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2024-0082 Volta Charging Station #7F 1G�'�lP:G OF►t� v VOIta _ 155 DE HARD STREET U L J' `'� SAN FRANCISCO. CA 941 D3 Volta SIX FLAGS THE GREAT ESCAPE PHASE 1 Kimley>>)Horn 1172 U.S. 9 New York 02023 KMLEY-HORN ENGINEERING AND QUEENSBURY, NY 12804 ANDSCAPE ARCHITECTUREARE AVOEP.C. 1 N LEXINT ONSURE505SOS TYVHREPP1Ns.NY1089, OWN OF QUEENSBURY PHONE: UEY-H 68.9199 VWNJ.gMLEY-HORN.COM TAX 10, 295.8-1-3 ITEM TASK YES NO N/A THESE DRAWINGS WERE PRODUCED KITHOUT THE BENEFIT OF VOLTA PROPOSES: APPLICANT: PROGRAM MANAGER: CURRENTLANDSURVEYORTITLE DOCUMENTSMTLECOMMITMENT. ALL MLEY-HORN ENGINEERING AND MLEY-HORN ENOINEERINGAND 1 CONTACT 811 UTILITY PRIOR TO EXCAVATION WORK PROPERTY LINESTB , EASEMENTS. SETBACKS. EMSTING INFRASTRUCTURE ANDTRLEDDCUMENTS SHALL BE VERIFIED PRIOR TO START OF CONSTRUCTION. KIMLEY•HORN AND VOLTA DO NOT GUARANTEE THE ACCURACY OF SAID PROPERTY LINES, EASEMENTS. SETBACKS, OR EXISTIN3INFRASTRUCTURE CONTRACTOR I S RESPONSIBLE FOR VERI EYING ALL FIELD CONDITIONS AND IS TO ALERT THE ENGINEER AND VOLTA OF ANY DISCREPANCIES . 8 ELECTRIC VEHICLE(EV) CHARGING STATIONFIXTURESTOSE LOCATED IN PROPOSED STRIPED ISLAND AREAS AND EXISTING LANDSCAPED ISLANDSTHAT ARE ADJACENT TO ONSRE PARKNG SPACES AND PART OF AN EXISTING SIX FLAGS AT THE PROPERTY. THE EV FIXTURES ARE CUSTOMARY ACCESSORY AND INCIDENTAL TO THE EXISTING COMMERCIAL USE AND SOLELY FOR THE BENEFIT OF CUSTOMERS VISITING THE STORE THE FIXTURES ARE LOCATED TO PROM DE PRIORITY PARKING LANDSCAPE ARCHITECTURE OF NEWYORK P.C. LANDSCAPE ARCHITECTURE OF NEWYORK P.C. 1 N LEXINGTON AVE. SURE 5I5 CONTACT RYAN GRAM, P.E. MRE RAINS, NY 1C 1 PHONE(615) 5662665 CONTACT DEANAPOSTOLERIS EMAIL RYAN.GRAN@gMLEY-HORNCOM PHONE (914)368-9199 EMAIL DEAN.APOSTOLERIS@IOMLEY-HORNOOM CIVIL ENGINEER: VOLTA REPRESENTATIVE: MLEY-HO N N N EKING AND VOLTA LANDSCAPE ARCHITECTURE OF NEW YORK P.G. 2 NOTIFY VOLTA S gMLEY-HORN OF ANY DISCREPANCIES -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 UTIUTIES AND CROSSINGS& VERIFY NO CONFLICTS WIPROPOSED INFRASTRUCTURE PRIOR TO STARTING CONSTRUCTION. CONTRACTOR TO COORDINATE WITH VOLTA PIA FOR ALL FINAL PLACEMENTS OF INFRASTRUCTURE FOR PATRONS W9 H EVS AND DISPLAY VISIBILITY ALONG THE INTERIOR CIRCULATION AISLE FOR SHOPPERS. THERE ARE NO 155 DE HARD STREET CONTACT- DANIEL LOFRISCO, P.E SPN FRANCISC0, CA94103 PHONE' (973)420.4182 6 FIELD VERIFY ALL STALL DIMENSIONS AND EQUIPMENT LOCATIONS. THE PR PR CHANGES TO THE EXISTING TRAFFIC CIRCULATION AT THE PROPERTY. CONTACT. RICHARDSCHNIPKE EMAIL' DAN.LOFRISCO@q MLEY-HORN.COM PHONE (74Fli 96S1342 EMAIL RICHARD.SCHNIPKE@VOLTACHARGING.COM ELECTRICAL ENGINEER: ML •H N N AFE ARCHITECTURE OF NEW YORK PC 7 CONFIRMALLAOA AND LOCAL REQUIREMENTS ARE MET. SURVEY LIABILITY STATEMENT 8 ESTABUSHTEMPORARYCONSTRUCTIONACCESS(ES). BY CD100s PEP CD1W. CD1DOs ESF CD1DOs KJI EDESCRIPTION SITE PARTNER: LAN CONTACT ' 9 IMPLEMENT AND MAINTAIN EPSC CONTROL MEASURES PER LOCAL REQUIREMENTS. ALL WORKCCORDA CE NTH SHALL EDITIONS PERFOFTHEBED INSTALLED IN SIX LAGS NT�NMENTCORPORATION CONTACT' J787).N S 5 F PE- ACCORDANSTRUCT RA PL RENT,MECHOFTHELECTRNG/ 1172 PHONE' JEFF213.8835 ISSUE DATE 10 LOCATE VERTICAL AND HORIZONTAL UTILITIES PRIOR TO BORING. DWE/UFE STRUCTURAL AS ADOPTED BY THE LOCALGOVER IN AIJD QUEENSBURY EMAIL JEFFERY.SALLEE@q MLEY-HORN.COM FlREA.IFE SAFETY CODES AS ADOPTED BY THE LOCAL GOVERNING QUEENSBURY. NY 12804 11 PROVIDE PROPOSED UMRSOFASPHALT OVERLAY SKETCHTOIOMLEY-HORN&VOLTAOFNEEDED). AUTHORITIES NOTHINGINTHESEPLANSISTOBECONSTRUCTEDTO CONTACT MEMARTINEZ 09/25/2023 PERMIT WORK NOT CONFORMING TO THE LOCAL GOVERNING PHONE (518).663.2197 12 SEEDS STABILIZE ALL DISTURBED AREAS AFTER FINAL GRADING. AUTHORITIES CODES. EIAAIL' JVIAARTINEZ@SFTP.COM CONTRACTOR VERIFICATION CHECKLIST CODE BLOCK PROJECT DESCRIPTION PROJECT TEAM ISSUED FOR SHEET NUMBER SHEET TITLE PERMIT C6m COVERSHEET <EOF NEW} .f. - CO-01 GENERAL NOTES Kp EllO FR/O n • �-/ ` � - CM2 VOLTA STATION OVERVIEW O _ 4•,;C - f ys + r— `. r - C603 STAIAPED SURVEY (MOM OTHERS? - " Q 1 f W l c Ste.•f C1A0 MASTER SITE PLAN 9000�tyH PA .. Ss 4 q�5 i C141 OVERALL SITE PLAN f-- _ f \ S_ _ RLtAMOIATILN GF V•IV FOR PM1TPERSON, } C2A0 ENLARGED SITE PLAN VS 01414 U UL TIEYMEALTNGUNLER THE SITE 9 , , °F G 1EERiDA ENESEGIS�Od oR Q�.i ( - i C2-01 ENLARGED SRE PLAN EVC505-09 RTM -AO,y �• _ ♦_ .rr c3oD SITE DETAILS o 03-0, SITE DETAILS SIX FLAGS THE C3421 SITE DETAILS GREAT ESCAPE i Ilaradi c p r PHASE I p • S Bcai 11 �� _ - C3-03 SITE DETAILS E140 ELECTRICAL ONE LINE DIAGRAM 8 PANEL SCHEDULE 11 72 U.S. 9 %I ♦ 6 • * - 9 ♦ -'Y r L E2-00 ELECTRICAL NOTESBDETAILS QUEENSBURY, NY 12804 SHEET INDEX ,- - SHEET TITLE Knot/ Whars BELOW. - ` - ` • ♦ CALL before you dig. I •0 COVER SHEET q Ise `o1y ""� - CALL AT LEAST TWO WORKING _. r p T DAYS BEFORE YOU DIG e ❑ - _ •1- ��G ALCR 1 SHEET NUMBER p t (�I.I �S I.II.I.S CONTRACTORSHALL VERIFY ALL PLANS B EXISTING LOCATIONS, CONDITIONS ON THE JOB SITESSHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES ^0-00 F nOIZIII BEFORE PROCEEDING WITHTHEEEWORKORBERESPONSIBLEFORSAME v LOCATION MAP TUTS VICINITY MAP NTsE CALL BEFORE YOU DIG GENERAL NOTES: 1. VOLTA WALL PROVIDEAN INSTALLATION GUIDE AND OTHER SUPPORTING DOCUMENTS AT TIMEOF CONSTRUCTION. 2 ALL EXISTING CONDITIONS SHOWN ARE APPROXIMATE EXISTING UTILITY LOCATIONS AND CROSSINGS ARE TO BE LOCATED IN THE FIELD. CONTRACTOR ISTO CONTACT 811 UTIUTY PRIOR TO BEGINNING ANY EXCAVATION WORK 3. ALL PAVEMENT, LANDSCAPING, UTILITIES, AND OMER PROPERTY THAT IS DAMAGED OR AFFECTED BY CONSTRUCTION SHALL BE RETURNED TO EXISTING CONDITIONS OR BETTER AT THECONTRACTORS EXPENSE 4. PROPOSED PAVEMENT STRIPING SHALL LINEUP WITH EXISTING STRIPING WHEREVER POSSIBLE ADDITIONAL PAVEMENT STRIPE IS NOT NECESSARILY PARALLEL TO THE CONSTRUCTED CHARGING ISLAND. 5. THISACCESSIBILTTY REVIEWWAS UNDERTAKEN TO IDENTIFY DESIGN FEATURES OFTHE PROJECT THAT MAY BE CONSIDERED BY GOVERNMENTAL AGENCIES OR DEPARTMENTS, OR NONGOVERNMENTAL GROUPS TO BE NONCOMPLIANT WITH THE AMERICANS WITH DISABILITIES ACT OF 1990. REVISED 2DI0 ADA REGULATIONS ANDSTANDARDS. THE AMERICANSVaH DISABILITIES ACT OF 19WIS A FEDERAL CIVIL RIGHTS LAW, THERE IS NO FEDERAL REVIEW PROCESS TO ENSURE FULL COMPUANCE WITH THE GUIDELINES. IXCEPTTHROUGHTHE FEDERAL COURT SYSTEM THE DEPICTIONS, NOTES. AND RECOMMENDATIONS, EXPRESSED ON THIS PLAN ARE BASED ON PROFESSIONAL JUDGEMENT GAINED FROM PAST EXPERIWIT H TH ACCESSIBILITY LAM, CODES, AND STANDARDS AND THENORKING. INVOLVEMENT TO DEVELOP ACCESSIBILITY STANDARDS THAT WALL 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 PEOPLEHAVE BEEN IDENTIFIED. 6. CONTRACTOR SHALL ACHIEVE A MINIMUM OF I% BUT NO MORE THAN A 2% SLOPE IN ANY DIRECTION VATHIN ADJACENT ACCESSIBLE SPACE AND BLEND ASPHALT OVERLAY TO EXISTING GRADES AS REOUIRED.00NTRACTOR SHALL PROVIDE A SKETCH TO VOLTA OF PROPOSED LIMITS OF ASPHALT OVERLAY TO ACHIEVE THIS REQUIREMENT PRIOR TO BEGINNING PAVEMENT WORK 7. ACC ESSIBLEEVSTALLSWEREDEUGNED BASED ON EXISTING CONDITIONS AND WITHOUT THE BENEFIT OF SURVEY DATA, ALL ADA AND LOCAL REQUIREMENTS INCLUDING BUT NOT UMATED TO SLOPE AND SPACING SHALL BECONRRMED BY THE CONTRACTOR AND MET AT THETIME OF CONSTRUCTION, B CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES IN ACCESSIBILITY PRIOR TO CONSTRUCTION I. UNDER NO CIRCUMSTANCE IS THE CONTRACTOR TO DISRUPT ANY OPERATIONS AT THE STE HOST LOCATION. INCLUDING BUT NOT UAMED TO CUSTOMER DISRUPTION, UTILITIES, ANO INFRASTRUCTURE 10. CONTRACTOR SHALL BE RESPONSIBLETO PROTECT WORK MEAS WITH CONES AND/OR BARRICADES AT ALLTIMES 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. VALLBEESTASUSHEDTO 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 VNTHIN 24 HOURS OF SEEDING. IF UNABLETO ACCOMPLISH. MULCH SHALL BE USED AS A TEMPORARY COVER CONCENTRATED FLOW AREAS AND ALL SLOPES STEEPER THAN 25.1 AND WITH A HEIGHT OF TEN FEET OR GREATER (DOES NOT APPLYTO RETAINING WALL$). AND CUTS AND FILLS WITHIN BUFFERS, SHALL BE STABIUZEDVATH THE APPROPRIATE EROSION CONTROL MATTING OR BLANKETS. 4. THE ESCAPE OF SEINMENT FROM THE SITE SHALL BE PREVENTED BYTHE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH, LAND -DISTURBING ACTIVITIES. S. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES, IFFULL IMIPLEMEMATIONOFTHE PLAN DOES NOT PRO VIDE 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. THECONTRACTOR 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 CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE MY UNDERGROUND UTILITIES TO REMAIN THE CONTRACTOR IS TO NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES MDIOR CONFLICTS WITH EXISTING OR PROPOSED UTILITIES PRIOR TO PROCEEDING. 8. STOCKPILED TOPSOIL OR FILL MATERIAL IS TO RETREATED SO THE SEDIMENT RUNGFF KILL NOT CONTAMINATE SURROUNDING AREAS OR EWER NEARBY STREAMS STOCK PILE LOCATIONS SHALL BE COORDINATED WITH THE ENGINEER PRIOR TO GRADING ACTIVTIES EROSION a SEDIMENT CONTROL PRACTICE SHALL BE INSTALLED PRIOR TO STOCKPILE OPERATIONS. 9. 00 MRUCTSEF LTMRPJMSBORESEGINMNGGRADINGOPERATIDNS. 10. MULCH AND SEED ALL DISTURBED AREAS AS SOON AS POSSIBLE AFTER FINAL GRADING IS COMPLETED OAITHIN 15 DAYS OF ACHIEVED FINAL GRADES) UNLESS OTHERW SE INDICATED. CONTRACTOR SHALL TAKE WILATEVER MEANS NECESSARYTO ESTABLISH PERMANENT SOIL STABIUZATION. STEEP SLOPES (GREATER THAN 3:1) SHALL BE STABILIZED WITHIN 7 DAYS OF FINALGRADING. 1i. PROVIDE TEMPORARY CONSTRUCTION ACCESS(ES)ATTHE POINT(S) WHERE CONSTRUCTION VEHICLES EMT THE CONSTRUCTIONAR MAINTAIN PUBLIC ROADWAYS FREE OF TRACKED MLA AND DIRT. 12. DO NOT DISTURB VEGETATION OR REMOVE TREES EXCEPT WHEN NECESSARY FOR G RACING PURPOSES. 13. SEQUENCE OF CONSTRUCTION INCLUDED ABOVE IS A GENERAL OVERVIEW AND IS INTENDED TO CONVEY THE GENERAL CONCEPTS OF THE EROSION CONTROL DESIGN. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETAILED PHASING AND CONSTRUCTION SEQUENCING FECESSARY 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. CONTRACTORIS SOLELY RESPONSIBLE FOR COMPLYING WITH THE MU REQUIREMENTS an& CIOMPLIANCE 1. CURB RPAIPS ALONG PUBLIC STREETS AND IN THE PUBLIC RIGHT-OF-WAY SHALL BE CONSTRUCTED BASED ON THE CRY STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS 2 PRIVATECURB RAMPS ONTHEUTE 0 E. OUTSIDE PUBLIC STREET RIGHT-OF-WAY) SHALLCONFORMTO 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 MO 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 20 PERCENT. IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPE EXCEED S.D PERCENT. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 20 PERCENT SLOPE IN MY DIRECTION S. CONTRACTORSHALLTAKE FIELD SLOPE MEASUREMEWSON FINISHED SUBGRADE AND FORM BOARDS PRIOR TO RACING PAVEMENTTO VERIFY THAT ADA SLOPE REQUIREMENTS ARE PROVIDED. M WRACTOR SHALL CONTACT ENGINEER PRIORTO PAVING IF ANY EXCESSIVE SLOPES ARE ENCOUNTERED. NO CONTRACTOR CHANGE ORDERS WALL BE ACCEPTED FOR ADA SLOPE COMPLIANCE ISSUES SITE NOTFS- 1. HCRQONTALDIRECTIONAL DRIVING DD OR OTHER TRENCHLESSM BY SITE lH ) METHODS AS APPROVED B HOST ARE THE PREFERRED METIHODTOINSAALL PONDER BENEATH EXISTING PARKING LOTS AND PAVED AREAS. 1.1. CONDUIT SHALLBE INSTALLED IS DEEPER NDUITEPTH OFTWO ANDONE-HALFTo FFEET ( 13ELOW CHARGING HE FREEZEARGINGS STATINE ON VENDORRISD ETA CONDUITEOUIRE TYPE DESIGN To IT SPEQFlER H LL CHMGING STATION VENDOR AND MEET ALL LOCAL REIXIIRENEWS CONDUIT DIAMETER SHALL BE NO LARGER THAN TVA (2) INCHES. 1 .2 THE RECEIVING rRAT] TOO LOCATED AS CLOSE DI REASONABLY POSSIBLE TO THE PROPOSED WALLPENETRATION E LIMIT THE LENGTH OF BD SIDEWALK CONDUIT. LOCATE REL BE PR WITHIN ASPHALT PAVED AREA OR CONCRETE SIDEWALK AREA; RECEIVING PIT SHALL NOT BE LOCATED WITHNTHE UNLOADING PAD ISIXTOLOCATION AND INCH (SWOT AREA NO CONCRETESLAB AT THE REAROFTHESTORE).RECEIVING PIT LOCATION EN WORKAREA SHALL NOT AFFECT SITE HOST CUSTOMERIN DELIVERYTRAFFIC. SEE SUPPLEMENTALDOCUMENTS, EECEMNG AAD DIAGRAM, 1.3. THE RECEIVING PIT SIZE SHALL BE LIMN. ENCLOSURES THREE FEET (37 BYT TE U FEET I37 AND SHALL NOT UNCERMNXCAV BUILDING FOUNDATION,ENCLOSURES SPECIFICATIONS CONCRETE UNLOADING PAD. 1.4. BAERECEXCAVATIONSANNT. PAIR SIDEWAVEMENTPERAVEMENT.CUING.OR t.5. COHERED. NCRETE THEWDTHFhTHEREMOVALSALLASPALT EXEEDTH EW, CURSING. AT THEGGLITTER IS POFTHE REMOVED, TWELVE INCHES ERE REMOVALSHALLSIDE EXCEED THE H, OR A WIDTH AT THE TOP (Z) TRENCH BY TWELVE INCHES (127 ON EACH SIDE Of THE TRENCH, OR A TOTAL OF TWO FEET (T) N1DERTHANTHO GHTH. I.S. TRENCHING THAB IS NO ALLOV6SD.O ONLY TRENCHING THROUGH H THEREMOF THE CONCRETEORTHE SUCH SSI SLABISNOTALLOWED.ONLY TRENCHING THROUGH MANOR CONCRETE INSTALLATIONS SUCH ATSIDEWALKSWALL BEPERMITTED.FOUR) 1.7. IXEVATIO TRENCHES TO ADEPTH FOUR INCHES(4j DEEPER THAN BOTTOM OF FINISHED PPE ELEVATION. I.S. THE POTTOM UILL O BE PLACED ANDSHALL E 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 BALE(FILL BE SHALL G DISPOSEDOFFSTE 1.10. FROMDE 15 BACKFI KS Y BE LARGER THAN EA AND TEDFROM TCHES(1CH FRONDED THAT IT IS FREE FROMDEB ROCKS LARGER THAN ONE URONE-HALFINCHES AND COMPACT 1.11. OVER THE PPE INLAYERS NOT EXCEEDING FOURINCHES (dT,PLACE ANDCOMPACT98. FILL MATERIALTO NINETY-FIVE PERCENT OFS CRYDENSITYEI HT. AND QUALITY UA ITASTIA D99R. 1.12 OBTAINMP THE ENUIPMEMSHALL SPECIFIED HEREIN R SUCH DESIGNINDICT, DONT ANESIGND DRAWINGAS IS S. A EAS TO OBTAINTHEDENSITIES SPECIFIEDHEREINAC INDICATED E THEDESIGNOMPACTS AREAS IN NWUDBLETOSELF-PROPELLEDCOMPACTINGEQUIPMENTSHALL T COMPACTED OR COSTO EGRAS BYHANDGPE G.IRRMECHANICAL TAMPERSORVIBRATORS 1 .1 3. RESTORE GRASS. LANDSCAPING. IRRIGATION AND ALL FEATURES TO THEIR PRECONSTRUCTION CONDITION. 2 ANY ST CONSTITIES.RUCTION SHALL BE REPAIRED N. BYLANDSCAPING OR STATION VENDOR SES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED BY IT CHARGING STATION VENDOR TO SITE HOST SPECIFICATION 21 . WHERE LON OR ONG VID IMPACTED. RESPONSIBILITY HOF ENOST CHARGING STATION VENDOR TO REPOSITION OR PROVIDE NEW LANDSCAPING WITHIN THE SITE HOST PROPERTY TO ENSURE COMMENCE WITH ANY CODE REQUIREMENTS. 22 RESPONARKINGLOTHEENMALKOR OTHER PAVED NVENDAREAS VENDORTO THEDORDAMLIE NEW IS THE RESPoNSBI UTY REPAIR THEEVCHMGINGSTATIONVENGORTOREPAIR THE MEATOLIKENEW CNNES VAT, REPAIR SHOULD EXTEND BEYOND DAMAGED MINTS. PAVEM NEAREST CLEAN BREAKTHAT ALIGNS WITH ARCHTTECNRAL CE PRO, MATERIAL TO EITEPAVEMENT MARKINGS, ETC. 3. A ERE EMENT. SITE HOST RUTY RAM MANAGER WILL TEMPLHOW AEMENDROE(RIGHTSMY. OF ENTRY) AGREEMENT. SITE HOST PROGRAM MANAGER VWLL PROVIDE TEMPLATE MEN NECESSARY. 4. ASPHALT WCUTTPAVEMENT REMOVAL TO DRBLACEGHT 4.t. T. PAVEMENT VEMEWTO XTENDA MINIM UN F TO THE FULL DEPTHNCHES 027 OF THE PAVE EDDIES PAVEMENTREMDVAL SHALL EXTENDA MINIMUM OFTWELVE INCHESEM REMOVAL SHALL HALLA EDGES OF THE REMOVAL AREA ANY REPLACED AS NECESSAR AREAS DAMAGED DURING REMOVAL SHALL ALSO BE REPAIREDHE PAVEMENT A PAVEMENT DAMAGING 42 REMOVE THE PAVEMENT REQURDAM PA THE PAVEMENT UWILSTISTOONIN REMAIN FIVEP CEf4 ACE 4 .3. IFBASEREPLACEMENT ISREDS RED, PERCENT THE OF OPTMUMM ININETY-FIVEPERCENTVEA ASTMCE AND PLUS AOR BMNUSTWO SPERCENT (2%)OF OPTIMUMh101STVRECONTENT. REMOVEAND REPLACE ANY UNSUICOMPACT BASE MATE SOUS. ,15. PLACE PRIME CPACTSASEMATERIAL TONINETY-FlVNEWITH (PIS%)OFAWN ECS. PRIME 4.S ARRYPRIMEAT TO MOREAGGREGATEBASE IN UR(24) WNCEFOREAEDOT HALT PAVE PRIMECOAT CED. NOT IC APPLIEDIORA MORE THAN TWENTY-FOUR (24) HOURS BEFORE ASPHALT PAVEMENT IS PLACED. MEAN AND APPLY RATE TO BE PAR THE DOT SPEC. 4.6. CLEW AND NLETS COAT G THE SAWCUNDS OF CURBS.EDGES OFNT THAT ILL REMAIN SURFACES, EDGES OF MANHOLES AND INLETS AND EDGES OF ASPHALT. CUT PAVEMENT THAT VALL REMAIN IN -PLACE 4.7. T1.ACENDC ASPHALT TORTHRE ANDOHOT-MIXINCASPHALT(3.51. ASPHALTNESS MIX ESIGNS ALLBE ER OF THEC IN -PLACE ASPHALT ORTHREE AND ONE-HALF INCHES (3.9'j. ASPHALT MIX DESIGN SHALL BE RV THE CONTRACTOR 1.8. PLANCOMPACTED HICKN SS OF VAIN COURSE PROVIDE ONE COURSE WDTOAMINIMUM COMPACTED THICKA LT S SURFACE TWO INCHES (2-). 4.9. PLANAMSS OF O HA NEONHALFINHEPROVIDE ONE COURSE LAID TOA MINIM UM COMPACTED TORL SMALLER ONE ANDAY NOT FINCHESLE TOI d.t0. CASESUFAC JOLURSE- LACED AND TO IN LO NDER ANDSURFACECOURSES, IN WHICH CASE SURFACE COURSE- PLACED A COMPACTED INTWA LIFTS,VAG BE ACCEPTED. 4.11. IFPLACING OF MXASPHALT WITH ASHOVEL. BEGIN PLACING HMA CENTER THEEDGES OF THE PATCH MD WORKING INWARD. HMA SHOULD NOT BE RACED IN THE CENTER OF THE PATCH AND RAKED TOWARDS THE EDGES. 4,12 THE FIRST PALS OFPROPERLY F ROLLER THE OR COMPACTION ROLLEREQUIPMENTELORSHOULD COMPACTION ALONG THE EDGES OF L THE PATCH TOPROPERLYF NO PAVEMENT ONTO ROLLERCREEL OR COMPACTIONTER THE HE E SHOULD OVERHANG THE BEEN CO PAVEMENTONTOTHE PATCH BVSLITINCHES TE OFTH HEPERI METER OF THE PATCH HAS BEEN COMPACTED BEGIN TO VARKTOWMDSTHE CENTER OF THE PATCH WITH SUCCESSIVEPASSESOFFSET IZ SIXTH INCHES PRI 4.13. THE CONTRACTORS CTIONLI2ETME APPROPRIATE HEAW COMPACTION EQUIPMENT TO ACHIEVE THE REQUIRED COMPACTION OF THE ASPHALT. 4.14. SEALSTWATE ARWNDTHE EDGESWITH AN INADVERTENT OUIDASPHALT SEG TH SAWCU`ECT AGAINST WATER INFILTRATION. INCLUDING ANY INADVERTENT OVERLUTS DURING THE LAW CUTTING PROCEDURE PROJECT LEGEND: irALTvmTESTER�Ter- B DETAIL NO. Oyp1 SHEET NO. RRRRRR- - RRRRRR- PROPERTY LINE BREAK LINE EXSTING CURB AND GUTTER EXISTING PARKING STRIPE O D EXISTING FENCE v- EXISTING OVERHEAD POWER LINE EXISTING CONCRETE EXISTING GRAVEL AREA EXI NGLMOSCAPEDAREA QEXISTINGTREE EXISTING SHRUB EXISTING ROCK ,ylva EXISTING FIRE HYDRANT ® ® ® EXISTING CATCH BASIN/MANHOLE EXLSTINGPOA'ERPOLE EA NO LIGHT POLE F EXISTING SIGN POST p 0 EXISTING UTILITY/STRUCTURE EXISTING ELECTRICALROOM E PROPOSED ELECTRICAL CONDUIT PROPOSED ELECTRICAL JUNCTION BOX LINE BOX OR APPROVED ALTERNATIVE PROPOSED ELECTRICAL EQUI PARENT AREA ® PROPOSEDTRMSFORMER PROPOSED COMMUNICATIONS CONDUIT PROPOSED NETWORK COMMUNICATIONS BOX PROPOSED CURB AND GUTTER PROPOSED PARKING STRIPE 0 PROPOSED CONCRETE WHEEL STOP CT '� PROPOSED CONCRETE PAD - TP TIP PROPOSED TREE PROTECTION 0 n-O PROPOSED TRFX FENCING PROPOSED V0- L2 CHMGING STATION �® PROPOSED VOLTA L2 POST4NSTALLE) CHARGING STATION PROPOSED VOLTA L3 DCFC CHARGING STATION ClPROPOSEDPCSFOUNOATION PROPOSED PIGS FOUNDATION- C BOLLMOS ® PROPOSED L2 REMOTE CHARGING UNIT/CHMGING PEDESTAL FOUNDATION e PROPOSED eBOXB eCLICK a PROPOSED SIGN POST Ir PROPOSEDSTGNPOSTW/BOLLARD PROPOSED POST INSTALLED SIGN POST e PROPOSED POST INSTALLED SIGNPOST W BOLLARD PRO POSED WALL MOUNTED SIGN PROPOSED 4' ISOLATED PIPE BOLLARD volta 155 DE HARD STREET SAN FRANCISCO. CA 94103 im ey>>> Hor O 2023 KIMLEY-HORN ENGINEERNG AND LANDSCAPE ARCHTECTUREOF NEW YORK P.0 1 N LEXINGTON AVE SURE SOS "WE PLAINS. NY 10501 PHONE(914)-3 91N VWAVIOMLEY-HORN.COM REV DATE DESCRIPTION BY 1 OB'032022 CDIDOa PP 2 O I2022 CD1DDs GJB 3 IB91F1023 CD/00s ESF 4 09252023 CD100s K.I ISSUE DATE 09/25/2023 ISSUED FOR PERMIT R 13 A VKXAR}I O F- FOR ANY PIERS W. D NU-TIEYARE ACTING ORD ER THE OpNECI1VH OFA UCDISEO PROFESSIONAL WIEER,T0-RYAS OOtl)MEM, SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 SHEET TITLE 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, 10kW 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 I Fully Networked Proprietary & Confidential - Do Not Distribute VO11a 155 DE HARO STREET SAN FRANCISCO. CA 94103 Kimley>>> Horn New York O:M_3 KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK. P.C. 1 N LEXINGTON AVE SUITE SOS WHITE PL JNS. NY 10601 PHONE (914)-36&9199 VNMjgMLEY-HORN.COM ISSUE DATE 09/25/2023 ISSUED FOR PERMIT FOR REFERENCE ONLY ED AND PROVIDED BY t SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 SHEETTITLE VOLTA STATION OVERVIEW SHEET NUMBER CO-02 O:Y PK LANDS N/F OF ....v HWP DEVELOPMENT, LLL O -- L 3441 P. EN 3 GRAPHIC SCALE: ( W FELT ) 1 loch - 60 IL Gorton! Daswptiw d Porccl8 (ScOon 295.0081xk 1 LM 1J Sea Sfwet 6 for Mom Recently Do.-W All that conaN pint. close orpamel of lend..fuel.. WIt and bafn0 in fee Town MCue¢nabury Camyd Warten end State Mllow Yak end being Idundetl and tlascdDetla9 /olbws' 9EGINNING al an rem pips lourd w the westerly rids d Naw York Slate Highway Route No. 9. wfsYh pnwf marks a ronheesMny canes ollands now wlormenynlGreat Escapo Thomo P.frk LLC (f02V283) and ma soWneaseny comeraMne lanes Harem desrnDotl: RUNNING horn aadpomt d b.gaMrgroam 57d.p'eea 35 minutes W cacwds-.f.long the aoufhniy bound.Mtha lands herein described 19658/t Men ken pipe I.0 d1w romer. THENCE north 42 onmes 18 minufes OOserontla west 263. f8 /aef fo en ironp'pe!curd fwa romer, THENCE a" Me aseaheny end easterly bank of- Buffer Brook the following courses end dWances: 1. hoar 35 dogmas 51 minufos 00 records oast. 42.53 /t io an iron pips found; 2. north 59 degmas05M.rtes 00seconds east 131.58 feelto an iron hod/ nd: 3 north 39 ,agrees 36 mlmxea OOsacoMa east ]fl O5 feet fo epanb 4, north 02 degrees 50 minVaS OO records east 53.151ee1 fo a pdnf 5.od nTN dco-:34 minufosW records xvst 124.381ov1 to an Iron ppa fount: 6 north 06 dogmas 30 mbWas W accords oast 111.9E / I fo a point T north 20 dogmas 5/ mhwMs W acrords cast 32.44Ittf fo a pork! marYJng a nortneastcomarMcoo lands hom:n doscnfed, which pod rs laca;odin Eno wostedy lire o/ar:ds novv anlamwny of Da:old J. Dols'ef (7371225); THENCE southh 31 degrees 32 nvnulas 00 seconds east 3t2.]41 1 roan von pipe lavnd b Me soufhwesterfy comer o/ lards of mitl Daniel: THENCEnorth62rdgmcs minutes 30 serontls cos}it9.221rofroe polo!. ma we4eny sea of New Yonc Sbta Hgnrwy Pout No..,9; THENCE ebng fee wesfenysde al New York State Highway Routs No. 9 math 7/ dugrws 31 mbWns en>f 105.00 fnvl M tiro pkrr! cod pace ul BEGfNNING, confaauy J.BJ acruv, theta cobra EXCEPT/NG vntl mswrry lmm Mo oDovo Msmbctlpmmises and; ifarry. acyuiretl by fee $tab of New YorN lwfho purposes Mwd¢ning of Now York Slam Route 9. --------- ----------- Il \ 0 \f rn•c\ \ �pOK 8 RUN i.\ FTAXPAPARCEL2 \ RCEL 2950&13 --- --_J I \ + to 1 � y d ti hM15r O C 225, dbe the a If theE 1 of H rwrent De-shan dP usal2 (S¢dbn 29508 Bbek 1 Ld 3) LEGEND Sea Sheet6fo Mae R¢ceey Demnaed AU thatceWdre m p'. pawp=Wo/1ard,shafs. MM and bang more Town ofOueafuduy. Warta, cwxu svlJroa=.ur County, Now Y01K lma:vd wesMny of Now Yak U.S Roufo 9 and easery ofMferd he Rauh 87, aim i.50-wou-sc"nosrs-7 Me -as the Atli .. Nonhway, and.h partalis b,mMadenddascdbea.. Mows •mrvwurvruxru BEGINNING W a punt in Me westerly bank's olNew York U.S. Route 9 and at Me soda," comer of brd9 0l Meadow Rua Dewbpmenl Cap.. and which pains dbeglnnirg is the no neast cone, of e - us v4csr: 9789.7 a,,ue,e foot panel oewayed by Meadow Run Davabinrelll Cap. to AlMad;Oas Land. Inc. by deed dead WBr19B9andremdodin Me Warren Count' GbrkS ()T hMOt ]54 ddaetls of page lfif.end •vr4 son vu si whc point of begr'r,.v is situato at, dulanco of 40.12 feel. eottwty, measumda" the westerly YYff spa-n�aWpvrrt bounda of seitl Route B Icon the soc4Deasf pnlerof IM»pemises conwyedby Cnedoe R Wood le 14ondow Run Dewbpment Ca'p. Dytivededed YfYf966.aMrecadeeb said dwXS ofaco/n Dook 476 Q •.srwiRuuenrr MoeeCsatpege308: Q •sru'uxnrrpw.Verar RUNN'llG THENCE item Eno pantMMg:nnmp fM losawngf courses sod drslancos aargmo t} •t4WWa1 -sea* bounds of Routs 9. 1. south 32 degrees !0minw.as easi 333.431eet, : unurrro.r 2. south 27 degrees 24 minutes 40"W"s oast. 30523/l, 3. 11, 63 degrees :5.inu:as 20 seconds west. 86,00 tees ��-urpeasn' 4.mu1h 52 degrees 27 minufes 40 secnnds..W. 201.00 I"L v -Slax 5­ 22 degees 51 minutes ons,220.85 feet M thenonh,.- tamer Mihose premises rmwyed by eve Wrvatt•canpualrm PGard Mr`a aRFKe WmamH Pw SMDMBId J.DamiXbydeWdafedf074"1988arbreror int.M737dhedsal f Mario Wa' pogo an .go so -,a coma, pmmuas cpnwye y ua0 +am Perkins to Attredions [and Inc bytleW tlafad f 1/]N9BOandremdotl abook 635 dloads al pvga 769: _ THENCE south 62 degrees 41 minutes 30seseads-tt, 131.66/ t ro the northwest carer ofaW lards cenwyed to Denials; THENCE north 29 degmes 4l rulnules 30 seconds West. andrunning along Lha easledy line of dose premises conveyed byJoan M. Mamix to Mahan M. Conisbam by deed dated z*Y1986 nd mcorded In the Warren County Clerk's OITKa in book 673 Mdmds alpage 970, fwa distance of 142.72 feet to the northeastcorner of said lest mentioned promises; THENCE the fcfawrrg raven courses and distances along the nonhweslany and nodhenyhine M said last mention ed premises.' 1. moth 22 dogmas 7f minufos 30 seconds west. 32.14 bet: `\ 2.muf1,0T degrms 5] minuf.a 70 xconds wrest, 117.91 Icob 3.mufn 03 tlegrees g6 minutes 30 sr!rords east. 124.78 /L 4.soufh \ 41 degmes :7 minutes 30 ascends coos, 53.het: 5. south 41 degrees 03 mines 30 seconds west05. 5 feel. 6. south 60 degrees :2 minutes 30 seconds w,at. 131.131.56 Mel: LANDSWE E Man-J7 Card,.. minutes 30serontls wvs1.42.53 test to the nonnwesl corner MlandiconwyM by GREAT ESCAPE THEME PARK LP, M.nnrs to Cerds(rem L. 1021 P. 261 THENCE souflr l0 degrees 50 minutes 30aecpds ease Iwo tlislenre of 2BS IB/eol M Me swr6masl 5' conrerel said lards MCanisham; THENCE-ft 59 da9reos 02.'nufea 30 seconds east nkkg the awrmeny line Msald lest --boned preMsea, foredistance0496.58/sellsapantinthe westedyeonds fN.. Yak Us Route 9; THENCE south degrees 57 aVrolse 30 secoofs east, many mid wastedy bounds, fore distance a/20.001ent fo lam rlorfhoast contort oilhosa premises conwyod by Cadton and Manfw Fraibarger ib Rog, aMLena L.FONailb by deed dated i/IH992 and recorded la sold dank. ofirco in book 645 0l deeds afpaga 757; THENCE south 59 dogmas 02..Was 30 seconds west, along Me nonthody kno Mmrd last mentioned promises. fore distance of 533.23 ILel roan antgbpoint therein; THENCE north 73 dogmas 51 minutes 30 secands west. fora dsMnce M093.00 het to a point in the easfanybounds Mlnfersfee Route 87. also known as the Adirondack NolBlwey: THENCE north 18 dogmas 43 minutes west. along sad easlerty bounds, and crossing a stream J t cont "owpromin seses conveyed by Charms fora R. Wood to Aleadow Run Dheso mo,fsouthwest "own se conveyefeadowd Run'.arms distance to Afea ow Run thosoumwestoamoy the oy me \ al -mentioned deed recorded in book 476 of deeds of pogo 308, w \ THENCE north 84 dogmas 14 minutes 20seconds east, along the muthenyl�ne of eakfasl p mentioned pmmises, fore distance of 80.94 feet to a pant which is bcafod at s distance M42.25 teat westeny on a course o/south 84 degrees 14 rMnWes 20 seconds west hom the nonhwesf , O - �• �. cou( Denwofalarpame/Mlantl conveyed by Attmdions Land Inc. to Meadow Run Developmentrl Coo Corp b 5�19B9andrecombdln the Warren Calmly Clefk`s In ageeddefed 754 ddeeds et pogo 159; THENCEsouse 26degrees 07mmums 50secnMs east fora dBbree M92.071eeta a poetwIuchb \ ���• bceedata distance M40.00/eetvreater W a Cconleofalwth 6l degrees 52 minutes 20seconds west 1-the mulhwest romer ofsad fnaWulerpa-1. r "c' THENCEnodh6fdegreas52minu(as 20 seconds eastIwo dislanw M223.74 feet to the easterly corner 7sguareay8.I M also toanachonslendlr \ \ ,.,\ v un D-topdnlls Run ep,sey.a by Meadow Run!%wbPmeM Cop, to Attnclrans Landlne bydeed dafatl May B. /999 antl bydee. r¢m2"MJn sad Ueh's amc¢in Dook754Mdeoda alpage lGl: ' - -� •> • �'C•'• THENCE cwWnuirgnonh 67 degrees 32. tdoa 20 seronds cast• ok q e,o wrMwylm dsad 9769.7 \� \ sgwmfoofparcNOMpen MfJM way.tngmo scumenytnco oho slum heronry waR/wa asf._W 29I.67/Ito M.p.I.IBEGINNING andoonlaftkV 19.90acres Orland. Inure w:ess. \� - IXCEPTING and - Iron Parcalfantl2 stow bntlsa 'abdb fha the Stated n9 PPmpn Y PeeWe \ is \ \ New Yorkbyno8ro rame wens, Covnly Clarks OR an.My f3. 1D9BNkber f072pa9e 180 7Aop No 196 PBrcel.VI*o. 241 241 \ LANDS OF GF'Tlat \ M?[HELL A. A.. 87 \ .SF' •� `4LT O 1 L 1311 P. 8T \ j� •eP� \ PARCEL 6 \ O ({, ['?; TAX PARCE1L \ �' `� •'. 'r" ""' '.. s 295.OB•1.\ ef•\ \ / -- � I •°'`sec- • \ \ I n PARCEL a.e•` CONSTRUCTION NOTES: 1. CONTRACTOR RESPONSIBILITIES CONSISTS OF. BUT NOT LIMITED TO. CHARGING STATION MOUNTING. FOUNDATION CONSTRUCTION, T'•� j ( F9 A _ - _ CONDUIT INSTALLATION, AND WIRING. 2. CONTRACTOR TO PAINT PROPOSED EV PARKING STALLS PER ,t JURISDICTIONAL fiEOgRER1EM5 ky 3. CONTRACT OR TO INSTALL TREE PROTECTION FENCING PRIOR TO ANY CONSTRUCTIONACTIVITY. SEE SHEET C3-0O FOR DETAILS ++} -,F' .+.•(. �y1 "� ~ h, - A. EXACT STATION PLACEMENT AND ROTATION ANGLE MAY VARY r4 • - 'S' - SLIGHTLY UPON INSTALLATION DEPENDING ON SITE CONDITIONS. >: - .`�A 'a^�V •�'Si- - - - 5. CONTRACTOR TO FIELD VERIFY ALLSTALL DIMENSIONS ANO ALL ice - EQUIPMENT LOCATIONS TO ENSURE SUFFICIENT SPACE IS AVAILABLE - --i f .t:'�' •,- `-'tES� - :+_ 6. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS WHEN DRILUNG INTOEXISTINGCIP SLAB AND CIP DROP PANELS TO AVOID DAMAGE TO L ` . +W E _ • �y-, .�g/l,F,.+; �, - - ANY REINFORCING AND EXISTING STRUCTURAL COMPONENTS. `.F L1 + -. VF'tAZ�� � �•1y�,� ._ '. _ \ 7. USE APPROVED ASTM METHOD (X-RAY. PACOMETER GPR, ETC.) TO � y-Y,Fi:p•,- LOCATE MILD STEP. AND PRESTRESSING TENDONS PRIOR TO DRILLING. DO NOT CUT OR DRILL THROUGH ANY EXISTING s REINFORCING. ADJUST LOCATION AS NECESSARYTO AVOID EXISTING REINFORCING.ENSURE I'GAP PAN. BETWEEN REBAR AND .�- t_ �S "'yia •)� _if./ .. ANCHORAGE Mt �i" S. VOLTA WILL MAKE EVERY EFFORT TO FOLLOW WITH THEIR PROP a :rf " '�%, v ,+ 'S. N t+t,'� y.�� ,I - ° ya!�. CONDUIT.ANEXISTING CONDUIT ROUTE FROM ELECTRICAL ROOM TO ; .'. f. 7r �9" /� r i1►777%%%+«L _ j`�� PROPOSED STATION PLACEMENTS WHEN AN EXISTING ROUTE IS NOT AVAILABLE, VOLTA WILL MAKE EVERY EFFORT TO CCNCEAUHIDE ! - - .A, - -- MAIMAVISISL IAZEVISUAL IMPACT OF CONDUITS ANWMERE THEY �.. � I •. � � - MAY BE VISIBLE TO THE PUBLIC. 9. CONTRACTOR IS RESPONSISLETO LOCATE ALL VERTICAL AND HORIZONTAL UTILITIES PRIORTO DIRECTIONAL BORING, ANY OVERALL SITEPLAN I +L ALTERATIONSTOTHE PROPOSED CONDUIT ROUTE ARETO BE \ / (SEESHEETCI-01FCRDETAILS) COORDINATED WITH THE PROFESSIONAL ENGINEER(S)PRIOR TO CONSTRUCTION. N + = _ 10. ANY ITEMS TO EAIAIN THAT ARE DAMAGED BY THE CONTRACTOR SHALL A BE REPLACED TO THE EXISTING CONDITION OR BETTER AT THE _ CONTRACTORS EXPENSE. { APPROXIMATE PROPERTY LI NE (TYP) !t pa#l- POd'jr 11. CONTRACTOR TO LOCATE JUNCTION BOX OR APPROVED ALTERNATIVE - $ 4'f { L FOR SITE SPECIFIC RUN LENGTHS AND BENDS. qj ' 1\ 12. DEVIATION FROM PLAN ON THE PROPOSED CONDUIT METHOD IS AT _ y THE CONTRACTORS DISCRETION AND SHOULD BE DETERMINED BASED � ON EXISTING UNDERGROUND FIELD CONDITIONS. ANY DEVIATIONS SHALL BE APPROVED BY VOLTA AND THE SITE MOST. CONTRACTOR TO ENSURE ALL CONDUIT INSTALLATION METHODS ARE APPROVED BY LOCAL JURISDICTION AND INSPECTOR. 1 Y. 4\ (. J PARKING NOTE: if pp - 1. THIS PROJECT PROPOSESTO UPGRADE(11) STANDARD PARKING STALLSTO(6) EV CAPABLE PARKING STALLS. NOTE-REFERENCE 7 1. BEE PROJECT LEGEND ON SHEET CO0I FOR SYMBOLS AND UNETYPE a�.�. DESCRIPTIONS. O + yO�hy AM MASTER SITE PLAN ;ax f t � s V Oita 155 DE HARD STREET SAN FRANCISCO, CA 94103 KimieyoHorn New York 02023 KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK P.C. 1 N LEXINGTON AVE SURE 505 WHITE PLAINS, NV 10601 PHONE: (914)-36&9199 VMW IOMLEY-HORN.COM REV DATE DESCRIPTION BY I G310312022 CD1005 PEP 2 O6/ E0 n CD100S Gm 3 06 112023 C0100S ESF G OWSM23 CDIW, KJI ISSUE DATE 09/25/2023 ISSUED FOR PERMIT 1EOF NEW <P E�W Fq+ O9 O O � 09000� b� W �0%F5E10NPN 09/15/l019 RIS A VpLAT011 OF> W FOR ANY PERSON, U NLESSTIEYARE OTNGUNDERTNE OpiECTM OFA LKENSED PROFESSIONAL ENGYIEER.TOALTER TMI5 0OWlVR SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 SHEET TITLE IMAGE REFERENCE: MASTER SITE AERIAL IMAGE(S) PROVIDED BY NEARMAP PLAN IMAGERYO2022N... =p.HERE is `•''F SHEET NUMBER GRASC nearma PHICALEINFEE D cvrreN:Uecr: change�•I, is 150 CI-00 oor 3 L PROPOSED UNDERGROUND CONDUIT SECTIONS SHEETS FO NCHDETAILS) ILS) E2-00 ` .(SEE ELECTRICAL SHEETS FOR DETAILS) � VOLTA L2 CHARGING STATION 03 t6 23 t EVCS FOUNDATION C3-02 G3-03 -� PROPOSED UNDERGROUNO CONDUIT 3 SECTION B(BORE 3.1 E2-00 ....., ._ (SEE ELECTRICAL SHEETS FOR OETAILS) - PROPOSED EXTERIOR ELECTRICAL AREA (SEE ELECTRICAL SHEETS FOR DETAILS) VOLTA L2 CHARGING STATION 02 16 23 EVCSFOUNDATION p-02 C3-03 _ — — — — — — — — — — _ 3 PROPOSEDUNDERGROUNDCONDUIT E2-00 SECTION D (HANDTRENCH 120) PROPOSEDUNDERGCONDUIT 3 I(SEEELELRRICALSHEETSFORDETAILS),, _ SECTIONROUNDA(BORE 140) E2-0D I - :A -} `J (SEE ELECTRICAL SHEETS FOR DETAIEXISTING US) _ E �- STING POWER POLE VOLTA L2 CHARGING STATION Od 1 16 C3-02 C3-03 EVCS FOUNDATION } EVCS FOUNDATION ..p-02 C3-03 ONTRACTOR TO COORDINATE WITH LOCAL UTILITY ENLARGED SITE RANI - "{� b -•-� (SEE SHEET C2-00 FOR DETAILS) 4 I� F _ : a J_ I 3 1 r ENLARGED SITE PLAN :r U SHEET C2-01 _ S) TIJ" I (SEE FOR DETAIL v— PROPOSED UNDETR NDCONDJIT ■ Ty. S:-HONE(BORES120) E240 APPROXIMATE PROPERTY LINE (SEE ELECTRICALSHEETS FOR DETAILS) �P') I t - PROPOSED UNDERGROUND CONDUIT - SECTION F(BORE 180) E2-00 L— — — — — — — ISEE ELECTRICAL SHEETS FOR DETAILS — — — ) VOLTA 12 CHARGING STATION 05 16 23 EVCS FOUNDATION W/ CONCRETE PAD p.02 C3-03 I t 51T VOLTA HAR 1N TONC6 16 23 _.. CIS F EVCS FOUNDATIONI C-02 C 03 PROPOSED UNDERGROUNDCONOUIT 3 SECTIONG(HAND_TRENCH 115) E2-00 (SEE ELECTRICAL SHEETS FOR DETAILS) difr ■/ VOTAL2CHARGNGSTATONOT 16 23 EVCS FOUNDATION C 02 C3.03 PROPOSED UNDERGROUND CONDUIT 3 I -- 46S-IY§J, SECTION H(HAND-TRENCH 320) E2-00 - !' (SEE ELECTRICAL SHEETS FOR DETAILS) VOLTA L2CHAR N . STAT ON 08 16 EVCS FOUNDATION C34T2 C3-03 1 4I EXISTING FENCE TO REMAIN AND BE PROTECTED f Rey■ ]i � � -� �YIiL � � � . E. \ 1 I € AN rib OVERALL SITE PLAN CONSTRUCTION NOTES: 1. CONTRACTOR RESPONSIBILITIESCONSISTS OF. BUT NOT LIMITED TO, CHARGING STATION MOUNTING. FOUNDATION CONSTRUCTION. CONDUIT INSTALLATION AND WIRING. 2. CONTRACTOR TO PAINT PROPOSED EV PARKING STALLS PER JURISDICTIONAL REQUIREMENTS 3. CONTRACT OR 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. COWRACTORTORELD VERIFYALLSTALLDIMENSIONSANDALL EQUIPMENT LOCATIONS TO ENSURE SUFFICIENT SPACE IS AVAILABLE 6. VOLTAV4LL 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 CONCEAUHIDE, PAINT AND MINI LAIZE VISUAL IMPACT OF CONDUITS ANYVM ERE THEY MAY SE VISIBLE TO THE PUBLIC. 7. CONTRACTOR IS RESPONSISLETO LOCATE ALL VERTICAL AND HORIZONTAL UTILITIES PRIOR TO DIRECTIONAL BORING. ANY ALTERATIONS TO THE PROPOSED CONDUIT ROUTE ARE TO BE COORG NATED WITH THE PROFESSIONAL ENGINEER(S) PRIOR TO CONSTRUCTION. 8. AN V ITEMSTO REMAIN THAT ARE DAMAGED BY THE CONTRACTOR SHALL BE REPLACED TO THE EXISTING CONDITION OR BETTER AT THE CONTRACTOR'S EXPENSE 9. CONTRACTOR TO LOCATE JUNCTION BOX OR APPROVED ALTERNATIVE FOR SITE SPECIFIC RUN LENGTHS AND BENDS. 10. DEVIATION FROM PLAN ON THE PROPOSED CONDUIT METHOD IS AT THE CONTRACTORS DISCRETION AND SHOULD BE DETERMINED BASED ON FASTING UNDERGROUND FIELD CONDITIONS. ANY DEVIATIONS SHALL BE APPROVED BY VOLTA AND THE SITE HOST. CONTRACTOR TO ENSURE ALL CONDUIT INSTALLATION METHODS ARE APPROVED BY LOCAL JURISDICTION AND INSPECTOR. PARKING NOTE: 1. THIS PROJECT PROP05ESTO UPGRADE(11) STANDARD PARKING STALLS TO (8) EV CAPABLE PARKING STALLS. REFERENCE NOTE: 1. SEE PROJECT LEGEND ON SHEET COOL FOR SYMBOLS AND UNETYPE DESCRIPTIONS PARKING DATA TABLE E.STNG PROPOSED CHANCE 3 STALLS TO BE 51AXOAND fi90 690 O-CATED TO EV CNAR(iNG STATIONS ACCESSBLE ]7 37 0 SITE DATA TABLE S. FT. A.ES (3) BO' OMSS � 270 am �T.— I EANf1115 246.117 -S WAGE REFERENCE: ERIAL IMAGE(S) PROVIDED BY NEARMAP AGERY 02M N--p. HERE N , GRAPHICSIN FE T nearma curtenf:clecr: UOn6e �'••; 0 20 E 1 Volta 155 DE HARD STREET "AN FRANCISCO. CA 94103 Kimley>>> Horn New York 02023 KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK P.C. 1 N LEXINGTON AVE SUITE 505 WHITE PLAINS. NY 10601 PHONE: (914)-36&9199 WWN.KIMLEY-HORN.COM REV DATE DESCRIPTION BY I O'W3:032 CD100s PEP 2 05F362 GDIW0 GM 3 OBN31=23 CD100A ESF 4 O9 SQ023 CD1O06 KJI ISSUE DATE 09/25/2023 ISSUED FOR PERMIT tE OF NEVy 4P �YyLO Fq� 09 O 9000T k{ 5510NAV IT IS AV O—ON CF—FOR ANY PERSON, JNLESSTIEYAREACTLNGUNDERTHE ECTIO I OF A UCENSEC PR."'.— D.GNEER.TOALTER THIS OOCUNEHT. SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 SHEET TITLE OVERALL SITE PLAN SHEET NUMBER C1-01 PROPOSED UNDERGROUND CONDUIT 3 SECTION B(BOREz35) E2-0 (SEE ELECTRICAL SHEETS FOR DETAILS) I CONTRACTORTOINSTALL TREE PROTECTION FENCING 3 PRIORTOANY CON-RCIONACTIVITY (iYPJ _..__. EgSRNG TREE TO REMJJN, CONTRACTOR TO ENSURE -, APPROXIMATE PROPERTY UNE(TYP.)E THERE HILL BE NO DISTURBANCE OF TREES DURING -- - - THE CONSTRUCTION PROCESS(TYP.) FJ(ISTINTRACTOETO STAIRSTO TIN PLACE CONTRACTOR TO PROTECT IN PLACE I I 1 I I I - I 1 VCLTAL2CHARGNG STA ON01 W 23 i EVCS FOUNDATION C3-02 C 3 I 1 I I 16 23 � - - - T 1 I I p3-02 C3-03 EVCS FOUNDATION i 1 I PROPOSED APPROX 4 FT MAX 31 I HEIGHTWALL(TYP.)C3-03 `t I I. ,d 101 ENLARGED SITE PLAN 1 EXISTING PARgNG STALL TO BE CONVERTED INTO STANDARD EV STALL 1 r f� R O AM= 1_ 90, 'OSED UNDERGROUND CONDUIT ICN A (SORE.40) ELECTRICAL SHEETS FOR DETAILS) EXISTING CURB TO REMAIN. CONTRACTOR TO PROTECT IN PLACE (TYP.) 6 12 EV SIGN POSE C3-01 C7-01 (TY'P) 5 6 EVNTRIPING' C3-00 C3-00 (rvP,) EXISTINGEDIWO STALL TDBE CONVERTED INTO STANDARD EV STALL a C& 3C3 CONTRACTOR TOINSTALLTREE PROTECTION FENCINGI -t PRIOR TO ANY CONSTRUCTION ACFIVITY(TYP.) EXISTING TREE TO REMAIN. CONTRACTOR TO ENSURE . THERE WILL BE NO DISTURBANCE OF TREES WRING THE CONSTRUCTION PROCESS (TYP.) PROPOSED EXTERIDR ELECTRICAL ME4 11111■I1T,ELECTRICAL .,SHEETS FOR _11. If, �,11111♦,,t-.11_„1111�. 1� ` PROPOSEDNEW SERVICETIE -IN TOR) TO COORDI LATE WITH LOCAL UTILITY 16 23 TA L2- CHARGING STA _ L3-02 C3-03 EVCS FOUNDATION ��• - — __ Volta 155 DE HARD STREET SAN FRANCISCO. CA 94103 Kimley>>> Horn New York 020231QMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECT UREOF NEW YORK. P.C. 1 N LEXINGTON AVE SUITE 505 WHRE PLAINS, NY 10601 PHONE: (914)-36&9199 VVwMIgMLEY-HORN.COM REV DATE DESCRIPTION BY 1 0=312022 CD1DOs PEP 2 O°J3M_022 CD100S Gm 3 OM12023 CDIWO ESP 4 0?252023 CDIW0 K.A 16 2J VOLTA L2CHARGING NTATION04: f \ C3-02 C3-03 EVCS FOUNDATION I 3 PROPOSED UNDERGROUND CONDUIT \ ISSUE DATE M E2-00 SECTION C (HD -TRENCH s2fl) - \ I ;t 31 PROPOSED APPROX 4FT MA%' PROPOSED UNDERGROUND CoMUR 3 �` C341i HEIGHT WALL(NP,) 09/25/2023 /'• SECTION D(HAND-TRENCH t20) E2-00 31 O \ SUED FOR PROPOSED APPROX 4 FT MAX F \ R 12 EV SIGN POSTFp�RMIT C303 HEIGHT WALL (iYP.) ' C301 C3-01 m'P.) 6 12 EV SIGN POST \ 6 6 EV STRIPING C&Ot C3-0t (rrP.) \ C\3- 0 03M � r EVCHAR7 �oaea�i 9.0' 9.0' EXISTING PARgNG STALL TO BE CONVERTED INTO STANDARD EV STALL 5 6 EV STRIPING EXISTING PARIONG STALLTO BE C3-00 C3.00 (TYP-) CONVERTED INTO STANDARD EV STALL PROPOSED UNDERGROUND CONDUIT 3 SECTION E(BORE 212(T) E2-00 (SEE ELECTRICAL SHEETS FOR DETAILS) PROPOSED UNDERGROUND CONDUIT 3 SECTIONF(BORE :80') E2-00 (SEE ELECTRICAL SHEETS FOR DETAILS) 4Pl �0 NEW, O e O D006� E� `�ffssgAHE o5/�s/loze ITLSA VKAATION OF LAW FOR ANY PERSW, UNLESS THEY ME ACING UNDER THE —.11 YI OFA KENSED PROFESSIONAL flIGNEER. TO ALTER MI5 OOCUuflrt, SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 SHEETTITLE ENLARGED SITE PLAN EVCS 01-04 SHEET NUMBER C2-00 I IIIIIIII! I 11111111111 ) J EV i� 1■ o s 1111... 11111♦ „ 1111■ l l PROPOSED UNDERGROUND CONDUIT 3 SECTION G (HAND -TRENCH ±15) E2-0 - (SEE ELECTRICAL SHEETS FOR DETAILS) .. - EYJ6 ING CONCRETE SIDEWALK TO REMAIN. CONTRACTOR TO PROTECT IN PACE (TYP.) EV STRING 5 6 C D C3 EXISTING PARKING STALL TO BE CONVERTED INTO STANDARD EV STALL CONTRACTOR TO INSTALL TREE PROTECTION FENCIN^u 3 11 is PRIOR TO ANY CO NSTRUCTIONACTIVRY (FTPJ� I F EXISTING TREE TO RP!AIN. CONTRACTOR TO ENSURE'.�� THEREW7LL85NO CI STURBANCEOFTREES DURING' aY THE CONSTRUCTION PROCESS (fYP,) f �* i To / 17TE PROPERTY LINE jFTP.) TWO EXISTING PARKING STALLS TO BE CONVERTED I W O STANDARD - STALL m ) _ GT/ VUNDA 2 CHARGING CONCRETE ON OD 16 23 EVCS FOUNDATION\N/CONCRETE PAID C302 C3.p3 PROPOSEDUNDE2GROUNDCONDUIT 3 3 PROPOSED UNGERGROUND CONDUIT SECTION F (BORE 260) I — I E2-00 SECTION E (BDRE 21- ISEEELECTRICALEHEETBFORDETAIL6) (SEE ELECTRICAL SHEETS FOR DETAILS) /W VO TA CH GIJG STA DNC6 16 EVCS FOUNDATION C— C ENLARGED SITE PLAN 2 �VC ` �� 5 6 EV STRIPING 60c �W�E \5 6 EV STRING \ C3-00 C3-00 (TYPO TVN EXISTING PARKING STALLS TO BE CONVERTED INTO STANDARD EV STALL EVCS FOUNDATION EXISTIN3 FENCE TO REMAIN. CONTRACTOR TO PROTECT IN PLACE (TYP.) R 12 EV SIGNPOST C3-01 C301 RYPJ EUSTING CURBTO REMAIN. CONTRACTOR TO PROTECT IN PLACE (TYP.) 4 15 d'IMPACT CETERRENi CMI BOLLARD (TYP.) 1fi 23 VOLTAL2 CHARG NG' A ON 09 C3A2 C3 3 EVGSFOUNDATION 5 6 EV STRIPING C3{A C3-m (NP.) I �ypp�p�/� E O.YIIP{{ rmg UNDERGROUND CONDUIT volta 155 DE HARO STREET SAN FRANCISCO. CA 94103 Kimley>>> Horn New York 02023WV.l--HORNENGINEERINGAND LANDSCAPE ARCHITECTURE OF NEWYORK PC. 1 N LEXINGTON AVE SURE 505 WHRE PLAINS. NY 10601 PHONE: (914)-36&9199 WAW.KIMLEY-HORN.COM 11111r��m 11.111111.-111, -1--11♦ 11.111111111,-11■ 11■1111111■-- L_111111■-11. ISSUE DATE 09/25/2023 ISSUED FOR PERMIT R Lt ANOUTON OF�LY F�qi hYY PE.SttI.' UNLESS 1H EYARE AOTNG UND ER TIE DR-1- OFA LKENSED PROFESSIONAL EN-EER,TOALTER THIS P0—,T. SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 SHEETTITLE ENLARGED SITE PLAN EVCS 05-08 GRAPHIC SCALE IN FEET SHEET NUMBER 0� 10 C2-01 2 1, UNLESS NOTED OTHERWISE, THE FOLLOWING NOTES RELATING TO THE 'SITE DETAILS' SHEETS SHALL GOVERN. 2 COMPRESSIVE STRENGTH OF CONCRETE FOUNDATION SHALL BE MINIMUM OF 4.WO PSI AT 28 DAYS WITH MAXIMUM W/CM RATIO OF 0.45 AND AIR -CONTENT OF Sn +/-1.5%. 3. IJINIMUM YIELD STRENGTH OF REINFORCEMENT TO BE 60,000 PSI (ASNAA615). 4_ REFERENCECIVILANDELEC. 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 PRESSUREON 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 THEDESIGNOFTHEECUIPMENTORANCHORAGETOTHE FOUNDATION. MANUFACTURER SHALL SUBMIT LOADS TO ENGINEER FOR RECORD KEEPING PURPOSES ONLY. 10. DESIGNISBASED NTHESPECIFICEWIPMENTSHONMINTHESE DRAWINGS AND ILLUSTRATED ON THE VOLTA CUT SHEETS. 11. ALL MATERIALS SHALL BE IN ACCORDANCE WITH THE LOCAL DEPARTMENT OF TRANSPORTATION SPEGFICATIONS. 12. ALL FOUNDATIONS ARETO INCLUDE COMPACTED SUBGRADEAND MINIMUM 6-COMPACTED STONE BASE UNLESS OTHERWISE SPECIFIED. 13. BUILCINGCODE.IBCID16 DESIGN PARAMETERS(PER ASCE 7.16): WAND SPEED: 108 MPH EXPOSURE CATEGORY: C TOPOGRAPHY CATEGORY 1 RISKCATEGORY' II SETS =PARAMETERS-. Ss=0.259 St = 0.05qg SITECLASS. D FROST DEPTH: W FEMAFLOODZONE X NOTE BOLLARDS ARE NOT DESIGNED FOR FULL 5 KIP IMPACT LOADS UNLESS OTHERWISE NOTED AS "VEHICULAR RATED'. TREE DRIPLINE Y (fYP.) SENSTINE AREAS TREE PROTEIONMIGH ` VISIBILITY FENCING �— --- LIMITS OF DISTURBANCE HIGH Woo NOTE: FURNISH AND INSTALL TEMPORARY HIGH -VISIBILITY FENCING AT CONSTRUCTIDN LIMFS PRICR TO ANY LAND DISTURBANCE I GENERAL NOTES N.T.S. 1 I NOT USED N.T.S` 2 I TREE PROTECTION n5` 3 I NOT USED N.T.Sc 3 I FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS Volta choliag STRIPING GUIDELINES Pmo1101E faA1lAYtler/rr�w..MaO n..x.�n. _ vm..r+ma EV STRIPING GUIDELINES SURFACE PREP E+xwmDmnManrrWl � CSN CHT A ASPHALT DACKGR W N IX BRANDED STRIPING ASPHALT PREP Volta Charong STRIPING GUIDELINES 0 - - - ABEOLofETY D) NOT 5 I EV STRIPING GUIDELINES . - ACCE90RIE3 �. NIEEL SfOP9 vue �,. mw ® new kc„�n io m�+.�mertu LITTERS.. ASPHALT PREP a.G �.wra 6 I NOT USED volta 155 DE HARD STREET SAN FRANCISCO, CA 94103 Kimley>>> Horn New York O Z023 KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK. P.C. 1 N LEXINGTON AVE SUITE 5D5 WHRE PLAINS. NY 10501 PHONE'. pm1 6&9199 VWWV..IOMLEY-HORN.COM Il�l��m 11`ilifYifil�i�m II�IiGfLfifTi�® 111,11111111,-111, 111,11111111,-111, LII♦1111111♦—III,J ISSUE DATE 09/25/2023 ISSUED FOR PERMIT RISAVK4 EYOFLILY-PNYPE6E OdNLEEs TOF AA I SEDPO—THE EOTKNOFA ALMR DPROFESSIO4Al EHq•IEER.TOALTEFTWS DO — SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 SHEET TITLE SITE DETAILS SHEET NUMBER C3-00 7 CAP STEEL PIPE POST KITH 2k7 STEEL (HOT DIPPED GALV) CAP OR ENGINEER APPROVED EQUAL II EV PARKING SIGN (SEE DETAIL 12, THIS SHEET) w 2Y7 SO STEE1(HOT DIPPED GALV) tlm SIGN POST �U O¢ 2-14)Q-314' SQUARE POST 12 GA STEEL (HOT CPPED GALV) W/ (2) 316} 1 STEEL BOLTS DIPPED (HOT GALV). (1- BOLT TO BOLT SPACING L 3"MAX WITH 31C MINIMUMEDGE) EX GRADE FF :\yNDISTURBEO :\,\-NATIVE SOIL 6 ONC. BASE NOTES. 1. SIGN TO BEGREEN(PANTONE 355C) WTTHWRTE LETTERING AND MUST BE REFLECTIVE LETTERING. 2. TO BE PLACED AT HEAD OF PARKING STALL. 3. POST MOUNTED CWECTS PER ADA CODE SECTION I IB-307.3. 4. THI S DETAIL SHALL ONLY BE USED WHEN SIGN POST IS LOCATED OUTSIDE OF PARKING LOT PAVEMENT AND 2 MIN, CAR OVERHANG ZONE SIGN POST N.TSE 8 NOT USED NTSE 9 FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS. ELECTRIC VEHICLE CHARGING SIGN INSTALLATION HEIGHT. ALL SIGNS TO BE INSTALLED AT fi0' ABOVE FINISH FLOOR. IF SIGNS ARE LOCATED WTHIN AN ACCESSIBLE ROUTE THEY WILL BE INSTALLED AT BO' ABOVE FINISHED FLOOR. MEASUREMENTS ARE TAKEN FROM BOTTOM OF LOWEST SIGN. SIGN REQUIREMENTS NCT fl 12 I NOT USED N.T.S. NOT USED 13 I NOT USED 10 I NOT USED BY OTHERS. V. 04-STEEL (HOT DIPPED GALV) PIPE BOL FILLED W CONCRETE INSTALLED WITH YELLOW BOLLARD SLEEVE W1 WHITE REFLECTIVE TAPE POST GUARD BOLLARD COVER C1-1385G, OR APPROVED EQUAL I 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 UD(INGTON AVE SURE 5G5 MITE PLAINS. NY 10601 PHONE: 1914).3E&9199 WWW..IQMLEY-HORN COM ts1=11111111111111m III,1111111.-111, III,IIIIIII.-111,, ISSUE DATE 09/25/2023 11 ISSUED FOR PERMIT 4P1E0 NEWHO \�LLO Fq/ O W H 09 OB1 TFssroMF` 19Y1251 e R UAESS—!OF UWTO6 ANTR THE . UNLE551HEYU ACn40UNUE0.1HE D GN-11 OFF IICFN5E0 P0.0TESSI . CLlEE0.. TOAtTE THIS OOCUuplT. EX GRADE SIX FLAGS THE .' .-�\\' N I GREAT ESCAPE PHASE 1 UNDISTURBED NATIVESOIL �.,�' . I• ;\. CONCIR EFOOTING \�� II 1172 U.S. 9 QUEENSBURY, NY 12804 .. • SHEET TITLE SITE DETAILS NOTES: 1. CONTRACT OR TO ENSURE PLACEMENT OF BOLLARD DOES NOT I I.IPACT VI SIMI'TY OF STATION SCREEN. 2, CONTRACTOR TO ENSURE BOLLARD PLACEMENT DOES NOT OBSTRUCT 3 DOOR MING ON SHEET NUMBER BOTH SIDES OF THE MEDIA STATION. 3 BOLLARD SLEEVES SHOULD BE CUT IN THE FIELD AND ARE TO BE THE HEIGHT OF THE STEEL (HOT DIPPED GALV) POST AND SAW HOLE CUT IN THE FIELD TO FIT OVER THE STEEL (HOT DIPPETHIS GALV)SHALL ONLYBEUSEDBO SLEEVE TOLEFLUSHINSTALLATIONS VAT1 HGRFCE 4. THIS DETAIL SHALL ONLY BOLLARD INSTALLATIONS WITHIN AN EXTERIOR PARKING LOT. i THIS BOLLARD IS NOT DESIGNED FOR VEHICULAR IMPACT. DESIGN - C3 01 14 SCALE N.T.S. 15 FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS. FRONT SIDE CHARGER SPECIFICATIONS. SIZE: H85.T.W36.5"v D15.5' WEIGHT: 7001bs CORD LENGTH 15 POWER TYPE: 208240VAC, 48A (MAX). 10 M MAX PLUG: SAE Al 2 COMPLIANT CONNECTOR LISTINGS UL E354307 POWER REQUIREMENTS CHARGING UNIT60MP 2D8240V BREAKER STATIONAUXPOWE2 MNIP120VBREMM 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. FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS A -- Tech specs 1DraI2Hedla SuII.n LYaaaxyl Lyu Grtvr afat a+C alruw. wa ION niap L'µtTyux,Mrp n>;ILL Uttx•1 W¢ l:e; a:u1vN DP]WL4 rw.Mua LYw 1aM LYU Nrtp ms saax i4e'anLKDSI , aMli.eT7•unTen awDlvty vman u�w�rxs.P.ituzA Jttarmt ex. Lntr/atop lln¢.:d u•trner 4Pr4ae Nrtv -WCu •1GS E'0'N NnDAa' a mroR Ns� Y �Zt¢tavM SCCtreDt eaD': Da G•A WC �aa,s �L,Aaa ru�sl DabGs u,ie�uNa�mr P v acaacv yr� tsxiNCl n��cP aao �`5•D ^:S"t'' VOLTA V4 EVCS CUT SHEET 19 BACK NOTE'. 1. REFER TO DETAIL IB FOR BASE PLATE ANCHORAGE N.T.S. 16 1 VOLTA V4 BASE PLATE FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS. eBox professional Data sheet 0 0 inno9Y Y+iwxWtaru. b�.rr -- ___ -Wit•+-- nN. w+sA w..awe.,. tiMa .w Sr�awa ,n.. r:we,4 ra Tie e6aa D'Ysr> JIrro;4t•4N Dr9Msattu✓e ¢wr Or epx-c Ce tOcaraaberFne]w:<+Ne nYCY bakr�n-tvasr.-M ermsg nnvr tnvJt rsveabao�fita rc, ID 2ASItCA[C11:D5 Cvl�na LCCID L'RS SAN3X4 enU [RLSM LS &eadbaM TetCem Power, Ne Seta ni.a. CA .2T05, U 6A raka4rbb.awaaen ww„r_w.aom 20 FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS V • a • ' ! _ a STEEL (HOT DIPPED GALV)C14ARGING STATION BASE PLATE EVCS FOUNDATION (SEE DETAIL. SHEET C3-03) • CHARGING STATION CHARGING STATION BASE (s5) PROPOSED CHARGING STATION ANCHOR HOLE (SEE NOTE enow) + STEEL (HOT DIPPED GALV) CHARGING STATION BASE PLATE CHARGING STATION BASE PLATE NOTES 1. CONTRACTOR TO VERIFY POST INSTALLATION OR CAST IN PLACE ANCHOR AS USTED BELOW BASED ON FIELD MEASUREMENTS AND JURISDICTIONAL REQUIREMENTS. 2 CONTRACTOR TO VERIFY EXISTING CONCRETE SLAB THICKNESS AND MAINTAIN T MINIMUM COVER OF CONCRETE BELOW EMBEDDED ANCHORS. 3. REFER TO CETAIL 17 FOR BASE PLATE DIMENSIONS. CAST IN PLACE ANCHOR MINIMUM EFFECTIVE EMBEDMENT OF T OR ENGINEER APPROVED EQUAL POST INSTALLATION MECHANICAL ANCHOR. (4) SIB- DIAMETER HILTI KB-TZ2 ANCHOR VATH MINIMUM EFFECTIVE EMBEDMENT OF 3-11C OR ENGINEERING APPROVED EQUAL N.T.S. 17 I VOLTA BASE PLATE ANCHORAGE FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS O eBox professional a Data sheet innogy br,Iaaa.a rr.ser�^`y- --.. — — —_ _-rwd�.r.•..,yrili -ewi.4 /<xrlr/NwU,Wt avv, n...s. aaaa.w,e •.ar•1 NW Ttir.. w:c wwcr. ewrm+„wnnaM+•+ma 'uw �........ "" Yro. c PD•D del y.. - rabi>i aw a....rr Arta 1e.r•rwwf Derv: rr . •. wuwva-.,.w..._rerawn. __pxµw ww']¢tTMYD/snL'eA mew•/wvwbwnavSO4 4u:n aw e..r..�...�, _ w...+w-P•+o1xuN.e,>a,w s wry o.r.:....,-+w:r<._a� aseo.Tso1. rw.a+ A.-er n. r....,.,a a c•aN uc 21 NOT USED volta 155 DE HARO STREET SAN FRANCISCO. CA 94103 Kimley>>> Horn New York 02023 MMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK. P.C. 1 N LEXINGTON AVE SUnE5D5 WHREPLAINS. NY 10601 PHONE (9m 6&9199 VWWV.KIMLEY•HJRN.COM ©Ii�liRiEiF,tf3i�L7B�I II�Irifififii�© 111.111111111,—III. III,IIIIIIIII,—III. III.IIIIIIIII,—III. III.IIIIIIIII,—III. LIIIIIIIII♦—III. 18 ISSUE DATE 09/25/2023 ISSUED FOR PERMIT tiPt SOLO F r09 O 11 W DAFSSION 09/15/JOS� Ii LSAW 71 GF lA1V FCI1ANYPERSON. U NLESS TKEYARE ACTLNG UNDER THE D IRE Ei✓GPt1EER. TO OF AMITER THIS OOFNUEICENSED DR. L SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 SHEET TITLE SITE DETAILS SHEET NUMBER C3-02 22 INSTALL I2 CDMPRESSIBILE w JOINT FILLER WHERE ED. E.O. FOUNDATION ABUTS EXISTING EVCS PAVEMENT OR CONC. PAD (TYP.) CHARGING STATION FOUNDATION (SEE NOTE I) PAD OBE Z'MAK MIN. TUTILIz HOUSEKEEPING PAD INC. RAISM CONTRACTOR TO ENSURE CONTRACTOR UHU2ED IN RAISED TO ENSURE UWDSCAPEISLANDSTO 3O (SEE NOTE 4) CONCRETE FOUNDATION STA IS CONNECT FND.TO BACK OF O AND GRADE ARE FLUSH INSTALLED EX CURB. CONTRACTOR TO A _ A -IF PLUMB VERIFY PADISFLUSHWTTH --- _ _ EXISTING GRADE FND.AND CURB I 1 4 1 3 t .• J_ --- 'CLR , I, p CHARGING STATION BASE ATE R \ EVCS ANCHOR(TYP.) W (SEE DETNL170N SHEET C3-02) 1� Y (SEE NOTE 3) CHARGING STATION �3• REBAR CONFIGURATION FOOTPRINT PER DETAIL 30 3' CLR CONCRETE FOUNDATION [ (SEE NOTE I) FOUNDATION SHALL BE INSTALLED ON COMPACTED BASE VATH 1FT MINIMUM DEPTH OF FREE DRAINING AGGREGATE FILL NOTES 1. SEEDETAILW-FOR FOUNDATION VARIABLES. NOTES. 2 EXISD NG GRADE AROUND EVCSS INSTALLED IN ISLANDS CAN BE GRASS OR FILLED WITH 1. SEE DETAIL 30- FOR FOUNDATION VARIABLES. 2. SEEDETNL24-FORPARQNGLOTINSTALLATION& REINFORCED CONCRETE AT A4012-O.C. PROVIDE I? COMPRESSIBLE JOINT FILLER AND POURED SEPARATELY. 3. SEE DETAIL 29- FOR PARKING GARAGE INSTALLATIONS. 3. KHA IS NOT RESPONSIBLE FOR THE DESIGN OF EQUIPMENT OR ANCHORAGETO THE 4. CONTRACTOR TO ENSURE HOUSEKEEPING PAD DOES NOT EMEND BEYOND THE FOUNDATION. ANCHORAGE SHALL BE PROVIDED BY THE EQUIPMENT MANUFACTURER AND FOUNDATION PEERIMETER. ARE ASSUMED TO BE CAST4N-PLACE PER MANUFACTURER RECOMMENDATIONS. V4 EVCS FOUNDATION SCALE 23 V4 EVCS FOUNDATION SECTION A -A SCALE 24 NOT USED SCALE 25 NOT USED SCALE 26 N.T.S. N.T.S. N.r.s. NTs EVCS PAD FOUNDATIONS WIDTH THICKNESS RESAR REBAR RERAR QTY. CONFIGURATION I.) m LAYERS 512E (PER LAYER) 4 3.2S 250' 2 #5 4 NOTES 1. FOUNDATIONWAS DESIGNED IN ACCORDANCEWITH 2DI8 INTERNATIONAL BUILDING CODE (IBC). ASCE 7-18, AND ACI 31&14. 2 PRESUMPTIVE SOILS WERE ASSUMED FM-2 IBIECTABLE180S.2. 3 FOUNDATION SHALL BE INSTALLED ON COMPACTED SUBGRADE WITH BASE WITH IFT N MINIMUM DEPTH OF FREE DRAINING AGGREGATE FILL (UNLESS OTHERWISE SPECIFIED). 4. VOLTA V4 ELECTRIC VEHICLECHMGING STATION (EVCS) MAY BE ROTATED AS NEEDED ON PROPOSED FOUNDATION BLOCK 5. ALL EQUIPMENT ANCHORAGE MUST BE CAST4N-PLACE ANCHORAGE SHALL BE INSTALLED PER MANUFACTURER SPECIFICATIONS. 5 NOT USED nlcALE 27 NOT USED s�A�E 28 NOT USED SCALE 29 EVCS VARIABLE FOUNDATIONS TABLE saAT 30 I WALL (MODULAR BLOCK) 31 I NOT USED 32 I NOT USED 33 I NOT USED Volta 155 DE HARD STREET SAN FRANCISCO, CA 94103 Kimley)))Horn New York C 2023 KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK. P.C. 1 N LEXINGTON AVE SURE SOS WHIT PLAINS.NY10601 PHONE, (914).36&9199 W WftKIMLEY-HORN.COM ��uI�cim I 111,11111111,-1111 111,11111111,-111, 11♦1--11♦ 11♦1111111♦-11♦ ISSUE DATE 09/25/2023 ISSUED FOR PERMIT R Li A VKRATON OF LAw FOR ANY PERSON. UNLESSTHEYAREAOTNGUNOERTHE OIAECDGNIEER. TO L..ICBN-1 DSEDPROOCUE .-. SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 SHEET TITLE SITE DETAILS SHEETNUMBER C3-03 34 EXTERIOR AREA FOR ELECTRICAL EQUIPMENT (d) #MINDA 2-1117 CONDUIT NEW 600V 200A FUSED GNDIN 2-17 CONDUIT NEMA aft Sc200 FUSED LOCATION OF METER TO BE DISCONNECT SVdTCH COORDINATED WITH UTILITY. PROPOSED 480V POLEMOUNTED UTIUN TRANSFORMER N (4) F30 AWG IN 2-17 CONDUIT M AVJG GEC TO 31C XS COPPER CLAD GROUND ROD COI SECTCIlA 4310 AWG • (1) N AWG GND 2.17 CONDUIT 150 KVA TRANSFORMER 2 SETS OF (4) 43r0 AWG • (1) P2 AWG ONO EACH IN 2.17 CONDUIT NEW PANEL'VI' NEMA 3R RATED 400A MCB 208YT120V PANEL NOTE: CIRCUIT BREAKER LOCATIONS ARE SHOWN FOR GRAPHICAL PURPOSES ONLY. SEE PANEL SCHEDULE FOR SPECIFIC CIRCUIT NUMBER AND LOCATION ON PANEL. r- --- --- IF ---- -I r ---- --- �- CPoVJER APoWER POWrcR 'CPOVrERR I I APOVrERY CHARGE POYERR I I I I I LEV-G3 — — — — — — _ LEVCS O4 — — — — — —1L _ _ _ _ , — — — — —EVCS —De ION CONDUIT SECTB CON W n SECTIDN E CMOUR 3ECnOt1 G I 1I �I POWERY CHARGER•CPoVF-R APOWERY I I CPOMERR APoWER I I I II I EVCS �2 — LEVCSO_ _ J [W WDSECigN IcII IILCCOSI HGD2UITSECTICNH r r CHARGER Y POWERPOWE J I I �I EV I LEVCSOt — — —�— — — J GENERAL NOTES. 1. ALL ELECTRICAL WORK AND RELATED ACTIVITIES PERFORMED ON SITE SHALL BE DONE IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE (NEC) STANDARDS BEING ENFORCED BY ALL APPLICABLE JURISDICTIONAL REOUIREMENTS AT THE TIME OF CONSTRUCTION. 2. ANY PAVEMENT DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR TO PRE -CONSTRUCTION CONDITIONS OR BETTER 3. CONTRACTOR SHALL USETIM/N COPPER CONDUCTORS. 4. CONTRACTOR SHALL USE EMT INSIDE AND OUTSIDE ABOVE GRADE VMERE NOTSUB.ECTTODAMAGE CONTRACT OR SHALL USE ROB INSIDE AND OUTSIDE ABOVE GRADE WHERE SUBJECT TODAMAGE CONTRACTORS ALL USE PVC SCHEDULE 80 UNDER PAVED OR SIDEWALKAREASAND PVC SCHEDULE 401N DIRT OR LANDSCAPEDAREAS 5. SEE SHEETSCI.00AND C2-00 FOR CONDUIT STUB UP LOCATIONS. 6. CONTRACTOR TO LOCATE JUNCTION BOX. LINE BOX (LB). OR APPROVED ALTERNATIVE FOR SITE SPECIFIC RUN LENGTHS AND BENDS. P•ro15c0eo,i a"' PimobOP-1- —21 R N"E"Ekxoctl Nee 20SYJ12W Pia.. GI YWn4 Milx. Be —.5 Aan AX: aft P-srN AC.43 ENCL..—) 3R MTG KM1.me 4D0 r— GH-11MI Lock Ce.a P•ialC— Oa.uplmtll®OSe+vW.. a u Pca W.• A A Au B -OKT C Nn CKi rt+g ---b _SPACE _CHMOIHGSTATIONEVCS. W 1 AnF'�Pab 0 p ILnaIGr.M 1 T to T,S 60 T CMARONDSTATIONEYCS% VCS% t0 2 See Note! 3 A1 4 C HMOINO STATION MS Be EO 2 Se.N-3 b0] BNOSPAGEH STATION EVC501 To 1SPACE1D ISee Nots] SO f 11 103•. 12KO b T CHARGING STATION EVCS O4CHARGINND 14! ...... ;o 1 seexwe co - b.0 --15 -- -uI- _.lee SO xob lcxiwmxctrenaNgvsaoi T CHAAONOSTATIOREVCSOS CHARGINOSTATIONEVCS05 tO T See N-3-- 1f 304a0 6p T CHMONO STATION EYCS 01CNAROIHG STATION EVCS O! 20 1 S.. N.bl (0 11 T3I Us NW.]', M 1 CHMONOSTATIOHeVCSOt CHARGING STATION EVES% f0 T See Nob] IfB 9 n T4t0 20 S•. Not. I' M 1 CHARGING STATION EVCSN SPACE CHARGING STATION EVCS% 30 1 See Nob] (0 T] 28 SPME E 29 30 SO U. Nol. in 1 CHARGING STATION EVCS+son +4A TaRIAvv.. Nan' 1. Cmnoc WA(I—H 81.0 ]. D•m•nd TWAT ) 1224 3 fiee VDr Drrorebsla coracles sa 4PA LZConAVRorvoh eDroDTANe Per (NarGln <1]SFT 1TSFT-200FT 2DDFT-2SSi1 2SSR-2]SFT 2TSit-]MXT 320FN4mkT dGFT-440FT 44DFT•5107 1 S EFT•835FT 635FT-7BOFT =T MT 12I.4A11,13• IT.]AWG. 12103AVTG♦ MIQAWG+ 12).2AWG♦ (2)P1AWG• (2)II/OAWG- 12)R]/OAWG. 12,111BAWG• (I).3/OAWG. I2)R3/OAWG• (2)R12AWG+ 12)PIOAWG• (21.10AWG• (11.1DALVG• 12I"A1VG• (2IRSAWB- (2)A8AWG• (21 RS AWG 12)A6AL'1G• 1A P6Awc♦ N1.-WG• N .6AW'G GNp II LEhLVGGND II .d A1VG GND 1 HANG GND AR N AWGGND II).n AW'GGND I11e1AWGGND (1).3AWGGN T.2 AWG GNO I1 kIAWGGNO Il1.lAWG G. VOLTAGE DROP TABLE N OTES L CONTRACTOR SHALL BE RESPONSIBLE FOR DE -RATING CONDUCTORS WHEN 4OR MORE CURRENT CARRLING CONDUCTORS ARE CARRIED IN THE SAME CONDUIT PER ME NEC. 2. THEIR TANS IN MI5 TABLE ARE TOTAL DISTANCES, NOT 1,1011I20MAL DISTANCES. INUUDE VERTICAL RUNS ANDJUNCTON BOX COIL ICNGTH IN THCTOTALCONOUCTOR DISTANCE 3 WHEN MORE THAN ONE CHARGING STATION ORCUITCONDUCTORSARE INA CONDUIT. LKEONLY ONESMRED EQUPM:NT GROUNDCONDUCTOR 4. WHEN INSTA W NG Pi AWG OR LARGIR CON DLCTORS FROM THE POWER SOURCE TO EVC3. INCLUDE MULTICONOUCTOR TAPS IN THE CLOSEST JUNCTION BOX PRIOR TO ENTERING THE NCS OR IN THE NCS It IUSOTIUT96AWGCONDUMMCANBERAAVNATOINTHENCS. Conduit Schedule Conduit Section Conduit p Conduit Size Conductors Installation Method A 1 2" (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 155 DE HARD STREET SAN FRANCISCO, CA 94103 Kimlep Horn New York O = KINLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK, P.C. 1 N L03NGTON AVE SUITE 505 WHITE PLAINS, NY 10601 PHONE: (914)-M&9199 \WAWIOMLEY-HORN COM REV DATE DESCRIPTION BY 1 06032022 CDIDOs PEP 2 OM 2022 CD100] GB 3 oer31r2023 CD1D0] EST 4 09rS2023 CDI005 KA ISSUE DATE 09/25/2023 ISSUED FOR PERMIT �EpF NE P m{ DDIf1D �� g'b.�sstaRP` RIBAVKK 1OFULVFORANYPER30N. NLES]THEYAREACTNGUNOERTIE URECT- OFA UCDISED PRDFESSIDVAL ENGNEER. TOALTER THIS DOCUMENT. SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 SHEET TITLE ELECTRICAL ONE LINE DIAGRAM & PANEL SCHEDULE SHEETNUMBER E1-00 46'REMOVAL EXISTING SURFACE 2d^TRENCH GENERAL CONTRACTORS TO { REPLACE EXISTING TOP SOIL NOTES' I I SURFACING MATERIAL TO 1. A NATIONALLY RECOGNIZED TESTING LABORATORY SHALL LIST ALL EQUIPMENT IN MATCH EXISTINGCOMPLIANCE WITH ART1t0.3. 2, ALL EXTERIOR EQUIPMENT SHALL BE RAIN TIGHT AND APPROVED FOR USE IN WET ;l\ -------------- -i� CAUTIONARY TAPE CONDITIONS. �OOO ------------------- COMPACTED BACKFlLL 3. ALL CONDUCTORS SHALL BE PROVIDED KITH STRAIN RELIEF UPON ENTRY INTO ENCLOSURES. ; '`� WITH SATISFACTORY WITH SATISFACTOR 4. EA CH UNGROUNDED CONDUCTOR SHALL BEIDENTIFIED BY PHASE AND SYSTEM PER ART ¢ O � •% __ __ --------- D \ NATIVESOIL TO R PROCTOR 210. S. ALL zV E: rv�F UNDISTURBED SO IL METALLIC COMPONENTS SHALL BE GROUNDED VIA EQUIPMENT GROUNDING CONDUCTORS, _------- --'"-"--'-- '\ C01nPACTE05PND BED 6. CHARGING UNITS ARE EQUIPPED Yr1TH AN INTEGRATED CONTACTOR TO PREVENT BACK 5 - (SEE NOTE 1) FEEDING OF PoVF_R TO THE SOURCE 7. CONTRACTOR TO 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 FOUND TO BE INSUFFICIENT. ABBREVIATIONS. A AMPERE AC ALTERNATING CURRENT AL ALUMINUM ART ARTICLE AUX AUXILIARY BLDG 13UILDING STRUCTURE CONC CONCRETE CU COPPER DC DIRECTCURRENT EGC EQUIPMENT GROUNDING CONDUCTOR (E) EXISTING EMT ELECTRIC METALLIC TUBING EV ELECTRIC VEHICLE EVSE ELECTRIC VEHICLE SUPPLY EQUIPMENT GALV GALVANIZED GND GROUND HOG HOTDIPPEDGALVANIZED I CURRENT KVA KILOVOLT AMPERE KW KILOWATT M METER MAX MAXIMUM MIN MINIMUM N NEUTRAL NEC NATIONALELECTRIC CODE TUTS NOTTOSCALE (N) NEW OC ON CENTER PL PROPERTY LINE PVC PO LYVINYLCHLORIDE RMC RIGID METALLIC CONDIT SCH SCHEDULE SS STAINLESS STEEL TYP TYPICAL V VOLT W XFMR WATT 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 UTn UTY ENGINEER ATTIM.E OF PRECONSTRUCTION MEETING TO ENSURE ACCURACY OF INSTALLATIONS 3, CONDUIT PATHS ME REPRESENTATIVE ONLY. EXACT CONDUIT PLACEMENT TO BE DETERMINED ON SITE BASED ON FIELD CONDITIONS. 4. MID R TO DRILLING. CONTRACTOR SHALL VERIFY THICKNESS OF EXISTING CONCRETE WALL IS AT LEAST T AND THAT 6' ANCHOR EMBEDMENT CAN BE PROVIDED. NOTES 1. LEANCONCRETEREDCOLORED TOP. MAYBE USED IN PLACE OF COMPACTED SAND. 2. BURY CONDUITS 36'MINIMUM BELOW FINISHED GRADE 3. ALLPVCSVEPSTOBEAMINIMJMI SVAEEPS. 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={ 3 1 NOT USED 1� 4 1 NOTE' 1. EXACT CONDUIT DIAMETERS MAY VARY UPON INSTALLATION. REFER ETICE CONDUR SIZE PER THE CONDUIT SCHEDULE. 2 CONTRACTOR SHALL ENSURE THAT BORE PIT IS BACK FILLED PER APPROVED METHOD UPON COMPLETION. ELECTRICAL NOTES & ABBREVIATIONS 1 NOT USED N.T•5` 5 NOT USED N.T.S. 6 BORE PIT N.T.S• 7 0 JUNCTION BOX SHALL BE POLYMER LIO SHALL BE CONCRETE CONSTRUCTION TIER 15 RATED t 0 NON-SKIDISURFACE CONCRETE COLLAR ELEC CLASS A3 I = A A A LIFT RING OR SLOT TOP VIEW COVER DETAIL NOT USED NOT USED CONCRETE COLLAR CLASS , '.,. , A3 IHI g' IX GRADE 1, GROUNDING ELECTRODE �'� 1 ' OPEN 3' COMPACTED SOIL V BOTTOM AROUND SIDES OF BOX #63, 076, #3 AGGREGATE PLACED UNDER ENTIRE BOTTOM OF BOX SECTION VIEW NON -TRAFFIC RATED JUNCTION BOX NOT USED 155 DE HARD STREET SAN FRANCISCO. CA 94103 im ey>>>Hor l 02023 KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK. P.0 1 N LEXINGTON AVE SURE 505 WHITE PLAINS, NY 10501 PHONE, (914)_1T6&9199 WW .10MLEY-HORN.COM III�IV��IY I III,IIIIIIII,-III, III,IIIIIIII,-III, III,IIIIIIII,-III, III,IIIIIIII,-III, L_IIIIIIII.-III, ISSUE DATE 09/25/2023 ISSUED FOR PERMIT s jl5/101� RLS A VbuTxl OP LALYfOR MYPERSW, UNLESETIEYARE ACTNGUNDER 1HE 0IXECTMOFALICENSEDPROF MONAL DIGNEER, TO ALTER T IS OOC<IYDrt, SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 SHEET TITLE ELECTRICAL NOTES & DETAILS SHEET NUMBER E2-00