Loading...
HomeMy WebLinkAboutSDP200200032 Plan - Revision Letter of Revision 2 2020-04-22GIANT# 51 -ABBEY ROAD ITEM TASK 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. CONTRACTOR VERIFICATION CHECKLIST t1 Free Bridge , 6L-YMpIA oft 0. r I 1 g � 'PO RTF ...p -p SITE Nil ervlew Cem �j PETER JEFFERSON PKW.Y ri VICINITY MAP 51% - 0 1900 ABBEY ROAD CHARLOTTESVILLE, VA 22911 ALBEMARLE COUNTY YES NO N/A 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. NOT TO SCALE CODE BLOCK � r A 40 r F. ..+. LOCAL MAP VOLTA PROPOSES: • (2) STANDARD PARKING SPACE(S) IS/ARE TO BE CONVERTED INTO (2) STANDARD ELECTRIC VEHICLE (EV) PARKING SPACE(S). (2) ELECTRIC VEHICLE CHARGING STATION(S) IS/ARE TO BE INSTALLED IN A LANDSCAPE ISLAND ADJACENT TO THE EV PARKING STALL(S). ELECTRICAL CONDUITS WILL BE EXTENDED FROM THE EXISTING BUILDING TO THE ELECTRIC VEHICLE CHARGING STATION. VOLTA WILL ALSO PAINT AND MARK ALL EV CHARGING PARKING SPACES AND INSTALL NECESSARY PARKING SIGNS. PROJECT DESCRIPTION ^r p. 4 C z r W-F O : O T. �.. Q- O 140 '` SITE, a PSI NOT TO SCALE APPLICANT: PROGRAM MANAGER: VOLTA KIMLEY—HORN & ASSOCIATES 155 DE HARO STREET 214 OCEANSIDE DRIVE SAN FRANCISCO, CA 94103 NASHVILLE, TN 37204 CONTACT: NICO METAIS CONTACT: RYAN GRAM PHONE: (518)-618-7335 PHONE: (615)-564-2865 EMAIL: NICO.METAIS@VOLTACHARGING.COM EMAIL: RYAN.GRAM@KIMLEY— HORN.COM SITE PARTNER: CIVIL ENGINEER: GIANT KIMLEY—HORN & ASSOCIATES 8301 PROFESSIONAL PL 11400 COMMERCE PARK DRIVE SUITE 400 LANDOVER, MD 20785 RESTON, VA 20191 CONTACT: LEILA TANNOUS CONTACT: CHRIS HOWELL PHONE: 301 —341 —8956 PHONE: 703-674-1317 EMAIL: CHRIS.HOWELL@KIMLEY—HORN.COM ELECTRICAL ENGINEER: KIMLEY—HORN & ASSOCIATES 4525 MAIN STREET SUITE 1000 VIRGINIA BEACH, VA 23462 CONTACT: JEFFREY SALLEE PHONE: 757-213-8635 EMAIL: JEFFREY.SALLEE@KIMLEY— HORN.COM PROJECT TEAM Sheet Number Sheet Title CO-00 Title Sheet CO-01 General Notes CO-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 & Panel Schedule E2-00 Electrical Notes & Details SHEET INDEX Know what's BELOW. 0 O CALL before you dig. CALL AT LEAST TWO WORKING DIG ALERT DAYS BEFORE YOU DIG 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 BEFORE YOU DIG VOLT/ 155 DE HARO STREET SAN FRANCISCO, CA 94103 � Kimley»>Horn 1700 WILLOW LAWN DRIVE SUITE 200 RICHMOND, VA 23230 Main: 804-673-3882 1 www.kimley-horn.com © 2020 Kimley-Horn and Associates, Inc. 2 03/31/2020 CD100 NMM 1 02/26/2020 CD90 NMM REV DATE DESCRIPTION BY ISSUE DATE 04/03/2020 ISSUED FOR PERMIT CH IS HOWELL Lie. No. 0402058105 �aO�f/O3/ZaZO 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. GIANT #251 ABBEY ROAD 1900 ABBEY ROAD CHARLOTTESVILLE, VA 229111 SHEET TITLE TITLE SHEET SHEET NUMBER GENERAL NOTES: SITE NOTES: PROJECT LEGEND: 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 POINTS) 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. 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. W 0 Z 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 (25) 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. (SCALE VARIES PER SHEET) 0 E ■ DETAIL NO. SHEET NO. PROPERTY LINE EXISTING CURB AND GUTTER EXISTING CURB EXISTING TREE EXISTING SHRUB VOLTA 155 DE HARO STREET SAN FRANCISCO, CA 94103 EXISTING FIRE HYDRANT EXISTING CURB INLET EXISTING CATCH BASIN imle KyN , ))Horn EXISTING MANHOLE EXISTING POWER POLE EXISTING LIGHT POLE EXISTING SIGN PROPOSED ELECTRICAL CONDUIT PROPOSED ELECTRICAL JUNCTION BOX PROPOSED ELECTRICAL ROOM PROPOSED CONCRETE WHEEL STOP PROPOSED PARKING STRIPING TP TP PROPOSED TREE PROTECTION ■ PROPOSED VOLTA CHARGING STATION ® EVCS FOUNDATION W/ 4" PIPE BOLLARDS m EVCS FOUNDATION W/ 6" PIPE BOLLARDS 1700 WILLOW LAWN DRIVE SUITE 200 RICHMOND, VA 23230 Main: 804-673-3882 1 www.kimley-horn.com © 2020 Kimley-Horn and Associates, Inc. . PCS FOUNDATION ISSUE DATE 11 04/03/2020 PCS FOUNDATION W/ 6" BOLLARDS ■ REMOTE HOLSTER FOUNDATION ■ PROPOSED SIGN POST ® PROPOSED SIGN POST W/ BOLLARD ■ PROPOSED POST INSTALLED SIGN POST ■ PROPOSED POST INSTALLED SIGN POST W/ BOLLARD ISSUED FOR PERMIT H op P C IS HOWELL Lie. No. 0402058105 'sI�N 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. GIANT #251 ABBEY ROAD 1900 ABBEY ROAD HARLOTTESVILLE, VA 2291 SHEET TITLE GENERAL NOTES SHEET NUMBER M X N ^ I VJ Z Q J a T) U_ 0 W N Cn J Q Z c� 0 W w 0 z VOLTA - STATION OVERVIEW Volta provides free, turnkey electric vehicle charging services. This modern amenity attracts the community as Volta's charging network draws 3x the number of visits t0 the property as compared to Other charging networks. Our stations have been installed in Over 120 different municipalities across the U.S. ,Finn Research VOLTA STATION BENEFITS • Installation, equipment and maintenance is paid by Volta • Charges all electric vehicles • Electricity to charge community members' electric vehicle is free • Free electricity supported through third party content on displays • Charges up to 2 hours free with software that discourages abuse • Volta stations are Occupied 80% of the retail day • Volta has provided over 60 million miles of free charging, replaced approximately 2.3 million gallons of gasoline and eliminated Over 45 million pounds of CO2 Charging Unit Information Single charging units Size: H 86.25" x W 32.5" x D 12.75" Display Size: H 48" x W 27" Cord length:20' Power Type, 208/240VAC, 40A,10 kW max Plug- SAE J1772 compliant connector Listings: UL) E354307 POWER REQUIREMENTS Charging Unit: 50A/2P 208/240V breaker Charging Aux Power: 20A/IP 120V breaker Cell signal or LAN access required INSTALLATION REQUIREMENTS Wire Diameter: #6 AWG" Carver for longer conduit runs Conduit Diameter: 2" Two Volta stations can share one 2"condwt Volta's mission is simple. Accelerate electric vehicle adoption by building cutting -edge, free and inspiring vehicle charging networks, Above is a typical Volta installation showing one of our charging stations in a parking area. VOLTA w 11 VNI14 Cellular Networked Free Access Dual LED Display/ Dims at sundown Outdoor Dated Components Designed & Manufactured in the USA Keyed Entry Security VOLTA, HEADQUARTERS: 155 ae IHaro St. San Francisco, CA 94103 WEBSITE: voltacharging.corn VOLTA 155 DE HARO STREET SAN FRANCISCO, CA 94103 Kimley)))Horn 1700 WILLOW LAWN DRIVE SUITE 200 RICHMOND, VA 23230 Main: 804-673-3882 1 www.kimley-horn.com © 2020 Kimley-Horn and Associates, Inc. 2 03/31/2020 CD100 NMM 1 02/26/2020 CD90 NMM REV DATE DESCRIPTION BY ISSUE DATE 04/03/2020 ISSUED FOR PERMIT CH IS HOWELL Lie. No. 0402058105 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. GIANT #251 ABBEY ROAD 1900 ABBEY ROAD HARLOTTESVILLE, VA 2291 SHEET TITLE VOLTA STATION OVERVIEW SHEET NUMBER "il _? c Iml- � W 0 Z OUTDOOR L1GHT (TyPd a� w OVERALL SITE PLAN 0� 24' .f O ` � f Rx ` -4 a JUNCTION BOX. INTERIOR INSTALLATION TRANSITION TO EXTERIOR SURFACE MOUNTED CONDUIT. CONTRACTOR TO PAINT CONDUIT TO MATCH BUILDING - EXISTING ELECTRICAL ROOM (SEE SHEET E1 -00 FOR DETAILS) M F i S tb ! PROPOSED UNDERGROUND CONDUIT SECTION B (BORE f55') (SEE SHEET E1 -00 FOR DETAILS) 8 9 VOLTA CHARGING STATION #2 EVCS FOUNDATION W 6 CONCRETE PAD C3-01 C3-01 { I1117V 7 - E II PROPOSED UNDERGROUND CONDUIT SECTION C (HAND TRENCH f40') (SEE SHEET E1-00 FOR DETAILS) il 1144 SP 4 .010 11 11 A 1. ■ ■ y Pi 8 r 9 VOLTA CHARGING STATION #1 C3-01 C3-01 EVCS FOUNDATION W/6" CONCRETE PAD ,>ipiv POST IN ASIiPHALI SEE PARCEL PICK UP STRIPING DETNL iiilflflfln,92,9� U� �U FIRE LANE SIGN 0 HC SIGN ,AND 'VAN ACCESSIBLE' SIGN ON V SHAPE POST PA1N7- FIRE LANE CURB TRAFFIC YELLOW FIRE LANE SIGN 4 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. CONSTRUCTION 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 SPACES PER JURISDICTIONAL REQUIREMENTS. 3. CONTRACTOR TO INSTALL TREE PROTECTION FENCING PRIOR TO ANY CONSTRUCTION ACTIVITY. SEE SHEET C3-02 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, GRP, 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. CONDUIT RUN TO HANG FROM CEILING THROUGH PARKING GARAGE AND PENETRATE FLOOR/WALL ONLY AS NEEDED. 9. 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. 10. CONTRACTOR IS RESPONSIBLE TO LOCATE ALL VERTICAL AND HORIZONTAL UTILITIES PRIOR TO DIRECTIONAL BORING. 11. ANY ITEMS TO REMAIN THAT ARE DAMAGED BY THE CONTRACTOR SHALL BE REPLACED TO THE EXISTING CONDITION OR BETTER AT THE CONTRACTOR'S EXPENSE. PARKING NOTE: 1. FOR THE PURPOSE OF THIS PLAN IT IS ASSUMED THERE IS ADEQUATE PARKING IN EXISTING CONDITIONS TO CONVERT 2 PARKING SPACES TO 2 EV PARKING SPACES. REFERENCE NOTE: 1. SEE PROJECT LEGEND ON SHEET CO-01 FOR SYMBOLS AND LINE TYPES DESCRIPTIONS. GRAPHIC SCALE IN FEET 0 10 20 40 1 VOLT/ 155 DE HARO STREET SAN FRANCISCO, CA 94103 � Kimley)))Horn 1700 WILLOW LAWN DRIVE SUITE 200 RICHMOND, VA 23230 Main: 804-673-3882 1 www.kimley-horn.com © 2020 Kimley-Horn and Associates, Inc. 2 03/31/2020 CD100 NMM 1 02/26/2020 CD90 NMM REV DATE DESCRIPTION BY ISSUE DATE 04/03/2020 ISSUED FOR PERMIT C IS HOWELL 9 Lie. No. 0402058105 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. GIANT #251 ABBEY ROAD 1900 ABBEY ROAD CHARLOTTESVILLE, VA 2291 SHEET TITLE OVERALL SITE PLAN SHEET NUMBER CIMOO W 0 Z 1 67 ENLARGED SITE PLAN E EXISTING CURB TO REMAIN. CONTRACTOR TO PROTECT IN PLACE (TYP.) VOLTA CHARGING STATION #2 8 y 9 EVCS FOUNDATION W/6" CONCRETE PAD C3-01 C3-01 � E _ E E E E E PROPOSED UNDERGROUND CONDUIT SECTION B (BORE f55') (SEE SHEET E1 —00 FOR DETAILS) EXISTING LIGHT POLE TO REMAIN. CONTRACTOR TO PROTECT IN PLACE (TYP.) PROPOSED UNDERGROUND CONDUIT SECTION C (HAND TRENCH f40') (SEE SHEET E1 —00 FOR DETAILS) W VOLTA CHARGING STATION #1 8 9 ` EVCS FOUNDATION W/6" CONCRETE PAD C3-01 C3-01 i AI NO FEY Z'HA[K�� Xa 11 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. DOUBLE WHITEqwpop F"I (SEE PARKING Spdc i EXISTING PARKING STALL TO BE CONVERTED INTO STANDARD EV STALL 27 V 31 DUAL 3-03C3-03 (TYP.) EXISTING 15 MINUTE PARKING SIGN TO BE RELOCA 22 WHEEL STOP �3-02 (TYP.) 19 20 21 EV STRIPING. -3-02IC3-02IC3-021(TYP.) L.J VOLTA 155 DE HARO STREET SAN FRANCISCO, CA 94103 KimleyN))Horn 1700 WILLOW LAWN DRIVE SUITE 200 RICHMOND, VA 23230 Main: 804-673-3882 1 www.kimley-horn.com © 2020 Kimley-Horn and Associates, Inc. ISSUE DATE 04/03/2020 ISSUED FOR PERMIT CHRIS HOWELL Lie. No. 0402058105 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. GIANT #251 ABBEY ROAD 1900 ABBEY ROAD HARLOTTESVILLE, VA 2291 HC SIGN AX;T IN A--p I SHEET TITLE GRAPHIC SCALE IN FEET 0 2.5 5 10 1 ENLARGED SITE PLAN SHEET NUMBER 1. UNLESS NOTED OTHERWISE, THE FOLLOWING NOTES RELATING TO THIS SHEET 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. BUILDING CODE: IBC 2018 11.1.1. DESIGN LOADS 11.1.2. DEAD LOAD: SELF WEIGHT 11.1.3. LIVE LOAD: BOLLARDS ARE NOT DESIGNED FOR FULL 6 KIP IMPACT LOAD UNLESS OTHERWISE NOTED "VEHICULAR RATED" 11.1.4. WIND LOAD: ASCE 7-10 11.1.4.1. OCCUPANCY CATEGORY = 1 11.1.1.2. WIND SPEED = 164 MPH 11.1.1.3. EXPOSURE = B GENERAL NOTES SCALE I1 N.T.S. 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 3" MINIMUM COVER OF CONCRETE BELOW EMBEDDED ANCHORS. CAST IN PLACE ANCHOR: MINIMUM EFFECTIVE EMBEDMENT OF 3" OR ENGINEER APPROVED EQUAL. POST INSTALLATION MECHANICAL ANCHOR: (6) 1 /2" DIAMETER HILTI KWIK BOLT TZ-SS304 ANCHOR ROD WITH MINIMUM EFFECTIVE EMBEDMENT OF 3 1 /4" OR ENGINEERING APPROVED EQUAL. FO 3" MIN. (SEE NOTE 2) SECTION VIEW CHARGING STATION MOUNT TO EXISTING CONCRETE CHARGING STATION BASE PLAN CHARGING STATION 3.88" 7.5" 3.5" 7.5" BASE PLATE 9.69" 5.5" 2.09" 1 .38'> 23.5" 26.25" CHARGING STATION BASE PLATE BASE PLATE 8 32.5" FRONT VOLTA EVC S """^ING STATION ;ING STATION BASE W/ ANCHORAGE CHARGING STATION CONCRETE SLAB CHARGING STATION BASE PLATE PROPOSED CHARGING gg" STATION ANCHOR (SEE NOTE ABOVE) r—.75" 1 .84" l�7 SCALE 4 N.T.S. 6.25" 32 110I:a:4a1010111a►[9WO] IIIW=1126*`l[lluIltlE ilk IItM,:z01•A111a waymellaa 46*1 VOLT/ VOLTA STATION OVERVIEW At Volta we are on a mission to accelerate the adoption of the electric vehicle. To do this, we design, manufacture, install, and maintain city-wide public EV charging networks. Monetized through sponsored content, provided white -glove to site hosts, and offered free to the community, with Volta —everyone wins. CHARGING UNIT INFORMATION Single or dual charging units Size: H 87.2" x W 32.5 x D 12.75 Cord Length: 20' Power Type: 208/240VAC, 40A, 10 kW max Plug: SAE J1772 compliant connector Listings: UL° E354307 POWER REQUIREMENTS Charging Unit: 50A/2P 208/240V breaker Station Aux Power: 20A/1P 120V breaker Cell signal or LAN access required INSTALLATION REQUIREMENTS Wire Diameter: #6 AWG Larger for longer conduit runs. Conduit Diameter: 2" Two Volta stations can share one 2" conduit *Place spare or additional conduits as needed CHARGING STATION BASE FOUNDATION PLANS Bolt Down Vt7LTh BACK Conduit o—• 0__ Charging Station Conduit . ♦ da ♦ e ♦ 4 Ae ° 1­0 d T Concrete Base 36-42' 3"MIN CHARGER SPECIFICATIONS: SIZE: H 87.2" x W 32.5" x D 12.75" CORD LENGTH: 20' POWER TYPE: 208/240VAC, 40A, 10 kW MAX. PLUG: SAE J1772 COMPLIANT CONNECTOR LISTINGS: UL E354307 POWER REQUIREMENTS: CHARGING UNIT: 50A/2P 208/240V BREAKER STATION AUX POWER: 20A/1 P 120V BREAKER NOTE: THE GRIP RANGE FOR THE CHARGE CABLE BEGINS AT 32" ABOVE PARKING SURFACE. Concrete Footing 32.5" PLAN Cellular Networked Free &. Open Access LED Display Outdoor Rated Components Designed &. Manufactured in USA Keyed Entry Security Charging Station d e' d a ' d d ♦. d d d •<. ° '.d ♦.. d' ­O Concrete Base . 36-42"� Concrete base dimensions are approximate SAN FRANCISCO HEADQUARTERS 155 De Haro St, San Francisco, CA 94103, United States EMAIL info@voltacharging.com VOLTA EVCS CUT SHEET 12.75" NOTES: 1. REMOTE HARGING HOLSTER TO BE PROVIDED BY VOLTA. 2. CHARGING ABLE TO BE ROUTED FROM EV KIOSK TO HOLSTER THROUGH U ERGROUND CONDUIT AS SHOWN BELOW. 34" 18" OR TO MIN. FROST DEPTH WHICHEVER IS GREATER NOT USED �=J\\\\._ -� #5 @ 9" OC TOP AND BOTTOM EACH WAY (TYF ANCHORS PER DESIGN 18" FRONT SCALE N.T.S. 2 REMOTE HOLSTER FOR REFERENCE ONLY. DESIGNED AND PROVIDED BY OTHERS. SCALE 5 N.T.S. Volta Remote Charging Holster ;LING HANDLE RGING CORD E PLATE EV CONDUIT SCALE 3 N.T.S. Purpose: The remote charging holster provides a basic level of cord management and improves usability at Volta electric vehicle charging stations by giving the user a safer and more convenient location to store the charging connector when the station itself may be too far or in a hard to reach place. Description: The remote charging holster consists of a piece of 2"x6" steel tube that extends approximately 4 feet above ground level and a 12"x12" steel base plate. It has a receptacle for the charging connector nd a rod to wrap the excess cord around. The remote bollard is connected o the main Volta st ion by underground conduit as shown below. Additional Bollard drawin rep . • . � ..���' --.- VOLTA STATION REMOTE HOLSTER CHARGING CONNECTOR NOT 4x4 JUNCTION BOX USED DISTANCE FROM CHARGER TO HANDLE ANCHORS PER DESIGN • 4 REBAR PER DESIGN F : + __3 14" CHARGE ING, HANDLE CHARGING CORD J-BOX BASE PLATE 1.250 EV CONDUIT VOLTA HEADQUARTERS 155 De Haro St. San Francisco, Ca 94103 EMAIL info@voltacharging.com VOLTA REMOTE HOLSTER CUT SHEET SCALE 6 N.T.S. VOLT/ VOLImA 155 DE HARO STREET SAN FRANCISCO, CA 94103 � Kimley)))Horn 1700 WILLOW LAWN DRIVE SUITE 200 RICHMOND, VA 23230 Main: 804-673-3882 1 www.kimley-horn.com © 2020 Kimley-Horn and Associates, Inc. 2 03/31/2020 CD100 NMM 1 02/26/2020 CD90 NMM REV Ilkk DATE DESCRIPTION BY ISSUE DATE 04/03/2020 ISSUED FOR PERMIT Fi CH IS HOWELL Lie. No. 0402058105 �aO�f/O3/ZaZO 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. GIANT #251 ABBEY ROAD 1900 ABBEY ROAD CHARLOTTESVILLE, VA 229111 SHEET TITLE SITE DETAILS SHEET NUMBER 3.50' INSTALL 1/2" COMPRESSIBLE JOINT FILLER 1.75' WHERE FOUNDATION ABUTS 5' EXISTING PAVEMENT OR CHARGING STATION CONC. PAD (TYP.) 2.5' BASE PLATE L2 EVCS MIN. 6" CONC. PAD TO BE HARGING STATION CHARGING STATION CONTRACTOR TO UTILIZED IN RAISED F TPRINT BASE PLATE ENSURE CONCRETE LANDSCAPE ISLANDS TO 1 .75' 32.5 CHARGING STATION FOUNDATION AND CONNECT FND. TO BACK OF MIN. FOUNDATION GRADE ARE FLUSH EX CURB. CONTRACTOR TO SIZE W/SHOWN VERIFY PAD IS FLUSH WITH 3/4" 0 GALV. CARBON STEEL EVCS ORIENTATION. EXISTING GRADE FIND. AND CURB. ' HILTI KWIK BOLT TZ W/ 2" NO OPTION TO MIN. EMBEDMENT IN CONCRETE 3.50ROTATE (ICC ES REPORT # ESR-1917) 12.75" L Q 2'-6" OR 2" CLR 0.7 N T 5' 2" SQUARE GALVANIZED MIN. CONCRETE STEEL SHIM PLATE AS MIN. FROST 6 @ 6" OC TOP & REQUIRED TO LEVEL 0.70' FOUNDATION SIZE DEPTH # TO ALLOW FREE WHICHEVER BOTTOM EACH WAY (TYP.) MIN. ROTATION OF EVCS. IS GREATER 0.75' MIN. 2.5' 3" CLR - FINISH - -+- GRADE _ 3" CONCRETE FOUNDATION EVCS ANCHORS SHEET C3-04 0.75CONCRETE FOUNDATION 0 USED EXISTING CONCRETE SECTION A -A NOTE: MIN. FOUNDATION SEE DETAIL #9 - FOR PARKING LOT INSTALLATIONS 1. EXISTING GRADE AROUND EVCS'S INSTALLED IN ISLANDS CAN BE GRASS OR SEE DETAIL #15 - FOR PARKING GARAGE INSTALLATIONS FILLED WITH REINFORCED CONCRETE AT #4 @ 12" O.C. PROVIDE 1/2" NOTE: COMPRESSIBLE JOINT FILLER AND POURED SEPARATELY. t\ CHARGING STATION FOUNDATION TO EXTEND FROM BACK OF CURB TO BACK OF CURB 2. KHA IS NOT RESPONSIBLE FOR THE DESIGN OF EQUIPMENT OR ANCHORAGE SECTION B-B, WHEN PLACED IN LANDSCAPE ISLAND. SEE CIVIL SHEETS FOR MORE AND DETAIL #9 TO THE FOUNDATION. MANUFACTURER SHALL SUBMIT LOADS TO ENGINEER OF SEE DETAIL #14 - FOR PARKING LOT INSTALLATIONS FOR MORE DETAILS. RECORD FOR RECORD KEEPING ONLY. SEE DETAIL #15 & #16 - FOR PARKING GARAGE INSTALLATIONS EVCS MOUNTING SCALE 7 EVCS FOOTING SCALE 8 EVCS FOUNDATION SECTION A -A SCALE 9 EVCS FOOTING W/6" PIPE BOLLARDS SCALE 10 N.T.S. N.T.S. I N.T.S. I N.T.S. CHARGING STATION BASE PLATE AND ANCHOR PIPE BOLLARD GALV - FILL FOOTPRINT ( ) BOLTS PROVIDED BY VO A W/CONC TO BE VINLY COA D CHARGING STATIO AND INSTALLED BY G (TYP.) AS SPECIFIED BY VOLTA YP.) BASE PLATE REF CUT SHEET FO ANCHOR 5° BOLT SIZE AND P TERN EVCS BASE PLATE AN ANCHOR 4 - 3/4" HILTI-HY 0 Z RODS 2.5' � INSTALLED LTS OBY G IDED VIDED B TYP )LTREF AND 4' OR 6" IPE BOLLARD. ( ADHESIVE WITH IN. IN IT6HY200 CUT SHEET F ANCHOR BOLT \q 1.4 (TYP.) SEE D AILS #29 & #33, SIZE AND P ERN. 3'-6" EMBEDMENT SEE NOTE 3) SEE DETAILS SHE C3-03 #35 & #39 ON SHEET LPL 3/ "x13"x13" W/1 1/2" 1 /2" ONCE (TYP.) (HDG) C C3-04=SSIBLE JOINT FILLER FOUNDATION ABUTS -TE PAD (SEE NOTES) N T N T 3 PAVEMENT (TYP.) N T N T XISTING GRADE0 10" 0 0.7' 5' MIN. 0 02.5' 1 if 0.5' (TYP.) USED 10" 1 /4„ 1`MIN. 1.3' 4'-0" OR MIN. USED 6" GREATER USED SEE DETAILSUSED NOTES: THAN THAT #35 & #39 1 1. CONTRACTOR SHAL BILLING INTO EXISTING REQUIRED SHEET C3-04 CIP SLAB AND CIF u r- rr-\1NLLD i U MVUiu ur,ivirvE_ i Miv i REINFORCING AND R DETAIL EXISTING STRUCTUR COMPONENTS. 0.5' C CRETE #35 I I I NOTES: 2. USE APPROVED TM METHOD (X-RAY, PACOMETER, GRP, E .) TO LOCATE MILD MIN. 1.9, FOU ATION 1. CONTRACTOR HALL TAKE NECESSARY PRECAUTIONS WHEN DR LING INTO STEEL AND P -STRESSING TENDONS PRIOR TO DRILLING. DO OT CUT OR DRILL L J L J EXISTING C SLAB AND CIP DROP PANELS TO AVOID DAMAGE T ANY THROUGH?A EXISTING REINFORCING. ADJUST LOCATION AS NEC SARY TO AVOID REINFOR NG AND EXISTING STRUCTURAL COMPONENTS. EXISTING INFORCING. 3" CLR 2. USE PROVED ASTM METHOD (X-RAY, PACOMETER, GRP, ETC.) TO L CATE 3. PRIOR DRILLING, CONTRACTOR SHALL VERIFY THICKNESS OF EXIST G MIL STEEL AND PRE -STRESSING TENDONS PRIOR TO DRILLING. DO NO CUT CON ETE SLAB IS AT LEAST 10" AND THAT 6" ANCHOR EMBEDMENT C BE SECTION B-B #6 BARS @ DRILL THROUGH ANY EXISTING REINFORCING. ADJUST LOCATION AS P VIDED. SEE DETAIL #14 - FOR PARKING LOT INSTALLATIONS SPA. O.C. TOP NECESSARY TO AVOID EXISTING REINFORCING. 4. FER TO CIVIL PLANS FOR BOLLARD LOCATIONS. SEE DETAIL #15 & #16 - FOR PARKING GARAGE INSTALLATIONS AND BOT, EA. WA REFER TO CIVIL PLANS FOR CHARGER LOCATION. 5 CONCRETE TO BE 6,000 PSI. EVCS FOOTING W/4" PIPE BOLLARDS SCALE 11 EVCS FOUNDATION SECTION B-B SCALE 12 POST INSTALLED EVCS SCALE 13 POST INSTALLED BOLLARD SCALE 14 N.T.S. N.T.S. N.T.S. N.T.S. NOT USED 15 1 NOT USED 16 NOT USED 17 I NOT USED 18 VOLT/ 155 DE HARO STREET SAN FRANCISCO, CA 94103 � Kimley*Horn 1700 WILLOW LAWN DRIVE SUITE 200 RICHMOND, VA 23230 Main: 804-673-3882 1 www.kimley-horn.com © 2020 Kimley-Horn and Associates, Inc. L1O /31/2020 CD100 NMM /26/2020 CD90 NMMDATE DESCRIPTION BY ISSUE DATE 04/03/2020 ISSUED FOR PERMIT CH IS HOWELL v Lie. No. 0402058105 �aO�f/O3/ZaZO 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. GIANT #251 ABBEY ROAD 1900 ABBEY ROAD CHARLOTTESVILLE, VA 229111 SHEET TITLE SITE DETAILS SHEET NUMBER C3=01 FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS Volta Charging STRIPING GUIDELINES PRODUCTS Cement Background: Benjamin Moore Floor & Patio Battleship Blue N122 - 2X S1 2x 30.0 131 1x 0.0 G1 Ox 30.0 Asphalt Background: Latex-ite 4.75 Gal. Ultra Shield Driveway Filler Sealer Traffic Paint: Sherwin Williams TM2153 LF Yellow TTP-1952D, TM2152 White TTP-1952D *Mock up to scale 9'x18' stall. SURFACE PREP Backgrounds are to only be painted for marquee locations or any location where the existing space has conflicting designations or is poor shape. For all other instances please proceed to branded striping. CEMENT BACKGROUND: For cement backgrounds please use battleship blue. All backgrounds must run edge -to -edge across the entire parking space. ASPHALT BACKGROUND: Asphalt should be resealed with sealcoat. All backgrounds must run edge -to -edge across the entire parking space. BRANDED STRIPING VOLTA LOGO: Should match the overall background color of the parking stall (unless you are omitting the container shape according to other specs, if so paint it white). LINES & STENCILS: Use traffic grade yellow for the lightning bolt stencil. Use traffic grade white for all other lines and stencils. 1. SHAPE (WHITE) Place flush with the top left corner. 2. VOLTA LOGO Center within the shape. 3. NUMBERS (WHITE) The right number lines up flush right to the "G" in "CHARGING" and flush top with the Volta logo. There should be 3 inches in-between the left and right numbers. If stall is less than 8 feet, align numbers with the middle of the "G" (See page 2). 4. LETTERS Place centered, 4 inches from the bottom of the stall with 2.5 inches between the 2 lines. S. CAR Place centered 14 inches from the top of the letters. FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS Volta Charging STRIPING GUIDELINES *Mock up to scale,8'x14'stall. i *Mock up to scale 12'x18' stall with 5' access aisle. L] ABSOLUTELY DO NOT • Paint only a portion of the background (edge -to -edge or not at all) • Paint the lightning bolt, any color but yellow or white • Break EV CHARGING ONLY into 3 lines • Only put 1 number in top right corner • Paint the Volta logo any color other than white or Battleship Blue/Sealcoat ACCESSORIES 6. WHEEL BLOCKS Place 8 inches above the Volta logo, centered within the stall. Wheel Blocks should be painted white. 7. ACCESS AISLE Should be painted white. CURBS No need to paint the curbs unless they are painted an existing or conflicting color. If this is the case, paint the curb white. FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS Volta Charging STRIPING GUIDELINES *Mock up to scale 8'x14' stall at 450 angle. DIAGONAL STALLS 1. SHAPE (SEEPAGE 1) Omit in diagonal spaces. 2.VOLTALOGO (WHITE)6 inches from the top line at the same angle as the stall lines. 3. NUMBERS (WHITE) The right number lines up flush right to the "G" in "CHARGING" and flush top with the Volta logo at same agle as the stall lines. There should be 3 inches in-between the left and right numbers. If stall is less than 8 feet, align numbers with the middle of the "G" (See diagram) 4. LETTERS Place centered, 4 inches from the bottom of the stall according to the top line with 2.5 inches between the 2 lines. 5. CAR Place centered 14 inches from the top of the letters at the same angle as the stall lines. 6. WHEEL BLOCKS Place 8 inches above the Volta logo in the same angle as the stall lines. Center according to the space left in angled area. Wheel Blocks should be painted white. 1of3 2of3 3of3 Vn, fAFounded in 2010. Designed in San Francisco, built to last in the USA. info@voltacharging.com Founded in 2010. Designed in San Francisco, built to last in the USA. info@voltacharging.com Founded in 2010. Designed in San Francisco, built to last in the USA. info@voltacharging.com SCALE SCALE SCALE EV STRIPING GUIDELINES N.T.S. 1 9 EV STRIPING GUIDELINES N.T.S. 20 EV STRIPING GUIDELINES N.T.S. 211 1 " DIA. HOLE (TYP.) �—R1" (TYP.) 1 3/16"� 2" COVER (TYP.) (TYP.) ELEVATION TYPE II (AUTOMOBILE) REINFORCEMENT 2—NO.3 DEFORMED BARS 6 1, 2" COVER ,,,,— ACHORAGE PINS NO. 7 RE —BARS 22" LONG (MIN.) ANCHOR PINS SHALL BE �f RECESSED 1 IN. SECTION B-B 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. w Z CONCRETE WHEEL STOP SCALE 22 N.T.S. WOOD OR STEEL STAKE HIGH —VISIBILITY — FENCING IaI11[.9:191111C O111 TREE DRIPLINE (TYP.) SENSITIVE AREAS TREE PROTECTION/H VISIBILITY FENCING LIMITS OF NOTOGGIr USED N OTE: FURNISH AND INSTALL TEMPORARY HIGH —VISIBILITY FENCING AT CONSTRUCTION LIMITS PRIOR TO ANY LAND DISTURBANCE. TREE PROTECTION SCALE 23 N.T.S. NOT USED 24 I NOT USED 25 VOLImA 155 DE HARO STREET SAN FRANCISCO, CA 94103 Kimley)))Horn 1700 WILLOW LAWN DRIVE SUITE 200 RICHMOND, VA 23230 Main: 804-673-3882 1 www.kimley-horn.com © 2020 Kimley-Horn and Associates, Inc. 2 03/31/2020 CD100 NMM CD90 NMM L2/26/2020 DATE DESCRIPTION BY ISSUE DATE 04/03/2020 ISSUED FOR PERMIT CHRIS HOWELL Lie. No. 0402058105 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. GIANT #251 ABBEY ROAD 1900 ABBEY ROAD HARLOTTESVILLE, VA 22911 SHEET TITLE SITE DETAILS SHEET NUMBER 60" MIN. OR 80" MIN. IF LOCATED WITHIN AN ACCESSIBLE ROUTE 36" OR FROST EPTH WHYEVER IS/GREATER 3" MIN. EV PARKING SIGN (SEE DETAIL #31) 1 4„ GALV.; STEEL NOT RE POST '. STEEL USED 6"x1" SS BOLTS 12" FINISH GRACE UNDISTURBED NATIVE SOIL CONCRETE BASE 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 1 1 B-307.3. 4. THIS DETAIL SHALL ONLY BE USED WHEN SIGN POST IS LOCATED OUTSIDE OF PARKING LOT PAVEMENT AND 2' CAR OVERHAND ZONE. SIGN POST SCALE 26 N.T.S. XEMDMENT CARBON KWIK 2" MIN. IN CC ES R-1917) EXCE FOI ELECT VEHH NOT CHAR( 'ROPOSED PARKING GINS TO BE H( 'ROVIDED BY VOLTA MAXIh USED KISTING DNCRETE WALL FRONT SIDE /CTRACTOR PANELS TO POST WITH COUNTERSUNK MECHANICAL FASTENERS. TO PROVIDE SIGN POST FASTENERS IF REQUIRED AND TO MATCH. FINISH IS DAMAGED DURING INSTALLATION, CONTRACTOR SHALL REPAINT AS REQUIRED. 4. SIGNS TO BE PROVIDED BY VOLTA. 5. REFERENCE DETAIL #31 FOR SIGN FACE. WALL MOUNTED SIGN SCALE 301 N.T.S. 60" MIN. OR 80" MIN. IF LOCATED WITHII AN ACCESSIBLE ROUTE 5'-3" OR MIN. FROS DEPTH WHICHEVEl' IS GREATEI 24" MIN. JG SIGN AIL #31) " SQUARE GALV. STEEL BOLLARD FILLED INK GROUT (WHEN 'ARKING SPACE C YELLOW) TE AWAY URBED SOIL ETE BASE 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 1 1 B-307.3. 4. THIS DETAIL SHALL BE USED WHEN SIGN POST IS LOCATED IN PARKING LOT PAVEMENT, OR WITHIN 2' CAR OVERHAND 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. SIGN POST W/BOLLARD ELECTRIC VEHICLE CHARGING 2 ELECTRIC VEHICLE CHARGING NO TIME LIMIT SIGN STADIUMS, OTHER VENUES, ECT. 45 MIN. TIME LIMIT SIGN FAST FOOD RESTAURANTS, ECT. SCALE, 27 N.T.S. 1 HR. TIME LIMIT SIGN DRUG STORES OR SIMILAR QUICK/CONVENIENCE SITES 2 HR. TIME LIMIT SIGN GROCERY STORES, MALLS, ECT. 3 HR. TIME LIMIT SIGN ELECTRIC VEHICLE MOVIE THEATERS, ENTERTAINMENT CENTERS, ECT. CHARGING 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. SIGN REQUIREMENTS SCALE N.T.S. 31 60" MIN. OR 80" MIN. IF LOCATED WITHIN AN ACCESSIBLE ROUTE ■97AIIMPM114r 0MrN04 NOT 1 —3/4" SQUARE GA. GALV. STEEL USED" HILTI—HY200 (GALV) AND HILTI HIT— Y200 ADHESIVE TYP. WITH 6' EMBEDMENT SEALANT ALL (SEE 21'K3) AROUND _ PL 3/4"x 13"x 13" W/1 —1 /2" EDGE DISTANCE (TYP.) (HDG) 1/4" NEOPRENE PAD 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 SECTION 1 1 B-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. POST INSTALLED SIGN POST NOT USED SCALE 28 N.T.S. 60" MIN. OR 80" MIN. IF LOCATED WITHIN AN ACCESSIBLE ROUTE 36" / TYP. SEALANT ALL AROUND EV PARKING SIGN (SEE DETAIL #31) -3/4"x14 SQUARE DST 12 A. GALV. STEEL NOT USED HILTI—HY200 -ALV) AND HILTI rni i — T Z-vv ADHESIVE WITH vil 6" EMBEDMENT (SEE NOT 3) PIPE BOLLARD FILLED -SHRINK GROUT FRONT OF PARKING NTED TRAFFIC YELLOW) PL 3/4"x13"x13" W/1-1/2" EDGE DISTANCE (TYP.) (HDG) 1 /4" NEOPRENE PAD 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 SECTION 1 1 B-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. POST INSTALLED SIGN POST W/BOL. SCALE 29 N.T.S. $2 I NOT USED 331 VOLImA 155 DE HARO STREET SAN FRANCISCO, CA 94103 Kimley*Horn 1700 WILLOW LAWN DRIVE SUITE 200 RICHMOND, VA 23230 Main: 804-673-3882 1 www.kimley-horn.com © 2020 Kimley-Horn and Associates, Inc. 114 2 03/31/2020 CD100 NMM 1 02/26/2020 CD90 NMM REV DATE DESCRIPTION BY ISSUE DATE 04/03/2020 ISSUED FOR PERMIT 4 CH IS HOWELL Lie. No. 0402058105 �aO�f/O3/ZaZO 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. GIANT #251 ABBEY ROAD 1900 ABBEY ROAD HARLOTTESVILLE, VA 2291 SHEET TITLE SITE DETAILS SHEET NUMBER w O Z INTERIOR JUNCTION BOX CONDUIT FOR FUTURE COMMUNICATIONS. SEAL TO TRANSITION FROM MC AND CAP. LABEL CONDUIT "VOLTA COMMUNICATION CABLE TO CONDUIT RUN. CONDUIT" WITH PERMANENT LABELING MATERIAL. 29 EXISTING SWITCHBOARD MDP-2 65 KAIC, 1200A, 208Y/120V 31 225A/3P FED FROM SECTION 2 OF MAIN 3000A SWITCHBOARD EXISTING CIRCUIT BREAKER EXISTING CONDUIT AND CONDUCTORS NOTES: 33 225 A MLO, 208Y/120V EXISTING PANEL 63 20A/1P 50A/2P 50A/2P 120A/1 P �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anel Schedule Existing Panel B3 Location: Existing Second Floor Electrical Room Volts: 208Y/120 Phase: 3 Wire: 4 Hertz: 60 225A MILO Main AIC: N/A Branch AIC: (See Note 3) ENCL. (NEMA): 1 MTG: Surface 225 Amp Frame, Ground Bar, Locking Cover, Panel Card. Description of Load Served Breaker Wire A/Phase CKT No. CKT No. A/Phase Wire Breaker Description of Load Served Amp Pole A B C A B C Amp Pole EXISTING 30 2 EXIST 16.0 1 2 SPACE 16.0 3 4 SPACE EXISTING STEAMER (SEAFOOD) 30 3 EXIST 20.8 5 6 7.8 EXIST 20 3 EXISTING MEAT SAW 20.8 7 8 7.8 1 20.8 9 10 7.8 EXISTING STEAMER (SEAFOOD) 30 3 EXIST 20.8 11 12 7.8 EXIST 20 3 EXISTING MEAT SAW 20.8 13 14 7.8 20.8 15 16 7.8 EXISTING GARBELL 30 3 EXIST 16.7 17 18 19.6 EXIST 30 3 EXISTING MIXER/GRINDER 16.7 19 20 19.6 16.7 21 22 19.6 EXISTING DELI DISPOSAL 20 3 EXIST 10.6 23 24 6.1 EXIST 20 1 EXISTING HAND DRYER 10.6 25 26 6.1 EXIST 20 1 EXISTING HAND DRYER 10.6 27 28 6.1 EXIST 20 2 EXISTING HAND DRYER CHARGING STATION EV01 50 2 See Note 5 40.0 29 30 6.1 40.0 31 32 5.0 See Note 5 20 1 CHARGING STATION EV02 CHARGING STATION EV01 20 1 See Note 5 5.0 33 34 40.0 See Note 5 50 2 CHARGING STATION EV02 SPACE 35 36 40.0 SPACE 37 38 SPACE SPACE 39 40 SPACE SPACE 41 42 S PAC E Total A/Phase 1 124.9 89.9 1 108.9 46.3 1 81.3 87.4 1 Total A/Phase Notes: 1. Connected KVA (New): 64.6 2. Demand KVA(New): 80.8 3. Contractor shall match existing AIC Rating. 4. Where load is labeled "EX" the load is unknown. 5. See Voltage Drop Table for conductor sizing. EVCS 01 (LEVEL 2 CHARGING STA G SECTION C GROUNDING TERMINAL (TYP) 120V/1 P DISCONNECT (TYP) (SUPPLIED BY MFG) 240V/2P DISCONNECT (TYP) (SUPPLIED BY MFG) EXISTING PANEL B3 L2 Conductor Voltage Drop Table *Single Conductors in Conduit (Per Charging Station) <150FT 15OFT-175FT 175FT-24OFT 24OFT-275FT 275FT-385FT 385FT-44OFT 44OFT-485FT 485FT-61OFT 61OFT-70OFT 70OFT-77OFT (2)#6AWG+ (2)#12AWG+ (1)#10AWGGND (2)#4AWG+ (2)#12AWG+ (1)#6AWGGND (2)#4AWG+ (2)#10AWG+ (1)#6AWGGND (2)#2AWG+ (2)#10AWG+ (1)#4AWGGND (2)#2AWG+ (2)#8AWG+ (1)#4AWGGIN D (2)#1AWG+ (2)#8AWG+ (1)#4AWG GND (2)#1AWG+ (2)#6AWG+ (1)#4AWGGND (2)#1/0AWG+ (2)#6AWG+ (1)#2AWGGND (2)#2/0AWG+ (2)#6AWG+ (1)#2AWGGND (2) #2 OAWG+ (2)#4AWG+ (1)#2AWGGND **MC Cable (2 Charging Stations) <150FT 15OFT-175FT 175FT-24OFT 24OFT-275FT 275FT-385FT 7 385FT-440FT 44OFT-485FT 485FT-61OFT 61OFT-70OFT 70OFT-77OFT #6/4 MC CABLE w/GND #12/4 MC CABLE w/GND #4/4 MC CABLE w/ GND #12/4 MC CABLE w/GND #4/4 MC CABLE w/ GND #10/4 MC CABLE w/ GND #2/4 MC CABLE w/GND #10/4 MC CABLE w/GND #2/4 MC CABLE w/GND #8/4 MC CABLE w/GND #1/4 MC CABLE w/ GND #8/4 MC CABLE w/ GND #1/4 MC CABLE w/GND #6/4 MC CABLE w/GND #1/04C MC CABLE w/ GND #6/4 MC CABLE w/GND #2/04C MC CABLE w/ GND #6/4 MC CABLE w/ GN D #2/0 4C MC CABLE w/ GND #4/4 MC CABLE w/ GND *Distances based on individual charging station. **Distances based on furthest charging station. VOLTAGE DROP TABLE NOTES 1. #6AWG CONDUCTORS CAN ONLY BE USED FOR THE 50A CHARGING STATION CIRCUIT IF THERE ARE NO MORE THAN 6 CURRENT CARRYING CONDUCTORS IN THE CONDUIT. OTHERWISE, PER NEC, THE DERATED VALUE OF #6AWG CANNOT CARRY THE REQUIRED 40A FOR THE CHARGING STATION. THIS MEANS #6AWG CAN BE USED IN CONDUITS WITH CONDUCTORS FOR ONLY ASINGLE CHARGING STATION. 2. THE DISTANCES IN THIS TABLE ARE TOTAL DISTANCES, NOT HORIZONTAL DISTANCES. INCLUDE VERTICAL RUNS AND JUNCTION BOX COIL LENGTH IN THE TOTALCONDUCTOR DISTANCE. 3. WHEN MORETHAN ONE CHARGING STATION CIRCUIT CONDUCTORS ARE INA CONDUIT, USE ONLY ONE SHARED EQUIPMENT GROUND CONDUCTOR. 4. WHEN THERE IS A REMOTE HOLSTER, INSTALL (2) #6 AWG+ (1) #8AWG GND+ (1) #14 AWG COMM IN THE CONDUIT FROM EVCS TO REMOTE HOLSTER. S. CONTRACTOR SHALL ENSURE MC CABLES USED FOR 120V CIRCUITS HAVE INDEPENDENT NEUTRALS. 6. CONTRACTOR SHALL NOT USE MC CABLES WITH MISLEADING COLOR CODING. I.E. STANDARDIZED COLOR CODING FOR480/277V CIRCUITS (BLUE, RED, BLACK) SHALL NOT BE USED. Conduit Schedule Conduit Section Conduit # Conduit Size Conductors Installation Method N/A N/A** (See MC Cable section of Voltage Drop Table) Al N/A N/A** (See MC Cable section of Voltage Drop Table) Run Above Drop N/A N/A* Future Communications Ceiling AZ 1 2" (See Single Conductors in Conduit section of Voltage Drop Table) Interior Mount 2 3/4" Min Future Communications w/ Pull String 1 2" (See Single Conductors in Conduit section of Voltage Drop Table) Surface Mount / B 2 3/4" Min Future Communications w/ Pull String Directional Bore 1 2" (See Single Conductors in Conduit section of Voltage Drop Table) C 2 3/4" Min Future Communications w/ Pull String Hand Trench *No conduit used. Contractor to install and support per National Electrical Code. **Contractor shall support MC Cable per Article 330of the National Electrical Code. A1- Contractor to use this method if conductors are installed above drop ceiling. AZ - Contractor to use this method for all other interior installations. VOLTA 155 DE HARO STREET SAN FRANCISCO, CA 94103 KimleyN))Horn 1700 WILLOW LAWN DRIVE SUITE 200 RICHMOND, VA 23230 Main: 804-673-3882 1 www.kimley-horn.com © 2020 Kimley-Horn and Associates, Inc. ISSUE DATE 04/03/2020 ISSUED FOR PERMIT f�♦I.T N `i L r, 1FFFREY C. SALLI:F JR. 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. GIANT #251 ABBEY ROAD 1900 ABBEY ROAD HARLOTTESVILLE, VA 2291 SHEET TITLE ELECTRICAL ONE LINE DIAGRAM & PANEL SCHEDULE SHEET NUMBER El =00 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 ELECTRIC GROUNDING CONDUCTORS 6. CHARGING UNITS ARE EQUIPPED WITH AN INTEGRATED CONTACTOR TO PREVENT BACK FEEDING OF POWER TO THE SOURCE 7. CONTRACTOR TO FIELD VERIFY MAIN FEED BREAKER SUPPORTING DISTRIBUTION PANEL IS APPROPRIATELY SIZED TO SUPPORT THE LOAD. CONTRACTOR SHALL CONTRACT THE ENGINEERING TEAM IMMEDIATELY IF BREAKER IS FOUND TO BE INSUFFICIENT ABBREVIATIONS A AMPERE AC ALTERNATING CURRENT AL ALUMINUM ART ARTICLE AUX AUXILIARY BLDG BUILDING STRUCTURE CONC CONCRETE CU COPPER DC DIRECT CURRENT EGO EQUIPMENT GROUNDING CONDUCTOR (E) EXISTING EMT ELECTRIC METALLIC TUBING EV ELECTRIC VEHICLE EVSE ELECTRIC VEHICLE SUPPLY EQUIPMENT CALM 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 NITS 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. UTILITY EQUIPMENT INSTALLATIONS AND PREP WORK SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY ENGINEER AT TIME OF PRECONSTRUCTION MEETING TO ENSURE ACCURACY OF INSTALLATIONS. 3. CONDUIT PATHS ARE REPRESENTATIVE ONLY. EXACT CONDUIT PLACEMENT TO BE DETERMINED ON SITE BASED ON FIELD CONDITIONS. 48" REMOVAL (12" ON EACH SIDE OF TRENCH) EXISTING SURFACE GENERAL CONTRACTORS TO 24'„ REPLACE ASPHALT SURFACING TRENCH TO MATCH EXISTING . ..._. CAUTIONARY TAPE w I-� —� _ _ _ _- _ _- _ _- = - I-l ' COMPACTED BACKFILL WITH I - - - - - - - - — _ I= ' SATISFACTORY NATIVE OR 0 0 (IfIII— = _ _ _ _ _-- = _ _= I— j IMPORTED SOIL TO 95% z t„ _C,_ x -III-1 -� I I � ---- � -- � -- I L I- PROCTOR L � z I—� I =___-- I - - - - - - - - - - - I I- UNDISTURBED SOIL .w Wi>� _�_______-_�---�-_- _ -- I =I z= 11 _ 1I= COMPACTED SAND BED 0 -------------�(SEE NOTE 1) n I-11I II I I I I I I-1 I I -,I I I I111. COMMUNICATIONS CONDUIT POWER CONDUIT - I- 12" MIN. NOTES: (TYP.) 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 NOTES: 1. EXACT CONDUIT DIAMETERS MAY VARY UPON INSTALLATION. REFERENCE CONDUIT SIZE PER THE CONDUIT SCHEDULE PER PLAN CONDUIT (N) WATERPROOF SEALANT aW BAND XG ROOF FINISH FSP 1000 FIRESTOPPING SEALANT (U.L. 1479) POWER TRENCH SCALE � BORE SECTION DETAIL SCALE 2 CORE DETAIL SCALE N.T.S. N.T.S. N.T.S. 5 8" "A" - DIA. OF CROWN CROWN DIAMETER TO BE TRANSITION FROM PVC TO RMC FOR ANY / THE DIAMETER OF THE WALL OPENING PLUS 1" EXPOSED CONDUIT AT GRADE TO STUB UP 3'-0" FIRE -RATED CYPBD/STUD WALL ASSEMBLY EXISTING SURFACE L, 3" MAX. DIA. MTL. PIPE. PROVIDE NOM. , -ATTACH CONDUIT TO CONDUIT 1" ANNULAR SPACE AROUND PIPE SUPPORT BLOCK WITH GALVANIZED ° °A ° ° CONDUIT STRAPS \\ \\ \\ \ \\ \\ \\ OPTIONAL FORMING MATERIAL - RECESSED \\\\\\\\\\\ \\\\\\\\\\ Q 1/2" FROM THE SURFACE FOR FS900 MATERIAL (MINERAL WOOL, POLYSTYRENE,.. ETC.) o TREMCO THROUGH -PENETRATION FIRE -STOP - SYSTEMS,. ICBO #3198 ADD. MATERIAL ADDED TO FORM 5/8" CROWN AROUND CONDUIT AND LAPPING1" BEYOND OPENING FRAMED WALL PENETRATION CONIC. WALL OR CMU. OPENING 3/4" MAX. ANNULAR SPACE �E 4" MAX. DIAM. METAL PIPE ROUGH -PENETRATION SYSTEMS, ICBO #3198 )OL (4 PCF) PACKED INTO ANNULAR RECESSED 1 /2" FROM WALL SURFACES CONCRETE WALL PENETRATION CONDUIT FLOOR CLAMP, TYP. TREMCO THROUGH -PENETRATION FIRE -STOP SYSTEMS, ICBO #3198 ONDUIT PER PLAN MAX.) CRETE FLOOR CONCRETE FLOOR PENETRATION NOTES: 1. CONTRACTOR TO X-RAY PRIOR TO DRILLING OR CORING TO LOCATE (E) RE -BAR. DO NOT CUT REBAR, 2, PENETRATIONS THRU WALLS SHALL COMPLY WITH T24, CBC SECTION 709.6. 2.1, F RATING - PENETRATIONS 4" - OR LESS 2.2, T RATING - PENETRATIONS LARGER THAN 4" -, PENETRATIONS CORRIDOR CLOS. WHICH ARE NOT RATED, BELOW 3. PENETRATIONS THRU FLOORS/ CEILINGS SHALL COMPLY WITH T24, CBC SECTION 710.3. 3.1. F RATING - PENETRATIONS 4" - OR LESS 3.2. T RATING - PENETRATIONS LARGER THAN 4" -, PENETRATIONS NOT CONTAINED WITHIN A WALL. w Z ELECTRICAL NOTES & ABBREVIATIONS PENETRATION DETAIL NCT S. L E 4 SUPPORT BLOCK (COOPER B-LINE DURA-BLOCK DB20 OR APPROVED EQUIVALENT) UNDISTURBED c UIT NOTES: EXACT CONDUIT DIAMETERS MAY VARY UPON INSTALLATION. REFERENCE CONDUIT SIZE PER THE CONDUIT SCHEDULE ROOFTOP CONDUIT SUPPORT SAL NCT SE 5 BORE PIT DETAIL NCT SE 6 I T C'TM P CONDUIT SIZE PER PLANS APPROPRIATE BOLTS FOR THE EXTERIOR WALL TYPE WALL CONDUIT MOUNT STRAP NCT SE 7 JUNCTION BOX SHALL BE POLYMER CONCRETE CONSTRUCTION-, CONCRETE COLLAR CLASS A3 LID SHALL BE TIER 15 RATED COVER DETAIL NON-SKID! SURFACE --- - ELEC --- - - B r Fl LIFT RING OR ci nT NON —TRAFFIC RATED JUNCTION BOX TOP VIEW 12" GROUND LINE 8' ti GROUNDING ELECTRODE v% OPEN BOTTOM 'o�a��� 12" �o�°8r�o YLA D UNDER ENTIRE BOTTOM OF BOX SECTION VIEW JUNCTION BOX COMPACTED SOIL AROUND SIDES OF BOX SCALE N.T.S. VOLTA 155 DE HARO STREET SAN FRANCISCO, CA 94103 KimleyN))Horn 1700 WILLOW LAWN DRIVE SUITE 200 RICHMOND, VA 23230 Main: 804-673-3882 1 www.kimley-horn.com © 2020 Kimley-Horn and Associates, Inc. n� n n� n n- n n- n n- n n- n ISSUE DATE 04/03/2020 ISSUED FOR PERMIT 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. GIANT #251 ABBEY ROAD 1900 ABBEY ROAD HARLOTTESVILLE, VA 2291 SHEET TITLE ELECTRICAL NOTES & DETAILS SHEET NUMBER E2=00