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HomeMy WebLinkAbout50-22 Site PlanCD50s04/06/2022 LAR NOTE: THE ORIGINAL SIZE OF THIS PLAN IS 24" X 36". SCALE RATIO IS NOT VALID FOR REDUCED OR ENLARGED SHEET SIZES155 DE HARO STREET SAN FRANCISCO, CA 94103 1 REV DATE DESCRIPTION BY ISSUE DATE ISSUED FOR SHEET TITLE SHEET NUMBER IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PERMIT CHRIS HOWELL Lic. No. 402058105 PROF E SSIONAL E N G IN EERCOMMONW E A L T H OF VI R G I NAIA240 ELIZABETH DR STEPHENS CITY, VA 22655 THE GIANT COMPANY #6295 - STEPHENS CITY 4525 MAIN STREET, SUITE 1000 VIRGINIA BEACH, VA 23462 Main: (757) 213-8600 | www.kimley-horn.com © 2022 Kimley-Horn and Associates, Inc. 11/01/2023 REVISED CD50s04/27/2022 LAR2 CD100s06/03/2022 LAR3 CD100s Revisions10/24/2023 BCF4 THE GIANT COMPANY #6295 - STEPHENS CITY 240 ELIZABETH DR STEPHENS CITY, VA 22655 FREDERICK COUNTY SITE PLAN REFERENCE NUMBER: SP #50-22 SITE PARTNER: THE GIANT COMPANY 8301 PROFESSIONAL PLACE LANDOVER, MD 20785 CONTACT:LEILA TANNOUS PHONE:(301) 341-8956 EMAIL:LEILA.TANNOUS@GIANTFOOD.COM C0-00 COVER SHEET CALL BEFORE YOU DIG ELECTRIC UTILITY PROJECT TEAMCONTRACTOR VERIFICATION CHECKLIST PROJECT DESCRIPTION ITEM TASK YES NO N/A 1 CONTACT 811 UTILITY PRIOR TO EXCAVATION WORK. 2 NOTIFY VOLTA & KIMLEY-HORN OF ANY DISCREPANCIES W/ PLANS OR POTENTIAL CONFLICTS. 3 VERIFY ALL FIELD CONDITIONS PRIOR TO START OF CONSTRUCTION IN ACCORDANCE WITH THESE PLANS. 4 INSTALL WORK AREA PROTECTION MEASURES. 5 FIELD LOCATE EXISTING UTILITIES AND CROSSINGS & VERIFY NO CONFLICTS W/PROPOSED INFRASTRUCTURE. 6 FIELD VERIFY ALL STALL DIMENSIONS AND EQUIPMENT LOCATIONS. 7 CONFIRM ALL ADA AND LOCAL REQUIREMENTS ARE MET. 8 ESTABLISH TEMPORARY CONSTRUCTION ACCESS(ES). 9 IMPLEMENT AND MAINTAIN EPSC CONTROL MEASURES PER LOCAL REQUIREMENTS. 10 LOCATE VERTICAL AND HORIZONTAL UTILITIES PRIOR TO BORING. 11 PROVIDE PROPOSED LIMITS OF ASPHALT OVERLAY SKETCH TO KIMLEY-HORN & VOLTA (IF NEEDED). 12 SEED & STABILIZE ALL DISTURBED AREAS AFTER FINAL GRADING. VOLTA REPRESENTATIVE: VOLTA 155 DE HARO STREET SAN FRANCISCO, CA 94103 CONTACT:TIM NIES PHONE:(443) 717-8206 EMAIL:TIMOTHY.NIES@VOLTACHARGING.COM VOLTA PROPOSES: ·2 STANDARD PARKING STALLS ARE TO BE CONVERTED INTO 2 STANDARD ELECTRIC VEHICLE (EV) PARKING STALLS. 2 ELECTRIC VEHICLE CHARGING STATIONS ARE TO BE INSTALLED IN LANDSCAPE ISLANDS ADJACENT TO THE EV PARKING STALLS. ELECTRICAL CONDUITS WILL BE EXTENDED FROM THE EXISTING BUILDING TO THE ELECTRIC VEHICLE CHARGING STATIONS. VOLTA WILL ALSO PAINT AND MARK ALL EV CHARGING PARKING STALLS AND INSTALL NECESSARY PARKING SIGNS. THERE ARE NO PROPOSED CHANGES TO EXISTING LANDSCAPING, SIGNING OR LIGHTING. APPLICANT: KIMLEY-HORN & ASSOCIATES, INC. 4525 MAIN STREET, SUITE 1000 VIRGINIA BEACH, VA 23462 CONTACT:ARMANI RODRIGUEZ PHONE:(757) 916-8897 EMAIL:ARMANI.RODRIGUEZ@KIMLEY-HORN.COM PROGRAM MANAGER: KIMLEY-HORN & ASSOCIATES, INC. CONTACT:RYAN GRAM, P.E. PHONE:(615) 564-2865 EMAIL:RYAN.GRAM@KIMLEY-HORN.COM CIVIL ENGINEER: KIMLEY-HORN & ASSOCIATES, INC. CONTACT:CHRIS HOWELL, P.E. PHONE:(703) 674-9438 EMAIL:CHRIS.HOWELL@KIMLEY-HORN.COM ELECTRICAL ENGINEER: KIMLEY-HORN & ASSOCIATES, INC. CONTACT:JEFFREY SALLEE, P.E. PHONE:(757) 213-8635 EMAIL:JEFFREY.SALLEE@KIMLEY-HORN.COM CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING LOCATIONS, CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. CALL AT LEAST TWO WORKING DAYS BEFORE YOU DIG Know what's BELOW. CALL before you dig. DIG ALERT NELIZABETH DRLOCATION MAP VICINITY MAP SITE SITE N.T.S. SCALE N N.T.S. SCALE NN ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE BUILDING/ DWELLING, STRUCTURAL, PLUMBING, MECHANICAL, ELECTRICAL, AND FIRE/LIFE SAFETY CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THE LOCAL GOVERNING AUTHORITIES CODES. CODE BLOCK SURVEY/BASEMAP DISCLAIMER THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF A CURRENT LAND SURVEY. ALL PROPERTY LINES, EASEMENTS, SETBACKS, EXISTING INFRASTRUCTURE AND TITLE DOCUMENTS SHALL BE VERIFIED PRIOR TO START OF CONSTRUCTION. KIMLEY-HORN AND VOLTA DO NOT GUARANTEE THE ACCURACY OF SAID PROPERTY LINES, EASEMENTS, SETBACKS, EXISTING INFRASTRUCTURE AND TITLE DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL FIELD CONDITIONS AND IS TO ALERT THE ENGINEER AND VOLTA OF ANY DISCREPANCIES PRIOR TO STARTING CONSTRUCTION. CONTRACTOR TO COORDINATE WITH VOLTA PM FOR ALL FINAL PLACEMENTS OF INFRASTRUCTURE NOTTOWAY DRDOUBLE CHURCH RD SHEET NUMBER SHEET TITLE C0-00 COVER SHEET C0-01 GENERAL NOTES C0-02 VOLTA STATION OVERVIEW C1-00 OVERALL SITE PLAN C2-00 ENLARGED SITE PLAN C3-00 SITE DETAILS C3-01 SITE DETAILS C3-02 SITE DETAILS C3-03 SITE DETAILS E1-00 ELECTRICAL ONE LINE DIAGRAM E2-00 ELECTRICAL NOTES & DETAILS PARCEL IDENTIFICATION NUMBER (PIN): 86-A-10 ZONING CLASSIFICATION: B2 GENERAL BUSINESS MAGISTERIAL DISTRICT: OPEQUON PRESENT USE: SHOPPING CENTER PROPOSED USE: ELECTRIC VEHICLE CHARGING STATION TOTAL SITE ACREAGE:16.03 TOTAL NEW LAND DISTURBANCE: 50 SQ. FT. REQUIRED BUILDING SETBACKS: PREVIOUSLY APPROVED PLANS: REZ #19-89, SP #24-05, SP #57-06, SP #52-07 PROPERTY INFORMATION BUILDING OWNER: RVG DEVELOPMENT AND MANAGEMENT 1000 N FRONT STREET, STE 500 WORMLEYSBURG, PENNSYLVANIA 17043-1034 PHONE: (717) 731-0700 SHEET INDEX RAPPAHANNOCK ELECTRIC COOPERATIVE PHONE: (800) 552-3904 ADDRESS: 3463 VALLEY PIKE, WINCHESTER, VA 22602 ZONING ADMINISTRATOR NOTE: THESE PLANS ARE VALID FOR A PERIOD OF (5) YEARS FROM THE DATE OF APPROVAL ZONING ADMINISTRATOR APPROVAL SIGNATURE CD50s04/06/2022 LAR NOTE: THE ORIGINAL SIZE OF THIS PLAN IS 24" X 36". SCALE RATIO IS NOT VALID FOR REDUCED OR ENLARGED SHEET SIZES155 DE HARO STREET SAN FRANCISCO, CA 94103 1 REV DATE DESCRIPTION BY ISSUE DATE ISSUED FOR SHEET TITLE SHEET NUMBER IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PERMIT CHRIS HOWELL Lic. No. 402058105 PROF E SSIONAL E N G IN EERCOMMONW E A L T H OF VI R G I NAIA240 ELIZABETH DR STEPHENS CITY, VA 22655 THE GIANT COMPANY #6295 - STEPHENS CITY 4525 MAIN STREET, SUITE 1000 VIRGINIA BEACH, VA 23462 Main: (757) 213-8600 | www.kimley-horn.com © 2022 Kimley-Horn and Associates, Inc. 11/01/2023 REVISED CD50s04/27/2022 LAR2 CD100s06/03/2022 LAR3 CD100s Revisions10/24/2023 BCF4 GENERAL NOTES: 1.VOLTA WILL PROVIDE AN INSTALLATION GUIDE AND OTHER SUPPORTING DOCUMENTS AT TIME OF CONSTRUCTION. 2.ALL EXISTING CONDITIONS SHOWN ARE APPROXIMATE. EXISTING UTILITY LOCATIONS AND CROSSINGS ARE TO BE LOCATED IN THE FIELD. CONTRACTOR IS TO CONTACT 811 UTILITY PRIOR TO BEGINNING ANY EXCAVATION WORK. 3.ALL PAVEMENT, LANDSCAPING, UTILITIES, AND OWNER PROPERTY THAT IS DAMAGED OR AFFECTED BY CONSTRUCTION SHALL BE RETURNED TO EXISTING CONDITIONS OR BETTER AT THE CONTRACTOR'S EXPENSE. 4.PROPOSED PAVEMENT STRIPING SHALL LINE UP WITH EXISTING STRIPING WHEREVER POSSIBLE, ADDITIONAL PAVEMENT STRIPE IS NOT NECESSARILY PARALLEL TO THE CONSTRUCTED CHARGING ISLAND. 5.THIS ACCESSIBILITY REVIEW WAS UNDERTAKEN TO IDENTIFY DESIGN FEATURES OF THE PROJECT THAT MAY BE CONSIDERED BY GOVERNMENTAL AGENCIES OR DEPARTMENTS, OR NON-GOVERNMENTAL GROUPS TO BE NON-COMPLIANT WITH THE AMERICANS WITH DISABILITIES ACT OF 1990, REVISED 2010 ADA REGULATIONS AND STANDARDS. THE AMERICANS WITH DISABILITIES ACT OF 1990 IS A FEDERAL CIVIL RIGHTS LAW, THERE IS NO FEDERAL REVIEW PROCESS TO ENSURE FULL COMPLIANCE WITH THE GUIDELINES, EXCEPT THROUGH THE FEDERAL COURT SYSTEM. THE DEPICTIONS, NOTES, AND RECOMMENDATIONS, EXPRESSED ON THIS PLAN ARE BASED ON PROFESSIONAL JUDGEMENT GAINED FROM PAST EXPERIENCE WITH ACCESSIBILITY LAWS, CODES, AND STANDARDS AND THE WORKING INVOLVEMENT TO DEVELOP ACCESSIBILITY STANDARDS THAT WILL MEET OR EXCEED THE APPLICABLE FEDERAL GUIDELINES. ACCORDINGLY, NO CLAIMS OR WARRANTIES, EXPRESSED OR IMPLIED, ARE MADE THAT IN PREPARING THIS PLAN AND PROPOSING RECOMMENDATIONS, THAT ALL POSSIBLE BARRIERS TO ALL PEOPLE HAVE BEEN IDENTIFIED. 6.CONTRACTOR SHALL ACHIEVE A MINIMUM OF 1% BUT NO MORE THAN A 2% SLOPE IN ANY DIRECTION WITHIN ADJACENT ACCESSIBLE SPACE AND BLEND ASPHALT OVERLAY TO EXISTING GRADES AS REQUIRED. CONTRACTOR SHALL PROVIDE A SKETCH TO VOLTA OF PROPOSED LIMITS OF ASPHALT OVERLAY TO ACHIEVE THIS REQUIREMENT PRIOR TO BEGINNING PAVEMENT WORK. 7.ACCESSIBLE EV STALLS WERE DESIGNED BASED ON EXISTING CONDITIONS AND WITHOUT THE BENEFIT OF SURVEY DATA. ALL ADA AND LOCAL REQUIREMENTS INCLUDING BUT NOT LIMITED TO SLOPE AND SPACING SHALL BE CONFIRMED BY THE CONTRACTOR AND MET AT THE TIME OF CONSTRUCTION. 8.CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES IN ACCESSIBILITY PRIOR TO CONSTRUCTION. 9.UNDER NO CIRCUMSTANCE IS THE CONTRACTOR TO DISRUPT ANY OPERATIONS AT THE SITE HOST LOCATION, INCLUDING BUT NOT LIMITED TO CUSTOMER DISRUPTION, UTILITIES, AND INFRASTRUCTURE. 10.CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT WORK AREAS WITH CONES AND/OR BARRICADES AT ALL TIMES. EROSION CONTROL & GRADING NOTES: 1.ADDITIONAL EROSION CONTROL DEVICES TO BE USED AS REQUIRED BY LOCAL INSPECTOR. 2.DISTURBED AREAS LEFT IDLE FOR FIVE DAYS, AND NOT TO FINAL GRADE, WILL BE ESTABLISHED TO TEMPORARY VEGETATION. MULCH, TEMPORARY VEGETATION OR PERMANENT VEGETATION SHALL BE COMPLETED ON ALL EXPOSED AREAS WITHIN 14 DAYS AFTER DISTURBANCE. ALL AREAS TO FINAL GRADE WILL BE ESTABLISHED TO PERMANENT VEGETATION UPON COMPLETION. 3.WHEN HAND PLANTING, MULCH (HAY OR STRAW) SHOULD BE UNIFORMLY SPREAD OVER SEEDED AREA WITHIN 24 HOURS OF SEEDING. IF UNABLE TO ACCOMPLISH, MULCH SHALL BE USED AS A TEMPORARY COVER. CONCENTRATED FLOW AREAS AND ALL SLOPES STEEPER THAN 2.5:1 AND WITH A HEIGHT OF TEN FEET OR GREATER (DOES NOT APPLY TO RETAINING WALLS), AND CUTS AND FILLS WITHIN BUFFERS, SHALL BE STABILIZED WITH THE APPROPRIATE EROSION CONTROL MATTING OR BLANKETS. 4.THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH, LAND-DISTURBING ACTIVITIES. 5.EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION CONTROL AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. 6.SEED ALL DISTURBED AREAS UNLESS OTHERWISE NOTED AS PART OF THIS CONTRACT. 7.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT RESULT FROM THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY UNDERGROUND UTILITIES TO REMAIN. THE CONTRACTOR IS TO NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES AND/OR CONFLICTS WITH EXISTING OR PROPOSED UTILITIES PRIOR TO PROCEEDING. 8.STOCKPILED TOPSOIL OR FILL MATERIAL IS TO BE TREATED SO THE SEDIMENT RUN-OFF WILL NOT CONTAMINATE SURROUNDING AREAS OR ENTER NEARBY STREAMS. STOCK PILE LOCATIONS SHALL BE COORDINATED WITH THE ENGINEER PRIOR TO GRADING ACTIVITIES. EROSION & SEDIMENT CONTROL PRACTICE SHALL BE INSTALLED PRIOR TO STOCKPILE OPERATIONS. 9.CONSTRUCT SILT BARRIERS BEFORE BEGINNING GRADING OPERATIONS. 10.MULCH AND SEED ALL DISTURBED AREAS AS SOON AS POSSIBLE AFTER FINAL GRADING IS COMPLETED (WITHIN 15 DAYS OF ACHIEVED FINAL GRADES) UNLESS OTHERWISE INDICATED. CONTRACTOR SHALL TAKE WHATEVER MEANS NECESSARY TO ESTABLISH PERMANENT SOIL STABILIZATION. STEEP SLOPES (GREATER THAN 3:1) SHALL BE STABILIZED WITHIN 7 DAYS OF FINAL GRADING. 11.PROVIDE TEMPORARY CONSTRUCTION ACCESS(ES) AT THE POINT(S) WHERE CONSTRUCTION VEHICLES EXIT THE CONSTRUCTION AREA. MAINTAIN PUBLIC ROADWAYS FREE OF TRACKED MUD AND DIRT. 12.DO NOT DISTURB VEGETATION OR REMOVE TREES EXCEPT WHEN NECESSARY FOR GRADING PURPOSES. 13.SEQUENCE OF CONSTRUCTION INCLUDED ABOVE IS A GENERAL OVERVIEW, AND IS INTENDED TO CONVEY THE GENERAL CONCEPTS OF THE EROSION CONTROL DESIGN. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETAILED PHASING AND CONSTRUCTION SEQUENCING NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS INCLUDED IN THESE PLANS. THE CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY AND PRIOR TO CONSTRUCTION IF ANY ADDITIONAL DETAIL IS NECESSARY. CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE AHJ REQUIREMENTS. SITE NOTES: 1.HORIZONTAL DIRECTIONAL DRILLING (HDD) OR OTHER TRENCHLESS METHODS AS APPROVED BY SITE HOST ARE THE PREFERRED METHOD TO INSTALL CONDUIT BENEATH EXISTING PARKING LOTS AND PAVED AREAS. 1.1.CONDUIT SHALL BE INSTALLED AT A MINIMUM DEPTH OF TWO AND ONE-HALF FEET (2.5') OR BELOW THE FREEZE LINE, WHICHEVER IS DEEPER. CONDUIT TYPE AND DESIGN TO BE SPECIFIED BY EV CHARGING STATION VENDOR AND MEET ALL LOCAL REQUIREMENTS. CONDUIT DIAMETER SHALL BE NO LARGER THAN TWO (2) INCHES. 1.2.THE RECEIVING PIT SHALL BE LOCATED AS CLOSE AS REASONABLY POSSIBLE TO THE PROPOSED WALL PENETRATION TO LIMIT THE LENGTH OF BUILDING-MOUNTED CONDUIT. LOCATE RECEIVING PIT WITHIN ASPHALT PAVED AREA OR CONCRETE SIDEWALK AREA; RECEIVING PIT SHALL NOT BE LOCATED WITHIN THE UNLOADING PAD [SIX TO TEN INCH (6-10”) REINFORCED CONCRETE SLAB AT THE REAR OF THE STORE]. RECEIVING PIT LOCATION AND WORK AREA SHALL NOT AFFECT SITE HOST CUSTOMER OR DELIVERY TRAFFIC. SEE SUPPLEMENTAL DOCUMENTS, RECEIVING AREA DIAGRAM. 1.3.THE RECEIVING PIT SIZE SHALL BE LIMITED TO THREE FEET (3') BY THREE FEET (3') AND SHALL NOT UNDERMINE THE BUILDING FOUNDATION, ENCLOSURES OR CONCRETE UNLOADING PAD. 1.4.BACKFILL EXCAVATIONS AND REPAIR PAVEMENT PER SPECIFICATIONS BELOW. 1.5.WHERE CONCRETE PAVEMENT, SIDEWALK, ASPHALT PAVEMENT, CURBING, OR CURBING GUTTER IS REMOVED, THE WIDTH OF THE REMOVAL SHALL EXCEED THE ACTUAL WIDTH AT THE TOP OF THE TRENCH BY TWELVE INCHES (12”) ON EACH SIDE OF THE TRENCH, OR A TOTAL OF TWO FEET (2') WIDER THAN THE TRENCH. 1.6.TRENCHING THROUGH THE CONCRETE RECEIVING PAD AT THE REAR OF THE STORE OR THE DRIVE-THRU SLAB IS NOT ALLOWED. ONLY TRENCHING THROUGH MINOR CONCRETE INSTALLATIONS SUCH AS SIDEWALKS WILL BE PERMITTED. 1.7.EXCAVATE TRENCHES TO A DEPTH FOUR INCHES (4”) DEEPER THAN BOTTOM OF FINISHED PIPE ELEVATION. 1.8.THE BOTTOM WIDTH OF THE TRENCH SHALL BE AS REQUIRED TO PERMIT CONDUIT TO BE PROPERLY LAIN AND BACKFILL TO BE PLACED AND PROPERLY COMPACTED. 1.9.REMOVED PAVEMENT, CONCRETE AND EXCAVATED MATERIALS UNSUITABLE FOR USE AS BACKFILL SHALL BE DISPOSED OFFSITE. 1.10.BEDDING AND BACKFILL MAY BE MATERIAL EXCAVATED FROM THE TRENCH PROVIDED THAT IT IS FREE FROM DEBRIS AND ROCKS LARGER THAN ONE AND ONE-HALF INCHES (1-1/2”). 1.11.OVER THE PIPE, IN LAYERS NOT EXCEEDING FOUR INCHES (4”), PLACE AND COMPACT SUITABLE FILL MATERIAL TO NINETY-FIVE PERCENT (95%) DRY DENSITY AS DETERMINED BY ASTM D698. 1.12.COMPACTING EQUIPMENT SHALL BE OF SUCH DESIGN, WEIGHT, AND QUALITY AS IS REQUIRED TO OBTAIN THE DENSITIES SPECIFIED HEREIN OR INDICATED ON THE DESIGN DRAWINGS. AREAS INACCESSIBLE TO SELF-PROPELLED COMPACTING EQUIPMENT SHALL BE COMPACTED OR CONSOLIDATED BY HAND-OPERATED MECHANICAL TAMPERS OR VIBRATORS. 1.13.RESTORE GRASS, LANDSCAPING, IRRIGATION AND ALL FEATURES TO THEIR PRECONSTRUCTION CONDITION. 2.ANY UTILITIES, PAVEMENT, IRRIGATION, LANDSCAPING OR OTHER SITE FEATURES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED BY EV CHARGING STATION VENDOR TO SITE HOST SPECIFICATION. 2.1.WHERE LANDSCAPING IS IMPACTED, IT IS THE RESPONSIBILITY OF EV CHARGING STATION VENDOR TO REPOSITION OR PROVIDE NEW LANDSCAPING WITHIN THE SITE HOST PROPERTY TO ENSURE COMPLIANCE WITH ANY CODE REQUIREMENTS. 2.2.WHERE PARKING LOT, SIDEWALK OR OTHER PAVED AREAS ARE IMPACTED OR DAMAGED, IT IS THE RESPONSIBILITY OF THE EV CHARGING STATION VENDOR TO REPAIR THE AREA TO LIKE NEW CONDITION, REPAIR SHOULD EXTEND BEYOND DAMAGED AREA TO NEAREST CLEAN BREAK THAT ALIGNS WITH ARCHITECTURAL BREAKS, MATERIAL JOINTS, PAVEMENT MARKINGS, ETC. 3.WHERE APPLICABLE, UTILITY SERVICE PROVIDER TO USE SITE HOST APPROVED ROE (RIGHT OF ENTRY) AGREEMENT. SITE HOST PROGRAM MANAGER WILL PROVIDE TEMPLATE WHEN NECESSARY. 4.ASPHALT PAVEMENT REMOVAL AND REPLACEMENT 4.1.SAW CUT THE PAVEMENT TO NEAT, STRAIGHT LINES TO THE FULL DEPTH OF THE PAVEMENT. PAVEMENT REMOVAL SHALL EXTEND A MINIMUM OF TWELVE INCHES (12”) BEYOND THE EDGES OF THE REMOVAL AREA. ANY OTHER PAVEMENT AREAS DAMAGED DURING REMOVAL SHALL ALSO BE REPAIRED OR REPLACED AS NECESSARY 4.2.REMOVE THE PAVEMENT WITHOUT DAMAGING THE PAVEMENT THAT IS TO REMAIN IN-PLACE. 4.3.IF BASE REPLACEMENT IS REQUIRED, COMPACT THE IN-SITU SOILS TO NINETY-FIVE PERCENT (95%) ASTM D698 AND PLUS OR MINUS TWO PERCENT (2%) OF OPTIMUM MOISTURE CONTENT. REMOVE AND REPLACE ANY UNSUITABLE IN-SITU SOILS. 4.4.PLACE AND COMPACT BASE MATERIAL TO NINETY-FIVE PERCENT (95%) OF ASTM D698. 4.5.APPLY PRIME COAT TO AGGREGATE BASE IN COMPLIANCE WITH THE DOT SPECS. PRIME COAT SHALL NOT BE APPLIED MORE THAN TWENTY-FOUR (24) HOURS BEFORE ASPHALT PAVEMENT IS PLACED. APPLICATION RATE TO BE PER THE DOT SPEC. 4.6.CLEAN AND APPLY TACK COAT TO THE ENDS OF CURBS, EDGES OF CONCRETE SURFACES, EDGES OF MANHOLES AND INLETS AND EDGES OF SAW CUT PAVEMENT THAT WILL REMAIN IN-PLACE. 4.7.PLACE AND COMPACT HOT-MIX ASPHALT. HOT-MIX ASPHALT THICKNESS SHALL BE THE GREATER OF THE IN-PLACE ASPHALT OR THREE AND ONE-HALF INCHES (3.5”). ASPHALT MIX DESIGN SHALL BE BY THE CONTRACTOR. 4.8.PLANT MIXED ASPHALT BASE/BINDER COURSE: PROVIDE ONE COURSE LAID TO A MINIMUM COMPACTED THICKNESS OF TWO INCHES (2”). 4.9.PLANT MIXED ASPHALT SURFACE COURSE: PROVIDE ONE COURSE LAID TO A MINIMUM COMPACTED THICKNESS OF ONE AND ONE-HALF INCHES (1-1/2”). 4.10.FOR SMALLER JOBS, IT MAY NOT BE FEASIBLE TO INSTALL BINDER AND SURFACE COURSES, IN WHICH CASE SURFACE COURSE, PLACED AND COMPACTED IN TWO LIFTS, WILL BE ACCEPTED. 4.11.IF PLACING HOT MIX ASPHALT WITH A SHOVEL, BEGIN PLACING HMA AGAINST THE EDGES OF THE PATCH AND WORKING INWARD. HMA SHOULD NOT BE PLACED IN THE CENTER OF THE PATCH AND RAKED TOWARDS THE EDGES. 4.12.THE FIRST PASS OF THE ROLLER OR COMPACTION EQUIPMENT SHOULD BE ALONG THE EDGES OF THE PATCH TO PROPERLY FORM THE JOINT. THE ROLLER WHEEL OR COMPACTION EQUIPMENT SHOULD OVERHANG THE EXISTING PAVEMENT ONTO THE PATCH BY SIX INCHES (6”). AFTER THE PERIMETER OF THE PATCH HAS BEEN COMPACTED BEGIN TO WORK TOWARDS THE CENTER OF THE PATCH WITH SUCCESSIVE PASSES OFFSET BY SIX INCHES (6”). 4.13.THE CONTRACTOR SHALL UTILIZE THE APPROPRIATE HEAVY COMPACTION EQUIPMENT TO ACHIEVE THE REQUIRED COMPACTION OF THE ASPHALT. 4.14.SEAL THE AREA AROUND THE EDGES WITH AN ELASTOMERIC LIQUID ASPHALT SEALER TO PROTECT AGAINST WATER INFILTRATION, INCLUDING ANY INADVERTENT OVERCUTS DURING THE SAW CUTTING PROCEDURE. C0-01 GENERAL NOTES EXISTING LIGHT POLE EXISTING SIGN POST EXISTING TREE PROPOSED TREE PROTECTION PROPOSED ELECTRICAL CONDUIT PROPOSED ELECTRICAL JUNCTION BOX EXISTING ELECTRICAL ROOM DETAIL NO. SHEET NO. PROPERTY LINE EXISTING CURB AND GUTTER 9 C3-01 PROPOSED SIGN POST W/ BOLLARD ADA COMPLIANCE: 1.CURB RAMPS ALONG PUBLIC STREETS AND IN THE PUBLIC RIGHT-OF-WAY SHALL BE CONSTRUCTED BASED ON THE CITY STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS. 2.PRIVATE CURB RAMPS ON THE SITE (I.E. OUTSIDE PUBLIC STREET RIGHT-OF-WAY) SHALL CONFORM TO ADA STANDARDS AND SHALL HAVE A DETECTABLE WARNING SURFACE THAT IS FULL WIDTH AND FULL DEPTH OF THE CURB RAMP, NOT INCLUDING FLARES. 3.ALL ACCESSIBLE ROUTES, GENERAL SITE AND BUILDING ELEMENTS, RAMPS, CURB RAMPS, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO ADA STANDARDS FOR ACCESSIBLE DESIGN, LATEST EDITION. 4.BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY THAT SUITABLE ACCESSIBLE PEDESTRIAN ROUTES (PER ADA AND FHA) EXIST TO AND FROM EVERY DOOR AND ALONG SIDEWALKS, ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES. IN NO CASE SHALL AN ACCESSIBLE RAMP SLOPE EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPE EXCEED 2.0 PERCENT. IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPE EXCEED 5.0 PERCENT. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 2.0 PERCENT SLOPE IN ANY DIRECTION. 5.CONTRACTOR SHALL TAKE FIELD SLOPE MEASUREMENTS ON FINISHED SUBGRADE AND FORM BOARDS PRIOR TO PLACING PAVEMENT TO VERIFY THAT ADA SLOPE REQUIREMENTS ARE PROVIDED. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PAVING IF ANY EXCESSIVE SLOPES ARE ENCOUNTERED. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR ADA SLOPE COMPLIANCE ISSUES. PROJECT LEGEND: (SCALE VARIES PER SHEET) EXISTING PARKING STRIPE PROPOSED PARKING STRIPE PROPOSED VOLTA L2 CHARGING STATION CD50s04/06/2022LARNOTE: THE ORIGINAL SIZE OF THIS PLAN IS 24" X 36". SCALE RATIO IS NOT VALID FOR REDUCED OR ENLARGED SHEET SIZES 155 DE HARO STREETSAN FRANCISCO, CA 941031REVDATEDESCRIPTIONBYISSUE DATEISSUED FORSHEET TITLESHEET NUMBERIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THEDIRECTION OF A LICENSED PROFESSIONALENGINEER, TO ALTER THIS DOCUMENT.PERMIT240 ELIZABETH DRSTEPHENS CITY, VA 22655THE GIANTCOMPANY #6295 -STEPHENS CITY4525 MAIN STREET, SUITE 1000VIRGINIA BEACH, VA 23462Main: (757) 213-8600 | www.kimley-horn.com© 2022 Kimley-Horn and Associates, Inc.11/01/2023REVISED CD50s04/27/2022LAR2CD100s06/03/2022LAR3CD100s Revisions10/24/2023BCF4C0-02VOLTA STATIONOVERVIEWFOR REFERENCE ONLYDESIGNED AND PROVIDED BY OTHERS TPTP0102EEEEE E E CD50s04/06/2022 LAR NOTE: THE ORIGINAL SIZE OF THIS PLAN IS 24" X 36". SCALE RATIO IS NOT VALID FOR REDUCED OR ENLARGED SHEET SIZES155 DE HARO STREET SAN FRANCISCO, CA 94103 1 REV DATE DESCRIPTION BY ISSUE DATE ISSUED FOR SHEET TITLE SHEET NUMBER IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PERMIT CHRIS HOWELL Lic. No. 402058105 PROF E SSIONAL E N G IN EERCOMMONW E A L T H OF VI R G I NAIA240 ELIZABETH DR STEPHENS CITY, VA 22655 THE GIANT COMPANY #6295 - STEPHENS CITY 4525 MAIN STREET, SUITE 1000 VIRGINIA BEACH, VA 23462 Main: (757) 213-8600 | www.kimley-horn.com © 2022 Kimley-Horn and Associates, Inc. 11/01/2023 REVISED CD50s04/27/2022 LAR2 CD100s06/03/2022 LAR3 CD100s Revisions10/24/2023 BCF4 THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF A CURRENT LAND SURVEY. ALL PROPERTY LINES, EASEMENTS, SETBACKS, EXISTING INFRASTRUCTURE AND TITLE DOCUMENTS SHALL BE VERIFIED PRIOR TO START OF CONSTRUCTION. KIMLEY-HORN AND VOLTA DO NOT GUARANTEE THE ACCURACY OF SAID PROPERTY LINES, EASEMENTS, SETBACKS, EXISTING INFRASTRUCTURE AND TITLE DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL FIELD CONDITIONS AND IS TO ALERT THE ENGINEER AND VOLTA OF ANY DISCREPANCIES PRIOR TO STARTING CONSTRUCTION. CONTRACTOR TO COORDINATE WITH VOLTA PM FOR ALL FINAL PLACEMENTS OF INFRASTRUCTURE. DISCLAIMER OVERALL SITE PLAN N 0 GRAPHIC SCALE IN FEET 402040 80 C1-00 OVERALL SITE PLAN 1 IMAGE REFERENCE: AERIAL IMAGE(S) PROVIDED BY NEARMAP IMAGERY ©2021 Nearmap, HERE ELIZABETH DRIVECONSTRUCTION NOTES: 1.CONTRACTOR RESPONSIBILITIES CONSISTS OF, BUT NOT LIMITED TO, CHARGING STATION MOUNTING, FOUNDATION CONSTRUCTION, CONDUIT INSTALLATION, AND WIRING. 2.CONTRACTOR TO PAINT PROPOSED EV PARKING STALLS PER JURISDICTIONAL REQUIREMENTS. 3.CONTRACTOR TO INSTALL TREE PROTECTION FENCING PRIOR TO ANY CONSTRUCTION ACTIVITY. SEE SHEET C3-00 FOR DETAILS. 4.EXACT STATION PLACEMENT AND ROTATION ANGLE MAY VARY SLIGHTLY UPON INSTALLATION DEPENDING ON SITE CONDITIONS. 5.CONTRACTOR TO FIELD VERIFY ALL STALL DIMENSIONS AND ALL EQUIPMENT LOCATIONS TO ENSURE SUFFICIENT SPACE IS AVAILABLE. 6.CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS WHEN DRILLING INTO EXISTING CIP SLAB AND CIP DROP PANELS TO AVOID DAMAGE TO ANY REINFORCING AND EXISTING STRUCTURAL COMPONENTS. 7.USE APPROVED ASTM METHOD (X-RAY, PACOMETER, GPR, ETC.) TO LOCATE MILD STEEL AND PRE-STRESSING TENDONS PRIOR TO DRILLING. DO NOT CUT OR DRILL THROUGH ANY EXISTING REINFORCING. ADJUST LOCATION AS NECESSARY TO AVOID EXISTING REINFORCING.ENSURE 1" GAP MIN. BETWEEN REBAR AND ANCHORAGE. 8.VOLTA WILL MAKE EVERY EFFORT TO FOLLOW, WITH THEIR PROPOSED CONDUIT, AN EXISTING CONDUIT ROUTE FROM ELECTRICAL ROOM TO PROPOSED STATION PLACEMENTS. WHEN AN EXISTING ROUTE IS NOT AVAILABLE, VOLTA WILL MAKE EVERY EFFORT TO CONCEAL/HIDE, PAINT AND MINIMIZE VISUAL IMPACT OF CONDUITS ANYWHERE THEY MAY BE VISIBLE TO THE PUBLIC. 9.CONTRACTOR IS RESPONSIBLE TO LOCATE ALL VERTICAL AND HORIZONTAL UTILITIES PRIOR TO DIRECTIONAL BORING. ANY ALTERATIONS TO THE PROPOSED CONDUIT ROUTE ARE TO BE COORDINATED WITH THE PROFESSIONAL ENGINEER(S) PRIOR TO CONSTRUCTION. 10.ANY ITEMS TO REMAIN THAT ARE DAMAGED BY THE CONTRACTOR SHALL BE REPLACED TO THE EXISTING CONDITION OR BETTER AT THE CONTRACTOR'S EXPENSE. 11.CONTRACTOR TO LOCATE JUNCTION BOX OR APPROVED ALTERNATIVE FOR SITE SPECIFIC RUN LENGTHS AND BENDS. 12.DEVIATION FROM PLAN ON THE PROPOSED CONDUIT METHOD IS AT THE CONTRACTORS DISCRETION AND SHOULD BE DETERMINED BASED ON EXISTING UNDERGROUND FIELD CONDITIONS. ANY DEVIATIONS SHALL BE APPROVED BY VOLTA AND THE SITE HOST. CONTRACTOR TO ENSURE ALL CONDUIT INSTALLATION METHODS ARE APPROVED BY LOCAL JURISDICTION AND INSPECTOR. PARKING NOTE: 1.THIS PROJECT PROPOSES TO UPGRADE (2) STANDARD PARKING STALLS TO (2) EV PARKING STALLS FOR EV READINESS. NO PARKING REDUCTION IS PROPOSED. REFERENCE NOTE: 1.SEE PROJECT LEGEND ON SHEET C0-01 FOR SYMBOLS AND LINE TYPE DESCRIPTIONS. APPROXIMATE PROPERTY LINE (TYP.) ENLARGED SITE PLAN 01 (SEE SHEET C2-00 FOR DETAILS) ENLARGED SITE PLAN 02 (SEE SHEET C2-00 FOR DETAILS) EXISTING MOTOR ROOM (SEE ELECTRICAL SHEETS FOR DETAILS) PROPOSED 1" CONDUIT WITH PULL STRING FOR FUTURE COMM. CAP CONDUIT WHILE NOT IN USE PROPOSED INTERIOR CONDUIT SECTION A (±195') (SEE ELECTRICAL SHEETS FOR DETAILS) PROPOSED UNDERGROUND CONDUIT SECTION A (BORE ±45') (SEE ELECTRICAL SHEETS FOR DETAILS) PROPOSED UNDERGROUND CONDUIT SECTION C (BORE ±190') (SEE ELECTRICAL SHEETS FOR DETAILS)PROPOSED UNDERGROUND CONDUIT SECTION B (HAND-TRENCH ±5') (SEE ELECTRICAL SHEETS FOR DETAILS) CONDUIT TRANSITION FROM INTERIOR TO UNDERGROUND CONDUIT. CONTRACTOR TO PAINT CONDUIT TO MATCH BUILDING 8 E2-00 NON-TRAFFIC RATED JUNCTION BOX 10 E2-00 VOLTA L2 CHARGING STATION 01 EVCS FOUNDATION W/6" CONCRETE PAD 16 C3-02 23 C3-03 VOLTA L2 CHARGING STATION 02 EVCS FOUNDATION W/6" CONCRETE PAD 16 C3-02 23 C3-03 TPTPTPTPTPTP TP TPTPTPTPTP TP01EEEEEEE E E E E E TPTPTPTPTPTP TP TP02E E E E E EECD50s04/06/2022 LAR NOTE: THE ORIGINAL SIZE OF THIS PLAN IS 24" X 36". SCALE RATIO IS NOT VALID FOR REDUCED OR ENLARGED SHEET SIZES155 DE HARO STREET SAN FRANCISCO, CA 94103 1 REV DATE DESCRIPTION BY ISSUE DATE ISSUED FOR SHEET TITLE SHEET NUMBER IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PERMIT CHRIS HOWELL Lic. No. 402058105 PROF E SSIONAL E N G IN EERCOMMONW E A L T H OF VI R G I NAIA240 ELIZABETH DR STEPHENS CITY, VA 22655 THE GIANT COMPANY #6295 - STEPHENS CITY 4525 MAIN STREET, SUITE 1000 VIRGINIA BEACH, VA 23462 Main: (757) 213-8600 | www.kimley-horn.com © 2022 Kimley-Horn and Associates, Inc. 11/01/2023 REVISED CD50s04/27/2022 LAR2 CD100s06/03/2022 LAR3 CD100s Revisions10/24/2023 BCF4 ENLARGED SITE PLAN THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF A CURRENT LAND SURVEY. ALL PROPERTY LINES, EASEMENTS, SETBACKS, EXISTING INFRASTRUCTURE AND TITLE DOCUMENTS SHALL BE VERIFIED PRIOR TO START OF CONSTRUCTION. KIMLEY-HORN AND VOLTA DO NOT GUARANTEE THE ACCURACY OF SAID PROPERTY LINES, EASEMENTS, SETBACKS, EXISTING INFRASTRUCTURE AND TITLE DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL FIELD CONDITIONS AND IS TO ALERT THE ENGINEER AND VOLTA OF ANY DISCREPANCIES PRIOR TO STARTING CONSTRUCTION. CONTRACTOR TO COORDINATE WITH VOLTA PM FOR ALL FINAL PLACEMENTS OF INFRASTRUCTURE. DISCLAIMER 0 GRAPHIC SCALE IN FEET 52.5 5 10 C2-00 ENLARGED SITE PLAN 0 GRAPHIC SCALE IN FEET 52.5 5 10 1 2ENLARGED SITE PLAN NN 18'8'-6"EV SIGN POST W/BOLLARD (TYP.) 9 C3-01 12 C3-01 EV SIGN POST W/BOLLARD (TYP.) 9 C3-01 12 C3-01 EV STRIPING (TYP.) 5 C3-00 6 C3-00EV STRIPING (TYP.) 5 C3-00 6 C3-00 CONTRACTOR TO INSTALL TREE PROTECTION FENCING PRIOR TO ANY CONSTRUCTION ACTIVITY (TYP.) 3 C3-00 CONTRACTOR TO INSTALL TREE PROTECTION FENCING PRIOR TO ANY CONSTRUCTION ACTIVITY (TYP.) 3 C3-00 EXISTING TREE TO REMAIN. CONTRACTOR TO CONFIRM THERE WILL BE NO DISTURBANCE OF TREES DURING THE CONSTRUCTION PROCESS (TYP.) EXISTING TREE TO REMAIN. CONTRACTOR TO CONFIRM THERE WILL BE NO DISTURBANCE OF TREES DURING THE CONSTRUCTION PROCESS (TYP.) EXISTING PARKING STALL TO BE CONVERTED INTO STANDARD EV STALL. EXISTING EXPECTANT MOTHERS STALL TO BE RELOCATED EXISTING PARKING STALL TO BE CONVERTED INTO STANDARD EV STALL EXISTING SIGN TO BE RELOCATED EXISTING CURB AND GUTTER TO REMAIN. CONTRACTOR TO PROTECT IN PLACE (TYP.) EXISTING CURB AND GUTTER TO REMAIN. CONTRACTOR TO PROTECT IN PLACE (TYP.) EXISTING LIGHT POLE TO REMAIN. CONTRACTOR TO PROTECT IN PLACE PROPOSED UNDERGROUND CONDUIT SECTION A (BORE ±45') (SEE ELECTRICAL SHEETS FOR DETAILS) PROPOSED UNDERGROUND CONDUIT SECTION B (HAND-TRENCH ±5') (SEE ELECTRICAL SHEETS FOR DETAILS) PROPOSED UNDERGROUND CONDUIT SECTION C (BORE ±190') (SEE ELECTRICAL SHEETS FOR DETAILS) PROPOSED UNDERGROUND CONDUIT SECTION C (BORE ±190') (SEE ELECTRICAL SHEETS FOR DETAILS) NON-TRAFFIC RATED JUNCTION BOX 10 E2-00 VOLTA L2 CHARGING STATION 01 EVCS FOUNDATION W/6" CONCRETE PAD 16 C3-02 23 C3-03 VOLTA L2 CHARGING STATION 02 EVCS FOUNDATION W/6" CONCRETE PAD 16 C3-02 23 C3-03 02 VARIES (SEE PLANS)VARIES (SEE PLANS)VARIES (SEE PLANS)VARIES (SEE PLANS) 01 25" CLR 24" O.C.2.0' MIN. (TYP.)Ø4" BOLLARD W/ SLEEVE (TYP.) PROPOSED CONCRETE WHEEL STOP (TYP.) EXISTING PARKING STRIPING (TYP.) PROPOSED EV STRIPING (TYP.) PROPOSED EV SIGN POST W/ BOLLARD & SLEEVE (TYP.) VOLTA L2 DUAL CHARGING PEDESTAL CONCRETE PAD FOUNDATION EXISTING CONCRETE WHEEL STOP (TYP.) STOP & SHOP TYPICAL STRIPING GUIDELINES 1" DIA. HOLE (TYP.) R1" (TYP.) ACHORAGE PINS NO. 7 RE-BARS 22" LONG (MIN.) ANCHOR PINS SHALL BE RECESSED 1 IN. SECTION VIEW REINFORCEMENT 2-NO.3 DEFORMED BARS NOTES: 1.PRECAST CONCRETE WHEEL STOPS SHALL BE LOCATED AS SHOWN ON THE PLANS. THEN SECURED IN PLACE WITH TWO (2) NO. 7 REINFORCEMENT BARS PER WHEEL STOP. 2.COST OF THE REINFORCEMENT BARS WILL BE INCIDENTAL TO THE CONTRACT UNIT PRICE BID PER EACH FOR THE WHEEL STOPS. 3.WHEEL STOPS TO BE PAINTED WHITE IN ACCORDANCE WITH STRIPING GUIDELINES. CONCRETE WHEEL STOP 6 1/2" FRONT VIEW TYPE II (AUTOMOBILE) 1 3/16" (TYP.) 2" COVER2" COVER (TYP.) ℄℄ ℄ CD50s04/06/2022 LAR NOTE: THE ORIGINAL SIZE OF THIS PLAN IS 24" X 36". SCALE RATIO IS NOT VALID FOR REDUCED OR ENLARGED SHEET SIZES155 DE HARO STREET SAN FRANCISCO, CA 94103 1 REV DATE DESCRIPTION BY ISSUE DATE ISSUED FOR SHEET TITLE SHEET NUMBER IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PERMIT CHRIS HOWELL Lic. No. 402058105 PROF E SSIONAL E N G IN EERCOMMONW E A L T H OF VI R G I NAIA240 ELIZABETH DR STEPHENS CITY, VA 22655 THE GIANT COMPANY #6295 - STEPHENS CITY 4525 MAIN STREET, SUITE 1000 VIRGINIA BEACH, VA 23462 Main: (757) 213-8600 | www.kimley-horn.com © 2022 Kimley-Horn and Associates, Inc. 11/01/2023 REVISED CD50s04/27/2022 LAR2 CD100s06/03/2022 LAR3 CD100s Revisions10/24/2023 BCF4 GENERAL NOTES 1.UNLESS NOTED OTHERWISE, THE FOLLOWING NOTES RELATING TO THE "SITE DETAILS" SHEETS SHALL GOVERN. 2.COMPRESSIVE STRENGTH OF CONCRETE FOUNDATION SHALL BE A MINIMUM OF 4,500 PSI AT 28 DAYS WITH MAXIMUM W/CM RATIO OF 0.45 AND AIR-CONTENT OF 5% +/- 1.5%. 3.MINIMUM YIELD STRENGTH OF REINFORCEMENT TO BE 60,000 PSI (ASTM-A615). 4.REFERENCE CIVIL AND ELEC. DRAWING FOR EQUIPMENT LAYOUT, LOCATION OF CONDUIT, ETC. 5.FINAL ANCHOR BOLT AND POLE DESIGN INCLUDING SIZE AND CONFIGURATION ARE BY MFR. 6.BEFORE STARTING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON THE SITE AND REPORT ANY DISCREPANCIES IMMEDIATELY TO THE ENGINEER. 7.NO GEOTECHNICAL ENGINEERING REPORT WAS PROVIDED BY THE OWNER. FOUNDATION DESIGN IS BASED ON A MINIMUM OF 1,500 PSF NET ALLOWABLE BEARING PRESSURE ON UNDISTURBED NATURAL SOIL OR COMPACTED FILL UNLESS OTHERWISE NOTED. 8.UNLESS OTHERWISE DIRECTED BY THE OWNER, ALL FOUNDATION WORK RELATED TO INSTALLATION OF REBAR SHALL BE INSPECTED BY OTHERS. 9.KIMLEY-HORN AND ASSOCIATES, INC. IS NOT RESPONSIBLE FOR THE DESIGN OF THE EQUIPMENT OR ANCHORAGE TO THE FOUNDATION. MANUFACTURER SHALL SUBMIT LOADS TO ENGINEER FOR RECORD KEEPING PURPOSES ONLY. 10.DESIGN IS BASED ON THE SPECIFIC EQUIPMENT SHOWN IN THESE DRAWINGS AND ILLUSTRATED ON THE VOLTA CUT SHEETS. 11.ALL MATERIALS SHALL BE IN ACCORDANCE WITH THE LOCAL DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 12.ALL FOUNDATIONS ARE TO INCLUDE COMPACTED SUBGRADE AND MINIMUM 6" COMPACTED STONE BASE UNLESS OTHERWISE SPECIFIED. 13.BUILDING CODE: IBC 2018 DESIGN PARAMETERS (PER ASCE 7-16): WIND SPEED:111 MPH EXPOSURE CATEGORY:C TOPOGRAPHY CATEGORY:1 RISK CATEGORY:II SEISMIC PARAMETERS:Ss = 0.14g S1 = 0.05g SITE CLASS:D FROST DEPTH:20"" FEMA FLOOD ZONE:X NOTE: BOLLARDS ARE NOT DESIGNED FOR FULL 6 KIP IMPACT LOADS UNLESS OTHERWISE NOTED AS "VEHICULAR RATED". C3-00 SITE DETAILS 5N.T.S. SCALE 7N.T.S. SCALE 1N.T.S. SCALE 2N.T.S. SCALE N.T.S. SCALE 6N.T.S. SCALE 3 HIGH-VISIBILITY FENCING WOOD OR STEEL STAKE EXISTING GRADE SENSITIVE AREAS TREE DRIPLINE (TYP.) NOTE: FURNISH AND INSTALL TEMPORARY HIGH-VISIBILITY FENCING AT CONSTRUCTION LIMITS PRIOR TO ANY LAND DISTURBANCE. TREE PROTECTION/HIGH VISIBILITY FENCING LIMITS OF DISTURBANCE 36" MIN. TREE PROTECTION FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS EV STRIPING GUIDELINES NOT USED EV STRIPING GUIDELINES N.T.S. SCALE 3 24" MIN. NOT USED NOTE: 1.CONTRACTOR TO ENSURE PAINT IS APPLIED 40° FAHRENHEIT MIN. NOT USED NOT USED CD50s04/06/2022 LAR NOTE: THE ORIGINAL SIZE OF THIS PLAN IS 24" X 36". SCALE RATIO IS NOT VALID FOR REDUCED OR ENLARGED SHEET SIZES155 DE HARO STREET SAN FRANCISCO, CA 94103 1 REV DATE DESCRIPTION BY ISSUE DATE ISSUED FOR SHEET TITLE SHEET NUMBER IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PERMIT CHRIS HOWELL Lic. No. 402058105 PROF E SSIONAL E N G IN EERCOMMONW E A L T H OF VI R G I NAIA240 ELIZABETH DR STEPHENS CITY, VA 22655 THE GIANT COMPANY #6295 - STEPHENS CITY 4525 MAIN STREET, SUITE 1000 VIRGINIA BEACH, VA 23462 Main: (757) 213-8600 | www.kimley-horn.com © 2022 Kimley-Horn and Associates, Inc. 11/01/2023 REVISED CD50s04/27/2022 LAR2 CD100s06/03/2022 LAR3 CD100s Revisions10/24/2023 BCF4 NOTES: 1.SIGN TO BE GREEN (PANTONE 355C) WITH WHITE LETTERING AND MUST BE REFLECTIVE LETTERING. 2.TO BE PLACED AT HEAD OF PARKING STALL. 3.POST MOUNTED OBJECTS PER ADA CODE SECTION 11B-307.3. 4.SIGN AND POST ARE NOT IMPACT RATED UNLESS OTHERWISE NOTED. 5.PRIOR TO DRILLING, CONTRACTOR SHALL VERIFY THICKNESS OF EXISTING CONCRETE SLAB IS AT LEAST 10" AND THAT 6" ANCHOR EMBEDMENT CAN BE PROVIDED. Ø4 - 1/2" HILTI HIT-Z ANCHOR RODS WITH HILTI HIT-HY 200 EPOXY. 1/2" MINIMUM EMBEDMENT. INSTALL PER MANUFACTURER RECOMMENDATIONS. PL 1/2"x10"x10" WITH (4) Ø5/8" HOLES, 1 1/2" MINIMUM EDGE 1/4" NEOPRENE PAD SEALANT ALL AROUND 10" MIN. 60" MIN. OR 80" MIN. IF LOCATED WITHIN AN ACCESSIBLE ROUTE EV PARKING SIGN (SEE DETAIL 12, THIS SHEET) TYP. 1-3/4"x1-3/4" SQUARE POST 12 GA. GALV. STEEL NOTES: 1.SIGN TO BE GREEN (PANTONE 355C) WITH WHITE LETTERING AND MUST BE REFLECTIVE LETTERING. 2.TO BE PLACED AT HEAD OF PARKING STALL. 3.POST MOUNTED OBJECTS PER ADA CODE SECTION 11B-307.3. 4.SIGN AND POST ARE NOT IMPACT RATED UNLESS OTHERWISE NOTED. 5.PRIOR TO DRILLING, CONTRACTOR SHALL VERIFY THICKNESS OF EXISTING CONCRETE SLAB IS AT LEAST 10" AND THAT 6" ANCHOR EMBEDMENT CAN BE PROVIDED. 36" 10" MIN. Ø4" STEEL PIPE BOLLARD FILLED WITH NON-SHRINK GROUT (WHEN IN FRONT OF PARKING SPACE PAINTED TRAFFIC YELLOW) 60" MIN. OR 80" MIN. IF LOCATED WITHIN AN ACCESSIBLE ROUTE 1-3/4"x1-3/4" SQUARE POST 12 GA. GALV. STEEL (4) Ø1/2" HILTI HIT-Z ANCHOR RODS WITH HILTI HIT-HY 200 EPOXY. 6 1/2" MINIMUM EMBEDMENT. INSTALL PER MANUFACTURER RECOMMENDATIONS. PL 3/4"x13"x13" WITH (4) Ø7/8" HOLES, 1 1/2" MINIMUM EDGE 1/4" NEOPRENE PAD TYP. SEALANT ALL AROUND EV PARKING SIGN (SEE DETAIL 12, THIS SHEET) SIGN POST NOTES: 1.SIGN TO BE GREEN (PANTONE 355C) WITH WHITE LETTERING AND MUST BE REFLECTIVE LETTERING. 2.TO BE PLACED AT HEAD OF PARKING STALL. 3.POST MOUNTED OBJECTS PER ADA CODE SECTION 11B-307.3. 4.THIS DETAIL SHALL ONLY BE USED WHEN SIGN POST IS LOCATED OUTSIDE OF PARKING LOT PAVEMENT AND 2' MIN. CAR OVERHANG ZONE. EXISTING GRADE 60" MIN. OR 80" MIN. IF LOCATED WITHIN AN ACCESSIBLE ROUTE 36" OR 6" BELOW FROST DEPTH WHICHEVER IS GREATER 3" MIN. 12" 3" MAX. EV PARKING SIGN (SEE DETAIL 12, THIS SHEET) 1-3/4"x1-3/4" SQUARE POST 12 GA. GALV. STEEL UNDISTURBED NATIVE SOIL 2"x2" SQUARE POST 12 GA. GALV. STEEL W/ (2) 3/8"x1" SS BOLTS. (1" BOLT TO BOLT SPACING WITH 3/4" MINIMUM EDGE) CONCRETE BASE IMPACT DETERRENT BOLLARD NOTES: 1.CONTRACTOR TO ENSURE PLACEMENT OF BOLLARD DOES NOT IMPACT VISIBILITY OF STATION SCREEN. 2.CONTRACTOR TO ENSURE BOLLARD PLACEMENT DOES NOT OBSTRUCT 3' DOOR SWING ON BOTH SIDES OF MEDIA STATION. 4.THIS BOLLARD IS NOT RATED FOR VEHICULAR IMPACT. EX. GRADE Ø10" 30" 36" MIN. 3" CLR. CONCRETE FOOTING SLOPE TO DRAIN PIPE SURFACE: UNFINISHED STAINLESS STEEL Ø4" 304 SS PIPE CONCRETE TO BE CURVED ℄1 1/2" IMPACT DETERRENT BOL. W/ BASE PLATE 30" Ø4" 304 SS PIPE FILLED WITH CONCRETE PIPE SURFACE: UNFINISHED STAINLESS STEEL NOTES: 1.CONTRACTOR SHALL X-RAY CONCRETE SLAB TO FIELD VERIFY EXISTING REINFORCEMENT LOCATIONS PRIOR TO DRILLING. CONTRACTOR SHALL TAKE GREAT CARE TO ENSURE AT LEAST 3" GAP BETWEEN ANCHORS AND EXISTING REINFORCEMENT AND STRESSING TENDONS. 2.CONTRACTOR TO ENSURE PLACEMENT OF BOLLARD DOES NOT IMPACT VISIBILITY OF STATION SCREEN. 3.CONTRACTOR TO ENSURE BOLLARD PLACEMENT DOES NOT OBSTRUCT 3' DOOR SWING ON BOTH SIDES OF MEDIA STATION. 4.THIS BOLLARD IS NOT RATED FOR VEHICULAR IMPACT. BASE PLATE. SEE DETAIL BELOW. PROVIDE SHIM/GROUT AS REQUIRED FOR LEVELING EXISTING CONCRETE BASE PLATE DETAIL 4.41" 4.41" (4) HILTI 1/2" DIA. HDI+ STAINLESS STEEL ANCHORS W/ 2" EMBEDMENT (4) 5/8" THRU HOLES 0.55" THICK 304 SS BASE PLATE Ø8" ℄ ℄ ℄ IMPACT DETERRENT BOL. W/ THRD BASE 30" Ø4" 304 SS PIPE PIPE SURFACE: UNFINISHED STAINLESS STEEL THREADED BOLT DOWN BASE. SEE DETAIL BELOW. PROVIDE SHIM/GROUT AS REQUIRED FOR LEVELING EXISTING CONCRETE THREADED BASE DETAIL 2.894" 4.41" M3.819"x0.098" Ø2.953" 0.472" (2) 5/8" HOLES (4) HILTI 1/2" DIA. HDI+ STAINLESS STEEL ANCHORS W/ 2" EMBEDMENT Ø1.378" ℄ ℄ ℄ ℄ NOTES: 1.CONTRACTOR SHALL X-RAY CONCRETE SLAB TO FIELD VERIFY EXISTING REINFORCEMENT LOCATIONS PRIOR TO DRILLING. CONTRACTOR SHALL TAKE GREAT CARE TO ENSURE AT LEAST 3" GAP BETWEEN ANCHORS AND EXISTING REINFORCEMENT AND STRESSING TENDONS. 2.CONTRACTOR TO ENSURE PLACEMENT OF BOLLARD DOES NOT IMPACT VISIBILITY OF STATION SCREEN. 3.CONTRACTOR TO ENSURE BOLLARD PLACEMENT DOES NOT OBSTRUCT 3' DOOR SWING ON BOTH SIDES OF MEDIA STATION. 4.THIS BOLLARD IS NOT RATED FOR VEHICULAR IMPACT. NOTES: 1.SIGN TO BE GREEN (PANTONE 355C) WITH WHITE LETTERING AND MUST BE REFLECTIVE LETTERING. 2.TO BE PLACED AT HEAD OF PARKING STALL. 3.POST MOUNTED OBJECTS PER ADA CODE SECTION 11B-307.3. 4.THIS DETAIL SHALL BE USED WHEN SIGN POST IS LOCATED IN PARKING LOT PAVEMENT, OR WITHIN 2' CAR OVERHEAD ZONE. 5.REFER TO NOTES FOR ASSUMED GEOTECHNICAL 164 PARAMETERS. THIS SIGN DESIGN ASSUMES ASCE 7-10 WIND SPEED AND AN EXPOSURE CATEGORY B. IF EITHER OF THESE GEOTECHNICAL PROPERTIES OR ASCE 7-10 WIND PARAMETERS DIFFER BASED ON LOCATION THE DESIGN MUST BE UPDATED BY A STRUCTURAL ENGINEER. 36" 3" MIN. 4" STEEL PIPE BOLLARD FILLED WITH NON-SHRINK GROUT (WHEN IN FRONT OF PARKING SPACE PAINTED TRAFFIC YELLOW) SLOPE CONCRETE AWAY FROM POST EXISTING GRADE 60" MIN. OR 80" MIN. IF LOCATED WITHIN AN ACCESSIBLE ROUTE 5'-3" OR MIN. FROST DEPTH WHICHEVER IS GREATER EV PARKING SIGN (SEE DETAIL 12, THIS SHEET) UNDISTURBED NATIVE SOIL CONCRETE BASE 24" MIN. 1-3/4"x1-3/4" SQUARE POST 12 GA. GALV. STEEL C3-01 SITE DETAILS SIGN POST W/BOLLARD POST INSTALLED SIGN POST W/BOL.POST INSTALLED SIGN POST SIGN INSTALLATION TYPE: CONTRACTOR SHALL COORDINATE WITH VOLTA TO DETERMINE EVCS SIGN TYPE PRIOR TO INSTALLATION. SIGN INSTALLATION HEIGHT: ALL SIGNS TO BE INSTALLED AT 60" ABOVE FINISH FLOOR. IF SIGNS ARE LOCATED WITHIN AN ACCESSIBLE ROUTE, THEY WILL BE INSTALLED AT 80" ABOVE FINISHED FLOOR. MEASUREMENTS ARE TAKEN FROM BOTTOM OF LOWEST SIGN. 151413N.T.S. SCALE12N.T.S. SCALE N.T.S. SCALE N.T.S. SCALE N.T.S. SCALE N.T.S. SCALE 1110 98 N.T.S. SCALE N.T.S. SCALE FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS. SIGN REQUIREMENTS FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS. FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS.FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS. NOT USED NOT USED NOT USED NOT USED NOT USEDNOT USED CD50s04/06/2022 LAR NOTE: THE ORIGINAL SIZE OF THIS PLAN IS 24" X 36". SCALE RATIO IS NOT VALID FOR REDUCED OR ENLARGED SHEET SIZES155 DE HARO STREET SAN FRANCISCO, CA 94103 1 REV DATE DESCRIPTION BY ISSUE DATE ISSUED FOR SHEET TITLE SHEET NUMBER IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PERMIT CHRIS HOWELL Lic. No. 402058105 PROF E SSIONAL E N G IN EERCOMMONW E A L T H OF VI R G I NAIA240 ELIZABETH DR STEPHENS CITY, VA 22655 THE GIANT COMPANY #6295 - STEPHENS CITY 4525 MAIN STREET, SUITE 1000 VIRGINIA BEACH, VA 23462 Main: (757) 213-8600 | www.kimley-horn.com © 2022 Kimley-Horn and Associates, Inc. 11/01/2023 REVISED CD50s04/27/2022 LAR2 CD100s06/03/2022 LAR3 CD100s Revisions10/24/2023 BCF4 C3-02 SITE DETAILS VOLTA BASE PLATE ANCHORAGE NOTES: 1.CONTRACTOR TO VERIFY POST INSTALLATION OR CAST IN PLACE ANCHOR AS LISTED BELOW BASED ON FIELD MEASUREMENTS AND JURISDICTIONAL REQUIREMENTS. 2.CONTRACTOR TO VERIFY EXISTING CONCRETE SLAB THICKNESS AND MAINTAIN 2" MINIMUM COVER OF CONCRETE BELOW EMBEDDED ANCHORS. 3.REFER TO DETAIL 17 FOR BASE PLATE DIMENSIONS. CAST IN PLACE ANCHOR: MINIMUM EFFECTIVE EMBEDMENT OF 2" OR ENGINEER APPROVED EQUAL. POST INSTALLATION MECHANICAL ANCHOR: (4) 5/8" DIAMETER HILTI KWIK BOLT TZ-SS304 ANCHOR ROD WITH MINIMUM EFFECTIVE EMBEDMENT OF 3-1/4" OR ENGINEERING APPROVED EQUAL. CHARGING STATION BASE PLATE PLAN VIEW CHARGING STATION BASE PLAN VIEW PROPOSED CHARGING STATION ANCHOR HOLE (SEE NOTE BELOW) CHARGING STATION BASE PLATE 36.5"84.9"15.5"38.5"PLAN CHARGER SPECIFICATIONS: SIZE: H 85.0" x W 36.5" x D 15.5" CORD LENGTH: 15' POWER TYPE: 208/240VAC, 48A (MAX), 10 kW MAX. PLUG: SAE J1772 COMPLIANT CONNECTOR LISTINGS: UL E354307 POWER REQUIREMENTS: CHARGING UNIT: 60A/2P 208/240V BREAKER STATION AUX POWER:20A/1P 120V BREAKER FRONT NOTES: 1.THE GRIP RANGE FOR THE CHARGE CABLE BEGINS AT 38.5" ABOVE PARKING SURFACE. 2.SEE DETAILS 17 & 19, THIS SHEET FOR MORE INFORMATION. SIDE (2x DISPLAYS) BACK 33.2" VOLTA V4 L2 EVCS FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS. FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS. N.T.S. SCALE 16 N.T.S. SCALE 19 VOLTA V4 BASE PLATE FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS. FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS.FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS. N.T.S. SCALE 20 N.T.S. SCALE 21 N.T.S. SCALE 22 N.T.S. SCALE 17 N.T.S. SCALE 18 FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS. NOTE: 1.REFER TO DETAIL 18 FOR BASE PLATE ANCHORAGE. VOLTA V4 EVCS CUT SHEET CHARGING STATION CONCRETE FOUNDATION CHARGING STATION BASE PLATE EBOX DATA CUT SHEETECLICK DATA CUT SHEET EBOX DATA CUT SHEETNOT USED CD50s04/06/2022 LAR NOTE: THE ORIGINAL SIZE OF THIS PLAN IS 24" X 36". SCALE RATIO IS NOT VALID FOR REDUCED OR ENLARGED SHEET SIZES155 DE HARO STREET SAN FRANCISCO, CA 94103 1 REV DATE DESCRIPTION BY ISSUE DATE ISSUED FOR SHEET TITLE SHEET NUMBER IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PERMIT CHRIS HOWELL Lic. No. 402058105 PROF E SSIONAL E N G IN EERCOMMONW E A L T H OF VI R G I NAIA240 ELIZABETH DR STEPHENS CITY, VA 22655 THE GIANT COMPANY #6295 - STEPHENS CITY 4525 MAIN STREET, SUITE 1000 VIRGINIA BEACH, VA 23462 Main: (757) 213-8600 | www.kimley-horn.com © 2022 Kimley-Horn and Associates, Inc. 11/01/2023 REVISED CD50s04/27/2022 LAR2 CD100s06/03/2022 LAR3 CD100s Revisions10/24/2023 BCF4 2827 29 26 31 32 30 25 34 POST INSTALLED ANCHORAGE NOTES: 1.CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS WHEN DRILLING INTO EXISTING CIP SLAB AND CIP DROP PANELS TO AVOID DAMAGE TO ANY REINFORCING AND EXISTING STRUCTURAL COMPONENTS. 2.USE APPROVED ASTM METHOD (X-RAY, PACOMETER, GPR, ETC.) TO LOCATE MILD STEEL AND PRE-STRESSING TENDONS PRIOR TO DRILLING. DO NOT CUT OR DRILL THROUGH ANY EXISTING REINFORCING. ADJUST LOCATION AS NECESSARY TO AVOID EXISTING REINFORCING. 3.REFER TO CIVIL PLANS FOR CHARGER LOCATION. C3-03 SITE DETAILS N.T.S. SCALE N.T.S. SCALE N.T.S. SCALE N.T.S. SCALE N.T.S. SCALE N.T.S. SCALE 10" MIN. (FIELD VERIFY) N.T.S. SCALE N.T.S. SCALE N.T.S. SCALE STANDARD VOLTA CHARGING STATION OR BTC CHARGING STATION/PCS. BASE PLATE PROVIDED BY VOLTA AND INSTALLED BY GC (TYP.) REFERENCE CUT SHEET FOR ANCHOR BOLT PATTERN 2423N.T.S. SCALE N.T.S. SCALE 33N.T.S. SCALENOT USED NOT USED NOT USED NOT USED AA CHARGING STATION FOUNDATION (SEE NOTE 1) CHARGING STATION BASE PLATE (SEE DETAIL 17 ON SHEET C3-02) CHARGING STATION FOOTPRINT W E.Q.E.Q.WV4 EVCS FOUNDATION NOTES: 1.SEE DETAIL 30 - FOR FOUNDATION VARIABLES. 2.SEE DETAIL 24 - FOR PARKING LOT INSTALLATIONS. 3.SEE DETAIL 29 - FOR PARKING GARAGE INSTALLATIONS. 4.CONTRACTOR TO ENSURE HOUSEKEEPING PAD DOES NOT EXTEND BEYOND THE FOUNDATION PERIMETER. V4 EVCS FOUNDATION SECTION A-A 3" CLRT2" CLR 3"REBAR CONFIGURATION PER DETAIL 30 EVCS ANCHOR (TYP.) (SEE NOTE 3) CONCRETE FOUNDATION (SEE NOTE 1) EXISTING GRADE CONTRACTOR TO ENSURE CONCRETE FOUNDATION AND GRADE ARE FLUSH EVCS INSTALL 1/2" COMPRESSIBLE JOINT FILLER WHERE FOUNDATION ABUTS EXISTING PAVEMENT OR CONC. PAD (TYP.) MIN. 6" CONC. PAD TO BE UTILIZED IN RAISED LANDSCAPE ISLANDS TO CONNECT FND. TO BACK OF EX CURB. CONTRACTOR TO VERIFY PAD IS FLUSH WITH FND. AND CURB NOTES: 1.SEE DETAIL 30 - FOR FOUNDATION VARIABLES. 2.EXISTING GRADE AROUND EVCS'S INSTALLED IN ISLANDS CAN BE GRASS OR FILLED WITH REINFORCED CONCRETE AT #4 @ 12" O.C. PROVIDE 1/2" COMPRESSIBLE JOINT FILLER AND POURED SEPARATELY. 3.KHA IS NOT RESPONSIBLE FOR THE DESIGN OF EQUIPMENT OR ANCHORAGE TO THE FOUNDATION. ANCHORAGE SHALL BE PROVIDED BY THE EQUIPMENT MANUFACTURER AND ARE ASSUMED TO BE CAST-IN-PLACE PER MANUFACTURER RECOMMENDATIONS. EVCS VARIABLE FOUNDATIONS TABLEDRILLED SHAFT FOUNDATION DRILLED SHAFT FOUNDATION SECTION C-C ℄ ℄ E.Q.E.Q.NOTES: 1.FOUNDATION WAS DESIGNED IN ACCORDANCE WITH 2018 INTERNATIONAL BUILDING CODE (IBC), ASCE 7-16, AND ACI 318-14. 2.PRESUMPTIVE SOILS WERE ASSUMED PER 2018 IBC TABLE 1806.2. 3.FOUNDATION SHALL BE INSTALLED ON COMPACTED SUBGRADE WITH BASE WITH 1FT MINIMUM DEPTH OF FREE DRAINING AGGREGATE FILL (UNLESS OTHERWISE SPECIFIED). 4.VOLTA V4 ELECTRIC VEHICLE CHARGING STATION (EVCS) MAY BE ROTATED AS NEEDED ON PROPOSED FOUNDATION BLOCK. 5.ALL EQUIPMENT ANCHORAGE MAY BE CAST-IN-PLACE OR POST-INSTALLED. ANCHORAGE SHALL BE INSTALLED PER MANUFACTURER SPECIFICATIONS. NOTES: 1.SEE DETAIL 30 - FOR FOUNDATION VARIABLES. 2.SEE DETAIL 23 & 24 - FOR PARKING LOT INSTALLATIONS. 3.SEE DETAIL 29 - FOR PARKING GARAGE INSTALLATIONS. 4.CHARGING STATION FOUNDATION TO EXTEND FROM BACK OF CURB TO BACK OF CURB WHEN PLACED IN LANDSCAPE ISLAND. ℄ 3" MIN. COVER REBAR CONFIGURATION PER DETAIL 30 CC ℄ EXISTING GRADE FLUSH DØ CHARGING STATION BASE PLATE (SEE DETAIL 17 ON SHEET C3-02) CHARGING STATION FOOTPRINT ℄ 3" MIN. TIE REBAR (TYP.) VERTICAL REBAR (TYP.) (EQUALLY SPACED) TIE REBAR (TYP.) VERTICAL REBAR (TYP.) (EQUALLY SPACED) CONCRETE FOUNDATION (SEE NOTE 1) 3" MIN. CONCRETE FOUNDATION (SEE NOTE 1) NOTES: 1.SEE DETAIL 30 - FOR FOUNDATION VARIABLES. 2.SEE DETAIL 23 & 24 - FOR PARKING LOT INSTALLATIONS. 3.SEE DETAIL 29 - FOR PARKING GARAGE INSTALLATIONS. 4.CHARGING STATION FOUNDATION TO EXTEND FROM BACK OF CURB TO BACK OF CURB WHEN PLACED IN LANDSCAPE ISLAND. TIE SPACING 6" SPACING TO DEPTH OF ANCHORAGE (4) Ø5/8"x6" A36 THREADED ROD ANCHOR RODS WITH HILTI HIT-HY 200 EPOXY. 6" MINIMUM EMBEDMENT. INSTALL PER MANUFACTURER RECOMMENDATIONS. EVCS PAD FOUNDATIONS CONFIGURATION WIDTH (W) THICKNESS (T) REBAR LAYERS REBAR SIZE REBAR QTY. (PER LAYER) 4 3.25 2.50 2 #5 4 EVCS DRILLED SHAFT FOUNDATIONS CONFIGURATION DIA. (Ø) DEPTH (D) VERTICAL REBAR SIZE VERTICAL REBAR QTY. TIE REBAR SIZE TIE REBAR SPACING 2 3.00 6.00 #7 9 #3 12 NOT USED NOT USED NOT USED NOT USEDNOT USED HOUSEKEEPING PAD (SEE NOTE 4)1.3'3.0' 2" MAX. CONTRACTOR TO ENSURE STA. IS INSTALLED PLUMB CD50s04/06/2022 LAR NOTE: THE ORIGINAL SIZE OF THIS PLAN IS 24" X 36". SCALE RATIO IS NOT VALID FOR REDUCED OR ENLARGED SHEET SIZES155 DE HARO STREET SAN FRANCISCO, CA 94103 1 REV DATE DESCRIPTION BY ISSUE DATE ISSUED FOR SHEET TITLE SHEET NUMBER IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PERMIT JEFFREY SALLEE Lic. No. 047144 PROF E SSIONAL E N G IN EERCOMMONW E A L T H OF VI R G I NAIA240 ELIZABETH DR STEPHENS CITY, VA 22655 THE GIANT COMPANY #6295 - STEPHENS CITY 4525 MAIN STREET, SUITE 1000 VIRGINIA BEACH, VA 23462 Main: (757) 213-8600 | www.kimley-horn.com © 2022 Kimley-Horn and Associates, Inc. 11/01/2023 REVISED CD50s04/27/2022 LAR2 CD100s06/03/2022 LAR3 CD100s Revisions10/24/2023 BCF4 E1-00 ELECTRICAL ONE LINE DIAGRAM GENERAL NOTES: 1.ALL ELECTRICAL WORK AND RELATED ACTIVITIES PERFORMED ON SITE SHALL BE DONE IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE (NEC) STANDARDS BEING ENFORCED BY ALL APPLICABLE JURISDICTIONAL REQUIREMENTS AT THE TIME OF CONSTRUCTION. 2.ANY PAVEMENT DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR TO PRE-CONSTRUCTION CONDITIONS OR BETTER. 3.CONTRACTOR SHALL USE THWN COPPER CONDUCTORS. 4.CONTRACTOR SHALL USE EMT INSIDE AND OUTSIDE ABOVE GRADE WHERE NOT SUBJECT TO DAMAGE. CONTRACTOR SHALL USE RGS INSIDE AND OUTSIDE ABOVE GRADE WHERE SUBJECT TO DAMAGE. CONTRACTOR SHALL USE PVC SCHEDULE 80 UNDER PAVED OR SIDEWALK AREAS AND PVC SCHEDULE 40 IN DIRT OR LANDSCAPED AREAS. 5.SEE SHEETS C1-00 AND C2-00 FOR CONDUIT STUB UP LOCATIONS. 6.CONTRACTOR TO LOCATE JUNCTION BOX, LINE BOX (LB), OR APPROVED ALTERNATIVE FOR SITE SPECIFIC RUN LENGTHS AND BENDS. EXISTING MOTOR ROOM PANEL NOTE: CIRCUIT BREAKER LOCATIONS ARE SHOWN FOR GRAPHICAL PURPOSES ONLY. SEE PANEL SCHEDULE FOR SPECIFIC CIRCUIT NUMBER AND LOCATION ON PANEL. AUXILIARY POWER CHARGER POWER EVCS 02 AUXILIARY POWER CHARGER POWER EVCS 01 EXISTING SWITCHBOARD MDP 65 KAIC, 3000A, 208Y/120V EXISTING CONDUIT AND CONDUCTORS 400A/3P N G EXISTING PANEL 400A MLO 208Y/120V 'PP2 SEC 2' 20A/1P 60A/2P 20A/1P 60A/2P CONDUIT FOR FUTURE COMMUNICATIONS. SEAL AND CAP. LABEL CONDUIT "VOLTA COMMUNICATION CONDUIT" WITH PERMANENT LABELING MATERIAL. CONDUIT SECTION A CONDUIT SECTION B VERIFICATION NOTES: 1.CONTRACTOR TO VERIFY SPARE BREAKERS ARE ACTUALLY SPARES. IF SPARE BREAKERS ARE NOT ACTUALLY SPARES, LOAD STUDY WILL BE NEEDED. JUNCTION BOX. REPRESENTS (2) JUNCTION BOXES. (1) FOR POWER AND (1) FOR COMMUNICATIONS.CONDUIT SECTION C EXISTING PANEL 'PP2 SEC 2' EXISTING PANEL 'PP2 SEC 1' CD50s04/06/2022 LAR NOTE: THE ORIGINAL SIZE OF THIS PLAN IS 24" X 36". SCALE RATIO IS NOT VALID FOR REDUCED OR ENLARGED SHEET SIZES155 DE HARO STREET SAN FRANCISCO, CA 94103 1 REV DATE DESCRIPTION BY ISSUE DATE ISSUED FOR SHEET TITLE SHEET NUMBER IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PERMIT JEFFREY SALLEE Lic. No. 047144 PROF E SSIONAL E N G IN EERCOMMONW E A L T H OF VI R G I NAIA240 ELIZABETH DR STEPHENS CITY, VA 22655 THE GIANT COMPANY #6295 - STEPHENS CITY 4525 MAIN STREET, SUITE 1000 VIRGINIA BEACH, VA 23462 Main: (757) 213-8600 | www.kimley-horn.com © 2022 Kimley-Horn and Associates, Inc. 11/01/2023 REVISED CD50s04/27/2022 LAR2 CD100s06/03/2022 LAR3 CD100s Revisions10/24/2023 BCF4 E2-00 ELECTRICAL NOTES & DETAILS 2 6 4BORE SECTION CORE DETAIL 1 7 3 9 10 POWER TRENCH ROOFTOP CONDUIT SUPPORT N.T.S. SCALE N.T.S. SCALE N.T.S. SCALE N.T.S. SCALE N.T.S. SCALE N.T.S. SCALE N.T.S. SCALE BORE PIT WALL CONDUIT MOUNT STRAP NON-TRAFFIC RATED JUNCTION BOX N.T.S. SCALE ELECTRICAL NOTES & ABBREVIATIONS NOTES: 1.LEAN CONCRETE RED-COLORED TOP, MAY BE USED IN PLACE OF COMPACTED SAND. 2.BURY CONDUITS 36" MINIMUM BELOW FINISHED GRADE. 3.ALL PVC SWEEPS TO BE A MINIMUM 36" SWEEPS. 4.CONDUIT SIZES PER CONDUIT SCHEDULE.36" MIN. ORMIN. FROST DEPTHWHICHEVER IS GREATER12" MIN. TO24" MAX.4" 4" 12" MIN. (TYP.)24" MIN. ORMIN. FROST DEPTHWHICHEVER IS GREATER12" MIN. (TYP.) NOTES: 1.A NATIONALLY RECOGNIZED TESTING LABORATORY SHALL LIST ALL EQUIPMENT IN COMPLIANCE WITH ART110.3. 2.ALL EXTERIOR EQUIPMENT SHALL BE RAIN TIGHT AND APPROVED FOR USE IN WET CONDITIONS. 3.ALL CONDUCTORS SHALL BE PROVIDED WITH STRAIN RELIEF UPON ENTRY INTO ENCLOSURES. 4.EACH UNGROUNDED CONDUCTOR SHALL BE IDENTIFIED BY PHASE AND SYSTEM PER ART 210.5. 5.ALL METALLIC COMPONENTS SHALL BE GROUNDED VIA EQUIPMENT GROUNDING CONDUCTORS. 6.CHARGING UNITS ARE EQUIPPED WITH AN INTEGRATED CONTACTOR TO PREVENT BACK FEEDING OF POWER TO THE SOURCE. ABBREVIATIONS: A AMPERE AC ALTERNATING CURRENT AL ALUMINUM ART ARTICLE AUX AUXILIARY BLDG BUILDING STRUCTURE CONC CONCRETE CU COPPER DC DIRECT CURRENT EGC EQUIPMENT GROUNDING CONDUCTOR (E)EXISTING EMT ELECTRIC METALLIC TUBING EV ELECTRIC VEHICLE EVSE ELECTRIC VEHICLE SUPPLY EQUIPMENT GALV GALVANIZED GND GROUND HDG HOT DIPPED GALVANIZED I CURRENT KVA KILOVOLT AMPERE KW KILOWATT M METER MAX MAXIMUM MIN MINIMUM N NEUTRAL NEC NATIONAL ELECTRIC CODE NTS NOT TO SCALE (N)NEW OC ON CENTER PL PROPERTY LINE PVC POLYVINYL CHLORIDE RMC RIGID METALLIC CONDUIT SCH SCHEDULE SS STAINLESS STEEL TYP TYPICAL V VOLT W WATT XFMR TRANSFORMER ELECTRICAL NOTES: 1.ALL ELECTRICAL WORK AND RELATED ACTIVITIES PERFORMED ON-SITE SHALL BE DONE IN ACCORDANCE WITH NATIONAL ELECTRIC CODE (NEC) STANDARDS BEING ENFORCED BY ALL APPLICABLE JURISDICTIONAL REQUIREMENTS AT THE TIME OF CONSTRUCTION. 2.CONDUIT PATHS ARE REPRESENTATIVE ONLY. EXACT CONDUIT PLACEMENT TO BE DETERMINED ON SITE BASED ON FIELD CONDITIONS. NON-PENETRATING CONDUIT SUPPORT BLOCK (COOPER B-LINE DURA-BLOCK DB20 OR APPROVED EQUIVALENT) ATTACH CONDUIT TO CONDUIT SUPPORT BLOCK WITH GALVANIZED CONDUIT STRAPS 3'-0" 3'-0" EXISTING SURFACE UNDISTURBED SOIL PVC CONDUIT FOR POWER CONDUIT STRAP CONTRACTOR SHALL USE APPROPRIATE BOLTS FOR THE EXTERIOR WALL TYPE CONDUIT SIZE PER PLANS TRANSITION FROM PVC TO RMC FOR ANY EXPOSED CONDUIT AT GRADE TO STUB UP 6" MIN. NON-SKID SURFACE GENERAL CONTRACTORS TO REPLACE EXISTING STOP SOIL SURFACING MATERIAL TO MATCH EXISTING CAUTIONARY TAPE COMPACTED BACKFILL WITH SATISFACTORY NATIVE OR IMPORTED SOIL TO 95% PROCTOR UNDISTURBED SOIL COMPACTED SAND BED (SEE NOTE 1) COMMUNICATIONS CONDUIT EXISTING SURFACE POWER CONDUIT COMMUNICATIONS CONDUIT POWER CONDUIT BACK FILL PER APPROVED METHOD NOTE: 1.EXACT CONDUIT DIAMETERS MAY VARY UPON INSTALLATION. REFERENCE CONDUIT SIZE PER THE CONDUIT SCHEDULE. PER PLAN CONDUIT (N) WATERPROOF SEALANT STAINLESS STEEL DRAW BAND 4LB. LEAD FLASHING METAL PITCH PAN EXISTING ROOF FINISH (E) CONCRETE DECK FSP 1000 FIRE-STOPPING SEALANT (U.L. 1479) NOTE: 1.EXACT CONDUIT DIAMETERS MAY VARY UPON INSTALLATION. REFERENCE CONDUIT SIZE PER THE CONDUIT SCHEDULE. JUNCTION BOX SHALL BE POLYMER CONCRETE CONSTRUCTION CONCRETE COLLAR CLASS A3 LID SHALL BE TIER 15 RATED LIFT RING OR SLOT GROUNDING ELECTRODE OPEN BOTTOM COMPACTED SOIL AROUND SIDES OF BOX NOTES: 1.CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS WHEN DRILLING INTO EXISTING CIP SLAB AND CIP DROP PANELS TO AVOID DAMAGE TO ANY REINFORCING AND EXISTING STRUCTURAL COMPONENTS. 2.USE APPROVED ASTM METHOD (X-RAY, PACOMETER, GPR, ECT.) TO LOCATED MILD STEEL AND PRE-STRESSING TENDONS PRIOR TO DRILLING. DO NOT CUT OR DRILL THROUGH ANY EXISTING REINFORCING. ADJUST LOCATION AS NECESSARY TO AVOID EXISTING REINFORCING. 3.ALL PENETRATIONS MUST BE LOCATED A MINIMUM OF 18" AWAY FROM THE EDGE OF CONCRETE. CONTACT EOR IF VARIANCE IS REQUESTED. 4.PENETRATIONS THROUGH WALLS AND FLOORS SHALL COMPLY WITH THE LOCAL AHJ LATEST BUILDING CODE CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES SECTIONS 709.6 AND 714. 48" REMOVAL (12" ON EACH SIDE OF TRENCH) 24" TRENCH ℄ TOP VIEW SECTION VIEW COVER DETAIL #68, #78, #8 AGGREGATE PLACED UNDER ENTIRE BOTTOM OF BOX ℄ AA ELEC B A 3" 12" 8" 12" GROUND LINE CONCRETE COLLAR CLASS A3 PENETRATION DETAIL CONCRETE WALL PENETRATION ℄ 3 1/4" MIN. CONC. WALL OR CMU. OPENING TO PROVIDE 3/4" MAX. ANNULAR SPACE AROUND PIPE 4" MAX. DIAM. METAL PIPE TREMCO THROUGH-PENETRATION FIRE-STOP SYSTEMS, ICBO #3198 MINERAL WOOL (4 PCF) PACKED INTO ANNULAR SPACE AND RECESSED 1/2" FROM WALL SURFACES 8 5CEILING CONDUIT SUPPORT N.T.S. SCALE 3/8" FULL THREADED ROD STRUCTURE DECK SIMPSON STRONG-TIE THREADED ROD HANGER OR APPROVED EQUAL 1-5/8" GALVANIZED STEEL CHANNEL POWER CONDUIT 1" MIN. COMM. CONDUIT SINGLE BOLT CONDUIT CLAMP (TYP. OF ALL CONDUIT) BTC POLE DISCONNECT SWITCH FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS 11N.T.S. SCALE NOTES: 1.CONTRACTOR SHALL SIZE GALVANIZED STEEL CHANNEL TO HAVE 3' MIN. OF THE LENGTH EMBEDED INTO GROUND CONDUIT AND CONDUCTOR SIZE AS SHOWN ON PLANS. TO BTC TOWER PEDESTAL POLE TO BE LOCATED WHERE SHOWN ON PLANS FROM 480V SOURCE INSTALL PROPOSED 600V, 3 WIRE, 200A, NON-FUSED NEMA 3R DISCONNECT SWITCH 1-5/8" X 1-5/8" GALVANIZED STEEL CHANNEL CONDUIT AND CONDUCTOR SIZE AS SHOWN ON PLANS.4' MIN.NOT USED NOT USED NOT USED NOTE: 1.COMMUNICATIONS JUNCTION BOX COVER SHALL READ "COMM".