DANLEYDRIVE - Lee County Southwest Florida Documents... · 2019-05-30 · beacon manor drive danley drive us 41 6200 whiskey creek dr. fort myers, fl. 33919 phone: (239) 985-1200
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BEACON MANOR DRIVE DANLEY DRIVE US 41 6200 Whiskey Creek Dr. Fort Myers, FL. 33919 Phone: (239) 985-1200 Florida Certificate of Authorization No.1772 1
FIRE HYDRANT ASSEMBLY WATER VALVE WATER METER BLOW OFF AIR RELEASE VALVE REDUCER 22 1/2° BEND45° BEND90° BENDTEE CROSS PLUG MITERED END SECTION
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EXISTING WATER MAIN
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EXISTING FORCE MAIN
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EXISTING STORM DRAIN
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EXISTING TELEPHONE
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EXISTING ELECTRICAL
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EXISTING TV
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EDGE OF PAVEMENT
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EASEMENT
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SIDEWALK
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FACE OF/BACK OF CURB
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LEGEND
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ABBREVIATIONS:
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CASING PIPE
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GENERAL NOTES
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ANSI
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APT
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ARV
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ASTM
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AVE
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AWWA
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BLVD
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B/L
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BM
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BV
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CA
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CC
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CI
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CL
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CLY
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CO
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CONC
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CORP.
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CP
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CT
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CTS
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D.I.P.
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DIA
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DR
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ESMT
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ELEV
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EOP
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EX
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FFE
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FDOT
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FM
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FT
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GALV
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GV
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HDPE
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INV
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L
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LF
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LN
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MAX
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MH
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MIN
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MJ
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NO.
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NTS
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OBG
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PGL
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PL
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PSI
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PVC
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PVMT
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R
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RCP
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RD
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RED.
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REQD
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RMJ
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RW/R.O.W.
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SCD
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SCO
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SDR
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SMH
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SS
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ST
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STA
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SW
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TYP
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UE
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VCP
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WAS
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OC/EW
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FLG
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PPW
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PPC
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AMERICAN NATIONAL STANDARDS INSTITUTE
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APARTMENT
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AIR RELEASE VALVE
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AMERICAN SOCIETY FOR TESTING AND MATERIAL
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AVENUE
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AMERICAN WATER WORKS ASSOCIATION
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BOULEVARD
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BASE LINE
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BENCH MARK
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BUTTERFLY VALVE
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ASBESTOS CEMENT
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CENTER TO CENTER
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CAST IRON
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CLASS/CENTERLINE
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CLAY
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CLEANOUT
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CONCRETE
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CORPORATION
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CONTROL PANEL
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COURT
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COPPER TUBE SIZE
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DUCTILE IRON PIPE
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DIAMETER
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DRIVE/DIMENSION RATIO
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EASEMENT
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ELEVATION
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EDGE OF PAVEMENT
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EXISTING
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FINISH FLOOR ELEVATION
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FLORIDA DEPARTMENT OF TRANSPORTATION
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FORCE MAIN
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FEET
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GALVANIZED
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GATE VALVE
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HIGH-DENSITY POLYETHYLENE
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INVERT
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LEFT OF CENTERLINE
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LINEAR FEET
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LANE
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MAXIMUM
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MANHOLE
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MINIMUM
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MECHANICAL JOINT
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NUMBER
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NOT TO SCALE
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OPTIONAL BASE GROUP
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PROFILE GRADE LINE
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PLACE
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PER SQUARE INCH
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POLYVINYL CHLORIDE
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PAVEMENT
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RIGHT OF CENTERLINE
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REINFORCED CONCRETE PIPE
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ROAD
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REDUCER
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REQUIRED
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RESTRAINED MECHANICAL JOINT
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RIGHT OF WAY
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SCRUBBER DUCT
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SEWER CLEANOUT
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STANDARD DIMENSION RATIO
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SANITARY MANHOLE
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SANITARY SEWER/STAINLESS STEEL
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STREET
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STATION
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SOLVENT WELD
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TYPICAL
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UNDERGROUND ELECTRIC
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VITRIFIED CLAY PIPE
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WASTE ACTIVATED SLUDGE
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ON CENTER EACH WAY
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FLANGED PIPE FITTING
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POWER POLE WOOD
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POWER POLE CONCRETE
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BE
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BURIED ELECTRIC
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BT
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BURIED TELEPHONE
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FO
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FIBER OPTIC
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SW
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SIDEWALK
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AI
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AERATED INFLUENT
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ASHT
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AERATED SLUDGE HOLDING TANK
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ASFT
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AERATED SLUDGE FEED TANK
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EQ
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EQUALIZATION
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GD
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GRAVITY DRAIN
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SHC
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SODIUM HYPOCHLORITE
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WM
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WATER METER/WATER MAIN
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RAS
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RETURN ACTIVATED SLUDGE
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SPECIFICATIONS
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DFM
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DRAINAGE FORCE MAIN
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DRN
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DRAIN
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SAN
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SANITARY
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SCH
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SCHEDULE
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1. ALL ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) - 1988. FOR NATIONAL ALL ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) - 1988. FOR NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D.) - 1929 CONVERSION, ADD 1.18' TO (N.A.V.D.) ELEVATION. THE THE RECORD DRAWINGS SHALL REFERENCE THE NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) - 1988. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPLACE ANY EXISTING LANDSCAPING (I.E. SOD, BUSHES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPLACE ANY EXISTING LANDSCAPING (I.E. SOD, BUSHES, TREES, ETC.) AND SPRINKLER PIPE, SPRINKLER HEADS, FENCING AND ALL IDENTIFIED IMPROVEMENTS THAT MAY HAVE TO BE REMOVED OR HAVE BEEN DAMAGED OR INJURED DURING CONSTRUCTION, NOT IDENTIFIED TO BE REMOVED BY WATER MAIN OR SIDEWALK IMPROVEMENT. CONTRACTOR TO REPLACE OR REPAIR ANY DAMAGED PROPERTY OR IMPROVEMENTS TO A CONDITION EQUAL TO OR BETTER THAN EXISTED PRIOR TO CONSTRUCTION. CONTRACTOR MUST COMPLY WITH ALL PROVISIONS OF FLORIDA STATUTE 556, THE UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY ACT. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND EXISTING UTILITIES PRIOR TO CONSTRUCTION. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD LOCATE, VERIFY AND PROTECT ANY EXISTING IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD LOCATE, VERIFY AND PROTECT ANY EXISTING UTILITIES. 5. EXTREME CAUTION TO BE USED WHEN EXCAVATING, AS NUMBER AND LOCATION OF EXISTING UTILITIES EXTREME CAUTION TO BE USED WHEN EXCAVATING, AS NUMBER AND LOCATION OF EXISTING UTILITIES HAVE BEEN NOTED BASED ON THE INFORMATION FURNISHED BY OTHERS. 6. DAMAGE TO EXISTING UTILITIES AND PROPERTY DURING CONSTRUCTION SHALL BE REPAIRED AND/OR DAMAGE TO EXISTING UTILITIES AND PROPERTY DURING CONSTRUCTION SHALL BE REPAIRED AND/OR REPLACED AT CONTRACTORS EXPENSE. 7. PIPE JOINT DEFLECTIONS SHALL NOT EXCEED MANUFACTURER'S SPECIFICATIONS. FITTINGS SHALL BE PIPE JOINT DEFLECTIONS SHALL NOT EXCEED MANUFACTURER'S SPECIFICATIONS. FITTINGS SHALL BE USED WHERE DEFLECTION EXCEEDS ALLOWABLE PIPE JOINT DEFLECTION. 8. ALL SUB-SURFACE INSTALLATIONS FOR WATER, SEWER, DRAINAGE AND PUBLIC UTILITIES SHALL BE ALL SUB-SURFACE INSTALLATIONS FOR WATER, SEWER, DRAINAGE AND PUBLIC UTILITIES SHALL BE INSTALLED PRIOR TO COMPACTION OF SUBGRADE AND ROADWAY CONSTRUCTION. 9. THE CONTRACTOR SHALL COMPLY WITH THE "STATE OF FLORIDA MANUAL OF TRAFFIC CONTROL AND THE CONTRACTOR SHALL COMPLY WITH THE "STATE OF FLORIDA MANUAL OF TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE, AND UTILITY OPERATIONS" WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", AND WITH LEE COUNTY DOT STANDARDS. CONTRACTOR IS RESPONSIBLE FOR PREPARATION OF, AND COMPLIANCE CONTRACTOR IS RESPONSIBLE FOR PREPARATION OF, AND COMPLIANCE WITH, MAINTENANCE OF TRAFFIC PLANS FOR ALL WORK. WITH, MAINTENANCE OF TRAFFIC PLANS FOR ALL WORK. . 10. TRAFFIC SIGNAL SYSTEMS, TRAFFIC LOOPS, INTERCONNECT CABLE, AND STREET LIGHTING SYSTEMS TRAFFIC SIGNAL SYSTEMS, TRAFFIC LOOPS, INTERCONNECT CABLE, AND STREET LIGHTING SYSTEMS SYSTEMS, TRAFFIC LOOPS, INTERCONNECT CABLE, AND STREET LIGHTING SYSTEMS SHALL BE MAINTAINED AT ALL TIMES; IF THE CABLE OR SYSTEM IS CUT OR DAMAGED AS A RESULT OF SUBJECT PROJECT AS DETERMINED BY THE COUNTY, THE CABLE OR SYSTEM SHALL BE REPAIRED IMMEDIATELY BY AN FDOT/LEE COUNTY APPROVED CONTRACTOR. ALL NECESSARY REPAIRS SHALL BE AT THE EXPENSE OF THE CONTRACTOR AND SHALL BE PERFORMED TO APPLICABLE FDOT AND LEE COUNTY DOT STANDARDS. 11. DRIVEWAYS, SIDEWALKS, AND OTHER RIGHT-OF-WAY OR EASEMENT ENCROACHMENTS SHALL BE DRIVEWAYS, SIDEWALKS, AND OTHER RIGHT-OF-WAY OR EASEMENT ENCROACHMENTS SHALL BE RESTORED EQUAL TO PRE-CONSTRUCTION CONDITIONS OR BETTER AND TO THE SATISFACTION OF THE ENGINEER, EXCEPT AS NOTED ON THE SIDEWALK PLAN. 12. CONTRACTOR SHALL MAINTAIN 10' MINIMUM CLEARANCE FROM ANY FPL ENERGIZED CONDUCTOR. CONTRACTOR SHALL MAINTAIN 10' MINIMUM CLEARANCE FROM ANY FPL ENERGIZED CONDUCTOR. REFER TO OSHA STANDARDS AND FPL REQUIREMENTS. 13. THE CONTRACTOR MUST COMPLY WITH ALL PROVISIONS OF FLORIDA STATUTE 556, THE UNDERGROUND THE CONTRACTOR MUST COMPLY WITH ALL PROVISIONS OF FLORIDA STATUTE 556, THE UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY ACT, AND LEE COUNTY UTILITY DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS. IN THE EVENT OF CONFLICT BETWEEN THE COUNTY UTILITIES STANDARDS MANUAL AND THIS ACT, THE MORE STRINGENT REQUIREMENT SHALL APPLY. 15. THE CONTRACTOR SHALL PROTECT ALL TREES AND IRRIGATION SYSTEM DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL ADJUST FINAL RIM ELEVATIONS OF METER BOXES, AIR RELEASE VALVECOVERS, ETC., AS REQUIRED TO MEET FINISHED GRADE. 17. CONTRACTOR SHALL PERFORM ALL HIS WORK WITHIN THE EASEMENTS OR RIGHT-OF-WAYS. 18. ALL DISTURBED AREAS WITH GROUND COVER SHALL RECEIVE SOLID SOD EQUAL TO PRE-EXISTING COVER OR AT A MINIMUM BAHIA SOD, EXCEPT AS NOTED ON THE SIDEWALK PLAN. CONTRACTOR IS RESPONSIBLE FOR MOWING AND MAINTENANCE OF THE RESTORED GROUND COVER UNTIL SUBSTANTIAL COMPLETION. 19. THE CONTRACTOR SHALL EXAMINE THE SITE AND BE RESPONSIBLE FOR UNDERTAKING HIS OWN SOIL BORINGS, PAVEMENT CORINGS AND GEOTECHNICAL INVESTIGATION PRIOR TO SUBMITTING HIS BID, TAKING INTO CONSIDERATION ALL CONDITIONS THAT MAY AFFECT HIS WORK. THE COUNTY AND THE ENGINEER WILL NOT ASSUME RESPONSIBILITY FOR SUB-SOIL QUALITY OR CONDITIONS; CONTRACTOR SHALL OBTAIN HIS OWN GEOTECHNICAL INFORMATION AS HE/SHE DEEMS NECESSARY. SUCH WORK WILL BE INCLUDED IN THE BID PRICE AS PART OF THE WORK AND NO SEPARATE PAYMENT WILL BE MADE. 20. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL FILL. CONTRACTOR SHALL BE RESPONIBLE FOR REMOVAL AND DISPOSAL OF ALL DEBRIS AND EXCESS MATERIAL. 21. THE CONTRACTOR IS RESPONSIBLE FOR BACKFILLING AND GRADING ALL DISTURBED AREAS IN CONJUNCTION WITH THE SIDEWALK PROJECT.
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1. ALL LEE COUNTY UTILITY STANDARD DETAILS AND SPECIFICATIONS (UTILITY STANDARDS) ARE ALL LEE COUNTY UTILITY STANDARD DETAILS AND SPECIFICATIONS (UTILITY STANDARDS) ARE APPLICABLE TO THIS PROJECT AND ARE MADE A PART OF THE CONTRACT DOCUMENTS BY REFERENCE. REFER TO LATEST EDITION AND REVISIONS OF THE COUNTY UTILITIES STANDARDS; IN THE EVENT OF CONFLICT BETWEEN THE COUNTY UTILITIES STANDARDS MANUAL AND THESE DRAWINGS, THE MORE STRINGENT REQUIREMENT SHALL APPLY. SPECIAL ATTENTION IS TO BE PAID TO THE FOLLOWING REQUIREMENTS, SPECIFIC TO THIS PROJECT: A. CONTRACTOR SHALL FLUSH AND PRESSURE TEST ALL NEW PIPING. REFER TO UTILITY STANDARDS. B. ALL WATER PIPING SHALL BE DUCTILE IRON, CLASS 250 PIPE. ALL FORCE MAIN PIPING SHALL BE GREEN PVC PIPE, AWWA C900 DR 14 PIPE. ALL FITTINGS SHALL BE RESTRAINED PER UTILITY STANDARDS. C. A COLOR PRE-CONSTRUCTION AUDIO-VIDEO RECORDING SHALL BE PERFORMED AND PROVIDED TO THE COUNTY AND ENGINEER PRIOR TO CONSTRUCTION. D. A RECORD SURVEY OF THE COMPLETED PROJECT SHALL BE PROVIDED BY A FLORIDA REGISTERED SURVEYOR. 2. THE CONTRACTOR SHALL COORDINATE ALL OUTAGES AND CONNECTIONS WITH COUNTY A MINIMUM OF THE CONTRACTOR SHALL COORDINATE ALL OUTAGES AND CONNECTIONS WITH COUNTY A MINIMUM OF TWO WEEKS PRIOR. 3. OPERATION OF CONSTRUCTION EQUIPMENT IS ONLY PERMITTED MONDAY THROUGH FRIDAY, 7:00 AM TO OPERATION OF CONSTRUCTION EQUIPMENT IS ONLY PERMITTED MONDAY THROUGH FRIDAY, 7:00 AM TO 7:00 PM. WORK SHALL BE PRE-APPROVED BY COUNTY FOR OPERATION OF ANY CONSTRUCTION EQUIPMENT DURING OTHER PERIODS. 4. ALL EXCAVATION SHALL BE UNCLASSIFIED WITH NO ADDITIONAL PAYMENT FOR ROCK EXCAVATION OR ALL EXCAVATION SHALL BE UNCLASSIFIED WITH NO ADDITIONAL PAYMENT FOR ROCK EXCAVATION OR DEWATERING. 5. THE CONTRACTOR SHALL PROVIDE 48 HOURS WRITTEN NOTICE TO THE ENGINEER, OWNERS THE CONTRACTOR SHALL PROVIDE 48 HOURS WRITTEN NOTICE TO THE ENGINEER, OWNERS REPRESENTATIVE, & LEE COUNTY PRIOR TO THE FOLLOWING ACTIVITIES: A. COMMENCEMENT. B. CHANGES TO APPROVED SCHEDULES, SUBCONTRACTORS, OR RESIDENT SUPERINTENDENT. C. WATER SYSTEM 1. HOT TAPS 2. PRESSURE TEST 3. CHLORINATION OF WATER LINES 4. FLUSHINGS 5. BACTERIOLOGICAL SAMPLINGS 6. FINAL CONNECTION OF NEW MAINS 7. FINAL ABANDONMENT OF EX. MAINS 8. WATER SERVICE & WATER METER SWITCH OVER 9. BACKFLOW DEVICE INSTALLATION D. WASTEWATER SYSTEM WASTEWATER SYSTEM 1. ALL PUMP STATION & FORCE MAIN OUTAGES. 2. PRESSURE TEST 3. FINAL CONNECTION OF NEW MAIN.
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TRAFFIC CONTROL NOTES:
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1. THE IMPLEMENTATION OF THE TRAFFIC CONTROL PLAN FOR THIS PROJECT SHALL BE IN ACCORDANCE THE IMPLEMENTATION OF THE TRAFFIC CONTROL PLAN FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD PART VI, TRAFFIC CONTROLS FOR STREET AND HIGHWAY CONSTRUCTION, AS REVISED TO DATE). FOR GENERAL TRAFFIC CONTROL ZONE REQUIREMENTS AND ADDITIONAL INFORMATION, REFER TO THE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION BOOKLET "DESIGN STANDARDS" DATED JULY, 2017 INDEX No's. 600 THROUGH 670, AS APPLICABLE. 2. WHERE "FLAGGER" AND "WORKER" SIGNS ARE USED, THE SIGNS SHALL BE COVERED OR REMOVED WHERE "FLAGGER" AND "WORKER" SIGNS ARE USED, THE SIGNS SHALL BE COVERED OR REMOVED DURING PERIODS WHEN CONSTRUCTION OPERATIONS ARE SUSPENDED SUCH AS NIGHTS, WEEKENDS OR HOLIDAYS. 3. PLACEMENT OF ALL CONSTRUCTION SIGNS SHALL BE FIELD LOCATED IN SUCH A WAY THAT WILL AVOID PLACEMENT OF ALL CONSTRUCTION SIGNS SHALL BE FIELD LOCATED IN SUCH A WAY THAT WILL AVOID OBSTRUCTION OF OR CONFLICT WITH EXISTING SIGNS. 4. ONE TRAVEL LANE SHALL BE KEPT OPEN FOR EACH DIRECTION WITHIN THE WORK AREA THROUGHOUT ONE TRAVEL LANE SHALL BE KEPT OPEN FOR EACH DIRECTION WITHIN THE WORK AREA THROUGHOUT THE DURATION OF CONSTRUCTION, EXCEPT WHEN A LANE CLOSURE OR DETOUR IS PERMITTED. WHEN DETOURS ARE ESTABLISHED, ROADWAY SHALL BE MADE AVAILABLE FOR LOCAL TRAFFIC AS NEEDED. 5. THE MINIMUM WIDTH OF ANY TRAVEL LANE AT ANY TIME SHALL BE 10 FEET. THE MINIMUM WIDTH OF ANY TRAVEL LANE AT ANY TIME SHALL BE 10 FEET. 6. THE CONTRACTOR SHALL PHASE HIS CONSTRUCTION OPERATIONS IN SUCH A WAY THAT WILL MAINTAIN THE CONTRACTOR SHALL PHASE HIS CONSTRUCTION OPERATIONS IN SUCH A WAY THAT WILL MAINTAIN EXISTING ACCESS TO ALL SIDE STREET AND DRIVEWAYS AT ALL TIMES. A FLAGGER SHALL BE USED AT TIMES WHEN 2 - WAY ACCESS (I.E. LANE CLOSURES) TO A SIDE STREET IS NOT PROVIDED. TO DIRECT VEHICLES ENTERING OR EXISTING THE SIDE STREET. ADDITIONAL FLAGGERS MAY BE NECESSARY WHEN WORK ZONE INCLUDES A SIDE STREET.
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SILT FENCE
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TCE
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LBE
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TEMPORARY CONSTRUCTION EASEMENT
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LANDSCAPE BUFFER EASEMENT
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CUE
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COLLIER UTILITY EASEMENT
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IQ
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IRRIGATION QUALITY
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MLP
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METAL LIGHT POLE
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SPECIAL PROJECT REQUIREMENTS:
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1. THE PROPOSED PROJECT SHALL BE CONSTRUCTED IN PHASES TO MAINTAIN EXISTING WATER SERVICE THE PROPOSED PROJECT SHALL BE CONSTRUCTED IN PHASES TO MAINTAIN EXISTING WATER SERVICE AT ALL TIMES, EXCEPT DURING INDIVIDUAL WATER SERVICE SWITCH OVER. EXISTING WATER SERVICE SWITCH OVERS SHALL BE COORDINATED IN ADVANCE WITH THE PROPERTY OWNER AND THE COUNTY.
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SPECIAL PROJECT REQUIREMENTS (CONT.)
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2. THE PROPOSED PROJECT SHALL BE CONSTRUCTED FROM THE WEST END OF BEACON MANOR DRIVE THE PROPOSED PROJECT SHALL BE CONSTRUCTED FROM THE WEST END OF BEACON MANOR DRIVE EASTWARD TO DANLEY DRIVE IN MULTIPLE PHASES. PHASE 1 SHALL BE FROM THE WEST END OF MULTIPLE PHASES. PHASE 1 SHALL BE FROM THE WEST END OF BEACON MANOR DRIVE, EAST OF THE FDOT R/W LINE (STATION 11+10) TO DANLEY DRIVE (STATION 23+50). 3. A TEMPORARY CONNECTION FOR PHASE 1 SHALL BE MADE AT (STATION 11+10) WITH A TEMPORARY A TEMPORARY CONNECTION FOR PHASE 1 SHALL BE MADE AT (STATION 11+10) WITH A TEMPORARY BLOWOFF AT THE EAST END. UPON CLEARANCE AND ACCEPTANCE OF THE PHASE 1 CONSTRUCTION, THE WATER MAIN SHALL BE TIED IN AT (STATION 11+10) AND TO THE EXISTING 8 INCH WATER MAIN (PHASE 2) AT DANLEY DRIVE. THE EXISTING WATER MAIN CONNECTION SHALL REMAIN IN SERVICE AT THE EAST END UNTIL THE WATER SERVICES HAVE BEEN TRANSFERRED TO THE NEW MAIN. UNTIL THE WATER SERVICES HAVE BEEN TRANSFERRED TO THE NEW MAIN. 4. THE PHASE 3 WATER MAIN MAY BE CONSTRUCTED, FLUSHED, TESTED, AND CLEARED DURING THE THE PHASE 3 WATER MAIN MAY BE CONSTRUCTED, FLUSHED, TESTED, AND CLEARED DURING THE SERVICE TRANSFER TO THE NEW MAIN. FINAL CONNECTION TO THE EXISTING 8 INCH WATER MAIN CANNOT BE MADE UNTIL VERIFICATION IS MADE THAT ALL WATER SERVICES HAVE BEEN TRANSFERRED.
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LETTER
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DATE
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REVISIONS
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SHEET NO.:
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PROJECT NO.:
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CAD FILE NAME:
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DRAWING NO.:
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Beacon Manor Drive Sidewalk Improvements
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16072GN
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2016072
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2
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GN
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BID DOCUMENT 01/30/2019
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BID DOCUMENT 01/30/2019
TYPICAL ROADWAY SECTION
C
L
TYPICAL WATER MAIN PIPE JOINT LOCATION
AT PERPENDICULAR CROSSINGS
PURSUANT TO CH. 62-555.314, F.A.C.
FOR PUBLIC ROADS
PAVEMENT RESTORATION DETAIL
” ”
”
‘ ’
TYP. FOR LONG SERVICES (11)
WATER SERVICE CONNECTION DETAIL
HOLE
ENGINEERS PLANNERS SURVEYORS
MONTES
BEACON MANOR DRIVE
WATER MAIN REPLACEMENT
LEE COUNTY STANDARD PLAN NOTES
DAVID W. SCHMITT
P.E. NO.: 41671
HOLE MONTES, INC.
950 ENCORE WAY
NAPLES, FL. 34110
CERTIFICATE OF AUTHORIZATION No.1772
1
7/18
1
1
LDO COMMENT REVISIONS
2
9/18LCU COMMENTS
2
2
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N.T.S.
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RIGHT OF WAY
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30" MIN.
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EXISTING PAVEMENT
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PROPOSED WATER MAIN
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N.T.S.
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CENTERED ON CROSSING PIPE
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ONE FULL LENGTH (20' PVC/18' DIP)
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CENTERED ON CROSSING PIPE
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ONE FULL LENGTH (20' PVC/18' DIP)
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WITH MIN. 18" VERTICAL SEPARATION BETWEEN PIPES
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CROSSING PIPE
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WATER MAIN
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25'
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25'
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N.T.S.
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CLEAN DRY SAND, FINE LIMEROCK OR PIT SHELL MECH. COMPACTED TO AT LEAST 95% OF MAX. DENSITY, OR 98% IF UNDER PAVED AREA OF ROADWAY, AS DETERMINED BY AASHTO SPECIFICATION T-180.
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MATERIALS
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3" MIN. S-1 ASPHALT (SEE GENERAL NOTE 1)
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PIPE DIAMETER VARIES
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OVERLAY WITH 1" S-3 ASPHALT OR MATCH EXISTING, 25 FEET IN EACH DIRECTION WITH 2' WIDE X 3/4" DEEP MILLED BUTT JOINT AT EACH END.
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EXISTING SURFACE SHALL BE CUT SQUARE BY MECHANICAL SAWING (SEE GENERAL NOTE 3)
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TACK VERTICAL FACE JOIN AND/OR BUTT JOINT TO SATISFACTION OF COUNTY ENGINEER
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TYPE 3 ASPHALTIC CONCRETE OR REQUIRED
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GENERAL NOTES 1. THE LIMITS OF ASPHALT (OVERLAY) REPLACEMENT SHALL BE DETERMINED BY LEE COUNTY. 2. FOR GRAVITY PIPE LINES, MAY USE ROCK 1' (FT) ABOVE PIPE. 3. USING A 3/4" THICK X 2' WIDE BUTT JOINT AT EACH END. 4. COMPACTION 6" LIFTS WITH DENSITIES EVERY 12".
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VARIES
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VARIES
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12" TYPICAL
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36" MIN.
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1. All work shall conform to latest revision of the LCU Design Manual which is available on our web-page via the following link: https://www.leegov.com/utilities/design-manual 2. All Regulatory and Permitting Agencies' requirements shall be complied with as well. All Regulatory and Permitting Agencies' requirements shall be complied with as well. 3. Any quantities shown on plans are not verified by LCU. Any quantities shown on plans are not verified by LCU. 4. The information provided in these plans is solely to assist the Contractor in assessing the nature and extent of conditions The information provided in these plans is solely to assist the Contractor in assessing the nature and extent of conditions that may be encountered during the course of work. All Contractors are directed, prior to bidding, to conduct whatever investigations they may deem necessary to arrive at their own conclusion regarding the actual conditions that will be encountered, and upon which their bids will be based. 5. All construction work performed must be done by a Contractor licensed in the State of Florida to do the work intended. All construction work performed must be done by a Contractor licensed in the State of Florida to do the work intended. 6. A pre-construction meeting is required before work may begin. Required attendees include but are not limited to; the A pre-construction meeting is required before work may begin. Required attendees include but are not limited to; the Engineer of Record or his designee, the Underground Contractor and the LCU Inspector assigned to the project. LCU is to be notified two (2) working days prior to the pre-construction meeting. 7. One copy of the LCU Approved/Stamped Construction Plans, all Contract Documents, Reference Documents and Technical One copy of the LCU Approved/Stamped Construction Plans, all Contract Documents, Reference Documents and Technical Documents submitted must be kept at the site and maintained in good order. 8. All work and materials, which do not conform to LCU specifications, are subject to removal and replacement at the All work and materials, which do not conform to LCU specifications, are subject to removal and replacement at the Contractor's expense. 9. Any work performed without the knowledge of LCU is subject to re-excavation, removal and replacement of same to be done Any work performed without the knowledge of LCU is subject to re-excavation, removal and replacement of same to be done at the Contractor's expense. 10. LCU Inspection Staff is to be present for all hot taps, pressure tests, lift station start-ups and for any necessary inspection. LCU Inspection Staff is to be present for all hot taps, pressure tests, lift station start-ups and for any necessary inspection. The Contractor is to provide a minimum of two (2) working days notice prior to scheduling any of the above with the exception of the lift station start-up which requires one-week notice. 11. Traffic must be maintained at all times as per Lee County Department of Transportation (LCDOT) and per Florida Department Traffic must be maintained at all times as per Lee County Department of Transportation (LCDOT) and per Florida Department of Transportation (FDOT) standard specifications for road and bridge construction, latest edition. 12. The Contractor is to uncover all existing lines being tied into and verify grades before beginning construction. The Contractor is to uncover all existing lines being tied into and verify grades before beginning construction. 13. Locations, elevations, and dimensions of existing utilities, structures and other features are shown according to the best Locations, elevations, and dimensions of existing utilities, structures and other features are shown according to the best information available at the time of preparation of these plans, but do not purport to be absolutely correct. LCU will not guarantee any locations as shown on these plans or those omitted from these plans. 14. The Contractor shall verify all utilities and provide at least two (2) working days notice to the individual utility companies, The Contractor shall verify all utilities and provide at least two (2) working days notice to the individual utility companies, FDOT and LCDOT prior to construction. 15. It is the Contractor's responsibility to locate and take all possible precautions to avoid any damage to all underground It is the Contractor's responsibility to locate and take all possible precautions to avoid any damage to all underground pipelines, telephone, cable TV, electric lines/conduits and structures in advance of any construction. The Contractor shall be fully responsible for any and all damages that may occur due to his failure to exactly locate and protect existing utilities and structures. 16. Anything not shown on these drawings should be brought to the attention of the Engineer and shall not constitute an extra, Anything not shown on these drawings should be brought to the attention of the Engineer and shall not constitute an extra, unless approved by the Engineer of Record. 17. The Contractor shall contact the Engineer and LCU immediately concerning any conflicts with LCU utilities/structures arising The Contractor shall contact the Engineer and LCU immediately concerning any conflicts with LCU utilities/structures arising during construction of any facilities shown on these drawings. 18. The Contractor shall verify all quantities shown on the plans. If any discrepancies in quantities are found, the Contractor The Contractor shall verify all quantities shown on the plans. If any discrepancies in quantities are found, the Contractor shall notify the Engineer of Record and LCU. 19. The Contractor shall replace all pavement, curbs, driveways, sidewalks, fences, etc., with the same type of material that was The Contractor shall replace all pavement, curbs, driveways, sidewalks, fences, etc., with the same type of material that was removed during construction or as directed by the Engineer. The Contractor shall restore all areas affected by the construction to its original condition, or better. 20. Within the FDOT and LCDOT Right-of-Way, all disturbed areas shall receive grassing (seeding) or sodding materials in Within the FDOT and LCDOT Right-of-Way, all disturbed areas shall receive grassing (seeding) or sodding materials in accordance with FDOT specifications. Those areas that are classified as drainage ditches shall receive full solid sod. 21. All frames, covers valve boxes, meter boxes and manholes shall be adjusted to finished grade upon completion of paving or All frames, covers valve boxes, meter boxes and manholes shall be adjusted to finished grade upon completion of paving or related construction. All valve pads shall be poured in place. No pre-formed valve pads will be allowed. 22. Appropriate turbidity control devices (e.g. silt fences, hay bales) will be utilized during all phases of installation and grading. Appropriate turbidity control devices (e.g. silt fences, hay bales) will be utilized during all phases of installation and grading. Contractor is responsible for submitting the Notice of Intent and Notice of Termination to the EPA in compliance with Lee County's NPDES permit. 23. Contractor is responsible for developing and maintaining an effective Storm Water Pollution Prevention Plan. Contractor is responsible for developing and maintaining an effective Storm Water Pollution Prevention Plan. 24. LCU requires 30” of cover for all underground piping except under pavement, where 36” of cover is required. If LCU required LCU requires 30” of cover for all underground piping except under pavement, where 36” of cover is required. If LCU required of cover for all underground piping except under pavement, where 36” of cover is required. If LCU required of cover is required. If LCU required cover cannot be maintained, the Contractor shall provide other methods of construction or pipe protection, which shall first be approved by LCU and the Engineer, at no additional cost to the County. If state agencies require additional cover, meeting the requirements shall be done at no additional cost to the County. 25. LCU requires there to be a minimum of ten (10) feet horizontal and 18” vertical separation between potable water & sanitary LCU requires there to be a minimum of ten (10) feet horizontal and 18” vertical separation between potable water & sanitary vertical separation between potable water & sanitary sewer mains. LCU also requires minimum of ten (10) feet horizontal separation between other public and/or private utilities, structure(s), building(s), wall(s), fountain(s), fence(s) and LCU infrastructure unless specifically approved by LCU. 26. LCU requires there to be a minimum of five (5) feet horizontal separation between LCU infrastructure and drainage LCU requires there to be a minimum of five (5) feet horizontal separation between LCU infrastructure and drainage infrastructure, mitered end sections, inlets, etc. LCU also requires minimum of five (5) feet horizontal separation between LCU infrastructure and all new light pole foundations.
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LCU STANDARD PLAN NOTES
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LCU STANDARD PLAN NOTES (CONT.)
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27. The root ball of palm trees shall be a minimum of five (5) feet and the root ball of shade trees shall be a minimum of The root ball of palm trees shall be a minimum of five (5) feet and the root ball of shade trees shall be a minimum of ten (10) feet from any existing or proposed LCU owned and maintained pipe/infrastructure. 28. As the work progresses the Contractor shall record all changes and deviations from the LCU Stamped/Approved Construction As the work progresses the Contractor shall record all changes and deviations from the LCU Stamped/Approved Construction Plans. In addition, he shall record the exact location of all changes in vertical and horizontal alignment with coordinates with respect to the NAVD 1988 State Plane Florida West Coordinate System as well as all requirements set forth in the LCU Design Manual. This information is to be forwarded to the Engineer of Record who prepared, signed and sealed the Approved Construction Plans so that he can prepare ‘Record Drawings’ per the requirements set forth in the LCU Design Record Drawings’ per the requirements set forth in the LCU Design per the requirements set forth in the LCU Design Manual.
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EOP
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EOP
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NEW WATER SERVICE
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4" HDPE CASING
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DIRECTIONAL DRILL
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EXIST. WATER SERVICE TO
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BE ABANDONED/CAPPED
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PROP. 8" WATER MAIN
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EXIST. 3" WATER MAIN
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EXIST. WATER METER
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N.T.S.
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12" LIMEROCK BASE. LBR 100, COMPACT TO 98% MODIFIED PROCTOR.
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(VERIFY EXIST. SERVICE
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SIZE WITH COUNTY)
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CONNECT NEW WATER SERVICE TO EXIST. METERS. REMOVE AND REPLACE EXISTING METER BOXES. COORDINATE WITH COUNTY FOR ANY WATER METER REPLACEMENT BY COUNTY.
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APPROX. 10'X10' ASPHALT PAVEMENT CUT OUT, SEE REPAIR DETAIL.
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BACKFILL
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ZONE
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LETTER
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DATE
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REVISIONS
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SHEET NO.:
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PROJECT NO.:
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CAD FILE NAME:
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DRAWING NO.:
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Beacon Manor Drive Sidewalk Improvements
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16072GN
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2016072
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3
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GN
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BID DOCUMENT 01/30/2019
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BID DOCUMENT 01/30/2019
BEACON MANOR DRIVE
DA
NLE
Y D
RIV
E
US
41
HOLE
ENGINEERS PLANNERS SURVEYORS
MONTES
DAVID W. SCHMITT
P.E. NO.: 41671
HOLE MONTES, INC.
950 ENCORE WAY
NAPLES, FL. 34110
CERTIFICATE OF AUTHORIZATION No.1772
BEACON MANOR DRIVE
WATER MAIN REPLACEMENT
PROJECT LAYOUT
N89° 34' 17.28"E
1
LDO COMMENT REVISIONS
2
LCU COMMENTS
7/18
9/18
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P1
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P2
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P3
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P4
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P5
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LETTER
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DATE
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REVISIONS
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SHEET NO.:
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PROJECT NO.:
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CAD FILE NAME:
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DRAWING NO.:
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Beacon Manor Drive Sidewalk Improvements
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SCALE: 1"= 200'
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200
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100
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50
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0
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16072PL
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2016072
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4
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PL
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BID DOCUMENT 01/30/2019
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BID DOCUMENT 01/30/2019
BEACON MANOR DR.
EXIST. R/W.
EXIST. FDOT R/W.
US
41
EXIST. PARKING LOT
EXIST. WATER
SERVICE
DIRECTIONAL DRILL NEW WATER
SERVICE LINES WITH 4" HDPE
CASING PIPE. INSTALL NEW
WATER SERVICE AND CURB STOP
TO EXISTING WATER METER AND
INSTALL NEW METER BOXES.
UPON CLEARANCE CONTRACTOR
TO WORK IN CONJUNCTION WITH
THE COUNTY TO MAKE FINAL
CONNECTIONS (SEE DETAIL ON
SHEET 3).
NOTE:
EXIST. 6" FM
EXIST. WOOD FENCE
ROCK
C/L CONST.
EXIST.
HEADWALL
PED
SIGNAL
PROP. 8" GV
OUTLET
(TYP.)
PROVIDE 8"X8"X4" DI TEE WITH 4" GV.
UPON FINAL CLEARANCE AND
ACCEPTANCE, INSTALL 4"X3" REDUCER
AND EXTEND TO EXIST. BFP/METER
ASSEMBLY & CONNECT. COORDINATE
SHUT OFF W/ OWNER.
EXIST.
3" BFP
EXIST. R/W.
EXIST. 3" LCU PVC WM (TO
BE ABANDONED)
PED
EXIST. FDOT R/W.
ROCK (TO BE
REMOVED)
GROUND
LIGHT (TYP.)
4"x8" REDUCER
8" GV
PROP. ARV
4"X4' STEEL BOLLARDS
(TYP.) REMOVE AS
NEEDED FOR TIE IN.
3"x4"
REDUCER
PED
EXIST. 8" AC WM
EXIST 8"X8"X4" TEE &
EXIST. 4" GV
EXIST.
SIDEWALK
SIGNAL MAST
ARM
EXIST. DETECTABLE
WARNING
EXIST. TECO GAS
PRIVATE
SIGN
MP W/ LIGHT
EXIST.
12" FM
EXIST. WATER
SERVICE (SEE
NOTE)
ADJUST EXIST.
VALVES. OFFSET
WATER SERVICE
AS REQUIRED AT
STORM
STRUCTURE
PROP. 8" DI WM
PROP. (2)-8"
DI 45° BENDS
8"X8"X6" TEE W/
PROP. FH
ASSEMBLY @ 12 +
55' W/ INLINE 8" GV
AT WEST
SEE NOTE FOR
WATER SERVICE
TIE IN
PROP. (2)-8" DI 90° BENDS (ROTATE
FOR GRADE AS REQUIRED)
HOLE
ENGINEERS PLANNERS SURVEYORS
MONTES
DAVID W. SCHMITT
P.E. NO.: 41671
HOLE MONTES, INC.
950 ENCORE WAY
NAPLES, FL. 34110
CERTIFICATE OF AUTHORIZATION No.1772
-2
12
10
12
8
6
4
2
0
10
8
6
4
2
-2
0
PROVIDE TEMP.
CONSTRUCTION JUMPER
UNTIL FINAL CLEARANCE.
UPON ACCEPTANCE TIE IN
NEW 8" WM TO EXIST. 3"
WATER MAIN WITH 3"X4", 4"X8",
REDUCERS & 8" GV .
PROP. (2)-8" DI 90° BENDS
(ROTATE FOR GRADE AS
REQUIRED)
EXIST. 12" FM.
TOP PIPE = 5.87
PROVIDE 8"X8"X4" DI TEE WITH 4" GV.
UPON FINAL CLEARANCE AND
ACCEPTANCE, INSTALL 4"X3" REDUCER
AND EXTEND TO EXIST. BFP/METER
ASSEMBLY & CONNECT. COORDINATE
SHUT OFF W/ OWNER.
PROP. (2)-8"
DI 45° BENDS
8"X8"X6" TEE W/
PROP. FH
ASSEMBLY @ 12 +
55' W/ GV AT WEST
PROP. 8" GV
PROP. 8" DI WM
EXIST. 4" ASSEMBLY
PROP. 3"X4"
REDUCER
BEACON MANOR DRIVE
WATER MAIN REPLACEMENT
PLAN & PROFILE
EXIST. 3" WATER
MAIN
EXIST. 8" WATER
MAIN
EXIST. TECO GAS
PROP. 4"X8"
REDUCER
PROP. 8" GV
PROP. ARV
LDO COMMENT REVISIONS
1
7/18
2
LCU COMMENTS 9/18
2
2
2
2
2
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CONCRETE
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CONCRETE POOL DECK
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ASPHALT
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61110B004
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10.16
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headwall
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61110B005
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10.17
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headwall
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61110B006
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10.24
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headwall
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61110B016
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9.31
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conc
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61110B017
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9.28
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conc
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61110B018
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9.28
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conc
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61110B019
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9.31
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conc
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MA
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61110B015
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9.07
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mast base
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61110B040
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10.88
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ped-x
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61110B098
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10.17
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outlet
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61110B099
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11.01
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light
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61110B100
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11.24
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light
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61110B101
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11.40
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outlet
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61110B107
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11.13
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light
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61110B108
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11.17
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light
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61110B240
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27.14
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metal pole w/light
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TL
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61110B011
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8.90
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pullbox 18x32"
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TL
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61110B012
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8.90
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pullbox 12x24"
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61110B014
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E
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9.25
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pullbox 12x24"
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61110B039
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TL
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10.93
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pullbox 18x32"
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W
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W
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T
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61110B013
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9.10
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manhole 36"
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STRAP 12-45-24-00-00016.0000 INST 2012000162109 DAYS INN
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W
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W
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W
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W
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TEL
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TEL
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30" MIN. COVER (TYP.). SEE SIDEWALK PLANS FOR FINISHED GRADE
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Matchline Sta. 13+00
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SCALE: 1"= 20'
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20
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10
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5
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0
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LETTER
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DATE
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REVISIONS
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SHEET NO.:
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CAD FILE NAME:
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DRAWING NO.:
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Beacon Manor Drive Sidewalk Improvements
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16072PLAN
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2016072
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P1
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BID DOCUMENT 01/30/2019
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BID DOCUMENT 01/30/2019
BEACON MANOR DR.
EXIST. R/W.
EXIST. PARKING LOT
PED
18" 15"
10"
EXIST. 6" FM
EXIST.
WATER
METER
EXIST.
WATER
METER
EXIST.
WATER
METER
DIRECTIONAL DRILL NEW WATER SERVICE
LINES WITH 4" HDPE CASING PIPE. INSTALL NEW
WATER SERVICE AND CURB STOP TO EXISTING
WATER METER AND INSTALL NEW METER
BOXES. UPON CLEARANCE CONTRACTOR TO
WORK IN CONJUNCTION WITH THE COUNTY TO
MAKE FINAL CONNECTIONS (SEE DETAIL ON
SHEET 3).
NOTE:
EXIST.
WATER
METERS
12"
EXIST. 3"
LCU PVC
WM (TO BE
ABANDONED)
EXIST. WATER
SERVICE (SEE
NOTE)
EXIST.
LIFT
STATION
C/L CONST.
EXIST. 3"
(LCU) PVC
WM (TO BE
ABANDONED)
EXIST. R/W.
15"
15"
18"
EXIST. WATER
SERVICE (SEE
NOTE)
PED
PROP. WASTEWATER ARV
EXIST. 4"
PVC FM
EXIST. 4"
VALVE
CONTRACTOR TO FIELD VERIFY EXIST. FM.
COORDINATE PUMP STATION OUTAGE TO
INSTALL 4" PVC FORCE MAIN DIP AT THIS
LOCATION FOR STORM CULVERT AND WATER
MAIN. PROVIDE REPAIR SLEEVES AS REQUIRED.
PROVIDE WASTEWATER ARV AT PUMP STATION
PROP. 8" DI WM
PROP. 8" DI WM
EXIST. WATER
SERVICE (SEE NOTE)
EXIST. WATER METER
HOLE
ENGINEERS PLANNERS SURVEYORS
MONTES
DAVID W. SCHMITT
P.E. NO.: 41671
HOLE MONTES, INC.
950 ENCORE WAY
NAPLES, FL. 34110
CERTIFICATE OF AUTHORIZATION No.1772
-2
12
10
12
8
6
4
2
0
10
8
6
4
2
-2
0
CONTRACTOR TO FIELD VERIFY
EXIST. FM. COORDINATE PUMP
STATION OUTAGE TO INSTALL 4" PVC
FORCE MAIN DIP AT THIS LOCATION
FOR STORM CULVERT AND WATER
MAIN. PROVIDE REPAIR SLEEVES AS
REQUIRED. PROVIDE WASTEWATER
ARV AT PUMP STATION
EXIST. 4"
PVC FM
PROP. 8" DI WM
BEACON MANOR DRIVE
WATER MAIN REPLACEMENT
PLAN & PROFILE
PROP. 15" RCP
1
7/18
1
LDO COMMENT REVISIONS
2
LCU COMMENTS 9/18
2
2
2
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STRAP 12-45-24-00-00016.0000 INST 2012000162109 DAYS INN
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61111B115
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10.90
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wood pole bare
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W
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W
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W
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W
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61110B195
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10.70
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road stripe
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61110B209
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10.78
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road stripe
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10.76
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road stripe
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61110B221
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10.62
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road stripe
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61110B228
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10.62
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road stripe
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61110B277
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10.66
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road stripe
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61110B267
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14.20
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15"
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61110B268
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13.45
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15"
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61110B269
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18"
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61110B271
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18"
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61110B276
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15"
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10"
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61111B105
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6X8" wood camera post
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30" MIN. COVER (TYP.). SEE SIDEWALK PLANS FOR FINISHED GRADE
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Matchline Sta. 16+00
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SCALE: 1"= 20'
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LETTER
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DATE
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REVISIONS
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CAD FILE NAME:
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DRAWING NO.:
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16072PLAN
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2016072
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BID DOCUMENT 01/30/2019
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BID DOCUMENT 01/30/2019
BEACON MANOR DR.
EXIST.
WATER
METERS
EXIST.
WATER
METER
EXIST.
WATER
METERS
EXIST.
WATER
METERS
EXIST. 6" FM
PROP. 18" RCP
DIRECTIONAL DRILL NEW WATER SERVICE
LINES WITH 4" HDPE CASING PIPE. INSTALL NEW
WATER SERVICE AND CURB STOP TO EXISTING
WATER METER AND INSTALL NEW METER
BOXES. UPON CLEARANCE CONTRACTOR TO
WORK IN CONJUNCTION WITH THE COUNTY TO
MAKE FINAL CONNECTIONS (SEE DETAIL ON
SHEET 3).
NOTE:
EXIST. R/W.
PROP. 18" RCP
EXIST. R/W.
EXIST. WOOD FENCE
EXIST. CONC.WALL
C/L CONST.
PROP. 8" DI WM
EXIST. WATER
SERVICE (SEE
NOTE)
PROP. 8" DI WM
EXIST. WATER
SERVICE (SEE
NOTE)
EXIST. 3" LCU
PVC WM (TO BE
ABANDONED)
EXIST. WATER
SERVICES (SEE
NOTE)
(2) - EXIST. WATER
SERVICE (SEE NOTE)
PROP. 18" RCP
PROP. 18" RCP
(2) - EXIST.
WATER
METERS
(SEE NOTE)
(2) - EXISTING
WATER
METERS
EXIST. WATER METER
(2) - EXISTING
WATER
METERS
HOLE
ENGINEERS PLANNERS SURVEYORS
MONTES
DAVID W. SCHMITT
P.E. NO.: 41671
HOLE MONTES, INC.
950 ENCORE WAY
NAPLES, FL. 34110
CERTIFICATE OF AUTHORIZATION No.1772
-2
12
10
12
8
6
4
2
0
10
8
6
4
2
-2
0
8"X8"X6" TEE W/
PROP FH ASSEMBLY
@ 16 +12.00, W/ 8"
GV AT WEST
PROP. 8" DI WM
8"X8"X6" TEE W/
PROP FH ASSEMBLY
@ 16 +12.00, W/ 8"
GV AT WEST
BEACON MANOR DRIVE
WATER MAIN REPLACEMENT
PLAN & PROFILE
PROP. 14"X23" ERCP
PROP. 14"X23" ERCP
PROP. 14"X23"
ERCP
1
7/18LDO COMMENT REVISIONS
2
LCU COMMENTS 9/18
2
2
2
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STRAP 12-45-24-00-00016.0050 INST 2007000250779 PARCEL 3.1 & 3.2 WAREHOUSING, DISTRIBUTION
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STRAP 12-45-24-00-00016.0010 O.R. 1370 PG. 1187 WAREHOUSING, DISTRIBUTION
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61110B377
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10.51
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grate cor conc
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61110B378
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10.51
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grate cor
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61110B379
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10.45
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grate cor
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61110B380
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10.47
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grate
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61110B397
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10.51
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grate cor conc
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61110B398
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10.54
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grate cor
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61110B399
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10.53
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grate cor
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61110B400
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10.52
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grate
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61110B412
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10.44
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grate cor conc
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61110B413
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10.48
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grate cor
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61110B414
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10.47
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grate cor
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61110B415
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10.47
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grate
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W
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W
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W
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W
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W
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W
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W
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61110B296
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10.60
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road stripe
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61110B299
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10.60
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road stripe
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61110B313
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10.66
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road stripe
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61110B334
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10.59
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road stripe
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61110B335
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10.55
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road stripe
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61110B366
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10.61
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road stripe
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61110B376
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10.61
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road stripe
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61110B385
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10.69
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road stripe
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61110B396
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10.67
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road stripe
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61110B401
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10.61
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road stripe
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FO
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61110B315
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9.83
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fiber marker
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FO
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61110B316
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10.42
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fiber marker
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30" MIN. COVER (TYP.). SEE SIDEWALK PLANS FOR FINISHED GRADE
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Matchline Sta. 19+00
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SCALE: 1"= 20'
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20
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10
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5
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0
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LETTER
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DATE
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REVISIONS
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SHEET NO.:
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PROJECT NO.:
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CAD FILE NAME:
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DRAWING NO.:
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Beacon Manor Drive Sidewalk Improvements
AutoCAD SHX Text
Matchline Sta. 16+00
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16072PLAN
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2016072
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7
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P3
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BID DOCUMENT 01/30/2019
AutoCAD SHX Text
BID DOCUMENT 01/30/2019
BEACON MANOR DR.
EXIST. R/W.
C/L CONST.
EXIST. 3"
LCU PVC
WM (TO BE
ABANDONED)
PED
DIRECTIONAL DRILL NEW WATER SERVICE
LINES WITH 4" HDPE CASING PIPE. INSTALL NEW
WATER SERVICE AND CURB STOP TO EXISTING
WATER METER AND INSTALL NEW METER
BOXES. UPON CLEARANCE CONTRACTOR TO
WORK IN CONJUNCTION WITH THE COUNTY TO
MAKE FINAL CONNECTIONS (SEE DETAIL ON
SHEET 3).
NOTE:
EXIST. R/W.
8"X8"X6" TEE W/
PROP FH ASSEMBLY
@ 20 +00, W/ 8" GV
AT WEST
PED
EXIST. ROCK
PROP. 8" DI
WM
PROP. 8" DI
45° BENDS
PROP. 8" DI
WM
EXIST. WATER
SERVICE (SEE NOTE)
PROP. 24" RCP
18" RCP TO BE
REMOVED
PROP. 18" RCP
EXIST. 3'x5'
SPLICE BOX
PROP. 18" RCP
HOLE
ENGINEERS PLANNERS SURVEYORS
MONTES
DAVID W. SCHMITT
P.E. NO.: 41671
HOLE MONTES, INC.
950 ENCORE WAY
NAPLES, FL. 34110
CERTIFICATE OF AUTHORIZATION No.1772
-2
12
10
12
8
6
4
2
0
10
8
6
4
2
-2
0
8"X8"X6" TEE W/
PROP FH ASSEMBLY
@ 20 +00, W/ 8" GV
AT WEST
PROP. 8" DI
45° BENDS
PROP. 8" DI WM
BEACON MANOR DRIVE
WATER MAIN REPLACEMENT
PLAN & PROFILE
1
7/18
1
LDO COMMENT REVISIONS
1
2
LCU COMMENTS 9/18
2
2
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ASPHALT
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ASPHALT
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ASPHALT
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STRAP 12-45-24-00-00016.0040 INST 2009000052175 WAREHOUSING, DISTRIBUTION
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61110B421
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10.71
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road stripe
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61110B428
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10.73
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road stripe
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61110B429
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10.83
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road stripe
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61110B470
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10.74
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road stripe
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61110B471
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10.68
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road stripe
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61110B503
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10.75
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road stripe
AutoCAD SHX Text
STRAP 12-45-24-00-00016.0050 INST 2007000250779 PARCEL 3.1 & 3.2 WAREHOUSING, DISTRIBUTION
AutoCAD SHX Text
30" MIN. COVER (TYP.). SEE SIDEWALK PLANS FOR FINISHED GRADE
AutoCAD SHX Text
Matchline Sta. 22+00
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SCALE: 1"= 20'
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20
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10
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5
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0
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LETTER
AutoCAD SHX Text
DATE
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REVISIONS
AutoCAD SHX Text
SHEET NO.:
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PROJECT NO.:
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CAD FILE NAME:
AutoCAD SHX Text
DRAWING NO.:
AutoCAD SHX Text
Beacon Manor Drive Sidewalk Improvements
AutoCAD SHX Text
Matchline Sta. 19+00
AutoCAD SHX Text
16072PLAN
AutoCAD SHX Text
2016072
AutoCAD SHX Text
8
AutoCAD SHX Text
P4
AutoCAD SHX Text
BID DOCUMENT 01/30/2019
AutoCAD SHX Text
BID DOCUMENT 01/30/2019
BEACON MANOR DR.
DA
NLE
Y D
RIV
E
DR
AIN
AG
E E
AS
EM
EN
T
12"
20"
10"
8"
15"
6'
PED
DIRECTIONAL DRILL NEW WATER SERVICE
LINES WITH 4" HDPE CASING PIPE. INSTALL NEW
WATER SERVICE AND CURB STOP TO EXISTING
WATER METER AND INSTALL NEW METER
BOXES. UPON CLEARANCE CONTRACTOR TO
WORK IN CONJUNCTION WITH THE COUNTY TO
MAKE FINAL CONNECTIONS (SEE DETAIL ON
SHEET 3).
NOTE:
EXIST. R/W.
C/L CONST.
EXIST. 8"
WM VALVE
EXIST. FH
ASSEMBLY
CONNECTION
*PHASE 1 & 2
CONNECTION
*PHASE 3
PROP. 24" RCP
EXIST. R/W.
EXIST. 3"
(LCU) PVC
WM (TO BE
ABANDONED)
EXIST. 8" WM (TO
BE REMOVED)
PROP. 8" DI
WM
PROP. 8" 45°
BEND
PROVIDE 8" FLUSHING PORT
UNTIL FINAL ACCEPTANCE.
UPON FINAL ACCEPTANCE,
TIE INTO EXIST. WM W/ 90°
ELBOW & REPAIR SLEEVE.
PROP. 8" DI
TEE & (3) - 8"
DI GV'S
(2) - EXIST. WATER
SERVICES (SEE
NOTE)
EXIST. WATER METER
HOLE
ENGINEERS PLANNERS SURVEYORS
MONTES
DAVID W. SCHMITT
P.E. NO.: 41671
HOLE MONTES, INC.
950 ENCORE WAY
NAPLES, FL. 34110
CERTIFICATE OF AUTHORIZATION No.1772
-2
12
10
12
8
6
4
2
0
10
8
6
4
2
-2
0
PHASE I: PROVIDE TEMP. BLOWOFF.
PHASE II: UPON FINAL CLEARANCE AND
ACCEPTANCE MAKE CONNECTION TO EXIST. 8"
WM. CAP EXIST. 8" WM AT NORTH
PHASE III: PROVIDE TEMPORARY CONNECTION
FOR TESTING. CONTINUE TO INSTALL PIPING,
45° ELBOW & CUT IN 90° ELBOW. PROVIDE
BLOWOFF UPON FINAL CLEARANCE AND
ACCEPTANCE, MAKE CONNECTION TO EXIST.
*CONNECTION
PROP. 8" DI WM
PROP. 8" DI
TEE & (3) - 8"
DI GV'S
CONNECTION
*PHASE 1 & 2
(SEE SHEET 10)
CONNECTION
*PHASE 3
(SEE SHEET 10)
EXIST. 8" WM
PROP. 8" 45°
BEND
PROP. 90° ELBOW
& REPAIR SLEEVE
BEACON MANOR DRIVE
WATER MAIN REPLACEMENT
PLAN & PROFILE
PROP. 14"X23" ERCP
1
7/18LDO COMMENT REVISIONS
2
LCU COMMENTS 9/18
2
2
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ASPHALT
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STRAP 12-45-24-00-00016.0030 INST 2008000150636 WAREHOUSING, DISTRIBUTION
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W
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W
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W
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W
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61110B517
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10.84
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61110B520
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10.70
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road stripe
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61110B554
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10.57
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road stripe
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61110B566
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10.42
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road stripe
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61110B567
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10.53
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road stripe
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61110B599
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10.46
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61110B661
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10.64
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road stripe
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61110B663
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10.61
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road stripe
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61110B664
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10.60
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road stripe stop bar
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61110B665
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10.60
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road stripe
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61110B666
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10.79
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61110B667
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10.82
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road stripe
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61110B686
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10.80
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road stripe
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61110B687
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10.79
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road stripe
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61111B002
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10.79
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61111B003
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61111B006
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10.78
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61111B007
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61111B009
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61111B010
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61111B011
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61111B012
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10.69
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61111B013
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10.63
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road stripe
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61111B014
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10.64
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road stripe
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61111B015
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10.59
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road stripe
AutoCAD SHX Text
61111B016
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10.61
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road stripe
AutoCAD SHX Text
61111B017
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10.62
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road stripe
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61111B062
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12"
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61111B063
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20"
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61111B064
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-90.84
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15"
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61111B065
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-84.79
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10"
AutoCAD SHX Text
61111B066
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-85.58
AutoCAD SHX Text
8"
AutoCAD SHX Text
FO
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61110B570
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10.34
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fiber marker
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F
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
30" MIN. COVER (TYP.). SEE SIDEWALK PLANS FOR FINISHED GRADE
AutoCAD SHX Text
SCALE: 1"= 20'
AutoCAD SHX Text
20
AutoCAD SHX Text
10
AutoCAD SHX Text
5
AutoCAD SHX Text
0
AutoCAD SHX Text
LETTER
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
SHEET NO.:
AutoCAD SHX Text
PROJECT NO.:
AutoCAD SHX Text
CAD FILE NAME:
AutoCAD SHX Text
DRAWING NO.:
AutoCAD SHX Text
Beacon Manor Drive Sidewalk Improvements
AutoCAD SHX Text
Matchline Sta. 22+00
AutoCAD SHX Text
16072PLAN
AutoCAD SHX Text
2016072
AutoCAD SHX Text
9
AutoCAD SHX Text
P5
AutoCAD SHX Text
BID DOCUMENT 01/30/2019
AutoCAD SHX Text
BID DOCUMENT 01/30/2019
HOLE
ENGINEERS PLANNERS SURVEYORS
MONTES
DAVID W. SCHMITT
P.E. NO.: 41671
HOLE MONTES, INC.
950 ENCORE WAY
NAPLES, FL. 34110
CERTIFICATE OF AUTHORIZATION No.1772
PHASE 1
N.T.S.
EXIST. 8" WM
PROP. 8" GV
PROP. 8"
FLUSHING PORT
EXIST. 8" WM
EXIST. 3" WM EXIST. 8" WM
PROP. 8" GV
PHASE 1
EXIST. 8" WM
CAP EXIST. 8" MAIN
TO NORTH
PROP. 8"
GV'S
PROVIDE TEMP.
CONSTRUCTION JUMPER
UNTIL FINAL CLEARANCE
& ACCEPTANCE OF PHASE
3 CONTRUCTION
PHASE 2
N.T.S.
EXIT. 3" WM
BEACON MANOR DRIVE
WATER MAIN REPLACEMENT
PHASES & ALTERNATIVE CONNECTION
1
7/18LDO COMMENT REVISIONS
2
LCU COMMENTS 9/18
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, 10, 1/29/2019 10:23:50 A
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LETTER
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
SHEET NO.:
AutoCAD SHX Text
PROJECT NO.:
AutoCAD SHX Text
CAD FILE NAME:
AutoCAD SHX Text
DRAWING NO.:
AutoCAD SHX Text
Beacon Manor Drive Sidewalk Improvements
AutoCAD SHX Text
16072PLAN
AutoCAD SHX Text
2016072
AutoCAD SHX Text
10
AutoCAD SHX Text
P6
AutoCAD SHX Text
BID DOCUMENT 01/30/2019
AutoCAD SHX Text
BID DOCUMENT 01/30/2019
HOLE
ENGINEERS PLANNERS SURVEYORS
MONTES
DAVID W. SCHMITT
P.E. NO.: 41671
HOLE MONTES, INC.
950 ENCORE WAY
NAPLES, FL. 34110
CERTIFICATE OF AUTHORIZATION No.1772
BEACON MANOR DRIVE
WATER MAIN REPLACEMENT
DETAILS
1
LDO COMMENT REVISIONS
2
LCU COMMENTS
7/18
9/18
H:\2016\2016072\D
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, P
1, 1/29/2019 10:25:34 A
M
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LETTER
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
SHEET NO.:
AutoCAD SHX Text
PROJECT NO.:
AutoCAD SHX Text
CAD FILE NAME:
AutoCAD SHX Text
DRAWING NO.:
AutoCAD SHX Text
Beacon Manor Drive Sidewalk Improvements
AutoCAD SHX Text
DETAILS
AutoCAD SHX Text
2016072
AutoCAD SHX Text
11
AutoCAD SHX Text
D1
AutoCAD SHX Text
BID DOCUMENT 01/30/2019
AutoCAD SHX Text
BID DOCUMENT 01/30/2019
HOLE
ENGINEERS PLANNERS SURVEYORS
MONTES
DAVID W. SCHMITT
P.E. NO.: 41671
HOLE MONTES, INC.
950 ENCORE WAY
NAPLES, FL. 34110
CERTIFICATE OF AUTHORIZATION No.1772
BEACON MANOR DRIVE
WATER MAIN REPLACEMENT
DETAILS
NOTE: ALL SERVICE TO WATER MAIN TO BE MADE WITH 2" TAP W/ 2" CAST
IRON BODY GATE VALVE. SERVICE LINE TO BE REDUCED TO EXISTING