PLANS.pdf
PDF 18 MB Posted
- Attached to
- CCSWDC LEACHATE STORAGE PONDS
- Solicitation number
- 242569TEG
- Issued by
- Manatee County, Florida
About this file
This is a comprehensive set of bid documents for the Central County Solid Waste Disposal Complex (CCSWDC) Leachate Storage Ponds project located in Sarasota County, Florida. The project involves constructing two leachate storage ponds with associated infrastructure, including earthwork, geosynthetic liners, pumps, aerators, fencing, concrete structures, electrical systems, roadway paving, piping, and valves. The design documents, prepared by JonesEdmunds engineering firm in February 2024, detail a project at 4000 Knights Trail Road in Nokomis, Florida, with a project number 19006-074-01.
The project includes two primary leachate storage ponds with a sophisticated design featuring double synthetic liners, leak detection systems, and a pump station with redundant pumping capabilities. The site plan shows integration with existing waste management facilities, including provisions for future expansion. The electrical and mechanical systems are designed with redundancy, including a backup pump and comprehensive control and monitoring infrastructure. The project appears to be funded through Sarasota County's Capital Improvement Program (CIP), with the specific CIP number 88087, and is aimed at improving the leachate management infrastructure of the Central County Solid Waste Disposal Complex.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 242569TEG_IFB_AND_INSURANCE_REQUIREMENTS.pdf | ||
| TECHNICAL_SPECIFICATIONS.pdf | ||
| GENERAL_CONDITIONS.pdf | ||
| OTHER_CONTRACT_FORMS.pdf | ||
| PERMIT_INFORMATION.pdf |
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Text version
PLANS
SITE VICINITY MAP
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SITE VICINITY MAP
NOKOMIS, FLORIDA 34275
PROJECT ADDRESS:
4000 KNIGHTS TRAIL ROAD
PROJECT LOCATION MAP
PROJECT LOCATION
VICINITY
PROJECT
CENTRAL COUNTY SOLID
WASTE DISPOSAL COMPLEX
SARASOTA COUNTY CIP# 88087
MIC
HAEL L. CLARK
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O F E S S I O N A L E N G
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L I C E N S E
F L O R I D A
No. 48898
STATE OF
13545 PROGRESS BOULEVARD, SUITE 100, ALACHUA, FL, 32615 / (352) 377-5821
AutoCAD SHX Text PROJECT No: 19006-074-01
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FEBRUARY 2024
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LAST SAVED: 2/16/2024 1:43 PMBY:ATOSI PLOTTED:2/16/2024 01:44 PMBY:ALI'IMO TOSI
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NORTH PORT
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ENGLEWOOD
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STATE RECREATION AREA
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OSCAR SCHERER
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VENICE
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SARASOTA
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SARASOTA BAY
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MYAKKA
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MYAKKAHATCHEE
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SARASOTA
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COUNTY
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RIVER
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RIVER
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GULF OF MEXICO
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E VENICE AVE
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NTS
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CCSWDC
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LEACHATE STORAGE PONDS
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PREPARED FOR:
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SARASOTA COUNTY, FLORIDA BOARD OF COUNTY COMMISSIONERS SOLID WASTE DEPARTMENT
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KNIGHTS TRAIL ROAD
AutoCAD SHX Text MARK D. HADLOCK, STATE OF FLORIDA PROFESSIONAL ENGINEER LICENSE NO. PE 56871 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY MARK D. HADLOCK, P.E., ON THE DATE INDICATED HERE.
AutoCAD SHX Text JONES EDMUNDS 730 NE WALDO ROAD GAINESVILLE, FLORIDA 32641 E.O.R.: MARK D. HADLOCK, P.E., No. 56871
AutoCAD SHX Text THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS G1-G5, C1-C30, G1-G5, C1-C30, -G5, C1-C30, G5, C1-C30, , C1-C30, C1-C30, -C30, C30, , AND EC1-EC3.EC1-EC3.-EC3.EC3..
AutoCAD SHX Text PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
AutoCAD SHX Text THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY MICHAEL L. CLARK, PE, ON THE DATE ADJACENT TO THE SEAL.
AutoCAD SHX Text JONES EDMUNDS 730 NE WALDO ROAD GAINESVILLE, FLORIDA 32641 CERTIFICATE OF AUTHORIZATION #1841 E.O.R.: MICHAEL L. CLARK, PE, No. 48898
AutoCAD SHX Text THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.: E1-E10.E1-E10.-E10.E10..
AutoCAD SHX Text PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
AutoCAD SHX Text MONRAD R. THUE, STATE OF FLORIDA PROFESSIONAL ENGINEER LICENSE NO. PE 32071 THIS ITEM HAS BEEN DIGITALLY SIGNED AND MONRAD R. THUE, P.E., ON THE DATE INDICATED HERE.
AutoCAD SHX Text GSE ENGINEERING & CONSULTING, INC. 5590 SW 64TH STREET, SUITE B GAINESVILLE, FLORIDA MONRAD R. THUE, P.E., No. 32071
AutoCAD SHX Text THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS S1-##.S1-##.-##.##..
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PREPARED BY:
LEACHATE STORAGE PONDS
SARASOTA COUNTY, FLORIDA
CCSWDC
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DESIGNED
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DATE:
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MHADLOCK
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AutoCAD SHX Text MARK D. HADLOCK, P.E., STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE NO. 56871 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY MARK D. HADLOCK, P.E., ON THE DATE INDICATED ON COVER PAGE (G1). 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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AutoCAD SHX Text & AND AND @ AT AT ACM ASBESTOS CONTAINING MATERIAL ASBESTOS CONTAINING MATERIAL ADJ ADJUSTABLE ADJUSTABLE AFF ABOVE FINISHED FLOOR ABOVE FINISHED FLOOR ALT ALTERNATIVE ALTERNATIVE ALUM ALUMINUM ALUMINUM AMPS AMPERES AMPERES ANSI AMERICAN NATIONAL STANDARDS INSTITUTE AMERICAN NATIONAL STANDARDS INSTITUTE APPROX APPROXIMATE, APPROXIMATELY APPROXIMATE, APPROXIMATELY AR AIR RELEASE AIR RELEASE ARV AIR RELEASE VALVE AIR RELEASE VALVE ASTM AMERICAN SOCIETY FOR TESTING AND AMERICAN SOCIETY FOR TESTING AND MATERIALS AV AIR VACUUM AIR VACUUM AVG AVERAGE AVERAGE AWWA AMERICAN WATER WORKS ASSOCIATION AMERICAN WATER WORKS ASSOCIATION BCCMP BITUMINOUS COATED CORRUGATED METAL PIPE BITUMINOUS COATED CORRUGATED METAL PIPE BLD BLIND BLIND BLIND BLDG BUILDING BUILDING BF BLIND FLANGE BLIND FLANGE BFP BACKFLOW PREVENTOR BACKFLOW PREVENTOR BFV BUTTERFLY VALVE BUTTERFLY VALVE B/L BASE LINE BASE LINE BO BLOW-OFF BLOW-OFF BPZ PIEZOMETER PIEZOMETER BTM BOTTOM BOTTOM BV BALL VALVE BALL VALVE BWJ BUTT-WELDED JOINT BUTT-WELDED JOINT BYP BY-PASS BY-PASS C CELSIUS CELSIUS CAP CORRUGATED ALUMINUM PIPE CORRUGATED ALUMINUM PIPE CAT CATALOGUE CATALOGUE CB CATCH BASIN CATCH BASIN CCSWDC CENTRAL COUNTY SOLID WASTE DISPOSAL CENTRAL COUNTY SOLID WASTE DISPOSAL COMPLEX CHDPE CORRUGATED HIGH DENSITY POLYETHYLENE CORRUGATED HIGH DENSITY POLYETHYLENE CI CAST IRON CAST IRON CIP CAST IRON PIPE CAST IRON PIPE C/L CENTERLINE CENTERLINE CLR CLEAR CLEAR CM CONCRETE MONUMENT, CENTIMETER CONCRETE MONUMENT, CENTIMETER CMP CORRUGATED METAL PIPE CORRUGATED METAL PIPE CO COMPANY/CLEANOUT COMPANY/CLEANOUT CON CONCENTRIC CONCENTRIC CONC CONCRETE CONCRETE CONT CONTINUOUS CONTINUOUS CORR CORRUGATED CORRUGATED CORP CORPORATION CORPORATION CPT CONE PENETRATION TEST CONE PENETRATION TEST CS CARBON STEEL CARBON STEEL CV CHECK VALVE CHECK VALVE CY CUBIC YARDS CUBIC YARDS DBI DITCH BOTTOM INLET DITCH BOTTOM INLET DBL DOUBLE DOUBLE DET DETAIL DETAIL DI DUCTILE IRON DUCTILE IRON DIP DUCTILE IRON PIPE DUCTILE IRON PIPE DIA DIAMETER DIAMETER DIAMETER DIM DIMENSION DIMENSION DIV DIVISION DIVISION DS DROP STRUCTURE DROP STRUCTURE DW DEEP WELL DEEP WELL DWG DRAWING DRAWING E EAST EAST ECC ECCENTRIC ECCENTRIC EA EACH EACH EF EACH FACE EACH FACE EL ELEVATION ELEVATION ELL ELBOW ELBOW ENCL ENCLOSE, ENCLOSURE ENCLOSE, ENCLOSURE EOL EDGE OF LINER EDGE OF LINER EOP EDGE OF PAVEMENT EDGE OF PAVEMENT ETC ET CETERA ET CETERA EQ EQUAL EQUAL EQUIP EQUIPMENT EQUIPMENT EW EACH WAY EACH WAY EXIST EXISTING EXISTING EXP EXPANSION EXPANSION FAB FABRICATION FABRICATION FAC FLORIDA ADMINISTRATIVE CODE FLORIDA ADMINISTRATIVE CODE FCA FLANGED COUPLING ADAPTER FLANGED COUPLING ADAPTER FCV FLOW CONTROL VALVE FLOW CONTROL VALVE FDEP FLORIDA DEPARTMENT OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION FDOT FLORIDA DEPARTMENT OF TRANSPORTATION FLORIDA DEPARTMENT OF TRANSPORTATION FG FIBERGLASS FIBERGLASS FH FIRE HYDRANT FIRE HYDRANT FIN FINISHED FINISHED FJ FLANGED JOINT FLANGED JOINT FLG FLANGE FLANGE FM FORCE MAIN FORCE MAIN FND FOUNDATION FOUNDATION FNPT FEMALE NATIONAL PIPE THREAD FEMALE NATIONAL PIPE THREAD FRP FIBERGLASS REINFORCED PLASTIC FIBERGLASS REINFORCED PLASTIC FT FOOT FOOT FW FINISHED WATER FINISHED WATER GALV GALVANIZED GALVANIZED GCL GEOSYNTHETIC CLAY LINER GEOSYNTHETIC CLAY LINER GFFR GROUT FILLED FIBER REVETMENT GROUT FILLED FIBER REVETMENT GPM GALLONS PER MINUTE GALLONS PER MINUTE GR GRADE GRADE GS GALVANIZED STEEL GALVANIZED STEEL GV GATE VALVE GATE VALVE GMW GROUNDWATER MONITORING WELL GROUNDWATER MONITORING WELL HDPE HIGH DENSITY POLYETHYLENE HIGH DENSITY POLYETHYLENE HP HIGH POINT HIGH POINT H, HORIZ HORIZONTAL HORIZ HORIZONTAL HP HIGH POINT/HORSE POWER HIGH POINT/HORSE POWER HWA HIGH WATER ALARM HIGH WATER ALARM HWL HIGH WATER LEVEL HIGH WATER LEVEL ID IDENTIFICATION, INSIDE DIAMETER IDENTIFICATION, INSIDE DIAMETER IE INVERT ELEVATION INVERT ELEVATION IF INSULATED FLANGE INSULATED FLANGE IN INCHES INCHES INV INVERT INVERT IPS IRON PIPE SIZE IRON PIPE SIZE K HYDRAULIC CONDUCTIVITY HYDRAULIC CONDUCTIVITY L LENGTH LENGTH LBR LIMEROCK BEARING RATIO LIMEROCK BEARING RATIO LBS POUNDS POUNDS LCS LEACHATE COLLECTION SYSTEM LEACHATE COLLECTION SYSTEM LCRS LEACHATE COLLECTION AND REMOVAL SYSTEM LEACHATE COLLECTION AND REMOVAL SYSTEM LDS LEACHATE DETECTION SYSTEM LEACHATE DETECTION SYSTEM LF LINEAR FEET LINEAR FEET LFG LANDFILL GAS HEADER LANDFILL GAS HEADER LFGCCS LANDFILL GAS COLLECTION AND CONTROL LANDFILL GAS COLLECTION AND CONTROL SYSTEM LFGTE LANDFILL GAS TO ENERGY PLANT LANDFILL GAS TO ENERGY PLANT LFM LEACHATE FORCE MAIN LEACHATE FORCE MAIN LR LONG RADIUS LONG RADIUS LRL LEACHATE RECIRCULATION LINE LEACHATE RECIRCULATION LINE LT LEFT LEFT LWA LOW WATER ALARM LOW WATER ALARM LWL LOW WATER LEVEL LOW WATER LEVEL MAG MAGNETIC MAGNETIC MAX MAXIMUM MAXIMUM MES MITERED END SECTION MITERED END SECTION MFR MANUFACTURER MANUFACTURER MH MANHOLE MANHOLE MIL THOUSANDTHS OF AN INCH THOUSANDTHS OF AN INCH MIN MINIMUM MINIMUM MISC MISCELLANEOUS MISCELLANEOUS MJ MECHANICAL JOINT MECHANICAL JOINT MSL MEAN SEA LEVEL MEAN SEA LEVEL MNPT MALE NATIONAL PIPE THREAD MALE NATIONAL PIPE THREAD MT MOUNT MOUNT MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES MW MONITORING WELL MONITORING WELL N NORTH NORTH NAVD NORTH AMERICAN VERTICAL DATUM NORTH AMERICAN VERTICAL DATUM N/A NOT APPLICABLE NOT APPLICABLE N/AVAIL NOT AVAILABLE NOT AVAILABLE NC NORMALLY CLOSED NORMALLY CLOSED NEC NATIONAL ELECTRIC CODE NATIONAL ELECTRIC CODE NGVD NATIONAL GEODETIC VERTICAL DATUM NATIONAL GEODETIC VERTICAL DATUM NIC NOT IN CONTRACT NOT IN CONTRACT No NUMBER NUMBER NON-PERF NONPERFORATED NONPERFORATED NOM NOMINAL NOMINAL NPT AMERICAN STANDARD TAPER PIPE THREAD AMERICAN STANDARD TAPER PIPE THREAD NSF NATIONAL SANITATION FOUNDATION NATIONAL SANITATION FOUNDATION NTS NOT TO SCALE NOT TO SCALE NW NORTHWEST NORTHWEST OC ON CENTER ON CENTER OD OUTSIDE DIAMETER OUTSIDE DIAMETER OSHA OCCUPATIONAL SAFETY & HEALTH OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION PC POINT OF CURVE POINT OF CURVE PE PLAIN END PLAIN END PERF PERFORATED PERFORATED PLS PROFESSIONAL LAND SURVEYOR PROFESSIONAL LAND SURVEYOR # POUND POUND PI PRESSURE INDICATOR/GAUGE PRESSURE INDICATOR/GAUGE PID PROPERTY IDENTIFICATION NUMBER PROPERTY IDENTIFICATION NUMBER PL PLATE PLATE P/L PROPERTY LINE PROPERTY LINE PP POWER POLE POWER POLE PS PUMP STATION PUMP STATION PSI POUND PER SQUARE INCH POUND PER SQUARE INCH PT PRESSURE TREATED PRESSURE TREATED PV PLUG VALVE PLUG VALVE PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE R RADIUS RADIUS R/W, ROW RIGHT OF WAY RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE RED REDUCER REDUCER REF REFERENCE REFERENCE REINF REINFORCED REINFORCED REQD REQUIRED REQUIRED RJ RESTRAINED JOINT RESTRAINED JOINT RPOJ RESTRAINED PUSH ON JOINT RESTRAINED PUSH ON JOINT RT RIGHT RIGHT RW RAW WATER RAW WATER S SOUTH SOUTH SAN SANITARY SANITARY SCH SCHEDULE SCHEDULE SEC SECOND SECOND SDR STANDARD DIMENSION RATIO STANDARD DIMENSION RATIO SECT SECTION SECTION SF SQUARE FEET SQUARE FEET SG STAFF GAUGE STAFF GAUGE SHWT SEASONAL HIGH WATER TABLE SEASONAL HIGH WATER TABLE SIM SIMILAR SIMILAR SPEC SPECIFICATION SPECIFICATION SPT STANDARD PENETRATION TEST STANDARD PENETRATION TEST SQ SQUARE SQUARE SR STATE ROAD STATE ROAD SS STAINLESS STEEL STAINLESS STEEL SSHHMB STAINLESS STEEL HEX HEAD MACHINE BOLT STAINLESS STEEL HEX HEAD MACHINE BOLT SSRHMS STAINLESS STEEL ROUND HEAD MACHINE STAINLESS STEEL ROUND HEAD MACHINE SCREW STA STATION STATION STD STANDARD STANDARD STL STEEL STEEL SW STORMWATER/SOUTHWEST STORMWATER/SOUTHWEST SWFWMD SOUTHWEST FLORIDA WATER MANAGEMENT SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT SWJ SOLVENT WELD JOINT SOLVENT WELD JOINT T TANGENT TANGENT T/ TOP OF TOP OF TBM TURNING BENCH MARK TURNING BENCH MARK TGS THREADED GALVANIZED STEEL THREADED GALVANIZED STEEL TGSP THREADED GALVANIZED STEEL PIPE THREADED GALVANIZED STEEL PIPE TH TEST HOLE TEST HOLE THD THREADED THREADED THK THICK THICK TRC TOTAL RESIDUAL CHLORINE TOTAL RESIDUAL CHLORINE TS TUBE STEEL TUBE STEEL TYP TYPICAL TYPICAL ULC ULTRASONIC LEVEL CONTROLLER ULTRASONIC LEVEL CONTROLLER UNO UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE USC&GS UNITED STATES COASTAL AND GEODETIC UNITED STATES COASTAL AND GEODETIC SURVEY USGS UNITED STATES GEOLOGICAL SURVEY UNITED STATES GEOLOGICAL SURVEY V, VERT VERTICAL VERTICAL W WEST WEST WJ WELDED JOINT WELDED JOINT WM WATER MAIN WATER MAIN WSWT WET SEASON WATER TABLE WET SEASON WATER TABLE WWF WELDED WIRE FABRIC WELDED WIRE FABRIC WGT WEIGHT WEIGHT W/ WITH WITH DELTA, ANGULAR CHANGE
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GENERAL
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COVER
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DRAWING INDEX AND ABBREVIATIONS
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LEGEND
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GENERAL NOTES
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COORDINATE TABLE
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CIVIL
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SITE PLAN AND KEY MAP
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EXISTING WELL AND BORING SITE PLAN
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EXISTING CONDITIONS
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GRADING PLAN
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SECTIONS
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LEACHATE SURFACE STORAGE PONDS SUMP DETAIL
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LEACHATE SURFACE STORAGE PONDS DETAILS
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CIVIL DETAILS
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STRUCTURAL
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MECHANICAL
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MECHANICAL NOTES, LEGEND, AND ABBREVIATIONS
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INSET PLAN
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ELECTRICAL
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ELECTRICAL ONE-LINE DIAGRAM
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ELECTRICAL WIRING SCHEDULE
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STRUCTURAL STANDARD DETAILS
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LEGEND
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DATE:
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AutoCAD SHX Text MARK D. HADLOCK, P.E., STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE NO. 56871 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY MARK D. HADLOCK, P.E., ON THE DATE INDICATED ON COVER PAGE (G1). 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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APPEARS ON OR IS CUT ON
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EXISTING FENCE
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CONCRETE
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PROPERTY BOUNDARY
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LIMEROCK
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PLAN SHEET DESIGNATION
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COMPACTED SUBGRADE
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TRENCH GRAVEL
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SUBGRADE OR BACKFILL
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ROADWAY SUBBASE
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PROTECTIVE SOIL/DRAINAGE LAYER
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GRASS (OR APPROVED ALTERNATE)
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PROPOSED ASPHALT
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EXISTING CLASS I LANDFILL LIMITS
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EXISTING GROUNDWATER MONITORING WELL
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EXISTING PIEZOMETER
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DRAINAGE MEDIA
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SPT BORING
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GW-25
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MW-18
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SPT-27
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EXISTING GAS PROBE
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GP-7
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PERFORATED PIPE
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GEOCOMPOSITE
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GCL
PROPOSED FENCE
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D
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8 7 6 5 4 3 2 1
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730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377-5821
GENERAL NOTES
GENERAL NOTES
HEALTH AND SAFETY NOTES
CHAINLINK FENCE NOTES
DEWATERING NOTES
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LTR.
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DATE
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REVISIONS
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BY
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APPRD.
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DESIGNED
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DRAWN
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CHECKED
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DATE:
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FEB 2024
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PROJECT NO:
AutoCAD SHX Text 19006-074-01
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DWG NO:
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INDEX NO:
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SSIMS
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MHADLOCK
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AutoCAD SHX Text MARK D. HADLOCK, P.E., STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE NO. 56871 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY MARK D. HADLOCK, P.E., ON THE DATE INDICATED ON COVER PAGE (G1). 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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1. THIS PROJECT INVOLVES WORK ADJACENT TO AN ACTIVE THIS PROJECT INVOLVES WORK ADJACENT TO AN ACTIVE CLASS I LANDFILL. ENSURE WORKER HEALTH AND SAFETY IN COMPLIANCE WITH OSHA CHAPTERS 1910 AND 1926 (SPECIFICALLY WITH 1910.120), AND OTHER APPLICABLE REGULATIONS. A HEALTH AND SAFETY PLAN SHALL BE PREPARED AND APPROVED BY A CERTIFIED INDUSTRIAL HYGIENIST BEFORE ANY WORK ON-SITE. . 2. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PROTECT PERSONNEL FROM ASPHYXIATION, POISONING, EXPLOSION, AND/OR OTHER HAZARDS DUE TO THE PRESENCE OF LANDFILL GASES, LEACHATE, WASTE, ETC. 3. THE CONTRACTOR IS RESPONSIBLE FOR BECOMING FAMILIAR THE CONTRACTOR IS RESPONSIBLE FOR BECOMING FAMILIAR WITH THE OSHA EXCAVATION SAFETY STANDARDS AND ABIDING BY THEM AS COVERED UNDER THE FLORIDA TRENCH SAFETY ACT (LAWS OF FLORIDA 90-96) EFFECTIVE OCTOBER 1, 1990. 4. A SITE-SPECIFIC HEALTH AND SAFETY PLAN SHALL BE A SITE-SPECIFIC HEALTH AND SAFETY PLAN SHALL BE PREPARED BY THE CONTRACTOR BEFORE ANY WORK ON-SITE. 5. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH A THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH A WRITTEN STATEMENT BEFORE BEGINNING WORK THAT HE/SHE WILL COMPLY WITH APPLICABLE TRENCH SAFETY STANDARDS.
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1. NORTH, THE GRID, AND THE COORDINATES SHOWN HEREON ARE NORTH, THE GRID, AND THE COORDINATES SHOWN HEREON ARE REFERENCED TO THE WEST ZONE OF THE FLORIDA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD 83). 2. ALL ELEVATIONS SURVEYED WITHIN THE LIMITS OF CONSTRUCTION ALL ELEVATIONS SURVEYED WITHIN THE LIMITS OF CONSTRUCTION ARE PROVIDED BY HYATT, INC., DATED OCTOBER 13, 2022 AND ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29), UNLESS OTHERWISE NOTED. 3. ANY VERTICAL DATUM MONUMENT WITHIN THE LIMITS OF ANY VERTICAL DATUM MONUMENT WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF IN DANGER OF DAMAGE, THE COUNTY SHALL NOTIFY: REGIONAL GEODETIC ADVISOR DENIS RIORDAN NOAA/NATIONONAL GEODETIC SURVEY 1109 SOUTH MARION AVE, MS 2022 LAKE CITY FL 32025-5874 MOBILE: (240) 678-2107 E-MAIL: DENIS.RIORDAN@NOAA.GOV 4. CONSTRUCTION MONUMENTS FOR VERTICAL AND HORIZONTAL CONSTRUCTION MONUMENTS FOR VERTICAL AND HORIZONTAL CONTROL HAVE BEEN PROVIDED AT THE PROJECT SITE. THE CONTRACTOR SHALL VERIFY THE ACCURACY OF THESE MONUMENTS TO THEIR OWN SATISFACTION. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PROPER VERTICAL AND HORIZONTAL ALIGNMENT OF CONSTRUCTED FACILITIES AND FINISHED GRADE. 5. THE CONTRACTOR SHALL PROVIDE A PROFESSIONAL SURVEYOR THE CONTRACTOR SHALL PROVIDE A PROFESSIONAL SURVEYOR AND MAPPER LICENSED IN FLORIDA TO ESTABLISH THE CONSTRUCTION SITE LAYOUT, PERFORM TOPOGRAPHIC SURVEYS, AND PERFORM ALL OTHER REQUIRED SURVEYING SERVICES. 6. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARING THESE PLANS. BEFORE CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES (WHETHER OR NOT SHOWN ON THE PLANS) AFFECTING THEIR OWN WORK. 7. THE INFORMATION PROVIDED IN THESE PLANS IS SOLELY TO THE INFORMATION PROVIDED IN THESE PLANS IS SOLELY TO ASSIST THE CONTRACTOR IN ASSESSING THE NATURE AND EXTENT OF THE CONDITIONS THAT MAY BE ENCOUNTERED DURING THE COURSE OF WORK. BEFORE BIDDING, ALL CONTRACTORS ARE DIRECTED TO CONDUCT WHATEVER INVESTIGATIONS THEY MAY DEEM NECESSARY TO ARRIVE AT THEIR OWN CONCLUSIONS REGARDING THE ACTUAL CONDITIONS THAT WILL BE ENCOUNTERED, AND UPON WHICH THEIR BIDS SHALL BE BASED. 8. THE CONTRACTOR SHALL BE AWARE THAT SOME UTILITY THE CONTRACTOR SHALL BE AWARE THAT SOME UTILITY CONFLICTS MAY EXIST. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING ANY AND ALL EXISTING UTILITIES ON THIS PROJECT WITHOUT INCREASE IN THE CONTRACT PRICE OR TIME. 9. FIELD CONDITIONS MAY NECESSITATE SLIGHT ALIGNMENT AND FIELD CONDITIONS MAY NECESSITATE SLIGHT ALIGNMENT AND GRADE DEVIATION OF THE PROPOSED CONSTRUCTION TO AVOID OBSTACLES, AS ORDERED BY THE ENGINEER. THE CONTRACTOR SHALL CONSTRUCT THE PROPOSED FACILITIES TO THE ORDERED DEVIATION WITHOUT INCREASE IN THE CONTRACT PRICE OR TIME. 10. THE CONTRACTOR SHALL PROVIDE AT LEAST 48 HOURS NOTICE THE CONTRACTOR SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES TO PERMIT THE LOCATION OF EXISTING UNDERGROUND UTILITIES IN ADVANCE OF CONSTRUCTION. CONTACT UTILITIES NOTIFICATION CENTER AT 811 OR 1-800-432-4770. 11. THE CONTRACTOR SHALL REPLACE ALL EXISTING PAVING, THE CONTRACTOR SHALL REPLACE ALL EXISTING PAVING, STABILIZED EARTH, CURBS, DRIVEWAYS, SIDEWALKS, FENCES, MAILBOXES, GRASSING, SIGNS, AND OTHER IMPROVEMENTS WITH THE SAME TYPE OF MATERIAL THAT WAS REMOVED DURING CONSTRUCTION OR AS DIRECTED BY THE ENGINEER WITHOUT INCREASE IN THE CONTRACT PRICE OR TIME. 12. THE CONTRACTOR SHALL PROVIDE WARNING SIGNALS, SIGNS, THE CONTRACTOR SHALL PROVIDE WARNING SIGNALS, SIGNS, LIGHTS, BARRICADES, FLAGMEN, ETC. IN ACCORDANCE WITH OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT), AND OTHER APPLICABLE REGULATORY REQUIREMENTS AND AS OTHERWISE NECESSARY TO PROVIDE FOR SITE SAFETY DURING CONSTRUCTION. 13. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY WHEN CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS ARE DISCOVERED. 14. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH EXISTING ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH EXISTING COUNTY DESIGN AND CONSTRUCTION STANDARDS UNLESS THOSE STANDARDS CONFLICT WITH THESE CONTRACT DOCUMENTS IN WHICH CASE THESE CONTRACT DOCUMENTS SHALL GOVERN. SUCH CONFLICTS SHALL IMMEDIATELY BE BROUGHT TO THE ENGINEER'S ATTENTION. 15. ALL PIPING SHALL HAVE A MINIMUM COVER OF 30 INCHES ALL PIPING SHALL HAVE A MINIMUM COVER OF 30 INCHES BELOW FINAL GRADE UNLESS OTHERWISE NOTED. 16. WHERE DEFLECTION OF PRESSURE PIPE EITHER HORIZONTALLY WHERE DEFLECTION OF PRESSURE PIPE EITHER HORIZONTALLY OR VERTICALLY IS NECESSARY, PIPE DEFLECTION SHALL NOT EXCEED 75 PERCENT OF THE MANUFACTURER'S RECOMMENDED DEFLECTION ANGLE. THE MINIMUM PIPE RADIUS SHALL BE 25 PERCENT IN EXCESS OF THE MANUFACTURER'S RECOMMENDED MINIMUM RADIUS. 17. THE CONTRACTOR SHALL PREVENT DISTURBANCE TO AND THE CONTRACTOR SHALL PREVENT DISTURBANCE TO AND UNDERMINING OF ADJACENT STRUCTURES, SLABS, PIPING, AND OTHER UTILITIES OR FACILITIES DURING CONSTRUCTION. 18. THE CONTRACTOR SHALL VERIFY ALL CLEARANCES BEFORE THE CONTRACTOR SHALL VERIFY ALL CLEARANCES BEFORE CONSTRUCTION. 19. ALL PIPING SHALL BE PROPERLY SUPPORTED. ALL PIPING THAT ALL PIPING SHALL BE PROPERLY SUPPORTED. ALL PIPING THAT WILL BE PRESSURIZED DURING OPERATION SHALL BE PROPERLY RESTRAINED. 20. FACILITIES PROVIDED UNDER THIS PROJECT SHALL BE CLEANED FACILITIES PROVIDED UNDER THIS PROJECT SHALL BE CLEANED AT THE CLOSE OF CONSTRUCTION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 21. CONSTRUCTION MONUMENTS FOR VERTICAL AND HORIZONTAL CONSTRUCTION MONUMENTS FOR VERTICAL AND HORIZONTAL CONTROL HAVE BEEN PROVIDED AT THE PROJECT SITE. THE CONTRACTOR SHALL VERIFY THE ACCURACY OF THESE MONUMENTS TO THEIR OWN SATISFACTION. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PROPER VERTICAL AND HORIZONTAL ALIGNMENT OF CONSTRUCTED FACILITIES AND FINISHED GRADE. 22. THE CONTRACTOR SHALL PROVIDE A PROFESSIONAL LAND THE CONTRACTOR SHALL PROVIDE A PROFESSIONAL LAND SURVEYOR LICENSED IN FLORIDA TO ESTABLISH THE CONSTRUCTION SITE LAYOUT, PERFORM TOPOGRAPHIC SURVEYS, AND PERFORM ALL OTHER REQUIRED SURVEYING SERVICES. 23. THE CONTRACTOR SHALL TAKE WHATEVER MEANS NECESSARY TO THE CONTRACTOR SHALL TAKE WHATEVER MEANS NECESSARY TO PROTECT MONITORING WELLS FROM DAMAGE DURING CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE MONITORING WELLS DAMAGED DURING CONSTRUCTION WITH LIKE MATERIALS AND CONSTRUCTION METHODS AS APPROVED BY THE ENGINEER AND THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) WITHOUT INCREASE IN THE CONTRACT PRICE OR TIME. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD DAMAGE OCCUR TO ANY MONITORING WELLS. 24. THE CONTRACTOR SHALL COMPLY WITH ALL TERMS, CONDITIONS, THE CONTRACTOR SHALL COMPLY WITH ALL TERMS, CONDITIONS, AND REQUIREMENTS OF ALL APPLICABLE PERMITS, INCLUDING BUT NOT LIMITED TO FDEP AND WATER MANAGEMENT DISTRICT PERMITS FOR THE SITE. 25. THE CONTRACTOR SHALL NOT INTERFERE WITH FACILITY THE CONTRACTOR SHALL NOT INTERFERE WITH FACILITY OPERATIONS. THE CONTRACTOR SHALL COORDINATE WITH AND NOTIFY THE OWNER A MINIMUM OF 48 HOURS IN ADVANCE OF ALL PLANNED UTILITY OUTAGES AND ROAD CROSSINGS. 26. BEFORE BEGINNING WORK, THE CONTRACTOR SHALL PROVIDE BEFORE BEGINNING WORK, THE CONTRACTOR SHALL PROVIDE STORMWATER AND EROSION CONTROL PLANS TO PREVENT PONDING AND CONTROL EROSION AND RUNOFF. NO PONDING OF WATER SHALL BE ALLOWED. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO PREVENT EROSION AND SHALL BE RESPONSIBLE FOR ALL WORK, INCLUDING PROVIDING EQUIPMENT, LABOR, FILL, ETC NECESSARY TO REMEDIATE AND/OR RESTORE ALL AREAS IMPACTED BY EROSION. 27. , , & ARE EXAMPLES OF DRAWING ELEMENTS , , & ARE EXAMPLES OF DRAWING ELEMENTS THAT HAVE BEEN SCREENED/SHADOWED TO INDICATE EXISTING CONDITIONS THAT WERE PREVIOUSLY PERMITTED AND/OR CONSTRUCTED. 28. THE CONTRACTOR SHALL MAINTAIN A CLEAR PATH FOR ALL THE CONTRACTOR SHALL MAINTAIN A CLEAR PATH FOR ALL SURFACE WATER DRAINAGE STRUCTURES AND DITCHES DURING ALL PHASES OF CONSTRUCTION AND SHALL USE WHATEVER MEANS NECESSARY TO MANAGE STORMWATER SUCH THAT THE IMPACT TO CONSTRUCTION IS MINIMIZED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF DAMAGE DUE TO STORMWATER. 29. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ENVIRONMENTAL THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ENVIRONMENTAL PROTECTION DURING THE TERM OF THE CONTRACT, INCLUDING THE WARRANTY PERIOD. THE CONTRACTOR'S OPERATIONS SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL REGULATIONS, INCLUDING BUT NOT LIMITED TO THOSE PERTAINING TO WATER, AIR, SOLID WASTE, HAZARDOUS WASTE MATERIALS, OILY SUBSTANCES, AND NOISE POLLUTION. THE CONTRACTOR SHALL IMPLEMENT EROSION AND SEDIMENTATION CONTROL MEASURES AS NECESSARY TO COMPLY WITH THESE REGULATIONS FOR BOTH TEMPORARY AND PERMANENT CONSTRUCTION. 30. UNLESS OTHERWISE NOTED IN THE CONTRACT DOCUMENTS, UNLESS OTHERWISE NOTED IN THE CONTRACT DOCUMENTS, PIPING AND FITTINGS SHALL BE HIGH-DENSITY POLYETHYLENE (HDPE) STANDARD DIMENSION RATIO (SDR) 11. 31. ALL HDPE PIPING AND FITTINGS SHALL BE IRON PIPE SIZE (IPS) ALL HDPE PIPING AND FITTINGS SHALL BE IRON PIPE SIZE (IPS) UNLESS OTHERWISE NOTED IN THE CONTRACT DOCUMENTS. 32. ALL HARDWARE (E.G., NUTS, BOLTS, WASHERS, ETC) SHALL BE ALL HARDWARE (E.G., NUTS, BOLTS, WASHERS, ETC) SHALL BE 316 STAINLESS STEEL, UNLESS OTHERWISE NOTED IN PLANS OR SPECIFICATIONS. 33. INSTALL BOLLARDS PER BOLLARD DETAIL 2 ON SHEET M10 INSTALL BOLLARDS PER BOLLARD DETAIL 2 ON SHEET M10 M10 WHERE APPLICABLE. 34. SOD ALL DISTURBED AREAS AND SLOPES.SOD ALL DISTURBED AREAS AND SLOPES.
1. SHALL BE FDOT INDEX 802 AND 550. SHALL BE FDOT INDEX 802 AND 550. 2. SHALL BE 6' HIGH, TYPE B WITH GALVANIZED STEEL POSTS. SHALL BE 6' HIGH, TYPE B WITH GALVANIZED STEEL POSTS. 3. 3 STRANDS BARBED WIRE FACING OUTWARDS. 3 STRANDS BARBED WIRE FACING OUTWARDS. 4. INCLUDES 3 PEDESTRIAN GATES. INCLUDES 3 PEDESTRIAN GATES. 5. CHAIN LINK FENCE SHALL BE COATED IN BLACK VINYL. CHAIN LINK FENCE SHALL BE COATED IN BLACK VINYL. 6. FENCE TO CONNECT TO PUMP STATION EXTERIOR WALLS WITH FENCE TO CONNECT TO PUMP STATION EXTERIOR WALLS WITH END POSTS SECURED TO CONCRETE WALL. 7. TRIM FENCE FABRIC AS NEEDED TO CROSS SIDE SLOPE TRIM FENCE FABRIC AS NEEDED TO CROSS SIDE SLOPE RISERS.
1. ANY DISCHARGE FROM DEWATERING ACTIVITIES SHALL BE ANY DISCHARGE FROM DEWATERING ACTIVITIES SHALL BE FILTERED AND CONVEYED TO ADJACENT GRASSED AREA FOR INFILTRATION. NO RUN-OFF IS PERMITTED. 2. DEWATERING SHALL BE PERFORMED BY THE CONTRACTOR TO DEWATERING SHALL BE PERFORMED BY THE CONTRACTOR TO INSTALL AND CONSTRUCT THE WORK IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. DEWATERING DISCHARGE SHALL BE IN ACCORDANCE WITH APPLICABLE REGULATIONS AND REQUIREMENTS OF AGENCIES WITH JURISDICTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEVELOPING A DEWATERING PLAN AND OBTAINING ALL NECESSARY PERMITS WITHOUT INCREASE IN CONTRACT PRICE OR TIME. 3. GROUND WATER IS ESTIMATED TO BE APPROXIMATELY 2-FT GROUND WATER IS ESTIMATED TO BE APPROXIMATELY 2-FT BELOW EXISTING GRADE.
COORDINATE TABLE COORDINATE TABLE COORDINATE TABLE
COORDINATE TABLE
LEACHATE STORAGE PONDS
SARASOTA COUNTY, FLORIDA
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BI
D
DO
CU
M
EN
TS
B
C
D
E
F
A
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
B
C
D
E
F
A
730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377-5821
COORDINATE TABLE
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DATE:
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AutoCAD SHX Text MARK D. HADLOCK, P.E., STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE NO. 56871 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY MARK D. HADLOCK, P.E., ON THE DATE INDICATED ON COVER PAGE (G1). 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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SITE PLAN AND KEY MAP
PHASE II PHASE I (CLOSED) GRAPHIC SCALE
LEACHATE STORAGE PONDS
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STORAGE PONDS
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AutoCAD SHX Text MARK D. HADLOCK, P.E., STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE NO. 56871 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY MARK D. HADLOCK, P.E., ON THE DATE INDICATED ON COVER PAGE (G1). 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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ADMINISTRATION BUILDING
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SCALE FACILITIES
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CONTRACTOR MAINTENANCE BUILDING
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COUNTY MAINTENANCE BUILDING
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ACCESS ROAD (TYP)
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MODEL AIRPLANE FIELD
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POND #7
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POND #6
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POND #5
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C&D PROCESSING FACILITY
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170 FT. FLORIDA POWER & LIGHT EASEMENT
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COW PEN SLOUGH CANAL
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OLD COW PEN SLOUGH
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WASTE TIRE PROCESSING FACILITY
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SPECIAL EXCEPTION BOUNDARY
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ENTRANCE ROAD
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YARD WASTE MULCHING/COMPOSTING OPERATION
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WHITE GOODS AND RECYCLABLES
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CITIZEN CONVENIENCE CENTER
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LFGCCS (FLARE)
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LFGTE FACILITY
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NOTE: AERIAL PHOTOGRAPH DATED DECEMBER 20, 2022
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EXISTING WELL AND BORING SITE PLAN
GRAPHIC SCALE
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AutoCAD SHX Text MARK D. HADLOCK, P.E., STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE NO. 56871 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY MARK D. HADLOCK, P.E., ON THE DATE INDICATED ON COVER PAGE (G1). 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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LEACHATE STORAGE FACILITY
RIM EL=23.15'
RIM EL=22.55'
RIM EL=21.06'
RIM EL=21.69'
INV RCP 14X23=18.05
INV RCP 14X23=18.07
INV 14X23 RCP=17.60 INV 14X23 RCP=17.59
INV 14X23 RCP=17.56
INV 14X23 RCP=17.52
GRATE EL=21.30
LEACHATE STORAGE PONDS
SARASOTA COUNTY, FLORIDA
CCSWDC
BI
D
DO
CU
M
EN
TS
B
C
D
E
F
A
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
B
C
D
E
F
A
730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377-5821
GRAPHIC SCALE
EXISTING CONDITIONS
SURVEYOR NOTES:
SITE BENCH MARKS
BM #
NORTHING
1039235.980
1039103.136
EASTING
530910.570
531448.489
ELEVATION
21.21'
22.12'
DESCRIPTION
TP IRS LB 7203
TP NDS LB 7203
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CONCRETE DRIVE
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EXISTING 1,800,000 GALLON LEACHATE STORAGE TANK
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ASPHALT PAVEMENT
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ASPHALT PAVEMENT
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GRAVEL
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GRAVEL
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CONC PAD WITH STAIRS
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CONC PAD WITH STAIRS
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CONC PAD WITH STAIRS
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ASPHALT PAVEMENT
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CONC PAD WITH MECHANICAL PIPING
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CONC PAD PRESSURE TANK
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CONC PAD WITH TRANSFORMER
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6" PVC
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4" PVC
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8" DIP
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GRAVEL AREA
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1'X1' POLE
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PID 0343001000
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LTR.
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BY
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DESIGNED
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DRAWN
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CHECKED
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AutoCAD SHX Text SAVED: 1/23/2024 1:49 PM PUPSTILL Y:\19006-SARASOTACOUNTY\PROJECTS\074-01-CCSWDCLEACHATESTORAGEUNIT\CAD\DWGS\CIVIL\19006074-C03.DWG
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DATE:
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PROJECT NO:
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SSIMS
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MHADLOCK
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AutoCAD SHX Text MARK D. HADLOCK, P.E., STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE NO. 56871 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY MARK D. HADLOCK, P.E., ON THE DATE INDICATED ON COVER PAGE (G1). 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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1. THIS SURVEY IS REFERENCED TO A GRID PROJECTION OF THE STATE PLANE COORDINATE SYSTEM OF FLORIDA WEST ZONE (NAD 83/11). THIS SURVEY IS REFERENCED TO A GRID PROJECTION OF THE STATE PLANE COORDINATE SYSTEM OF FLORIDA WEST ZONE (NAD 83/11). 2. THIS SURVEY WAS COMPLETED USING TRIMBLE REAL-TIME KINEMATIC GPS AND ROBOTIC TOTAL STATION. THIS SURVEY WAS COMPLETED USING TRIMBLE REAL-TIME KINEMATIC GPS AND ROBOTIC TOTAL STATION. 3. THIS IS NOT A BOUNDARY SURVEY THIS IS NOT A BOUNDARY SURVEY 4. THE FOLLOWING NATIONAL GEODETIC SURVEY CONTROL POINT WAS RECOVERED AND UTILIZED FOR THE ELEVATIONS HEREIN: "SITE BM 28 "NGVD 1929 ELEVATION 26.168' THE FOLLOWING NATIONAL GEODETIC SURVEY CONTROL POINT WAS RECOVERED AND UTILIZED FOR THE ELEVATIONS HEREIN: "SITE BM 28 "NGVD 1929 ELEVATION 26.168' 5. ORIGINAL SHEET SIZE IS 24"X36". ORIGINAL SHEET SIZE IS 24"X36". 6. THIS SURVEY IS SUBJECT TO PERTINENT EASEMENTS, RIGHTS-OF-WAY AND RESTRICTIONS OF RECORD, IF ANY. THIS SURVEY IS SUBJECT TO PERTINENT EASEMENTS, RIGHTS-OF-WAY AND RESTRICTIONS OF RECORD, IF ANY. 7. THIS SURVEY DRAWING WAS PREPARED FOR THE EXCLUSIVE USE OF THE PARTY OR PARTIES CERTIFIED TO BELOW FOR THE EXPRESS PURPOSE STATED HEREON AND/OR THIS SURVEY DRAWING WAS PREPARED FOR THE EXCLUSIVE USE OF THE PARTY OR PARTIES CERTIFIED TO BELOW FOR THE EXPRESS PURPOSE STATED HEREON AND/OR CONTAINED IN THE CONTRACT BETWEEN HYATT SURVEY SERVICES, INC. AND THE CLIENT FOR THIS PROJECT. COPYING, DISTRIBUTING AND/OR USING THIS DRAWING, IN WHOLE OR IN PART FOR ANY PURPOSE OTHER THAN ORIGINALLY INTENDED WITHOUT WRITTEN CONSENT FROM HYATT SURVEY SERVICES, INC. IS STRICTLY PROHIBITED AND RENDERS THE SURVEYOR'S CERTIFICATION, SIGNATURE AND SEAL NULL AND VOID. ANY QUESTIONS CONCERNING THE CONTENT OR PURPOSE OF THIS DRAWING SHOULD BE DIRECTED TO HYATT SURVEY SERVICES, INC.
RIM EL=21.06'
GRATE EL=21.30
FMFMFM
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GRADING PLANLEACHATE STORAGE PONDS
SARASOTA COUNTY, FLORIDA
CCSWDC
BI
D
DO
CU
M
EN
TS
B
C
D
E
F
A
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
B
C
D
E
F
A
730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377-5821
PROPOSED LEACHATE
STORAGE PONDS
A
B
GRAPHIC SCALE
A
UNDERDRAIN NOTES
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PUMP
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LTR.
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DATE
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REVISIONS
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BY
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APPRD.
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DESIGNED
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DRAWN
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CHECKED
AutoCAD SHX Text Plot: 2/16/2024 01:45 PM ALI'IMO TOSI
AutoCAD SHX Text SAVED: 1/26/2024 2:47 PM ATOSI Y:\19006-SARASOTACOUNTY\PROJECTS\074-01-CCSWDCLEACHATESTORAGEUNIT\CAD\DWGS\CIVIL\19006074-C04.DWG
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DATE:
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FEB 2024
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PROJECT NO:
AutoCAD SHX Text 19006-074-01
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DWG NO:
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INDEX NO:
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SSIMS
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MHADLOCK
AutoCAD SHX Text TMcKNIGHT
AutoCAD SHX Text MARK D. HADLOCK, P.E., STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE NO. 56871 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY MARK D. HADLOCK, P.E., ON THE DATE INDICATED ON COVER PAGE (G1). 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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EXISTING LEACHATE STORAGE FACILITY
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3:1 (TYP)
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3:1 (TYP)
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(TYP)
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PUMP STATION (SEE MECHANICAL PLANS)
AutoCAD SHX Text 9.2%%%
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DIRECTION OF TRAFFIC (ONE-WAY ROAD)(TYP)
AutoCAD SHX Text 9.2%%%
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DRIVEWAY ACCESS
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POND 1
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POND 2
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CONCRETE RETAINING WALL (SEE STRUCTURAL PLANS)
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UNDERDRAIN (SEE NOTES)
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UNDERDRAIN W/ MES IE = 18.60
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3:1 (TYP)
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(TYP)
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MATCH EXISTING PAVEMENT/GRADE (TYP)
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ASPHALT PAVEMENT SEE DETAIL
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LEACHATE STORAGE PONDS ANCHOR TRENCH SEE DETAIL
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EDGE OF LINER
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DOUBLE SYNTHETIC LINER SEE DETAIL
AutoCAD SHX Text 2 EXISTING 50 LF 12"x18" ERCP W/MES (N) IE = 18.4
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WALK-THROUGH GATE PER FDOT
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WEIR (SEE STRUCTURAL PLANS)
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HP = 20.00
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SOLID WALL DRAIN PIPE W/ MES IE = 19.10
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FDOT TYPE C INLET GRATE EL = 21.00 IE = 20.00
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PERFORATED
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MATCH EXISTING PAVEMENT/GRADE (TYP)
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SOLID
AutoCAD SHX Text 26.90
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AutoCAD SHX Text 25.70
AutoCAD SHX Text 27.00
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EXISTING EDGE OF GRAVEL (TYP)
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LEACHATE STORAGE PONDS DETECTION SYSTEM SEE DETAIL
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1. SHALL BE FDOT INDEX 440 AND 286 SHALL BE FDOT INDEX 440 AND 286 2. SHALL BE TYPE II, FILTER FABRIC D-3, 4" SDR 21 HDPE, WASHED QUARTZ OR SHALL BE TYPE II, FILTER FABRIC D-3, 4" SDR 21 HDPE, WASHED QUARTZ OR GRANITE No. 57 STONE. 3. MAINTAIN UNIFORM SLOPE TO OUTLET. DEPTH WILL VARY BASED ON LOCAL MAINTAIN UNIFORM SLOPE TO OUTLET. DEPTH WILL VARY BASED ON LOCAL GRADES. 4. USE SOLID-WALLED PIPE UNDER DRIVEWAYS WITHOUT GRAVEL AND GEOTEXTILE. USE SOLID-WALLED PIPE UNDER DRIVEWAYS WITHOUT GRAVEL AND GEOTEXTILE. 5. GRADING SHOWN WITH THE LIMITS OF THE POND IS THE TOP OF THE GRADING SHOWN WITH THE LIMITS OF THE POND IS THE TOP OF THE SECONDARY GEOMEMBRANE.
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LINER TO CONCRETE ATTACHMENT
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FENCE AND GATE (SEE NOTES ON G4)G4))
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GRAVEL BORDER SEE DETAIL
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NOTE: GRAVEL BORDER IS ONLY UNDER ABOVE GROUND VALVES
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HP = 22.00
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FENCE AND GATE (SEE NOTES ON G4)G4))
AutoCAD SHX Text 27.00
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AutoCAD SHX Text 25.54
AutoCAD SHX Text 22.64
AutoCAD SHX Text 26.60
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AutoCAD SHX Text 26.70
26.70
0+00 1+00 2+00 3+00 4+00 5+00
0+00 1+00 2+00 3+00 4+00 5+00 5+30
SECTIONS
GRAPHIC SCALE
LEACHATE STORAGE PONDS
SARASOTA COUNTY, FLORIDA
CCSWDC
BI
D
DO
CU
M
EN
TS
B
C
D
E
F
A
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
B
C
D
E
F
A
730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377-5821
GRAPHIC SCALE
SECTION B
SECTION A
NOTE
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