Attachment_D_LS_1_Improvements_IFB_Drawings_4.14.2023.pdf
PDF 14 MB Posted
- Attached to
- Lift Station# 1 Improvements (Grant Funded)
- Solicitation number
- Solicitation-2024-017
- Issued by
- Alachua County, Graceville City, Florida
About this file
These are comprehensive construction design drawings for the Lift Station No. 1 Improvements project for Gainesville Regional Utilities (GRU), located at 3311 SW 2nd Avenue in Gainesville, Florida. The project involves upgrading the existing lift station by replacing the current pump configuration with three 140 HP pumps and a 45 HP jockey pump. The drawings, prepared by CDM Smith in March 2023, detail extensive modifications including a new electrical building, new electrical equipment, control systems, piping, and associated civil infrastructure. The design drawings cover multiple disciplines including civil, structural, architectural, mechanical, electrical, HVAC, and instrumentation aspects of the project.
The project is partially funded through the Resilient Florida Program with the Florida Department of Environmental Protection, and requires compliance with Davis-Bacon Act wage standards and domestic procurement preferences. The critical nature of the project demands that the lift station maintain full pumping capacity throughout construction, with no service interruptions. The design documents specify technical requirements for equipment installation, site preparation, electrical systems, control mechanisms, and infrastructure modifications. The comprehensive set of drawings provides detailed specifications for demolition of existing infrastructure, new equipment placement, electrical and control system upgrades, and site work necessary to complete the lift station improvements.
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Text version
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ISSUED FOR BID
GAINESVILLE REGIONAL UTILITIES
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CONSTRUCTION DRAWINGS
FOR
LIFT STATION NO. 1 IMPROVEMENTS
MARCH 2023
PROJECT NUMBER: 79338-273090
GAINESVILLE REGIONAL
UTILITIES LIFT STATION NO. 1
3311 SW 2ND AVENUE
GAINESVILLE, FL 32601
PREPARED BY:
4651 Salisbury Road, Suite 420 Jacksonville, FL 32256 Tel: (904) 731-7109 FL COA No. EB-0000020
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GAINESVILLE
REGIONAL UTILITIES
LIFT STATION NO. 1
IMAGE OBTAINED FROM GOOGLE EARTH PRO JUNE 2022 IMAGE OBTAINED FROM GOOGLE EARTH PRO JUNE 2022
SW 2nd Ave
SW
4t h
St
GAINESVILLE REGIONAL UTILITIES (GRU)
LIFT STATION NO. 1 IMPROVEMENTS
4651 Salisbury Road, Suite 420
Jacksonville, FL 32256
Tel: (904) 731-7109
FL COA No. EB-0000020
ISSUED FOR BID
G-1
SHEET INDEX AND
GENERAL NOTES
AutoCAD SHX Text CDM SMITH ALL RIGHTS RESERVED. REUSE OF DOCUMENTS: THESE DOCUMENTS AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY OF CDM SMITH AND ARE NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CDM SMITH.
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DESIGNED BY:
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DRAWN BY:
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APPROVED BY:
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DATE:
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PROJECT NO.
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REMARKS
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MARCH 2023
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G001NFIX.DWG
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A. TABBOUCHE
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A. EDWARDS
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A. TABBOUCHE
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J. OVERTON
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J. OVERTON
AutoCAD SHX Text NOTES: 1. ALL EXCAVATIONS SHALL BE PERFORMED “IN-THE-DRY” SUCH THAT THE GROUNDWATER LEVEL IS AT LEAST 2 ALL EXCAVATIONS SHALL BE PERFORMED “IN-THE-DRY” SUCH THAT THE GROUNDWATER LEVEL IS AT LEAST 2 IN-THE-DRY” SUCH THAT THE GROUNDWATER LEVEL IS AT LEAST 2 SUCH THAT THE GROUNDWATER LEVEL IS AT LEAST 2 FEET BELOW THE BOTTOM OF THE EXCAVATION. THE CONTRACTOR SHALL ANTICIPATE THAT DEWATERING WILL BE REQUIRED TO FACILITATE CONSTRUCTION BELOW THE GROUNDWATER TABLE. DEWATERING BY SUMP PUMPING ALONE IS NOT ANTICIPATED TO BE ADEQUATE FOR PROPER PREPARATION/COMPACTION OF THE FOUNDATION CONSTRUCTION SOILS. ALL STRUCTURES AND PIPELINES SHALL BE CONSTRUCTED IN THE DRY. THE CONTRACTOR SHALL USE WELL POINTS, SUMPS, GRAVEL DRAINAGE BLANKET, SOCK DRAINS, OR THE COMBINATION OF THESE METHODS TO DEWATER EXCAVATIONS BELOW THE GROUNDWATER TABLE. 2. SOILS USED TO BACKFILL THE EXCAVATION SHALL BE APPROPRIATE FOR THE APPLICATION SUBMIT PROPOSED FILL SOILS USED TO BACKFILL THE EXCAVATION SHALL BE APPROPRIATE FOR THE APPLICATION SUBMIT PROPOSED FILL FOR ENGINEER'S APPROVAL. BACKFILL SOILS SHALL BE PLACED IN LEVEL LIFTS NOT TO EXCEED 8 INCHES IN UNCOMPACTED THICKNESS AND COMPACTED TO A DENSITY OF AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557. 3. EXCAVATION STANDARDS ARE REGULATED UNDER OSHA 29 CFR PART 1926. FOR PROTECTION OF EMPLOYEES, EXCAVATION STANDARDS ARE REGULATED UNDER OSHA 29 CFR PART 1926. FOR PROTECTION OF EMPLOYEES, EXCAVATIONS 5 FEET OR GREATER IN DEPTH REQUIRE AN ADEQUATE PROTECTIVE SYSTEM (SLOPING, BENCHING, SHORING, ETC.) FOR SLOPES LESS THAN 20 FEET IN HEIGHT, TEMPORARY EXCAVATION SIDE SLOPES OF 1½ (HORIZONTAL) TO 1 (VERTICAL) ARE TYPICAL FOR TYPE C SOILS, WHICH IS THE SOIL TYPE ANTICIPATED TO BE ENCOUNTERED, AS LONG AS THEY ARE ADEQUATELY PROTECTED FROM GROUNDWATER SEEPAGE. DEPENDING ON THE GROUNDWATER CONDITIONS AT THE TIME OF CONSTRUCTION AND THE DEWATERING METHOD UTILIZED, FLATTER SLOPES COULD BE REQUIRED IF SEEPAGE IS EMERGING FROM THE SLOPE. FOR EXCAVATIONS GREATER THAN 20 FEET OR WHERE SIGNIFICANT SEEPAGE IS ANTICIPATED, OSHA STANDARDS REQUIRE DESIGN OF AN EXCAVATION PLAN BY A REGISTERED ENGINEER. 4. AREAS THAT FAIL TO ACHIEVE THE RECOMMENDED COMPACTION CRITERIA SHALL BE REWORKED AND RETESTED AREAS THAT FAIL TO ACHIEVE THE RECOMMENDED COMPACTION CRITERIA SHALL BE REWORKED AND RETESTED PRIOR TO PROCEEDING WITH SUBSEQUENT PHASES OF CONSTRUCTION. FURTHERMORE, SELECT UNDERCUT AND BACKFILL AREAS SHALL BE TESTED, ALTHOUGH THIS MAY CONTAIN SMALLER QUANTITIES OF FILL THAN SPECIFIED. 5. SURVEY WAS PERFORMED BY: SURVEY WAS PERFORMED BY: EDA ENG, DENMAN & ASSOCIATES, INC. ENGINEERS-SURVEYORS-PLANNERS DATED 04/22/09 PREPARED FOR GRU GAINESVILLE REGIONAL UTILITIES 6. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE DRAWINGS AND WITH THE LATEST EDITION OF ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE DRAWINGS AND WITH THE LATEST EDITION OF WITH THE LATEST EDITION OF THE GAINESVILLE REGIONAL UTILITIES (GRU) WATER AND WASTEWATER STANDARDS AND APPROVED MATERIALS AND WASTEWATER STANDARDS AND APPROVED MATERIALS MANUAL. THESE DRAWINGS ARE INTENDED TO COMPLEMENT WRITTEN STANDARDS IN ORDER TO PROVIDE DRAWINGS ARE INTENDED TO COMPLEMENT WRITTEN STANDARDS IN ORDER TO PROVIDE TO PROVIDE COMPLETE INFORMATION NECESSARY TO CONSTRUCT THE PUMP STATION IN ACCORDANCE WITH GRU STANDARDS. STATION IN ACCORDANCE WITH GRU STANDARDS. 7. ALL WORK SHALL BE INSPECTED BY A GRU UTILITY INSPECTOR. CONTRACTOR SHALL PROVIDE 48 HOURS NOTICE ALL WORK SHALL BE INSPECTED BY A GRU UTILITY INSPECTOR. CONTRACTOR SHALL PROVIDE 48 HOURS NOTICE SHALL PROVIDE 48 HOURS NOTICE (TELEPHONE (352) 393-1633, JOHN WORLEY) PRIOR TO START OF CONSTRUCTION. PRIOR TO START OF CONSTRUCTION. 8. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF THE PRECAST STRUCTURES, VALVES (BALL, PLUG, CHECK, AIR CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF THE PRECAST STRUCTURES, VALVES (BALL, PLUG, CHECK, AIR (BALL, PLUG, CHECK, AIR RELEASE, BACKFLOW), FENCE, LEVEL SENSOR, SAFETY DISCONNECT SWITCH, QUICK-CONNECT, HATCH COVERS, PIPES & FITTINGS, PUMPS & ACCESSORIES, AND CONTROL PANEL FOR REVIEW AND ACCEPTANCE PRIOR TO PUMPS & ACCESSORIES, AND CONTROL PANEL FOR REVIEW AND ACCEPTANCE PRIOR TO PRIOR TO START OF CONSTRUCTION. 9. CONTRACTOR SHALL PROTECT OFF-SITE AREAS FROM EROSION AND SEDIMENT DISCHARGES AT ALL TIMES CONTRACTOR SHALL PROTECT OFF-SITE AREAS FROM EROSION AND SEDIMENT DISCHARGES AT ALL TIMES DISCHARGES AT ALL TIMES DURING CONSTRUCTION AND UNTIL PERMANENT VEGETATION IS ESTABLISHED AND ACCEPTED. VEGETATION IS ESTABLISHED AND ACCEPTED. 10. CONTRACTOR SHALL LOCATE AND PROTECT, ALL EXISTING UTILITIES AND FACILITIES. UTILITY SERVICE SHALL NOT CONTRACTOR SHALL LOCATE AND PROTECT, ALL EXISTING UTILITIES AND FACILITIES. UTILITY SERVICE SHALL NOT UTILITY SERVICE SHALL NOT BE DISRUPTED UNLESS APPROVED BY AND COORDINATED WITH GRU. WITH GRU. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL SAFETY CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL SAFETY REQUIREMENTS AND REGULATIONS. THE PROJECT MAY REQUIRE SHEETING, SHORING, BRACING AND/OR SLOPING SHEETING, SHORING, BRACING AND/OR SLOPING FOR EXCAVATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING ACTUAL REQUIREMENTS AND CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING ACTUAL REQUIREMENTS AND SHALL SUBMIT SIGNED AND SEALED ENGINEERING DESIGN PLANS AND SPECIFICATIONS, PREPARED BY A SPECIFICATIONS, PREPARED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. STATE OF FLORIDA. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL AS APPROPRIATE FOR PREVAILING WORK CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL AS APPROPRIATE FOR PREVAILING WORK FOR PREVAILING WORK CONDITIONS IN ACCORDANCE WITH THE LATEST REVISION OF THE FLORIDA DEPARTMENT OF TRANSPORTATION'S ROADWAY AND TRAFFIC DESIGN STANDARDS. STANDARDS. 13. CONTRACTOR SHALL PERMIT GRU PERSONNEL ACCESS TO THE SITE AT ALL TIMES DURING CONSTRUCTION. CONTRACTOR SHALL PERMIT GRU PERSONNEL ACCESS TO THE SITE AT ALL TIMES DURING CONSTRUCTION. DURING CONSTRUCTION. 14. CONTRACTOR SHALL COORDINATE STARTUP OF THE LIFT STATION PUMPS AND CONTROL PANEL WITH PUMP CONTRACTOR SHALL COORDINATE STARTUP OF THE LIFT STATION PUMPS AND CONTROL PANEL WITH PUMP CONTROL PANEL WITH PUMP SUPPLIER AND GRU WATER AND WASTEWATER ENGINEERING DEPARTMENT.ENGINEERING DEPARTMENT.
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SHEETS
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DRAWING TITLE
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GENERAL
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COVER SHEET
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SHEET INDEX AND GENERAL NOTES
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CIVIL
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SITE DEMOLITION PLAN
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SITE HORIZONTAL CONTROL PLAN
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SITE PAVING AND GRADING PLAN
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MISCELLANEOUS CIVIL DETAILS
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EROSION CONTROL DETAILS
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MAINTENANCE OF TRAFFIC (FDOT INDEX 602)
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CD-4
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MAINTENANCE OF TRAFFIC DETAILS SIDEWALK CLOSURE AND FDOT INDEX 660
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ARCHITECTURAL
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AutoCAD SHX Text ARCHITECTURAL SHEET INDEX, GENERAL NOTES, ABBREVIATIONS, SYMBOLS, LIFE SAFETY PLAN AND BUILDING CODE KEY DETERMINATIONS
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AutoCAD SHX Text ELECTRICAL BUILDING FLOOR PLAN, ROOF PLAN, EXTERIOR ELEVATIONS, SCHEDULES AND DETAILS
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STRUCTURAL
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GENERAL STRUCTURAL NOTES
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MISCELLANEOUS SLAB PLANS, SECTIONS AND DETAILS
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MECHANCIAL
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MECHANICAL NOTES, LEGEND, AND ABBREVIATIONS
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EXISTING LIFT STATION NO. 1 DEMOLITION PLAN
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EXISTING LIFT STATION NO. 1 MODIFICATION PLAN
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EXISTING LIFT STATION NO. 1 DEMOLITION SECTIONS
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EXISTING LIFT STATION NO. 1 MODIFICATION SECTIONS
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LIFT STATION CONSTRUCTION DETAILS
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HVAC
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HVAC SYMBOLS, ABBREVIATIONS, AND NOTES
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ELECTRICAL BUILDING HVAC PLAN
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HD-1
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HVAC SCHEDULES
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HD-2
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HVAC DETAILS
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ELECTRICAL
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ELECTRICAL LEGEND I
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ELECTRICAL LEGEND II
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GENERAL ELECTRICAL NOTES AND HAZARDOUS AREA CLASSIFICATION DETAIL
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ELECTRICAL SITE PLAN DEMOLITION
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ELECTRICAL SITE PLAN MODIFICATIONS
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EXISTING MCC ONE LINE POWER DEMOLITION
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NEW POWER DISTRIBUTION PANEL ONE LINE POWER DIAGRAM
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FRONT EQUIPMENT ELEVATIONS
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ELEMENTARY CONTROL DIAGRAM AND RISER DIAGRAM
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EXISTING ELECTRICAL BUILDING DEMOLITION PLAN
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ELECTRICAL BUILDING ELECTRICAL PLAN
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LIGHTING FIXTURE SCHEDULE AND PANELBOARD SCHEDULE
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ED-1
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ELECTRICAL DETAILS I
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ED-2
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ELECTRICAL DETAILS II
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INSTRUMENTATION
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INSTRUMENT LEGEND (SHEET 1 OF 2)
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INSTRUMENT LEGEND (SHEET 2 OF 2)
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PROCESS & INSTRUMENTATION DIAGRAM LIFT STATION NO. 1
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PROCESS & INSTRUMENTATION DIAGRAM MISCELLANEOUS EQUIPMENT
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INSTRUMENT DETAILS
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DATE: JAMES JEFFREY OVERTON PE NO. 70362
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GAINESVILLE REGIONAL UTILITIES (GRU)
LIFT STATION NO. 1 IMPROVEMENTS
4651 Salisbury Road, Suite 420
Jacksonville, FL 32256
Tel: (904) 731-7109
FL COA No. EB-0000020
ISSUED FOR BID
C-1
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PRE-DEVELOPMENT
IMPERVIOUS AREAS
LEGEND
GENERAL NOTES:
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BIO FILTERS
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CART WASH
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GENERATOR BUILDING
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STORAGE BUILDING
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CART PATH
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GATE
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8" CHAINLINK
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6' CHAINLINK
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ZONE X
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ZONE A
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APPROXIMATE FEMA FLOOD ZONE LINE PER FIRM SCALE
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SITE BENCHMARK
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SET 5/8" ROAD AND CAP LABELED TRV LB 5075 N:5072.65' E:5112.94' EL:71.34'
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12" METAL LID WITH GROUND ROD
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WOOD DECK
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6' CHAINLINK
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6' CHAINLINK
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"SPEED LIMIT"
AutoCAD SHX Text SANITARY MANHOLE N RIM = 74.49' N INVERT = 60.08' E INVERT = 64.89' (6" PVC) SW INVERT = 59.34' (30" PVC) NW INVERT = 59.69' (30" PVC)
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A.K.A. STATE ROAD NO. 26A
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(100' RIGHT OF WAY)
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METAL LID VAULT LID=74.75' B.O.S.=52.75' E INV=59.31' 12' DIA WELL
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METAL LID VAULT LID=74.69' B.O.S.=52.53 E INV=58.96' (30" PVC) 12' DIA WELL
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SANITARY MANHOLE S RIM = 74.06' ONLY VISIBLE PIPE WAS FM
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TH-1 24" DIP FM
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TH-2 4" PVC COND
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TH-3 (2) 2 " 12" COND BPWR
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TH-4 (8) 1" & (4) 4" COND BPWR
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TH-5 CONC BASE
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G.R.U. LIFT STATION ONE
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TAX PARCEL NO. 06480-000-000
AutoCAD SHX Text CDM SMITH ALL RIGHTS RESERVED. REUSE OF DOCUMENTS: THESE DOCUMENTS AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY OF CDM SMITH AND ARE NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CDM SMITH.
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REMARKS
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MARCH 2023
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C001STDM.DWG
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A. TABBOUCHE
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C. SCOTT
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A. TABBOUCHE
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D. PRAH
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J. OVERTON
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1. EXISTING TRANSFORMER, ELECTRICAL SERVICE, GENERATOR, ELECTRICAL EXISTING TRANSFORMER, ELECTRICAL SERVICE, GENERATOR, ELECTRICAL GEAR, INSTRUMENTATION AND SCADA SYSTEM TO REMAIN IN SERVICE DURING CONSTRUCTION OF THE LIFT STATION IMPROVEMENTS AND NEW ELECTRICAL BUILDING. 2. LIFT STATION DISCHARGE PIPING TO BE DEMOLISHED PER THE LIFT STATION DISCHARGE PIPING TO BE DEMOLISHED PER THE PROPOSED SEQUENCING PLAN AS SPECIFIED IN SECTION 011000 (1.9). 3. EXISTING BIO-FILTERS ARE NOT IN SERVICE AND CAN BE REMOVED AT EXISTING BIO-FILTERS ARE NOT IN SERVICE AND CAN BE REMOVED AT ANY TIME FOR STAGING DURING CONSTRUCTION. 4. CONTRACTOR SHALL INSTALL TEMPORARY FENCE DURING CONSTRUCTION CONTRACTOR SHALL INSTALL TEMPORARY FENCE DURING CONSTRUCTION TO SECURE SITE. 5. DEMOLISH THE TOP 4 FEET.DEMOLISH THE TOP 4 FEET.
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TOTAL AREA = 4,594 SF
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TO BE DEMOLISHED
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TO BE MILLED AND RESURFACED
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DATE: JAMES JEFFREY OVERTON PE NO. 70362
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GAINESVILLE REGIONAL UTILITIES (GRU)
LIFT STATION NO. 1 IMPROVEMENTS
4651 Salisbury Road, Suite 420
Jacksonville, FL 32256
Tel: (904) 731-7109
FL COA No. EB-0000020
ISSUED FOR BID
C-2
SITE HORIZONTAL CONTROL PLAN
N
ADDED IMPERVIOUS AREA
POST DEVELOPMENT
IMPERVIOUS AREA
TOTAL SITE AREA
POND STORAGE AREA / VOLUME
AutoCAD SHX Text
CART WASH
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STORAGE BUILDING
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CART PATH
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GATE
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8" CHAINLINK
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6' CHAINLINK
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ZONE X
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ZONE A
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APPROXIMATE FEMA FLOOD ZONE LINE PER FIRM SCALE
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SITE BENCHMARK
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SET 5/8" ROAD AND CAP LABELED TRV LB 5075 N:5072.65' E:5112.94' EL:71.34'
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12" METAL LID WITH GROUND ROD
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WOOD DECK
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6' CHAINLINK
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6' CHAINLINK
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"SPEED LIMIT"
AutoCAD SHX Text SANITARY MANHOLE N RIM = 74.49' N INVERT = 60.08' E INVERT = 64.89' (6" PVC) SW INVERT = 59.34' (30" PVC) NW INVERT = 59.69' (30" PVC)
AutoCAD SHX Text SANITARY MANHOLE N RIM = 74.08' S INV = 60.48' (36" HDPE) BOTTOM = 60.47' OTHER INVERTS NOT ACCESSIBLE
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A.K.A. STATE ROAD NO. 26A
AutoCAD SHX Text S.W. 2nd AVENUE
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(100' RIGHT OF WAY)
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METAL LID VAULT LID=74.75' B.O.S.=52.75' E INV=59.31' 12' DIA WELL
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METAL LID VAULT LID=74.69' B.O.S.=52.53 E INV=58.96' (30" PVC) 12' DIA WELL
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SANITARY MANHOLE S RIM = 74.06' ONLY VISIBLE PIPE WAS FM
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G.R.U. LIFT STATION ONE
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TAX PARCEL NO. 06480-000-000
AutoCAD SHX Text CDM SMITH ALL RIGHTS RESERVED. REUSE OF DOCUMENTS: THESE DOCUMENTS AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY OF CDM SMITH AND ARE NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CDM SMITH.
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SHEET NO.
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REV.
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NO.
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DATE
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DRWN
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CHKD
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DESIGNED BY:
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DRAWN BY:
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CROSS CHK'D BY:
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APPROVED BY:
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DATE:
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SHEET CHK'D BY:
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PROJECT NO.
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FILE NAME:
AutoCAD SHX Text A
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AutoCAD SHX Text H
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AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text
REMARKS
AutoCAD SHX Text
MARCH 2023
AutoCAD SHX Text 79338-273090
AutoCAD SHX Text
C002STPL.DWG
AutoCAD SHX Text
A. TABBOUCHE
AutoCAD SHX Text
C. SCOTT
AutoCAD SHX Text
A. TABBOUCHE
AutoCAD SHX Text X
AutoCAD SHX Text
J. OVERTON
AutoCAD SHX Text 1%%34 = 5'
AutoCAD SHX Text 2.5
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CD-1
AutoCAD SHX Text A
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1. COORDINATES SHOWN HEREON ARE BASED ON FLORIDA STATE PLANE ZONE NORTH. COORDINATES SHOWN HEREON ARE BASED ON FLORIDA STATE PLANE ZONE NORTH. ESTABLISHED WITH A NETWORK RTK SOLUTION. 2. BOUNDARY BASED ON PREVIOUS SURVEY BY THIS OFFICE UNDER JOB NUMBER BOUNDARY BASED ON PREVIOUS SURVEY BY THIS OFFICE UNDER JOB NUMBER 09-0433. 3. NO UNDERGROUND INSTALLATION OF UTILITIES OR IMPROVEMENTS HAVE BEEN NO UNDERGROUND INSTALLATION OF UTILITIES OR IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 4. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY ENCROACH. 5. INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY, AND OR INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY, AND OR OWNERSHIP WERE NOT FURNISHED TO THE SURVEYOR EXCEPT AS SHOWN. SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN DONE BY THE SURVEYOR. 6. INFORMATION FROM FEDERAL EMERGENCY MANAGEMENT AGENCY, (F.E.M.A.) FLOOD INFORMATION FROM FEDERAL EMERGENCY MANAGEMENT AGENCY, (F.E.M.A.) FLOOD INSURANCE RATE MAP(S), SHOWN ON THIS MAP WAS CURRENT AS OF THE REFERENCED DATE. MAP REVISIONS AND AMENDMENTS ARE PERIODICALLY MADE BY LETTER AND MAY NOT BE REFLECTED ON THE MOST CURRENT MAP. 7. FENCES, SYMBOLS, MONUMENTATION AND UTILITIES SHOWN HEREON MAY BE FENCES, SYMBOLS, MONUMENTATION AND UTILITIES SHOWN HEREON MAY BE EXAGGERATED FOR PICTORIAL PURPOSES ONLY AND MAY NOT BE SHOWN TO SCALE. 8. VERTICAL DATUM BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). VERTICAL DATUM BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). ESTABLISHED FROM MONUMENT I75 73 B41 RM2 WITH AN ELEVATION OF 131.14'. 9. ADDITIONAL POINTS MAY BE FOUND BY TURNING ON THE SV - NODE* LAYERS IN ADDITIONAL POINTS MAY BE FOUND BY TURNING ON THE SV - NODE* LAYERS IN THE SUPPLIED DIGITAL FILE.
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SURVEYOR'S NOTES:
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CD-1
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CD-1
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5,379 SF (0.12 AC) (0.12 AC)
AutoCAD SHX Text
9048 SF (0.208 AC)
AutoCAD SHX Text ELEV. 72: 205 SF 0 CF 205 SF 0 CF 0 CF ELEV. 72.5: 383 SF 147 CF 383 SF 147 CF 147 CF ELEV. 73: 600 SF 393 CF 600 SF 393 CF 393 CF ELEV. 73.5: 1011 SF 796 CF 1011 SF 796 CF 796 CF
AutoCAD SHX Text
785 SF (0.02 AC)
AutoCAD SHX Text
CD-1
AutoCAD SHX Text A
AutoCAD SHX Text
DATE: JAMES JEFFREY OVERTON PE NO. 70362
AutoCAD SHX Text Last saved by: AUSTJD Time: 4/11/2023 10:35:06 AM
AutoCAD SHX Text XREFs: [CDMS_2436, CEP001SS, CWP000ST, MWP000PL, HWZ000EB-2D EXPORT FOR CIVIL] Images: []
AutoCAD SHX Text pw:\\cdmsmith-az02-pw.bentley.com:pw_pl1\79338\273090\04 Design Services NM_Bid\02 Civil\10 BIM_CADD\C002STPL.dwg
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73.27
73.23
73.28
72.45
72.25
73.02
74.13
73.83
72.77
72.51
73.14
GAINESVILLE REGIONAL UTILITIES (GRU)
LIFT STATION NO. 1 IMPROVEMENTS
4651 Salisbury Road, Suite 420
Jacksonville, FL 32256
Tel: (904) 731-7109
FL COA No. EB-0000020
ISSUED FOR BID
C-3
SITE PAVING AND GRADING PLAN
N
POND STORAGE AREA
ADDED IMPERVIOUS AREA
TOTAL PROPOSED
IMPERVIOUS AREA
TOTAL SITE AREA
PROFILE
PROFILE
PROFILE
PROFILE
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CART WASH
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STORAGE BUILDING
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CART PATH
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GATE
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8" CHAINLINK
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6' CHAINLINK
AutoCAD SHX Text
ZONE X
AutoCAD SHX Text
ZONE A
AutoCAD SHX Text
APPROXIMATE FEMA FLOOD ZONE LINE PER FIRM SCALE
AutoCAD SHX Text
SITE BENCHMARK
AutoCAD SHX Text
SET 5/8" ROAD AND CAP LABELED TRV LB 5075 N:5072.65' E:5112.94' EL:71.34'
AutoCAD SHX Text
12" METAL LID WITH GROUND ROD
AutoCAD SHX Text
WOOD DECK
AutoCAD SHX Text
6' CHAINLINK
AutoCAD SHX Text
6' CHAINLINK
AutoCAD SHX Text
"SPEED LIMIT"
AutoCAD SHX Text SANITARY MANHOLE N RIM = 74.49' N INVERT = 60.08' E INVERT = 64.89' (6" PVC) SW INVERT = 59.34' (30" PVC) NW INVERT = 59.69' (30" PVC)
AutoCAD SHX Text SANITARY MANHOLE N RIM = 74.08' S INV = 60.48' (36" HDPE) BOTTOM = 60.47' OTHER INVERTS NOT ACCESSIBLE
AutoCAD SHX Text
A.K.A. STATE ROAD NO. 26A
AutoCAD SHX Text S.W. 2nd AVENUE
AutoCAD SHX Text
(100' RIGHT OF WAY)
AutoCAD SHX Text
METAL LID VAULT LID=74.75' B.O.S.=52.75' E INV=59.31' 12' DIA WELL
AutoCAD SHX Text
METAL LID VAULT LID=74.69' B.O.S.=52.53 E INV=58.96' (30" PVC) 12' DIA WELL
AutoCAD SHX Text
SANITARY MANHOLE S RIM = 74.06' ONLY VISIBLE PIPE WAS FM
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TH-1 24" DIP FM
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TH-2 4" PVC COND
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TH-3 (2) 2 " 12" COND BPWR
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TH-4 (8) 1" & (4) 4" COND BPWR
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TH-5 CONC BASE
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G.R.U. LIFT STATION ONE
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TAX PARCEL NO. 06480-000-000
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SIDE SLOPE VARIES. 4:1 MAX (TYP)
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SIDE SLOPE VARIES. 3:1 MAX (TYP)
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EXISTING GRADE
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ELECTRICAL BUILDING
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SIDE SLOPE VARIES. 4:1 MAX (TYP)
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SIDE SLOPE VARIES. 3:1 MAX (TYP)
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EXISTING GRADE
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SIDEWALK
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SIDE SLOPE VARIES. 4:1 MAX (TYP)
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SIDE SLOPE VARIES. 3:1 MAX (TYP)
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EXISTING GRADE
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SIDEWALK
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RIPRAP (DITCH LINING) PER FDOT SECTION 530
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SIDE SLOPE 10:1 (TYP)
AutoCAD SHX Text
RIPRAP (DITCH LINING) PER FDOT SECTION 530
AutoCAD SHX Text 73.90
AutoCAD SHX Text 73.90
AutoCAD SHX Text CDM SMITH ALL RIGHTS RESERVED. REUSE OF DOCUMENTS: THESE DOCUMENTS AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY OF CDM SMITH AND ARE NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CDM SMITH.
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SHEET NO.
AutoCAD SHX Text
REV.
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRWN
AutoCAD SHX Text
CHKD
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DESIGNED BY:
AutoCAD SHX Text
DRAWN BY:
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CROSS CHK'D BY:
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APPROVED BY:
AutoCAD SHX Text
DATE:
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SHEET CHK'D BY:
AutoCAD SHX Text
PROJECT NO.
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FILE NAME:
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text G
AutoCAD SHX Text H
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
REMARKS
AutoCAD SHX Text
MARCH 2023
AutoCAD SHX Text 79338-273090
AutoCAD SHX Text
C003STPG.DWG
AutoCAD SHX Text
J. WITTIG
AutoCAD SHX Text
J. THORESON
AutoCAD SHX Text
J. WITTIG
AutoCAD SHX Text
D. PRAH
AutoCAD SHX Text
J. OVERTON
AutoCAD SHX Text 1%%34 = 5'
AutoCAD SHX Text 2.5
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CD-1
AutoCAD SHX Text F
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CD-1
AutoCAD SHX Text G
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CD-1
AutoCAD SHX Text E
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CD-1
AutoCAD SHX Text D
AutoCAD SHX Text
785 SF (0.02 AC)
AutoCAD SHX Text
5,379 SF (0.12 AC) (0.12 AC)
AutoCAD SHX Text
9048 SF (0.208 AC)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
HORIZ. 1" = 5' VERT. 1" = 5'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
HORIZ. 1" = 5' VERT. 1" = 5'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
HORIZ. 1" = 5' VERT. 1" = 5'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text ELEV. 72.0: 205 SF 0 CF 205 SF 0 CF 0 CF ELEV. 72.5: 383 SF 147 CF 383 SF 147 CF 147 CF ELEV. 73.0: 600 SF 393 CF 600 SF 393 CF 393 CF ELEV. 73.5: 1011 SF 796 CF1011 SF 796 CF796 CF
AutoCAD SHX Text
HORIZ. 1" = 5' VERT. 1" = 5'
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VERIFIED VERTICALLY & HORIZONTAL DATA TABLE
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TEST HOLE #
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GROUND ELEVATION
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SERVICE
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SIZE
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TOP ELEVATION
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NORTHING
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EASTING
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TYPE
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TH-1
AutoCAD SHX Text 5192.91
AutoCAD SHX Text 5016.40
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DIP
AutoCAD SHX Text 74.02'
AutoCAD SHX Text 24"
AutoCAD SHX Text 66.62'
AutoCAD SHX Text
FORCEMAIN
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TH-2
AutoCAD SHX Text 5167.58
AutoCAD SHX Text 5020.62
AutoCAD SHX Text
PVC
AutoCAD SHX Text 74.14'
AutoCAD SHX Text 4"
AutoCAD SHX Text 72.25'
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
TH-3
AutoCAD SHX Text 5165.14
AutoCAD SHX Text 5037.31
AutoCAD SHX Text
PVC
AutoCAD SHX Text 74.84'
AutoCAD SHX Text 2x2.5"
AutoCAD SHX Text 72.56'
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
TH-4
AutoCAD SHX Text 5133.35
AutoCAD SHX Text 5088.12
AutoCAD SHX Text
PVC
AutoCAD SHX Text 74.45'
AutoCAD SHX Text 8x1" & 4x4"
AutoCAD SHX Text 71.85'
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ELEC
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TH-5
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SEE SURVEY FOR LIMITS
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CONCRETE
AutoCAD SHX Text 74.58'
AutoCAD SHX Text 74.37'
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OLD WET WELL
AutoCAD SHX Text
DATE: JAMES JEFFREY OVERTON PE NO. 70362
AutoCAD SHX Text Last saved by: AUSTJD Time: 4/11/2023 10:39:23 AM
AutoCAD SHX Text XREFs: [CDMS_2436, CEP001SS, CWP000ST, HWZ000EB-2D EXPORT FOR CIVIL] Images: []
AutoCAD SHX Text pw:\\cdmsmith-az02-pw.bentley.com:pw_pl1\79338\273090\04 Design Services NM_Bid\02 Civil\10 BIM_CADD\C003STPG.dwg
4651 Salisbury Road, Suite 420
Jacksonville, FL 32256
Tel: (904) 731-7109
FL COA No. EB-0000020
ISSUED FOR BID
CD-1
MISCELLANEOUS CIVIL DETAILS
DETAIL C
DETAIL D
DETAIL A
HOT-DIP A.C.W. NO. 9
GUAGE 2" WOVEN WIRE
MESH WITH TWISTED &
BARBED EDGES TOP
AND BOTTOM
10'-0" MAX. (TYP)
CROWN CONC. BASE
1.90" O.D. HOT-DIP
GSP LINE POST
CONCRETE PAD
BRACING &
FITTING
2.375" O.D. HOT-DIP
GSP POSTS AT
CORNERS OR END
POST
1.66" O.D. HOT-DIP GSP
12" DIA. x 3'-6"
DEEP CONC. BASE
4"
NOTES:
1. ALL FENCING SHALL BE IN CONFORMANCE WITH FDOT INDEX 550-002 (TYPE B FENCE) AND 550-003 (TYPE B
CANTILEVER GATE), LATEST VERSION. TYPE B FENCE SHALL BE INSTALLED WITH PRIVACY SCREENING TO
MATCH EXISTING.
2. THE LOCK HASP SHALL BE CAPABLE OF ACCEPTING A STANDARD PADLOCK.
3. HEIGHT OF FENCE AT LIFT STATION SHALL BE 6'.
4. FENCE SHALL INCLUDE GROUNDING SYSTEM. SEE ELECTRICAL SHEETS.
1" DIA LIFTING EYE-BOLT MADE OF ZINC
PLATE STEEL. CONNECT EYE-BOLT AND
ALL-THREAD WITH A COUPLING NUT.
EMBED ALL-THREAD A MINIMUM OF 36".
ROUNDED CONC FILL
(3000 PSI MIN)
5" DIA STL PIPE
(SCH 40)
FIN FLOOR
GROUT PORT HOLE
(IF REQUIRED)
CORE HOLE IN
EXISTING SLAB
SEE NOTE 2 (TYP)
6" DIA (SCH 40) PIPE
SLEEVE W/ BOTTOM
CAP ⅊
FILL W/ 2500 PSI
GROUT/CONCRETE
(SEE NOTE 2)
AUGER
18" DIA
(MIN)
NOTES:
1. PAINT WITH HIGHLY VISIBLE
COLOR (DETERMINED BY OWNER).
BELOW BOTTOM OF FINISHED
FLOOR ONLY PRIMER AND SINGLE
COAT OF PAINT REQUIRED.
2. IF AUGER OF HOLE CREATES A
VOID IN THE SUBGRADE BENEATH
SLAB, CONTRACTOR SHALL
DETERMINE EXTENT OF
UNDERMINING AND REPLACE
WITH 2500 PSI GROUT/CONCRETE
BY DRILLING 2" DIA PORT HOLES
IN SLAB.
PRIVACY SCREEN TO
MATCH EXISTING
DETAIL B
DETAIL E DETAIL F
DETAIL H
DETAIL G
PIPE BEDDING NOTES
DETAIL I
DETAIL J
DETAIL K
Ƿ
POINTS IN OVERALL FRAME)
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COMPACTED TO 98% OF MODIFIED PROCTOR
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12" STABILIZED SUBGRADE LBR 40
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1-1/4" TYPE S-III ASPHALTIC CONCRETE
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COMPACTED TO 98% OF MODIFIED PROCTOR
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8" LIMEROCK BASE, PRIMED
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DENSITY (AASHTO T-180)
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DENSITY (AASHTO T-180)
AutoCAD SHX Text CDM SMITH ALL RIGHTS RESERVED. REUSE OF DOCUMENTS: THESE DOCUMENTS AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY OF CDM SMITH AND ARE NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CDM SMITH.
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SHEET NO.
AutoCAD SHX Text
REV.
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRWN
AutoCAD SHX Text
CHKD
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DESIGNED BY:
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DRAWN BY:
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CROSS CHK'D BY:
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SHEET CHK'D BY:
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text G
AutoCAD SHX Text H
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
REMARKS
AutoCAD SHX Text
MARCH 2023
AutoCAD SHX Text 79338-273090
AutoCAD SHX Text
CD01DTLS.DWG
AutoCAD SHX Text
A. TABBOUCHE
AutoCAD SHX Text
C. SCOTT
AutoCAD SHX Text
A. TABBOUCHE
AutoCAD SHX Text
D. PRAH
AutoCAD SHX Text
J. OVERTON
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ASPHALT PAVEMENT
AutoCAD SHX Text
NTS
AutoCAD SHX Text C-3
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PAVEMENT TRANSITION BETWEEN NEW
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EXISTING ASPHALT PAVEMENTS
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NTS
AutoCAD SHX Text C-3
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PRIME COAT
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COURSE
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& SUBBASE
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NEW BASE
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SET BACK
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6" MIN
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ASPHALT
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BEFORE PLACEMENT OF NEW
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KEYWAY AND APPLY TACK COAT
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SAW CUT EX ASPHALT, PROVIDE
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SLOPE 1:4
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USE TRANSITION
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NEW PAVING
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BITUMINOUS CONC
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SURFACE COURSE
AutoCAD SHX Text 3"
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EXIST PAVING
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EXIST SURFACE COURSE
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EXIST BASE COURSE
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FENCE AND CANTILEVER GATE DETAIL
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NTS
AutoCAD SHX Text C-2
AutoCAD SHX Text 6'-0"
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REMOVABLE BOLLARD DETAIL
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NTS
AutoCAD SHX Text C-2
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T= 4" THICK FOR CONCRETE SIDEWALK
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EXPANSION JOINT FILLER
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TYPE C-1
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EXPANSION JOINT
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TYPE A
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STRUCTURE
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EXPANSION JOINT FILLER
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JOINT SEALER
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OR
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CASTING
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TYPE C-2
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JOINT SEALER
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TRANSVERSE CONTRACTION OR LONGITUDINAL JOINT, SAWED OR PREFORMED
AutoCAD SHX Text 1/8 - 1/4
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
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SIDEWALK CONCRETE JOINTS
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NTS
AutoCAD SHX Text C-3
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3" WIDE SMOOTH TROWELLED EDGE
AutoCAD SHX Text 1/2" W x 3/4" D TOOLED CONTROL
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LIGHT BROOM FINISH -
AutoCAD SHX Text WWF 6x6-W4xW4
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AS SPECIFIED
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6" LAYER CONCRETE
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SUBBASE COURSE
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8" PROCESSED GRAVEL
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PERPENDICULAR TO TRAFFIC WITH
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JOINT (MAX. 5' O.C. TYP.) W/ 1/4" RADII.
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COMPACTED SUBGRADE
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FINISHED GRADE
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CONCRETE PAVEMENT
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NTS
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1.5" HOSE STATION DETAIL
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NTS
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%%UTYPICAL CROSS SECTION FOR WALKS
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PITCH 1/2"
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%%UFLUSH W/ PAVEMENT
AutoCAD SHX Text WWF 6x6-W1.4xW1.4
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AutoCAD SHX Text 6"
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AutoCAD SHX Text WWF 6x6-W1.4xW1.4
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6" GRAVEL BASE
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PITCH 1/2"
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%%UAT MASONRY STRUCTURE
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PITCH 1/2"
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%%ULONGITUDINAL SECTION
AutoCAD SHX Text WWF 6x6-W1.4xW1.4
AutoCAD SHX Text WWF 6x6-W1.4xW1.4
AutoCAD SHX Text 4"
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VARIES
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FINISH GRADE
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JOINT 5'- 0" O.C.
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1/2" 3/4" TOOLED CONTRACTION
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FINISH GRADE
AutoCAD SHX Text X
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AutoCAD SHX Text 2"
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6" GRAVEL BASE
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COMPACTED SUBGRADE
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(NOTE 3)
AutoCAD SHX Text 1'-0"
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FOR WALKS
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CONCRETE SIDEWALK
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NTS
AutoCAD SHX Text C-3
AutoCAD SHX Text NOTES: : 1. SURFACE OF PAVING TO BE BROOM FINISHED. SURFACE OF PAVING TO BE BROOM FINISHED. 2. FINISH SURFACE SHALL BE SLOPED FOR POSITIVE DRAINAGE AND FINISH SURFACE SHALL BE SLOPED FOR POSITIVE DRAINAGE AND SHALL SLOPE AWAY FROM STRUCTURES. 3. EXPANSION JOINTS FOR WALKS SHALL NOT EXCEED 30' O.C. AND EXPANSION JOINTS FOR WALKS SHALL NOT EXCEED 30' O.C. AND SHALL BE PLACED AT ALL BUILDING ABUTMENTS. CONTRACTION JOINTS SHALL NOT EXCEED 5' O.C. 4. GRAVEL BASE SHALL BE UNDERLAIN BY GEOTEXTILE FABRIC AS GRAVEL BASE SHALL BE UNDERLAIN BY GEOTEXTILE FABRIC AS SPECIFIED IN SECTION 130519.13. 5. SIDEWALKS SHALL BE 6' WIDE UNLESS OTHERWISE MARKED. SIDEWALK SIDEWALKS SHALL BE 6' WIDE UNLESS OTHERWISE MARKED. SIDEWALK ACESS TO BUILDINGS SHALL BE 2' WIDER THAN DOOR OPENING.
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6" BANK-RUN GRAVEL BASE FOR WALKS
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6" GRAVEL BASE FOR WALKS
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RIGID NON-BITUMINOUS JOINT FILLER @ PAVING
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PAVING OR AGGREGATE ROAD
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1/2" PREMOLDED JOINT FILLER
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1/2" FIBERFILL EXPANSION JOINT
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1. PIPE BEDDING & TRENCH BACKFILL - COMMON FILL OR SELECTED COMMON FILL MATERIAL COMPACTED IN LAYERS TO 95% MAXIMUM DENSITY AS PER AASHTO T180 AND 98% UNDER PAVED AREAS. SEE SPECIFICATIONS 2. USE OF TYPE A-2 AND A-3 PIPE BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE ENGINEER. 3. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. DEWATER AS NECESSARY. 4. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF FLOW. 5. 10" MAX FOR PIPE DIAMETER LESS THAN 24";12" MAX FOR PIPE DIAMETER LESS THAN 42", AND 24" MAX FOR PIPE DIAMTER 42" AND OVER 6. CONCRETE STRENGTH, (28 DAYS): CLASS "A" = 4,000 PSI, CLASS "B" = 3,000 PSI, CLASS "C" = 2500 PSI. 7. 4" MIN FOR PIPE 24" DIA & LESS; 6" MIN FOR PIPE 30" & LARGER OF COMPACTED SELECTED COMMON FILL. 8. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL BE AS REQ'D TO REACH SUITABLE FOUNDATION; FOR NON-CUSHIONING TRENCH DEPTH SHALL BE BE 6" BELOW BOTTOM OF UTILITY 9. SHEETING SHALL BE DRIVEN BELOW THE UTILITY INVERT IF REQUIRED FOR LATERAL SUPPORT OR UNSUITABLE MATERIAL REMOVAL. WHERE DRIVEN BELOW PIPE INVERT, SHEETING SHALL BE CUT OFF A MIN OF 12" ABOVE TOP OF PIPE, OR HIGHER, AS AUTHORIZED BY THE ENGINEER, AND LEFT IN PLACE. IN NO CASE SHALL SHEETING LEFT IN PLACE EXTEND HIGHER THAN 30" BELOW SURFACE GRADE UNLESS SPECIFICALLY APPROVED. BRACING SHALL BE PROVIDED AS REQUIRED. 10. BACKFILL MATERIALS SHALL BE EITHER OF THE SAME TYPE AND COMPOSITION AS THE MATERIALS REMOVED, OR OF EQUAL OR GREATER STRUCTURAL ADEQUACY. EXCAVATED MATERIALS MIXED WITH DELETERIOUS SUBSTANCES DURING CONSTRUCTION SHALL NOT BE USED FOR BACKFILLING.
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REFILLED & COMPACTED TO 98% MAXIMUM DENSITY BY AASHTO T-180
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COMPACTED LIMEROCK BASE REPLACEMENT TWO TIMES THICKNESS OF EXIST BASE (MIN 16")
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UNDISTURBED EARTH
AutoCAD SHX Text SHEETING ORDERED LEFT IN PLACE TO BE CUT OFF 30" BELOW FIN GRADE OR 12" ABOVE TOP OF PIPE (SEE NOTE 9)
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SELECTED COMMON FILL (SEE NOTE 1)
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12 TRENCH WIDTH 18" MIN (TYP)
AutoCAD SHX Text SURFACE TREATED PAVEMENT JOINT SHALL BE LAPPED AND FEATHERED CONCRETE AND ASPHALT PAVEMENT - EXIST SURFACE & BASE TO BE CUT SQUARE WITH CONCRETE SAW WEARING SURFACE TO BE SAME TYPE AND THICKNESS AS EXIST PAVEMENT
AutoCAD SHX Text 6"
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LAYERS
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LAYERS
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LIMIT OF PAVEMENT
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PIPE
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BEDDING
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TRENCH
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BACKFILL
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16" MIN
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VARIES W/ SIZE OF PIPE
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EXISTING
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WEARING SURFACE
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TRENCH WIDTH VARIES
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W/ SIZE OF PIPE
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SEE NOTE 7
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ASPHALT PAVEMENT
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TYPE A-1 PIPE BEDDING
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NTS
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1-1/2" SS 90° BEND
AutoCAD SHX Text 1-1/2"x 3/4" SS TEE
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3/4" WATTS SC-6 HOSE BIBB OR EQUAL.
AutoCAD SHX Text 1-1/2" SS RISER w/3/4" THICK ARMOFLEX INSULATION
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1-1/2" 316 S.S. BALL VALVE
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1-1/2" S.S. NIPPLE
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1-1/2" SS PIPE
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1-1/2" SS NIPPLE
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1-1/2" MALE CAMLOCK
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SEE CONC. VALVE BOX
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PAD. IDENT. DISC. DETAIL
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ANCHORED IN CONC. PAD
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3" DIA. BRONZE DISC
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FINISH
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GRADE
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MAX.
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24" SQUARE
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BOX
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SLIDE TYPE VALVE
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VALVE MANUFACTURER
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AS REQUIRED BY
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PROVIDE EXTENSION
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NO 4 CONT
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VALVE AND BOX
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NTS
AutoCAD SHX Text C-2
AutoCAD SHX Text CAST IRON STAY PUT COVER W/RAISED LETTERS MARKED "WATER," "REUSE WATER" OR "SEWER". COLOR CODE PER OWNER'S SPECIFICATIONS IN 09902
AutoCAD SHX Text 4"x4"x12" LG PRECAST CONC POST
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VALVE BOX IDENTIFICATION
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NTS
AutoCAD SHX Text C-2
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SERVICE
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TO OPEN
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NO OF TURNS
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DIRECTION &
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18" DEEP
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TO BE ENGRAVED
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ALL LETTERS
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TYPE OF VALVE
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SIZE OF VALVE
AutoCAD SHX Text 16"
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GV
AutoCAD SHX Text L-31 78
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PROCESS WATER
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FIN GR OR
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ASPH PVM'T
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8" DIA BRONZE
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DISC ENGRAVED
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VALVE BOX
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LATCH & CATCH AS REQUIRED
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CONCRETE SHALL BE CROWNED 1" ABOVE NATURAL GROUND AT ALL POSTS.
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18" DIA. (TYP.)
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#7 GA. TENSION WIRE (TOP & BOTTOM) HOG RING TO FABRIC
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BARB WIRE AS REQUIRED
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TRUSS RODS WELDED AT UPPER CORNERS
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38"DIA. TRUSS RODS
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2" OD PIPE VERTICAL MEMBERS
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14"X "TENSION BAR34"TENSION BAR
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1" WIDE BANDS @ 14" OC (TYP.)
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GATE OPENING BETWEEN POSTS
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BACK FRAME (NO FABRIC)
AutoCAD SHX Text See Detail B
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text 6"
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text Clear
AutoCAD SHX Text 6"
AutoCAD SHX Text 3"
AutoCAD SHX Text 6'-6"
AutoCAD SHX Text 3"
AutoCAD SHX Text Varies
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FRONT ELEVATION
AutoCAD SHX Text 18" Dia.
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WELDED PLATE WITH HOLE FOR TRUSS ROD. TRUSS ROD THREADED FOR " NUT.38" NUT.
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2" NOM. DIA. PIPE 2.375" OD 3.65 #/FT. (TOP & BOTTOM MEMBERS)
AutoCAD SHX Text 3" Ø LATCH POST SCH. 40 STEEL PIPE 2 1/2" NOM. SIZE 2 2.875" OD 5.79 #/FT. 12' LONG (TO BE FURNISHED AND INSTALLED WITH GATE)
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4" Ø SUPPORT POST SCH. 40 STEEL PIPE 3 1/2" NOM. DIA. 4" OD 9.11 #/FT. 12' LONG
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4" Ø SUPPORT POST SCH. 40 STEEL PIPE 3 1/2" NOM. DIA. 4" OD 9.11 #/FT. 12' LONG
AutoCAD SHX Text 2" Ø PIPE SCH. 40 1 1/2 1 1/2 1 1/2 " NOM. SIZE 1.9" OD 2.72 OD 2.72 OD 2.72 #/FT. (AT EACH END & Ƿ
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TYPICAL FRAME - 24' OPENING
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TYPICAL FRAME - 12', 16' & 20' OPENING
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DETAIL B
AutoCAD SHX Text 12'
AutoCAD SHX Text 16'
AutoCAD SHX Text 20'
AutoCAD SHX Text 24'
AutoCAD SHX Text 24'-3"
AutoCAD SHX Text 20'-3"
AutoCAD SHX Text 16'-3"
AutoCAD SHX Text 12'-3"
AutoCAD SHX Text 6'
AutoCAD SHX Text 8'
AutoCAD SHX Text 10'
AutoCAD SHX Text 12'
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BACK FRAME
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GATE FRAME
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GATE OPENING
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GATE FRAME
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FENCE (NOT INCLUDED)
AutoCAD SHX Text Last saved by: AUSTJD Time: 4/7/2023 1:36:37 PM
AutoCAD SHX Text XREFs: [CDMS_2436] Images: []
AutoCAD SHX Text pw:\\cdmsmith-az02-pw.bentley.com:pw_pl1\79338\273090\04 Design Services NM_Bid\02 Civil\10 BIM_CADD\CD01DTLS.dwg
AutoCAD SHX Text
DATE: JAMES JEFFREY OVERTON PE NO. 70362
4651 Salisbury Road, Suite 420
Jacksonville, FL 32256
Tel: (904) 731-7109
FL COA No. EB-0000020
ISSUED FOR BID
CD-2
EROSION CONTROL DETAILS
DETAIL BDETAIL A
AutoCAD SHX Text CDM SMITH ALL RIGHTS RESERVED. REUSE OF DOCUMENTS: THESE DOCUMENTS AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY OF CDM SMITH AND ARE NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CDM SMITH.
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
REV.
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NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRWN
AutoCAD SHX Text
CHKD
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DESIGNED BY:
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DRAWN BY:
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CROSS CHK'D BY:
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APPROVED BY:
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DATE:
AutoCAD SHX Text
SHEET CHK'D BY:
AutoCAD SHX Text
PROJECT NO.
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FILE NAME:
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text G
AutoCAD SHX Text H
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AutoCAD SHX Text
REMARKS
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MARCH 2023
AutoCAD SHX Text 79338-273090
AutoCAD SHX Text
CD02DTLS.DWG
AutoCAD SHX Text
A. TABBOUCHE
AutoCAD SHX Text
C. SCOTT
AutoCAD SHX Text
A. TABBOUCHE
AutoCAD SHX Text
D. PRAH
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J. OVERTON
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PRINCIPLE POST POSITION (CANTED 20°TOWARD FLOW)
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FILTER FABRIC
AutoCAD SHX Text NOTE: SPACING FOR TYPE III FENCE TO BE IN ACCORDANCE WITH CHART I, SHEET 1 OF 3 AND DITCH INSTALLATIONS AT DRAINAGE STRUCTURES SHEET 2 OF 3
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SECTION
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ELEVATION
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SILT FLOW
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OPTIONAL POST POSITIONS
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VERTICAL
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FILTER FABRIC (IN CONFORMANCE WITH SEC. 985 F.D.O.T. SPEC.)
AutoCAD SHX Text POST OPTIONS: WOOD 2-1/2" MIN. DIA. WOOD 2"X4" OAK 1-1/2"X1-1/2" STEEL 1.33 LBS./FT. MIN.
AutoCAD SHX Text NOTES: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED SILT FENCE (L.F.)
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TYPE III SILT FENCE
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TYPE III SILT FENCE PROTECTION AROUND DITCH BOTTOM INLETS
AutoCAD SHX Text DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING WATERCOURSES. SILT FENCES ARE TO BE USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER.
AutoCAD SHX Text
SILT FLOW
AutoCAD SHX Text 10' MAXIMUM SPACING WITH WIRE SUPPORT FENCE, 6' MAXIMUM SPACING WITHOUT WIRE SUPPORT FENCE
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EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT
AutoCAD SHX Text NOTES: 1. SILT FENCE SHALL BE SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. 2. INSPECT AND REPAIR FENCE INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 9" MAXIMUM RECOMMENDED STORAGE HEIGHT. 3. REMOVED SEDIMENT SHALL REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED.
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ATTACH FILTER FABRIC SECURELY TO UPSTREAM SIDE OF POST
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FLOW
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STEEL OR WOOD POST- 36" HIGH MAX.
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FLOW
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4"X6" TRENCH WITH COMPACTED BACKFILL
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PONDING HEIGHT
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FLOW
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34" MIN. DRAIN ROCK
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PONDING HEIGHT
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STEEL OR WOOD POST
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TRENCH DETAIL
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INSTALLATION WITHOUT TRENCHING
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TYPE IV SILT FENCING
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NTS
AutoCAD SHX Text C-3
AutoCAD SHX Text
SILT FENCE APPLICATIONS
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NTS
AutoCAD SHX Text C-3
AutoCAD SHX Text Last saved by: THORESONJR Time: 3/3/2023 10:33:52 AM
AutoCAD SHX Text XREFs: [CDMS_2436] Images: []
AutoCAD SHX Text pw:\\cdmsmith-az02-pw.bentley.com:pw_pl1\79338\273090\04 Design Services NM_Bid\02 Civil\10 BIM_CADD\CD02DTLS.dwg
AutoCAD SHX Text
DATE: JAMES JEFFREY OVERTON PE NO. 70362
4651 Salisbury Road, Suite 420
Jacksonville, FL 32256
Tel: (904) 731-7109
FL COA No. EB-0000020
ISSUED FOR BID
CD-3
MAINTENANCE OF TRAFFIC DETAILS
FDOT INDEX 602
1 Drawing3 TEXT2 PLOT
AutoCAD SHX Text CDM SMITH ALL RIGHTS RESERVED. REUSE OF DOCUMENTS: THESE DOCUMENTS AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY OF CDM SMITH AND ARE NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CDM SMITH.
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SHEET NO.
AutoCAD SHX Text
REV.
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRWN
AutoCAD SHX Text
CHKD
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DESIGNED BY:
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DRAWN BY:
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CROSS CHK'D BY:
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APPROVED BY:
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DATE:
AutoCAD SHX Text
SHEET CHK'D BY:
AutoCAD SHX Text
PROJECT NO.
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FILE NAME:
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text G
AutoCAD SHX Text H
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
REMARKS
AutoCAD SHX Text
MARCH 2023
AutoCAD SHX Text 79338-273090
AutoCAD SHX Text
CD03DTLS.DWG
AutoCAD SHX Text
A. TABBOUCHE
AutoCAD SHX Text
C. SCOTT
AutoCAD SHX Text
A. TABBOUCHE
AutoCAD SHX Text
D. PRAH
AutoCAD SHX Text
J. OVERTON
AutoCAD SHX Text Last saved by: THORESONJR Time: 3/3/2023 10:36:30 AM
AutoCAD SHX Text XREFs: [CDMS_2436] Images: []
AutoCAD SHX Text pw:\\cdmsmith-az02-pw.bentley.com:pw_pl1\79338\273090\04 Design Services NM_Bid\02 Civil\10 BIM_CADD\CD03DTLS.dwg
AutoCAD SHX Text
DATE: JAMES JEFFREY OVERTON PE NO. 70362
4651 Salisbury Road, Suite 420
Jacksonville, FL 32256
Tel: (904) 731-7109
FL COA No. EB-0000020
ISSUED FOR BID
CD-4
MAINTENANCE OF TRAFFIC DETAILS
SIDEWALK CLOSURE AND FDOT INDEX 660
1 Drawing3 TEXT2 PLOT
SIDEWALK CLOSURE PLAN
AutoCAD SHX Text CDM SMITH ALL RIGHTS RESERVED. REUSE OF DOCUMENTS: THESE DOCUMENTS AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY OF CDM SMITH AND ARE NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CDM SMITH.
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SHEET NO.
AutoCAD SHX Text
REV.
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRWN
AutoCAD SHX Text
CHKD
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DESIGNED BY:
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DRAWN BY:
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CROSS CHK'D BY:
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APPROVED BY:
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DATE:
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SHEET CHK'D BY:
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PROJECT NO.
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FILE NAME:
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text G
AutoCAD SHX Text H
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
REMARKS
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MARCH 2023
AutoCAD SHX Text 79338-273090
AutoCAD SHX Text
CD04DTLS.DWG
AutoCAD SHX Text
A. TABBOUCHE
AutoCAD SHX Text
D. AUST
AutoCAD SHX Text
A. TABBOUCHE
AutoCAD SHX Text
D. PRAH
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J. OVERTON
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SCALE = NTS
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ROAD
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WORK
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AHEAD
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ROAD
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WORK
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AHEAD
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SIDEWALK
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CLOSED
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AHEAD
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SIDEWALK CLOSED
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CROSS HERE
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DETOUR
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R9-11AL
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M4-9BR
AutoCAD SHX Text W20-1F
Aut…
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