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2024-0077 Volta Charging Station #2SIX FLAGS FILA �, ��' `�' adaLl - 00 7-7 - c -= TOW'! OF 0UEE1"-1c'BURY ZONING OFFICE V01Td THE GREAT ESCAPE 1172 U.S.9 QUEENSBURY, NY 12804 TOWN OF QUEENSBURY TAX ID: 295.8-1-3 U U 4_.. _-J PHASE 1 '.. Y ITEM I TASK YES NO WA THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF A VOLTA PROPOSES: APPLICANT: PROGRAM MANAGER: CURRENT LAND SURVEY OR TITLE DOCUMENTSMTLE COMMITMENT. ALL MCI( ty RNENGINEERINBAND MLEY-HORK�N EN".NG, AND i CONTACT 811 UTILITY PRIOR TO IXCAVARON WJRK PROPERTY UNES,EASEMENTS, SETBACKS, EXI STING INFRASTRUCTURE SELECTRCVEHICLE(EV)CHARGINGSTATIONFlXNRES TDEE LANDSCAPEARCHITECTURE OF NEWYORK. P.C. LANDSCAPEARCHITECTUREOFNEWYORK P.C. ANDTITLEDOCUMETTSS4ALLSE VERIFIED PRIOR TO START OF LOCATEDIN PROPOSED STRIPED ISLAND AREAS AND EXISTING 1 INLEXINGTON AVE, SURE 505 CO:YTACT: RYAN GRAM, P.E 2 NOTIFY VOLTA R MMLEY-HORN OF ANY DISCREPANCIESWI PLANS OR POTENTIAL CONFLICTS. CONSTRUCTION. WMLEY-HORN AND VOLTA DO NOT GUARANTEE THE LANDSCAPED ISLANDSTHAT ARE ADJACENT TO ON -SITE MITE PLAINS, NY 10601 PHONE (615)564-2"` 3 VERIFY ALL FIELD CONDITIONS PRIOR TO START OF CONSTRUCTION IN ACCORDANCE Vr7TH THESE PLANS. ACCURACY OF SAID PROPERTY UNES, EASEMENTS, SETBACKS, OR PARKING SPACES AND PART OF AN EXISTING SIX FLAGS AT THE CONTACT. DEAN APOSTOLERIS EMAIL RYAN.GRAM@KIMLEY.HORNCOM IXISTI NG I NFRASTRUCTURE PROPERTY. THE EV FIXTURES ARE CUSTOMARY ACCESSORY PHONE (914) 368 9199 4 INSTALL WO R K AREA PROTECTION MEASURES, AND INCI DENTAL TO THE EXISTING COIAM ERCIAL USE AND EMAIL DEAN.APOSTOLERIS@M%ILEY-HORN.CONI CIVIL ENGINEER: CONTRACTOR IS RESPON98LEFOR VEPoMNG ALL FlaDCONDITIONS SOLELY FOR THE BENEFIT OF CUSTOMERS VISITING THE STORE VOLTA REPRESENTATIVE: MLEY-MK EF—AND 5 FIELD LOCATE EXISTING UTIUTIES ANDCROSSINGSE VERIFY NO CONFLICTS WIPROPOSED INFRASTRUCTURE AND IS TO ALERT THE ENGINEER AND VOLTA OF ANY DISCREPANCIES THE FIXTURES ARE LOCATED TO PR OVIDEPPoOPoTYPARKING VOLIA LANDSCAPE ARCHITECTURE OF NEW YORK P.C. PRIOR TO STARTING CONSTRUCTION. CONTRACTORTOCOORDINATE FOR PATRONS WITH EVS AND DISPLAYVISIBILTY ALONG THE 155DE HARD STREET CONTACT- DANIELLOFRISCO,P.E. 6 FIELD VERIFY ALL STALL OIMEN90NSAND EGUIPMENT LOCATIONS. KITH VOLTA PIA FOR ALL FINAL PLACEMENTS OFINFRASTRUCTURE INTERIOR CIRCULATION AISLE FOR SHOPPERS. THERE ARE NO SAN FRANCISCO. CA 94103 PHONE' (973)-420-0182 PRO POSED CHANGES TO THE EXISTING TRAFFIC CIRCULATION CONTACT. RICHARDSCHNIPKE EMAIL. DAN.LOFRISCO@MMLEY-HORN.COM 7 CONFIRM ALL ADA AND LOCAL REQUIREMENTS ARE MET. ATTHEPROFERTY. PHONE (740)965-1342 6 ESTABLISHTEMPORARY CONSTRUCTION ACCESS(ES). SURVEY LIABILITY STATEMENT EMAIL. RICHARD.S NIPKE@VOLTACHARGIN(3.COM EMEC RICAL ENGINEER: 9 IMPLEMENT AND MAINTAIN EPSC CONTROL MEASURES PER LOCAL REOUIREMENTS. ALL WORK AND MATERIALS SHALL BE PERFORMED MID INSTALLED IN SITE PARTNER: LANDSCAPE ARCHITECTURE OF NEW VORK P.C. ACCORDANCE IMTH THE CURRENT EDITIONS OF THE BUILDINGI 9X LAG�SENNMENT CORPORATION CONTACT JEFFERY SALLEE, P.E. OWELUNG, STRUCTURAL. PLUMBING. MECHANICAL. ELECTRICAL. AND 1172 U.S. 9 PHJEFF ONE: 21341635 10 LOCATE VERTICAL AND HORIZONTAL UTILITIES PRIOR TO BORING. FIREFE SAFETYCODESAS ADOPTED BY THE LOCAL GOVERNING QUEENSBURY, NV 12606 EMAIL' JEFFERY.SALLEE@KIMLEY-HORN.COM AI 11 PROVIDE PROPOSED UNITS OF ASPHALT OVERLAY SKETCH TO NIMLEY-HORN Z VOLTA OF NEEDED). ALIT HORIRES NOTHING IN THESE PLANS IS TO BE CONSTRUCTED TO CONTACT' JOEMARTINEZ PERMIT WC)RK NOT CONFORMING TO THE LOCAL GOVERNING PHONE (5189-6532197 12 SEEDS STABILIZE ALL DISTURBED AREAS AFTER FI NAL GRADING. AUTHOR] n ES CODES. EMAIL: JVM✓RTINEZ@SFTP.COM CONTRACTOR VERIFICATION CHECKLIST CODE BLOCK PROJECT DESCRIPTION PROJECT TEAM SHEET NUMBER SHEETTITLE CO-00 COVER SHEET I.:jI' - CO.01 GENERAL NOTES CO-02 VOLTA STATION OVERVIEW STAMPED SURVEY (FROM OTHERS) • •9f-•P I C1-00 MASTER SITE PLAN SITEIT - - - Ct411 OVERALL SITE PLAN Xt _ C2-00 ENLARGEDSITE PLAN EVCS W1 SITE.OIw1 C2-01 ENLARGED SITE PLAN EVCS 05-03 .. , \ Q� �• �\ >A - a C3.00 SITE DETAILS i ♦ _. 9CLL ♦... II i FC3-01 SITEDETAILS � Paradise �rO ` ♦ C3-02 SITE DETAILS \ Hc:1ch ,°,. I. r.. C 03 SITE DETAILS ♦ E .: �- --\• - �....- - _ E2-00 CA ELECTRICAL NOTES L DETAILSsc .- ELECTRI REDUCE _ \ • •(`_ ♦ _ 11 SHEET INDEX Know whafs BELOW P � CALL before you dig. - - _ - - - - - - CALL AT LEAST TWO WORKING' DIG ALERT DAYS BEFORE YOU DIG 4 f. GLENS 11I IS ` r CONTRACTORSHALL VERIFY ALL PL,NSS EXISTING LOCATIONS CONDITIONS ONTHEEJOB NO ` p - , SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING YATH THE KORK OR 6ERE5PONSIBLE FOR SAME LOCATION MAP NTs VICINITY MAP N.T.S• CALL BEFORE YOU DIG Volta 155 DE HARD STREET SAN FRANCISCO, CA 94103 Kimley>>)Horn New York 02023 KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTUREOF NEWYORK P.C. 1 N LW NGTON AVE SURE 505 % HTE PLAINS. NY 10601 PHONE. (91,W68-9199 WJ.W.KIMLEY-HORN.COM REV DATE DESCRIPTION BY 1 09I03'2022 CD100, PEP 2 GMI2022 C0100s GM 3 GM12023 CD100s ESF 4 OME2023 CD100s K.A ISSUE DATE 09/25/2023 ISSUED FOR PERMIT FINE 1yY 1P UCLA Ffj/ O 41 C 'a 09006� .N �OAFSSIDN'V ��� R ISAMOUTCN OF U4Y FOR ANY PERSCN UN— THEY ARE ACTING UNDER THE DIRECTICH OF A NCENSED PRO—EPONAL NICNEER OALTERTHISDON4ENT. SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY12804 SHEETTITLE COVER SHEET SHEET NUMBER CO-00 GENERAL NOTES! 1. VOLTA WILL PROVIDE AN INSTALLATION GLRDEANDOTHER SUPPORTING DOCUMENTS AT TIME OF CONSTRUCTION. 2 ALLEXISTING CONDITIONS SHOWN ARE APPROXIMATE EXISTING UTILITY LOCATIONS AND CROSSINGS ARE TO BE LOCATED IN THE FIELD. CONTRACTOR ISTO 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 CONTRACTORS EXPENSE 4. PROPOSED PAVEMENT STRIPING SHALL LINE UP VITH EXISTING STRIPING WHEREVER POSSIBLE ADDITIONAL PAVEMENT STRIPE IS NOT NECESSARILY PARALLEL TO THE CONSTRUCTED CHARGING ISLAND. 5. THIS ACCESSI BILRY REVIEW WAS UNDERTAKEN TO IDENTI FY DESIGN FEATURES OF THE PROJECT THAT MAY BE CONSIDERED BY GOVERNMENTAL AGENCIES OR DEPARTMENTS, OR NON.GOVERNAENTAL GROUPS TO BE NONCOMPLIANT WITH THE AMERICANS WITH DISABILITIES ACT OF 1890, REVISED 2010 ADA REGULATIONS AND STANDARDS THE AMERICANS WITH DISABILITIES ACT OF 19MIS A FEDERAL CIVIL RIGHTS LAW, THERE IS NO FEDERAL REVIEW PROCESSTO 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 ACCESSIBIUTY 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 BARRIERSTO ALL PEOPLE HAVE BEEN IDENTIFIED. 6. CONTRACTOR SHALLACHIEVEA MINIMUM OF I% BUT NO MORETHAN A 2% SLOPEIN 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 BECONFITIMED BY THE CONTRACTOR AND MET ATTHETIME OF CONSTRUCTION. 8. GONTRALTORTONOTIFVTHEENGINEEROFANYDISCREPANCIESINACCESSIBIUTYPRIORTO CONSTRUCTION 9. UNDERNOCIRCUMSTANCE ISTHE 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 ANDIOR BARRICADES AT A -TIMES EROSION CONTROL & GRADING NOTES: 1. ADDITIONAL EROSION CONTROL DEVICESTO BE USED AS REQUIRED BY LOCAL INSPECTOR 2 DISTURBEDAREAS LEFT IDLE FOR FIVE DAYS, AND NOT TO FlNALGRADE VILL BE ESTABLISHED TO TEMPORARY VEGETATION. MULCH. TEMPORARY VEGETATION OR PERMANENT VEGETATION SHALL BE COMPLETED ON ALL EXPO AREASWITHIN 14 DAYS AFTER DISTURBANCE ALL AREAS TO FINAL GRADE WILLBE ESTABUSHEDTO PERMANENT VEGETATION UPON COMPLETION. 3. WHEN HAND PLANTING. MULCH (HAY OR STRAW) SHOULD BE UNIFORMLY SPREAD OVER SEEDED AREA VITHIN 24 HOURS OF SEEDI NO. 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 RETAIN NO WALLS), AND CUTS ME) FILLS WITH 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. EROSIONCOWROLMEASURESWILLBEMAINTAINEDATALLTMES. IFFULL IMPLEMENTATION OF THE PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL. ADDITIONALEROSION CONTROL AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE 6. SEEDALL DISTURBED AREAS UNLESS OTHERWISE NOTED AS PART OF THIS CONTRACT. 7. THECONTRACTORSHALLDEERNNETHE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT RESULT FROM THE CONTRACTORS FAILURETO EXACTLY LOCATE AND PRESERVE ANY UNDERGROUND UTILITIES TO REMAIN. THE CONTRACTOR ISTO NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES ANDIOR CONFLICTS WITH EXISTING OR PROPOSED UTILITIES PRIOR TO PROCEEDING. 8. STOG LED TOPSOIL OR FILL MATERIAL IS TO BETREATED SO THE SEDIMENTRUN-0FFWILLNOT CONTAMINATE SURROUNDING AREAS OR ENTER NEARBY STREAMS STOCKPILE LOCATIONSSHALL BE COORDINATED WITH THE ENGINEER PRIOR TO GRADING ACTIVITIES EROSION & SEDIMENT CONTROL PRACTICE SHALL BE INSTALLED PRIOR TO STOCKPILE OPERATIONS. 9. CONSTRUCTEILT BARRIERS BEFORE BEGINNING GRADING OPERATIONS 10. MU HAND SEED ALL DISTURBED AREAS AS SOON AS POSSIBLE AFTER FINAL GRADING IS COMPLETED (WITHN IS DAYS OF ACHEVED FINAL GRADES) UNLESS OTHERWISE INDICATED. CONTRACTORSHALL TAKE WHATEVER MEANS NECESSARYTO ESTABLISH PERMANENT SOIL STABIUZATION. STEEP SLOPES (GREATER THAN 3:1) SHALL BESTABILIZED WITHIN 7 DAYS OF FINALGRADING. 11. PROVIDE TEMPORARY CONSTRUCTION ACCESS(ES)ATTHE POINT(S) WHERE CONSTRUCTION VEHICLES EXIT THE CONSTRUCTION AREA MAINTAIN PUBLIC ROADWAYS FREE OF TRACKED MIA AND DIRT. 12 W 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 OFTHE 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 AOA COMPLIANCE! 1. CURB RAMPS ALONG PUBUC STREETS AND IN THE PUBLIC RIGHT-0E-WAY SHALL BE CONSTRUCTED BASED ON THE CITY STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS 2. PRIVATE CURB RAMPS ON THE SITE 0 E. OUTS DE 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 THECURB 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 ANO ALONG SIDEWALKS. ACCESSIBLE PARKING SPACES. ACCESS AISLES, AND ACCESSIBLE ROUTES. IN NO CASE SHALL AN ACCESSIBLE RAMP SLOPE EXCEED1 VERTICALTO 12 HORIZONTAL IN NO CASE SHALL SIDEWALK CROSS SLOPE EXCEED20 PERCENT. IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPE EXCEED 5.0 PERCENT. ACCESSTELE PARKING SPACESAND ACCESS AISLES SHALL NOT EXCEED 20 PERCENT SLOPE IN ANY DIRECTION. S. CONTRACTORSHALL TAKE FIELD SLOPE MEASUREMENTS ON FINISHED SUBGRADE AND FORM BOARDS PRIOR TO RACING PAVEMENT TO VERIFYTHAT ADA SLOPE REQUREMENTS ARE PROVIDED. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PAVING IF ANY EXCESSIVE SLOPES ARE ENCOUNTERED. NO CONTRACTOR CHANGE ORDERS VILL BE ACCEPTED FOR ADA SLOPE COMPLIANCE ISSUES. SITE NOTES! 1. HORIZONTAL DIRECTIONAL DRILLING (HOD) OR OTHER TRENCHLESS METHODS AS APPROVED BY SITE HOST ARE THE PREFERRED MEMODTO INSTALL CONDUIT BENEATH EXISTING PARKING LOTS AND PAVED AREAS 1.1. CONDUITSHALLBE INSTALLED AT A MINIMUM DEPTH OF TWO AND ONEHALF FEET (26)OR BELOW THE FREEZE UNE WHICHEVER IS DEEPER CONDUIT TYPE AND DESIGN TO BE SPECIFIED BY EV CHARGING STATION VENDOR AND MEET ALL LOCAL REOUIREMENTS CONDUIT DIAMETER SHALL BE NO LARGER THAN NA (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 PR WITHIN ASPHALT PAVED AREA OR CONCRETE SIDEWALK AREA, RECEIVING PIT SHALL NOT BE LOCATED WITHIN THE UNLOADING PAD (SIXTO TEN INCH (6-10) REINFORCED CONCRETE SLAB AT THE REAR OF THE STORE]. RECEIVING PST 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 UMITED TO THREE FEET (3) BY THREE FEET I3) AND SHALL NOT UNDERMINETHE BUILDING FOUNDATION, ENCLOSURES OR CONCRETE UNLOADING PAD. I., BACKFILL EXCAVATIONS AND REPAIR PAVEMENT PER SPECIFICATIONS BELOW. 1.5, WHERECONCRETE PAVEMENT. SIDEWALK ASPHALT PAVEMENT, CURBING. OR CURBING GUTTER IS REMOVED. THE WIDTH OF THE REMOVAL SHALL EXCEED THE ACTUALVIDTHATTHETOPOFTHE TRENCH BY T VS-VE INCHES (12) ON EACH SIDE OF THETRENCH, OR ATOTAL OF TWO FEET (2) WDERTHANTHETRENCH 1.6. TRENCHNG THROUGH THE CONCRETE RECEIVING PAD AT THE REAR OF THE STOREOR THE DRIVE-THRU SLAB IS NOT ALLOWED. ONLY TRENCHING THROUGH MINOR CONCRETE INSTALLATIONS SUCH AS SIDEWALKS WALL BE PERMITTED. 1.7. D(CAVATETRENCHES TO A DEPTH FOUR INCHES (4) DEEPER THAN BOTTOM OF FINISHED PIPE ELEVATION. 1.8. THE BOTTOM WIDTH OFTHETRENCH SHALL BEASREOUIREDTO PERMIT CONDUITTO 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. BED DING AND BACKFILL MAYBE MATERIAL EXCAVATED FROM THETRENCH PROVIDED THAT IT ISFREE FROM DEBRIS AND ROCKS LARGER THAN ONE AND ONE4HALF INCHES (1-112). 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 D69L 1.12. COMPACTI NG EQUIPMENT SHALL BE OF SUCH DESIGN. WEIGHT, AND QUALITY AS IS REOUIREDTO 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. 1.11 RESTORE GRASS. LANDSCAPING, IRRIGATION AND ALL FEATURES TO THEIR MECONSTRUCTION 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 SPEDIFK:ATIOR 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. MERE PARKING LOT. SIDEWALK OR OTHER PAVED AREAS ARE IMPACTED OR DAMAGED, IT IS THE RESPONSIBI UTY 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 VI1TH ARCHITECTURAL BREAKS, MATERIAL JOINTS, PAVEMENT MARKINGS, ETC. G MERE 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. SAWCUTTHEE PAVEMENT TO NEAT, STRAIGHT LINES TO THE FULL DEPTHOF THE PAVEMENT. PAVEMENT REMOVAL SHALL EXTEND A MINIMUM OF TWELVE INCHES (12) BEYONO THE EDGES OFTHE REMOVAL AREA ANY OTHER PAVEMENT AREAS DAMAGED DURING REMOVAL SHALL ALSO BE REPAIREDOR REPLACED AS NECESSARY d.2 REMOVETHE PAVEMENT WITHOUT DAMAGING THE PAVEMENT THAT ISTO REMAIN IN -PLACE 4.G IF BASE REPLACEMENT IS REQUIRED, COMPACT THE INg51TU SOILSTO NINETY-FIVE PERCENT(95%) ASTM D598 AND PLUS OR MINUS TWO PERCENT (2%) OF OPTIMUM MOISTURE CONTENT. REMOVE AND REPLACE ANY UNSUITABLE 114-SITU SOILS. 4.4 RACE AND COMPACT BASE MATERIAL TO NINETY-FIVE PERCENT (05%) OF ASTM D68B. 4.5. APPLY PRIME COAT TO AGGREGATE BASE IN COMPUMCE WITH THE DOT SPECS. PRIME COAT SHALL NOT BE APPLIED MORETHAN TWENTY-FOUR (24) HOURS BEFORE ASPHALT PAVEMENT IS PLACED. APPUCATION RATE TO BE PERTHE DOT SPEC. 4.6. CLEAN AND APPLY TACK COAT TO THE ENDS OF CURBS. EWES OF CONCRETE SURFACES, EDGES OF MANHOLES AND INLETS AND EWES OF SAW CUT PAVEMENT THAT WILL REMAIN IMPUACE 4.7. PLACE AND COMPACT HOT-WX ASPHALT. HOT -MIX ASPHALT THICKNESS SHALL BETHE GREATER OF THE INPLACE ASPHALT ORTHREE AND ONE-HALF INCHES (3.5). ASPHALT MIX DESIGN SHALL BE BY THECONTRACTOR 4.& PLANT MIXED ASPHALT 13 SEIBINDER COURSE PROVIDE ONE COURSE LAIDTO A MINIMUM COMPACTED THICKNESS OF TWO INCHES IT). 4.9. PLANT MIXED ASPHALT SURFACECOURSE PROVIDE ONE COURSE LAID TO A MINIMUM COMPACTED THICKNESS OF ONE AND ONE-HALF INCHES (1.12). 4.10. FOR SMALLER JOBS, IT MAY NOT BE FEASIBLETO INSTALL BINDER AND SURFACE COURSES, INW NCH 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 EWES OF THE PATCH AND WORKING INWARD. HMA SHOULD NOT BE PLACED IN THE CENTER OF THE PATCH AND RAKED TOWARDS THE EW ES. 4.12, THE FIRST PASS OF THE ROLLER OR COMPACTION EQUIPMENT SHOULD BE ALONG THE EDGES OF THE PATCH TO PROPERLY FORMTHE 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 SMALL UTILIZE THE APPROPRIATE HEAVY COMPACTION EQUIPMENT TO ACHIEVE THE REQUIRED COMPACTION OF THE ASPHALT. 4.14. SEPLTHEAREAAROUND THE EWES WITH AN EASTOMERIC UQUID ASPHALT SEALERTO PROTECT AGAINST WATER INFILTRATION, INCLUDING ANY INADVERTENT OVERCUTS WRING THE SAW CUTTING PROCEDURE PROJECT LEGEND: TszLEviuTESTER�Ee� DETAIL NO. I ta C}Ot SHEEP NO. ® PROPERTY LINE BREAKLINE 155 DE HARD STREET EXISTING CURB AND GUTTER SAN FRANCISCO. CA 94103 EXISTING PARKING STRIPE -0 ❑ ❑ EXISTING FENCE a= EXISTNG OVERHEAD POWER LINE EXISTNGCONCRETE EXISTING ANq LAN0.SCMED AREA EXISTING LANDSCAPED �imley>>>Hor QEXISTINGTREE 02023KIMLEY-HORNENGINEERINGAND e EXISTING SHRUB LANDSCAPE ARCHITECTUREOF NEWYORK.P.0 1 N LEXINGTON AVE SURE 505 • EXISTING ROCK WHITE PLAINS. NY 10501 ,yYl/Q EXISTING FIREHYDRANT PHONE: (914)�9199 VWWKIMLEY-HORN.COM ® ® ® EXISTING CATCH BASIN I MANHOLE EXISTING POWER POLE EXISTING LIGHT POLE REV DATE DESCRIPTION BY T EXISTING SIGN POST 1 GPDMK22 CDIW. PEP 00 EXISTING UTILITY /STRUCTURE 2 0&002022 CD1D% GJ9 3 0 2G23 CD EST` EXISTING ELECTRICAL ROOM 0G252023 I❑ CDi00s KA t PROPOSED ELECTRICAL CONDUIT ■ PROPOSED ELECTRICAL JUNCTION BOX I LINE BOX OR APPROVED ALTERNATIVE ® PROPOSED ELECTRICAL EQUIPMENT AREA ® PROPOSEDTRANSFORMER ISSUE DATE • PR OPOSEDCOMMUNICATIONSCONDUIT 09/25/2023 ■ PROPOSED NEWORKOOMMUMCATIONS BOX PROPOSED CURB AND GUTTER PROPOSED PARKING STRIPE ISSUED FOR O PROPOSEDCONCRETE WHEEL STOP P E R M I T C_ _ `•'j PROPOSED CONCRETE PAD - TP - TP PROPOSED TREE PROTECTION PROPOSEOTRIXFENCING of NEIVy PROPOSED VOLTA L2 CHARGING STATION 11'\�CO PHJ O PROPOSED VOLTA L2 POSNNSTALLED CHARGING STATION ■ PROPOSED VOLTA L3 DC -CHARGING STATON 00t i �53101NHV ® PROPOSED PCS FOUNDATION py��jpZ� ® PROPOSED PCS FOUNDATION Vd 4' BOLLARDS R a VKXATION GF 4W FOR ANY PERSON. NLESSTOFA ACTINGERTHE OpECTXU Yl Oia tK:ERSEO RROFOFESSIONAI ENGPIEER.TOAII£R 1NI3 OOCUVQR. SPROPOSED L2 REMOTE CHARGING UNIT I CHARGING PEDESTAL FOUNDATION • PROPOSED eBOX&!CLICK SIX FLAGS THE P PROPOSED SIGN POST GREAT ESCAPE 0 PROPOSED SIGN POST WI BOLLARD PHASE 1 • PROPOSED POST INSTALLED SIGN POST • PRO POSED POST INSTALLED 54GN POST W BOLLARD 1172 U.S. 9 PROPOSEDWALLMOUNTEDSIGN QUEENSBURY, NY 12804 PROPOSED 4' ISOLATEDPPE BOLLARD SHEETTITLE GENERAL NOTES SHEET NUMBER CO-01 Volta Gen4 L2 Station Volta provides turn -key Electric Vehicle (EV) charging services for premium retail and entertainment destinations. We install and maintain the charging amenity at no cost to site partners as well as EV drivers, driving increased property value and attracting more customers who stay longer. VOLTA STATION BENEFITS Installation, equipment and maintenance is paid by Volta Charges all electric vehicles Free electricity supported through third party content on displays Volta stations are occupied 80% of the retail day Volta has provided 88M free sponsored electric miles, delivered 25 gigawatt hours and eliminated over 39M pounds of CO2 emissions CHARGING UNIT INFORMATION (Single Charging Units) Size: H 85.0" x W 36.5" x D 15.5" Display Size: H 48" x W 27 Power Type: 208/240VAC, 48A, 1OkW max; UL 2202 Plug: SAE J1772 compliant connector POWER REQUIREMENTS Charging unit: 60A/2P, 208/240 breaker Display/connectivity: 20A/1P, 120V breaker INSTALLATION REQUIREMENTS Wire Diameter: #6 AWG minimum. Larger for longer conduit runs Conduit Diameter: 1.5" minimum per station. Larger conduit required for runs over 250' Volta 55" Media Display Charges up to 30miles per hour Universal J1772 connections Cable Management Fully Networked Proprietary & Confidential - Do Not Distribute VO11a 155 DE HARD STREET SAN FRANCISCO. CA 94103 Kimley>>>Horn New York 02023 KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECrUREOF NEW YORK. P.C. 1 N LEXINGTON AVE SUITE 505 WHITE PLAINS. NY 10601 PHONE (914)-368.9199 VO WJ.KIMLEY-HORN.COM ISSUE DATE 09/25/2023 ISSUED FOR PERMIT FOR REFERENCE ONLY DESIGNED AND PROVIDED BY I R IS ANOIATON Of UW f0R ANY PERSON. UNLESS TIEY AREAOTWGION TIE e,� EER..on��ReEa EeiiRo�or-ursN�T SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 SHEET TITLE VOLTA STATION OVERVIEW SHEET NUMBER CO-02 LANDS WF OF HWP DEVELOPMENT, LLC L 3d41 P. 220 \ y \ Y� \ l f \ _ - \\ GRAPHIC SCALE -1 (w TEer ) 1 teen - eo n Ceont Description afpaoa 6 (Sd29 eon 5.08 BkxJr 1 La 1) See Shaef 6 for Mom Recently Descnban ALL Mat -W plot niece orpli- Blend. so tus, lylog and berg in the Town of C-abay, C.-W.1 Warren and Sete of hew Yak and b.mg hounded and described as fclv,r BEGINNING al an dOn ppe found on Me wadedy #de aNnv York Slate Hghway Rule No. 9, wan li poMf marks a rpnhan#eM caner of lands no, or toe conynf Great Esmpe Thome Park LLC (1021Q83) aptme sartDeastony mmerfMe lands herein desmt M; RUNNING! saMpokd fbep-ing south 57 degrees 35-nutea Lb seconds westaloog U. ou0sty bawds fthe lands temin described 496.58Met to en bon pfpe Munn 1- owner, THENCE Wh 42 de9mas 18 mfnures 00 seconds wa#20.18f to an moot pipe! nd for a comer, THENCEalong Mes m,M yandeastelybwkf Me ButM,BmkfWfabwiycods¢,addra'anmx' 1.noor35 degrees SimNdas Wsomds oast. /25J/ ttoan icon pipe/ M; 2 north 59 dogmas OS minutes ce seconds eo# 78056fce1 fa an ion rodlound; 3 north 39 degrees 36 minufes 00 records oast 78.05 Mot to a pant' 1. north 02 dsgees 50 marines 00 seco ds ea# 5315 feet too point 5. oath W de9roes 34 moxros 00 mtaMs xe# 721.381oaf (a an Icon plpa louts; B. rats G6 tlepoes 30 morales 00 .scads ea# 11 f.94 feet to a pant ]. north 2adegmes 54 mmecs a3scmms cast 32.44 euleaponlmarkirg a rprMea# tamafMe :sanshereind, whidrpoiftaerasod Moro wa#cry Orr.fwmsoarorlomwnYofDa^aM J. Daniel (1JIR25);25); 7'HENCEmufh31degrees32mnulas00samrdsea#342.74/ Itoanbonpiief- lhlha southeastaiy comer f lard, f sail D.net THENCErwrth62do ,16mm 30aecadsm9119.22ketMapo ton Mow enyv dNew Yak Stae HVn yPoufe No. 9; THENCE along the we#any ails fNaw York Stale Highway Route No. 9 sous, 31 degrees M nr inch, ee#WIN feet a the peed and pee. of BEGINNING, ocomvkg 3.83 saes, man o-lass. EXCEPTING and ms:mrg hen In. abow msorbrd pomises lad; if on,,. eco,imd by Me State of few York fw the pur oses a widenog of New Yak Slate Route 9. PARCEL2 •\ TAXPARCEL 295.0613 II ---------------- Q \ u \ \r ---------------- O J 9 Ya \ �OR LEGEND eC0 • rxxue sFr/rosFSFt vs O •++avxoa-1toecsar N-r��gM'£rlk-sru •nxeuwaurt Q •saxexuuerat- ® +5laauwATEx wwreE Ct - oosr `"O. •cnmawe rno •Groreesn carourtut.caaxuwrto ausnc�wr6�L LANDS WF OF GREATESCAPETHEMEPARK LP. L 1021 P. 261 \ S �\ \ CHELL LFOF AOTCdIEN L 1311 1311 P. 87 PARCEL 6. Current Dascngbn dPartxl2 (Seddon 2950tlab 1 Lot 3) Sm Sheet 6 fa Mae R-nd,Dc-bed ALL Mal conen pcoL piece orpaoafkard, duals. yvgardbarg m the T of Dumnsbq. Waxen County New Yak, kralMsw#erfyfNew York U.S. Raub 9 andeutedy olloonstate ROOM BT a.o known as Me Aamndock Nafhway. and Bich parcelis boundedonddsscribalasMoo- BEGINNING at a poet in Me weslenybourds of New Yak U.S. Route 9,,d et Me southeast comarol lands tsr a dew Run Development Cap.. and whichp.W fbaginnirg4also Menanhee t-ofe 9769.7aquere fool parcel mnveyedby Meadow Run Dawk4urenf Carp. to Ahmsdl ors Land, Inc. byd adf d.ed5 t9w ardmmnledi. Me Warren County Gloria Ofbm Nbook 751(deedsatpoge 161, end xnldrpanf elbegin Is.du-ofadde-f40.12feel norlhelly, measumcf."the"llarly bounds of sail RONe 8 hart Me soudrea# amera/those demises mnwyed Dy thanes R WW M Meadow Run Dowlopmeof Cop.bydeaddoled3h3t1966.an m=dadnsaiddark'soTMbank476 ofdeedsalpage 30E; RUNNING THENCEImmthe Ocelafoog:rwng lheloAmingr coursesants#arms akng Mo 1.wW 32dogso/Farer, 1. south 22 degrees:0 minuses 10second. t 2 south 2]delaes7(minufes 40 seconds east 30527/ t 3. south 53 degrees :5minuses 20 seconds west 01.0feet. 4.souM 52 tlagmet 4]minufas 40 seconds east 201.00Met S south 22 degrees 5f minecs a.1#. I20.851ect fo Me norhea# tanerolffw.x pmmtsrs mmcyod by 2 page 225. J. Dane!; bydcetl dated f0r24n9B8 andrerordM fn book T3]fa ds at S endherngalsp the souhea#caner o/Mose premises conwyodby Me E#afedWd H. PaMins to A1lmdion, [and Inc bytleoddatod f 1/7/19Bg andreavdedin book WS o/tleeds al page ]69; THENCE.ou 62degrees41min.-30semnds-e t 131.66I fro Merronhwe#mmerofsaidlands conveyed la Daniels; THENCE north 29 degrees 41 minutes 30 seconds West, and running along Me easledyline of those premises conveyed by Joan M. Mannix to Manan M. Canisbam by dead dated 2WI986 and recorded M the Warren Courtly Clerk's Office in book 673 o/deeds at page 970. Mr. distance of 14272 feet to the northoa# comer ofsaid last menboned premises; THENCE the WoMrg seven courses and distenoes along Me hunh-tady and n dhedy],.a of sad last mentioned pmmisex' 1. south 22 degrees 21 roinufos 30 seconds west, 3244 feet 2.acuM 07 dcgroos 57mimre, 30 socoods west, 171.94 tarot 3-11, 03 degrees 06 minutes 30 seconds east 124.W feet; 4.amdh 04 degrees :7 minutes 30 aamnds west.53-151,0 S =M 41 degmet 03 minutes 30 seceoCs west 78.05 feet 6.soulo Wdcgoes 12 minuses 30 seconds we#. 131.56htel; 7. e.]degrees :8 minutes 30 secantls west. 125J ficlm Me northnesl mnrprfMrds eanwy V Dy Manors- M Cea#m- THENCE much 40 degrees 50 minutes W.-do and! a di-ce.126518 Mal so the souses# coocrasadiarMs o/Canisham; THENCEnorth 59d[9reat 02minules 30 stterdseasL ekkg Me smMedylfrp faald le# marsiaied Methforadist,mof495.55feettoapantMMewesterlyD dsolNew Yak U.S.Route9; THENCE south 30 degrees 5]m,'nufea 30 seconds east, along mid wcstedy boards, !era distance o/20.00 /act fo the northeast corocr ofMoso promises conveyed by Canton and Martha Fret berger to Rog"and Lena LaFontaine by dead dated 11111992 and recorded in saldrdarXs offroe io book &45 of deeds of page 75T THENCE south 59 dogmas 02 mmums 30 seccods west along the norlhedykno olaard last mentoned premises, fora distance of 533.23 Mal to an angle pant therein; THENCE north 73 dogroes 51 minutes 30 seconds west, Mr distance of 393 00 /eel to a point in the easterly bounds of Interstate Route 87. also known as the Adirondack Nothway, THENCE north 18 dogmas 43 mina(., west. along sad easlany bounds. and f10a5irg a stm.m kn- as ;Meadow Run: fora distance of 135839 feet to the southwest comarofMoso premises conveyed by Charles R. Woodfo A4eadMe Run Dewlopment Corp bythe aI menlmr ddeedmrordedinbook476afdcedsatpaga308; THENCE north 84 degme5 14 minules 20serords east, along Ma southenybot, of saldlasf mentioned premises, fora distance of 60.94 feet to a powl which Is klcaledat a distance of42.25 feet lresterty on a coarse ofsoum 64 degrees 14 minutes 20 Seconds west Imm Me r-Mwesf comer of a fnangularparcel of land conveyed by Attractions Land Inc. to Meadow Run Development Corp by dead dated 5,Wf 989 ere recorded in Me W- Crony Clerk's Or. -In book754 ofdeeds et page 159, THENCE sa:M 28 dgrees Ol minutes 50 sttords ea#(orodistance f92071cet fa apont wh Ads kraredal a di#exe a/d0.00 feel westertym a course f south 61 degrees 52 minus. 20 seconds xe# dresoaMne#mmerasedlrerga/arpamet THENCEnonh 61 degrees 52 minutes 20 seconds east lea distance of223.74 feel d the ass" comer ofsaiduiarguerparcel end which pant Is am mho nathwe# coherda 9769.7 square loot panel conwyad by Meadow Run Dewbpmef Cap. fo Admctrons Lard Inc by dead dated May S. 19B9 and racwded In sad oleo's oWca Nbook 754 of dead, at page 161; THENCE condnarg north 61 dogrms 52 n,nutes 20 seconds cost. along Me nontody Lne of said 9769.7 squom lodpanc/ardparf f 5c way along the souheny fern eta slap nwsonry wan, fora dntomc of ...., ..,__.._..___._. .......G and mnfaMwg 19.90 acres Aland, mom odes.. at f wd2 ebov. leans appropriated by the People cfMo Slate a anon ComfyClerk30T on Jay la 1998 in Ober 1072 Page 180 �: - -v f' -� •' -•' z�z CONSTRUCTION NOTES: 1. CONTRACTOR RESPONSIBILITIESCONSISTSOF, BUT NOT LIMITED TO, CHARGING STATION MOUNTING. FOUNDATION CONSTRUCTION. '�i 17*-"• 2�• ' ^( �w• f ..+ _ ,?j Y t - - CONDUIT INSTALLATION. ANDWRING. • -1" - fi 1 f �^ `.- '"'- .,k. 2 CONTRACTOR TO PAINT PROPOSED EV PARKING STALLS PER .NRISDICTIONALREOUIREMEMS _ 1 J. CONTRACT ORTOINSTALLTREEPROTECTIONFENCINGPMORTO ANY Y A r ( CONSTRUCTION ACTIVITY. SEE SHEET C3Q0 FOR DETAILS. 4. EXACT STATION PLACEMENT AND ROTATION ANGLE MAY VARY i1 ti SDGHTLY UPON INSTALLATIONDEPENOINGONSTrECONDMONS. d • - t+ yy..�,�- E f 'T `4. - ;X !'• ! r %: - - - 5. CONTRACTOR TO FIELD VERIFY ALL STALL DIMENSIONS ANO ALL + A yt IL •d r r rf '^"�'4' ., > EOUIPM24T LOCATIONSTOENSURESUFFICIENT SPACEISAVAILABLE G. CONTRACTORSHALLTAKENECESSARYPRECAUTIONSWHENDRILMNG w e i `A t♦ FQ:+Y /� \ INTOEXISTINGCIP SLAB AND CIP DROP PANELS TO AVOID DAMAGE TO ���PPP"`fff W A5 ♦ �yy��`- T •' +� F }y ANY REINFORCING AND EXISTING STRUCTURAL COMPONENTS. Ai _ � 7. USE APPROVED ASTM METHOD (X-RAY. PACOMETER. GPR. ETC.) TO ciY `��• 'F.fy +y�,_ -- 1 ��� LOCATE MILD STEEL AND PRESTRESSING TENDONS PRIOR TO i rA; J DRILLING. DO NOT CUT OR DRILL THROUGH ANY EXISTING REINFORCING. ADNST LOCATION AS NECESSARY TO AVOID OUSTING _ �.+ -�. A _ REINFORCING.ENSURE 1-GAP MIN. BETWEEN REBAR AND h -. ANCHORAGE _ '+ I.+ C 4 i • e. VOLTA WILL MAKE EVERY EFFORT TO FOLLOW, NTH THEIR PROPOSED - ! � ✓ � ♦ s r "' - �! � jI 1, � ..FAQ � • _ CONDUIT. AN EXISTING CONDUIT ROUTE FROM ELECTRICAL ROOM TO WH _� ♦'\�, .-,^ 1•••r. .n♦ P -it- 3. 'J PROPOSED STATION PLACEMENTS. EN AN EXISTING ROUTE ISNOT AVAILABLE LM VOLTA MALL MAKE EVERY EFFORT TO CONCEAIDE. AN R- } `'�'�" y / \ 1�.�I ,� �FA- +�•' ?�� ,iaM� '•♦T, �)r•: py, PAINT AND MINIMIZE VISUAL IMPACT OF CONDUITS YVMERETHEY ..aV �� '\ + �. 1 O♦�, i - L ,/� MAYBENSIBLE TOTHEPUBLIC. CONTRACTOR ISRESPONSIBLETO LOCATE ALL VERTICAL AND {II�� /.`, % /� _ \•S `..-_`-.,i-_a 777--- v tP,Tay_ "A -yi:- HORIZONTAL UTILITIES PRIORTO DIRECTIONAL BORING. ANY M a' �• \. - OVERALL SITE PLAN I _ A � ALTERATIONS TO THE PROPOSED CONDUIT ROUTE ARE TO BE v ` �('EESHEETCI-01 FOR DETPILS) - �' ♦ / �- COORDINATED WITH THE PROFESSIONAL f7JGINEER(S)PRIOR TO �Y � ♦ '\ -.a � �' % _ CONSTRUCTION. i �� C / ♦ - - L \ t ; 10. ANY ITEMSTO REMAIN THAT ARE DAMAGED BY THE CONTRACTOR Q ` •� __ ,` -_"'` } 1 �"= SHALL BE REPLACED TO T HE EXISTING CONDITION OR BETTER AT THE APPROXIMATE PROPERTY LINE (TYP) •S.� -'�,- � �l:i CONTRACTORS EXPENSE # � F . , � ,, _... _ \ _ t1. CONTRACTOR TO LOCATEUNLENGTHS EN NCTIDN BOX BEND APPROVED ALTERNATIVE s� \„ S• - - 'J VHS FORS E SPECIFIC ION FROM PLAN N LENGTH PROPOSED BENDS `�" `' -�lT p - > .,♦ �\ / " '�`• R\' 12 DEVIATION FROM RAN ON THEPROPOSEDCOND'JIT METHOD IS AT �`♦' t! \ T / �, !�'% _ Y THECONTRACTORS DISCRETION AND SHOULD BED=rERMINED 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. a /:.;` �'✓ PARKING NOTE: t. THIS PROJECT PROPOSES TO UPGRADE(11) STANDARD PARKING `-n'14�1 1W :far r. .H !� '.: C� - � _� ; •� STALLSTO (G)EV CAPABLE PARKING STALLS. '• �+� � `si`,`'� � _ f I .` � REFERENCE NOTE: .`x $, .� _ '+•. .: + c - - �Ae \\, 1, SEE PROJECT LEGEND ON SHEET C04M FOR SYMBOLS AND UNETYPE • - ,mil - - _ DESCRIPTIONSir .ti sti :1 It 1 MASTER SITE PLAN Volta 155 DE HARO STREET SAN FRANCISCO. CA 94103 Kimsey))) Horn New York O 2023 KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK. P.C. I N LEXINGTON AVE SURE 5D5 WHITEPWNS. NY IM01 PHONE'. (9M4 6&9199 W,VWIOMLEY-HORN.COM ©IiF.i�IGiLSI�® 111,11111111,-111, 111,11111111,-111, 11♦1111111♦-11♦ _IIIIIII■—Illlf ISSUE DATE 09/25/2023 ISSUED FOR PERMIT SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 01-0 a 1i .. SHEET TITLE MASTER SITE IMAGE REFERENCE: . .' AERIAL IMAGES) PROVIDED 0Y NEARAIAP PLAN 1•�S� r 1I T- ` - IMAGERY 62022 Nesmap, HERE N SCALE IN FEET. SHEET NUMBER GRAPHIC I I �.11 • I •t.1��./( • a 7s 150 -- J current Uecrcnangel I ,,I CI -00 Vic: c k`- 7' U PROPOSED UNDERGROUND CONDUIT 3 SECTION E2-00 SHEETS FR DETAILS) (SEE ELECTRICAL SHEETS FOR DETAILS] NTION 03 VO TACHARGIG STAtfi 23 F= EVCS FOUNDATION �-p2 C3,.03 PROPOSED UNDERGROUND(BOREDU3 IT E2-00 SECTICTI8ON CONDUIT (SEE ELECTRICAL SHEETS FOR DETAI LS) PROPOSED UNDERGROUND CONDUIT - % l SECTION A (BORE 2407 E2-00 (SEE ELECTRICAL SHEETS FOR DETAI- VOLTA L2 CHARf,N 23 I'1 EVCS FOUNDATION C3.02 C3.03 i I t • �, _ ENLARGEDSITEPLANI "'I� f (SEESHEET C2.00 FOR DETAILS) 0 OVERALL SITE PLAN PROPOSED EXTERIOR ELECTRICAL AREA / (SEE ELECTRICAL SHEETS FOR DETAILS) / 3 PROPOSED UNDERGROUNDWNDUIT QJXI SECTIOND(RA,ID-TRENCH I2(7) (SEE ELECTRICAL SHEETS FOR DETAILS) 1 EXISTING POWER POLE i6 23 VOLTA 12 CHARGING STATION 04 C3-02 C3-03 EVCS FOUNDATION • I PROPOSED NEW SERVICE TIE-IN _/ CONTRACTOR TO COORDINATE KITH LOCAL UTILITY ENLARGED SITE PLAN 2 (SEE SHEET C2-01 FOR DETAILS) PROPOSED UNDERGROUND CONDUIT SECTION E(BORE 3129) E2-00 © 'iry - I (SEE ELECTRICAL SHEETS FOR DETAILS) .� APPROXIMATE PROPERTY LINE (TYP.) PROPOSED UNDERGROUND CONDUIT 3 SECTION F (BORE 280) E2-00 LI — — — — — — (SEE=LECTRIC=L SHEETS FOR DETAILS)— - 4 VOLTA L2 CHARG NG STATION t 1 EVCS FOUNDATION W/6' CONCRETE PTO C3-02 C3-03 {) 51 T C' t VOLTA L2 CHARGNG AT Nne 16 23 EVCS FOUNDARDN C342 C3,03f PROPOSEOUNDERGROUND RENCH CONDUIT 3 SECTION G (HAND -TRENCH 215) (` IT I.I (SEE ELECTRICAL SHEETS FOR DETAILS] VOLTA L2 CH RGINGSTATIONO7 16 23 EVCS FOUNDATION C302 C3.03 '- Iy T ablg -' PROPOSED UNDERGROUND CONDUIT 3 I SECTION H(HAND-TRENCH 32D7 E2-00 (SEE ELECTRICAL SHEETS FOR DETAILS) `.ARC VOLTA NG STATION OA EVCS FOUNDATION C3-02 C3-03 -_ A �,=----�;---- ;-J EXISTING FENCE TO REMAIN AND BE PROTECTED 7 mom `Q) s CONSTRUCTION NOTES: 1. CONTRACTOR RESPONSIBILITIES CONSISTS OF, BUT NOT LIMITED TO. CHARGING STATION MOUNTING, FOUNDATION CONSTRUCTION, CONDOR INSTALLATION. AND HIRING. 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 FIELDVERIFY ALL STALL DIMENSIONS AND ALL EQUIPMENT LOCATIONS TO ENSURE SUFFICIENT SPACE IS AVAILABLE 6. VOLTA KILL MAKE EVERY EFFORT TO FOLLOW. WITH THEIR PROPOSED CONDUIT. AN EXISTING CON QUIT ROUTE FROM ELECTRICAL ROOM TO PROPOSED STATION PLACEMENTS WHEN AN EXISTING ROUTE IS NOT AVAILABLE. VOLTA WILL MAKE EVERY EFFORT TO CONCEAUHIDE. PAINT AND MINN IZE VISUAL IMPACT OF CONDUITS ANYWHERE THEY MAY BE VISIBLE TO THE PUBLIC. 7. CONTRACTOR IS RESPONSIBLE TO LOCATE ALL VERTICAL AND HORIZONTAL UD UTIES PRIOR TO DIRECTIONAL BORING. ANY ALTERATIONS TO THE PROPOSED CONDUIT ROUTE ARE TO BE COORDINATED WITH THE PROFESSIONAL ENGINEER(S) PRIOR TO CONSTRUCTION. 8. ANY ITEMS TO REMAIN THAT ARE DAMAGED BY THE CONTRACTOR SHALL BE REPLACED TO THE DO"NG CONDITION OR BETTER AT THE CONTRACTOR'S EXPENSE. 9. CONTRACTORTOLOCATEJUNCTIONBOXORAPPROVEDALTERNATIVE FOR SITE SPECIFIC RUN LENGTHS AND BENDS. 10. DEVIATION FROM FLAN 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. THISPROJECT PROPOSES TO UPGRADE(11) STANDARD PARKING STALLS TO (B) EV CAPABLE PARKING STALLS. REFERENCE NOTE: 1. SEE PROJECT LEGEND ON SHEET CO0I FOR SYMBOLS AND UNE TYPE DESCRIPTIONS. PARKING DATA TABLE ENSPNG PROPOSED p.GE SlAXOARp 690 1. 3 STALLS TO BE DEDICATED 10 EV CHAR4 D STATCNS ACLE59BIE 37 37 0 SITE DATA TABLE S0. TT. ACRES (3) AON59Q1 BOOMS 270 GDOfi TOTAL INPERN[YS 216,117 5.65 IMAGE REFERENCE: AERIAL IMAGES) PRO VIDED BY NEARMAP IMAGERY02022Nearm7p, HERE ti nearma LLL G___RAPM�CSCCAL��EIN FEET IN • 0 0v neN:Uer CnanSe�•rr P i Volta 155 DE HARD STREET SAN FRANCISCO, CA 94103 Kimley>>> Horn New York O 2023 KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK. P.C. i N LEXINGTON AVE SUITE505 WHITE PLAINS, NY 10631 PHONE (914)-36&9199 VWVWIIMLEY•HORNCOM REV DATE DESCRIPTION BY 1 OSA332022 CD1005 PEP 2 ORJ302022 CD100P GJB 3 OB/J12023 CD1005 ESP 4 0225202] CD1005 KJI ISSUE DATE 09/25/2023 ISSUED FOR PERMIT SE OF New CP ELLO Fq/ 09 tC O / FO "'mE3500 ♦E W rTISA 1_NTI]NOFLAWFORANY PPER N. ' UNLE55THEYAREACRNGUNDERTHE DFECNCNOFAUC SEDPRDFESSKINAL Q:GINEER.TOALTERT 5OOMU . SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 SHEET TITLE OVERALL SITE PLAN SHEET NUMBER C1-01 PROPOSEDUNDERGROUNDCONDUIT SECTION B (BORE x35)1 (SEE ELECTRICAL SHEETS FOR DETAILS) CONTRACTOR TO INSTALL TREE PROTECTION FENCING 3 PRIORTOANYCONSTRUCTIONACTIVITYMP3 EXISTING TREE TO REMAIN. CONTRACTOR TO ENSURE APPROXIMATE PROPERTY LINE(TYP.) THEREW(LLBENO DISTURBANCE OF TREES DURING -- THE CONSTRUCTION PROCESS(TYP.) 111alip'sIIiiiiiiiiiI EXISTINGCONCRETESTAIRSTOREMAIN. CONTRACTOR TO PROTECT IN PLACE 1 ,ff 1 i I I � I I EXISTING PARKING STALL TO BE CONVERTED INTO STANDARD EV STALL ENLARGED SITE PLAN i PROPOSEDUNDERGROUND CONDUIT SECTION A 03ORE.4U) (SEE ELECTRICAL SHEETS FOR DETAILS) -EXISTING TREETO REMAIN. CONTRACTOR TO ENSURE THERE KILL BE NO DISTURBANCE OF TREES DURING THE CONSTRUCTION PROCESS (TYP.) / 3 PROPOSED UNDERGROUND CONDUIT \ Q-00 SECTION C(HAND-TRENCH S20) PROPOSED UNDERGROUND CCIIDUIT SECTION D (HAND -TRENCH Q-00 PROPOSED APPROX 4 FT MAX C&03 Hr7GHi WALL (IYP.) 6 12 EV SIGN POST C3At C3-01 (TIP.) b EXISTING PARKING STALL TO BE CONVERTED INTO STANDARD EV STALL 5 6 EV STRIPING EXISTING PARKING STALL TO BE C34X1 C3-00 (TYP-) CONVERTEDI NTO STANDARD EV STALL Ivolta k 155 DE HARD STREET SAN FRANCISCO. CA 94103 } 9 ' Kimley>>> Horn - New York „ _ - 02023 KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK. P.C. • 1 N LEXINGTON AVE SURE 505 " WHITE PLAINS. NY 10601 - PHONE- (AM -36&9199 W W..KIMLEY-HORNOOM PROPOSED NEW SERVICE TIE-IN. CONTRACTOR {. TO COORDINATE WITH LOCAL UTILITY i6 23 VOLTAL2CHARGINGSTATION04 C3-02 CS1Y3 EVCS FOUNDATION REV DATE DESCRIPTION BY 1 OBN32022 CD100s PEP 2 OS130Z022 CD1003 GM 3 0813IM23 CD1DDs ESF 4 09252023 CDIW. K.A ISSUE DATE 31 PROPOSED APPROX 4 FT MAX !� C3-03 HEIGHT WALL (TYP.) 09/25/2023 ISSUED FOR ` 8 12 (GV 'YP-) POST PERMIT .. S .. 6 EV STRIPING SECTION E (BORE t12U) (SEE ELECTRICAL SHEETS FOR DETAILS) PROPOSED UNDERGROUND SECTION F (I (SEE ELECTRICAL SHEETS FOR ®m tE OF NEIV '�P \E`LO Fq Oq O 09006� F W �DTf5510NK1 09/2�/7019 R u A VKKATI]N CF UIV fdl PNT PERSON. UNLESSTIEYAREACTLVGUNDER THE ORi OFALICPNSEDPR OfE5510N. �GNEEGl'lEER.TO ALTERTHIS DODuupR. 3 SIX FLAGS THE �°° GREAT ESCAPE ONDUR 3 PHASE 1 IRE Q-00 IETAILS) 1172 U.S. 9 QUEENSBURY, NY 12BO4 SHEETTITLE ENLARGED SITE ti PLAN EVCS 01-04 GRAPHICSCALEINFEET SHEET NUMBER 0 25�10 CZ-00 1 wle PROPOSEDUNDERGROUNDCONDUR 3 SECTIONG(HAN0.TRENCH415) E2-00 (SEE ELECTRICAL SHEETS FOR DETAILS) EXISTING CONCRETE SIDEWALKTO REMAIN. CONTRACTOR TO PROTECT IN PLACE (TYP.) EV STRIPING 5 6 EXISTING PARKNG STALL TO BE •CONVEE)J7NTO STANDARD EV STALL APPROAPAATE PROPERTY UNE (TYP.) 1111- „ 11111■ „ 1111111 . , 11� , v 11111■ , , Y tP PRIORTO ANY CONSTRUCTION ACTIVITY(TYP.) I C3.00 _ ! STING TREE TO REMAIN. CONTRACTOR TO ENSURE 1EREWILLBENO DISTURBANCE OF TREES DURING , THE CONS'TRUCTIONPROCE55(TYPjI! TWO EXISTING PARKING STALLS TO BE CONVERTED INTO STANDARD EV STALL VO A HARGIN STAT ON 05 i6 23 ./ EV CS FOUNOATIONWITCONCRETE PAD C3.p2 C3-03 1 /R t/ e/�PROPODUNDERGRWNDCONDUITSECTIONF(BOREt60'YI PROPOSED UNDERGROUND CONDUIT 3 SE Elm (SEE ELECTRICAL SHEETS FOR DETAILS) SECTION E(BORE t120) (SEE ELECTRICAL SHEETS FOR DETAILS) !� VO TA L2 CHARG NG STA DN 06 EV16 CSFDUNOATICN C3-02 C /4 Y�4 ENLARGED SITE PLAN 2 GOC WN90TVW1 5 6 EV STRIPING dm c3m (ivP.) IXL5R N3 FENCE TO REMAIN. CONTRACTOR TO PROTECT IN PLACE (TYP.)' B t2 EV SIGN POST C3-01 C301 RYP.) NN EXISTING PARKING STALLS TO BE CONVERTED INTO STANDARD EV STALL e— IXISDN3 CURB TO REMAIN. 1 " CONTRACTOR TO PROTECT IN PLACE (TYP.) }+yp 15 4'IM1ACT CETERREI iw C3.01 BOLLARD (TYP.) 1 16 23 VOLTA L2CHARG NG STA ON 08 C3-02 C3-03 EVCSFOUNDATION 5 6 EV STRIPING I 11pp�I�gqpp A,? ��p4yypp���R�®���//�� pI,�� C3m Cam Try P.1 ECG` �WRL G9C61MIIGEN 5 6 EV STRIPING Cam C3o0 (Iom.) 16 23 VO TA CHARGING STATION O] C3-02 C3-03 EVCSFOUNDATION ] PROPOSEO 4' WHITE STRIPING \ Cypp I SPACED 24' O.C. ® 45` (TYP.) 3 PROPOSED UNDERGROUND CONDUR Volta 155 DE HARD STREET SAN FRANCISCO. CA 941 D3 Kimley>>>Horn Nev; York O 2023 WMLEY•HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK P.C. 1 N LEXINGTON AVE SURE 505 WHRE PLAINS, NY 10601 PHONE. (914)368.9199 WMAV.IOMLEY-HORN COAI ®��m MIMMIIIIIIIIIIIII1113 MEMO 11♦111111■-11♦ 11.1111--11♦ \_11111111■--J ISSUE DATE 09/25/2023 ISSUED FOR PERMIT Of NEIVY lP �l1-O F/YY D W �0 9o06A`t PE5510N 07/l5/1019 R G AVKKAT1}I OFIACV NGIANYPERSON, 11ECT-OFA RO11VG11NOEATHE O-EEOFAl1O R-EEO-0TFAI GPIEEP, TOALTER IRIS oo..uHuti. SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 SHEETTITLE ENLARGED SITE PLAN EVCS 05-08 SHEET NUMBER C2-01 1. UNLESS NOTED OTHERWSE• THE FOLLOWING NOTES RELATING TO THE 'SITE DETAJLS SHEETS SHALL GOVERN. 2 COMPRESSIVE STRENGTH OF CONCRETE FOUNDATION SHALL BE MINIMUM OF 4.50C PSI AT 28 DAYS WITH MAMMUM MCM RATIO OF Q45 AND AIR -CONTENT OF 5%-1-1.5%. 3 MINIMUM YIELDSTRENGTHOFREINFORCEMEM TO BE 60,000 PSI (ASTM-A615). 4- REFERENCE CIVIL AND ELEC DRAWING FOR EQUIPMENT LAYOUT, LOCATION OF CONDUIT, ETC 5- FINALANCHOREOLTANDPOLE DESGNINCLUDINGSZEAND CONFIGURATION ARE BY MFR 0. BEFORE STARTING ANY WORK THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON THE SITE AND REPORT ANY DISCREPANCIES IMMEDIATELY TO THE ENGINEER 7 NO GE TECHNICAL ENGINEERING REPORT WAS PROIDED BY THE OWNER. FOUNDATION DESGN IS BASED ON A MINIMUM OF 1 SDO PSF NET ALLOWABLE BEARING PRESSURE ON UNDISTURBED NATURAL SOIL OR COMPACTED FILL UNLESS OTHERWISE NOTED. 6. UNLESS OTHERWISE DIRECTED BY THE OWNER. ALL FOUNDATION WORK RELATED TO INSTALLATION OF REBAR SMALL BE INSPECTEO BY OTHERS. 9. IOMLEY-HORN AND ASSOCIATES. INC. IS NOT RESPONSIBLE FCR THE DESGN OP THE EOUPMENT OR ANCHORAGE TO THE FOUNDATION. MANUFACTURER SHALL SUBMIT LOADS TO ENGINEER FOR RECORD KEEPING PURPOSES ONLY. 10. DESIGN IS BASED ON THE SPECIFIC EOUIPMENT SHOWN IN THESE DRAWINGS AND ILLUSTRATED ON THE VOLTA CUT SHEETS. 11. ALL MATERIALS SHALL BE IN ACCOROANCE%MTH THE LOCAL DEPARTMEM OF TRANSPORTATION SPECIFICATIONS. 12. ALLFOUNDATIONS ARETOINCLUDECOMPACTEDSUBGRADEAND MINIMUM 6' COMPACTED STONE BASE UNLESS OTHERWISE SPECIFIED. 13. BUILDING CODEJEC-1018 DESIGN PARAMETERS (PER ASCE 7-16): VANE) SPEED: 108 MPH EXPOSURECATEGORY. C TOPOGRAPHY CATEGORY 1 RISKCATEGORY II SEISMIC PARAMETERS: Ss=0.259 51 = 0.0599 SITECLASS: D FROST DEPTH: 65' FEMAFLOODZONE X NOTE BOLLARDS ARE NOT DESIGNED FOR FULL 6 KIP IMPACT LOADS UNLESS OTHERWISE NOTED AS •VEHICULAR RATED'. TREEDRIPLINE SENSITIVE ITIVE AREAS ,'' ... TREE PROTECTIONMIGH VISIBIUTY FENCING — — �UMRS OF DISTURBANCE HIGH WOO NOTE FURNISH AND INSTALLTEMPORARY HIGH-VISBILTTY FENCING AT CONSTRUCTION LIMITS PRIOR TO ANY LAND DISTURBANCE I GENERAL NOTES N.T.S. i I NOT USED N.T.s. 2 I TREE PROTECTION N.T.S. 3 I NOT USED FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS Volta Charond STRIPING GUIDELINES SURFACE PREP FR9wcrs LEHEHi�AWNALT (MCKGRWNP. c.n.r�awc. aronv• arm...eor_ BRANDED STRIPING ASPHALT PREP AV-0h EV STRIPING GUIDELINES Yoko Gharrong STRIPING GUIDELINES p — omwrnTDBwr — © ACCESORIES E N1EF1 SNR9 rtvnrc.�.nnnnm..ul vrvM 2AECf55ATSLEuv�an Farce4.Nn. LlIR95 Now.�nuxx oa aneurac yaro ur.,Lg.f re upcW.4 u.roa.a wn e+ot(q v �Im.ma-4 wmon LERER9 EVCHARGING T ASPHALTPREP �W+yh Teav�uriaNi' nwpuoro�vapv��.Nr �"Ofia 5 I EV STRIPING GUIDELINES 6 I NOT USED 7 Volta 155 DE HARO STREET SAN FRANCISCO. CA 94103 Kimley>>> Horn New York 02=I MMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK, P.C. 1 N LEXINGTON AVE SURE 505 WHITE PLAINS NY 108D1 PHONE: (914).3669159 W wWmMLEY-HORN COM REV DATE DESCRIPTION BY 1 OM32022 CDID05 PEP 2 OM02022 CDIW0 GA 3 OB1312023 CDIDO5 ESF 4 ()Rn 2 23 CD1Ws u ISSUE DATE 09/25/2023 ISSUED FOR PERMIT SE OF NEW y 4P �LAFq Oq O / W Osp,,�09006T W� W "'vTE5510gPV py/�/�� R IS A VpIATI�N OF L4WV TOR fNY PERSW, UECTM OFAU AOTIVDUNp ERTHE ORECTION OfA HCENSE PSIONAI C DIGNEER,TOAIIERTHISI OONUEI?. SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 SHEET TITLE SITE DETAILS SHEET NUMBER C3-00 II CAP STEEL PIPE POST KITH 2-2 STEEL (HOT DIPPED GALV) CAP OR ENGINEER APPROVED EQUAL EV PARKING SIGN (SEE DETAIL 12. THIS SHEET) Uw� Ow SIGN POST /2I7SOSTEELHOTIlPPEDGALV) �U O< f� ARE POST CA b3OT STEE OP J STEEL (HOT DIPPED GALV) VU (2) (2) STEEL BOLTS (HOT DIPPED GALV). (-BOLTTO BOLT SPACING WITH WITH 3/4MINIMUM EDGE) 3"M6 EX GRADE o DU�\\.�\j'. "\UNUISTURBE fY,.ATIVE SOIL 6/ O 'CONC. BASE � NOTES. 1. SIGN TO EE GREEN(PANTONE 355C) WITH WHITE LETTERING AND MUST BE REFLECTIVE LETTERING. 2. TO SE PLACED AT HEAD OF PARKING STALL. 3 POST MOUNTED OBJECTS PER ADA CODE SECTION 113-307.3. 4. THISOETAILSHALL ONLY BE USED WHEN SIGN POST IS LOCATED OUTSIDE OF PARKING LOT PAVEMENT AND 2' MIN. CAR OVERHANG ZONE SIGN POST N.T.S• 8 NOT USED N.T.S. 9 FOR REFERENCE ONLY. DESIGNED AND PROVIDED BY OTHERS. ELECTRIC VEHICLE CHARGING SIGN INSTALLATION HEIGHT: ALL SIGNS TO BE INSTALLED AT EG' ABOVE FINISH FLOOR. IF SIGNS ARE LOCATED WITHIN AN ACCESSIBLE ROUTE THEY WILL BE INSTALLED AT 8(rABOVE FINISHED FLOOR. MEASUREMENTS ARE TAKEN FROM BOTTOM OF LOWEST SIGN. SIGN REQUIREMENTS N.T.S. SI I 12 I NOT USED NOT USED 13 I NOT USED 10 I NOT USED BY OTHERS. 04- STEEL( OT DIPPED BOL FILLED W INSTALLED WITH YELLOW BOLLARD SLEEVE = WHITE REFLECNVE TAPE POST GUARD BOLLARDCOVER CLI3E6G, OR APPROVED EQUAL voila 155 DE HAIR. STREET "AN FRANCISCO, CA 94103 Kimley)))Horn New York O 2023 KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK. P.C. 1 N LEXINGTON AVE SURE 505 WHITE PLAINS. NY 10601 PHONE: (9 lWM9199 WWW KIMLEY-HORN COM REV DATE DESCRIPTION BY 1 G="22 CDIDh PEP 2 O&O3 n CDIDO. GJB 3 DB(112023 CDIDOS ESF 4 0J252023 CDIW. KJI ISSUE DATE 09/25/2023 11 ISSUED FOR PERMIT OF HElyy tiP\FylA Fg7s 9 O C 0900g� k Gies p9/u/JOL� ITGA VK)IATI}! OF LAW FOR AHY PERSON. UNLESS TIEYAREAOTYG UNGER THE D,,, OF IIOENSED PROFESSIONAL DEER, TO ALTER THIS DOM IMDR. I EXGRADE SIX FLAGS THE \�.�\\`=�\; �\. • I\;�\�\�:: ` GREAT ESCAPE PHASE 1 UNDISTU -I i• NATIVE SOIL,. ;\\;� gUEENSBURYSNY 12804 CONCRETE FOOTING I I f \ / Llj % SHEET TITLE SCLR O10' NOTES. 1. CONTRACT OR TO ENSURE PLACEMENT OF BOLLARD DOES NOT IMPACT VISIBILITY CF STATION SITE DETAILS SCREEN. 2. CONTRACTOR TO ENSURE BOLLARD PLACEMENT DOES NOT OBSTRUCT 3' DOOR SWING ON BOTH SIDES OF THE MEDIA STATION. 3 BOLLARDSLEEVES SHOULD BE CUT IN THEFIELDAND ARETO BETHE HEIGHTOFTHESTEEL SHEET NUMBER (HOT DIPPED GALV) POST AND SAW HOLE GUT IN THE FIELD TO FIT OVER THE STEEL (HOT DIPPED GALko $HALL ONLY B SEDBOUARDINTO.ATIOSH WTHIN AN OE 4. THISCETAILSHALE BCU-AR USEDARDSLDVETOBEFLUS WITHGRACE EXTERIOR PARKING LOT. S. THIS BOLLARD IS NOT DESIGNED FOR VEHICULAR IMPACT. _ C3 01 14 sT 15 N.T.S. FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS. FRONT CHARGER SPECIFICATIONS: SIZE: H 85.0"a W36.5"a D 15.S' WEIGHT. 70011 s CORD LENGTH 19 POKER TYPE: 20S24DVAC, 46A (MAX). 10 WJ MAX PLUG' SAE 1IP30OMPUANTCONNECTOR LISTINGS UL E354307 POWER REQUIREMENTS CHARGING UNR'. W P 208240V BREAKER SrA IONAUXPOWER 20N1P120VBREAKER NOTES: 1. THE GRIP RANGE FOR THE CHARGE CABLE BEGINS AT 38.5' ABOVE PARKING SURFACE 2. SEE DETAILS 17819. THIS SHEET FOR MORE INFORMATION. BACK NOTE: 1. REFER TO DETAIL 18 FOR BASE PLATE ANCHORAGE N.T.s. 16 I VOLTA V4 BASE PLATE FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS. -1-- O Tech Specs 0 LEvel2HImIj nlDn -Box professional Data sheet innogy lPaartYV :IDKtm Rert<WaT,nV - AaP/• LpevaTt i.rr4lU� ITMC•m, aA .. mxan a:r,�a.lnt R uR Arrr Nne]!Y rSi�m�ae9ly 1mmuG.fY arrraDt ave,�ss aFSS'R. G'R ion R-Ax FSxIn �uuni VOLTA V4 EVCS CUT SHEET 19 Tie e8>avakzaavl6 rw; Gesn erNNsa rcvra mgv.On:eQxsCNa eBwraybaaanetlwi+ Ve ArcC N>Mn4 e� .r,..'Elran3,E oeace.msdr.av F.4se•ikr Tcc �azasxcAcc,uDs aeaan,..ar Ico�nP,.xr.I,�F. :aa:r.evc>.<ren 20 FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS • < a ' STEEL (HOT DIPPED GALV) CHARGING — — STATION BASE PLATE �•• • _ — EVCS FOUNDATION ' — — (SEE DETAIL, SHEET C3-03) . •, CHARGINGSTATION CHARGING STATION BASE (a5) PROPOSED CHARGING STATION ANCHOR HOLE (SEE NOTE BELOW) STEEL (HOT OIPPEO GALV) CHARGING STATION BASE PLATE CHARGING STATION BASE PLATE NOTES 1. CONTRACTOR TO VERIFY POST INSTALLATION OR CAST IN PLACE ANCHOR AS LISTED BELOW BASED ON FIELD MEASUREMENTS AND JURISDICTIONAL REQUIREMENTS. 2 COMRACTOR TO VERIFY EXISTING CONCRETE SLAB THICKNESS AND MAINTAIN 7MINIMUM COVER OF CONCRETE BELOWEMBEDDEDANCHORS. 3. REFER TO DETAIL I] FOR BASE PLATE DIMENSIONS. CAST IN PLACE ANCHOR MINIMUM EFFECTIVE EMBEDMEW OF T CR ENGINEER APPROVED EQUAL POST INSTALLATION MECHANICAL ANCHOR. (41518' DIAMETER HILTI KB-TU ANCHOR WITH MINIMUM EFFECTIVE EMBEDMENT OF 3-1W OR ENGINEERING APPROVED EQUAL N.T.s. 17 I VOLTA BASE PLATE ANCHORAGE FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS. O eBox professional 0 Data sheet innogy dd.Cew-_ _ ce�q ate. �.,P,�„,�p.dw..n•„F� „mA N.....e........u.. c.....e�+ro,...,.aarawrn+.n.�.arwn..nwr aa...R ^i yd " n. 21 I NOT USED Volta 155 DE HARD STREET SAN FRANCISCO, CA 94103 Kimley) Horn New York 02023 KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORX P.C. 1 N LEXINGTON AVE SUITE 505 WHITE PLAINS. NY 10601 PHONE: (914)�6B-B193 WMMKIMLEY-HORN.COM Ill�l��m Ill�liifiiifii�® 111,11111111,-111,, III,11111111,—III, 111,11111111,-111, -111111■-11♦ II■IIIIIIII,—III, 18 DATE ISSUE 09/25/2023 ISSUED FOR PERMIT tEOF Neiv 4P DLO Fq] 09 O / }1 O ° 090060E � �OFFSS1011HV 09/l5/lvl9 R O A VKxAT1O4 GF uwFOR ANY PERSON, U NLE55 TIEYARE ACTINGUNDER THE O ECTNIEE OFF ALTERTDPROF 1YE,rt L SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 SHEET TITLE SITE DETAILS SHEET NUMBER C3-02 22 ' I CHARGINGSTATIONFOUNDATION (SEE NOTE 1) HOUSEKEEPING PAD CONTRACTOR TO ENSURE 3.0' I (SEE NOTE 4) A � CONCRETE FOUNDATION ANDGRADEAREFLUSH WSTING GRACE - _ --- o --_ L INSTALL 12' COMPRESSIBLE JOINT FILLER WHERE FOUNDATION ABUTS EXISTING EVCS PAVEMENT OR CONC. PAD(TYP,) 21MAX MIN. B' CONC.PADTSTHOBE OTOENSMIs Ir f CNNCT FNBTO BACKTT OHF uJ - - - - I CHARGING STATIONBASEPLATE (SEEOETN LI]ONSHEETC3-M 7'CLR I U ' � � . 1� 'II EVCS ANCHOR(iYPJ {�,3 ¢ �4 (SEE NOTE 3) REBAR CONFIGURATION CHARGINGSTATIONI , PER DETAIL 30 FOOTPRINT � 3"CLR - � .k.J.k� CONCRETE FOUNDATION � }v ov -CKTN) (SEE NOTE I) FOUNDATION SHALL E INSTALLED ON A COMPACTED BASE V4TH 1 FT MINIMUM DEPTH OF FREE DRAINING AGGREGATE FILL NOTES. 1. SEE DETAIL 30- FOR FOUNDATION VARIABLES. NOTES: 2 EXISTING GRADE AROUND EVCSS INSTALLED IN ISLANDS CAN BE GRASS OR FILLED WITH 1. SEED AIL 30-FOR FOUNDATION VARIABLES. REINFORCED CONCRETEAT*1 @ 17 D.C. PROVIDE I? COMPRESSIBLE JOINT FILLER AND 2 SEEDETA1L24-FORPARKINGLOTINSTALLKNONS. POURED SEPARATELY. 3. SEE DETAIL 29-FOR PARKING GARAGE INSTALLATIONS. 3. KHAIS NOT RESPONSIBLE FOR THE DESIGN OF EQUIPMENT OR ANCHORAGE TO THE 4. CONTRACTOR TO ENSURE HOUSEKEEPING PAD DOES NOT EXTEND BEYOND THE FOUNDATION. ANCHORAGE SHALL BE PROVIDED BY THE EOUIPMEdT MANUFACTURER AND FOUNDATION PERIMETER ARE ASSUMED TO BE CAST -IN -PLACE PER MANUFACTURER RECOMMENDATIONS. V4 EVCS FOUNDATION SCALE 23 V4 EVCS FOUNDATION SECTION A -A SCALE 24 NOT USED SCALE 25 NOT USED SCALE 28 N.T.s. N.r.s. N.T.S. N.T.S. EVCS PAD FOUNDATIONS N70TH THICKNESS RESAR RESAR RESAR OTY, CONFIGURATION (Yn (n DYERS SIZE (PER LAYER) 4 3.25 2-W 2 !!5 4 NOTES 1. FOUNDATION WAS DESIGNED IN ACCORDANCEWITH MIS INTERNATIONAL BUILDING CODE (IBC). ASCE 7-16. AND ACI 318-14. 2 PRESUMPTIVE SOILS WERE ASSUMED PER 201E IBC TABLE 1 W62 3, FOUNDATION SHALL BE INSTALLED ON COMPACTED SUSGRAOE WITH SASEWIIH IFT MINIMUM DEPTH OF EDRAINING AGGREGATE FILL (UNLESS OTHERWISE I 4. VOLTAV4 ELECTRIC VEHICLLECHARGING STATION BE ROTATED AS EEDED ON PROPOSED FOUNDATION BLOCK 5. ALL EQUIPMENT ANCHORAGE MUST BE CAST -IN -PLACE ANCHORAGE SHALL BE INSTALLED PER MANUFACTURER SPECIFICATION& CALE SCALE SCALE SCALE < NOT USED S„_ 27 NOT USED _ 28 NOT USED 29 EVCS VARIABLE FOUNDATIONS TABLE „r 30 (IF REOURE01 1 WALL (MODULAR BLOCK) 31 I NOT USED 32 I NOT USED 33 1 NOT USED volia 155 DE HARD STREET SAN FRANCISCO, CA 94103 �Kimley)>>Horn New York 02023 K]MLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK. P.C. 1 N LEXINGTON AVE SURE 505 ""IT E PLAJNS. NY 10301 PHONE: (914)�669199 VNAM10MLEY-HORN.COM 110111MMIIIIIIIIIIIII1101 ©r;r-r"T"M MIIIIIIIIIIIII[m 111,1111111.-111, 111,11111111,-111' 111,11111111'-1111 111,11111111,-� -111111■-111, ISSUE DATE 09/25/2023 ISSUED FOR PERMIT --*i� os1.z.71 se RU A VIOIAPCN OF UIV FOR ANY PE-.ONlE55 T1EYARE RORVGUNDEA THE ,ECTKx OF ANCENSEDPROFESSIONAL ENCtIEER.TOALTERTHISD000 T. SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 SHEETTITLE SITE DETAILS SHEET NUMMR C3-03 34 EXTERIOR AREA FOR ELECTRICAL EQUIPMENT (4) R3" AWG • (1) W AWG NEW BOON 200A FUSED GNDIN 2-1l CONDUIT NEMA 3R SERVICE RATED LOCATION OF METER TO BE DISCONNECT SMTCH COORDINATED KITH UTILFTY. PROPOSED 480V POLE-MOUMED UrILRY TRANSFORMER N (4) "a AY.G IN 2-1? CONCUR II I CHARGER PoV.ER AUXIDAR POVrER I LEVCS 03 — _ COND'JRSECIpNO U%ILIARY CHARGER POWER PoVER EVCS 02 R6 AWG DEC TO X/ XB COPPER CLAD GROUND ROD R310 AV"G . (1) R4 AV.G GND 2-1/2-CONDUfT 480V-208Y/1201, 150 KVA TRANSFORMER 2 SETS OF (4) KVD AWG • (1) A2 AWG ONO EACH IN 2-12 CONDUIT NEW PANEL'VI' NEMA 3R RATED CODA MCB 208Y]120V 1 f - II ---- -I I I f- I I I Po ICPoYrER I I J L CO —SECTION EE C I F I CPoVF_RR II AL. I I PcA II LEVCS DS _ _ J L cwwrrsErnon c I I UALLAR I POAN'ERR MWSR I 1 PANEL NOTE: CIRCUIT GENERAL NOTES BREAKER LOCATIONS ARE SHOWN FOR GRAPHICAL 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 PURPOSES ONLY, SEE APPLICABLE JURISDICTIONAL REQUIREMENTS AT THE TIME OF CONSTRUCTION. PANEL SCHEDULE FOR SPECIFIC CIRCUIT NUMBER 2 ANY PAVEMENT DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR TO PRE -CONSTRUCTION CONDITIONS OR BETTER. AND LOCATION ON PANEL 3. CONTRACTOR SHALL USE THWN COPPER CONDUCTORS. 4- CONTRACTOR SHALL USE EMT INSIDE AND OUTSIDE ABOVE GRADE MERE NOT SUBJECT TO DAMAGE CONTRACTOR SHALL USE RGS INSIDE AND OUTSIDE ABOVE GRADE MERE SUBJECT TODAMAGE CONTRACTORS ALL USE PVC SCHEDULE BOUNDER PAVED OR SIDEWALK AREAS AND PVC SCHEDULE 401N DIRT OR LANDSCAPED AREAS. S. 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 SENDS — AUXILIARY CHARGER PoVER POSYH2 CONaLREGECTI>IG CHARGER UXIUAR I POVYIIi POWER I _ _EVCS DT J PaN S1:2 PImaM PaM Vi 1sY+m E nl Encv lcUcd Neu Vds: 2— PMr. W HaN. W WAltB A4n AX: &aeh AI EN^1(N`cAW' ]R MTG. 140enr 4W Frsw.Grn.+e F ELM, 6ar.lrcA Cwe. Pawl Gr4 DetupmdlmO5erve4 SPACE CHANGING STATION S 060 Et Po 2 Wua ....... see Nol:CHANGINGEVC A ... A ese 430 C._ — CKT Ih�CKi ..1 3 W 2 4 6 -- A bL APB e - C —._— 4A0 Wre-_AmP'ml� See N¢te5 e de ]' W M -. 2 Descrpa�01LPu0 Serve4 _..... CHARGING STATION ELLS 02 CHARGINGSTATON-01 CHARGING STATION EVC50f 60 20 3 1 See11-3 See Nele ] 16➢ ] B I SPACE 440 SO 9 It f0 t2 440 I I 4fi.0 SeeN-3 Go 2 CHANGINOSTATONEVC506 SPACE - CMARGINO STATION M. 03 20 20 1 See No4]_ SD 13 16 ND ..—._..I--. _ 4D.0 see Note]I 6D 2 CHARGMO STATION EVC506 CHARGING STATION ELLS OS 6G 2 See — Go. 4D 12 1 20 KD 40.0 See Nde]I W 2 CHARODIDSTAi10NEVC506 CHARGING STATION MS. 20 1 see NOR] SO 21 1 ?2 D I NARGINGSTATIONEVES. CHAROINO STATION EVCS OT fi0 2 sae Mote] MD 2J 25 1f 20 SO see Note ]I M 1 CHMOIN O STATION MS D6 SPACE CHARGING STATION EVCSW 20 1 be¢Nohb 6.0 2r I. i SPACE SPACE '3I ]0 1 Go I CHARGING STATION MS Oi obl APhme 1+40 ll+D 1500 A4.0 15J.0 —o T-IA—. Ndcz' t. CorvttttW NVA M¢A'I: 91.9 2 Oanm4 NVA (Ntt) 1224 TatbbcmHc.s¢ 4PA L2CorX—V¢I— DroP Tade Per Char inR Statl¢n A]SFT I]SR-IWFT 200FT-255FT 255Fr-2]SFi z-1131FT 320Fi�4WFT 40ffT+.LOFT 0. -510FT 510R 635FT 61YT-- Af 1—T 12,14111, 12)64AWG. (2)Y3ASVG• (Z)QA\VG. (2112AWG• (Z)AIAV/G. (2)PI/DANG. (2)XVDA— 121F2/o ALVG♦ (21R3/DAWG. (2)43/DAWG. 111P12AWG• 12)FMAWG. (2)PIDAWG. (2)P11I (2)FSAWG• IA PS AVID• (21 ABA\VG• 121 P6ANG. 12)96AWG♦ 12)P5ANG• (2)AAAWG- N A6ANGGND (1)F6Al GGND 11 PCAWGGND 1)LiAWGGND II PS ANGGND In WAKG GNO 1)83ALNGGNO fRA3A-1- (1)N2AWGGND Il P1AN'GGND (1 —VI GGND VOLTAGE DROP TABLE NOTES L CONTRACTORS ALL BE RESPONSIBLE FOR DE -RATING CONDIICTIIRSVMEN 40R MORE CUR MICARR-GCONDLKEORS ARE CARRIED IN THE SAVECONDUIT PERTHE NEC. 2. THE WSTANCES IN T IM TABLEARETOTAL DISTANCES, NOTHORIZONTALDISTANCES. INCLUDE VERTICAL RUNS AND )UNION BOX COIL LENGTH IN THETOTAL CONDUCTOR DISTANCE I LVHENI.VRETHANONECHARGINGSTATONORCLRTCONDUCEORSAREINACONDW MEONLY ONESHARED EIUPALetrt GR0UN000NDtXTOR 4. WHEN INSTAWNG MAWG OR WRGERCONDUCTORS FROM THE PONDRSOURCETO I—, INCLUDE MULFCOtIDUCTORTAPS IN T)ECIOSEST )UNCTION BOX PRIORTO ENTERINGTHE EVCS OR IN THE EVCS ITSEU SOTHATP6AWGCOND 'MM CAII BE TAKNATED IN THE EVCS. Conduit Schedule Conduit5ection Conduit Conduit Size Conductors Installation Method A 1 2" I (See Voltage Drop Table) Trench B 1 2" (See Voltage Drop Table) Trench C 1 2" (See Voltage Drop Table) Trench D 1 2" (See Voltage Drop Table) Trench E 1 2" (See Voltage Drop Table) Directional Bore F 1 2" (See Voltage Drop Table) Directional Bore G 1 2" (See Voltage Drop Table) Trench H 1 2" (See Voltage Drop Table) Trench Volta 155 DE HARD STREET SAN FRANCISCO, CA 94103 Kimley»)Horn New York 02023 KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK. P.C. 1 N LEXINGTON AVE SURE 505 WHITE PLAINS. NY 10601 PHONE'. (914I-3M9199 VNAVKIMLEY-HORN.COM REV DATE DESCRIPTION BY 1 08/03'_'022 CD100s PEP 2 DMO2022 CD100S Cis 3 08/312023 CD100s ESP 4 09252023 CD100s - ISSUE DATE 09/25/2023 ISSUED FOR PERMIT �OF NE S AESSION� - - - RISA GETAGYl GF IALVING ANTPERSON. UNLESSTIEYAREACTNGU F ERTHE OW1GzION,TAAI.TEF OPROFESSIONAL fllGl'IEER, iOAITER TNIS OOd1MFIR. SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 SHEETTITLE ELECTRICAL ONE LINE DIAGRAM & PANEL SCHEDULE SHEET NUMBER E1-00 NOTES 1. ANATIDNALLYRECOGNIZEDTESTINGLABORATORYSHALLLISTALLEOUIPMIENTIN COMPLIANCE WITH ART110.3. 2. ALL EXTERIOR EQUIPMENT SHALLBE RAIN TIGHT AND APPROVED FOR USE IN WET CONOTIONS. 3. ALLCONDUCTORS SHALL BE PROVIDEDWITH STRAIN RELIEF UPON ENTRY INTO ENCLOSURES. 4. EA CH 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 COMACTOR TO PREVENT BACK FEEDING OF POWER TO THE SOURCE 7. CONTRACTORTO FIELD VERIFY MAIN FEED BREAKER SUPPORTING DISTRIBUTION PANEL IS APPROPRIATELY SIZED TO SUPPORT THE LOAD. CONTRACTOR SHALL CONTACT THE ENGINEERING TEAM IMMEDIATELY IF BREAKER IS FOUNDTO BE INSUFFICIENT. ABBREVIATIONS. A AMPERE AC ALTERNATINGCURRENT AL ALUMINUM ART ARTICLE AUX AUXILIARY BLOC BUILDING STRUCTURE CONC CONCRETE CU COPPER DC DIRECTCURRENT EGC EQUIPIENT GROUNDING CONDUCTOR (E) EXISTING EMT EL ECTRICMETALUCTUBING EV ELECTRIC VEHICLE EVSE ELECTRIC VEHICLE SUPPLY EQUIPMENT GALV GALVANIZED GND GROUND HIM HOTDIPPEDGALVANIZED I CURRENT KVA KILOVOLTAMPERE KW KILOWATT M METER MAX MAXIMUM MIN MINIMUM N IN RAL NEC NATIONALELECTRICCODE NTS NOTTOSCALE (NM NEW OC ON CENTER PL PROPERTY LINE PVC PO LYVINYLCHLORIDE RMC RIGIOMETALU CCONDUIT SCH SCHEDULE SS STAINLESS STEEL TYP TYPICAL V VOLT W XFMR WATT TRANSFORAIER oo� fore OF� 7 POWER CON 40'REMOVAL T 24'_ GENERAL CONTRACTORS TO II.r��N�H .11 REPLACE EXISTING TOP SOIL SURFACING MATERIAL TO MATCH EX STING ------------------ �i, CAUTIONARYTAPE COMPACTED BACOILL WITH SATISFACTORY --------------- NATIVE OR IMPORTED ------ -- - �\� SOILTO05%PROCTOR _--_- -�--_- \' UNDISTURBED SOIL COMPACTED SAND BED (SEE NOTE I) NOTES 1. LEAN CONCRETE RED -COLORED TOP, MAY BE USED IN PLACEOF COMPACTED SAND. 2 BURY CONDUITS 35-MINIMUM BELOW FINISHED GRADE 3. ALLPVCSWEEPS TOBEAMINIMUM36"SWEEPS, A CONDUIT SIZES PER CONDUIT SCHEDULE NOTE: EXACT CONDUIT DIAMETERS MAY VARY UPON INSTALLATION. REFERENCE CONDUIT SIZE PER THE CONDUIT SCHEDULE I POWER TRENCH ♦� 2 1 BORE SECTION 1 3 1 NOT USED 1 4 1 TRANSITIO EXPOSED CI EXISTING UNDISTURBED ELECTRICAL NOTES: \ 1. ALL ELECTORDAN EWITHCAL RK AND NATIONAL LATEDELECT IC CODE SEC) FORMED STANDARDS SrrE BEINGE LL BE FORCED DONE \1 ACCORDANCEVISDNATIONALELECTRICCODE(TH STANDARDS BEING ENFORCED BY ALL APPLICABLEJURISDICTIONALREQUIREMENTS AT WORK TIME OF CONSTRUCTION. 2 UTILITY EOUIFNEM IN57ALLATIONS AND PREP WORK SHALL BE COORGNATED WITH THE APPROPRIATE UTIUTY ENGINEER AT TIME OF PRECONSTRUCTION MEETING TO ENSURE PVC CONDUIT AC CURACY OF INSTALLATIONS. FOR POWER y 3. CONDUITPATHS ARE REPRESENTATIVE ONLY. EXACT CONDUIT PLACEMENT TO BE NOTE DETERMINED ON SITE BASED ON FIELD CONDITIONS. 1. EXACT CONDUIT DIAMETERS MAY VARY UPON INSTALLATION. REFERENCE CONDUIT SIZE PER 4, PRIOR TO DRIWNG. CONTRACTOR SHALL VERIFY THICKNESS OF EXISTING CONCRETE WALL THE CONDUIT SCHEDULE. IS AT LEAST T AND THAT T ANCHOR EMBEDMENT CAN BE FROM DIED. 2 CONTRACTOR SHALL ENSURE THAT BORE PIT IS BACK FILLED PER APPROVED METHOD UPON e COMPLETION. SCALE SCALE SCALE z ELECTRICAL NOTES & ABBREVIATIONS 1 NOT USED N.T.S. 5 NOT USED N.T.S. 6 BORE PIT N.T.S. 7 C JUNCTION EOX SHALL BE POLYMER LID SHALL BE CONCRETE CONSTRUCTION TIER I RATED E 0 - J NON-SKIDISURFACE CONCRETE COLLAR ELK CLASS A3 i I 0 - A A A LIFT RING OR SLOT TOP VIEW COVER DETAIL NOT USED NOT USED CONCRETECOLLAR CLASS A3 II li 8 IX GRADE �� GROUNq NG \.� ELECTRODE �: �djl CO.-CTED SOIL AROUND SIDES OF BOX GfiB, #18, pd AGGREGATE PLACED UNDER ENR RE BOTTOM OF BOX SECTION VIEW NON -TRAFFIC RATED JUNCTION BOX NOT USED Volta 155 DE HARD STREET SAN FRANCISCO. CA 94103 im ey>>> Hor j 02LY.'3 KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTUREOF NEW YORK. P C 1 N LEXINGTON AVE SURE 505 WHITE PLAINS. NY 10601 PHONE: (914)-36&9199 V,WWKIMLEY-HORN.COM REV DATE DESCRIPTION BY 1 08A3/Z022 CDIW0 PEP 2 08/302022 CDIDTs GM 3 08/312023 CDIDOs ESP 4 CM23 CDIW0 u ISSUE DATE 09/25/2023 ISSUED FOR PERMIT Of NE r ( m my ?� N� 0948\O Yf �OrrS-ggNP /Is/roz� R U A VKKAREN OF lA4V FOa PNY PEa E UNLESS 1NEYA6EACTNG .I. THE DWECMYI OF A GM-1FeOFE59—. Ee+erlEEa.TOALTEa THrs CONUDrt. SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 SHEET TITLE ELECTRICAL NOTES & DETAILS SHEET NUMBER E2-00