCRETE SLAB REINFORCEMENT WITH 6X6-W2.9XW2.9WWR. C-6) CONTRACTOR TO PROVIDE POSITIVE DRAINAGE AWAY FROM LIFT STATION EQUIPMENT EXISTING 30" PVC GRAVITY MAIN (WET WEATHER DISCHARGE FROM WPCP) PROPOSED 6" 45 degrees DI MJ BEND INSTALL 1 LF OF 6" PVC (ROTATED) (DR-18) FORCEMAIN INSTALL NEW ABOVE GROUND DISCHARGE PIPING AND VALVES. PROPOSED 6" 90 degrees DI MJ BEND SEE DRAWING C-6 X INSTALL 6 LF OF 6" PVC X (DR-18) FORCEMAIN X X X X INSTALL 8"X6" TAPPING SLEEVE AND VALVE X '2 WITH BOX AND COVER EXISTING 8"X6" WYE EXISTING 8" 45 degrees BENDS EXISTING 8" FORCEMAIN X X Elec Site EXISTING 6" FORCEMAIN EXISTING 8" GATE VALVE (ABANDONED) EXISTING 6" MJ PLUG X EXISTING 6" GATE VALVE INSTALL NEW BOLLARDS. SEE X DRAWING D-2 FOR MORE DETAIL EXISTING 6" WYE EXISTING 6" GATE VALVE X EXISTING 6"x6" WYE TURNED UP AND PLUG X X X X X X X INSTALL 3/4" WATER METER, METERBOX FOR GOLF COURSE IRRIGATION. CONTRACTOR TO LOCATE 1 .6 EXISTING GOLF COURSE WATER SERVICE AND CONNECT 3 PROPERTY LINE ' EXTEND 2" WATER SERVICE AND VALVE AS INDICATED WITH 2" PVC (SDR-26) OR POLYTUBE (SDR-9) FOR GOLF COURSE IRRIGATION INSTALL NEW 1.5" RPZ BACKFLOW PREVENTOR, AND ROCK TYPE HOT BOX OVER RPZ FOR LS-13. SEE DETAIL 4" DI FLG PLUG VALVE WITH LEVER EXTEND 2" WATER SERVICE AND 4" SS 4" 316 SS (SCH40) 90 degrees BEND VALVE AS INDICATED WITH 2" PVC CAMLOCK (SDR-21) OR POLYTUBE (SDR-9) FITTING ~5 LF OF 4" 316 SS (SCH40) FLG BY PLAIN FOR LS-13 SITE END RISER WITH (2) 316 SS THREADED TIE RODS TO MATCH FLANGE BOLTS AND SS TIE LUGS AND TIE BOLTS INSTALL 136 LF OF TEMPORARY SILT FENCE '5.2 NIM INSTALL NEW 3/4" HOSE BIBB STATION. SEE DETAIL NA "63 NIM SCH 80 PVC CONDUIT FROM WET WELL TO DEMARCATION BOX (TYP). SEE ELECTRICAL DRAWINGS FOR MORE DETAILS 6"X4" DI MJt TEE NG GRADES. FILL TO 98% MAX NEW WET WELL DEMARCATION BOX. SEE ELECTRICAL DRAWINGS FOR MORE DETAILS INSET A BYPASS ASSEMBLY THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY XXXX X. XXXX, PE 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. NOITPIRCSED DKHC YB
NWRD YB ETAD
VER ON 1 2 3 4 5 6 7
NALP SEDARGPU ETIS HCAEB ADIROLF 31 DESOPORP ELLIVNOSKCAJ ,HCAEB NOITATS DNA NOITATILIBAHER ELLIVNOSKCAJ TFIL FO YTIC 31-SL N
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LIVNOSKCAJ 13 #.A.O.C .N 0042-414-409 EVA ht6 423
DRAWING NUMBER C-4

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LAST EDITED BY: STEVEDUCHARME CAD FILE: R:\25-1007 COJB LS13\X\CDS\_4W PROPOSED.DWG
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THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY XXXX X.
XXXX, PE 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.
NWRD
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6202 YAM %001
PLOT DATE AND TIME: 5/4/2026 1:43:30 PM
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NOTES:
1. CONTRACTOR SHALL VERIFY ALL UTILITIES BEFORE INITIATING DEMOLITION AND CONSTRUCTION
ACTIVITIES. NOTIFY CITY OF JACKSONVILLE BEACH PROJECT REPRESENTATIVE AND ENGINEER OF
RECORD IMMEDIATELY IF UTILITY CONFLICT MAY OCCUR.
2. IF CONTRACTOR ENCOUNTERS GROUNDWATER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
UTILIZING DEWATERING SYSTEM(S) TO REMOVE WATER FROM THE EXCAVATIONS. PRIOR TO
BEGINNING ANY DEWATERING OPERATIONS, THE CONTRACTOR SHALL PREPARE A DEWATERING
PLAN FOR APPROVAL AND SHALL SECURE AND FDEP NPDES GENERIC PERMIT WHICH COVERS
STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES AND DEWATERING OF NON-CONTAMINATED GROUNDWATER.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR STABILIZATION OF ALL DISTURBED AREAS WITHIN THE
PROJECT LIMITS WITH SEED MATCHED TO EXISTING LAWN TYPE. CONTRACTOR RESPONSIBLE FOR WATERING SEED WITHIN 24 HOURS OF PLACING SEED AS NECESSARY FOR PERMANENT
VEGETATION. AREAS ALONG EXISTING DITCH BANK DISTURBED BY CONSTRUCTION OTHER THAN THOSE AREAS NOTED FOR TURF MATS, SHALL BE RESTORED WITH SOLID SOD AT NO ADDITIONAL COST TO CITY.
4. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY MAINTENANCE OF TRAFFIC FOR
CITY RIGHT-OF-WAYS (VEHICULAR AND PEDESTRIAN) IN ACCORDANCE WITH THE CITY OF
JACKSONVILLE BEACH.
5. ALL FUEL LINES SHALL BE WELDED 316SS. NO THREAD PIPING EXCEPT FOR UNIONS AT EACH END.
ALL UNISTRUTS AND CLAMPS SHALL BE 316SS.
6. UPON COMPLETION OF CONSTRUCTION CONTRACTOR SHALL LEAVE GENERATOR FUEL TANK FULL
7. CONTRACTOR SHAL GRADE SITE AROUND PROPOSED FOUNDATION AS NECESSARY TO ENSURE
PROPER DRAINAGE.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR STABILIZATION OF ALL DISTURBED AREAS WITH SOD. 9. CONTRACTOR RESPONSIBLE FOR REPAIR OF ALL PIPING DISTURBED DURING CONSTRUCTION IN ACCORDANCE WITH CITY OF JACKSONVILLE BEACH STANDARDS.
EXISTING 8" FORCEMAIN
EXISTING 6" FORCEMAIN
(ABANDONED)
EXISTING 6" GATE VALVE
EXISTING 6" GATE VALVE
C-4
WOR
WOR
INSTALL NEW 9'-6" DIAMETER WETWELL PRECAST TOP
SLAB. TOP ELEVATION TO MATCH EXISTING ELEVATION. DOWEL INTO WETWELL WALL WITH #4 REBAR AT 12" OC
EXISTING 8' WET WELL TO REMAIN. PROPOSED 6" DISCHARGE PIPING
SEE DRAWING C-6 FOR EXTENSION FROM LS-16 TO IMPROVEMENTS IN WETWELL. CONNECT EXISTING 8" FORCEMAIN DOWNSTREAM OF LS-13
INSTALL NEW
SPECTRASHIELD LINER
INSTALL 36 LF OF 6" PVC (DR-18) FORCEMAIN
PROPOSED CONCRETE SLAB LIMIT
INSTALL NEW HATCH AND CONSTRUCT 6" THICK CONCRETE SLAB AS INDICATED. 6" FALL PROTECTION CONCRETE SLAB REINFORCEMENT WITH 6X6-W2.9XW2.9WWR. (SEE DETAILS ON DRAWING C-6) CONTRACTOR TO PROVIDE POSITIVE DRAINAGE AWAY FROM
LIFT STATION EQUIPMENT
INSTALL 6 SY OF GRAVEL
PROPOSED 4" BYPASSING
ASSEMBLY. SEE INSET A EXISTING 30" PVC GRAVITY MAIN
ON THIS DRAWING (WET WEATHER DISCHARGE FROM WPCP)
EXISTING 8" GRAVITY MAIN
INSTALL 4 LF OF 6" PROPOSED 6" 45 degrees DI MJ BEND INSTALL 1 LF OF 6" PVC
PVC (DR-18) (ROTATED) (DR-18) FORCEMAIN
FORCEMAIN
INSTALL 117 LF NEW 7' TALL
CHAIN LINK FENCE (NORMAL INSTALL NEW ABOVE GROUND HEIGHT WITH BARBED WIRE) DISCHARGE PIPING AND VALVES. PROPOSED 6" 90 degrees DI MJ BEND
AND 16' DOUBLE SWING GATES SEE DRAWING C-6
AS SHOWN. SEE DRAWING D-2
FOR MORE DETAIL PROPOSED 6" 45 degrees DI MJ BEND
INSTALL 6 LF OF 6" PVC
INSTALL 4 LF OF 6" PVC (DR-18) FORCEMAIN
(DR-18) FORCEMAIN
EXISTING SANITARY MANHOLE
TOP = 12.30' PROPOSED 6" 45 degrees DI MJ BEND
INV N = 2.63' INSTALL 8"X6" TAPPING SLEEVE AND VALVE INV S = 2.43' WITH BOX AND COVER
INV E = 2.44'
INV SE 1 = 8.64' EXISTING 8"X6" WYE EXISTING 8" 45 degrees BENDS
INV SE 2 = 7.79'
EXISTING 6" SANITARY SERVICES
TO REMAIN
EXISTING 8" GRAVITY MAIN EXISTING 8" GATE VALVE
EXISTING 6" MJ PLUG
INSTALL 13 LF OF 6" PVC (DR-18) FORCEMAIN
INSTALL NEW BOLLARDS. SEE
DRAWING D-2 FOR MORE DETAIL
EXISTING 6" WYE
EXISTING WATER SERVICE EXISTING 6"x6" WYE TURNED UP
(APPROXIMATE LOCATION) AND PLUG
INSTALL NEW 3/4" WATER METER AND BOX FOR LS-13 SITE.
INSTALL NEW SITE LITE. SEE PROPERTY LINE
ELECTRICAL DRAWING FOR
ADDITIONAL INFORMATION
PROPOSED 6" 45 degrees DI MJ BENDS
NEW ELECTRICAL RACK WITH SERVICE METER
AND SERVICE ENTRANCE MAIN FUSED DISCONNECT SWITCH. SEE ELECTRICAL DRAWINGS FOR MORE DETAILS
4" DI FLG PLUG VALVE WITH LEVER
NEW ELECTRICAL SERVICE FROM EXISTING SERVICE POLE (3"C, 3#2, 1#2N): EXTEND 2" WATER SERVICE AND 4" SS 4" 316 SS (SCH40) 90 degrees BEND
VALVE AS INDICATED WITH 2" PVC CAMLOCK
DISCONNECT AND REMOVE EXISTING SERVICE ENTRANCE CONDUCTORS (SDR-21) OR POLYTUBE (SDR-9) FITTING ~5 LF OF 4" 316 SS (SCH40) FLG BY PLAIN FROM THE SERVICE TRANSFORMERS TO THE EXISTING SERVICE METER. FOR LS-13 SITE END RISER WITH (2) 316 SS THREADED
INTERCEPT AND REROUTE THE EXISTING SERVICE ENTRANCE CONDUIT TIE RODS TO MATCH FLANGE BOLTS AND
C S TO E O E N T D E H U L E E C N C T E T O W R R I S C S . A E L R V D I R C A E W M IN ET G E S R F . O IN R S M TA O L R L E N D E E W T A S I E L R S VICE ENTRANCE N ST E A W T I C O IT N Y C O O F N J T A R C O K L S P O A N N V E IL L L W E I B TH EA D C F H S - S T T C A U N . D P A R R O D V I L D IF E T NEW INSTALL 136 LF OF TEMPORARY SILT FENCE SS TIE LUGS AND TIE BOLTS 2"C FROM THE CONTROL PANEL TO THE ANTENNA TOWER.
CONNECT TO EXISTING 6" SEE ELECTRICAL DRAWINGS FOR MORE DETAILS
FORCEMAIN WITH 6" DI MJ INSTALL NEW 3/4" HOSE BIBB SLEEVE STATION. SEE DETAIL
EXISTING SCADA SYSTEM ANTENNA TOWER. REMOVE
EXISTING 8" PVC EXISTING TCU PANEL AND ANTENNA. PROVIDE NEW ANTENNA GRAVITY MAIN AND ANTENNA CABLE TO THE CONTROL PANEL TCU. SCH 80 PVC CONDUIT FROM WET WELL TO
SEE ELECTRICAL DRAWINGS FOR MORE DETAILS DEMARCATION BOX (TYP).
EXISTING BEACHES ENERGY SERVICES POLE SEE ELECTRICAL DRAWINGS FOR MORE DETAILS
MOUNTED TRANSFORMER BANK 240/120V, 3PH
DELTA SERVICE. FILL SITE AS NECESSARY TO ACHIEVE EXISTING GRADES. FILL 6"X4" DI MJt TEE
SEE ELECTRICAL DRAWINGS FOR MORE DETAILS WITH CLEAN COMPACTED STRUCTURAL FILL TO 98% MAX NEW WET WELL DEMARCATION BOX.
DENSITY (ASTM 1557) SEE ELECTRICAL DRAWINGS FOR MORE DETAILS
INSET A
BYPASS ASSEMBLY
'5.2
"63
NIM
NIM
DRAWING LEGEND
PROPOSED CONCRETE LIMITS
PROPOSED CHAIN LINK ENCE
PROPOSED SILT FENCE
EXTENDED WATER SERVICE
PROPOSED GRAVEL
INSTALL 3/4" WATER METER, METERBOX FOR GOLF COURSE IRRIGATION. CONTRACTOR TO LOCATE
EXISTING GOLF COURSE WATER SERVICE AND CONNECT
EXTEND 2" WATER SERVICE AND VALVE AS INDICATED WITH 2" PVC
(SDR-26) OR POLYTUBE (SDR-9) FOR GOLF COURSE IRRIGATION
INSTALL NEW 1.5" RPZ BACKFLOW
PREVENTOR, AND ROCK TYPE
HOT BOX OVER RPZ FOR LS-13. SEE DETAIL

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