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2024-0081 Volta Charging Station #6Tvolima SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 TOWN OF QUEENSBURY TAX ID: 295.8-1-3 '5v -° ITEM TASK YES NO WA THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF A VOLTA PROPOSES: APPLICANT: PROGRAM MANAGER: 1 CONTACT 811 UTILITY PRIOR TO EXCAVATION WORK PROPERTY LANDSURVEY ORTRLEDOCUMEITPD K NTS7TITLECOMMMENT. ALL -HORN ENGINEERING AND KIMLEY-HORN EN, -,NEE NG AND PROPERTY LINES,EASEMENTS, SETBACKS, EXISTINGINFRASTRUCTURE . 8 ELECTRIC VEHICLE(EV) CHARGING STATION FIXTURES TO BE LANDSCAPE ARCHITECTURE OF NEW YORK, P.C. LANDSCAPE ARCHITECTUREOFNEWYORKP.C. AND TITLE DOCUMENTS SHALL BE VERIFIED PRIOR TO START OF LOCATEDINPROPOSED STRIPED ISLAND AREAS AND EXISTING 1 N LEXINGTON AVE. SURE 505 CONTACT: RYANGRAM,P.E 2 NOTIFY VOLTA B KIMLEY-HORN OF ANY DISCREPANCIES W/ PLANS OR POTENTIAL CONFLICTS CONSTRUCTION. KIMLEY-HORN AND VOLTA DO NOT GUARANTEE THE LANDSCAPED ISLANDS THAT ARE ADJACENT TO ON -SUE WHITE PLAINS. NY 1U601 PHONE: (515)664-2695 3 VERIFY ALL FIELD CONDITIONS PRIOR TO START OF CONSTRUCTION IN ACCORDANCE WUH THESE PLANS. ACCURACY OF SAI D PROPERTY U NES, EASEMENTS, SETBACKS, OR PAR KING SPACES AND PART OF AN EXISTING SIX FLAGS ATTHE CONTACT. DEAN APOSTOLERIS EMAIL. RYAN.GRAM@KIMLEY-HORNCOM EXISTING INFRASTRUCTURE PROPERTY. THE EV FIXTURES ARE CUSTOMARY ACCESSORY PHONE (914)363-9199 4 INSTALL WORK AREA PROTECTION MEASURES. AND INCIDENTAL TO THE EXISTING COMMERCIAL USE AND EMAIL DEAN,APOSTOLERIS@IGMLEY-HORN.COM CIVIL ENGINE ER: CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL FIELD CONDITIONS SOLELY FOR THE BENEFIT OF CUSTOMERS VISITING THE STORE VOLTA REPRESENTATIVE: ML -HORN ENG NEERING ANO 5 FIELD LOCATEEXISTING UTILITIES AND CROSSINGS B VERIFY NO CONFLICTS WIPROPOSED INFRASTRUCTURE AND IS TO ALERT THE ENGINEER AND VOLTA OF ANY DISCREPANCIES THE FIXTURES ARE LOCATED TO PROM DE PRIORITY PARKING VOL A LANDSCAPE ARCHITECTURE OFNEW Y0RK P.C. FRIOR TO STARTING CONSTRUCTION. CONTRACTOR TO COORDINATE FOR PATRONSVdTH EVS AND DISPLAY VISIBILITY ALONG THE 156I HARD STREET CONTACT DANIELLOFRISCO,P.E 6 FIELDVERIFYALL STALLDIMENSIONSAND EQUIPMENT LOCATIONS WITH VOLTA PIA FOR ALL FINAL PLACEMENTSOF INFRASTRUCTURE. INTERIOR CIRCULATION AISLE FOR SHOPPERS. THERE ARE NO SANFRANCISCO,CA94103 PHONE- (973)d20-4182 FIR POSED CHANGESTO THE BUSTING TRAFFIC G RCULATION CONTACT. RICHARDSCHNIPKE EMAIL DAN.LOFRISCO@KIMLEY-HORN.COM 7 CONFIRMALLADA AND LOCAL REQUIREMENTS ARE MET. AT THE PROPERTY. PHONE (T45796&1342 TEMPORARY CONSTRUCTION ACCES SURVEY LIABILITY STATEMENT E.I. RICHARD.SCHNIPKE@VOLTACHARGING.COM ELECTRICAL ENGINEER: e ESTABLISH TEMPORARY 5(ES), ML-HORNEN N NGAND ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN SITE PARTNER: LANDSCAPE ARCHITECTURE OF NEW YORK P.C. 9 IMPLEMENT AND MAINTAIN EPSC CONTROL MEASURES PER LOCAL REQUIREMENTS. ACCORDANCE WITH THE CURRENT EDITIONS OF THE BUILDINGI SIX LAGS ENTERTAINMENT CORPORATION CONTACT- JEFFERYSALLEE,P.E 1172 U.S.9 PHONE' (187)-2138635 10 LOCATE VERTICAL AND HORIZONTAL UTILITIES PRIOR TO BORING. DWELLING, STRUCTURAL, PLUMBING, MECHANICAL, ELECTRICAL, AND EMAIL' JEFFERY.SALLEE@KIMLEY-HORN.CDM RREIFESAFETYCODESASADOPTEDBYTHELOCALGOVERNING QUEENSBURY, W 12804 11 PROVIDE PROPOSED LIMBS OF ASPHALT OVERLAY SKETCH TO KIMLEY-HORN B VOLTA OF NEEDED). AUTHORITIES NOTHING IN THESE PLANS IS TO BE CONSTRUCTED TO CONTACT MEIAARTINEZ PERMIT WORK NOT CONFORMING TO THE LOCAL GOVERNING PHONE (518)3IIX2197 12 SEED& STABILIZE ALL DISTURBED AREAS AFTER FINAL GRADING. AUTHORITIES CODES. EMAILJVMARTINEZ@SFTP.COM CONTRACTOR VERIFICATION CHECKLIST CODE BLOCK PROJECT DESCRIPTION PROJECT TEAM � t -Vt'kA,Cf SHEET NUMBER SHEETTITLE CO-00 COVER SHEET C0-01 GENERAL NOTES AN �COA2 VOLTA STATION OVERVIEW M03 STAMPED SURVEY (FROM OTHERS) C1-00 MASTER SUE PLAN • { SITE OVERALL SITE PLAN \ '` 5 1 .. C2-00 ENLARGED SITE PLAN EVCS 0t414 V ITE C2-D1 ENLARGED SITE PLAN EVCS 05-OB c ,_ - 'OiyO �♦ _ 1 r c3-o0 SITE DETAILS _ 1 _ 90t ..' � ,' I. r^- �• r C3-01 SITE DETAILS C3-02 SITE DETAILS rsrorh r \� - - ' ' � �• I- 2 � C3-03 SITE DETAILS Et-00 ELECTR ICAL ONE LINE DIAGRAM & PANEL SCHEDULE '!yam E2-0G ELECTRICAL NOTES& DETAILS 9 ♦- Y . . 1 r SHEET INDEX od Know whays BELOW. CALL before you dig. 1 ' CALL AT LEAST TWO WORKING L• - s - - - r' '••t DIG ALERT DAYS BEFORE YOU DIG j GI ENS IP:IIALS CONCT TRAORSHALLVERIFYALLPLANS&EXISn CC NGLATIDNSTH ,CONDUIONSONEJOB NO lZ,l,il SITE& SHALL IMMEDIATELY NOTIFY THE ENGINEER IN VATTING OF ANY DISCREPANCIES '1 I FYBEFORE PROCEEMNGWITH THEVARK OR BE RESPONSIBLE FOR SAME LOCATION MAP N,T.S. VICINITY MAP N.T.SE CALL BEFORE YOU DIG Volta 155 DE HARD STREET SAN FRANCISCO. CA 94103 Kimley>>> Horn New York 02023 KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTUREOF NEW YORK, P.C. 1 N LEXINGTON AVE SURE 5C5 WHTTE PLAINS. NY 10601 PHONE: (914)J6&9t 99 VVWW KIMLEY-HORN COM ®��mTS�!� II�I��IY Il�l��m 1111--1111 11♦111111■-1■ 1-_-11♦ 1.1_-1■ ISSUE DATE 09/25/2023 ISSUED FOR PERMIT R UNLESS 1UNLE TI>I CF LAIYFONANYRER1 ACR4GUN E SKN J o uFAUCI— � GIN ENEfl TO ALTER THIS �OaINFJR. L SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 SHEET TITLE COVER SHEET SHEET NUMBER CO-00 GENERAL NOTES: 1. VOLTAWILL PROVIDE AN INSTALLATION GUIDE AND OTHER SUPPORTING DOCUMENTS ATTIMEOF CONSTRUCTION. Z ALL EXISTING CONDITIONS SHOWN ARE APPROXIMATE EXISTING UTILITY LOCATIONS AND CROSSINGS ARETO BE LOCATED IN THE FIELD. CONTRACTOR ISTO CONTACT 811 UTILITY PRIOR TO BEGINNING ANY EXCAVATION WORK 3. ALL PAVEMENT, LANDSCAPING, UTIUTIES, AND OWNER PROPERTY THAT IS DAMAGED OR AFFECTED BY CONSTRUCTION SHALL BE RETURNED TO EXISTING CONDITIONS OR BETTER ATTHE CONTRACTORS EXPENSE 4. PROPOSED PAVEMENT STRIPING SHALL LINEUP VAT14 EXISTING STRIPING WHEREVER POSSIBLE ADDITIONAL PAVEMENT STRIPE IS NOT NECESSARILY PARALLEL TO THE CONSTRUCTED CHARGING ISLAND. S. THIS ACCESSIBILITY REVIEWWAS UNDERTAKEN TO IDENTIFY DESIGN FEATURES OF THE PROJECT THAT MAY BE CONSIDERED BY GOVERNMENTAL AGENCIES OR DEPARTMENTS. OR NON -GOVERNMENTAL GROUPS TO BE NON -COMPLIANT WITH THE AM ERICANS WITH DISABILITIES ACT OF 1MO. REVI BED 2D1O ADA REGULATIONS AND STANDARDS. THE AMERICANSWITH DISABILITIES ACT OF 19M 1S A FEDERAL CIVIL RIGHTS LAW, THERE IS NO FEDERAL REVIEW PROCESS TO ENSURE FULL COMPIANCE 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 INVOLVEMENTTO DEVELOP ACCESSIBILITY STANDARDS THAT WILL MEET OR EXCEED THE APPLICABLE FEDERAL GUIDELINES. ACCORDINGLY, NO CLAIMS OR WARRANTIES, EXPRESSED OR IMPLIED, ARE MADE THAT IN PREPARING THIS PLAN AND PROPOSING RECOMMENDATIONS, THAT ALL POSSIBLE BARRIERSTO ALL PEOPLE HAVE BEEN IDENTIFIED. 6. CONTRACTOR SHALL ACHIEVE A MINIMUM OF I% BUT NO MORE THAN A 2% SLOPE IN ANY DIRECTION WITHIN ADJACENT ACCESSIBLE SPACE AND BLEND ASPHALT OVERLAY TO EXISTING GRADES AS REQUIRED. CONTRACTOR SHALL PROVIDE A SKETCH TO VOLTA OF PROPOSED LIMITS OF ASPHALT OVERLAY TO ACHIEVE THIS REQUIREMENT PRIOR TO BEGINNING PAVEMENT WORK. 7. ACCESSIBLE EV STALLSWERE DESIGNED BASED ON EXISTING CONDITIONS ANDWITHOUT THE BENEFFTOF SURVEY DATA ALL ADA AND LOCAL REQUIREMENTS INCLUDING BUT NOT LIMITED TO SLOPE AND SPACING SHALL BE CONFlROAM BY THE CONTRACTOR AND MET AT THE TIME OF CONSTRUCTION. 8. CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES IN ACCESSIBILITY PR10RTO CONSTRUCTION 9. UNDER NO CIRCUMSTANCE IS THE CONTRACTOR TO DISRUPT AM 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 ALLTIMES EROSION CONTROL & GRADING NOTES: 1. ADDITIONAL EROSION CONTROL DEVICESTO BE USED AS REOUIRED BY LOCAL INSPECTOR 2 DISTURBED AREAS LEFT IDLE FOR FIVE DAYS, AND NOT TO FINAL GRADE WILL BE ESTABUSHED TO TEMPORARY VEGETATION MULCH. TEMPORARY VEGETATION OR PERMANENT VEGETATION SHALL BE COMPLETED ON ALLEXPOSED AREAS WITHIN 14 DAYS AFTER DISTURBANCE ALL AREAS TO FINAL GRADE WILLS ESTABUSHEDTO PERMANENT VEGETATION UPON COMPLETION 3. WHEN HAND PLANTING. MULCH (HAY OR STRAW) SHOULD BE UNIFORMLY SPREAD OVER SEEDED AREA WITHIN 24 HOURS OF SEEDING. IF UNABLE TO ACCOMPLISH, MULCH SHALL BE USED AS A TEMPORARY COVER CONCENTRATED FLOW AREAS AND ALL SLOPES STEEPER THAN 2.5:1 AND WITH A HEIGHT OFTEN FEET OR GREATER (DOES NOT APPLY TO RETAINING WALLS), AND CUTS AND FILLS WITHIN BUFFERS, SHALL BE STABIUZED WITH THE APPROPRIATE EROSION CONTROL MATTING OR BLANKETS. 4. THE ESCAPE OF SEDIMENT FROM THEBTE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH, LANMISTURBING ACTIVITIES 5. EROSION CONTROL MEASURES WILL BE 1 VWAINED AT ALL TIMES IFFULL IMPLEMENTATIONOFTHE PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL. ADDITIONAL EROSION CONTROL AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE 6. SEED ALL DISTURBED AREAS UNLESS OTHERWISE NOTED AS PART OF THIS CONTRACT. 7. THE CONTRACTOR SHALL DETERMINETHEEXACTLOCATIONOFALLEXISTINGUTNTIESBEFORE COMMENCING WORK AND AGREES TO BE RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT RESULT FROM THE CONTRACTORS FAIWRETO EXACTLY LOCATE AND PRESERVE ANY UNDERGROUND UTILITIES TO REMAIN. THE CONTRACTOR IS TO NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES A NDIOR CONFLICTS WITH EXISTING OR PROPOSED UTILITIES PRIOR TO PROCEEDING. B. STOCKPILED TOPSOIL OR FILL MATERIAL IS TO RETREATED SO THE SEDIMENT RUN-0FF WILL NOT CONTAMINATE SURROUNDING AREAS OR ENTER NEARBY STREAMS STOCK PILE LOCATIONS SHALL BE COORDINATED WITH THE ENGINEER PRIOR TO GRADING ACTIVITIES EROSION& SEDIMENT CONTROL PRACTICE SHALL BE INSTALLED PRIOR TO STOCKPILE OPERATIONS. 9. CONSTRUCT SILT BARRIERS BEFORE BEGINNING GRADING OPERATIONS 10. MULCH AND SEED ALL DISTURBED AREAS AS SOON AS POSSIBLE AFTER Fl NAL GRAIN NO IS COMPLETED (LAITHIN IS DAYS OF ACHIEVED FINAL GRADES) UNLESS OTHERWISE INDICATED. CONTRACTORSHALL TAKE WHATEVER MEANS NECESSARYTO ESTABLISH PERMANENT SOIL STABIUZATION. STEEP SLOPES (GREATER THAN 3:1) SHALL SESTA81LIZE0 WITHIN 7 DAYS OF FINAL GRADING. 11. PROVIDE TEMPORARY CONSTRUCTION ACCESS(ES)AT THE POINT(S) WHERE CONSTRUCTION VEHICLES EXIT THE CONSTRUCTION AREA, MAINTAIN PUBLIC ROADWAYS FREE OF TRACKEDMUD AND DIRT. 12 DO NOT DISTURB VEG ETATION OR REMOVE TREES EXCEPT WHEN NECESSARY FOR GRADING PURPOSES. 13. SEQUENCE OF CONSTRUCTION INCLUDED ABOVE IS A GENERAL OVERVIEW, AND IS INTENDED TO CONVEY THE GENERAL CONCEPTS OF THE EROSION CONTROL DESIGN. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETAILED PHASING M!D 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 REQUIREMENT& AOA GOMPLIANC@ 1. CURB RAM PS ALONG PUBUC STREETS AND IN THE PUBLIC RIGHT-OF-WAY SHALL BE CONSTRUCTED BASED ON THE CITY STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS 2 PRIVATECURB RAMPS ON THE SITE(I.E OUTSIDE PUBLIC STREET RIGHT-OF-WAY) SHALL CONFORM TO ADA STANDARDS AND SHALL HAVEA DETECTABLE WARNING SURFACE THAT IS FULL WIDTH AND FULL DEPTH OF THE CURB RAMP, NOT INCLUDING FLARES. 3. ALL ACCESSIBLE ROUTES. GENERAL SITEAND BUILDING ELEMENTS, RAMPS, CURB RAMPS. STRIPING. AND PAVEMENT MARKINGS SHALL CONFORM TO ADA STANDARDS FOR ACCESSIBLE DESIGN. LATEST EDITION 4. BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY THAT SUITABLE ACCESSIBLE PEDESTRIAN ROUTES (PER ADA AND FHA) EXIST TO AND FROM EVERY DOOR AND ALONG SIDEWALKS, ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES. IN NO CASE SHALL AN ACCESSIBLE RAMP SLOPE EXCEED 1 VERTICAL TO 12 HORIZONTAL IN NO CASE SHALL SIDEWALK CROSS SLOPE EXCEED 2.0 PERCENT. IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPE EXCEED 5.0 PERCENT. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 20 PERCENT SLOPE IN ANY DIRECTION. S. CONTRACTORSHALLTAKE FIELD SLOPE MEASUREMENTS ON FINISHED SUBGRADE AND FORM BOARDS PRIOR TO PLACING PAVEMENT TO VERIFYTHAT ADA SLOPE REQUIREMENTS ARE PROVIDED. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PAVING IF ANY EXCESSIVE SLOPES ARE ENCOUNTERED. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR ADA SLOPE COMPLIANCE ISSUES. SIT! NOTPS- 1. 14ORLZONTAL DIRECTIONAL DRILLING (HDD) OR OTHER TRENCHLESS METHODS AS APPROVED BY SITE HOST ARE THE PREFERRED METHODTO INSTALL CONDUIT BENEATH EXISTING PARKING LOTS AND PAVED AREAS. 1A. CONDUIT SHALL BE INSTALLED AT A MINIMUM DEPTH OF TWO AND ONE-HALF FEET (2S)OF? BELOW THE FREEZE LINE 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 TWO (2) INCHES 1.2. THE RECEIVING PIT SHALL BE LOCATED AS CLOSE AS REASONABLY POSSIBLE TO THE PROPOSED WALL PENETRATIONTO UMIT THE LENGTH OF BUILDING -MOUNTED CONDUIT. LOCATE RECEIVING PIT WITHIN ASPHALT PAVED AREA OR CONCRETE SIDEWALK AREA; RECEIVING PIT SHALL NOT BE LOCATED WITHIN THE UNLOADING PAD (SIXTO TEN INCH (6.10) REINFORCED CONCRETE SLAB AT THE REAR OF THE STORE]. RECEIVING PIT LOCATION AND WORK AREA SHALL NOT AFFECT SITE HOST CUSTOMER OR DEUVERY TRAFFIC. SEE SUPPLEMENTAL DOCUMENTS, RECEIVING AREA DIAGRAM. 1.3. THE RECEIVING PIT SIZE SHALL BE LIMITED TO THREE FEET (3) BY THREE FEET M AND SHALL NOT UNDERMINE THE BUILDING FOUNDATION, ENCLOSURES OR CONCRETE UNLOADING PAD. 1.4. BACKFILLEXCAVATIONSAND REPAIR PAVEMENT PER SPECIFICATIONS BELOW. 1.5. WHERECONCREfE PAVEMENT.SIDEWALK ASPHALT PAVEMENT, CURBING, OR CURBING GUTTER IS REMOVED, THE WIDTH OF THE REMOVAL SHALL EXCEED THE ACTUAL WIDTH ATTHETOP OF THE TRENCH BY TWELVE INCHES (12-) ON EACH SIDE OF THETRENCH, OR A TOTAL OF TWO FEET (Z) WIDER THAN THETRENCK 1.6. TRENCHING THROUGH THE CONCRETE RECEIVING PAD AT THE REAR OFTHE STOREOR THE DRIVE-THRU SIAB IS NOT ALLOWED. ONLY TRENCHING THROUGH MINOR CONCRETE INSTALLATIONS SUCH AS SIDEWALKS WILL BE PERMTTT ED. 1.7. EXCAVATE TRENCHES TO A DEPTH FOUR INCHES(41 DEEPER THAN BOTTOM OF FINISHED PIPE ELEVATION. 1.8. THEBOTTOMWIDTHOF THETPENCHSHAUSEASREOUIREDTOPERMFCONDUFr TOBEPROPERLY 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 I.1D. BEDDING AND BACKFILL MAYBE MATERIAL EXCAVATED FROM THETRENCH PROVIDED THAT IT IS FREE FROM DEBRIS AND ROCKS LARGER THAN ONE AND ONE-HALF INCHES (1-1/1T. 1.11. OVER THE RPE IN LAYERS NOT EXCEEDING FOUR INCHES (41, PLACE AND COMPACT SUITABLE FILL MATERIAL TO NINETY-FIVE PERCENT (95%) DRY DENSITY AS DETERMINED BY ASTIA D698. 1.12. COMPACTING ECUIPMEM SHALL RE OF SUCH DESIG N, WEIGHT, AND QUALITY AS IS REGUIRED TO OBTAIN THE DENSITIES SPECIFIED HEREIN OR INCICATMON THE DESIGN DRAWINGS AREAS INACCESSIBLETO 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 GONDITION 2. ANY UTILITIES, PAVEMENT,IRRIGATION. LANDSCAPING OR OTHER SITE FEATURES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED BY EV CHARGING STATION VENDOR TO SITE HOST SPECIFICATION. 2.1. WHERELANDSCAPING IS IMPACTED, IT ISTHE RESPONSIBIUTY OF EV CHARGING STATION VENDOR TO RE-OSTION OR PROVIDE NEW LANDSCAPING WITHIN THE SITE HOST PROPERTY TO ENSURE COMPLIANCE PATH ANY CODE REQUIREMENTS. 22 WHERE PARKING LOT. SIDEWALK OR OTHER PAVED AREAS ARE IMPACTED OR DAMAGED, IT IS THE RESPONSIBILITY OF THE EV CHARGING STATION VENDOR TO REPAIR THE AREA TO UKE NEW CONDITION, REPAIR SHOULD EXTEND BEYOND DAMAGED AREA TO NEAREST CLEAN BREAK THAT ALIGNS WITH ARCHITECTURAL BREAKS, MATERIAL JOINTS, PAVEMENT MARKINGS, ETC. 3. VMEREAPPICABLE UTIUTY SERVICEPROVIDERTO USE SITE HOST APPROVED ROE (RIGHT OF ENTRY) AGREEMENT. SITE HOST PROGRAM MANAGER WILL PROVIDE TEMPLATE WHEN NECESSARY. 4. ASiHALTPAVEMEWRWOVALMDREPVCEMEM 4.1. SAWCUTWE PAVEMENT TO NEAT, STRAIGHT LINES TO THE FULL DEPTH OF THE PAVEMENT. PAVEMENT REMOVAL SHALL EXTEND A MINIMUM OF TWELVE INCHES 0Z) BEYOND THE EDGES OF THE REMOVAL AREA ANY OTHER PAVEMENT AREAS DAMAGED DURING REMOVAL SHALL ALSO BE REPAIRED OR REPLACED AS NECESSARY 42 REMOVE THE PAVEMENT WITHOUT DAMAGING THE PAVEMENT THAT IS TO REMAI N IN -PLACE 4.1 IF BASE REPLACEMENT IS REQUIRED, COMPACT THE IN5ITU SOILS TO NINETY-FIVE PERCENT (95%) ASTM D698 AND PLUS OR MINUS TWO PERCENT (2%) OF OPTIMUM MOISTURE CONTENT. REMOVE AND REPLACE ANY UNSUITABLE I"FTU SOILS 4.4. PLACE AND COMPACT BASE MATERIAL TO NINETY-FIVE PERCENT (65%) OF ASTM DNS. 4.5. APPLY PRIME COAT TO AGGREGATE BASE IN COMPLIANCE WITH THE DOT SPECS. PRIME COAT SHALL NOT BE APPLIED MORE THAN TWENTY-FOUR (24) HOURS BEFORE ASPHALT PAVEMENT IS PLACED. APPLICATION RATE TO BE PER THE DOT SPEC. 4.6. CLEANANDAPPLY TACK COAT TO THE ENDS OF CURBS. EDGES OF CONCRETE SURFACES EWES OF MANHOLES AND INLETS AND EWES OF SAW CUT PAVEMENT THAT WILL REMAIN IN -PUCE 4.7. PACE AND COMPACT HOT -MIX ASPHALT. HOT -MIX ASPHALT THICKNESS SHALL BE THE GREATER OF THE IN -PLACE ASPHALT OR THREE AND ONE-HALF INCHES (3.5-). ASPHALT MIX DESIGN SHALL BE BY THECONTRACTOR 4.8. PLANT MIXED ASPHALT BASE/BINDER COURSE PROVIDE ONE COURSE LAIDTO A MINIMUM COMPACTED THICKNESS OF TWO INCHES In. 4.9. RAM MIXEDASPHALT SURFACECOURSE PROVIDE ONECOURSE LAD TO A MINIMUM COMPACTED THICKNESS OF ONE AND ONE-HALF INCHES (1-vn. 4.10. FOR SMALLER JOBS, IT MAY NOT BE FEASIBLETO INSTALL UNDER AND SURFACE COURSES, IN WHICH CASE SURFACE COURSE PLACED AND COMPACTED IN TWO LIFTS, WILL BE ACCEPTED. 4.11. IF PLACING HOT MIX ASPHALT WITH A SHOVEL BEGIN PLACING HMA AGAINST THE EWES OF THE PATCHAN WORKING INWARD. HMA SHOULD NOT BE PACED IN THE CENTER OF THE PATCH AND RAKEDTOWARDS THEEWES. 4.12. THEFIRSTPASSOFTHE ROLLER OR COMPACTION EQUIPMENT SHOULD BE ALONG THE EWES OF THE PATCH TO PROPERLY FORM THE JOINT, THE ROLLER WHEEL OR COMPACTION EQUIPMENT SHOULD OVERHANG THE EXISTING PAVEMENT ONTO THE PATCH BY SIX INCHES (6). AFTER THE PERIMETER OF THE PATCH HAS BEEN COMPACTED BEGIN TO WORK TOWARDS THE CENTER OF THE PATCH WITH SUCCESSIVE PASSES OFFSET BY SIX INCHES (6). 4.13. THE CONTRACTOR SHALL UTILIZE THE APPROPRIATE HEAVY COMPACTION EQUIPMENT TO ACHIEVE THE REQUIRED COMPACTION OFTHE ASPHALT. 4.14, SEAL THEAREA AROUND THE EWESWITH AN ELASTOMERIC UOUID ASPHALT SEALER TO PROTECT AGAINST WATER INFILTRATION, INCLUDING ANY INADVERTENT OVERCUTS DURING THE S WCUTTING PROCEDURE PROJECT LEGEND: P DETAIL NO. C3.01 SKEET NO. Volta PROPERTY LINE BREAK LINE 155 DE HARO STREET EXISTING CURB AND GUTTER SAN FRANCISCO, CA 941 D3 EXISTING PARKING STRIPE z. ❑ ❑ EXISTING FENCE EXISTING OVERHEAD POVvfR LINE EXISTING CONCRETE EXISTING GRAVELMEA H or EXISTING LANDSCAPED AREA �imley))) Q EXISTINGTREE O 2023 KIMLEY•HORN ENGINEEPoNG AND EXISTING SHRUB LANDSCAPE ARCHITECTUREOF NEWYORK P.C. 1 N LEXINGTON AVE SUITE 505 . EXISTING ROCK WHITE PLAINS. NY 10601 yl/Q Y EXISTING FIRE HYDRANT PHONE (911)-36&9199 VmwJQMLEY-HORN,COM ® ® ® EXISTINGCATCHBASIN/MANHOLE EXISTING POWER POLE EXISTING LIGHT POLE REV DATE DESCRIPTION BY 8- EXISTING SIGN POST 1 05AGW22 CD100S PEP O (] EXISTING UTILITY/STRUCTURE 2 OP13O2O22 CD10Os GB 3 (]E,0112023 CD10OS ESP EXISTING ELECTRICAL ROOM 4 0W252023 25W CO10Os KJ c PROPOSED ELECTRICAL CONDUIT ■ PROPOSED ELECTRICAL JUNCTION BOX/ LITHE PAX OR APPROVED ALTERNATIVE PROPOSED ELECTRICAL EOUIPMENT AREA ® PROFOSEDTRMSFORMER ISSUE DATE r PROPOSED COMMUNICATIONS CONDUIT 09/25/2023 ■ PROPOSED NETWORK COMMUNICATIONS BOX PROPOSED CURB AND G UTTER PROPOSED PARKING STRIPE ISSUED FOR o PROPOSED CONCRETE WHEELSTOP P E R M I T C_ `• •] PROPOSED CONCRETE PAD - n - TP - PROPOSED TREEPROTECTION Q Q PROPOSED TREX FENCING OF NEIWy PROPOSED VOLTA L2 CHARGING STATION APYYYIJ0 PN7 O O PROPOSED VOLTA L2 POST-NSTALLED CHARGING STATION PROPOSED VOLTA L3 WFC CHARGING STATION G p6�`t OHO 9 �ss� ® PROPOSED PCS FOUNDATION ® PROPOSED PCS FOUNDATIONVM 4' BOLLARDS RIS AVKXAT]N OF MAW FpR TINY PERSON. UNLESS THEY ARE ACING UNDER TIE OIRECTgH OIA LICENSED PROFESSIONAL QIGNEER,TO ALTER RIIS DONWENT, ® PROPOSED L2 REMOTE CHARGING UNIT/ CHARGING PEDESTAL FOUNDATION PROPOSED.DOX&.CUCK SIX FLAGS THE p PROPOSED SIGN POST GREAT ESCAPE 0 PROPOSED SIGN POST W/BOLLARD PHASE 1 • PROPOSED POST INSTALLED SIGN POST • PROPOSED POST INSTALLED SIGN POST WtlBOLLARD 1172 U.S. 9 - PROPOSED WALL MOUNT EDSIGN QUEENSBURY, NY 12804 PROPOSED 4' ISOLATED PIPE BOLLARD SHEET TITLE GENERAL NOTES SHEETNUMBER 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: 6OA/2P, 2081240 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 Volta 155 DE HARO STREET SAN FRANCISCO. CA 94103 Kimley) Horn New York ONKIMLEY.HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK, P.C. 1 N LEXINGTON AVE SUITE S05 WHITE PLAINS. NY 1-01 PHONE (91E}35&5199 VWMIOMLEY-HORN.COM r0��m ISSUE DATE 09/25/2023 ISSUED FOR PERMIT FOR REFERENCE ONLY DESIGNED AND PROVIDED BY OTHERS R ISAVIOIATIONOFUA FORANYPERSCN. 1 U NLESSTHEYAREA—G UNDER THE 111 Or. ECTNYI OF A L—SED PROFEs51ONAE DIGNEER,TOAITERTHlS DONNENT, SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 SHEET TITLE VOLTA STATION OVERVIEW SHEET NUMBER CO-02 ISSUE DATE 09/25/2023 ISSUED FOR PERMIT FOR REFERENCE ONLY DESIGNED AND PROVIDED BY OTHERS R ISAVIOIATIONOFUA FORANYPERSCN. 1 U NLESSTHEYAREA—G UNDER THE 111 Or. ECTNYI OF A L—SED PROFEs51ONAE DIGNEER,TOAITERTHlS DONNENT, SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 SHEET TITLE VOLTA STATION OVERVIEW SHEET NUMBER CO-02 O o \ ° PN L. \a q O \ LANDS NMEN O . HWP DEVELOPMENT. LLC OA1` \ L 3447 P. 220 2 �\O\\\` \' •\\\ 3 i 0 \ -Is\ GRAPHIC SCALE (w TE 1 m00an - eo It Carol Do -peon o'Panca 8 (S*cban 295.00 Block I La 1) Sao Shot 6 fa Moro Rerontly Described ALL mAt pertain Dot nasal em co orp-1 eland, ai!uate. "and beep in Me 7 wn dGuaenSWry ry, Camon Warrant and Stele of flew York and being coundedand d-bed ea follows; BEGINNING at an lam Pips lou dan Oar w-steM side of New Yak State M.ghway Route No. 9, Atkil ascot marks a rorthalshdy cdncrd tarts rawahmorfy nI Groat Eswp* 7hcme Park LLC (1021R871 and Mw mWMa#any camera/the IaMs here,n LbarAbbd RUNNING/ a*tpomt o/beginning much 57dagmes 35mmxsa 00seco cf, west along tree southerly bounds al"e lends Yehm described 49558 feat to en loon p{w Lamd foe comer, 7NENCE north 120egreea iB maiden 00 seconds we51165 f8lae! fa an ironp'pe hamdkra comer, THENCE a" me mu"nnyantl milany bank done Buller&oak aw Iaik:xsg courses end N.t!bnces 7. hell 35 do9,aos 51 mmdes 00 sernds vest IS.S7 fast Loan iron P'po /ante; 2. norm 59 degrees 05 mmdes DO.-Mi m# 131.561.1 h a9 inn rod low nd; 3. ham 39 degmes 3G mlm4os 00 seconds an# ]8.051oot to epainP 4. ham 02 dogmas 50 min4es 00 seconds ea# 5315 feel ro .point s. hall! 01 tlogrees 34 mmdes 00 serows wo# 124.36 /cef fa oo Icon pyw toad: 6. nos 06 dogmas 30 mmWes W seconds ea# 111.94 fxt ro .paint 7. north 20 tlogroos 64 minutia 0a seises ca# ]2.44 Ns h apaN msM,ng a igrmN# CampdOro Daniel( In25),' d, which paid rs ioca:odin Mt wesfanylinodlards moor lwrtrortyol Dora:d J. Daniel (1J7R25); THENCE south 31 degrees 32 minutes 00 sewnds ea# 342741.1 to an von pip -!cuss the senti-sloe, comerdlards d red Dardeh THENCE north 62 dogmas 18 minutes 30 seconds cast 119.22 fact ha point on Me we#ady Mdo of Naw Yak Slate Hgnway Pont* No. 9. THENCE along the legally We dNew Yak Stale Hghway Rohe No 9 sixth 31 dW,w, 54 mmutns ea# 205.0E Mel to law punl eve pW,, of BEGINNING, cenluk,ag 3.83 a-, morn or ban. EXCEPTING and mawlnp Imm Me sloe. msmbcd p-8. olds, ifpry. acquired by me Slate of New Yak far the puryesos of milarwg of Naw Yak Slate Route 9. \ \ PARCEL 2 \ TAXPARCEL 295.00fJ RUH �00- N t \ i1 \ \ �o W O 1 I' I' PARCEL 6 TAXPARCEL 295.08.1.! LEGEND re:0 • aNeua sA/roaaxA , 10.Rtw RasaFrrre BESFr � •in[PrruFPrh'.sis[ � .w rta vuar �' •HRErwR,rr Q .s[a£aatd P �° aRaaa,Y Roc •M[onnUGlEf LANDS"" OF GREAT ESCAPE THEME PARK LP. L 1021 P. 261 0,= "NOS NiF OF MITCHELL A. COHEN \ L 13}1°Pry8) if Cp ,tDesoWmeiPa,%vt2(Seat 295088kdkiLW3) Sae shoot 6 MMae ReceMN Deschocd ALL mat eenen pot pace wparcel orlard. Maisie, 4,V and being in fie Town of OueembnO'. Warren Canny. New Yen, k edw mldy of Now York US Route 9 and eathdy of lnhrstaf, Rodo V. aim known as all AWmndxk Nadhway. and.1sch Invest is bourdedand di scdbetl asWe- BEGINNING M is pond In me wesfery bound's ofNen Yak U.S. Route 9 and of me southeast comer of lands dMaadow Run Development Corp.. it filch pews d6apnrnrg is elm Me northeast canard. 97M.7squ-e hot parcel conreyedby Meadow Run Dawk4-,.f Cana M Allrech'ms Land, Inc. by deed Milad 5rflr1989 orb mcu dodA Ne Warren flaunty Clerk's Ol6ce N book 750 ddoeds alpage Ifil, antl wlMra paint abegnrbg Ls shah at a dine -of 40.12 het, nwlhany measured along the westerly bdmds d sat Rode 9 ham seeress# oamerof (hose premises conwyedby Charter R. Woodfo eadow uell Con, ad*adaatPeg. ace. RUNNING THEtiCf aMWbyadaWedgdwafentlg3lh/f3lrto99m66d.nagllf recworutlrsadcsnosnadid Nes'atavrkm's osnacbegmmbaosk t76 wc#erybondsdF de R. t. mum 3l degrees :Omindas east 333.43/ t 2sou027 degrees 24 min des 40 seconds *act 30523 het 3.seeM 63 dagnes .5 minu:ns s20 ,-Ws west 86,00 feet 4.sou052depee.17mindes 40 seconds east 201.00! t 5. wain 22 6*-. 51 inhams Calif. 2W.85 het h the -mat camor of those pmnlms cl-y d by Wxb m H Paddns"Donad J.Wnets. byeeW dared 1(12411968 and moomed In Gook 737ofdeeds at pogo 22S antl boingafso the seasons# opa*rddtsa premrsas canaoy*dbyme E#afa dWilwm M. Perktiu to Anrnwpfa tmahu. by da*d naiad 1lnnaeDanareromad inBook 63s ordeals at lags 769: THENCE swan 61 degrees 41 minu!es 30sewnds west 131.66 /eel t in, rMhweal co nerdsad/ands -.Yee h Daniels' THENCE norm 29 degrees 41 mlmili s 30seconds Was:, and running along free -Ndy line of those premises conveyed by Joan Al. Afamix to Mahan M. Can/straro by dead dared ZW1986 and tecomfed in the Waron County Chink's 011 in book 673 of deeds at page 970, fora distance of 14272 feet to the northeast comer of said last mentionedpramilms; THENCE the lahwrg seven courses and distances along me northwastedy and nodhedy line of sob last mremroned pncmises' f. south 22 dogmas 2/ minutes 30 aaaords west 32.40 feet: 2.-h 07 dryrces 57 minded W meshes we#. 111.94 /m1. 3. south 03 degrees 05 minuses 30 secanas east 124.38 feet; 4.muh 03 degnos :7 minutes 30 saca,ds west. 5315 /eat 6. We Waepees 03 nmaWes 30 seconds we#. 131.5fiat 6. south 30 Ocgrces :2 minutes 30 clients west. 131.36 het 7.southto wdlilm 18 minutes 30 clients west, 4253 hot he coo nanmrcst cocoanutcords conwyMby llamas ro Cansirem' THENCE south 40 depees 50 minu!es 30 seconds ea# fare drslence a12e5. 18 hettu the southwest mmerdsaklWMs dCanisham: THENCE north 59 d ig-li 02 mhules 30 seconds lost I" the noumeny Mile ofasid last Mentiared pmmises fore dufanc'e of 496,58 feel to a point in the malady bpmds of Naw York U.S. Route 9. THENCE.." 30 depnes 57 i, nulls 30 sano dt mg,akXg said weslany bounds, for a drsmnao of 20.00 fact m M e rorthcast carveroso of lhpromises conveyed by Conlin and Marina arg Freiberto Rog., and Lone LaFontaine by deed dated 11111992 and recomad in said Walk's ofroe in book 645 of deeds at page 757; THENCE south 59 dogmas 02 minutes 30 seconds west along tiro northerly lino of said fast anattlionedpromises, for a distance of=23 feet m an angle point therein; THENCE rtdh 73 dogmas 5f minutes 30 winds was(, Pon a dstanco of393.00 teal to n polnl in the easfellyboulds dlnterstale Route 87. elm known as the Adirondack Northway: THENCE north 18 degrees 43 mvures we#, along sad easterly bounds, and crossing a stream known as "Meadow Run". fora distanm 0(135839 foot to the souNwost comor of those promises convyyed by Charles R. Wood to Meadow Run Development Corp. by the afaamenfancd dead recorded in book 476 ofdaatls at page 308; THENCE nos 84 degrees 14 minutes 20 seconds east, along the southerly line of aid last mentionetl pmrrdms, fora distance of 80.94 feet to a point which Is located at a distance of 42.25 feet westenych a course of sash 84 degrees 14 minutes 20 seconds West from the nortn"st ama d a mangularpamel Bland conveyed byABmctions Land Inc. !o Mellow Run Development Corp by deed dated &W1989 and recomed In Ire Warren Caunly Clark's 07ro in bock 754 of deeds etpage 159, THENCE scum 28 deghas 07minutoa 50 seconds east br a dishnce d 92.07 reef to a pere,inch is localWaradi#aMof40.00/elfnestegwaro=m,,I=M61degrees52 minutes 20 seconds west the sawh-v center.land lnengul"pameh, THENCE north 61 degiveu 52 rmnuhs 20 seconds east la a tlishnce of 223,74 tali to Iha *as" caner of said thmgWarpa eel and winch poll( is also the norfawesl roman ofa 9769.7 square fall pa.•cal cehwlyed by'ma'RPn 0-kipmeM Cop to ABncaons Lend Ina by dead aalad May 8. 198D and Mcomad"sa.H tlwrk3 chic, m beak 754 of dams at page 761; THENCE coillueg horn 61 degrees 52 mmdes 20 sttends ea#, along me norhady lme ofsad 9769.7 square l-Parcar antllan of the way og (tro kxmumcry race c1 a slap masonry wale fora dndinice d '"' --- `- G and -$at" 19.90 acres fMhd. mere -less, ei 1 erA2 above lends appropdaledby fhc PaoaW dlhe SMIo of ens, County 0erk3 OR eon by f3, 1D8B in Ober 1072pe9a 180 CONSTRUCTION NOTES: _ - : - 1. CONTRACTOR RESPONSIBILRIESCONSISTSOF, BUT NOT LIMITEDTO. CHARGING STATION MOUNTING. FOUNDATION CONSTRUCTION, CONDUIT INSTALLATION. AND WIRING. 2 CONTRACTOR TO PANT PROPOSED EV PARKING STALLS PER .rURISDICTIONAL REQUIREMENTS. 3, CONTRACTOR TO INSTALL TREE PROTECTION FENCING PRIOR TO ANY ' CONSTRUCTION ACTIVITY. SEE SHEET C FOR DETAILS. r - - • y7 - 4. EXACT STATION PLACEMENT AND ROTATION ANGLE MAY VARY SLIGHTLY UPON INSTALLATION DEPENDING ON SITE CONDITIONS CONTRACTORTOFIELD VERIFYALLSTALLDIMENSIONSANDALL EQUIPMENT LOCATIONS TO ENSURE SUFFICIENT SPACE IS AVAILABLE t _,2 T -• - 6. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS WHEN DRILLING INTO EXISTING CIP SLAB AND CIP DROP PANELS TO AVOID DAMAGE TO t • -' f y �. - t� �� N' ANY REINFORCING AND EXISTING STRUCTURAL COMPONENTS. T. USE APPROVED ASTM METHOD PACOMETER GPR. ETC.) TO (X-RAY, LOCATE MILD STEEL AND PRESTRESSING TENDONS PRIOR TO '+* DRILLING. DO NOT CUT OR DRILL THROUGH ANY EXISTING _ REINFORCING. ADJUST LOCATIONAS NECESSARY TO AVOID EXISTING REINFORCING ENSURE 1'GAP MIN BETWEEN RESARAND E S• ( ` _a .� ANCHORAGE 8. VOLTA WILL MAKE EVERY EFFORT TO FOLLOW WITH THEIR PROPOSED CONDUIT. AN EXISTING CONDUIT ROUTE FROM ELECTRICAL ROOM TO iQ MASTER SITE PLAN ! - '•�A, /� '- - I't '... 4 1W •.. PROPOSEDSTATION PLACEMENTS. MEN AN EXISTING ROUTE IS NOT - _ t _ / "9' AVAIIBLE.VOLTA.d LMAKEEVERYEFFORTTOCONCEALMIDE, \ t' 1 r)� - PAINT AND MINIMIZE VISUAL IMPACT OF CONDUITS ANY MERE THEY .� -:f f,� • 1 {X r MAYBEVISISLE TOTHEPUBLIC. Y T ( 9. CONTRACTOR IS RESPONSIBLE TO LOCATE ALL VERTICAL AND .� HORIZONTAL UTILITIES PRIOR TO DIRECTIONAL BORING.ANY \ OVERALL SITE PLANT ALTERATIONSTO THE PROPOSED CONDUIT ROUTE ARE TO BE (SEESHE£TC1.01 FCRDETAILS) `�R.COOROINATEDWTTH THE PROFESSIONAL ENGINEER(S)PRIOR TO CONSTRUCTION. 10. MY REMSTO REMAIN THAT ARE DAMAGED BY THE CONTRACTOR �� SHALL BE REPLACED TO THE EXISTING COIID ION OR BETTER AT THE CONTRACTORS EXPE APPROXIMATE PROPERTY LINE(TY\P) _ iI\IF( NSE 11. CONTRACTOR TO LOCATEJUNCTION BOXOR APPROVED ALTERNATIVE FOR SITE SPECIFIC RUN LENGTHS AND BENDS. 1 "j< at' 24� w` - 12. DEVIATION FROM PLAN ON THE PROPOSED CONDUIT METHOD IS AT t / •� f. „ e '\ y ERM THE CONTRACTORS DISCRETION PJID SHOULD BE DETINED BASED / 1 _ ONEXISTING UNDERGROUND FIELD CONDITIONS. ANY DEVIATI DNS I'�. `\• SHALL BE APPROVED BY VOLTA AND THE SITE HOST. CONTRACTOR TO ENSURE AL -CONDUIT INSTALLATION MET HODS ARE APPROVED BY •, \ /�, 1. _ LOCAL JURISDICTION AND INSPECTOR. \ J PARKING NOTE: 1. THIS PROJECT PROPOSESTO UPGRADE(11) STANDARD PARKING STALLS TO (6) EV CAPABLE PARKING STALLS. REFERENCE NOTE: b.: t - - , ~' - - :.-•J - 1. SEE PROJECT LEGENDONSHEETCMI FOR SYMBOLSAND UNETYPE DESCRIPTIONS x F - r• �' �' II ek i Volta 155 DE HARD STREET SAN FRANCISCO, CA 94103 Kimley>>> Horn New York 0 2023 KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE CF NEW YORK. P.C. 1 N LEXINGTON AVE SURE 505 WHITE PLAINS. NY 10601 PHONE: (914I-36&9199 VWNKMMLEY-HORN.COM REV DATE DESCRIPTION BY 1 03103'2022 CDIDOs PEP 2 OB/JDW22 CD100s GJB 3 08/31CIM CD1DOs ESP 4 092SW23 CD100s KJ ISSUE DATE 09/25/2023 ISSUED FOR PERMIT 1PSB OF NEW r0 O A sue,_ "�'�ESSION7�t�' N R GVKAATON OF LAW TOR ANY PERSON. UNLESS FAAREACINGUNDERTIE OIE—VEER TOALIOTER EI IS oO0a1ME L SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 SHEETTITLE RAGE REFERENCE: MASTER SITE TRIAL IMAGE(S) PROVIDED BY NEARMAP PLAN AGERY 02022 Nov= , HERE N nearma„/ GRAPMCSCALE INFEET SHEET NUMBER CURenI: Ueor: Change 1 • •,,, o Ts 1� ^ I _ O O } PROPOSEDUNDERGROUND CONDUIT 3 ry < SECTION C (HANDLTRENCH t20) E2-00 !` •.(SEE ELECTRICAL SHEETS FOR DETAILS) X - ,. •fit. :e - _ _ t6 23 ....0 :3 - VOLTA L CHARGING STATION 03 )�. EVCS FOUNDATION -� •JPROPOSED UNDERGROUND CONDUIT SECTION B(BORE235) E2-00 'PROPOSED EMERIOR ELECTRICAL AREA (SEE ELECTRICAL SHEETSFOR DETAILS) (SEE ELECTRICALSHEELECTRDETAILS) _ VOLTA L'CHARGING STA DN 02 16 23 ��-- _ _ EVCS FOUNDATION C3A2 C3,03 _ — — — — — — — — — 3 PROPOSED UNDERGROUND0ONOUR E24X1 SECTION D (HAND -TRENCH s20) PROPOSED UNDERGROUND CONDUIT 3 (SEE ELECTRICAL SHEETS FOR DETAILS) SECTIONA(BORE440) (SEE ELECTRICAL SHEETS FOR DETAILS) EXISTING POWER POLE It CSF UNDATIONG STATION Oc _ 1 16 23 3-03 EVCS FOUNDATION P L- EVCS FOUNDATION q@ C3-03 I j � - _ PROPOSED NEW SERVICE TIIIN / '�� P• CONTRACTORTO COORDINATELAITH LOCAL UTILITY ENLARGED SITE PLAN 1 ')� b (SEE SHEET C2-0 FOR DETAILS/!1'. n n .� ^ ENLARGED SITE PLAN 2 X (SEE SHEET C241 FOR DETAILS) PROPOSEDUNDERGROUNDCONDUIT 3 •� 'I SECTION E (BORE 2129)) E2-00 APPROXIMATE PROPERTY LINE (GYP.) (SEE ELECTRICAL SHEETS FOR DETAILS) M - , PROPOSED UNDERGROUNDSECTION F(BOREDu7 E2.00 \� / a `l 1 ' 1 L— — — — — — (SEE ELECTRICC=L SHEETS FOR DETA LS — — — 1 °.520 CHARG NG STAT ON05 f 51.T '. .�S EVCSFOUNOATIONW/SCONCRETEPAO C3D2 C3-03 16 23VO TA CHARCG NG LL I SF&02 C30 PROPOSED UNDERGROUND CONDUIT 3 SECTION G (HAN0.TRENCH 215) E2-00 (SEE ELECTRICAL SHEETS FOR DETAILS) I LIIttI� ' I 6 V TAL CHARCNGSTAT ON 07 23 1 EVCS FOUNDATION C3-02 C3-03 PROPOSED UNDERGROUND CONDUIT 3 I _ 46�9 SECTION H(HAND-TRENCH 220) (SEE ELECTRICALSHEETS FOR DETAILS) VOLTAL2 CHARC NG STAT ON DB I6 23 EVCSFOUNDATIOY C"2 Ca 1 EXISTING FENCE TO REMAIN AND BE PROTECTED ry --, \T, l I ! OVERALL SITE PLAN CONSTRUCTION NOTES: 1. CONTRACTOR RESPONSIBILITIES CONSISTS OF, BUT NOT LIMITED TO. CHARGING STATION MOUNTING. FOUNDATION CONSTRUCTION, 00NDU7T 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 FIELD VERIFY ALL STALL DIMENSIONS AND ALL EQUIPMENT LOCATIONS TO ENSURE SUFFICIENT SPACE IS AVAILABLE. 6. VOLTA WILL MAKE EVERY EFFORT TO FOLLOW, WITH THEIR PROPOSED CONDUIT, AN DUSTING CONDUIT ROUTE FROM ELECTRICAL ROOM TO PROPOSED STATION PLACEMENTS MEN AN EXISTING ROUTE IS NOT AVAILABLE, VOLTA WILL MAKE EVERY EFFORT TO CONCEMJHIDE, PAINT AND MINIMIZE VISUAL IMPACT OF CONDUITS ANYVMERE THEY MAY BE VISIBLE TO THE PUBLIC. 7. CONTRACTOR IS RESPONSIBLE TO LOCATE ALL VERTICAL AND HORIZONTAL UNUTIES PRIOR TO DIRECTIONAL BORING. ANY ALTERATIONS TO THE PROPOSED CONDUIT ROUTE ARE TO BE COORDINATED VATH THE PROFESSIONAL ENGINEER(S) PRIOR TO CONSTRUCTION. 6. ANYITENIS TO REMAIN THAT ARE DAMAGED BY THE CONTRACTOR SHALL BE REPLACED TO THE EXISTI1,13 CONDITION OR BETTER AT THE CONTRACTORS 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 METHO D IS AT THE CONTRACTORS DISCRETION AND SHOULD EE DETERMINED BASED ON EXISTING UNDERGROUND FIELD CONDITIONS. ANY DEVIATIONS SHALL BE APPROVED BY VOLTA AND THE SITE HOST. CONTRACTOR TO ENSURE ALL CONDUIT INSTALLATION METHODS ARE APPROVED BY LOCAL JURISDICTION AND INSPECTOR. PARKING NOTE: 1. THIS PROJECTPROPOSESTO UPG1RADE(11) STANDARDPARKING STALLS TO (B) EV CAPABLE PARKING STALLS. REFERENCE NOTE: t. SEE PROJECT LEGEND ON SHEET C"I FOR SYMBOLS AND LIME TYPE DESCRIPTIONS PARKING DATA TABLE EXISONC PROPOSED RIMCE ST o— 1. fi90 3 STALLS TO BE DEDCATED TO EV MMMG STATIONS ACCE59BLE 37 37 D SITE DATA TABLE S0. IT. -ES (J)BWTf15� 270 no96 TOTAL UPERNDU6 216.117 5.65 IMAGE REFERENCE: AERIAL IMAGE(S) PRO VIDED BY NEARMAP IMAGERY 02022 Ncar p, HERE ti negrmry •. fi GRAPHIC SCALE IN FEET I •fir �I1II,\A • a 10 20 40 cumenl: elect: Change �,', 1 lvoltal 155 DE HARD STREET SAN FRANCISCO, CA 94103 Kimley>>> Horn New York 02023 KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK P.L. 1 N LW NGTON AVE SURE SM WHITE PLAINS. NV IM01 PHONE: (914)-36&9199 WMAQMLEY-HORN.COM I13111M =11IIIIIIIIIIIII11m ISSUE DATE 09/25/2023 ISSUED FOR PERMIT O W ` FSS P• ins � RGAVKHA WOFUVFMANTPENSW. UNLUSTHEYAREAD-G UNDER THE DREeNDN OFA UCMSED PROTESSIONAL INGNEER,TOALTER-S OOCU-1 SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 SHEETTITLE OVERALL SITE PLAN SHEET NUMBER C1-01 3 PROPOSED UNDERGROUND CONDUIT SECTION B E2-00 ELECTRICPI IBORE335) SHEETS FOR DETAILS)I h ..` - CONTRACTOR TO INSTALL TREE PROTECTION FENCING 3 R PRIOR TO ANY CONSTRUCTION ACTIVTry (TYP.) Cym _ EXISDNGTREE TO REMAIN. CONTRACTORTOENSURE APPROXIMATE PROPERTY LINE(TYP.)�•-. THEREWLLBENO DISTURBANCE OF TREES DURING - --- THE CONSTRUCTION PROCESS(TYP.) ■ ■ 1111- ■ ■ ■ ■ 1111. ■ ■ ■ ■ 111- ■ ■ ■ ■ ■ ■ DUSTINGCONCRETE STAIRS PLACE ) O TIN CONTRACTOR TO PROTECT IN PLACE I 1 I 1 VOLTA L2CHARG Nag A ONO] 16 23 '-- EVCS FOUNDATION C 2 C3-03 I 1 I 6 23 CHARGING STATION1 I C3-02 C3-03 EVCS FOUNDAT10NI ' I ^-• - PROPOSED APPROX 4 FT MAX 3t HEIGHT WALL(TYP) 8 12 EV SIGN POST E C30I q 01 (TYP.) ( C3 1 - 5 6 EV STRIPING `- C300 C3-DO (TYP) A^� C3 EXISTING PARKING STALL TO BE CONVERTED INTO STANDARD EV STALL ENLARGED SITE PLAN 1 6W CUY9EMONG FOR DETAILS) EXISTING CURB TO REMAIN. CONTRACTOR TO PROTECT IN PLACE (rrPJ EXISTING PARKING SrALL TO BE CONVERTED INTO STANDARD EV STALL EXISTING TREE TO REMAIN. CONTRACTOR TO ENSURE , THERE WLL BEND DISTURBANCE OF TREES WRING THE CONSTRUCTION PROCESS (TYP.) PROPOSED EXTERIOR ELECTRICAL AREA (REFER TO ELECTRICAL SHEETS FOR DETAILS] PROPOSED NEW SERVICE TIE-IN. CONTRACTOR 1 TO COORDINATE WITH LOCAL.UTIUTY YCSFOUNDATIONV-- 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. 1 N LE%INGTON AVE SURE5D5 V,"ITE PLAINS. NY 106D1 PHONE: (914)-35&9199 WWMKIMLEV-HORN.CON REV DATE DESCRIPTION BY I O6N32022 CD100S PEP 2 OV30 22 CDIW0 G.S 3 O6/312023 CDIDOs ESP 4 09252023 CDIDOS KA \\\ / 16 23 VOLTAL2CHARGINGSTATION06 - C3-02 C303 EVCSFOUNDATION I 3 PROPOSED UNDERGROUNDCONDUR 2-00 SECTION CMANQTRENCH 32177 3 \ PROPOSEDUNDERGRWND CONOUR SECTION D(HANQTRENCH t10E2-00) ' \).JJJ '` 31 PROPOSED APPROX 4 FT MAX C303 HEIGHT WALL(rYP.) - -- - ISSUE DATE 09I2$/2023 _. 3t • ---- — PROPOSED APPROX 4 FT MAX — _ _ -.._.... - _. ISSUED FOR C303 (TYP.) 8 12 SIGN POST (T C301 C3.307 (nP) PERMIT 6 12 EVSIGNPOSr 5 6 EV STRIPING C301 C3-01 (NP.) \C3.00 C300 MP.) 1bY0W WGllENU➢ EXISTING PARKING STALL TO BE CONVERTED INTO STANDARD EV STALL B EVSTRIPI14. EXIST I NG PARKING STALL TO BE C300 (TVP) CONVERTED IWO STANDARD EV STALL PROPOSED UNDERGROUND CONDUIT 3 SECNETS FOR DETAILDN E(BORE xt 20) E-J'l10 (SEE ELECTRICAL SHEETS PROPOSED UNDERGROUND CONDUR 3 SECTION F(BORE- E2-00 LSEE ELECTRICAL SHEETS FOR DETAILS) <E OF NEV 1P ELLO O .ay,,� 900AT Flt't� -..SSW' ��5/lOL9 RLSAVKIIATCN OF 41N FOR ANY PERSON. UNLESS TH EYARE AOTNGUNDER THE DIRECTM OFA LICENSED PROFES-1- ENGNEER.TOALTER 1H15 DOCUNDR. 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 APPROXIMATE PROPERTY UNE (TYP.) } EV SIGN POST B 12 � ii, (fYP.i C3-01 C3-01 — PROPOSED UNDERGROUNDCONDUTT 3 SECTION G (HANRTRENCH 215) E2-00 _ (SEE ELECTRICAL SHEETS FOR DETAILS) EXISTING CONCRETE SIDEWALK TO REMAIN. CONTRACTOR TO PROTECT IN PLACE (TYP.) y EV __. STRI%NG 5 6 _ (TVA.) EXISTING PARANG STALL TO BE' rt jFON-VEFERTED INTO STANDARD EV STALL CIN COMRAOTOR TO INSTALL TREE1 ROTECTIDN FENG IOA \hi�! a PRIOR TO ANY CONSTRUCTION ACTIVRY RYA.) ri � �- SU E XISfING TREE TO REMAIN, CONTRACTOR TS. IS E'' ' THEREWILLSE NO DISTURBANCE OF TREES DURING J THE CONSTRUCTION PROCESS (TYP.) \. �T� MO EXISTING PARKING STALLS TO BE CONVERTED INTO STANDARD EV STALL VOLTA L2 CHARGING STRATI N 16 23 E'— 9.0' (TYP.) I EVCSFOUND ON%V]6CONGRETE PAO C3.02 C}D3 '1 PROPOSED UND62GROUNO COIJDUIT 3 PRO POSEDUNDERGRDUNDCONDUIT SEC1-IONF(BORE28a) E2-00 E2-00 SECTION E(BORE t12(T) (SEE ELECTRICAL SHEETS FOR DETAILS) (SEE ELECTRICAL SHEETS FOR DETAILS) i� VO TAL2CHARGNG _A DN 16 j� EVCS FOUNDATION C3-02 C Il ENLARGED SITE PLAN 2 5 6 EV F,G C3-00 C3-00 (iYP.).) Evc7�—� \I%NG\ ■IIIIIIIIII111111111111111111111111111111011111111111111111101111111110 or 9�J 19�1 Two EXISTING PARIONG STALLS TO BE CONVERTED INTO STANDARD EV STALL XISRNG FENCE TO REMAIN. :ONTRACTORTOPROTECT IN PLACE (TYP.)! B 12 EV SIGN POSE C3-01 C3-01 Tn'PI EXISTING CURB TO REMAIN. CONTRACTOR TO PROTECT IN PLACE (TYP.) (C Volta 155 DE HARD STREET SAN FRANCISCO. CA 941 D3 Kimley>>)Horn New York 02023 KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK. P.C. 1 N LEXINGTON AVE SURE 505 VNHRE PLAINS. NY 10631 PHONE. (9141-36 9199 W V.IQMLEY-HORN.COM Il�l��m ©I��m 11111111111■-1111 1.11111111,-111, L_IIIIIII.—III1J ISSUE DATE 09/25/2023 ISSUED FOR PERMIT APl SOLO Fq YO 0 11 90p0, E W $SIDHHL Oi%L%1019 R 45A VIIXAT]N OF FIV FOR ANY PERSW, UNLESSTHFAUC O1IVGUFE 0 O M-EE OFA NCEN -PROFESSIONAL D+cr+EEa. TOAl1Ea THIS IozuDR. T PROPOSED 4"wHRE STRI%NG C}p0 SPACED 24' O.C. � a5• (TYPJ 3 SIX FLAGS THE PROPOSE2-00 SECTONEH(HAND-TRUNDERGROUND EN H032U� CONDUIT (SEE ELECTRICAL SHEETS FOR DETAILS) GREAT ESCAPE PHASE 1 1172 U.S.9 QUEENSBURY, NY 12804 SHEETTITLE ENLARGED SITE PLAN EVCS 05-08 ` GRAPHICSCALEINFEET SHEET NUMBER C2-01 2 1. UNLESS NOTED OTHERWISE, THE FOLLOVANG NOTES RELATING TO THE 'SITE DETAILS' SHEETSSHALL GOVERN. 2. COMPRESSIVE STRENGTH OF CONCRETE FOUNDATION SHALL BEA MINIMUM OF 4.500 PSI AT 26 DAYS WITH MAID MUM W9CM RATIO OF 0.45 AND AIR -CONTENT OF 5%+/- t,55e. 3 MINIMUM YIELD STRENGTH OF REINFORCEMENTTO BE 60.000 PSI (ASTM.A615). 4. REFERENCECMLANDELEC. DRAWING FOR EQUIPMENT LAYOUT, LOCATION OF CONDUIT, ETC. 5. FINAL ANCHOR BOLT AND POLE DESIGN INCLUDING SIZE AND CONFIGURATION ARE SY MFR 8. BEFORE STARTING ANYWORK THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON THE SITE AND REPORT ANY DISCREPANCIES IMMEDIATELY TO THE ENGINEER. 7. NO GEOTECHNICAL ENGINEERING REPORT WAB PROM DED BY THE OWNER FOUNDATION DESIGN IS BASED ON A MINIMUM OF 1,500 PSF NET ALLOWABLE BEARING PRESSURE ON UNDISTURBED NATURAL SOIL OR COMPACTED FILL UNLESS OTHERWSE NOTED. 8, UNLESS OTHERVSE DIRECTED BY THE OWNER, ALL FOUNDATION WORK RELATED TO INSTALLATION OF REBAR SHALL REINSPECTED BY OTHERS. 9. KIMLEY-HORN AND ASSOCIATES, INC. IS NOT RESPONSIBLE FOR THE DESIGN OF THE EQUIPMENT OR ANCHORAGE TO THE FOUNDATION. MANUFgCTURER SHALL SUBMIT LOADS TO ENGINEER FOR RECORD KEEPING PURPOSES ONLY. 10. DESIGN ISBASEDONTHESPECI FICEQUIPMENTSHOWNINTHESE DRAVANGS AND ILLUSTRATED ON THE VOLTA CUT SHEETS. 11. ALL MATERIALS SHALLBEINACCORDANCEWITH THE LOCAL DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 12. ALL FOUNDATIONS ARE TO INCLUDE COMPACTED SUBGRADE AND MINIMUM T COMPACTED STONE BASE UNLESS OTHERWISE SPECIFIED. 13. BUILDING CODE IBC 2MI8 DESIGN PARAMETERS (PER ASCE 7-16): VAND SPEED: 106 MPH EXPOSURECATEGORY. C TOPOGRAPHY CATEGORY. 1 RISKCATEGORY: 11 SEISMIC PARAMETERS: Ss-0.259 S1 = O.Th99 SITE CLASS: D FROST DEPTH: 65' FEMA FLOOD ZONE X NOTE BOLLARDS ARE NOT DESIGNED FOR FULL 6 KIP IMPACT LOADS UNLESS OTHERWSE NOTED AS'VEHICULAR RATED'. TREE DRIPUNE f RYPJ SENSITIVE AREAS TREE PROTECTIONMIGH VISIBILITY FENCING \R `-------LIMITS OF DISTURBANCE NOTE FURNISH AND INSTALL TEMPORARY HGIiVISISLITY FENCING AT CONSTRUCTION LIMITS PRIOR TO ANY LAND DISTURBANCE I GENERAL NOTES I I NOT USED 2 1 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 Chaliag STRIPING GUIDELINES SURFACEPREP CCH CNT A ACP W LT BAGKGR W N D: BRANDED STRIPING ASPHALTPREP AOL— "a •.,...Hex T.. n... o. e.o-, ...vH4.w. EV STRIPING GUIDELINES Volta Charoog STRIPING GUIDELINES 1 0 EVCHARGING I EVCHARGING 5 I EV STRIPING GUIDELINES ARSOHITELY DO NOT AOOESORIES E WH[FL STOP9 ne t ACCFSC aGLE:n:�4 a wT.e.i IETIFRS.•. n, I .•v. o. n...Pea+.� ASPHALT PREP vbp t�.w„1����eri a�nu. •Yn 6 I NOT USED 7 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 LID INGTON AVE SUITE 505 WHITE PLAINS, NY 1DS01 PHONE: (914)6&9199 VN MKIMLEY-HDRNCOM REV DATE DESCRIPTION BY I 05103'2022 CDIDOS PEP 2 OS/J=2 CD1D05 GJB 3 GM1=3 CDIDh ESF 4 09R5 23 CDIWO KA ISSUE DATE 09/25/2023 ISSUED FOR PERMIT {PSE OF NEWYO \�LLAFq/ O W RD OTE5510N 4P9�5/lO�� R LS A VIOIATCN OFIAW TOP PN1' PEPSOV. U NLE55 THEY APE—IGUNDER IHE DRECTKYI OFF LICENSED PROrESNONAt ENGYIEEP, TO ALTEP THIS ppCUNDrt. SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 SHEETTITLE SITE DETAILS SHEET NUMBER C3-00 CAP STEEL PIPE POST WITH 2k2' STEEL (HOT DIPPED GALV) CAP OR ENGINEER APPROVED EQUAL EV PARKING SIGN (SEE DETAIL 12, THIS SHEET) ww o �w 217 SO STEEL (HOT DIPPED GALV) SIGNPOST Z� �u O< f� ms M4YSQUARE POST 12 GA.STEEL (HOT (HOTDIPPED GALV) M(Z) 3841' STEEL BOLTS (HOT DIPPED (1'BOLTTO BOLTSPACING 3-MAX WITH WI WITH 3/4'MINIMUM EDGE) _GRADE yN0TURBF ATI15VE SOIL NOTES: 1. SIGN TO BE GREEN(PANTONE 355C) WITH W ITE LETTERING AND MUST BE REFLECTIVE LETTERING. 2. TO REPLACED AT HEAD OF PARKING STALL. 3. POST MOUNTED OBJECTS PER ADA CODE SECTION 11B.307.3. 4. THISDETAILSHALLONLY BEUSEDWMENSIGN POST ISLOCATEDOUTSIDEOFPARKING LOT PAVEMENT AND 2 MIN. CAR OVERHANG ZONE CAL SIGN POST N.T.SE 8 NOT USED NTSE 9 FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS. 2 ELECTRIC VEHICLE CHARGING SIGN INSTALLATION HEIGHT: ALL SIGNS TO BE INSTALLED AT 6T ABOVE FINISH FLOOR. IF SIGNS ARE LOCATED WITHIN AN ACCESSIBLE ROUTE. THEY WILL BE INSTALLED AT DX ABOVE FINISHED FLOOR. MEASUREMENTS ARE TAKEN FROM BOTTOM OF LOWEST SIGN. SIGN REQUIREMENTS SCALE T.S. 12 I NOT USED N. NOT USED 13 I NOT USED 10 I NOT USED HY OTHERS. OC STEEL MOT DIPPED GALV) PIPE SOL FILLED W/CONCRETE VEW1 WHITE REFLECTIVE TAPE POST GUARD BOLLARD COVER CL1385G. OR APPROVED EQUAL 155 DE HARD STREET SAN FRANCISCO. CA 94103 Kimlep Horn New York 02023 KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK. P.C. 1 N LEYINGTON AVE SURE 505 WHRE PLAINS. NY 106D1 PHONE.- (914)-336&9159 WWV V KIMLEY-HORN COM REV DATE DESCRIPTION BY 1 061032022 CD1D0s PEP 2 0°JJ02022 CD1DOs GJB 3 09 12023 CDIDOS EST 4 0W2&W23 CD1DOs K.A ISSUE DATE 09/25/2023 11 ISSUED FOR PERMIT tiEDF NEWy 4P �LIp Fg7S goo O RuAVKHAT�N CFLAWFORFNYR'THE . UNLESS 1K,AAR E ACRYGUNp ER THE ORECTpV OFA DOENSEp PROFE551 'T. ENcavEER. Ta uTER Tnrs poauDrt. I .1 RADE SIX FLAGS THE GREAT ESCAPE PHASE 1 \�'��:�\�`\�.� • I X�;;X��� `\ UNDISTURBED L NATIVESOI`/%'. i• �/ I \, CONCRETE FOOTING 6-CLR. QUEENSBURY 1172 SNY 12804 SHEETTITLE SITE DETAILS NOTES: 1. CONTRACT OR TO ENSURE PLACEMENT OF BOLLARD DOES NOT IMPACT VISIBILITY OF STATION SCREEN. 2. CONTRACTOR TO ENSURE WILLARD PLACEMENT DOES NOT OBSTRUCT Zr DOOR SWING ON BOTH SIDES OF THE MEDIA STATION. 3. BOLLARD SLEEVES SHOULD BE CUTIN THE FIELDAND ARE TO BETHE HEIGHT OFTHE STEEL SHEETNUMBER (HOT DIPPED GALV) POST AND SAW HOLE CUT IN THE FIELD TO FIT OVER THE STEEL (HOT DIPPED GAL%) PIPE BOLLARD. BOLLARD SLEEVE TO BE FLUSH WITH GRADE 4. THIS DETAILSHALL ONLY BE USED BOLLARD INSTALLV.A ATIONSTHIN AN EXTERIOR PARKING LOT. 3-� S. THIS BOLLARD IS NOT DESIGNED FOR VEHICULAR IMPACT. 14 scALE N.T.S. 15 FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS FRONT A-- leen specs tT.zfxyr rmY�r,HR+'� 1faTmrrr R> tpzY.*.e •alu u. s>GI tprOs4.s�i Print Wrx rr.: Aye.. m.Twwn TOP SIDE lerel2 H-Mb Si31L1n t1R[KtyA V: b4 H/45e IWl0.•t 1 r t� �Na sar ryLKL 1 b> aW R•r+� .LYn-hn•z fOrdrEYF:>Y [41011..Y weary R.Im rnnY.ae .i S prewzl 'nt14�OrG'X I Kta[Kr �..Jd uF=r! YD♦A �>fr Hcurvc.u:.KN. A�r�r_r—rrr auu _ IrE�in r.nrn'r vra u5•D 0B5•W rtr101rt-�^.1r N�rL A• 4riNr.X».+ to gwaal FzO VOLTA V4 EVCS CUT SHEET CHARGER SPECIFICATIONS. SIZEH BEIT z W 365, D 15.5' WEIGHT 7001bs CORD LENGTH 19 POWER TYPE 20B24DVAC,4 A(MA)Q. 10 kW MAY, PLUG: SAE A MCOMPUANTCONNECTOR USTINGS. UL E354307 POWER REQUIREMENTS CHARGING UNIT. 60A/IP 20B/240V BREAKER STATION AUXPOWER X)NIP120VBREAKER NOTES: 1. THE GRIP RANGE FOR THE CHARGE CABLE BEGINS AT 3B.5• ABOVE PARKING SURFACEDE 2. SEETAILS17819.THSSHEETFORMOREINFORMATION. 19 aT% 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 O 0 innogy _-__. _ ___—_._uF:[rii•e�xv�:HeM.r•n N:�.ii. wi>I .r.,.4+...•�rz.o.n : Err.r-s fires girt �. i. «' The oOa. o's'rsss.�+Nls no:ba-<N W tisY mrtn war Or �rp>e>c Re.Bo. r:r be we«rs.a+tlu nv�y b>+eKarv>fa+r:>r Brm4y nra.r r•nsurt.dvrn4zn•fl� frf L'T?ASKfA:C11:05 cwla�s Tccn uu snw 3X4 arngF.LLsm Ls e,r>a5>ner IE,mP„KclrK Sn1. S, A..,-, m. .CA CA.2705, USA 20 FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS V • ° } STEEL (HOT DIPPED GALV) CHARGING STATION BASE PLATE EVCSFOUNDATION • — — (SEE DETAIL. SHEET C3-03) • ° s •• CHARGINGSTATION CHARGING STATION BASE PLAN NEW (s5) PROPOSED CHARGING STATION ANCHOR HOLE (SEE NOTE BELOW] 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 AIRISDILTICNAL REQUIREMENTS. 2 CONTRACTOR TO VERIFY FASTING CONCRETE SLAB THICKNESS AND MAINTAIN T MINIMUM COVER OF CONCRETE BELOW EMBEDDED ANCHORS. 3, REFER TO DETAIL 17 FOR BASE PLATE DIMENSIONS. CAST IN PLACE ANCHOR. MINIMUM EFFECTIVE EMBEDMENT OF TOR ENGINEER APPROVED EQUAL POST INSTALLATION MECHANICAL ANCHOR. (4) 513' DIAMETER HILTI KB-TZ2 ANCHOR WITH MINIMUM EFFECTIVE EMBEDMENT OF 3-1/4' OR ENGINEERING APPROVED EQUAL 17 1 VOLTA BASE PLATE ANCHORAGE FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS. O e00x professional 0 Data sheet innogy u.r.ru.. hrtt __ __ _ _-fvNt)ihncwlRur+w.-.+n.'srntern •..^.0 M w M Mm✓J.p�va... r .i ...i •q�w.�ICMV.F.� �.be >+• M4 ,w U 1 fi..>wr wM� ."".aa.vMlvK.a+X.wsY,.-nm>E;... v.••v>-+e.+r..�mo 21 I NOT USED Volta 155 DE HARD STREET SAN FRANCISCO, CA 94103 Kimsey))) Horn New York 02023 KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK. P.C. 1 N LEXINGTON AVE SURE 505 WHITE PUV NS. NY 10BD1 PHONE:(914 6s-9199 VWVW.KIMLEY-HORN.COM REV DATE DESCRIPTION BY I OBM32022 CD100s PEP 2 OMD2022 CDIW0 G,IB 3 0W12023 CDiDDs ESF 4 02/SW23 CD1DOs Ha 78 ISSUE DATE 09/25/2023 ISSUED FOR PERMIT 4PAEOF Nl,, �e�LO FRi O 55 OFF10d ��� R DAEMTi 1GF 4 TNG —ER TIE N. UNLESS OFY AREALTIVGUNDER THE OH 1—r nEA LICENSED PROTESSI�W.L ENCNEFR. TO ALTER THIS DOIXI4FNT. SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 SHEETTITLE SITE DETAILS SHEET NUMBER C3-02 22 INSTALL 12- COMPRESSIBLE yy JOINT FILLER 1VHERE EQ. E.O. FO'JNDATIOtJ ABUBEXISTING EVCS PAVEM EM OR CONIC. PAD(TYP.) CHARGING STATION FOVNDATION (SEE NOTE I) MIN.6'C HOUSEKEEP NG PAD HOUSNKTE4) TRAX INRAJSED08E CONTRACTOR TO ENSURE CONTRACTOR UTILIZED IN RAISED TO ENSURE LANDSCAPE ISLANDSTO 30 I CONCRETE FOUNDATION STAIS CONNECT FND. TO BACK OF O p AND GRAD EARS FLUSH INSTALLED EX CURB. CONTRACTOR TO PLUMB VERIFY PADISFLUSHWITH /-- — _ EXISTING GRADE FND. AND CURB . IL z•cLR'� <.I Or CHARGINGSTATIONSASEPLATE EVCS ANCHOR (iYP.) (SEE DETAIL 17ON SHEER C34M ¢ (SEE NOTE 3) CHARGING STATION 'r' 3• a REBARCONFIGURATION PER DETAIL 30 FOOTPRINT 3-CLR . �. CONCRETE FOUNDATION v L � (SEE NOTE t) b FOUNDATION SHALL IIJST A T BASE VATHG MINIMUM MINIMUM COMPDEPTH OFF A DEPTH OF FREE DRAINING AGGREGATE FILL NOTES I. SEE DETAIL 30- FOR FOUNDATION VARIABLES. NOTES. 2 E)Q NO GRADE AROUND EVCSS INSTALLED IN ISLANDS CAN BE GRASS OR FILLED VATH 1. SEEDETAIL30- FOR FOUNDATION VARIABLES. REINFORCED CONCRETE AT" 012-O.C. PROVIDE I2- COMPRESSIBLE JOINT FILLER AND 2. SEE DETAIL 24- FOR PARKING LOT INSTALLATIONS. 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 EXTEND BEYOND THE FOUNDATION. ANCHORAGE SHALL BE PROVIDED BY THE EQUIPMENT 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.T.S. N.r.s. N.T.S. EVCS PAD FOUNDATIONS CONFIGURATION WIDTH (W) THICKNESS (fJ REBAR LAYERS REBAR SIZE REBAR CTY. (PER LAYER) 4 3,25' 250' 2 - 4 NOTES 1. FOUNDATION WAS DESIGNED IN ACCORDANCE WITH MIS INTERNATIONAL BUILDING CODE (IBq, ASCE T-16, ANO ACI 31&14. 2 PRESUMPTIVE SOILS WERE ASSUMED PER 201 B IEC TABLE 1605.2 3 FOUNDATION SHALL BE INSTALLEDON COMPACTED SUBGRADE WITH BASE WITH IFT MINIMUM DEPTH OF FREE DRAINING AGGREGATE FILL (UNLESS OTHERWISE SPECIFIED). 4. VOLTA V4 ELECTRIC VEHICLE CHARGING STATION (EVCS) MAY BE ROTATED AS NEEDED ON PROPOSED FOUNDATION BLOCK 5. ALL EQUIPMENT ANCHORAGE MUST BE CAST -IN -PLACE. ANCHORAGE SHALL BE INSTALLED PER MANUFACTURER SFECIFICATIONiZ SCALE SCALE SCALE SCALE NOT USED A,r� 27 NOT USED „r 28 NOT USED „_ 29 EVCS VARIABLE FOUNDATIONS TABLE „__ 30 NOTES U.113— AN 1 DETNLPROVICED-1NFORVAT 1—Y. v ISIOPE TO DRWI FNAL OEEtGDED uOWWiYULLS RE OYPACTEO v-.!C«4.�� TORE P0.0WDED SYYULL NANUFACTU0.ER. C511DGRAOE LEVEBNG PAO WALL (MODULAR BLOCK) CALE 31 NOT USED NTBE 32 NOT USED 33 1 NOT USED V Oita 155 DE HARO 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 505 V,HITEPLAINS. NY 10601 PHONE- (914)363.9199 Vw,WKIMLEY-HORN.COM REV DATE DESCRIPTION BY i OM3:022 CDIEQs PEP 2 06/JD2022 CD1D0S CUB 3 DM12023 CD1005 ESF 4 092S2023 CDIW0 K.A ISSUE DATE 09/25/2023 ISSUED FOR PERMIT <E OF NEW 09000� tw, A�TFssroAL�` q/�/�� R LS A VKXATICN OF LAW FOR ANY PERSW. UNLESS THEYARE ACTNGUNDER THE -ECTIW OF A NCENSED PROFESSIONAL ENcrLEER.TourER THIS Dow1ENr. SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 SHEET TITLE SITE DETAILS SHEET NUMBER C3-03 34 EXTERIOR AREA FOR ELECTRICAL EQUIPMENT PANEL NOTE CIRCUIT (4)P3 AWG a(1)z4 ALAS NEW60OV200A FUSED AWG GND RE BRLOCATIONSAL GNDIN2-1?CONDUIT NEMA 3R SERVICE RATED IN2-1/2'COND IT IN2-1/2'LONDUIT SHONN FOR GRAPHICAL LOCATION OF METER TO BE DISCONNECT PURPOSES ONLY. SEE COORDINATED WTTH UTILITY. i T 480V-208YI12OV. HEDULE FOR I SPECIFICCRCUIT NUMBER PROPOSED 480V POLE -MOUNTED 150KVATRANSFORMER AND LOCATION ON PANEL . UTILITY TRANSFORMER AN 2AVGBE GND EACH IN 2-IC2"CONDUIT 14) #310 AM IN I �l k AWGGECTOWCXS COP PERCLADGROUNDROD I' I ''.cHARGER AUXILIAR POWER PoV.ER I LEVCS03 _ Ca:DUR tECfpNB I I UXILIARV CHARGER POLVER PoV.ER I EVC— _ _ NEMA 3R RATED 400A MCB 208Yn20V II I II I UPOwNE�RY CHARIER P -R II I I I I LEVCSO4 — — J L — — — — — — — — —EYES GBJ CW W R or.- E D—LIT SECTIaJ G F CPoVF_� AYI POI VERI I I POW63R APoV.ER i I II I LEVCS Da _ _ J L _EVES DT _ _ —J C-DURSECTWN cr I I I R UMUAR I PONER PoWER I LEVCS01 IFPD1calDmrsErnaJn I =R I I GENERAL NOTES 1. ALL ELECTRICAL WORK AND RELATED ACTIVITIES PERFORMED ON SITE SHALL BE DONE IN ACCORDANCE VATH NATIONAL ELECTRICAL CODE (NEC) STANDARDS BEING ENFORCED BY ALL APPLICABLE JURISDICTIONAL REQUIREMENTS AT THE TIME OF CONSTRUCTION. 2 ANY PAVEMENT DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR TO PRE -CONSTRUCTION CONDITIONS OR BETTER. 3. CONTRACTOR SHALL USE THWN COPPER CONDUCTORS. 4. CONTRACTOR SHALL USE EMT INSIDE AND OUTSIDE ABOVE GRADE WHERE NOT SUBJECT TO DAMAGE CONTRACTOR SHALL USE FIGS INSIDE AND OUTSIDE ABOVE GRADEVMERE SUBJECT TODAMAGE CONTRACTORS ALL USE PVC SCHEDULE80 UNDER PAVED ORSDEWALKAREAS AND PVC SCHEDULE 401N DIRT OR LANDSCAPEDAREAS. 5. SEE SHEETS CIAO AND C2A0 FOR CONDUIT SUB UP LOCATIONS. e. CONTRACTOR TO LOCATE NNCTIOM BOX LINE BOX(LB), OR APPROVED ALTERNATIVE FOR SITE SPECIFIC RUN LENGTHS AND BENDS. PA 1Scnw PruwseO Parcl VI loce:ar Pr a4 E.laI EkaVC N Nee lt1YJ120V PW. ] \ 1NrN.Do 4LCAACD Non AIC 4Ea bercn AC 45R ENCL. NEa ]R W. IFn.mse4 ENCt JDO Frame G—Bar Laarq Co.w Farmed OarcrWmdlne5ervee &enter Mp Pole... Wn A A'Ru . B � -CKf T4I1 LKfW A APmfe B C .... Brnkr Yh.. � Po,� OaacrPmcl lowl5s..e4. SPACE I CHARGWGSTATTONEVCSOI CHARGING STATION [VC60] CHARGING STATION EK3E1 SO 3 See Nob] a[0 UL J S . tI .[O GO CHAROING STATION EVES W EO ] Se. N.b ] b0 4I0 T f 8 t0 40 I SPACE CHARGING STATION EVCS 01 2O 1 ye Nob] .e tl t2 I 4[0 y, Nde SI SO 2 CWROINGSTATIONEL0304 SPACE DNMGINO STATION EVES 0_-20 f -Eat Nob] _ _- _ 13 13 tt K_.O _ 480 I y. Nob] I Go ] CHARONGSTATONEWSoe CHAROINO STATION EVCSI>S _ EO ] y.N-3 _[_0 Y.0 11 , _f[- M YO LLO S.. NM.]TOO CHARGINGSTATIONEODSO[ C NARGING STATION EVCS W 20 1 —..b] [O 21 ]] [0 I y.Nd.] 2. 1 CMAROBIG STATION EVES OI CHARGING STATION EYCSW He zs 20 1, [O ENG. 1 N 1 CN0.4OOJ09TATON EVCS OS SPACE CNAROINO STATION ELC30) 20 1 Ba. Nou ] [0 ]] 2eI I PACE [0 1 y. Note i' N 1 CMAROWO 3TATONEVCSOt TOWA—e I I a0 1149I 1WO I IUID I 15DD 1 114D I TOb119N1. Nxfa 1. CmnxroCWlA(Wb) w4 2. DanaW KYAINew) i32i ] yeLe Drm Tam lu AeAs,cla sz 4M Lz[on"'Or yell corn Tade Der lTatpin Slaeon 4115/T ]25FT•200FT 200FT-2SSFT 255R•315FT 2)SFT-330R 320R40DR 40BFT•41Bff 4'OFT-510FT 51@T[35R 635FTTlOF1 2WFT-ffiT (1114111, 12).4AWG• (21e3MG• (2)A2 AWG, i 12102AWG• I2),IAVIG• (2),IfOALMG 12)R]/DAWG• (2)E2/OAWG• (2)13JDAWG• (2)03/n AWG( 12)Al2AN5• (21R10AWG• 12)MOAW'G• 12)0I AW'G• 121 a'S AWS• (2)AB AV4. (21a3A\VG• (21PGA\VG• 12)a6ALVG• 12) AWG♦ 12)A4AWG• 1 a6 AW' - II aSALVGGNO II .4AWGGNO t JNAVJG GND 1 a4AWG GND LIMA Ill.3 A\VG GNO I11 .3AWGGN INRZAWGGND 11 o1AW'GGNO R .1 AWG GND VOLTAGE DROP TABLE NOTES L CONTRACTORS AM BE RESPONSIBLE FOR DE -RATING CONDUCTORS WHEN 40R MORECURRENTCARRTN'GCONDUCfORS ARE CARRIED IN THE SANECONOUIT PEA THE NEC. 2, THE INSTANCES IN THIS TABLE ARETOTAL DISTANCES. NOTHORI2ANTALOISTANCEs. INCLUDE VERTICAL RUNS ANDIUNCTION BOX COIL LENGTH IN T ETOTAL CONDUCTOR DISTANCE, i WHEN MORE THAN ONE CHARGING STATION CLPLUITCONOUCTORSARE IN A CONDUIT. LSEONLY ONE SHARED EQUPMENT GROUND CONDUCTOR, 4. WItEN INSTA WNG N AWG OR LARGER CONDUCTORS FROM THE POWER SOURCE TO CVCS. INCLUDE MULTICONDUCTOR TAPS IN THE CM99 )UNCTION BOX PRIOR TO ENTERING THE DIES OR IN THE NCS ITSELF SOTtMI96AWG CONBUCFDRS CAN BE TUINONATED IN TIIE LVCS Conduit Schedule Conduit5ectlon Conduit 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" I (See Voltage Drop Table) Trench Voltal 155 DE HARO STREET SAN FRANCISCO• CA 94103 Kimley>>> Horn New York O 2023 KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE CF NEW YORK. P.L. 1 N LEXINGTON AVE SUITE 505 MITEPVJNS. NY 10801 PHONE. (E)M) 88-9199 WJAV.IOMLEY-HORN.COM ©I�ifiifi! i�m II�I�Si�® 111,11111111,-111, 111,11111111,-111, 111,11111111,-111, 111,11111111,-111, III.IIIIIIIII,—III. ISSUE DATE 09/25/2023 ISSUED FOR PERMIT �OF NE � • 1?S oe4ew �u �ZAEsswe''r` 07/l5/1019 R G A VKKATIaJ OF UIV FOR ANY PERBW. UNLESSTIEYARE ACTING UNDER ME DFECTIONDFAUDENSED PAOFESNOW4 EN—A.—TIER—S.—On. SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 SHEET TIT -E ELECTRICAL ONE LINE DIAGRAM & PANEL SCHEDULE SHEET NUMBER E1-00 NOTES' 1. A NATIDNALLY RECOGNIZED TESTING LABORATORY SHALL LIST ALL EQUIPMENT IN COMPLIANCE W TH ART110.1 2. ALL EXTERIOR EQUIPMENT SHALL BE RAIN TIGHT AND APPROVED FOR USE IN WET CONDITIONS. 3. ALL CONDUCTORS SHALL BE PROVIDEDWITH STRAIN RELIEF UPON ENTRYINTO ENCLOSURES. 4. EACH UNGROUNDED CONDUCTOR SHALL BEIDENTIHED BY PHASE MD SYSTEM PER ART 210.5. 5. ALL METALLIC COMPONENTS SHALL BE GROUNDED VIA EQUIPMENT GROUNDING CONDUCTORS. 6. CHARGING UNITS ARE EQUIPPED VATH AN INTEGRATED CONTACTOR TO PREVENT BACK FEEDING OF POWER TO THE SOURCE 7. CONTRACTOR TO HELD VERIFY MAIN FEED BREAKER SUPPORTING DISTRIBUTION PANEL 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 AUXIUARY BLDG BUILDING STRUCTURE CONC CONCRETE CU COPPER DC DIRECT CURRENT EGC EQUIPMENT GROUNDING CONDUCTOR (E) EXISTING EMT ELECTRICMETALUCTUSING EV ELECTRIC VEHICLE EVSE ELECTRIC VEHICLE SUPPLY EQUIPMENT GA LV GALVANIZED ONO GROUND HOG HOT DIPPED GALVANIZED I CURRENT KVA KILOVOLTAMPERE KW KILOWATT M METER MAX MAXIMUM MIN MINIMUM N NEU RAL NEC NATIONAL ELECTRIC CODE NTS NOTTO SCALE IN) NEW OC ON CENTER PL PROPERTY LINE PVC PO LYVINYLCHLORIDE RMC RIGID METALLIC CONDUIT 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 VATH NATIONAL ELECTRIC CODE (NEC) STANDARDS BEING ENFORCED BY ALL APPUCABLE JURISDICTIONAL REQUIREMENTS AT THE TIME OF CONSTRUCTION. 2. UTILITY EQUIPMENT INSTALLATIONS AND PREP WORK SHALL BECOORDINATEDWTH THE APPROPRIATE UTLITV ENGINEER AT TIME OF PRECONSTRUCTION MEETING TO ENSURE ACCURACY OF INSTALLATIONS. 3. CONDUIT PATHS ARE REPRESENTATIVE ONLY. EXACT CONDUIT PLACEMENT TO BE DETERMINED ON SITE BASED ON FIELD CONDITIONS. 4. PRIOR TO DRILLING . CONTRACTOR SHALL VERIFY THICKNESS OF EXISTING CONCRETE WALL IS AT LEAST 9' AND THAT 6" ANCHOR EMBEDMENT CAN BE PRDVIDED. 48' REMOVAL (12- ON EACH SIDE OF TRENCH) EXISTING SURFACE 1� .-.—CONTRACTOR TO 24"TI I REPLACE EXISTING TOP SOIL I I SURFACING MATERIAL TO MATCH EXISTING W TH SATISFACTORY fop O -�: ______-- i% NATIVEORIMPORTED SOILT095%PROCTOR UNDISTURBED SOIL rv� �2 COMP ACTED SAND BEO 1 1 <, (SEE NOTE I) NOTES 1, LEAN CONCRETE RED -COLORED TOP, MAY BE USED IN PLACEOFCDMPACTEDSAND. 2 BURY CONDUITS3FNIINIMUMBELOWFINISHEOGRADE 3. ALLPVCSV&EPSTOBEAhIINIMUM3 SV/EEPS. 4. CONDUIT SIZES PER CONDUIT SCHEDULE NOTE' EXACT CONDUIT DIAMETERS MAY VARY UPON INSTALLATION. REFERENCE CONDUIT SIZE PER THE CONDUIT SCHEDULE I POWER TRENCH 12 1 BORE SECTION 1 "` i 3 1 NOT USED 1= 4 1 NOTE 1. EXACT CONDUIT DIAMETERS MAY VARY UPON INSTALLATION. REFERENCE CONDUIT SIZE PER THE CONDUIT SCHEDULE. 2 CONTRACTOR SHALL ENSURE THAT BORE PIT IS BACK FILLED PER APPROVED METHCD UPON COMPLETION. ELECTRICAL NOTES & ABBREVIATIONS 1 NOT USED N.T.S` 5 NOT USED N.T S` 6 BORE PIT N.T.Sc 7 O JUNCTION BOX SHALL BE POLYMER LI SHALLBE CONCRETE CONSTRUCTION TIER 15 RATED 0 NON-SKID!SUWACE • CONCRETE COLLAR ,J �� . CLA55 A3 I NOT USED NOT USED LIFT RING -J' OR SLOT TOP VIEW COVER DETAIL CCNCRETECOLLAR 1H CLASS P3 I I F'� EX. GRADE GROUNDING ELECTRODE 7 OPEN 3' COMPACTEDSOIL BOTTOM AROUND SIDES OF BOX 068. # 8, NI AGGREGATE RACED UNDER ENTIRE BOTTOM OF BOX SECTION VIEW NON -TRAFFIC RATED JUNCTION BOX NOT USED Volta 155 DE HARO STREET SAN FRANCISCO, CA 94103 im ey>>>Hor Q 2023 KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK. P.0 1 N LEXINGTON AVE SURE 5D5 WHITE PLAINS. NY 10601 PHONE: (914)�6&9199 VA0V.KIMLEY-HORN.COM REV DATE DESCRIPTION BY 1 0W032022 CD100s PEP 08F302022 CD100S GJB 3 OM112M CD1DOs ESF 4 OGI252023 CD100s KJI ISSUE DATE 09/25/2023 ISSUED FOR PERMIT of NE P �m 094e10 Rp��pY1P /15/1019 R u AMOtA OOF—FORANY "E.".0 NLESSTHEYAREACTNGUNOERTHE DWECTM OF A LKENSED PROFESEI Q1GI'IEER.TOPLTER THIS OOCUUQ?. SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 SHEET TITLE ELECTRICAL NOTES & DETAILS SHEET NUMBER E2-00