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HomeMy WebLinkAbout2020.06.12 - Port St. Lucie, FL - Ft. Pierce - S&SPROJECT DESCRIPTION INSTALLATION OF (1) UTILITY TRANSFORMER, (1) NB STATION, AND (6) ELECTRIC VEHICLE (EV) CHARGE POSTS WITH ASSOCIATED UTILITY EQUIPMENT IN EXISTING PARKING LOT. TOTAL DISTURBED AREA: ±0.01 (554 S.F.) EQUIPMENT AREA: ±0.01 (488 S.F.) FDOT SPECIFICATION THE STANDARD SPECIFICATIONS OF THE STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION, INCLUDING CHANGES AND SUPPLEMENTAL SPECIFICATIONS LISTED IN THE PROPOSAL SHALL GOVERN THIS IMPROVEMENT. VICINITY MAP N.T.S. PROJECT SITE PLAN REPRODUCTION WARNING THE PLANS HAVE BEEN PREPARED FOR PRINTING ON ANSI B (22"x34") SHEETS. PRINTING ON OTHER SIZE SHEETS MAY DISTORT SCALES. REFER TO GRAPHIC SCALES.NB FLORIDA'S TURNPIKE (TOLL RD)PROJECT INFORMATION SITE ADDRESS MILE MARKER 144, FLORIDA TURNPIKE PORT ST. LUCIE, FL 34984 COUNTY PARCEL NUMBER 3431-122-0001-000-5 FACILITY OWNER FLORIDA'S TURNPIKE ENTERPRISE FPID 422418-5-52-01 MILE MARKER 144 SITE ELEVATION APPROX. 59.3' ASL UTILITY NAME FPL UTILITY ADDRESS 700 UNIVERSE BLVD JUNO BEACH, FL 33408 UTILITY CONTACT INFORMATION PAUL MORRISON DEVELOPER NAME ANUJ CHOKSHI DEVELOPER ADDRESS 700 UNIVERSE BLVD JUNO BEACH, FL 33408 CIVIL ENGINEER OF RECORD (EOR)LEONARDO SFERRA CIVIL EOR ADDRESS 520 S MAIN STREET AKRON, OHIO 44311 CIVIL EOR CONTACT INFORMATION (330) 572-2100 CODE(S) APPLIED 2017 FLORIDA BUILDING CODE, 6TH EDITION WITH AMENDMENTS 2017 NATIONAL ELECTRICAL CODE IN THE EVENT OF CONFLICT, THE MOST RESTRICTIVE CODE SHALL PREVAIL SHEET INDEX SHEET CIVIL SHEET NAME REV DATE C-001 COVER SHEET 3 6/11/2020 C-002 CIVIL CONSTRUCTION NOTES 3 6/11/2020 C-003 CIVIL CONSTRUCTION NOTES 3 6/11/2020 C-004 CIVIL CONSTRUCTION NOTES 3 6/11/2020 C-100 EXISTING CONDITIONS AND REMOVAL PLAN 3 6/11/2020 C-200 CIVIL SITE PLAN 3 6/11/2020 C-201 OVERALL CIVIL SITE PLAN 3 6/11/2020 C-202 SIGNING AND PAVEMENT MARKING PLAN 3 6/11/2020 C-300 GRADING AND DRAINAGE PLAN 3 6/11/2020 C-700 CIVIL DETAILS 3 6/11/2020 C-701 CIVIL DETAILS 3 6/11/2020 1 2 3 4 5 C B A JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BIDFPL EV FAST CHARGERSMILE MARKER 144, FLORIDA TURNPIKEPORT ST. LUCIE FL 349842020078.06 GPD GROUP, INC.® LIC. # - 30920 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2102 REV.DATEDESCRIPTIONDrawing Name: O:\2020\2020078\06 - Ft. Pierce, FL- Turnpike\dwg\2020078.06 Civil CDs.dwgJune 12, 2020 9:52 AM - dpuchDESIGNERPROJECT MANAGER COVER SHEETC-001 FPL EV FAST CHARGERS SB FLORIDA'S TURNPIKE (TOLL RD)FOR ELECTRICAL SHEET INDEX, REFER TO SHEET G-000 MAP DATA ©2020 GOOGLE 06/12/20 1 2 3 4 5 C B A JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BIDFPL EV FAST CHARGERSMILE MARKER 144, FLORIDA TURNPIKEPORT ST. LUCIE FL 349842020078.06 GPD GROUP, INC.® LIC. # - 30920 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2102 REV.DATEDESCRIPTIONDrawing Name: O:\2020\2020078\06 - Ft. Pierce, FL- Turnpike\dwg\2020078.06 Civil CDs.dwgJune 12, 2020 9:52 AM - dpuchDESIGNERPROJECT MANAGER CIVIL CONSTRUCTIONNOTESC-002 SITE BENCHMARK CLEANOUT STORM MANHOLE STORM INLET (RECTANGLE) WATER VALVE IRRIGATION CONTROL VALVE WATER PRESSURE REGULATOR WATER WELL LIGHT POLE ELECTRIC TRANSFORMER ELECTRIC BOX GUYWIRE UTILITY POLE FIBEROPTIC MARKER HANDICAP PARKING BUS STOP ELECTRONIC SIGN DECIDUOUS TREE PALM TREE LANDSCAPED AREA SIGN STORM LINE (UNDERGROUND) WATER LINE (UNDERGROUND) GAS LINE (UNDERGROUND) ELECTRIC LINE (UNDERGROUND) ELECTRIC LINE (OVERHEAD) TELEPHONE LINE (UNDERGROUND) FENCE EXISTING LEGENDGENERAL CONSTRUCTION NOTES 1.FOR THE PURPOSE CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: GENERAL CONTRACTOR: TBD CONTRACTOR: TBD OWNER: FPL FACILITY OWNER: TIITF/FLA TURNPIKE OPERATION CENTER FLORIDA TURNPIKE ENTERPRISE (FTE) 2.THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THE PLAN ARE BASED ON AN EXISTING SITE PLAN. DUE TO THE LIMITATIONS IN TECHNOLOGY AND GROUND CONDITIONS, NOT ALL UNDERGROUND UTILITIES ARE ABLE TO BE LOCATED. IF AN EXISTING UTILITY LINE IS DAMAGED DURING CONSTRUCTION, IT SHALL BE DETERMINED IF SAID UTILITY LINE WAS ABLE TO BE LOCATED WITH CURRENT TECHNOLOGY BEFORE THE UTILITY LOCATES WOULD TAKE RESPONSIBILITY. EXISTING UNDERGROUND UTILITY LOCATES ARE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL UTILIZE GROUND PENETRATING RADAR TO LOCATE ALL EXISTING UNDERGROUND UTILITY LINES PRIOR TO CONSTRUCTION. 3.ALL PROPERTY LINES, RIGHT OF WAYS, CENTERLINES, DIMENSIONS, GRADES, AND UTILITY LOCATIONS SHOWN ON THESE PLANS WERE BASED ON AN EXISTING SITE PLAN. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY CONSTRUCTION/PROJECT MANAGER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO INFORMATION SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 4.THE GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL CONTRACT DOCUMENTS, FIELD DOCUMENTS, DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 5.ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUES ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK. 6.ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND FEDERAL, STATE AND LOCAL JURISDICTION CODES, ORDINANCES AND APPLICABLE REGULATIONS. 7.UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATION ON THE DRAWINGS. 8.PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY THE ENGINEER PRIOR TO PROCEEDING WITH WORK. 9.THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 10.IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE ENGINEER PRIOR TO PROCEEDING. 11.THE GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLINES. 12.CONSTRUCTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. 13.WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. 14.THE CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO COMMENCEMENT OF WORK. 15.THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 16.THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 17.THE GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS TO THE SITE AND/OR BUILDING. 18.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONSTRUCTION UNTIL JOB COMPLETION. 19.THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. 20.THE GENERAL CONTRACTOR SHALL PROVIDE PORTABLE A MINIMUM OF (6) FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A OT 2-A:10-B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION. 21.ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. THE CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED SPACE, C) ELECTRICAL SAFETY, AND D) TRENCHING & EXCAVATION. 22.ONLY ITEMS SPECIFICALLY CALLED OUT TO BE REMOVED OR DEMOLISHED SHALL BE AFFECTED. ANY ITEMS INCLUDING, BUT NOT LIMITED TO, CURBS, PAVEMENT, UTILITY ITEMS, LANDSCAPING, ETC. SHALL REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION. CONTRACTOR IS RESPONSIBLE TO REPAIR OR REPLACE ANY AFFECTED ITEMS AT OWNERS DISCRETION. 23.ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES. 24.THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. 25.CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL. 26.THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO EITHER 100% OF STANDARD PROCTOR (SUBGRADE WITH NO STABILIZATION PER FDOT SPECIFICATION 120-9) OR 98% OF MODIFIED PROCTOR (STABILIZED SUBGRADE PER FDOT SPECIFICATION 160-4.3.1). ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL BE BACKFILLED ACCORDING SECTION 125 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION MANUAL, CURRENT EDITION, LATEST REVISION. 27.ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER. 28.ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER DOCUMENTS SHALL BE TURNED OVER TO THE OWNER AT COMPLETION OF CONSTRUCTION AND PRIOR TO PAYMENT. 29.THE CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS-BUILT REDLINES TO THE GENERAL CONTRACTOR AND OWNER UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. 30.THE CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION AT THE END OF EACH WORKDAY AND TURNOVER TO OWNER. 31.THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND IS NOT FOR HUMAN HABITATION (NO HANDICAP ACCESS REQUIRED FOR SERVICE EQUIPMENT). HANDICAP ACCESS MAY BE REQUIRED FOR CHARGING POSTS. SEE SHEET C-200. 32.NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. 33.CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR CONSTRUCTION. IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR AND OWNER IMMEDIATELY. 34.THE CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS AND DISPOSE IN A LAWFUL MANNER. 35.INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS PROVIDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. TRAFFIC CONTROL NOTES 1.PRIOR TO CONSTRUCTION, CONTRACTOR SHALL UTILIZE TEMPORARY TRAFFIC CONTROL (TTC) PLAN BY AWP (AREA WIDE PROTECTIVE) TO ENSURE PROPER TRAFFIC CONTROL. 2.DURING THE CONSTRUCTION PERIOD; SIDEWALKS, SHOULDERS, TRAVEL LANE(S), OR STREETS MAY HAVE TO BE TEMPORARILY CLOSED OR RESTRICTED FOR THE UNLOADING / LOADING OF EQUIPMENT OR AS A RESULT OF CONSTRUCTION ACTIVITIES THEMSELVES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE DIRECTLY WITH THE LOCAL GOVERNING AUTHORITIES ON ANY SUCH CLOSURES AND MUST OBTAIN WRITTEN PERMISSION FROM THE APPROPRIATE AUTHORITIES PRIOR TO IMPLEMENTING SUCH CLOSURES OR RESTRICTIONS. ANY CLOSURE OR RESTRICTION MUST COMPLY WITH THE STATE MANUAL OF UNIFORM CONTROL DEVICES (MUTCD) FOR STREETS AND HIGHWAYS (LATEST EDITION AND REVISION), AND WITH ANY AND ALL ADDITIONAL APPLICABLE CITY, VILLAGE, OR COUNTY REQUIREMENTS. THE CONTRACTOR SHALL PREPARE AND SUBMIT A FORMAL TRAFFIC CONTROL / MOT PLAN TO THE LOCAL GOVERNING AUTHORITIES IF REQUESTED. ALL REQUIRED CONSTRUCTION TRAFFIC MAINTENANCE DEVICES SHALL BE PROVIDED, ERECTED AND MAINTAINED, AND ULTIMATELY REMOVED BY THE CONTRACTOR. 3.THE CONTRACTOR SHALL MAINTAIN SAFE AND SATISFACTORY ACCESS TO ALL ABUTTING PROPERTIES AND INTERSECTING STREET AT ALL TIMES DURING THE CONSTRUCTION OF THE IMPROVEMENTS ANTICIPATED. DRIVEWAYS MUST BE MAINTAINED AND ALL TRENCHES SHALL BE BACKFILLED AT THE END OF EACH WORK DAY. PER THE STATE MUTCD AND OTHER APPLICABLE APPROPRIATE GOVERNING REQUIREMENTS, THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SAFEGUARDS SUCH AS BARRICADES, SATISFACTORY BARRIERS, CONES, SIGNAGE, BARRELS, MESSAGE BOARDS, LIGHTING, FLAGMEN, LAW ENFORCEMENT OFFICERS, ETC. TO AVOID DAMAGE AND / OR INJURY TO VEHICLES AND PERSONS TRAVERSING THE CONSTRUCTION AREA. TREE LINE EXISTING CHARGE POST (PROPOSED AS A PART OF A SEPARATE PROJECT) EXISTING CHARGE CABINET (PROPOSED AS A PART OF A SEPARATE PROJECT) 06/12/20 1 2 3 4 5 C B A JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BIDFPL EV FAST CHARGERSMILE MARKER 144, FLORIDA TURNPIKEPORT ST. LUCIE FL 349842020078.06 GPD GROUP, INC.® LIC. # - 30920 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2102 REV.DATEDESCRIPTIONDrawing Name: O:\2020\2020078\06 - Ft. Pierce, FL- Turnpike\dwg\2020078.06 Civil CDs.dwgJune 12, 2020 9:52 AM - dpuchDESIGNERPROJECT MANAGER CIVIL CONSTRUCTIONNOTESC-003 GENERAL SITE WORK NOTES CONTINUED PART 1 - GENERAL CLEARING, GRUBBING, STRIPPING, EROSION CONTROL, SURVEY, LAYOUT, SUBGRADE PREPARATION AND FINISH GRADING AS REQUIRED TO COMPLETE THE PROPOSED WORK SHOWN IN THESE PLANS. 1.1 REFERENCES: A.(STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION-CURRENT EDITION). B.FM1-T099 (FLORIDA TESTING METHOD). C.OSHA (OCCUPATION SAFETY AND HEALTH ADMINISTRATION). 1.2 INSPECTION AND TESTING: A.FIELD TESTING OF EARTHWORK COMPACTION AND CONCRETE CYLINDERS SHALL BE PERFORMED BY AN INDEPENDENT TESTING LAB. THIS WORK TO BE COORDINATED BY THE CONTRACTOR. B.ALL WORK SHALL BE INSPECTED AND RELEASED BY THE GENERAL CONTRACTOR WHO SHALL CARRY OUT THE GENERAL INSPECTION OF THE WORK WITH SPECIFIC CONCERN TO PROPER PERFORMANCE OF THE WORK AS SPECIFIED AND/OR CALLED FOR ON THE DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REQUEST TIMELY INSPECTIONS PRIOR TO PROCEEDING WITH FURTHER WORK THAT WOULD MAKE PARTS OF WORK INACCESSIBLE OR DIFFICULT TO INSPECT. 1.3 SITE MAINTENANCE AND PROTECTION: A.PROVIDE ALL NECESSARY JOB SITE MAINTENANCE AND PROTECTION FROM COMMENCEMENT OF WORK UNTIL COMPLETION OF THE CONTRACT. B.AVOID DAMAGE TO THE SITE AND TO EXISTING FACILITIES, STRUCTURES, TREES, AND SHRUBS DESIGNATED TO REMAIN. TAKE PROTECTIVE MEASURES TO PREVENT EXISTING FACILITIES THAT ARE NOT DESIGNATED FOR REMOVAL FROM BEING DAMAGED BY THE WORK. C.KEEP SITE FREE OF ALL PONDING WATER. D.PROVIDE EROSION CONTROL MEASURES IN ACCORDANCE WITH STATE DOT, LOCAL PERMITTING AGENCY AND EPA REQUIREMENTS. E.PROVIDE AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES, WARNING SIGNALS AND SIMILAR DEVICES NECESSARY TO PROTECT AGAINST THEFT FROM PROPERTY DURING THE ENTIRE PERIOD OF CONSTRUCTION. REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE WORK. GRAFFITI ON TEMPORARY FENCING SHALL BE PAINTED OVER WITHIN ONE DAY OF DISCOVERY. CONTRACTOR SHALL ENSURE THAT ALL TESLA CHARGING STATION REMAIN ACCESSIBLE DURING CONSTRUCTION. REFER TO MOT PLAN FOR TRAFFIC FLOW DURING CONSTRUCTION. F.EXISTING UTILITIES: DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY THE OWNER OR OTHERS, EXCEPT WHEN PERMITTED IN WRITING BY THE CONSTRUCTION MANAGER AND THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY SERVICES HAVE BEEN PROVIDED. G.PROVIDE A MINIMUM 48-HOUR NOTICE TO THE CONSTRUCTION MANAGER AND RECEIVE WRITTEN NOTICE TO PROCEED BEFORE INTERRUPTING ANY UTILITY SERVICE. FTE APPROVAL IS REQUIRED FOR UTILITY SERVICE INTERRUPTIONS PART 2 - PRODUCTS 2.1 ALL BACKFILL MATERIAL SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 125 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION MANUAL, CURRENT EDITION, LATEST REVISION, FOR ALL ITEMS OF MATERIALS AND INSTALLATION. PAYMENT WILL BE MADE IN ACCORDANCE WITH THE TERMS OF THIS CONTRACT ONLY. PART 3 - EXECUTION 3.1 GENERAL: A.BEFORE STARTING GENERAL SITE PREPARATION ACTIVITIES, INSTALL EROSION AND SEDIMENT CONTROL MEASURES PER APPLICABLE PLAN PREPARED BY CONTRACTOR. THE WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH CONDITION THAT IN THE EVENT OF RAIN THE SITE WILL BE DRAINED AT ALL TIMES. B.BEFORE ALL SURVEY, LAYOUT, STAKING, AND MARKING, ESTABLISH AND MAINTAIN ALL LINES, GRADES, ELEVATIONS AND BENCHMARKS NEEDED FOR EXECUTION OF THE WORK. C.CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE. REMOVE TREES, BRUSH, STUMPS, RUBBISH AND OTHER DEBRIS AND VEGETATION RESTING ON OR PROTRUDING THROUGH THE SURFACE OF THE SITE AREA TO BE CLEARED. D.REMOVE THE FOLLOWING MATERIALS TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE ORIGINAL GROUND SURFACE: ROOTS, STUMPS, AND OTHER DEBRIS, BRUSH, AND REFUSE EMBEDDED IN OR PROTRUDING THROUGH THE GROUND SURFACE, RAKE, DISK OR PLOW THE AREA TO A DEPTH OF NO LESS THAN 6 INCHES, AND REMOVE TO A DEPTH OF 12 INCHES ALL ROOTS AND OTHER DEBRIS THEREBY EXPOSED. E.REMOVE TOPSOIL MATERIAL COMPLETELY FROM THE SURFACE UNTIL THE SOIL NO LONGER MEETS THE DEFINITION OF TOPSOIL. AVOID MIXING TOPSOIL WITH SUBSOIL OR OTHER UNDESIRABLE MATERIALS. F.EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED, FILL DEPRESSIONS RESULTING FROM CLEARING, GRUBBING AND DEMOLITION WORK COMPLETELY WITH SUITABLE FILL. G.REMOVE FROM THE SITE AND DISPOSE IN AN AUTHORIZED LANDFILL ALL DEBRIS RESULTING FROM CLEARING AND GRUBBING OPERATIONS. BURNING WILL NOT BE PERMITTED. H.PRIOR TO EXCAVATING, THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND/OR TRENCHED TO VERIFY THE LOCATIONS OF FEATURES INDICATED ON THE DRAWINGS AND TO ASCERTAIN THE EXISTENCE AND LOCATION OF ANY STRUCTURE, UNDERGROUND STRUCTURE, OR OTHER ITEM NOT SHOWN THAT MIGHT INTERFERE WITH THE PROPOSED CONSTRUCTION. NOTIFY THE CONSTRUCTION MANAGER OF ANY OBSTRUCTIONS THAT WILL PREVENT ACCOMPLISHMENT OF THE WORK AS INDICATED ON THE DRAWINGS. I.SEPARATE AND STOCK PILE ALL EXCAVATED MATERIALS SUITABLE FOR BACKFILL. ALL EXCESS EXCAVATED AND UNSUITABLE MATERIALS SHALL BE DISPOSED OF OFF-SITE IN A LEGAL MANNER. J.DURING EXCAVATION, THE CONTRACTOR SHALL PROVIDE SHORING, SHEETING, AND BRACING AS REQUIRED TO PREVENT CAVING OR SLOUGHING OF EXCAVATION. K.THE BASE OF ALL FOUNDATION EXCAVATIONS SHOULD BE FREE OF WATER AND LOOSE SOIL PRIOR TO PLACING CONCRETE. CONCRETE SHOULD BE PLACED AS SOON AS POSSIBLE AFTER EXCAVATING TO MINIMIZE BEARING SOIL DISTURBANCE. SHOULD THE SOILS AT BEARING LEVEL BECOME EXCESSIVELY DRY, SATURATED, DISTURBED OR OTHERWISE ALTERED, THE AFFECTED SOIL SHOULD BE REMOVED PRIOR TO PLACING CONCRETE. 3.2 BACKFILL: A.AS SOON AS PRACTICAL, AFTER COMPLETING CONSTRUCTION OF THE RELATED STRUCTURE,INCLUDING EXPIRATION OF THE SPECIFIED MINIMUM CURING PERIOD FOR CAST-IN-PLACE CONCRETE, BACKFILL THE EXCAVATION WITH APPROVED MATERIAL TO RESTORE THE REQUIRED FINISHED GRADE. B.PRIOR TO PLACING BACKFILL AROUND STRUCTURES, ALL FORMS SHALL BE REMOVED AND THE EXCAVATION CLEANED OF ALL TRASH, DEBRIS, AND UNSUITABLE MATERIALS. C.BACKFILL BY PLACING AND COMPACTING SUITABLE BACKFILL MATERIAL OR SELECT GRANULAR BACKFILL MATERIAL WHEN REQUIRED IN UNIFORM HORIZONTAL LAYERS NOT TO EXCEED 6-INCHES COMPACTED THICKNESS PER 125-8.1.6. THE CONTRACTOR SHALL MEET THE MINIMUM COMPACTION REQUIREMENT OF FDOT'S STANDARD SPECIFICATION 125. D.THE CONTRACTOR SHALL MEET THE MINIMUM COMPACTION REQUIREMENT OF FDOT'S STANDARD SPECIFICATION 125. E.THOROUGHLY COMPACT EACH LAYER OF BACKFILL TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS PROVIDED BY THE STANDARD PROCTOR TEST, FM1-T099. 3.3 TRENCH EXCAVATION: A.UTILITY TRENCHES SHALL BE EXCAVATED TO THE LINES AND GRADES SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE GENERAL CONTRACTOR. PROVIDE SHORING, SHEETING AND BRACING AS REQUIRED TO PREVENT CAVING OR SLOUGHING OF THE TRENCH WALLS. B.EXTEND THE TRENCH WIDTH A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THE OUTERMOST CONDUIT. C.WHEN SOFT YIELDING, OR OTHERWISE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, CONTACT ENGINEER IMMEDIATELY. 3.4 TRENCH BACKFILL: A.PROVIDE GRANULAR BEDDING MATERIAL IN ACCORDANCE WITH THE DRAWINGS AND THE UTILITY REQUIREMENTS. B.NOTIFY THE GENERAL CONTRACTOR 24 HOURS IN ADVANCE OF BACKFILLING. C.CONDUCT UTILITY CHECK TESTS BEFORE BACKFILLING. BACKFILL AND COMPACT TRENCH BEFORE ACCEPTANCE TESTING. D.THE CONTRACTOR SHALL PLACE BACKFILL ON BOTH SIDES OF THE CONDUIT IN ACCORDANCE WITH FDOT'S STANDARD SPECIFICATION 125. E.PROTECT CONDUIT FROM LATERAL MOVEMENT, IMPACT DAMAGE, OR UNBALANCED LOADING. F.THE CONTRACTOR SHALL PLACE AND COMPACT BACKFILL ABOVE THE CONDUIT IN ACCORDANCE WITH FDOT'S STANDARD SPECIFICATION 125. G.COMPACT FINAL TRENCH BACKFILL TO A DENSITY EQUAL TO OR GREATER THAN THAT OF THE EXISTING UNDISTURBED MATERIAL IMMEDIATELY ADJACENT TO THE TRENCH BUT NO LESS THAN A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS PROVIDED BY THE STANDARD PROCTOR TEST, FM1-T099. 3.5 FINISH GRADING: A.PERFORM ALL GRADING TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND SMOOTH, EVEN SURFACE DRAINAGE OF THE ENTIRE AREA WITHIN THE LIMITS OF CONSTRUCTION. GRADING SHALL BE COMPATIBLE WITH ALL SURROUNDING TOPOGRAPHY AND STRUCTURES. B.UTILIZE SATISFACTORY FILL MATERIAL RESULTING FROM THE EXCAVATION WORK IN THE CONSTRUCTION OF FILLS, EMBANKMENTS AND FOR REPLACEMENT OF REMOVED UNSUITABLE MATERIALS. C.REPAIR ALL ACCESS ROADS AND SURROUNDING AREAS USED DURING THE COURSE OF THIS WORK TO THEIR ORIGINAL CONDITION. D.CONTRACTOR TO GRADE SITE TO DRAIN AND NOT POND WATER. 3.6 ASPHALT PAVING: A.CONTRACTOR RESPONSIBLE FOR RE-STRIPING AND APPLYING SEALCOATING PER LOCAL DOT SPECIFICATIONS, UNLESS OTHERWISE SPECIFIED. PAVEMENT MARKINGS SHALL BE THERMOPLASTIC. LANDSCAPE/IRRIGATION NOTES 1.ALL DISTURBED AREAS THAT ARE NOT TO BE PAVED OR MULCHED SHALL BE GRADED TO MATCH EXISTING CONDITIONS AND SODDED AT A 3:1 MAXIMUM SLOPE. 2.SOD SHALL BE APPROZED ZOYSIA SP. TO MATCH EXISTING SITE. SOD SHALL BE A FIRST GRADE CERTIFIED BLEND CONTAINING NO MORE THAN 30 PERCENT OF OTHER GRASSES AND CLOVERS, AND FREE FROM ALL NOXIOUS WEEDS. 3.ALL DISTURBED AND PROPOSED LANDSCAPE AREAS SHALL RECEIVE 3" OF PINE STRAW MULCH TO MATCH EXISTING CONDITIONS. 4.PLANT GUARANTEE (IF APPLICABLE): CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM DATE OF PROJECT ACCEPTANCE BY THE OWNER. 5.IRRIGATION: 5.1.CONTRACTOR FIELD VERIFY IF EXISTING IRRIGATION IS PRESENT, DETERMINE POINT OF CONNECTION, SYSTEM PRESSURE, FIXTURE TYPES, AND POTENTIAL FOR EXPANSION. 5.2.IF FOUND THAT THE EXISTING IRRIGATION SYSTEM IS CAPABLE OF EXPANSION AND REUSE THAN IT SHALL BE MODIFIED TO PROVIDE 100% COVERAGE OF THE LANDSCAPE AREA. IF THE EXISTING IRRIGATION SYSTEM IS NOT CAPABLE OF EXPANSION, CONTRACTOR TO INSTALL A NEW CONTROLLER, BOOSTER PUMP, AND OTHER APPARATUSES NEEDED FOR A COMPLETE IRRIGATION SYSTEM. IRRIGATED AREAS SHALL BE IRRIGATED BY DRIP IRRIGATION OR SIMILAR FIXTURES BY THE SAME SUPPLIER. 5.3.CONTRACTOR SHALL ENSURE BUILDING WALLS AND WINDOWS WILL NOT BE DAMAGED OR STAINED BY IMPROPER IRRIGATION INSTALLATION OR POOR SELECTION OF FIXTURES. 5.4.SYSTEM SHALL INCLUDE ALL SPRINKLER FIXTURES, DRIP TUBING, PIPING, VALVES, WIRING AND CONTROLS TO PROVIDE A COMPLETE FUNCTIONAL SYSTEM THAT SHALL COMPLY WITH CITY CODE. 5.5.PRIOR TO UPDATING THE IRRIGATION SYSTEM, A CERTIFIED IRRIGATION DESIGNER SHALL PROVIDE SHOP DRAWINGS TO ENGINEER FOR APPROVAL. UPON APPROVAL OF SHOP DRAWINGS, THE UPDATED IRRIGATION SYSTEM SHALL BE APPROVED BY OWNER FOR FINAL ACCEPTANCE. 5.6.IF NO IRRIGATION IS PRESENT CONTRACTOR SHALL MAINTAIN TREES, SHRUBS AND OTHER PLANTS WITH TEMPORARY IRRIGATION, NO LESS THAN 60 DAYS AFTER SUBSTANTIAL COMPLETION OF PLANTING. 06/12/20 1 2 3 4 5 C B A JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BIDFPL EV FAST CHARGERSMILE MARKER 144, FLORIDA TURNPIKEPORT ST. LUCIE FL 349842020078.06 GPD GROUP, INC.® LIC. # - 30920 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2102 REV.DATEDESCRIPTIONDrawing Name: O:\2020\2020078\06 - Ft. Pierce, FL- Turnpike\dwg\2020078.06 Civil CDs.dwgJune 12, 2020 9:52 AM - dpuchDESIGNERPROJECT MANAGER CIVIL CONSTRUCTIONNOTESC-004 TYPICAL DETAILS AND GENERAL NOTES APPLY TO ALL PARTS OF THE WORK EXCEPT WHERE SPECIFICALLY DETAILED OR UNLESS OTHERWISE NOTED. DRAWINGS ARE NOT TO BE SCALED. THE CONTRACTOR SHALL CAREFULLY REVIEW THE DRAWINGS TO IDENTIFY THE SCOPE OF WORK REQUIRED, VISIT THE SITE TO RELATE THE SCOPE OF WORK TO EXISTING CONDITIONS, AND DETERMINE THE EXTENT OF WHICH THOSE CONDITIONS AND PHYSICAL SURROUNDINGS WILL IMPACT THE WORK. EXISTING CONDITIONS, AS SHOWN ON THESE PLANS, ARE FOR REFERENCE ONLY. THE CONTRACTOR IS REQUIRED TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL ASSUME THE MOST STRINGENT REQUIREMENTS APPLY IN CASE OF CONFLICT AMONG SPECIFICATIONS, STANDARDS, CODES AND DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY TO RESOLVE THE CONFLICT. ANY DEVIATION, MODIFICATION, OR SUBSTITUTION FROM THE BID SET OF STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER FOR REVIEW/APPROVAL PRIOR TO ITS USE OR INCLUSION ON THE SHOP DRAWINGS. WITHOUT SUCH PRIOR APPROVAL, DEVIATIONS, MODIFICATIONS, OR SUBSTITUTIONS WILL BE REJECTED. COSTS FOR DEMOLITION AND REWORK OF SUCH ITEMS WILL BE BORNE BY THE CONTRACTOR. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER IT IS FULLY COMPLETED FOR IN-SERVICE LOADS ONLY. THE MEANS, METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, WHICH INCLUDE THE DETERMINATION OF ALLOWABLE CONSTRUCTION LOADING OF THE STRUCTURE. THE CONTRACTOR SHALL PROVIDE, DESIGN, MONITOR, AND MAINTAIN ALL NECESSARY TEMPORARY AND PERMANENT SYSTEMS (SHORING, BRACING, GUYS, FALSEWORK, FORMWORK, SHEETING, ETC.) TO ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. ANY SYSTEMS SHOWN ON THE DOCUMENTS ARE PARTIAL AND SCHEMATIC IN NATURE AND EXTENTS ARE NOT ALL INCLUSIVE. ALL WORK SHALL BE PERFORMED WITHOUT DAMAGE TO ADJACENT EXISTING WORK. THE CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL REVIEW THE STRUCTURAL CONTRACT DOCUMENTS AND SHALL NOTIFY THE STRUCTURAL ENGINEER OF ANY CONFLICTS BETWEEN THOSE DOCUMENTS AND ANY SAFETY REGULATIONS. SUCH REVIEW AND NOTIFICATION SHALL OCCUR PRIOR TO PRODUCTION OF SHOP DRAWINGS. THE CONTRACTOR SHALL PROTECT ALL WORK, MATERIALS, AND EQUIPMENT FROM DAMAGE AND SHALL PROVIDE PROPER STORAGE FACILITIES FOR MATERIALS AND EQUIPMENT DURING CONSTRUCTION. SITE VISITS PERFORMED BY THE ARCHITECT/ENGINEER DO NOT INCLUDE INSPECTIONS OF MEANS AND METHODS OF CONSTRUCTION PERFORMED BY THE CONTRACTOR. STRUCTURAL OBSERVATIONS PERFORMED BY THE ARCHITECT/ENGINEER DURING CONSTRUCTION ARE NOT THE CONTINUOUS AND SPECIAL INSPECTION SERVICES AND DO NOT WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED OF THE BUILDING DEPARTMENT INSPECTOR OR THE TESTING AGENCY. ALSO, OBSERVATIONS DO NOT GUARANTEE THE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSIDERED AS SUPERVISION OF CONSTRUCTION. NO STRUCTURAL ELEMENTS ARE TO BE CUT UNLESS SPECIFICALLY APPROVED BY THE ENGINEER. GENERAL: MATERIAL PROPERTIES: PLATE: ASTM A36 UNO PIPE: ASTM A53, TYPE E OR S, GRADE B TUBE: ASTM A1085 GRADE A (Fy = 50 KSI) DETAILING, FABRICATION, AND ERECTION SHALL CONFORM TO THE 2010 AISC (360-10) SPECIFICATIONS. ALL WELDING SHALL BE DONE USING E-70XX ELECTRODES IN ACCORDANCE WITH AWS D1.1 SPECIFICATIONS. FIELD VERIFY ALL CONDITIONS AT AND CONNECTIONS TO THE EXISTING CONSTRUCTION BEFORE FABRICATION. ALL EXPOSED STRUCTURAL STEEL, ANCHOR RODS AND BOLTS SHALL BE HOT DIP GALVANIZED PER ASTM A123. UNLESS NOTED OTHERWISE ON THE DRAWING, ALL ANCHOR RODS SHALL CONFORM TO ASTM F1554 Gr 55 WITH HEAVY HEXAGONAL NUT. SUBMIT FABRICATION AND ERECTION DRAWINGS SHOWING ALL DETAILS, CONNECTIONS, MATERIAL DESIGNATIONS, AND TOP STEEL ELEVATIONS FOR APPROVAL. THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL CONFORMANCE TO THE CONTRACT DRAWINGS. SUCH APPROVAL SHALL NOT RELIEVE THE FABRICATOR/CONTRACTOR OF THE RESPONSIBILITY FOR EITHER THE ACCURACY OF THE DETAILED DIMENSIONS IN THE SHOP AND ERECTION DRAWINGS OR THE GENERAL FIT-UP OF PARTS THAT ARE TO BE ASSEMBLED IN THE FIELD. GENERAL: THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO THE START OF ANY WORK. THE CONTRACTOR SHALL VERIFY ANY EXISTING FIELD CONDITION THAT MAY AFFECT THE INSTALLATION OF THE FOUNDATION SYSTEM. THE CONTRACTOR SHALL EXERCISE GREAT CARE DURING EXCAVATION. UNDERGROUND UTILITY LOCATIONS, IF SHOWN, ARE APPROXIMATE. THE CONTRACTOR SHALL PREDETERMINE UTILITY LOCATIONS AND NOTIFY THE ENGINEER IMMEDIATELY IF DEVIATION FROM PLANS EXIST. THE CONTRACTOR IS RESPONSIBLE FOR THE SAFE SUPPORT OF UTILITIES ACROSS EXCAVATIONS. SHEETING, SHORING, AND DEWATERING IS THE RESPONSIBILITY OF THE CONTRACTOR. NO GEOTECHNICAL REPORT WAS PROVIDED AT THE TIME OF FOUNDATION DESIGN. A SOILS TESTING LABORATORY SHALL BE RETAINED BY THE OWNER TO PROVIDE CONSTRUCTION REVIEW TO ENSURE CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS DURING THE EXCAVATIONS, BACKFILL, AND FOUNDATION PHASES OF THE PROJECT. SPREAD/TRENCH FOOTINGS: DETERMINATION OF FINAL BEARING ELEVATIONS, TOPSOIL AND EXCAVATION STRIPPING DEPTH, INSPECTION OF ALL SUBSOIL EXPOSED DURING STRIPPING, SITE GRADING, EXCAVATION OPERATIONS, APPROVAL OF FILL MATERIALS, DENSITY TESTING OF FILLS TO ENSURE PLACEMENT PER SPECIFICATION REQUIREMENTS, INSPECTION OF FOUNDATION BEARING SURFACES, AND VERIFICATION OF ALLOWABLE BEARING PRESSURES ARE THE TESTING LABORATORY'S RESPONSIBILITY. ALL FOUNDATIONS ARE TO REST ON FIRM UNDISTURBED SOIL OR COMPACTED FILL FREE FROM ORGANIC MATTER. IF POOR SOIL CONDITIONS ARE ENCOUNTERED AT FOUNDATION DEPTHS SHOWN, NOTIFY OWNER'S REPRESENTATIVE BEFORE PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL COMPACT SUBGRADE. SEE FROST/NO FROST DESIGN NOTES BELOW. FOUNDATIONS HAVE BEEN DESIGNED BASED ON AN ASSUMED ALLOWABLE SOIL BEARING CAPACITY OF 1500 PSF PER PRESUMPTIVE LOAD-BEARING IBC TABLE 1806.2 NEW FOOTINGS PLACED ADJACENT TO EXISTING FOOTINGS SHALL BEAR AT THE SAME ELEVATION, UNLESS NOTED OTHERWISE. STEP FOOTINGS AT A RATIO OF ONE (1) VERTICAL TO TWO (2) HORIZONTAL WITH A MAXIMUM VERTICAL STEP OF 2'-0" UNLESS NOTED OTHERWISE. INUNDATION AND LONG TERM EXPOSURE OF BEARING SURFACES, WHICH WILL RESULT IN DETERIORATION OF BEARING FORMATIONS, SHALL BE PREVENTED. FOOTINGS SHALL BE PLACED IMMEDIATELY FOLLOWING FOOTING EXCAVATIONS AND BEARING SURFACE INSPECTION. UTILITY LINES SHALL NOT BE PLACED THROUGH OR BELOW FOUNDATIONS WITHOUT THE APPROVAL OF THE ENGINEER OF RECORD. GROUNDWATER ASSUMED TO BE BELOW EXCAVATION DEPTH. IF GROUNDWATER IS ENCOUNTERED DURING EXCAVATION ON SITE, CONTRACTOR SHALL PROVIDE FOR ANY SITE DRAINAGE AND DE-WATERING REQUIRED. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING PUBLIC AND PRIVATE UTILITIES PRIOR TO EXCAVATION. IF NECESSARY, UTILITIES SHALL BE RELOCATED PRIOR TO FOUNDATION INSTALLATION. GENERAL: ALL CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 301-10, "STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE" AND ACI 302, 305 AND 306 UNLESS NOTED OTHERWISE. ALL DETAILING, FABRICATION AND PLACING OF CONCRETE SHALL CONFORM TO ACI 318-14, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" AND THE LATEST ACI "MANUAL OF STANDARD PRACTICE FOR DETAIL REINFORCED CONCRETE STRUCTURES" UNLESS NOTED OTHERWISE. SAFETY AND PERFORMANCE OF THE STRUCTURE ARE THE RESPONSIBILITY OF THE CONTRACTOR INSOFAR AS THEY ARE AFFECTED BY THE LOCATION AND DETAILS OF CONSTRUCTION JOINTS. SHOP DRAWINGS OF THE PROPOSED CONSTRUCTION JOINT LOCATIONS AND DETAILS ARE TO BE SUBMITTED TO THE ARCHITECT FOR APPROVAL. MAXIMUM SIZE OF AGGREGATE SHALL NOT EXCEED SIZE SUITABLE FOR INSTALLATION METHOD UTILIZED OR 1/3 CLEAR DISTANCE BEHIND OR BETWEEN REINFORCING. MAXIMUM SIZE MAY BE INCREASED TO 2/3 CLEAR DISTANCE PROVIDED WORKABILITY AND METHODS OF CONSOLIDATION SUCH AS VIBRATING WILL PREVENT HONEYCOMBS OR VOIDS. ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS AS FOLLOWS: ALL CONCRETE - 2500 PSI. ALL CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 6% (± 1%) AIR ENTRAINMENT. REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. WELDED WIRE FABRIC REINFORCING SHALL CONFORM TO ASTM A1064 AND BE FURNISHED IN FLAT SHEETS AND INSTALLED ON CHAIRS OR PRECAST CONCRETE BLOCKS. NO TACK WELDING OF REINFORCING IN THE FIELD IS PERMITTED. PROVIDE CORNER BARS AT ALL LOCATIONS WHERE REINFORCEMENT CHANGES DIRECTION. PROVIDE STRAIGHT AND DIAGONAL BARS AT EDGES OF ALL OPENINGS. REINFORCING EMBEDMENT AND LAP SPLICES (INCHES) FOR 2500 PSI CONCRETE OTHER TOP* BAR SIZE ANCHORAGE SPLICE ANCHORAGE SPLICE # 3 15 19 19 24 # 4 19 25 25 33 # 5 24 31 31 41 # 6 29 37 37 49 * HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE BELOW BAR NON-SHRINK GROUT SHALL MEET A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 6000 PSI. 100% TIES FOR REBAR OVERLAY. NO COLD JOINTS SHALL BE PERMITTED DURING CONSTRUCTION. DESIGN LOADINGS: GOVERNING BUILDING CODE: GENERAL PROVISIONS: FOUNDATION SYSTEMS:CONCRETE: STRUCTURAL STEEL SPECIAL INSPECTIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND OVERSEEING OF ALL SPECIAL INSPECTIONS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. SPECIAL INSPECTIONS MUST BE COMPLETED PRIOR TO FINAL INSPECTION APPROVAL. GOVERNING BUILDING CODE: 2017 FLORIDA BUILDING CODE, 6TH EDITION WITH AMENDMENTS LATERAL LOAD DESIGN DATA: WIND DESIGN DATA (ASCE 7-10): BASIC WIND SPEED (Vult) BASIC WIND SPEED (Vasd) IMPORTANCE FACTOR EXPOSURE CATEGORY 158 122 1.0 C MPH MPH SEISMIC DESIGN DATA (ASCE 7-10): SEISMIC IMPORTANCE FACTOR (I) RISK CATEGORY SITE CLASS MAPPED SPECTRAL RESPONSE SHORT PERIODS (Ss) 1 SEC. PERIODS (S1) SPECTRAL RESPONSE COEFF. SHORT PERIODS (SDS) 1 SEC. PERIODS (SD1) SEISMIC DESIGN CATEGORY A 0.045 0.059 0.028 0.056 D (ASSUMED) II 1.0 06/12/20 1 2 3 4 5 C B A JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BIDFPL EV FAST CHARGERSMILE MARKER 144, FLORIDA TURNPIKEPORT ST. LUCIE FL 349842020078.06 GPD GROUP, INC.® LIC. # - 30920 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2102 REV.DATEDESCRIPTIONDrawing Name: O:\2020\2020078\06 - Ft. Pierce, FL- Turnpike\dwg\2020078.06 Civil CDs.dwgJune 12, 2020 9:52 AM - dpuchDESIGNERPROJECT MANAGER EXISTING CONDITIONS AND REMOVAL PLANC-100 10 20 1"=10' Horizontal Scale in Feet 5 1.ALL EXISTING TREES TO BE PROTECTED DURING CONSTRUCTION. 2.THE CONTRACTOR SHALL ENSURE EXISTING CURBING AND PAVEMENT IS NOT TO BE DAMAGED ACCESSING WORK AT THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE CURBING AND PAVEMENT IF DAMAGED. DEMOLITION NOTE: ALL EXISTING SITE AND SURROUNDING FEATURES SUCH AS UTILITIES, PAVEMENT, CURB, LANDSCAPING, ETC. SHALL REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION UNLESS NOTED OTHERWISE, OR ARE REQUIRED TO BE MODIFIED OR REMOVED FOR THE INSTALLATION OF PROPOSED IMPROVEMENTS. ALL DISTURBED FEATURES SHALL BE RESTORED OR RELOCATED AS REQUIRED TO THE SATISFACTION OF THE OWNER. CONTRACTOR SHALL REPAIR/REPLACE ANY SURROUNDING FEATURES DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST AND TO THE SATISFACTION OF THE OWNER. DEMOLITION KEYNOTE PROPOSED INLET INSERT SEDIMENT CONTAINMENT SYSTEM. CONTRACTOR SHALL MEET FLORIDA STANDARD SPECIFICATIONS 104 AND THE FLORIDA E&SC DESIGNER & REVIEWER MANUAL. GENERAL SHEET NOTES PLAN KEYNOTES 1.EXISTING PAVEMENT MARKINGS TO BE REMOVED. CONTRACTOR SHALL REMOVE MARKINGS WITH SMALL HANDHELD GRINDERS OR SCARIFIERS OR OTHER METHODS, WITH THE APPROVAL OF THE ENGINEER. TAKE CARE DURING MARKING REMOVAL NOT TO SCAR, DISCOLOR, OR OTHERWISE DAMAGE THE PAVEMENT SURFACE. DO NOT OVER PAINT OR USE OTHER METHODS OF COVERING MARKINGS INSTEAD OF REMOVAL. LEGEND 0 N # EXISTING EV CHARGE POSTS (TYP.) 9.0' TYP.18.0'TYP.1 TYP. CLEARING AND GRUBBING 13 L.F. ±29 L.F. ±58 L.F. ±39 L.F. ±19 L.F. ±116 L.F. ±5 L.F. ±CONSTRUCTION STAGING AREA 1 TYP. 06/12/20 ElectricVehicleChargingElectricVehicleChargingElectricVehicleChargingElectricVehicleChargingElectricVehicleChargingElectricVehicleCharging1 2 3 4 5 C B A JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BIDFPL EV FAST CHARGERSMILE MARKER 144, FLORIDA TURNPIKEPORT ST. LUCIE FL 349842020078.06 GPD GROUP, INC.® LIC. # - 30920 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2102 REV.DATEDESCRIPTIONDrawing Name: O:\2020\2020078\06 - Ft. Pierce, FL- Turnpike\dwg\2020078.06 Civil CDs.dwgJune 12, 2020 9:52 AM - dpuchDESIGNERPROJECT MANAGER CIVIL SITE PLANC-200 GENERAL SHEET NOTES CONSTRUCTION KEYNOTE 00 PROPOSED EV PARKING SPACE NUMBER # PROPOSED EV CONDUITS. SEE ELECTRIC SHEETS FOR EXACT LOCATION AND SPECIFICATIONS. PARKING STALL SCHEDULE EXISTING STANDARD STALLS UTILIZED AS A RESULT OF THIS PROJECT 8 PROPOSED EV STALLS 6 PROPOSED STANDARD STALLS 2 NET STALL COUNT 0 OVERALL EXISTING STALLS 281 OVERALL REMAINING STALLS 281 LEGEND (SEE SHEET C-002 FOR GENERAL LEGEND) 10 20 1"=10' Horizontal Scale in Feet 5 N 1.EXISTING PROPERTY LINES, RIGHT-OF-WAY BOUNDARIES, EASEMENT BOUNDARIES, SETBACKS, AND UTILITIES ARE SHOWN FOR REFERENCE ONLY. 2.THE CONTRACTOR SHALL ENSURE EXISTING CURBING AND PAVEMENT IS NOT TO BE DAMAGED ACCESSING WORK AT THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE CURBING AND PAVEMENT IF DAMAGED. PLAN KEYNOTES 1.PROPOSED PAD MOUNTED ELECTRICAL UTILITY TRANSFORMER (BY UTILITY). CONTRACTOR SHALL PROVIDE CONCRETE PAD PER UTILITY SPECIFICATIONS. COORDINATE FINAL LOCATION WITH UTILITY. SEE ELECTRICAL PLANS FOR PROPOSED ROUTING. 2.PROPOSED ELECTRIC METER MOUNTED TO H-FRAME PER ELECTRIC COMPANY SPECIFICATIONS AND DETAILS ON ELECTRICAL SHEETS. 3.PROPOSED POWER ELECTRONICS NB STATION MOUNTED ON CONCRETE PAD. SEE SHEET C-700 AND ELECTRICAL SHEETS. 4.PROPOSED POWER ELECTRONICS NB "LIQUID-COOLED" DISPENSER POSTS (TYPICAL OF 2), SEE SHEET C-700 AND ELECTRICAL SHEETS. 5.PROPOSED POWER ELECTRONICS NB DISPENSER POSTS (TYPICAL OF 4), SEE SHEET C-700 AND ELECTRICAL SHEETS. 6.PROPOSED P.C.C. EQUIPMENT PAD, SEE SHEET C-700. 7.PROPOSED NON-ILLUMINATED EV CHARGING SIGN (TYPICAL OF 5) PER SIGN SUPPLIER SPECIFICATIONS, SEE SHEET C-700. 8.PROPOSED PAINTED 6" WIDE SOLID GREEN THERMOPLASTIC STRIPE. 9.PROPOSED PAINTED 6" WIDE SOLID BLUE THERMOPLASTIC STRIPE PER FDOT ADA STANDARD INDEX 711-001. 10. PROPOSED PAINTED 6" WIDE SOLID WHITE THERMOPLASTIC STRIPE PER FDOT ADA STANDARD INDEX 711-001. 11.ALL DISTURBED AREAS NOT TO BE PAVED OR MULCHED SHALL BE SODDED PER LANDSCAPE/IRRIGATION ON SHEET C-003. 12.PROPOSED LANDSCAPE: SCREENING. (8) TOTAL QUANTITY CARRISA MACROCARPA, NATAL PLUM. TO BE PLANTED AT 24-30" HT, 18-24" SPRD., IN A 7 GAL CONT. MIN., SPACED AT 3.5' O/C. SEE LANDSCAPE/IRRIGATION NOTES ON SHEET C-003 AND PLANTING DETAIL ON SHEET C-700. 13.PROPOSED DESIGNED FOR DISABLED ACCESS SIGN (TYPICAL OF 1). SEE DETAILS ON SHEET C-700. 14.PROPOSED WHEELSTOP (TOTAL OF 6), SEE SHEET C-700. 15.PROPOSED "ELECTRIC VEHICLE CHARGING" IN GREEN LETTERS, 12 INCHES. 1 2 5 TYP. 4 4 77 TYP. 11 123456 8TYP.9 9.0' TYP.18.0'TYP.12.0'6.0'11.0' 0 CIVIL ESTIMATED QUANTITIES TOTAL DISTURBED AREA ±0.01 (554 S.F.) EQUIPMENT AREA ±0.01 (488 S.F.) 13 PROPOSED TRENCHED BED EDGE SEPARATING MULCHED BED AREA FROM LAWN PROPOSED MULCHED AREA, SEE LANDSCAPE/IRRIGATION NOTES, SHEET C-003 0.9' 14TYP. 15TYP. 3 6 12 TYP. 7.8'7.7'20.0'4.2'2.3'7.8'7.8'3.7' 11 10 CONTRACTOR SHALL FIELD VERIFY EXISTING PAVEMENT MARKING IS A 6" WIDE WHITE THERMOPLASTIC STRIPE.3.0'TYP.POST SHALL UTILIZE AN 18' LONG CHORD 06/12/20 ElectricVehicleChargingElectricVehicleChargingElectricVehicleChargingElectricVehicleChargingElectricVehicleChargingElectricVehicleCharging1 2 3 4 5 C B A JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BIDFPL EV FAST CHARGERSMILE MARKER 144, FLORIDA TURNPIKEPORT ST. LUCIE FL 349842020078.06 GPD GROUP, INC.® LIC. # - 30920 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2102 REV.DATEDESCRIPTIONDrawing Name: O:\2020\2020078\06 - Ft. Pierce, FL- Turnpike\dwg\2020078.06 Civil CDs.dwgJune 12, 2020 9:52 AM - dpuchDESIGNERPROJECT MANAGER OVERALL CIVILSITE PLANC-201 30 60 1"=30' Horizontal Scale in Feet 15 N -- C-200 GENERAL SHEET NOTES 1.EXISTING PROPERTY LINES, RIGHT-OF-WAY BOUNDARIES, EASEMENT BOUNDARIES, AND UTILITIES ARE SHOWN FOR REFERENCE ONLY. 2.AERIAL IMAGERY FROM GOOGLE EARTH DATED ON 03/20/2017. THIS PLAN IS FOR REFERENCE ONLY. MAP DATA: GOOGLE, LANDSAT / COPERNICUS 3.THE CONTRACTOR SHALL ENSURE EXISTING CURBING AND PAVEMENT IS NOT TO BE DAMAGED ACCESSING WORK AT THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE CURBING AND PAVEMENT IF DAMAGED. 0 FT. PIERCE SERVICE PLAZA FLORIDA'S TURNPIKE (TOLL RD)06/12/20 ElectricVehicleChargingElectricVehicleChargingElectricVehicleChargingElectricVehicleChargingElectricVehicleChargingElectricVehicleChargingElectricVehicleChargingElectricVehicleChargingElectricVehicleChargingElectricVehicleChargingElectricVehicleChargingElectricVehicleCharging1 2 3 4 5 C B A JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BIDFPL EV FAST CHARGERSMILE MARKER 144, FLORIDA TURNPIKEPORT ST. LUCIE FL 349842020078.06 GPD GROUP, INC.® LIC. # - 30920 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2102 REV.DATEDESCRIPTIONDrawing Name: O:\2020\2020078\06 - Ft. Pierce, FL- Turnpike\dwg\2020078.06 Civil CDs.dwgJune 12, 2020 9:52 AM - dpuchDESIGNERPROJECT MANAGER SIGNING ANDPAVEMENT MARKING PLANC-202 10 20 1"=10' Horizontal Scale in Feet 5 N 0DEDICATEDELECTRICVEHICLEPARKING SIGNDEDICATEDELECTRICVEHICLEPARKING SIGNDEDICATEDELECTRICVEHICLEPARKING SIGNDEDICATEDELECTRICVEHICLEPARKING SIGNDEDICATEDELECTRICVEHICLEPARKING SIGNDESIGNED FORDISABLED ACCESSUSE LASTDEDICATEDELECTRICVEHICLEPARKING SIGNDISABLE USEPARKING SIGN10 1"=10' Horizontal Scale in Feet 5 N 0 65.0' 74.0' 83.0' 92.0' 101.0' 107.0' PROPOSED 6" SOLID GREEN THERMOPLASTIC PAVEMENT MARKING. PROPOSED 6" SOLID BLUE THERMOPLASTIC PAVEMENT MARKING PER FDOT STANDARD INDEX 711-001. EXISTING PAVEMENT MARKINGS TO REMAIN PROPOSED 6" SOLID GREEN THERMOPLASTIC PAVEMENT MARKING. PROPOSED 6" SOLID WHITE THERMOPLASTIC PAVEMENT MARKING PER FDOT STANDARD. 9.0'9.0'9.0'9.0'9.0'9.0'12.0'6.0'18.0'TYP.11.0' 20 "Electric Vehicle Charging" IN GREEN LETTERS 12 INCHES (TYP.) EXISTING PAVEMENT MARKINGS TO REMAIN PROPOSED 6" WHITE THERMOPLASTIC PAVEMENT MARKING PER FDOT STANDARD INDEX 711-001. CONTRACTOR SHALL FIELD VERIFY EXISTING PAVEMENT MARKING IS A 6" WIDE WHITE THERMOPLASTIC STRIPE. 06/12/20 22.96± 2.0%1.6%±23.24± 23.02± 23.31±1.6%±ElectricVehicleChargingElectricVehicleChargingElectricVehicleChargingElectricVehicleChargingElectricVehicleChargingElectricVehicleCharging33%33% T=24.30 B=23.80 T=23.99 B=23.49 T=24.19 B=23.69 5% 6%2.0%T=24.31 B=23.81 1 8 1 92021 22232424 23.6823.52 24.0823.92 24.07 23.99 23.91 23.99 TP=24.16 TP=24.24 1 2 3 4 5 C B A JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BIDFPL EV FAST CHARGERSMILE MARKER 144, FLORIDA TURNPIKEPORT ST. LUCIE FL 349842020078.06 GPD GROUP, INC.® LIC. # - 30920 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2102 REV.DATEDESCRIPTIONDrawing Name: O:\2020\2020078\06 - Ft. Pierce, FL- Turnpike\dwg\2020078.06 Civil CDs.dwgJune 12, 2020 9:52 AM - dpuchDESIGNERPROJECT MANAGER GRADING AND DRAINAGE PLANC-300 10 20 1"=10' Horizontal Scale in Feet 5 N 0 000 PROPOSED ELEVATION @ FINISHED GROUND ELEVATION TOP OF CURB ELEVATION BOTTOM OF CURB/FINISHED PAVEMENT ELEVATION PROPOSED CONTOUR EXISTING SPOT ELEVATION MATCH EXISTING ELEVATION PROPOSED DRAINAGE SLOPE & DIRECTION 000.0± 0.0% LEGEND EXISTING DRAINAGE SLOPE & DIRECTION0.0%± 000.0 T=000.00 B=000.00 000.0± GENERAL SHEET NOTES 1.PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING ELEVATIONS AND DRAINAGE SLOPES NOTED ON GRADING AND DRAINAGE PLAN AND PROVIDE WRITTEN VERIFICATION TO GPD GROUP, INC. SEE GENERAL SHEET NOTE #1. 06/12/20 1 2 3 4 5 C B A JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BIDFPL EV FAST CHARGERSMILE MARKER 144, FLORIDA TURNPIKEPORT ST. LUCIE FL 349842020078.06 GPD GROUP, INC.® LIC. # - 30920 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2102 REV.DATEDESCRIPTIONDrawing Name: O:\2020\2020078\06 - Ft. Pierce, FL- Turnpike\dwg\2020078.06 Civil CDs.dwgJune 12, 2020 9:52 AM - dpuchDESIGNERPROJECT MANAGER CIVIL DETAILSC-700 SEE PLAN SAW CUT JOINT (EVERY 6'-0" MAX) 1/8" WIDE X 1-1/2" PROPOSED CONCRETE. THE CONTRACTOR SHALL PROVIDE A 0.25" PER FOOT SLOPE TO PROMOTE THE POSITIVE DRAINAGE OF STANDING WATER. 1/2" CHAMFER P.C.C. PAD NOTES & CONCRETE SPECIFICATIONS: 1.FOUNDATION AREA SHALL BE EXCAVATED TO THE DEPTH AND DIMENSIONS SHOWN ON THE PLANS. OTHER UNSUITABLE MATERIAL SHALL BE REMOVED AND LEGALLY DISPOSED OF OFF-SITE. THE SUBGRADE SHALL BE ROLLED WITH A 1-TON, VIBRATORY, WALK-BEHIND ROLLER AT A SPEED OF LESS THAN 2 FPS, 6 PASSES MINIMUM, TO PROVIDE UNYIELDING SURFACE. 2.UNDERCUT SOFT OR "WEAVING" AREAS A MINIMUM OF 12 INCHES DEEP. BACKFILL UNDERCUT AREA WITH FILL MEETING THE SPECIFICATIONS OF STRUCTURAL FILL. 3.CONCRETE TO HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH (f'c)=2500 psi. 4.REINFORCING BAR TO BE ASTM A615 GRADE 60. 5.ALL REINFORCING TO HAVE MINIMUM CONCRETE COVER PER ACI SPECIFICATIONS. 6.ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO ACI 318-14 AND APPLICABLE STATE BUILDING CODE. 7.PAD SHALL BE A MINIMUM OF 1'-9" IN THICKNESS. THICKNESS OF PAD SHALL INCREASE AS THE PERIMETER SOIL SURFACE SLOPES TO MAINTAIN A MINIMUM OF 1'-7" OF SOIL COVER TO THE BOTTOM OF THE PAD. 8.100% TIES FOR REBAR OVERLAY. NO COLD JOINTS SHALL BE PERMITTED #4 BARS @12" O.C. EACH WAY TOP & BOTTOM 3"CLR6" MIN, COMPACTED FROST-FREE GRAVEL FILL UNDISTURBED SOIL OR PREPARED SUBGRADE (95% STANDARD PROCTOR)1'-9"18"12"NOTES 1.SIGN AND TAMPER PROOF HARDWARE SHALL BE PROVIDED BY SIGN SUPPLIER. 2.2"x2"x1/8" HSS STEEL POST SHALL BE PROVIDED BY CONTRACTOR (8' LONG, 6' ABOVE GRADE). 3.IF PAINT FINISH IS DAMAGED DURING INSTALLATION, CONTRACTOR SHALL REPAINT AS REQUIRED (CONFIRM REFLECTIVITY WITH OWNER). 4.CONTRACTOR SHALL MOUNT SIGN POST IN 8" DIA., 3'-0" DEEP CONCRETE FOUNDATION. 5.SIGN POST SHALL BE PLUGGED/CAPPED TO PREVENT WATER INTRUSION FROM TOP. 6.SIGN SHALL BE MOUNTED TO POST USING #8 FLATHEAD SCREW 6'-0" TO GRADEPROPOSED 5/8" HILTI KWIK BOLT TZ STAINLESS STEEL ANCHOR 4" EFFECTIVE EMBEDMENT MIN. (ESR#1917) NTS SHRUB PLANTING DETAILA-4 GENERAL NOTES: 1.PRUNE ROOTS IF BALL IS ROOTBOUND. REMOVE ALL CONTAINERS AND NON-BIODEGRADABLE BURLAP. WHEN BACKFILLING PLANT PIT, PLACE PLANTING SOIL IN TWO LIFTS. AFTER FIRST LIFT, PUDDLE SOIL IN WITH WATER TO REMOVE ALL AIR POCKETS. PLACE SECOND LIFT AND CONTINUE TO PUDDLE AND FILL AS NECESSARY. 2.CONTRACTOR SHALL LOCATE NEW CHARGE POST CONDUITS PRIOR TO INSTALLING TREES AND SHRUBS. PLANT INSTALLATION SHALL NOT DAMAGE CONDUIT. SET TOP OF ROOT CROWN 1" ABOVE FINISHED GRADE MULCH PER SHEET C-003 FINISHED GRADE SCARIFY SIDES OF PLANTING HOLE BACKFILL WITH SOIL FROM PLANT PIT2X BALL PROPOSED BLUE THERMOPLASTIC PAVEMENT MARKING (TYP.)CONTRACTOR SHALL FIELD VERIFY (3) - 6" WHITE DIAGONAL,EQ U A L L Y S P A C E D P E R A I S L E 60° CONTRACTOR SHALL VERIFY EXISTING PAVEMENT MARKING IS A 6" WHITE THERMOPLASTIC TRAFFIC STRIPE A-1 TRANSVERSE STRIPING NTS 6" 2" 6" CONTRACTOR MUST REFERENCE FDOT SPEC BOOK, SECTION 711 FOR THERMOPLASTIC PAVEMENT MARKING APPLICATION. 12" NOTES 1.SIGN AND TAMPER PROOF HARDWARE SHALL BE PROVIDED BY SIGN SUPPLIER. 2.2"x2"x1/8" HSS STEEL POST SHALL BE PROVIDED BY CONTRACTOR (8' LONG, 6' ABOVE GRADE). 3.IF PAINT FINISH IS DAMAGED DURING INSTALLATION, CONTRACTOR SHALL REPAINT AS REQUIRED (CONFIRM REFLECTIVITY WITH OWNER). 4.CONTRACTOR SHALL MOUNT SIGN POST IN 8" DIA., 3'-0" DEEP CONCRETE FOUNDATION. 5.SIGN POST SHALL BE PLUGGED/CAPPED TO PREVENT WATER INTRUSION FROM TOP. 6.SIGN SHALL BE MOUNTED TO POST USING #8 FLATHEAD SCREW B-1 DISABLED ACCESS PARKIGN SIGN NTS 6'-8" TO GRADEDESIGNED FOR DISABLED ACCESS USE LAST6"18"30"7"3" MIN.3"MIN.NTS NB "LIQUID-COOLED" POST FOUNDATIONB-3 #5 @ 12" O.C. TOP AND BOTTOM (TYP) TRENCH FOR CABLE ACCESS #4 STIRRUP @ 12" O.C. 1/2" CHAMFER TRENCH FOR CABLE ACCESS NTS NB "LIQUID- COOLED" POST ANCHORAGEA-3 22.0"32.0"9.6"2.8"9.6" 6.6"8.8"6.6"8.8"14.2"2.8"6.2"PROPOSED 5/8" HILTI KWIK BOLT TZ STAINLESS STEEL ANCHOR 4" EFFECTIVE EMBEDMENT MIN. (ESR#1917) 9.3"9.3" A-2 P.C.C. WHEELSTOP NTS NOTE: SEE SITE PLAN FOR LOCATION AND QUANTITY OF WHEELSTOPS. 1/2" DIA. X 2'-0" LONG STEEL RODS (2 REQ'D.) FILL WITH EPOXY PRECAST WHEEL STOP 6'-0" LONG W/ (2) 5/8" DIA. HOLES 3'-0" MIN. FROM ANY VERTICAL OBSTRUCTION OR 2'-0" MIN. FROM CURB 4"9"1-1/2"B-2 NON-ILLUMINATED EV PARKING SIGN NTS C-2 PCC EQUIPMENT PAD NTS NTS 30"7"3" MIN.3"MIN.6" MIN GRANULAR BACKFILL. SEE GENERAL NOTES FOR FOUNDATION PREPARATION #5 @ 12" O.C. TOP AND BOTTOM (TYP) TRENCH FOR CABLE ACCESS 1/2" CHAMFER NB DISPENSER FOUNDATION NTS 22.0"32.0"PROPOSED 5/8" HILTI KWIK BOLT TZ STAINLESS STEEL ANCHOR 4" EFFECTIVE EMBEDMENT MIN. (ESR#1917) 9.3"9.3" 9.6"2.8"9.6"7.5"2.8"14.2"7.5"6.6"8.8"6.6" NB DISPENSER ANCHORAGE C-4 B-4 EXPANSION JOINT BETWEEN FOUNDATION AND CURB EXPANSION JOINT BETWEEN FOUNDATION AND CURB GRADE EXPANSION JOINT BETWEEN FOUNDATION AND CURB GRADE 6" MIN GRANULAR BACKFILL. SEE GENERAL NOTES FOR FOUNDATION PREPARATION NOTES: 1.REFER TO MANUFACTURER FOR BOLT HOLE REFERENCE. 2.USE DOTTIE DUCT SEAL COMPOUND PC 6130 (CAT NO LHD1) TO SEAL ENDS OF CONDUIT (TYP. ALL CONDUITS FOR CHARGING CABINETS AND CHARGE POSTS). 3.USE BELL FITTINGS ON ALL AC AND DC CONDUIT STUBS. 4.CONTRACTOR SHALL FIELD VERIFY LOCATION OF EXISTING REINFORCEMENT BEFORE DRILLING. ENSURE 3" GAP BETWEEN ANCHORS AND EXISTING REINFORCEMENT. 5.MINIMUM EDGE DISTANCE FOR PROPOSED ANCHORAGE SHALL BE 8". PROPOSED NB STATION PROPOSED CONCRETE SLAB C-1 NB STATION ANCHORAGE NTS 06/12/20 1 2 3 4 5 C B A JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BIDFPL EV FAST CHARGERSMILE MARKER 144, FLORIDA TURNPIKEPORT ST. LUCIE FL 349842020078.06 GPD GROUP, INC.® LIC. # - 30920 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2102 REV.DATEDESCRIPTIONDrawing Name: O:\2020\2020078\06 - Ft. Pierce, FL- Turnpike\dwg\2020078.06 Civil CDs.dwgJune 12, 2020 9:52 AM - dpuchDESIGNERPROJECT MANAGER CIVIL DETAILSC-701 NOTES: 1.DETAIL IS A REFERENCE TO 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN; SEE SECTION 308. 2.PER FIGURE 308.3.2(b), MAXIMUM OBSTRUCTED HIGH SIDE REACH SHALL BE LESS THAN 24" IN DEPTH. 3.PER FIGURE 308.3.2(b), MAXIMUM OBSTRUCTED HIGH SIDE REACH SHALL BE LESS THAN 46" IN HEIGHT. 4.PER SECTION 308.3.2 - EXCEPTION 2, OPERABLE PARTS OF FUEL DISPENSERS SHALL BE PERMITTED TO BE 54 INCHES (1370 MM) MAXIMUM MEASURED FROM THE SURFACE OF THE VEHICULAR WAY WHERE FUEL DISPENSERS ARE INSTALLED ON EXISTING CURBS. 5.PER FIGURE 308.3.2(b), MAXIMUM OBSTRUCTION SHALL BE LESS THAN 24" IN DEPTH AND 34" INCHES IN HEIGHT. MAXIMUM GRIP HEIGHT PER NOTE 4, THIS DETAIL 41.5"SEE NOTE 4, THIS DETAILNTS OBSTRUCTED HIGH SIDE REACH NB DISPENSERA-4 06/12/20 VICINITY MAP N.T.S. PROJECT SITENB FLORIDA'S TURNPIKE (TOLL RD)1 2 3 4 5 C B A JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BIDFPL EV FAST CHARGERSMILE MARKER 144, FLORIDA TURNPIKEPORT ST. LUCIE FL 349842020078.06 GPD GROUP, INC.® LIC. # - 30920 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2102 REV.DATEDESCRIPTIONDrawing Name: O:\2020\2020078\06 - Ft. Pierce, FL- Turnpike\dwg\2020078.06 Civil CDs.dwgJune 12, 2020 9:52 AM - dpuchDESIGNERPROJECT MANAGER COVER SHEETG-000 FPL EV FAST CHARGERS SB FLORIDA'S TURNPIKE (TOLL RD)SHEET INDEX SHEET CIVIL SHEET NAME REV DATE G-000 COVER SHEET 3 6/11/2020 E-000 ELECTRICAL GENERAL NOTES 3 6/11/2020 E-001 ELECTRICAL GENERAL NOTES 3 6/11/2020 E-101 OVERALL ELECTRICAL SITE LAYOUT 3 6/11/2020 E-201 SINGLE LINE DIAGRAM 3 6/11/2020 E-301 ELECTRICAL DETAILS 3 6/11/2020 E-302 GROUNDING DETAILS 3 6/11/2020 E-401 UTILITY DETAILS 3 6/11/2020 E-402 UTILITY DETAILS 3 6/11/2020 PLAN REPRODUCTION WARNING THE PLANS HAVE BEEN PREPARED FOR PRINTING ON ANSI B (22"x34") SHEETS. PRINTING ON OTHER SIZE SHEETS MAY DISTORT SCALES. REFER TO GRAPHIC SCALES. PROJECT INFORMATION SITE ADDRESS MILE MARKER 144, FLORIDA TURNPIKE PORT ST. LUCIE, FL 34984 COUNTY PARCEL NUMBER 3431-122-0001-000-5 FACILITY OWNER FLORIDA'S TURNPIKE ENTERPRISE FPID 422418-5-52-01 MILE MARKER 144 SITE ELEVATION APPROX. 59.3' ASL UTILITY NAME FPL UTILITY ADDRESS 700 UNIVERSE BLVD JUNO BEACH, FL 33408 UTILITY CONTACT INFORMATION PAUL MORRISON DEVELOPER NAME ANUJ CHOKSHI DEVELOPER ADDRESS 700 UNIVERSE BLVD JUNO BEACH, FL 33408 CIVIL ENGINEER OF RECORD (EOR)STEVEN SCHAUB CIVIL EOR ADDRESS 520 S MAIN STREET AKRON, OHIO 44311 CIVIL EOR CONTACT INFORMATION (330) 572-2100 CODE(S) APPLIED 2017 FLORIDA BUILDING CODE, 6TH EDITION WITH AMENDMENTS 2017 NATIONAL ELECTRICAL CODE IN THE EVENT OF CONFLICT, THE MOST RESTRICTIVE CODE SHALL PREVAIL PROJECT DESCRIPTION INSTALLATION OF (1) UTILITY TRANSFORMER, (1) NB STATION, AND (6) ELECTRIC VEHICLE (EV) CHARGE POSTS WITH ASSOCIATED UTILITY EQUIPMENT IN EXISTING PARKING LOT. TOTAL DISTURBED AREA: ±0.01 (554 S.F.) EQUIPMENT AREA: ±0.01 (488 S.F.) FDOT SPECIFICATION THE STANDARD SPECIFICATIONS OF THE STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION, INCLUDING CHANGES AND SUPPLEMENTAL SPECIFICATIONS LISTED IN THE PROPOSAL SHALL GOVERN THIS IMPROVEMENT. 06/12/20 1 2 3 4 5 C B A JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BIDFPL EV FAST CHARGERSMILE MARKER 144, FLORIDA TURNPIKEPORT ST. LUCIE FL 349842020078.06 GPD GROUP, INC.® LIC. # - 30920 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2102 REV.DATEDESCRIPTIONDrawing Name: O:\2020\2020078\06 - Ft. Pierce, FL- Turnpike\dwg\2020078.06 Civil CDs.dwgJune 12, 2020 9:52 AM - dpuchDESIGNERPROJECT MANAGER ELECTRICALGENERAL NOTESE-000 GENERAL ELECTRICAL SPECIFICATIONS 1.THE FOLLOWING ARE ABBREVIATED SPECIFICATIONS. ALL ITEMS NECESSARY FOR A COMPLETE AND OPERABLE JOB (TO THE SATISFACTION OF OWNER) WHETHER SHOWN OR IMPLIED SHALL BE HELD AS THE RESPONSIBILITY OF THE CONTRACTOR 2.IMPORTANT NOTE: "CONTRACTOR" REFERENCED IN THESE SPECIFICATIONS SHALL INDICATE WORK BY ELECTRICAL CONTRACTOR OR ANY OF HIS SUBCONTRACTORS UNLESS NOTED OTHERWISE. 3.DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT ONLY. COORDINATE INSTALLATION WITH OTHER TRADES TO VERIFY THE ACTUAL SPACE CONDITIONS THAT ARE TO BE MAINTAINED. NO ADDITIONAL PAYMENT WILL BE APPROVED FOR FAILURE TO COMPLY. 4.ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING THEIR EXACT MEANING, THE ENGINEER SHALL BE NOTIFIED FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 5.CONTRACTOR SHALL NOTE SCALE ELECTRICAL DRAWINGS. REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT AND CONFIRM WITH CONSTRUCTION MANAGER ANY SIZES AND LOCATIONS WHEN NEEDED. 6.CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE ALL ITEMS DEFINED IN THE CONTRACT DOCUMENTS. THE CONTRACT DOCUMENTS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: THE CONTRACT, SPECIFICATIONS, AND CONSTRUCTION DRAWINGS. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO INSTALL ALL ELECTRICAL EQUIPMENT, CONDUIT, WIRING ETC. AS SHOWN OR IMPLIED ON THE DRAWINGS AND TO PROVIDE A COMPLETE OPERATIVE SYSTEM TO THE SATISFACTION OF OWNER. 7.CONTRACTOR SHALL PROVIDE ON-SITE SUPERVISION AT ALL TIMES WHILE THE WORK IS BEING PERFORMED AND SHALL DIRECT ALL WORK, USING HIS BEST SKILL AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES AND SEQUENCES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 8.INSTALLATION OF ALL ELECTRICAL EQUIPMENT, DEVICES, CONDUITS, ETC. MUST BE COORDINATED WITH ALL OTHER TRADES. COORDINATE SHUTDOWN TIMES AND WORKING HOURS WITH BUILDING OWNER, INCLUDING OFF HOURS, WEEKEND, AND HOLIDAY WORK AS REQUIRED. 9.ANY DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE OWNER IN WRITING PRIOR TO THE AWARD OF THE CONTRACT AND AN ADDENDUM WILL BE ISSUED TO COVER SAME. 10.GUARANTEE - CONTRACTOR SHALL FURNISH OWNER WITH A WRITTEN GUARANTEE TO PROMPTLY REMEDY ALL DEFECTS OF WORK OR MATERIALS WITHOUT CHARGE FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE AND INSPECTION. 11.MATERIALS - ALL MATERIALS AND EQUIPMENT SHALL BE NEW, IN ORIGINAL CONTAINERS/WRAPPINGS, SHALL BE SPECIFICATION GRADE, AND LABELED OR LISTED BY U.L. OR AN ACCREDITED TESTING ORGANIZATION AS REQUIRED BY LOCAL INSPECTORS. 12.CONTRACTOR SHALL PROVIDE ADEQUATE AND REQUIRED LIABILITY INSURANCE FOR PROTECTION AGAINST PUBLIC LOSS AND ANY/ALL PROPERTY DAMAGE FOR THE DURATION OF WORK 13.ALL EQUIPMENT SHALL BE DESIGNED TO OPERATE ON VOLTAGE AND PHASE SPECIFIED. CONTRACTOR FURNISHING EQUIPMENT OTHER THAN INDICATED SHALL BE RESPONSIBLE FOR ANY CHANGES IN CONDUCTORS, RACEWAYS, SWITCHES, MAIN FEEDERS, AND APPURTENANCES AND PAY ALL ASSOCIATED COSTS. REQUIREMENTS FOR ANY INCREASE IN CAPACITIES SHALL BE REVIEWED BY ENGINEER. 14.CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS SUCH AS THE: LUG SIZE RESTRICTIONS, CONDUIT ENTRY, SIZE OF TRANSFORMERS, SCHEDULED DOWNTIME FOR THE OWNERS' CONFIRMATION, ETC. ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER, PRIOR TO BEGINNING ANY WORK. LICENSES, CERTIFICATIONS OF INSPECTION 1.CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION OF ALL GOVERNING AGENCIES THAT REQUIRE SITE INSPECTION OF THE WORK AND/OR SIMPLY NOTIFICATION. THE CONTRACTOR SHALL OBTAIN AND PAY FOR PERMITS, LICENSES AND INSPECTIONS NECESSARY FOR PERFORMANCE OF THE WORK. 2.CONTRACTOR AND ALL OF HIS SUBCONTRACTORS THAT PERFORM ANY WORK ON THIS PROJECT SHALL BE CURRENTLY LICENSED BY ALL AGENCIES WHICH GOVERN OVER THE LAND(S) ON WHICH CONSTRUCTION IS TO TAKE PLACE. CONTRACTOR SHALL SECURE ALL PERMITS AND INSPECTIONS AS REQUIRED, ALL COSTS SHALL BE BORNE BY CONTRACTOR. 3.THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, LICENSES AND INSPECTIONS INCIDENTAL TO WORK UNDER THIS CONTRACT. WHEN THE WORK IS COMPLETED, THE REQUIRED CERTIFICATES OF APPROVAL SHALL BE FURNISHED TO THE BUILDING OWNER. CONTRACTOR MUST BE LICENSED IN THE STATE, COUNTY AND CITY OF THE PROJECT SITE. CODES AND ORDINANCES 1.ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LATEST EDITION OF NEC AND ALL APPLICABLE CODES AND ORDINANCES, INCLUDING SUCH AS PERTAIN TO THE SAFETY AND HEALTH RELATIONS. CODES AND ORDINANCES SHALL TAKE PRECEDENCE OVER THE DRAWINGS AND SPECIFICATIONS ONLY IN CASE OF CONFLICT AND SHALL INCLUDE BUT NOT BE LIMITED TO: A.UL - UNDERWRITERS LABORATORIES B.NEC - NATIONAL ELECTRICAL CODE C.NEMA - NATIONAL ELECTRICAL MANUFACTURERS ASSOC. D.OSHA - OCCUPATIONAL SAFETY AND HEALTH ACT E.SBC - STANDARD BUILDING CODE F.NFPA - NATIONAL FIRE CODES POST CONSTRUCTION AND PROJECT CLOSEOUT DOCUMENTATION 1.AS-BUILT REQUIREMENTS: DO NOT USE RECORD DOCUMENTS FOR CONSTRUCTION PURPOSES. TO PROTECT RECORD DOCUMENTS FROM DETERIORATION AND LOSS, STORE IN A SECURE, FIRE-RESISTANT LOCATION. PROVIDE ACCESS TO RECORD DOCUMENTS FOR THE OWNER'S REFERENCE DURING NORMAL WORKING HOURS. MAINTAIN A CLEAN, UNDAMAGED SET OF BLUE OR BLACK LINE PRINTS OF CONTRACT DRAWINGS AND SHOP DRAWINGS. MARK THE SET TO SHOW THE ACTUAL INSTALLATION WHERE THE INSTALLATION VARIES SUBSTANTIALLY FROM THE WORK AS ORIGINALLY SHOWN. MARK DRAWINGS THAT ARE MOST CAPABLE OF SHOWING CONDITIONS FULLY AND ACCURATELY. WHERE SHOP DRAWINGS ARE USED, RECORD A CROSS-REFERENCE AT THE CORRESPONDING LOCATION ON THE CONTRACT DRAWINGS. GIVE PARTICULAR ATTENTION TO CONCEALED ELEMENTS THAT WOULD BE DIFFICULT TO MEASURE AND RECORD AT A LATER DATE. MARK RECORD SETS WITH RED ERASABLE PENCIL. USE OTHER COLORS TO DISTINGUISH BETWEEN VARIATIONS IN SEPARATE CATEGORIES OF THE WORK. MARK NEW INFORMATION THAT IS IMPORTANT TO THE OWNER BUT WAS NOT SHOWN ON THE CONTRACT DRAWINGS, DETAILS OR SHOP DRAWINGS. NOTE RELATED CHANGE ORDER NUMBERS WHERE APPLICABLE. NOTE RELATED RECORD DRAWING INFORMATION AND PRODUCT DATA. UPON COMPLETION OF THE WORK, SUBMIT ONE (1) COMPLETE SET OF RECORD DOCUMENTS TO THE CONSTRUCTION MANAGER FOR THE OWNER'S RECORDS. CONTRACTOR SHALL SUBMIT AS-BUILT SET OF PLANS TO THE ENGINEER WITHIN 7 DAYS OF COMPLETION OF CONSTRUCTION. EXISTING CONDITIONS AND DEMOLITION 1.ALL ELECTRICAL DEMOLITION WORK, INCLUDING MATERIAL REMOVAL FROM THE SITE, SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR. BEFORE PROCEEDING WITH THE DEMOLITION WORK, THE CONTRACTOR SHALL OBTAIN FROM THE BUILDING OWNER A LIST OF ANY REMOVED ITEMS TO BE SALVAGED. ALL OTHER REMOVED MATERIALS AND EQUIPMENT SHALL BE PROPERLY DISCARDED OFF THE PREMISES. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING PROPERTY RESULTING FROM THE CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE AT THE COMPLETION OF WORK. 3.EXISTING UTILITIES AND CONDITIONS ARE SHOWN FROM FIELD DATA AND EXISTING DOCUMENTS AND ARE NOT NECESSARILY COMPLETE OR ACCURATE. ALL FIELD CONDITIONS SHALL BE VERIFIED BY CONTRACTOR BEFORE START OF CONSTRUCTION. 4.CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE, EXPOSE, AND DETERMINE IF CONFLICTS EXIST WITH THE PROPOSED IMPROVEMENTS. CONTRACTOR SHALL NOTIFY THE OWNER IN ORDER TO RESOLVE ANY CONFLICTS. EXISTING ELECTRICAL CONDUIT, WIRING, ETC. DAMAGED DURING RENOVATION SHALL BE REPLACED IN LIKE KIND AND CHARACTER, AND AT THE EXISTING UTILITY LINES, DRAIN OR FIELD TILE DAMAGED SHALL BE REPAIRED OR REPLACED, AS NEEDED, IN LIKE KIND AND CHARACTER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING CONDUITS, CONTROL WIRING, ETC., WHETHER SHOWN HEREON OR NOT, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSES FOR REPAIR OR REPLACEMENT OF PROPERTY DAMAGED IN CONJUNCTION WITH THE EXECUTION OF WORK. 5.THE CONTRACTOR SHALL NOTIFY THE OWNER OF ANY CONFLICTS OR DISCREPANCIES IN THE CONTRACT DOCUMENTS OR FIELD CONDITIONS PRIOR TO EXECUTING THE WORK IN QUESTION. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER IF DETAILS ARE CONSIDERED UNSOUND, UNSAFE, NOT WATERPROOF, OR NOT WITHIN CUSTOMARY TRADE PRACTICE. IF WORK IS PERFORMED, IT WILL BE ASSUMED THAT THERE IS NO OBJECTION TO THE DETAIL. DETAILS ARE INTENDED TO SHOW THE END RESULT OF THE DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS, AND SHALL BE INCLUDED AS PART OF THE WORK. 6.SITE VISIT - CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING HIS WORK. NO EXTRAS WILL BE PERMITTED FOR LACK OF KNOWLEDGE OF EXISTING CONDITIONS. QUANTITIES OF MATERIALS SHALL BE PER CONTRACTOR'S MEASUREMENTS. BASIC ELECTRICAL MATERIALS AND METHODS 1.WHERE STRUCTURAL OPENINGS ARE NOT AVAILABLE, THE CONTRACTOR SHALL CORE DRILL OR CUT CHASES IN WALLS AND FLOORS AS REQUIRED. ALL NEW OPENINGS SHALL BE COORDINATED WITH THE ENGINEER. ALL PENETRATIONS OF THE BUILDING WALLS, CEILING AND FLOORS, THE CONTRACTOR SHALL SEAL WITH QUALITY CAULK, FIRE RATED AND WATERTIGHT, SUBMITTED FOR APPROVAL BY THE OWNER. 2.TRASH REMOVAL: CONTRACTOR SHALL REMOVE ALL TRASH CREATED BY HIMSELF OR HIS SUBCONTRACTORS DUE TO DEMOLITION OR CONSTRUCTION. THE CONTRACTOR SHALL ALSO REMOVE TRASH CREATED BY OTHER SUBCONTRACTORS INCLUDING CABLE REELS, CARDBOARD BOXES AND PACKING. PROMPTLY CLEAN-UP ALL SOILING, DEBRIS AND OTHER UNSIGHTLY OR HAZARDOUS CONDITIONS, CAUSED BY WORK OR DELIVERIES UNDER THIS CONTRACT, FROM THE BUILDING GROUNDS, ENTRIES, CORRIDORS, STAIRWAYS, ELEVATORS OR OTHER PUBLIC AREAS. ALL SHALL BE REMOVED FROM THE SITE IN A TIMELY FASHION TO A LEGAL DISPOSAL FACILITY. 3.GRAFFITI SHALL BE PAINTED OVER WITHIN ONE DAY OF DISCOVERY. 4.SIGNAGE: CONTRACTOR SHALL MAINTAIN SECURITY AROUND PERIMETER OF CONSTRUCTION SITE DURING ALL HOURS BY INSTALLING A TEMPORARY RIBBON FOR INTERIOR WORK TO IDENTIFY CONSTRUCTION AREAS AS REQUIRED. SIGNAGE SHALL BE POSTED WITH NOTIFICATIONS OF "NO TRESPASSING" AND "CONSTRUCTION AREA". 5.CHECK ACCURACY OF ALL DIMENSIONS IN THE FIELD. UNLESS SPECIFICALLY NOTED, DO NOT FABRICATE ANY MATERIALS OFF SITE, NOR DO ANY CONSTRUCTION UNTIL THE ACCURACY OF DRAWING DIMENSIONS HAVE BEEN VERIFIED AGAINST ACTUAL FIELD DIMENSIONS. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CUTTING, SUBSEQUENT PATCHING, AND REQUIRED FLASHING FOR ALL ITEMS NECESSARY FOR ELECTRICAL PART OF THE CONTRACT. PATCH, PAINT, AND REPAIR ANY AREA DAMAGED TO THE SATISFACTION OF THE BUILDING OWNER. 7.THE EXACT LOCATIONS OF ALL ELECTRICAL DEVICES, EQUIPMENT AND CONDUIT, AS SHOWN ON THE DRAWING, IS APPROXIMATE. WHEN NOT SHOWN IN DETAIL, THE EXACT LOCATION OR ROUTING SHALL BE DETERMINED BY THE CONTRACTOR, SUBJECT TO THE APPROVAL OF OWNER. 8.THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING, HANGERS OR OTHER SUPPORT FOR THE MOUNTING AND SUPPORT OF ALL ITEMS REQUIRING THE SAME AS REQUIRED BY N.E.C. 9.TRENCHING AND BACK FILL: CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT AND/OR CABLES INCLUDING EXCAVATION AND BACKFILLING AND COMPACTION. 10.WHEN DIRECTIONAL BORING IS REQUIRED, CONTRACTOR SHALL INSTALL A LOOSE TONING WIRE WITHIN INSTALLED CONDUIT TO ALLOW FOR IDENTIFICATION OF UNDERGROUND CONDUITS. 11.ALL BOLTS SHALL BE STAINLESS STEEL. 12.FOR UNDERGROUND RACEWAYS, PROVIDE ADDITIONAL SLACK IN CONDUCTORS AND CONDUIT EXPANSION JOINTS IN ORDER TO ALLOW FOR EARTH MOVEMENT FROM SETTLEMENT, FROST, ETC. IN ORDER TO PREVENT DAMAGE TO THE CONDUCTORS OR TO THE EQUIPMENT CONNECTED TO THE RACEWAYS PER THE NEC. 06/12/20 1 2 3 4 5 C B A JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BIDFPL EV FAST CHARGERSMILE MARKER 144, FLORIDA TURNPIKEPORT ST. LUCIE FL 349842020078.06 GPD GROUP, INC.® LIC. # - 30920 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2102 REV.DATEDESCRIPTIONDrawing Name: O:\2020\2020078\06 - Ft. Pierce, FL- Turnpike\dwg\2020078.06 Civil CDs.dwgJune 12, 2020 9:52 AM - dpuchDESIGNERPROJECT MANAGER ELECTRICALGENERAL NOTESE-001 ELECTRICAL EQUIPMENT 1.ALL EQUIPMENT SHALL BE DESIGNED TO OPERATE ON VOLTAGE AND PHASE SPECIFIED. CONTRACTOR FURNISHING EQUIPMENT OTHER THAN INDICATED SHALL BE RESPONSIBLE FOR ANY CHANGES IN CONDUCTORS, RACEWAYS, SWITCHES, MAIN FEEDERS, AND APPURTENANCES AND PAY ALL ASSOCIATED COSTS. REQUIREMENTS FOR ANY INCREASE IN CAPACITIES SHALL BE REVIEWED BY ENGINEER. FIRESTOPPING AND SEALING ELECTRICAL PENETRATIONS 1.CONTRACTOR SHALL FURNISH AND INSTALL FIRESTOPPING FOR SEALING AROUND ELECTRICAL PENETRATIONS THROUGH FIRE OR SMOKE BARRIERS, AND FLOORS. 2.PROVIDE SHOP DRAWINGS OF EACH CONDITION REQUIRING PENETRATION SEALS AND THE PROPOSED UL SYSTEMS MATERIALS, ANCHORAGE, METHODS OF INSTALLATION, AND ACTUAL ADJACENT CONSTRUCTION. SUBMITTAL PACKAGE SHALL ALSO INCLUDE A COPY OF THE UL ILLUSTRATION OF EACH PROPOSED SYSTEM INDICATING MANUFACTURER APPROVED MODIFICATIONS (IF APPLICABLE) AND THE MANUFACTURER'S SPECIFICATIONS, RECOMMENDATIONS, INSTALLATION INSTRUCTIONS, AND MAINTENANCE INSTRUCTIONS. 3.FIRESTOPPING MATERIALS SHALL BE INTUMESCENT SAFETY BARRIERS DESIGNED TO BLOCK THE SPREAD OF FIRE AND SMOKE THROUGH PENETRATIONS CREATED BY ELECTRICAL INSTALLATIONS IN FIRE RATED WALLS AND FLOORS. MATERIALS SHALL BE FLAME, TOXIC FUME, AND WATER RESISTANT AND SHALL HAVE A MINIMUM 3 HOUR FIRE RATING. FIRE RATING SHALL BE DEFINED BY TESTS CONDUCTED BY ASTM, UL OR OTHER TESTING AND INSPECTION AGENCIES ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. 4.PROVIDE MATERIALS BY THE FOLLOWING MANUFACTURERS TO SUIT THE APPLICATION: SPECIFIED TECHNOLOGIES, INC (STI), SOMERVILLE, NJ; TREMCO, INC., BEACHWOOD, OH; OR 3M INC., MINNEAPOLIS, MN GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 1.ALL RACEWAYS AND EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH THE N.E.C. AND ANY LOCAL CODES. 2.ALL CONDUITS SHALL CONTAIN A CODE SIZE GROUNDING CONDUCTOR. 3.EQUIPMENT GROUNDING CONDUCTORS SHALL BE INSULATED WITH GREEN-COLORED INSULATION. 4.GROUNDING ELECTRODE CONDUCTORS SHALL BE STRANDED COPPERWELD CABLE. 5.MATERIALS AND CONNECTION COMPONENTS FOR GROUNDING AND BONDING SHALL BE MANUFACTURED BY ERICO, THOMAS & BETTS, OR BURNDY. 6.GROUND-FAULT PROTECTION OF EQUIPMENT SHALL BE PROVIDED FOR SERVICE DISCONNECTS RATED 1000A OR MORE. THE GROUND-FAULT PROTECTION SYSTEM SHALL BE PERFORMANCE TESTED WHEN FIRST INSTALLED ON SITE. THE TEST SHALL BE CONDUCTED IN ACCORDANCE WITH INSTRUCTIONS THAT SHALL BE PROVIDED WITH THE EQUIPMENT. A WRITTEN RECORD OF THIS TEST SHALL BE MADE AND SHALL BE AVAILABLE TO THE AUTHORITY HAVING JURISDICTION AND OWNER. ELECTRICAL IDENTIFICATION 1.PROVIDE NAMEPLATES FOR ALL MAJOR ELECTRICAL EQUIPMENT AND ON EQUIPMENT AS DIRECTED BY OWNER. 2.PROVIDE ALL FEEDERS AND BRANCH CIRCUIT WIRING WITH COLOR CODED VINYL TAPE WRAPPED A MINIMUM OF 1.5 TIMES AROUND CIRCUMFERENCE OF JACKET/SHIELDING TO DESIGNATE PHASE. 3.COLOR CODING OF CONDUCTORS SHALL BE PER OWNERS REQUIREMENTS. 4.CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 12" BELOW GROUND AND DIRECTLY ABOVE ELECTRICAL SERVICE CONDUITS. CAUTIONS TAPE TO READ "CAUTION BURIED ELECTRIC" CONDUCTORS AND CABLES 1.WIRING - ALL CONDUCTORS SHALL BE EQUAL TO OR BETTER THAN MINIMUM #12 AWG FOR POWER, #14 AWG FOR CONTROL WITH 98% CONDUCTIVITY STRANDED COPPER, 600V, COLOR CODED, UNLESS NOTED ALUMINUM (AL). REFER TO "ALUMINUM CONDUCTOR REQUIREMENTS" THIS SHEET. PROVIDE 75°C RATED CONDUCTORS FOR AMPACITIES ABOVE 100A AND 60°C RATED CONDUCTORS FOR AMPACITIES OF 100 AMPS OR LESS. PROVIDE SOLID OR STRANDED FOR #10 AWG AND SMALLER, STRANDED FOR #8 AWG AND LARGER. UNLESS NOTED OTHERWISE ON DRAWINGS. 2.WIRE SIZE OF BRANCH CIRCUITS SHALL BE ADJUSTED TO COMPENSATE FOR VOLTAGE DROP BASED UPON ACTUAL CONDUIT ROUTING. CONTRACTOR SHALL MAINTAIN VOLTAGE DROP AS RECOMMENDED BY N.E.C. (NOT TO EXCEED 3%). 3.PROVIDE A SEPARATE NEUTRAL FOR EACH BRANCH CIRCUIT, FEEDER, ETC. NEUTRALS ARE NOT PERMITTED TO BE SHARED. 4.CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE TYPE INSULATED TWIST-ON CONNECTORS FOR NO. 10 AWG AND SMALLER. USE SOLDERLESS MECHANICAL TERMINAL LUGS FOR NO. 8 AWG AND LARGER. 5.ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF AN ANTI-OXIDE COMPOUND SUCH AS "NO-OXIDE A" BY DEARBORNE CHEMICAL CO. COAT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED COPPER SURFACES, INCLUDING GROUND BARS, SHALL BE TREATED - NO SUBSTITUTIONS. 6.CABLES - MC CABLE IS NOT PERMITTED. 7.PROVIDE WIRE AND CABLE MANUFACTURED BY ONE OF THE FOLLOWING: AMERICAN INSULATED WIRE CORPORATION; NEXANS; CERROWIRE; SOUTHWIRE; OR ENCORE WIRE. 8.PROVIDE CONNECTORS MANUFACTURED BY ONE OF THE FOLLOWING: AMP INCORPORATED; GENERAL SIGNAL, O-Z/GEDNEY UNIT; SQUARE D COMPANY, ANDERSON; ILSCO; OR BURNDY. ALUMINUM CONDUCTOR REQUIREMENTS 1.ALUMINUM CONDUCTOR GRADE SHALL BE MINIMUM AA-8000 OR THE NEWEST ALUMINUM CONDUCTOR SPECIFICATION BEING USED BY THE INDUSTRY. 2.THE CONTRACTOR SHALL ABIDE BY ALL ARTICLES RELATED TO ALUMINUM CONDUCTORS IN THE LATEST ISSUE OF THE NEC. 3.ALUMINUM CONDUCTORS SHALL ONLY BE TERMINATED USING ALUMINUM RATED CONNECTIONS. CONTRACTOR SHALL VERIFY TERMINATIONS ON EACH DEVICE OR EQUIPMENT BEFORE START OF WORK FOR RATED ALUMINUM CONNECTORS. 4.THE CONTRACTOR SHALL ABIDE BY ALL ALUMINUM WIRING INSTALLATION STANDARDS AS REQUIRED BY THE NEIS ( NATIONAL ELECTRICAL INSTALLATION STANDARDS) PUBLISHED BY THE NECA ( NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION). THE CONTRACTOR SHALL ABIDE BY ALL STANDARDS IN THE NECA / AA - 2006, WHICH DEFINES MINIMUM STANDARDS OF QUALITY AND WORKMANSHIP. A SUMMARY OF SOME OF THE REQUIREMENTS FOLLOW: A.TERMINATE WITH COMPRESSION CONNECTORS, NO RING CUTS OF THE INSULATION, CRIMP ONLY WITH A CRIMP TOOL AND THE CORRECT DIE AS REQUIRED BY THE MANUFACTURER. B.ALL CONDUCTORS TO RECEIVE ANTI-OXIDATIVE COATING DURING INSTALLATION. C.TERMINATING WITH A SET SCREW CONNECTOR, THE SCREW SHALL BE TIGHTENED USING ONLY A TORQUE WRENCH. D.NECA / AA RECOMMENDS BELLVILLE WASHERS WHEN CONNECTING ALUMINUM CONDUCTORS TO COPPER BUS BARS. ABIDE BY ALL NECA / AA RECOMMENDATIONS. E.DO NOT USE PIN CONNECTORS ( WIRE ADAPTERS) UNLESS ABSOLUTELY NECESSARY. USE ALL / ANY OTHER OPTIONS, AND IF REQUIRED, PROVE TO ENGINEER BEFORE INSTALLING. IF USED, FOLLOW U.L. GUIDE FOR WIRE CONNECTORS ( ZMOW ), AND PROVIDE THE SPECIAL TOOLS REQUIRED BY THE MANUFACTURER. DIE-LESS CRIMPERS WILL NOT BE ACCEPTED. RACEWAY AND BOXES 1.RACEWAYS: UNLESS NOTED OTHERWISE, ALL EXPOSED CONDUIT SHALL BE R.G.S. AND COVERED 6" BELOW FINISHED GRADE TO BE PVC, SCHEDULE 40. PROVIDE WEATHERPROOF FLEX CONNECTIONS WHERE REQUIRED. CONTRACTOR SHALL PROVIDE JUNCTION AND/OR PULL BOXES WHERE SHOWN ON THE DRAWINGS, OR AS REQUIRED, WHETHER SHOWN ON THE DRAWINGS OR NOT, AND SIZED PER N.E.C. PROVIDE NON-METALLIC ENCLOSURE WITH OPEN BOTTOM AND GASKETED COVER MANUFACTURED BY QUAZITE OR EQUIVALENT WITH DRIVE-OVER COVER ABLE TO WITHSTAND OCCASIONAL NON-DELIBERATE LIGHT VEHICULAR TRAFFIC. LABEL COVER TO SUIT INSTALLATION (I.E. "POWER" "COMMUNICATIONS", "LIGHTING", ETC.) AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. A.ABOVE GRADE: R.G.S. B.BELOW GRADE: SCHEDULE 40 PVC (UNLESS NOTED OTHERWISE) 2.ALL WIRING SHALL BE INSTALLED IN CONDUIT. ALL CONDUIT SHALL BE A MINIMUM OF 3/4". 3.CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS - 200 LBS TEST POLYETHYLENE CORD. CONTRACTOR SHALL PROVIDE MANUFACTURED LONG RADIUS BENDS FOR ALL CONDUITS. RGS CONDUITS WHEN SPECIFIED, SHALL MEET UL-6 FOR GALVANIZED STEEL. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. COAT ALL THREADS WITH 'BRITE ZINC' OR 'GOLD GALV'. 4.OUTLET BOXES SHALL BE CAST ALLOY WITH THREADED HUBS IN WET/DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. 5.PROVIDE METAL CONDUIT AND TUBING MANUFACTURED BY ONE OF THE FOLLOWING: ALFLEX CORPORATION; ANAMET INCORPORATED, ANACONDA METAL HOSE; ANIXTER BROTHERS INCORPORATED; CAROL CABLE COMPANY INCORPORATED; ELECTRI-FLEX COMPANY; GRINNELL COMPANY, ALLIED TUBE AND CONDUIT DIVISION; MONOGRAM COMPANY, AFC; REPUBLIC CONDUIT; OR WHEATLAND TUBE COMPANY. 6.PROVIDE NONMETALLIC CONDUIT AND TUBING MANUFACTURED BY ONE OF THE FOLLOWING: ANAMET INCORPORATED, ANACONDA METAL HOSE; CANTEX INDUSTRIES, HARSCO CORPORATION; CONDUX INTERNATIONAL, ELECTRICAL PRODUCTS; HUBBELL INCORPORATED, RACO, INCORPORATED; THOMAS & BETTS CORPORATION, CARLON ELECTRICAL PRODUCTS; OR O-Z/GEDNEY, UNIT OF GENERAL SIGNAL. 7.PROVIDE CONDUIT BODIES AND FITTINGS MANUFACTURED BY ONE OF THE FOLLOWING: CROUSE-HINDS, DIVISION OF COOPER INDUSTRIES; EMERSON ELECTRIC COMPANY, APPLETON ELECTRIC COMPANY; HUBBELL INCORPORATED, KILLARK ELECTRIC MANUFACTURING COMPANY; THOMAS & BETTS CORPORATION, CARLON ELECTRICAL PRODUCTS; OR O-Z/GEDNEY, UNIT OF GENERAL SIGNAL. 8.PROVIDE METAL WIREWAYS MANUFACTURED BY ONE OF THE FOLLOWING: HOFFMAN ENGINEERING COMPANY; KEYSTONE/REES, INCORPORATED; OR SQUARE D COMPANY. 9.BOXES, ENCLOSURES, AND CABINETS: UNLESS OTHERWISE NOTED, SHALL BE NEMA 3R RATED AND MANUFACTURED BY ONE OF THE FOLLOWING: CROUSE-HINDS, DIVISION OF COOPER INDUSTRIES; HOFFMAN ENGINEERING COMPANY, FEDERAL-HOFFMAN INCORPORATED; HUBBELL INCORPORATED, RACO INCORPORATED; THOMAS & BETTS, CARLON ELECTRICAL PRODUCTS; O-Z/GEDNEY, UNIT OF GENERAL SIGNAL; ROBROY INDUSTRIES INCORPORATED, ELECTRICAL DIVISION; SCOTT FETZER COMPANY, ADALET-PLM; OR Z-POWER. SAFETY SWITCHES 1.ALL DISCONNECT SWITCHES SHALL BE HEAVY-DUTY CONSTRUCTION WITH LOCKABLE HANDLES SIZED AS NOTED ON THE DRAWINGS AND/OR RISER DIAGRAM. PROVIDE NEMA ENCLOSURE AS REQUIRED BY EXPOSURE TYPE. ALL FUSIBLE SWITCHES SHALL BE PROVIDED WITH WINDOW AND WITH DUAL ELEMENTS FUSES SIZED PER THE EQUIPMENT MANUFACTURER'S RECOMMENDATION. FUSES 1.FUSES SHALL BE DUAL ELEMENT, TIME DELAY CURRENT LIMITING. CONTRACTOR SHALL COORDINATE FUSE SIZES WITH EQUIPMENT MANUFACTURER'S REQUIREMENTS AND PER THE N.E.C. 2.PROVIDE FUSES MANUFACTURED FROM ONE OF THE FOLLOWING: COOPER BUSSMAN, INCORPORATED; EAGLE ELECTRIC MANUFACTURING COMPANY INCORPORATED, COOPER INDUSTRIES INCORPORATED; FERRAZ SHAWMUT INCORPORATED. 06/12/20 ElectricVehicleChargingElectricVehicleChargingElectricVehicleChargingElectricVehicleChargingElectricVehicleChargingElectricVehicleCharging1 2 3 4 5 C B A JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BIDFPL EV FAST CHARGERSMILE MARKER 144, FLORIDA TURNPIKEPORT ST. LUCIE FL 349842020078.06 GPD GROUP, INC.® LIC. # - 30920 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2102 REV.DATEDESCRIPTIONDrawing Name: O:\2020\2020078\06 - Ft. Pierce, FL- Turnpike\dwg\2020078.06 Civil CDs.dwgJune 12, 2020 9:52 AM - dpuchDESIGNERPROJECT MANAGER OVERALL ELECTRICALSITE LAYOUTE-101 10 20 1"=10' Horizontal Scale in Feet 5 N GENERAL SHEET NOTES PLAN KEYNOTES 1.PROPOSED UTILITY TRANSFORMER, 480V/277V, 3Ø, 4W MOUNTED ON CONCRETE PAD. PROPOSED CTs MOUNTED IN TRANSFORMER. SEE SHEET E-401 AND E-402. 2.REQUIRED EQUIPMENT CLEARANCE FOR PROPOSED ELECTRICAL EQUIPMENT. 3.PROPOSED UNDERGROUND PRIMARY CONDUITS AND CONDUCTORS. COORDINATE WITH UTILITY FOR CONDUIT SIZE, QUANTITY, COMPLETE ROUTING AND PROVIDE ALL LABOR AND MATERIALS AS REQUIRED. 4.PROPOSED UTILITY METER MOUNTED ON H-FRAME CONTRACTOR SHALL COORDINATE EXACT LOCATION OF METER WITH POWER COMPANY. 5.PROPOSED UNDERGROUND RGS METERING CONDUIT FROM METER ON H-FRAME TO TRANSFORMER. CONTRACTOR SHALL PROVIDE 1-1/2" RGS CONDUIT AND PULLSTRING WITH BUSHINGS ON BOTH ENDS FROM PROPOSED CT COMPARTMENT TO PROPOSED UTILITY METER; VERIFY WITH POWER COMPANY. 6.PROPOSED UNDERGROUND SERVICE LATERAL CONDUITS (±13 LF) FROM PROPOSED TRANSFORMER TO NB STATION PER POWER COMPANY REQUIREMENTS. 7.PROPOSED POWER ELECTRONICS NB STATION. 8.PROPOSED PROPOSED POWER ELECTRONICS NB DISPENSER "LIQUID-COOLED" POSTS (TOTAL OF 2). 9.PROPOSED POWER ELECTRONICS NB DISPENSER POSTS (TOTAL OF 4) 10.PROPOSED CHARGING POST CONDUITS (1 PER POST). UNDERGROUND CONDUITS SHALL BE ROUTED UP THROUGH CONCRETE SLAB, SEE 'DC CHARGING POST LENGTH' TABLE THIS SHEET. ·EXISTING PROPERTY LINES, RIGHT-OF-WAY BOUNDARIES, EASEMENT BOUNDARIES, SETBACKS, AND UTILITIES ARE SHOWN FOR REFERENCE ONLY. ·CONDUCTOR LENGTHS ARE ESTIMATES ONLY. LENGTHS ARE BASED ON DIAGRAMMATICAL MEASUREMENTS AND APPROXIMATED BURIED DEPTHS. THE EXACT ROUTING PATH AND CONDUCTOR RUN LENGTHS SHALL BE DETERMINED BY CONTRACTOR IN FIELD BASED ON PHYSICAL MEASUREMENTS. CONTRACTOR SHALL ORDER CONDUCTORS BASED ON FIELD MEASUREMENTS (MUST BE APPROVED BY PROJECT MANAGER). ·CONTRACTOR SHALL REFER TO CIVIL SHEETS FOR EXISTING LANDSCAPING TO REMAIN AND PROPOSED LANDSCAPING. ·CONTRACTOR SHALL HAND DIG AROUND ALL EXISTING UTILITIES. ·CONDUIT ELBOWS SHALL BE SIZED PER NEC. CONTRACTOR SHALL VERIFY MANUFACTURER ALLOWABLE FILL AND MINIMUM CONDUCTOR BENDING RADIUS. SEE FEEDER SCHEDULE FOR CONDUIT & CONDUCTOR SPECIFICATIONS. ·ALL CONDUITS ACCESSIBLE TO THE PUBLIC OR WHICH CAN BE DAMAGED SHALL BE RIGID GALVANIZED STEEL. PROVIDE PRIMARY SIDE TRENCHING PROVIDE & INSTALL PRIMARY SIDE CONDUITS W/ PULLWIRE PROVIDE & INSTALL PRIMARY SIDE CONDUCTORS PROVIDE & INSTALL UTILITY TRANSFORMER PAD PROVIDE UTILITY TRANSFORMER INSTALL UTILITY TRANSFORMER INSTALL CONNECTIONS AT UTILITY TRANSFORMER (PRIMARY) INSTALL CONNECTIONS AT UTILITY TRANSFORMER (SECONDARY) PROVIDE METER PEDESTAL INSTALL METER PEDESTAL PROVIDE METER BASE INSTALL METER BASE PROVIDE METER INSTALL METER PROVIDE SECONDARY SIDE TRENCHING PROVIDE & INSTALL SECONDARY SIDE CONDUITS W/ PULLWIRE PROVIDE ROAD CUTS / ROAD BORES PROVIDE & INSTALL PAVEMENT REPLACEMENT ELECTRICAL SCOPE OF WORK RESPONSIBILITIES PROVIDE & INSTALL SECONDARY SIDE CONDUCTORS SCOPE BY UTILITY BY CONTRACTOR x x* x x* x x x x** x x x x x x x x x x x PROVIDE CTs INSTALL CTs (INSIDE TRANSFORMER) x x x* x* NOTE: SCOPE SHOWN ABOVE WAS PROVIDED BY FPL. FIELD VERIFY PRIOR TO CONSTRUCTION. * - DENOTES FLORIDA POWER AND LIGHT SHALL PROVIDE, THE CONTRACTOR SHALL INSTALL. **- DENOTES THE CONTRACTOR SHALL PULL THEIR CABLES IN THE TRANSFORMER. FLORIDA POWER AND LIGHT SHALL TAP THE CABLES. DC CHARGING POST LENGTH CHARGE POST LF EST 1 117 139 2 106 128 3 97 119 4 88 110 5 79 101 6 70 92 TOTAL LENGTH OF DC WIRE 1378 TOTAL LENGTH OF GND WIRE 689 LEGEND FEEDER SCHEDULE REFERENCE SEE SHEET E-201 FOR FEEDER / CIRCUIT SCHEDULE# ELECTRICAL PLAN KEYNOTE 1 2 3 4 5 6 7 1 3 9 TYP.9TYP.8 8 10 0 # 3 06/12/20 1 2 3 4 5 C B A JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BIDFPL EV FAST CHARGERSMILE MARKER 144, FLORIDA TURNPIKEPORT ST. LUCIE FL 349842020078.06 GPD GROUP, INC.® LIC. # - 30920 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2102 REV.DATEDESCRIPTIONDrawing Name: O:\2020\2020078\06 - Ft. Pierce, FL- Turnpike\dwg\2020078.06 Civil CDs.dwgJune 12, 2020 9:52 AM - dpuchDESIGNERPROJECT MANAGER SINGLE LINE DIAGRAME-201 LEGEND FEEDER SCHEDULE REFERENCE SEE FEEDER / CIRCUIT SCHEDULE, THIS SHEET# PROPOSED METERM M PROPOSED SERVICE ENTRANCE RATED NBSK1000S EVSE STATION, NEMA 3R AC INCOMING: 480V, 3Ø, 4W, 65KAIC 1 UTILITY TRANSFORMER SECONDARY:480/277V, 3Ø, 4W (BY UTILITY) PROPOSED GROUND PER UTILITY REQUIREMENTS 2500/3 100% RATED GND NEUT SERVICE GROUND SEE SHEET E-302 SERVICE ENTRANCE MAIN DISCONNECT SWITCH w/GROUND FAULT PROTECTION (ARC REDUCTION SWITCH ALSO INCLUDED) DC INPUT CURRENT TO CHARGE POST CHARGE POST MODEL AC INPUT VOLTAGE TO NB STATION AC INPUT CURRENT TO NB STATION POWER ELECTRONICS NBSK1000S EVSE STATION & CHARGE POST ELECTRICAL SPECS NB DISPENSER 480V 1784A DC OUTPUT VOLTAGE TO CHARGE POST 150V-1000V kW INPUT TO NB STATION 1483kW 250A* 500A* PROPOSED METER 480/277V, 3ΙΈ, 4W SEE NOTE 2 GENERAL SHEET NOTES 1.PROPOSED UTILITY CTs SHALL BE LOCATED IN UTILITY APPROVED CT COMPARTMENTS MOUNTED IN TRANSFORMER. PROPOSED METER SHALL BE MOUNTED ON H-FRAME. 2.REFER TO THIS SHEET FOR FAULT CURRENT CALCULATIONS. CONTRACTOR SHALL MARK ON ALL EQUIPMENT AS REQUIRED PER N.E.C. 3.CONTRACTOR SHALL LABEL ALL EQUIPMENT AS REQUIRED PER N.E.C. 4.ALL CONDUITS ACCESSIBLE TO THE GENERAL PUBLIC OR WHICH CONDUITS CAN BE DAMAGED SHALL BE RIGID GALVANIZED STEEL. 5.ALL ELECTRICAL EQUIPMENT SHALL BE LABELED, LISTED, OR CERTIFIED BY A NATIONALLY RECOGNIZED TESTING LABORATORY ACCREDITED BY THE UNITED STATES OCCUPATIONAL SAFETY HEALTH ADMINISTRATION. 6.THE AFOREMENTIONED STANDARDS IDENTIFY THE REQUIREMENTS MET BY THE EQUIPMENT, INCLUDING BUT NOT LIMITED TO : ·PROTECTION AGAINST ELECTRIC SHOCK ·OVERLOAD AND SHORT CIRCUIT PROTECTION ·FAULT PROTECTION ·DEGREES OF PROTECTION AGAINST ACCESS TO HAZARDOUS LIVE PARTS. ·INTERLOCK THAT DE-ENERGIZES THE ELECTRIC VEHICLE CONNECTOR WHENEVER THE ELECTRICAL CONNECTOR IS UNCOUPLED FROM THE ELECTRIC VEHICLE ·AUTOMATIC DE-ENERGIZATION OF CHARGING POST CABLE UPON EXPOSURE TO STRAIN 10.THE SYSTEM CIRCUIT BREAKER SPECIFICATIONS AND SETTINGS ARE AS FOLLOWS. CONTRACTOR SHALL VERIFY BREAKERS WITH OWNER AND EOR PRIOR TO ORDERING OR CONSTRUCTION: ·2500A MAIN CIRCUIT BREAKER: SUSOL MODEL NUMBER: AH-25-E-3-25-V, MA-D0-D2-AX-U0-B. 1 2 NB DISPENSER (STALL #1) NB DISPENSER LIQUID COOLED (STALL #5) NB DISPENSER LIQUID COOLED (STALL #6) NB DISPENSER (STALL #2) NB DISPENSER (STALL #3) NB DISPENSER (STALL #4) NOTE: ALL INTERNAL COMPONENTS AND WIRING FOR THE NBSK1000S EVSE STATION ARE FACTORY INSTALLED BY THE MANUFACTURER 4 3 FEEDER / CIRCUIT SCHEDULE NO CONFIGURATION (3) 600 MCM Cu (XHHW-2, 90°C) (1) 600 MCM Cu (XHHW-2, 90°C) IN (6) 4" PVC CONDUIT (2) 250 MCM Cu (XHHW-2, 90°C) (1) #4 AWG Cu GND (XHHW-2, 90°C) IN 3” PVC CONDUIT* (2) 250 MCM Cu (XHHW-2, 90°C) (1) #2 MCM Cu GND (XHHW-2, 90°C) IN (2) 3” PVC CONDUIT* OUTDOOR RATED/SHIELDED CAT5E OR CAT6 COMMUNICATION CABLE IN 3/4” PVC CONDUIT 1 2 3 4 2 4 kW OUTPUT TO CHARGE POST 120kW NB DISPENSER LIQUID-COOLED 14,484 AVAILABLE FAULT CURRENT (AMPS) 1 2 14,364 * - EVSE MANUFACTURER HAS CONFIRMED THAT THE DC FEEDERS ARE SIZED IN ACCORDANCE WITH THE DC OUTPUT RATINGS AND ARE THE MAXIMUM LOAD PERMITTED BY THE EVSE SYSTEM. 06/12/20 1 2 3 4 5 C B A JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BIDFPL EV FAST CHARGERSMILE MARKER 144, FLORIDA TURNPIKEPORT ST. LUCIE FL 349842020078.06 GPD GROUP, INC.® LIC. # - 30920 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2102 REV.DATEDESCRIPTIONDrawing Name: O:\2020\2020078\06 - Ft. Pierce, FL- Turnpike\dwg\2020078.06 Civil CDs.dwgJune 12, 2020 9:52 AM - dpuchDESIGNERPROJECT MANAGER ELECTRICAL DETAILSE-301 1" OF GRANULAR BACKFILL BETWEEN CONDUITS NOTES: 1.ANY EXCAVATION LEFT OPEN SHOULD BE SECURELY FENCED OFF. 2.ANY PAVEMENT DAMAGE DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR TO PRECONSTRUCTION CONDITIONS OR BETTER. 3.CONTRACTOR SHALL INSTALL CONDUITS BELOW LOCAL FROST LINE. SHOULD FIELD CONDITIONS VARY, CONTRACTOR SHALL COORDINATE WITH CONTACT ENGINEER LISTED ON SHEET G-000. 4.VERIFY WIDTH OF TRENCH REQUIRED. REFER TO SITE ELECTRICAL DRAWING ON SHEET E-101 FOR ROUTING. 5.ALL CONDUIT TRENCHES UNDER EXISTING ASPHALT PAVEMENT AND CONCRETE SHALL BE BACKFILLED WITH FDOT APPROVED FLOWABLE FILL TO PREVENT POTENTIAL SETTLEMENT. THE FLOWABLE FILL SHALL BE PLACE UP TO THE BOTTOM OFF EXISTING PAVEMENT/CONCRETE ELEVATION. THE ASPHALT REPLACEMENT SHALL MATCH EXISTING THICKNESS. THE EDGES OF EXISTING ASPHALT PAVEMENT REMOVAL SHALL BE SAW CUT WITH NEAT LINES PRIOR TO PLACING NEW ASPHALT. BACKFILL SHALL BE PLACED IN ACCORDANCE WITH SECTION 125 OF FDOT'S STANDARD SPECIFICATIONS. UNDISTURBED SOIL (TYP.) EXISTING GRADE 6"MIN24" MINBACKFILL SHALL BE PLACED IN ACCORDANCE WITH SECTION 125 OF FDOT'S STANDARD SPECIFICATIONS. 6"6" VERIFY SEE NOTE 4 VERIFY CONDUIT TYPE, SIZE AND QUANTITY WITH FEEDER SCHEDULE ON SHEET E-201. DETECTABLE WARNING TAPE RED WITH BLACK LETTERING INDICATING "ELECTRICAL" AND ROUTED ALONG CONDUIT PATH 6"MIN12"C-3 TYPICAL CONDUIT UNDER SOLID TRENCH NTS B-3 SECONDARY FEEDERS TRENCH NTS6" MIN.SEE NOTE 36"7.5" TYP 6" MIN UNDISTURBED SOIL (TYP.) EXISTING GRADE 24" MINBACKFILL SHALL BE PLACED IN ACCORDANCE WITH SECTION 125 OF FDOT'S STANDARD SPECIFICATIONS. VERIFY SEE NOTE 4 DETECTABLE WARNING TAPE RED WITH BLACK LETTERING INDICATING "ELECTRICAL" AND ROUTED ALONG CONDUIT PATH BACKFILL SHALL BE PLACED IN ACCORDANCE WITH SECTION 125 OF FDOT'S STANDARD SPECIFICATIONS. VERIFY WITH POWER COMPANY 12"NOTES: 1.ANY EXCAVATION LEFT OPEN SHOULD BE SECURELY FENCED OFF. 2.ANY PAVEMENT DAMAGE DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR TO PRECONSTRUCTION CONDITIONS OR BETTER. 3.CONTRACTOR SHALL INSTALL CONDUITS BELOW LOCAL FROST LINE. SHOULD FIELD CONDITIONS VARY, CONTRACTOR SHALL COORDINATE WITH CONTACT ENGINEER LISTED ON SHEET G-000. 4.VERIFY WIDTH OF TRENCH REQUIRED. REFER TO SITE ELECTRICAL DRAWING ON SHEET E-101 FOR ROUTING. 5.VERIFY ALL REQUIREMENTS WITH POWER COMPANY 6.ALL CONDUIT TRENCHES UNDER EXISTING ASPHALT PAVEMENT AND CONCRETE SHALL BE BACKFILLED WITH FDOT APPROVED FLOWABLE FILL TO PREVENT POTENTIAL SETTLEMENT. THE FLOWABLE FILL SHALL BE PLACE UP TO THE BOTTOM OFF EXISTING PAVEMENT/CONCRETE ELEVATION. THE ASPHALT REPLACEMENT SHALL MATCH EXISTING THICKNESS. THE EDGES OF EXISTING ASPHALT PAVEMENT REMOVAL SHALL BE SAW CUT WITH NEAT LINES PRIOR TO PLACING NEW ASPHALT. SEE NOTE 1 SEE NOTE 2. ALL HARDWARE TO BE BONDED AND GROUNDED PER NEC 250. METER PROVIDE A SEPARATE GALVANIZED RIGID METALLIC CONDUIT (SIZE PER UTILITY SPECS) WITH ALL THREADED JOINTS AND INSULATED BONDING BUSHINGS ON BOTH ENDS. ROUTE UNDERGROUND PER UTILITY SPECIFICATIONS OF METERING CONDUIT TO TRANSFORMER WITH CT'S LOCATED INSIDE ENCLOSURE. CONDUIT SHALL BE GROUNDED AT THE TRANSFORMER.24" MIN.COVERPROPOSED 3" STD PIPE GALV. PIPE (TYP.) PROPOSED CONCRETE PIER APPROXIMATELY 12" Ø (4000 PSI CONCRETE)3"12" DIA.4'-0" MIN.1"1"BOND POSTS TO GROUND FIELD (TYPICAL) PROVIDE UNISTRUT END CAPS NOTES: 1.SUPPORT POST: 2-3" STD GALVANIZED PIPE CEMENTED IN GROUND. BOND POSTS TO GROUND FIELD. 2.MOUNTING HARDWARE- 12 GAUGE 1-5/8" X 1-5/8" CONTINUOUS SLOT HOT DIPPED GALVANIZED CHANNEL (e.g., UNISTRUT) COMPLETE WITH 1-1/4" X 5/16" DIA. 13 THD SPRING NUT (2 PER CHANNEL), 5/16" HEX NUT, AND LOCK WASHER SECURELY MOUNTED TO SUPPORT POSTS. 3.METER SOCKET(S) MAY BE CONNECTED TO AN EXTERNAL GROUND ROD IF REQUIRED BY LOCAL INSPECTION AUTHORITIES. 4.REFER TO FEEDER/CIRCUIT SCHEDULE ON SHEET E-201. 5.ALL ABOVE GROUND CONDUITS SHALL BE RIGID GALVANIZED STEEL. PROVIDE PVC TO RGS COUPLER FOR TRANSITION. 6.ALL CUT POST & UNISTRUT ENDS SHALL BE FILED, GALVANIZED AND CAPPED.A-3 METER ON H-FRAME NTS CEMENT POSTS INTO GROUND GROUND ROD PER NEC 250 A-2 H-FRAME FOUNDATION NTS PVC SCHEDULE 80 CONDUITS, FROM SERVICE UTILITY TRANSFORMER TO SERVICE ENTRANCE EQUIPMENT. PROVIDE SWEEPING NON-ACUTE ANGLED BENDS FOR ALL CONDUITS. VERIFY CONDUIT SIZE AND QUANTITY WITH FEEDER SCHEDULE ON SHEET E-201 CONTRACTOR MUST REFERENCE FDOT SPEC BOOK, SECTION 121 FOR FLOWABLE FILL MATERIAL. CONTRACTOR MUST REFERENCE FDOT SPEC BOOK, SECTION 121 FOR FLOWABLE FILL MATERIAL. 06/12/20 1 2 3 4 5 C B A JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BIDFPL EV FAST CHARGERSMILE MARKER 144, FLORIDA TURNPIKEPORT ST. LUCIE FL 349842020078.06 GPD GROUP, INC.® LIC. # - 30920 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2102 REV.DATEDESCRIPTIONDrawing Name: O:\2020\2020078\06 - Ft. Pierce, FL- Turnpike\dwg\2020078.06 Civil CDs.dwgJune 12, 2020 9:52 AM - dpuchDESIGNERPROJECT MANAGER ELECTRICAL DETAILSE-302 CADWELD CONNECTIONS (OR APPROVED EQUAL) BURNDY CONNECTIONS (OR APPROVED EQUAL) PARALLEL HORIZONTAL CONDUCTORS PARALLEL THROUGH CONNECTION OF HORIZONTAL TYPE PT THROUGH CABLE TO GROUND ROD THROUGH CABLE TO TOP OF GROUND ROD TYPE GT HORIZONTAL SPLICE SPLICE OF HORIZONTAL CABLES HORIZONTAL STEEL SURFACE TO FLAT STEEL SURFACE OR HORIZONTAL PIPE TYPE HS VERTICAL STEEL SURFACE CABLE DOWN AT 45° TO VERTICAL STEEL SURFACE INCLUDING PIPE TYPE VS "C" CONNECTOR HYPRESS TYPE YGHC BOND JUMPER FIELD FABRICATED GREEN STRANDED INSULATED TYPE 2-YA-2 COPPER LUGS TWO HOLE - LONG BARREL LENGTH TYPE YA-2 B-1 CALDWELL CONNECTION NTS **VERTICAL PIPE CABLE DOWN AT 45° TO RANGE OF VERTICAL PIPES TYPE VS **DETAIL ABOVE REQUIRED ALTERNATIVE INSTALLED ABOVE GRADE A-3 GROUNDING NOTES NTS NOTES: 1.ALL GROUND BARS SHALL BE STAMPED IN TO THE METAL "IF STOLEN DO NOT RECYCLE." 2.ALL HARDWARE SHALL BE STAINLESS STEEL 3/8" DIAMETER OR LARGER. ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. 3.FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. 4.DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR DOWN TO GROUND BUS. 5.NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND BAR AND BOLTED ON THE BACK SIDE. INSTALL BLACK HEAT-SHRINKING TUBE, 600 VOLT INSULATION, ON ALL GROUND TERMINATIONS. THE INTENT IS TO WEATHERPROOF THE COMPRESSION CONNECTION. 6.ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8" OF THE BARREL (NO SHINERS). 7.ALL GROUNDING HARDWARE SUPPLIED AND INSTALLED BY CONTRACTOR. B-3 TYPICAL GROUNDING PLAN NTS GROUNDING LEGEND GROUND BAR/LUG WITHIN PROPOSED EQUIPMENT PROPOSED 5/8"x8'-0" GROUND ROD #4/0 SOLID TINNED COPPER EQUIPMENT GROUNDING CONDUCTOR. SEE ONE-LINE FOR SIZE BASED ON CHARGE POST TYPE PROPOSED CHARGING POST. SEE PLAN FOR EXACT QUANTITY PROPOSED NB STATION. SEE PLAN FOR EXACT SIZE AND CONFIGURATION CADWELD CONNECTION (EXOTHERMIC WELD) MECHANICAL CONNECTION GROUND ROD A B C D E F F A NB STATION B (TYP)D (TYP) A C (TYP) E (TYP) 06/12/20 1 2 3 4 5 C B A JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BIDFPL EV FAST CHARGERSMILE MARKER 144, FLORIDA TURNPIKEPORT ST. LUCIE FL 349842020078.06 GPD GROUP, INC.® LIC. # - 30920 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2102 REV.DATEDESCRIPTIONDrawing Name: O:\2020\2020078\06 - Ft. Pierce, FL- Turnpike\dwg\2020078.06 Civil CDs.dwgJune 12, 2020 9:52 AM - dpuchDESIGNERPROJECT MANAGER UTILITY DETAILSE-401 FOR REFERNCE ONLY 1 2 3 4 5 C B A JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BIDFPL EV FAST CHARGERSMILE MARKER 144, FLORIDA TURNPIKEPORT ST. LUCIE FL 349842020078.06 GPD GROUP, INC.® LIC. # - 30920 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2102 REV.DATEDESCRIPTIONDrawing Name: O:\2020\2020078\06 - Ft. Pierce, FL- Turnpike\dwg\2020078.06 Civil CDs.dwgJune 12, 2020 9:52 AM - dpuchDESIGNERPROJECT MANAGER UTILITY DETAILSE-402 FOR REFERNCE ONLY