FRANCIS_SC_FM.pdf
PDF 8 MB Posted
- Attached to
- Francis Sports Complex Sewer Project
- Solicitation number
- Bid 26-07
- Issued by
- Polk County, Florida
About this file
This is a construction design document prepared by Putnam County, Florida's Department of Public Works for the Francis Ball Park Force Main project located in Palatka, Florida. The project encompasses the construction of sanitary wastewater infrastructure including a duplex grinder pump station with FDEP-compliant control panel, approximately 1,600 linear feet of 2-inch diameter HDPE DR 11 sanitary force main piping with minimum 36-inch cover, approximately 77 linear feet of 2-inch diameter directional drill force main installation, and approximately 1,713 linear feet of 4-inch diameter HDPE DR 11 force main extension with minimum 36-inch cover along St. Johns Avenue. The design was prepared by Scott A. Knowles, P.E. #55391, and includes overall site plans, force main routing plans spanning multiple sheets showing utility coordination with existing water mains, drainage structures, telecommunications infrastructure, and power utilities. A mandatory pre-bid meeting was held on March 12, 2026, at 2:00 p.m., with sealed bids due by 2:00 p.m. EST on April 1, 2026, followed by public bid opening. The intent to award is scheduled for April 6, 2026, with a protest period from April 6-9, 2026, and a tentative contract period from April 14, 2026, through July 14, 2026, comprising 60 calendar days to substantial completion and 90 calendar days to final completion.
The project requires all work to comply with Florida Department of Environmental Protection (FDEP) permit requirements, FDOT standards, and OSHA safety regulations. Qualified contractors must have successfully completed at least two similar projects as a prime contractor or subcontractor, maintained business operations for at least three years under the same company name, and possess proper licensing and certification. The prime contractor must perform a minimum of 40 percent of the work, and all contractors must maintain workers' compensation insurance at statutory limits, automobile liability of $1,000,000 combined single limit, and comprehensive general liability of $1,000,000 per occurrence. Bidders must submit one original hard copy, one duplicate copy, and one USB drive containing all documentation in PDF format, with a 5 percent bid bond and 100 percent payment and performance bonds from an approved corporate surety required. The contractor is responsible for utility coordination, including notification to "Sunshine State One Call of Florida" at least 48 hours prior to excavation, protection and restoration of existing utilities and pavement, maintenance of traffic in accordance with FDOT standards, and all testing and miscellaneous work to complete the project. Payment will be made monthly upon completion and acceptance of work, subject to 10 percent retainage, with liquidated damages assessed for failure to meet completion deadlines. No specific bid amounts or budget ranges are disclosed in the available documentation.
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PUTNAM COUNTY
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PUTNAM COUNTY FLORIDA
DEPARTMENT OF PUBLIC WORKS
FRANCIS BALL PARK
FORCE MAIN
PUTNAM COUNTY , FLORIDA
COVER
PUTNAM COUNTY FLORIDA
PUBLIC WORKS DEPARTMENT
FRACIS BALL PARK FORCE MAIN
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PALATKA
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DATE
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DESIGNED
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DRAWN
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SCOTT A. KNOWLES
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223 PUTNAM COUNTY BLVD EAST PALATKA, FL 32131
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DATE
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TOWN OF FRANCIS
MAP BOOK 1, PAGE 4
TOWN OF FRANCIS
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TOWN OF FRANCIS
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TOWN OF FRANCIS
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TOWN OF FRANCIS
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ASPHALT PARKING
W
2X4" TEE (TYP)
3' DIAMETER
REMOVE EXIST 4" PLUG
AND CONNECT 4" FM AT VALVE
1600 LF 2"
HDPE DR 11 FM
MIN 36" COVER
1600 LF 2"
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HDPE DR 11 FM
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1713 LF 4"
HDPE DR 11 FM
MIN 36" COVER
1713 LF 4"
HDPE DR 11 FM
MIN 36" COVER
1713 LF 4"
HDPE DR 11 FM
MIN 36" COVER
12'
37'
10'
DIRECTIONAL DRILL 77
LF 2" HDPE DR 11 FM
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PUTNAM COUNTY FLORIDA
DEPARTMENT OF PUBLIC WORKS
FRANCIS BALL PARK
FORCE MAIN
PUTNAM COUNTY , FLORIDA
OVERALL PLAN
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57 L.F. OF 18" RCP WITH MITER BOXES
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INV=56.81
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INV=56.71
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WOOD POWER POLE
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GUY WIRE
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GAS PIPELINE DELINEATOR
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FIBER OPTIC DELINEATOR
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81 L.F. OF 15" CMP WITH MITERED ENDS
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INV=63.86
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6" WEIR TOP=65.92 INV=65.45
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FND NAIL AND DISK FIBER OPTIC
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GAS PIPELINE DELINEATOR
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BELLSOUTH RISER
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TELEPHONE RISER
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CONC INLET BOX INV=63.84
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42 L.F. OF 18" CMP WITH MITERED ENDS
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INV=64.25
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INV= 64.12
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INV= 64.40
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INV= 64.44
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40 L.F. OF 18" CMP WITH MITERED ENDS
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59 L.F. OF 18" CMP WITH MITERED ENDS
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INV=64.52
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INV= 64.40
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FIRE HYDRANT
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WATER VALVE
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WOOD POWER POLE
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GUY WIRE
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GUY WIRE
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WOOD POWER POLE
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CHAINLINK FENCE
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CONC LIGHT POLE
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CHAINLINK GATE
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IRRIGATION VALVE
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CHAINLINK FENCE
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CONC LIGHT POLE
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DUGOUT
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DUGOUT
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CONC SIDEWALK
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COVERED CONC SIDEWALK
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CONCESSION/ RESTROOMS
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CONC SIDEWALK
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CONC SIDEWALK
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WOOD FENCE
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ELEC BOX
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SEPTIC
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CLEAN OUT
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70 L.F. OF 18" RCP WITH MITER BOXES
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INV=56.86
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INV=56.84
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SEWER PLUG
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2" SEWER VALVE
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CHAINLINK FENCE
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CHAINLINK GATE
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WOOD POWER POLE
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WATER VALVE
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LOT 10
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LOT 21
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TRACT F
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LOT 19
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POND G
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LOT 20
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400.0' (PLAT)
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AutoCAD SHX Text N 1930798.918
AutoCAD SHX Text E 431133.668
AutoCAD SHX Text N 1930742.024
AutoCAD SHX Text E 431134.408
AutoCAD SHX Text N 1931363.573
AutoCAD SHX Text E 431582.345
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AT&T CONC VAULT
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FIBER OPTIC DELINEATOR
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FIBER OPTIC CONC VAULT
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GUY WIRE
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FIRE HYDRANT
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WATER METER
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CHAINLINK FENCE
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ST. JOHNS AVENUE
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AutoCAD SHX Text N 00°44'42" W
AutoCAD SHX Text 378.64'
AutoCAD SHX Text S 89°41'40" W
AutoCAD SHX Text 369.43'
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AutoCAD SHX Text N 00°32'44" W
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PAVED R/W WIDTH VARIES
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METAL FENCE
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CHAINLINK GATE
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REVISIONS
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DESIGNED
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DRAWN
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SCOTT A. KNOWLES
AutoCAD SHX Text 55391
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223 PUTNAM COUNTY BLVD EAST PALATKA, FL 32131
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DATE
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REVISIONS
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( IN FEET )
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GRAPHIC SCALE
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2) THIS IS NOT A BOUNDARY SURVEY.
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1) BEARINGS, DISTANCES AND COORDINATES SHOWN
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HEREON ARE REFERENCED TO THE FLORIDA STATE
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PLANE COORDINATE SYSTEM, EAST ZONE (901),
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NAD 83/2011 AND EXPRESSED IN U.S. FEET.
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NORTH
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SURVEY NOTES:
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= SPOT ELEVATION
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INV.= INVERT
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MAP LEGEND:
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CMP= CORRUGATED METAL PIPE
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FIR=FOUND IRON ROD
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CONC=CONCRETE
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MON=MONUMENT
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PLS=PROFESSIONAL LAND SURVEYOR
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PSM=PROFESSIONAL SURVEY MAPPER
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LB=LICENSED BUSINESS
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L.F.= LENGTH IN FEET
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PRC= POINT OF REVERSE CURVATURE
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PCC= POINT OF COMPOUND CURVATURE
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ELEV.= ELEVATION
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FND= FOUND
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(NO ID)= NO IDENTIFICATION
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PT= POINT OF TANGENCY
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STA: = STATION
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LT=LEFT
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RT=RIGHT
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(PCPW)= PUTNAM COUNTY PUBLIC WORKS
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ORB=OFFICIAL RECORDS BOOK
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CL INT = CENTERLINE INTERSECTION
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PC= POINT OF CURVATURE
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CD=CHORD DISTANCE
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CB=CHORD BEARING
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PI= POINT OF INTERSECTION
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NAD83/2011= NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT
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R/W = RIGHT OF WAY
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CL = CENTERLINE
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5) ELEVATIONS BASED ON NATIONAL AMERICA VERTICAL DATUM 1988 (NAVD 88).
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= MAILBOX
= LOCATES
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PUTNAM COUNTY FLORIDA
DEPARTMENT OF PUBLIC WORKS
FRANCIS BALL PARK
FORCE MAIN
PUTNAM COUNTY , FLORIDA
FORCE MAIN PLAN
GENERAL NOTES
REFERENCED DATA
GENERAL
CONSTRUCTION LAYOUT/LIMITS OF CONSTRUCTION
EXISTING CONDITIONS
UTILITY COORDINATION
SAFETY
RESTORATION
ACCESS/MAINTENANCE OF FACILITIES
PIPING NOTES
UTILITY SEPARATION
MAINTENANCE OF TRAFFIC
PROJECT SPECIFIC
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DATE
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DESIGNED
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SCOTT A. KNOWLES
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223 PUTNAM COUNTY BLVD EAST PALATKA, FL 32131
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DATE
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REVISIONS
1. TOPOGRAPHIC SURVEY DATED JULY 2025 BY PUTNAM COUNTY SURVEYING. TOPOGRAPHIC SURVEY DATED JULY 2025 BY PUTNAM COUNTY SURVEYING. 2. ALL ELEVATIONS ARE REFERENCED TO NAVD 1988. THE HORIZONTAL DATUM IS ALL ELEVATIONS ARE REFERENCED TO NAVD 1988. THE HORIZONTAL DATUM IS BASED ON STATE PLANE EAST ZONE, NAD 1983. 3. THE SURVEY INFORMATION CONTAINED HEREIN WAS OBTAINED FOR DESIGN THE SURVEY INFORMATION CONTAINED HEREIN WAS OBTAINED FOR DESIGN PURPOSES AND MAY NOT BE AN ADEQUATE REPRESENTATION OF ACTUAL CONDITIONS FOR PROJECT CONSTRUCTION. EXISTING CONTOURS SHOWN REPRESENT INTERPOLATIONS/EXTRAPOLATIONS FROM THE BEST AVAILABLE SURVEY DATA. ALL RISKS RESULTING FROM THE USE OR INTERPRETATION OF THE SURVEY DATA SHOWN SHALL BE BORNE BY THE CONTRACTOR. 4. THE CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS OF THE CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS OF ALL PERMITS (FDEP, PUTNAM COUNTY, ETC) OBTAINED FOR THIS PROJECT. 5. THE CONTRACTOR IS ADVISED NOT TO SCALE FROM DRAWINGS BUT TO FIELD THE CONTRACTOR IS ADVISED NOT TO SCALE FROM DRAWINGS BUT TO FIELD VERIFY ALL DIMENSIONS. THE DIMENSIONS OF SPECIFIED AND FURNISHED PRODUCTS AND MATERIALS TAKE PRECEDENCE OVER DIMENSIONS INDICATED ON THE DRAWINGS. IF SIGNIFICANT DEVIATIONS OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 72 HOURS PRIOR TO CONSTRUCTION FOR A DETERMINATION AND RESOLUTION. 6. THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A FLORIDA LICENSED SURVEYOR THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A FLORIDA LICENSED SURVEYOR FOR LAYOUT. PROOF OF LICENSE SHALL BE SUBMITTED TO THE ENGINEER BEFORE BEGINNING LAYOUT. 7. NO DISTURBANCE SHALL BE ALLOWED OUTSIDE OF THE RIGHT-OF-WAYS AND/OR NO DISTURBANCE SHALL BE ALLOWED OUTSIDE OF THE RIGHT-OF-WAYS AND/OR THE LIMITS OF CONSTRUCTION SHOWN ON THE DRAWINGS UNLESS APPROVED BY THE OWNER OR SPECIFICALLY NOTED ON THE DRAWINGS. 8. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE DRAWINGS BUT ARE NOT PURPORTED TO BE ABSOLUTELY CORRECT. THERE MAY BE OTHER IMPROVEMENTS, UTILITIES, ETC. WHICH ARE WITHIN THE PROJECT AREA. CONTRACTOR SHALL VERIFY, PRIOR TO CONSTRUCTION, THE LOCATIONS, ELEVATIONS, DIMENSIONS, TYPES, AND CONDITIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES (WHETHER OR NOT SHOWN ON THE DRAWINGS) AFFECTING THE WORK. 9. PRIOR TO SHOP DRAWING PREPARATION AND SUBMITTAL AND PURCHASE OF PRIOR TO SHOP DRAWING PREPARATION AND SUBMITTAL AND PURCHASE OF RELATED MATERIALS, THE CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITIES (LOCATION, SIZE, MATERIALS OF CONSTRUCTION, OUTSIDE DIAMETER, WALL THICKNESS, ROUNDNESS, ELEVATIONS, ETC.) TO WHICH CONNECTION(S) WILL BE MADE. CONTRACTOR SHALL INCLUDE FIELD MEASUREMENTS ON SHOP DRAWINGS. 10. THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IN WRITING THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IN WRITING IMMEDIATELY IF CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS ARE DISCOVERED. THE CONTRACTOR SHALL ACCURATELY RECORD ANY SUCH CONFLICTS ON THE RECORD DRAWINGS. 11. ANY PROPERTY CORNERS, MONUMENTS, OR BENCHMARKS WITHIN THE PROJECT ANY PROPERTY CORNERS, MONUMENTS, OR BENCHMARKS WITHIN THE PROJECT AREA SHALL BE PROTECTED UNLESS OTHERWISE INDICATED FOR DEMOLITION. IF ANY SUCH ITEMS ARE IN DANGER OF DAMAGE OR HAVE BEEN DAMAGED, THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER IMMEDIATELY AND REPLACE/RESTORE THESE ITEMS AT NO ADDITIONAL COST TO THE OWNER. IF OWNER CHOOSES TO SELF PERFORM THE WORK OR INCURS RELATED EXPENSES, THE CONTRACTOR SHALL REIMBURSE THE OWNER FOR ALL COSTS ASSOCIATED WITH THE EFFORT. 12. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES NEAR THE PROJECT AREA AT LEAST THE CONTRACTOR SHALL NOTIFY ALL UTILITIES NEAR THE PROJECT AREA AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE NOTIFYING "SUNSHINE STATE ONE CALL OF FLORIDA" AT LEAST 48 HOURS PRIOR TO ANY DIGGING WORK TO HAVE ALL EXISTING UTILITIES LOCATED. THE PHONE NUMBER IS 1-800-432-4770 AND THE WEB SITE IS WWW.CALLSUNSHINE.COM. IN INSTANCES WHERE DIGGING OCCURS IN WETLANDS, THE NOTIFICATION PERIOD SHALL BE INCREASED FROM AT LEAST 48 HOURS TO AT LEAST 10 DAYS. 13. FLORIDA LAW (FS 553.851) REQUIRES THAT PERSONS MAKING EXCAVATIONS IN FLORIDA LAW (FS 553.851) REQUIRES THAT PERSONS MAKING EXCAVATIONS IN PUBLIC STREETS, ALLEYS, RIGHT-OF-WAYS OR UTILITY EASEMENTS MUST FIRST OBTAIN INFORMATION ON LOCATIONS OF UNDERGROUND GAS PIPELINES. 14. THE CONTRACTOR SHALL PRESERVE AND MAINTAIN EXISTING UTILITIES, STRUCTURES, THE CONTRACTOR SHALL PRESERVE AND MAINTAIN EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES WITHIN THE PROJECT AREA. ANY DAMAGE SHALL BE REPAIRED BY AND AT THE EXPENSE OF THE CONTRACTOR TO THE SATISFACTION OF THE OWNER. 15. THE CONTRACTOR IS RESPONSIBLE FOR BRACING, SHORING, OR PROVIDING OTHER THE CONTRACTOR IS RESPONSIBLE FOR BRACING, SHORING, OR PROVIDING OTHER MEANS NECESSARY TO PROTECT AND SUPPORT EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES (EXPOSED OR UNEXPOSED) THAT MAY BE IMPACTED BY HIS WORK. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING POWER/TELEPHONE THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING POWER/TELEPHONE COMPANIES AND ARRANGING TO HAVE UTILITY POLES HELD AND/OR GUY WIRES REMOVED AND REPLACED, IF NECESSARY FOR CONSTRUCTION, AT NO ADDITIONAL COST TO THE OWNER. 17. ALL PAVEMENT CUTS REQUIRE AT LEAST 48 HOURS NOTICE TO THE OWNER'S ALL PAVEMENT CUTS REQUIRE AT LEAST 48 HOURS NOTICE TO THE OWNER'S REPRESENTATIVE. 18. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIAR WITH THE OSHA IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIAR WITH THE OSHA EXCAVATION SAFETY STANDARDS AND TO ABIDE BY THEM AS COVERED UNDER THE FLORIDA TRENCH SAFETY ACT. 19. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. 20. ALL PAVING, STABILIZED EARTH, DRIVEWAYS, CURBS, SIDEWALKS, FENCES, SOD, ALL PAVING, STABILIZED EARTH, DRIVEWAYS, CURBS, SIDEWALKS, FENCES, SOD, LANDSCAPING, CULVERTS, ETC. DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED BY AND AT THE EXPENSE OF THE CONTRACTOR TO THE SATISFACTION OF THE OWNER. 21. ALL EXISTING SIGNS AND MAILBOXES SHALL BE REMOVED AND REINSTALLED OR ALL EXISTING SIGNS AND MAILBOXES SHALL BE REMOVED AND REINSTALLED OR REPLACED AS REQUIRED DURING CONSTRUCTION AND SHALL BE RESTORED BY AND AT THE EXPENSE OF THE CONTRACTOR TO THE SATISFACTION OF THE OWNER. 22. THE CONTRACTOR SHALL PROVIDE ACCESS TO ALL EXISTING UTILITIES/FACILITIES THE CONTRACTOR SHALL PROVIDE ACCESS TO ALL EXISTING UTILITIES/FACILITIES AND MAINTAIN UNINTERRUPTED SERVICES THROUGHOUT THE CONTRACT PERIOD. 23. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. CONTRACTOR LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. CONTRACTOR SHALL TAKE CARE TO PROVIDE PROPER GRADE ELEVATIONS AND ALIGNMENTS. 24. SIZE OF FITTINGS SHOWN ON PLANS SHALL CORRESPOND TO THE ADJACENT SIZE OF FITTINGS SHOWN ON PLANS SHALL CORRESPOND TO THE ADJACENT STRAIGHT RUN OF PIPE UNLESS NOTED OTHERWISE. TYPE OF JOINT AND FITTING MATERIAL SHALL BE AS SPECIFIED FOR THE ADJACENT STRAIGHT RUN OF PIPE UNLESS NOTED OTHERWISE. 25. EACH PROPOSED UTILITY SHALL BE LAID TO ACHIEVE THE MINIMUM HORIZONTAL EACH PROPOSED UTILITY SHALL BE LAID TO ACHIEVE THE MINIMUM HORIZONTAL SEPARATION BETWEEN IT AND OTHER UTILITIES IN ACCORDANCE WITH THE TYPICAL UTILITY HORIZONTAL SEPARATION DETAIL AND FDEP REQUIREMENTS. 26. AT LOCATIONS WHERE A PROPOSED UTILITY CROSSES ANOTHER UTILITY, THE AT LOCATIONS WHERE A PROPOSED UTILITY CROSSES ANOTHER UTILITY, THE PROPOSED UTILITY SHALL BE INSTALLED IN ACCORDANCE WITH THE TYPICAL UTILITY CONFLICT DETAIL AND FDEP REQUIREMENTS. 27. IN THE EVENT THAT A UTILITY CONFLICT CAN NOT BE RESOLVED BY MAKING A IN THE EVENT THAT A UTILITY CONFLICT CAN NOT BE RESOLVED BY MAKING A MINOR ROUTE ADJUSTMENT OR BY UTILIZING THE TYPICAL UTILITY CONFLICT DETAIL, THE CONTRACTOR SHALL SUBMIT A RELOCATION PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCING WORK. ALL RELOCATION EFFORTS SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER AND ANY AFFECTED UTILITY COMPANIES. 28. THE CONTRACTOR SHALL REFER TO THE FLORIDA DEPARTMENT OF THE CONTRACTOR SHALL REFER TO THE FLORIDA DEPARTMENT OF TRANSPORTATION, FOR FDOT DESIGN INDICES AND "CURRENT FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION”, AS SUPPLEMENTS TO THE INFORMATION AND DETAILS PROVIDED IN , AS SUPPLEMENTS TO THE INFORMATION AND DETAILS PROVIDED IN THESE CONSTRUCTION DRAWINGS. 29. ALL REFERENCED FDOT STANDARD INDEX DRAWINGS CAN BE FOUND AT ALL REFERENCED FDOT STANDARD INDEX DRAWINGS CAN BE FOUND AT WWW.FDOT.GOV/DESIGN/STANDARDPLANS. 30. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFE MAINTENANCE OF THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFE MAINTENANCE OF PEDESTRIAN AND VEHICULAR TRAFFIC AT ALL TIMES DURING THE DURATION OF THE PROJECT. 31. THE CONTRACTOR SHALL MAINTAIN TRAFFIC IN ACCORDANCE WITH FDOT THE CONTRACTOR SHALL MAINTAIN TRAFFIC IN ACCORDANCE WITH FDOT STANDARD INDEX 600 SERIES AND THE TECHNICAL SPECIFICATIONS. THE CONTRACTOR SHALL FURNISH, ERECT, AND MAINTAIN ALL NECESSARY TRAFFIC CONTROL AND SAFETY DEVICES THROUGHOUT THE PROJECT. ONE TRAFFIC LANE MUST BE MAINTAINED AT ALL TIMES WITH USE OF FLAGGER. LANE CLOSURE HOURS SHALL BE BETWEEN 9:00 AM TO 4:00 PM ON WEEKDAYS. ALL TRAFFIC LANES MUST BE OPEN FOR TRAFFIC AT THE CLOSE OF WORKDAYS. ALL SIGNING, BARRICADES, LIGHTING, AND FLAGGERS SHALL BE INCLUDED IN THE LUMP SUM COST. 32. ALL PAVEMENT MARKINGS SHALL MEET CURRENT MANUAL OF UNIFORM TRAFFIC ALL PAVEMENT MARKINGS SHALL MEET CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES" STANDARDS, AND SHALL BE PAINTED IN ACCORDANCE WITH FDOT STANDARD SPECIFICATION SECTION 710. REPLACE EXISTING PAVEMENT MARKINGS DISTURBED BY RESTORATION ACTIVITIES. 33. DRIVEWAY ACCESS MUST BE COORDINATED WITH PROPERTY OWNERS PRIOR TO DRIVEWAY ACCESS MUST BE COORDINATED WITH PROPERTY OWNERS PRIOR TO CONSTRUCTION ACTIVITIES. 34. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY TEMPORARY THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY TEMPORARY CONSTRUCTION EASEMENTS THAT MAY BE REQUIRED FOR THE INSTALLATION OF THE WATER MAIN. 35. ALL DISTURBED DRIVEWAYS ARE TO BE RESTORED WITH LIKE KIND MATERIALS. ALL DISTURBED DRIVEWAYS ARE TO BE RESTORED WITH LIKE KIND MATERIALS.
ELEC
40 0 4000 20
MATCHLINE SEE 5
MATCHLINE SEE 4
FM
FM
FM
FMFM
3' DIAMETER
1600 LF 2"
HDPE DR 11 FM
MIN 36" COVER
0%
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PUTNAM COUNTY FLORIDA
DEPARTMENT OF PUBLIC WORKS
FRANCIS BALL PARK
FORCE MAIN
PUTNAM COUNTY , FLORIDA
FORCE MAIN PLAN
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EDGE OF GRADED ROAD
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EDGE OF GRADED ROAD
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CHAINLINK FENCE
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CHAINLINK FENCE
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CHAINLINK FENCE
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BASKETBALL COURT
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EDGE OF CONC
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EDGE OF CONC
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EDGE OF GRADED ROAD
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EDGE OF GRADED ROAD
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CONC LIGHT POLE
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CHAINLINK FENCE
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CHAINLINK GATE
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30" OAK
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20" OAK
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36" OAK
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IRRIGATION VALVE
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CONC LIGHT POLE
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CONC LIGHT POLE
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ELM
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DUGOUT
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DUGOUT
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CONTROL POINT: SET 5/8" IRON ROD PCPW ELEV=64.07
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COVERED CONC SIDEWALK
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CONCESSION/ RESTROOMS
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CONC SIDEWALK
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WOOD FENCE
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SEPTIC
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CLEAN OUT
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223 PUTNAM COUNTY BLVD EAST PALATKA, FL 32131
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DATE
A
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DEPARTMENT OF PUBLIC WORKS
FRANCIS BALL PARK
FORCE MAIN
PUTNAM COUNTY , FLORIDA
FORCE MAIN PLAN
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EDGE OF PAVED ROAD
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GUY WIRE
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EDGE OF PAVED ROAD
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END OF PAVEMENT
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CONTROL POINT: FND NAIL AND DISK PCPW ELEV=65.07
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CHAINLINK FENCE
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FLAG POLE
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ASPHALT CUT/ PATCHED
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223 PUTNAM COUNTY BLVD EAST PALATKA, FL 32131
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DATE
2X4" TEE (TYP)
4" PLUG FOR
FUTURE CONNECTION
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E SEE 7
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1600 LF 2"
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1713 LF 4"
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MIN 36" COVER
12'
DIRECTIONAL DRILL 77
LF 2" HDPE DR 11 FM
HDD
DRILL PIT
HDD
DRILL PIT
SAWCUT AND REPAIR
ASPHALT DRIVEWAY
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PUTNAM COUNTY FLORIDA
DEPARTMENT OF PUBLIC WORKS
FRANCIS BALL PARK
FORCE MAIN
PUTNAM COUNTY , FLORIDA
FORCE MAIN PLAN
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6" WEIR TOP=65.92 INV=65.45
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GAS PIPELINE DELINEATOR
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CONC INLET BOX INV=63.84
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EDGE OF PAVED ROAD
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EDGE OF PAVED ROAD
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FND 4"X4" CONC MON NO I.D. ELEV=68.47
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42 L.F. OF 18" CMP WITH MITERED ENDS
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INV=64.25
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INV= 64.12
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ASPHALT DRIVE
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FND 1/2" IRON ROD PLS 5098 ELEV=68.12
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INV= 64.40
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INV= 64.44
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40 L.F. OF 18" CMP WITH MITERED ENDS
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ASPHALT DRIVE
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FND NAIL AND DISK PCPW ELEV=68.20
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CONTROL POINT: FND NAIL AND DISK PCPW ELEV=69.46
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59 L.F. OF 18" CMP WITH MITERED ENDS
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INV=64.52
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INV= 64.40
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FIRE HYDRANT
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WATER VALVE
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SIGN
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METAL GATE
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EDGE OF PAVED ROAD
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ASPHALT DRIVE
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ST. JOHNS AVENUE
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SCOTT A. KNOWLES
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223 PUTNAM COUNTY BLVD EAST PALATKA, FL 32131
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DATE
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HDPE DR 11 FM
MIN 36" COVER
10'
SAWCUT AND REPAIR
ASPHALT DRIVEWAY
CONTRACTOR TO REMOVE AND
0%
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DEPARTMENT OF PUBLIC WORKS
FRANCIS BALL PARK
FORCE MAIN
PUTNAM COUNTY , FLORIDA
FORCE MAIN PLAN
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FND 4"X4" CONC MON TURNER 1215 ELEV=63.09
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FIBER OPTIC DELINEATOR
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81 L.F. OF 15" CMP WITH MITERED ENDS
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INV=63.86
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6" WEIR TOP=65.92 INV=65.45
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FND NAIL AND DISK FIBER OPTIC
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GAS PIPELINE DELINEATOR
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BELLSOUTH RISER
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TELEPHONE RISER
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ASPHALT DRIVE
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CONC INLET BOX INV=63.84
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EDGE OF PAVED ROAD
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EDGE OF PAVED ROAD
AutoCAD SHX Text E 431582.345
AutoCAD SHX Text N 89°41'40" E
AutoCAD SHX Text 62.00'
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223 PUTNAM COUNTY BLVD EAST PALATKA, FL 32131
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DATE
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40 0 4000 20
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REMOVE EXIST 4" PLUG
AND CONNECT 4" FM AT VALVE
1713 LF 4"
HDPE DR 11 FM
MIN 36" COVER
37'
SAWCUT AND REPAIR
ASPHALT DRIVEWAY
SAWCUT AND REPAIR
ASPHALT DRIVEWAY
CONTRACTOR TO REMOVE AND
REPLACE EXIST MAILBOX CONTRACTOR TO VERIFY
LOCATION AND DEPTH OF
FO CABLE PRIOR TO
CONSTRUCTION OF FM
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DEPARTMENT OF PUBLIC WORKS
FRANCIS BALL PARK
FORCE MAIN
PUTNAM COUNTY , FLORIDA
FORCE MAIN PLAN
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CONTROL POINT: SET 5/8" IRON ROD PCPW ELEV=58.83
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57 L.F. OF 18" RCP WITH MITER BOXES
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INV=56.81
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INV=56.71
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WOOD POWER POLE
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GUY WIRE
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GAS PIPELINE DELINEATOR
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ASPHALT CUT/PATCHED
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EDGE OF PAVED ROAD
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ASPHALT DRIVE SCHOOL ENTRANCE
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70 L.F. OF 18" RCP WITH MITER BOXES
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INV=56.86
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INV=56.84
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ASPHALT DRIVE SCHOOL ENTRANCE
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SEWER PLUG
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2" SEWER VALVE
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CHAINLINK FENCE
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CHAINLINK GATE
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WOOD POWER POLE
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CONC SIGN BASE
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WATER VALVE
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LOT 21
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TRACT F
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AT&T CONC VAULT
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FIBER OPTIC DELINEATOR
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FIBER OPTIC CONC VAULT
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GUY WIRE
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FIRE HYDRANT
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WATER METER
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CHAINLINK FENCE
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METAL FENCE
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223 PUTNAM COUNTY BLVD EAST PALATKA, FL 32131
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DATE
55.0056.00
60.00
64.00
68.00
72.00
55.00
60.00
70.00
-20 -10 0 10 20 30-30-40 40
SCALE: 1"=10' HORZ.
1"=10' VERT.
50-50
R.O.W. R.O.W.
WIDTH OF ST JOHNS AVE
10'X20'
ACCESS PIT
40" MIN. COVER
15'X20'
ACCESS PIT
2X4 TEE
DIRECTIONAL DRILL
2" HDPE DRII
18" MIN.
0%
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DEPARTMENT OF PUBLIC WORKS
FRANCIS BALL PARK
FORCE MAIN
PUTNAM COUNTY , FLORIDA
FORCE MAIN PLAN
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223 PUTNAM COUNTY BLVD EAST PALATKA, FL 32131
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DATE
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DEPARTMENT OF PUBLIC WORKS
FRANCIS BALL PARK
FORCE MAIN
PUTNAM COUNTY , FLORIDA
FORCE MAIN PLAN
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223 PUTNAM COUNTY BLVD EAST PALATKA, FL 32131
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PUTNAM COUNTY FLORIDA
DEPARTMENT OF PUBLIC WORKS
FRANCIS BALL PARK
FORCE MAIN
PUTNAM COUNTY , FLORIDA
FORCE MAIN PLAN
DUPLEX FRONT LOAD LIFT STATION
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223 PUTNAM COUNTY BLVD EAST PALATKA, FL 32131
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DATE
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ELECTRICAL HUB
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INLET
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%%UPLAN VIEW
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%%UELEVATION VIEW
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WARNING LIGHT
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FIBERGLASS BASIN
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LEVEL CONTROLS
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ELECTRICAL CONTROL PANEL PER FDEP REQUIREMENTS
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STAINLESS STEEL LIFTING BAIL
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STAINLESS STEEL LIFT CABLE
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INV. IN=62.0
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BOTTOM ELEVATION
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2" PVC SCHEDULE 80 DISCHARGE PIPING
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BOTH PUMPS OFF
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LEAD PUMP ON
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ALARM
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ELEVATIONS:
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MANUFACTURER
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PUMPS REQUIRED
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MODEL NUMBER
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CAPACITY EACH (GPM)
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TOTAL HEAD (FEET)
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SPEED (RPM)
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ELECTRICAL
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CRANE
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Z0GV2072L
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SINGLE PH 208-240V
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AutoCAD SHX Text 60.5
AutoCAD SHX Text 60.2
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TOP
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BOTTOM
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NTS
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2" UNION(TYP)
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2" CHECK VALVE(TYP)
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2" PVC 90° EL(TYP)
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GROUND EL 64.5
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LID EL 65.0
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ALUMINUM BOLTED LID
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2" PVC TEE
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2" PVC SCH80 DISCHARGE
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2" BALL VALVE(TYP)
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FRANCIS BALL PARK
FORCE MAIN
PUTNAM COUNTY , FLORIDA
FORCE MAIN PLAN
TYPICAL ASPHALT PAVEMENT RESTORATION
DETAIL
UNDISTURBED EARTH
12" (MIN) LAYER OF #57
STONE (REQUIRED FOR
VALVES 20" AND LARGER,
(NOTE #7)
6" PVC RISER PIPE
(LENGTH AS REQUIRED)
PROVIDE "V" CUT IN TOP OF 6" RISER PIPE FOR
LOCATE WIRE ACCESS INTO VALVE BOX
RESTRAINED MECHANICAL JOINT
(TYP)
COMPACTED EARTH (TYP)
APPLY GROUT TO FILL ANNULAR SPACE
BETWEEN VALVE BOX AND CONCRETE PAD
GATE VALVE W/ 2" OPERATING
NUT (NOTE #3)
PIPE W/ LOCATING WIRE
24" ROUND PRECAST CONCRETE
PAD 6" THICK (SEE SPEC) SET ON COMPACTED EARTH, (SEE
NOTE #7)
FINISHED GRADE
PAINT COVER AND INSIDE OF BOX GREEN
VALVE BOX & COVER (TYP)
PROVIDE BLUE PAINT TO
THE INSIDE OF THE TOP SECTION
OF THE BOX (NOTE #5)
VALVE BOX ADJUSTMENT (SEE NOTE #4)
ELECTRONIC LOCATE BALL MARKER
LOCATED WITHIN 12" FROM
RISER PIPE (NOTE #8)
NOTES:
1. FOR UNPAVED LOCATIONS, A PRECAST CONCRETE VALVE PAD SHALL BE PROVIDED AND INSTALLED FLUSH WITH GRADE. CONCRETE PAD IS NOT REQUIRED FOR VALVE LOCATED
IN THE ROADWAY, UNLESS SHOWN OR NOTED OTHERWISE.
2. LOCATING WIRE IS REQUIRED ON ALL PRESSURE PIPING.
3. IN PAVED AREAS, INSTALL VALVE AT A DEPTH TO ALLOW A 12" MIN. DISTANCE BETWEEN THE VALVE COVER PLATE AND THE TOP OF THE VALVE OPERATING NUT. OUTSIDE OF PAVED AREAS (GRASS), INSTALL VALVE AT A DEPTH TO ALLOW A 6" MINIMUM DISTANCE BETWEEN THE VALVE COVER AND THE TOP OF THE VALVE OPERATING NUT. OPERATING NUT/STEM EXTENSION SHALL BE PROVIDED (WHERE APPLICABLE) SO THAT THE OPERATING NUT WILL BE NO MORE THAN 30 INCHES BELOW FINISHED GRADE.
4. FOR NEW CONSTRUCTION, THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TO ALLOW FOR FUTURE BOX ADJUSTMENTS. ROUTE LOCATE WIRES THRU A "V" CUT IN THE TOP OF THE 6" PVC RISER PIPE FOR LOCATE WIRE ACCESS INTO VALVE BOX. THE LOCATE WIRES WITH A 24" LONG PIG-TAIL AT THE TOP SHALL BE CONNECTED TOGETHER WITH A WIRE
NUT.
5. BRASS IDENTIFICATION TAG INDICATING "WATER", VALVE SIZE, DIRECTION AND TURNS TO OPEN & VALVE TYPE. PROVIDE A 14" HOLE IN BRASS TAG AND ATTACH TAG (TWIST WIRE AROUND TAG) TO THE END OF THE LOCATE WIRE. TAGS ARE NOT REQUIRED ON VALVES INSTALLED ON FIRE HYDRANT BRANCH LINES.
6. IN LIEU OF PRECAST CONCRETE PAD, A 6" THICK X 24" (ROUND OR SQUARE) POURED CONCRETE PAD W/2 - #4 REBAR AROUND PERIMETER, MAY BE USED.
7. GRAVEL SHALL BE PROVIDED UNDER ALL VALVES 20" AND LARGER. THE MINIMUM VERTICAL LIMIT OF GRAVEL IS 12" UNDER THE VALVE UP TO 13 THE OVERALL HEIGHT OF THE
VALVE.
8. ALL VALVES SHALL BE INSTALLED WITH AN ELECTRIC LOCATE MARKER. MARKER SHALL BE 4" DIA. COLOR CODED BALL MARKER.
BU
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REVISIONS
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DESIGNED
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DRAWN
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CHECKED
AutoCAD SHX Text P.E. #
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SCOTT A. KNOWLES
AutoCAD SHX Text 55391
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223 PUTNAM COUNTY BLVD EAST PALATKA, FL 32131
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DATE
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REVISIONS
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UNDISTURBED EARTH
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PAVEMENT (TYP)
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SAW-CUT EXISTING
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SEE TYPICAL PIPE TRENCH DETAIL FOR PIPE COVER DEPTH AND BACKFILL REQUIREMENTS
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2" THICKNESS (MIN) WITH SUPERPAVE ASPHALT PAVEMENT
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EXISTING PAVEMENT
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
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LIMITS OF PAVEMENT
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RESTORATION
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TRENCH
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TOP WIDTH
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
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COMPACT UPPER 12" TO MIN 98% MODIFIED PROCTOR MAX DRY DENSITY, ASTM D-1557
AutoCAD SHX Text NOTE: ASPHALT PAVEMENT RESTORATION DETAIL APPLIES TO COUNTY ROADS, DRIVEWAYS, PRIVATE ROADS, DRIVES, MISCELLANEOUS PATCHES, AND SIMILAR RESTORATION.
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12" THICK (MIN) LIMEROCK BASE (LBR 100) COMPACTED TO 98% OF MAX DENSITY
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NTS
NTS
| Sheets and Views |
| 1 FRANCIS SC RR-FM - COVER |
| 2 FRANCIS SC RR-FM - OVERALL |
| 3 FRANCIS SC RR-FM - NOTES |
| 4 FRANCIS SC RR-FM -SHEET1 |
| 5 FRANCIS SC RR-FM -SHEET2 |
| 6 FRANCIS SC RR-FM -SHEET3 |
| 7 FRANCIS SC RR-FM -SHEET4 |
| 8 FRANCIS SC RR-FM -SHEET5 |
| 9 FRANCIS SC RR-FM - PROFILE |
| 10 FRANCIS SC RR-FM - DETAIL1 |
| 11 FRANCIS SC RR-FM - DETAIL2 |
| 12 FRANCIS SC RR-FM - DETAIL3 |
File details come from the government source that posted it. Updated .