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2024-0076 Volta Charging Station #1C)021t4-o,0-7� (s�6� sv volta C.W'� L 16•�TJ 155 DE HARD STREET SAN FRANCISCO. CA 94103 Volta SIX FLAGS THE GREAT ESCAPE PHASE 1 Kimle Morn 1172 U.S. 9 New York QUEENSBURY, NY 12804 LAN02023KMLEY-HRER NG ANO DSCAPE ARCHITECTECT OFURE OF NEW YORK. P.C. 1 NMITE LM SVN SURE505 TOWN OF QUEENSBURY WHITE PJJNS. 6Y9'"i PHONE: LEY- ORN. 99 WWWIOMLLY-HORN.COM TAX ID: 295.8-1-3 ITEM TASK YES NO N/A THESE DRAWINGS WERE PRODUCED NITHOUT THE BENEFIT OF A VOLTA PROPOSES: APPLICANT: PROGRAM MANAGER: 1 CONTACT 811 UTILITY PRIOR TO EXCAVATION WORK CURREMLANDSURVEY OR TITLE DOCUMEMSrTTLE CO MMRMENT.ALL PROPERTY LINES, EASEMENTS, SEFBACKS, EXISTING INFRASTRUCTURE ANDTITLE DOCUMENTS SHALL BE VERIFIED PRIORTO START OF CONSTRUCTION. KIMLEY-HORN AND VOLTA DO NOT GUARANTEE THE ACCURACY OFSAIDMOPERTYLINES,EASEMEMS.SETMCKS.OR . 8 ELECTRIC VENICLE (EV) CHARGING STATION FIXTURES TO BE LOCATED IN PROPOSED STRIPED ISLAND AREAS AND EXISTING LANDSCAPED ISLANDS THAT ARE ADJACENT TO ONSITE PARKNG SPACES AND PART OF AN EXISTING SIX FLAGS AT THE MLEY-HORN ENGINEERING AND KIMLEY-HOft�N ENGNEE SAND LANOSCAPEARCHITECTURE OF NEW YORK, P.C. LANDSCAPE ARCHITECTURE OF NEW YORK P.C. 1NLEXINGTONAVE.SUITE505 CONTACT: RYANGRAM,P.E WHITE PLAINS, NY 10601 PHONE- (615)560.2865 CONTACT DEANAPOSTOLERIS EMAIL. RYAN.GRAM@IOMLEY-HORN.COM 2 NOTIFY VOLTA L WMLEY-HORN OF ANY DISCREPANCIES W/ PLANS OR POTENTIAL CONFUCTS 3 VERIFY ALL FIELD CONDITIONS PRIOR TO START OF CONSTRUCTION IN ACCORDANCE MATH THESE PLANS. EXISTING INFRASTRUCTURE PROPERTY. THE EV FIXTURES ARE CUSTOMARY ACCESSORY AND INCIDENTAL TO THE EXISTING COMMERCIAL USE AND PHONE (91,1)368-9109 EMAIL DEAN.APOSTOLRIS®KIMLEY-HORN.COM CIVIL ENGINEER: 4 PROTECTION MEASURES. INSTALL VVORKAREA CONTRACTCR ISRESPONSIBLEFOR VERIFYING ALL FIELD CONDITIONS AND IS TO ALERT THE ENGINEER AND VOLTA OF ANY DISCREPANCIES SO LELYFORTHESENEFITOFCUSTOMRSVISMNG THE STORE THE FIXTURES ARE LOCATED TO FROM DE PRIORITY PARKING VOLTA REPRESENTATIVE: MLEI'-MK�ORN EN".a�ERING AND LANDSCAPE ARCHITECTURE OF 'NEW YORK P.C. 5 FIELD LOCATE EXISTING UTIUTIES AND CROSSINGS& VERIFY NO CONFLICTS W/PROPOSED INFRASTRUCTURE PRIOR TO STARTING CONSTRUCTION. CONTRACTOR TO COORDINATE WITH VOLTA PM FOR ALL FINAL PLACEIAENTSOFINFRASTRUCTURE FOR PATRONS WITH EVS AND DISPLAY VISIBILITY ALONG THE INTERIOR CIRCULATION AISLE FOR SHOPPERS. THERE ARE NO PROPOSED CHANGES TO THE EXISTING TRAFFIC CIRCULATION AT THE PROPERTY. VOL A 1550E HARD STREET CONTACT' DANIELLCFRISCO. P.E SAN RAN'CISCO. CA94103 PHONE (973)-420-0182 CONTACT RICHARDSCHNIPKE EMAIL' DAN.LOFRISCO@10MLE-Y-HORN.COM PHONE (740)9 1342 EMAIL RICHARD.SCHNIPKE@VOLTACHARGING.COM ELECTRICAL ENGINEER: MLEY-H N N-N N AND LANDSCAPE ARCHITECTURE OF NEW YORK P C 8 FIELD VERIFY ALL STALL OIMRSONS AND EQUIPMENT LOCATIONS. 7 CONFIRM ALL ADA AND LOCAL REQUIREMENTS ARE MET. SURVEY LIABILITY STATEMENT 8 ESTABLISH TEMPORARY CONSTRUCTION ACCESS(ES), ®��EIIIIIIm ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN SITE PARTNER: 9 IMPLEMENT AND MAINTAIN EPSC CONTROL MEASURES PER LOCAL REQUIREMENTS. CONTACT JEPFERY SALLEE, RE ACCORDANCE WITH THE CURRENT EDITION OF THE BUILDING/ SIX LAGS Ni ANMf34T CORPORATION PHONE (787)-213.8635 10 LOCATEVRTICALAND HORIZONTAL LTILMESPRIDR TO BORING. DWELLING, STRUCTURAL, PLUMBING. MECHANICAL. ELECTRICAL, AND 1172 U.S.9 EMAIL' JEPFERY.SALLEE@KIMLEY-HDRRCOM ISSUE DATE FIREAIFE SAFETY CODER AS ADOPTED BY THE LOCAL GOVERNING OUEFIISBURY, NY 12604 11 PROVIDE PROPOSED LIMITS OF ASPHALT OVERLAY SKETCH T010MLEY-HORNLVOLTA OFNEEDED). AUTHORITIES NOTHING IN THESE PLANE ISTOBECONSTRUCTEDTO CONTACTMEMARTINEZ 09/25/2023 PERMIT WORK NOT CONFORMING TO THE LOCAL GOVERNING PHONE (516)-683-i197 12 SEEDS STABILIZE ALL DISTURBED AREAS AFTER FINAL GRADING. ALIT HORITIESCODES. EMAIL' JVMARTINEZ@SFTP.COM CONTRACTOR VERIFICATION CHECKLIST CODE BLOCK PROJECT DESCRIPTION PROJECT TEAM ISSUED FOR SHEET NUMBER SHEETTITLE PERMIT „ y ,P\ LFNRrp COAO COVERSHEET C0.01 GENITAL NOTES C042 VOLTA STATION OVERVIEW O � nCr 1 u .•.' -.c C{Ii Gs�' �_r ;� .. 1 CO-03 STAMPED SURVEY (FROM OTHERS) W 1 r - - tt - _ CI-00 MASTER SITE PLAN "L090D60 +I'' 9 - -55109�VV' SITE, - C1-01 OVERALL SITE PLAN u - - T RISA Vp1AT3I GF MAW FOR ANY PERSOR, C2-00 ENLARGm SITE PLAN EVCS DI-04 DRECTMOFAMEHSEDPROFES— SITEC201 ENLARGED SITEPLAN EVCS OS-09 O .. V..., - t . rC�J C3.00 SITE DETAILS Z ` 1 9 ' 1 -1 STTE OEIMLS SIX FLAGS THE � � Paradi— y ` • p3D SREDETAILS GREAT ESCAPE f;eaell� r ' O'P • I i raD3 SITE DETAILS PHASE 1 A ♦. r - �� .. � rl-0 ELECTRICAL ONE UNEDIAGRAM EPANEL SCHEDULE 1172 U.S.9 ^` -74 ` QUEENSBURY, NY 12804 E2-00 ELECTRICAL NOTES E DETW IS ��. ♦�: SHEET INDEX - - - SHEET TITLE Know whars BELOW. CALL before you dig. COVER SHEET n - - CALL AT LEAST TWO T011.KNG r - - - ALERT DAYS BEFORE YO DIG ALERT SHEET NUMBER o k ( .ENS FALLS i - _ COWRACTORSHALLVERIFYALLPLANSe EXISTINGLOCATIONS, CONDMONSONTHEJOB 1�OI(1fI'- - - - {.- STEBSHALLIMMRIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES wo-oo ,E WI /// BEFORE PROCEEDING TH THE WORK OR BE RESPONSIBLE FOR SAME ■Y_ LOCATION MAP _ALE VICINITY MAP N.T.SE CALL BEFORE YOU DIG ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN SITE PARTNER: 9 IMPLEMENT AND MAINTAIN EPSC CONTROL MEASURES PER LOCAL REQUIREMENTS. CONTACT JEPFERY SALLEE, RE ACCORDANCE WITH THE CURRENT EDITION OF THE BUILDING/ SIX LAGS Ni ANMf34T CORPORATION PHONE (787)-213.8635 10 LOCATEVRTICALAND HORIZONTAL LTILMESPRIDR TO BORING. DWELLING, STRUCTURAL, PLUMBING. MECHANICAL. ELECTRICAL, AND 1172 U.S.9 EMAIL' JEPFERY.SALLEE@KIMLEY-HDRRCOM ISSUE DATE FIREAIFE SAFETY CODER AS ADOPTED BY THE LOCAL GOVERNING OUEFIISBURY, NY 12604 11 PROVIDE PROPOSED LIMITS OF ASPHALT OVERLAY SKETCH T010MLEY-HORNLVOLTA OFNEEDED). AUTHORITIES NOTHING IN THESE PLANE ISTOBECONSTRUCTEDTO CONTACTMEMARTINEZ 09/25/2023 PERMIT WORK NOT CONFORMING TO THE LOCAL GOVERNING PHONE (516)-683-i197 12 SEEDS STABILIZE ALL DISTURBED AREAS AFTER FINAL GRADING. ALIT HORITIESCODES. EMAIL' JVMARTINEZ@SFTP.COM CONTRACTOR VERIFICATION CHECKLIST CODE BLOCK PROJECT DESCRIPTION PROJECT TEAM ISSUED FOR SHEET NUMBER SHEETTITLE PERMIT „ y ,P\ LFNRrp COAO COVERSHEET C0.01 GENITAL NOTES C042 VOLTA STATION OVERVIEW O � nCr 1 u .•.' -.c C{Ii Gs�' �_r ;� .. 1 CO-03 STAMPED SURVEY (FROM OTHERS) W 1 r - - tt - _ CI-00 MASTER SITE PLAN "L090D60 +I'' 9 - -55109�VV' SITE, - C1-01 OVERALL SITE PLAN u - - T RISA Vp1AT3I GF MAW FOR ANY PERSOR, C2-00 ENLARGm SITE PLAN EVCS DI-04 DRECTMOFAMEHSEDPROFES— SITEC201 ENLARGED SITEPLAN EVCS OS-09 O .. V..., - t . rC�J C3.00 SITE DETAILS Z ` 1 9 ' 1 -1 STTE OEIMLS SIX FLAGS THE � � Paradi— y ` • p3D SREDETAILS GREAT ESCAPE f;eaell� r ' O'P • I i raD3 SITE DETAILS PHASE 1 A ♦. r - �� .. � rl-0 ELECTRICAL ONE UNEDIAGRAM EPANEL SCHEDULE 1172 U.S.9 ^` -74 ` QUEENSBURY, NY 12804 E2-00 ELECTRICAL NOTES E DETW IS ��. ♦�: SHEET INDEX - - - SHEET TITLE Know whars BELOW. CALL before you dig. COVER SHEET n - - CALL AT LEAST TWO T011.KNG r - - - ALERT DAYS BEFORE YO DIG ALERT SHEET NUMBER o k ( .ENS FALLS i - _ COWRACTORSHALLVERIFYALLPLANSe EXISTINGLOCATIONS, CONDMONSONTHEJOB 1�OI(1fI'- - - - {.- STEBSHALLIMMRIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES wo-oo ,E WI /// BEFORE PROCEEDING TH THE WORK OR BE RESPONSIBLE FOR SAME ■Y_ LOCATION MAP _ALE VICINITY MAP N.T.SE CALL BEFORE YOU DIG GENERAL NOTES: 1. VOLTA WILL PROVIDE AN INSTALLATION GLADE AND OTHER SUPPORTING DOCUMENTS AT TIME OF CONSTRUCTION. 2. ALL EXISTING CONDITIONS SHOWN ARE APPROXIMATE EXISTING UTILITY LOCATIONS AND CROSSINGS ARE TO BE LOCATED IN THE FIELD. CONTRACTOR 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 AT THE CONTRACTORS EXPENSE 4. PROPOSED PAVEMENT STRIPING SHALL UNEUPWTH EXISTING SMPINGVMEREVER POSSIBLE ADDITIONAL PAVEMENT STRIPE IS NOT NECESSARILY PARALLELTO THE CONSTRUCTED CHARGING ISLAND. 5. THIS ACCESSIBILITY REVIEWWAS UNDERTAKEN TO IDENTIFY DESIGN FEATURES OF THE PROJECT THAT MAY BE CONSIDERED BY GOVERNMENTAL AGENCIES OR DEPARTMENTS, OR NONGOVERNMENTAL GROUPSTO BE NONCOMPLIANT WITH THE AMERICANS WITH DISABILITIES ACT OF 1990. REVISED 2D10 ADA REGULATIONS ANDSTANDARDS. THE AMERICANS WITH DISABIUTIES ACT OF 19MIS A FEDERAL CIVIL RIGHTS LAW, THERE[ NO FEDERAL REVIEW PROCESS TO ENSURE FULL COMPLIANCE WITH THE GUIDELINES. EXCEPT THROUGH THE FEDERAL COURT SYSTEM THE DEPICTIONS. NOTES, AND RECOMMENDATIONS, EXPRESSED ON THIS PLAN ARE BASED ON PROFESSIONAL JUDGEMENT GAINED FROM PAST EXPERIENCE WITH ACCESSIBILITY LAWS, CODES, AND STANDARDS AND THE WORKING INVOLVEMENT TO DEVELOP ACCESSIBILITY STANDARDS THAT WLL MEET OR EXCEED THE APPLCABLE FEDERAL GUIDELINES. ACCORDINGLY, NO CLAIMS OR WARRANTIES, EXPRESSED OR IMPLIED, ARE MADE THAT IN PREPARING THIS PLAN AND PROPOSING RECOMMENDATIONS, THAT ALL POSSIBLE BARRIERS TO ALL PEOPLE HAVE BEEN IDENTIFIED. 6. CONTRACTOR SHALL ACHIEVE A MINIMUM OF I% BUT NO MORETHAN 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 STALLSIAERE DESIGNED BASED ON EXISTING CONDITIONS AND WITHOUT THE BENEFITOF SURVEY DATA ALL ADA AND LOCAL REQUIREMENTS INCLUDING BUT NOT UMITED TO SLOPE AND SPACING SHALL BECONFIRMEO BY THE CONTRACTOR AND MET ATTHETIMEOF CONSTRUCTION. 8. CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES IN ACCESSIBILITY PRIOR TO CONSTRUCTION. 9. UNDER NO CIRCUMSTANCE IS THE CONTRACTOR TO DISRUPT ANY OPERATIONS AT THE STE MST LOCATION, INCLUDING BUT NOT AIMED TO CUSTOMER DISRUPTION. UTILITIES, AND INFRASTRUCTURE 10. CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT WORK AREAS 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 VALL BE ESTABUSHEDTO TEMPORARY VEGETATION. MULCH, TEMPORARY VEGETATION OR PERMANENT VEGETATION SHALL BE COMPLETED ON ALL EXPOSED AREAS W THIN 14 DAYS AFTER DISTURBANCE ALL AREAS TO FINAL GRADE W LL BE ESTABUSHEDTO PERMANENT VEGETATION UPON COMPLETION 3. WHEN HAND PLACING, MULCH MAY OR STRAW) SHOULD BE UNIFORMLY SPREAD OVER SEEDED AREA WT14N 24 HOURS OF SEEDING. IF UNABLETO ACCOMPLISH. MULCH SHALL BE USED AS A TEMPORARY COVER CONCENTRATED FLOW AREAS AND ALL SLOPES STEEPER THAN 2.5:1 AND WITH A HEIGHT OF TEN FEET OR GREATER (DOES NOT APPLY TO RETAINING WALLS). AND CUTS AND FILLS WTW N BUFFERS, SHALL BE STABILIZED WTH THE APPROPRIATE EROSION CONTROL MATTING OR BLANKETS. 4. THE ESCAPE OF SEDIMENT FROM THE SRESHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENTWITH, LM'gDISTURBING ACTIVITIES S. EROSION CONTROL MEASURES WLL BE MAINTAINED AT ALL TIMES. IFFULL IMPLEMETATIONOFTHE PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL ADDITIONAL EROSION CONTROL AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE 6. SEED ALL DISTURBED AREAS UNLESS OTHERWISE NOTED AS PART OF THIS CONTRACT. 7. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE 001-ENCING WORK AND AGREES TO BE RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT RESULT FROM THE CONTRACTORS FAILURETO EXACTLY LOCATE AND PRESERVE ANY UNDERGROUND UTILMES TO REMAIN THE CONTRACTOR IS TO NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES AND/OR CONFLICTS WTH EXISTING OR PROPOSED UTILITIES MIORTO PROCEEDING. e. STOCKPILED TOPSOILOR FILL MATERIAL IS TO BETREATED SO THE SEDIMENT RUN4)FF WLL NOT CONTAMINATE SURROUNDING AREAS OR EWER NEARBY STREAMS STOCK PILE LOCATIONS SHALL BE WITH TH THE ENGINEER PRIOR TO GRADING ACTIVITIES EROSION&SEDIMENT CONTROL PRACTICE SHALL BE INSTALLED PRIOR TO STOCKPILE OPERATIONS 9. CONSTRUCT SILT BARRIERS BEFORE BEGINNING GRACING OPERATIONS 10. MULCH AND SEED ALL DISTURBED AREAS AS SOON AS POSSIBLE AFTER FINAL GRADING IS COMRETEO (WITHIN 15 DAYS OF ACHIEVED FINAL GRADES) UNLESS OTHERW SE INDICATED. CONTRACTOR SHALL TAKE WHATEVER MEANS NECESSARYTO ESTABLISH PERMANENT SOIL STABILIZATION STEEPSLOPES (GREATER THAN 3:1) SHALL BE STABIUZED WITHIN 7 DAYS OF FINALGRADING. 11. PROVIDE TEMPORARY CONSTRUCTION ACCESS(ES)ATTHE POINT(S)NMERE CONSTRUCTION VEHICLES EXIT THE CONSTRUCTION AREA MAINTAIN PUBLIC ROADWAYS FREE OFTRACKED MIA AND DIRT. 12 DO NOT DISTURB VEGETATION OR REMOVETREES EXCEPT WHEN NECESSARY FOR GRADING PURPOSES. 13. SEQUENCE OF CONSTRUCTION INCLUDED ABOVE IS A GENERAL OVERVIEW, AND IS INTENDED TO CONVEY THEGENERALCONCEPTS OF THE EROSION CONTROL DESIGN. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETAILED PHASING AND CONSTRUCTION SEQUENCING NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS INCLUDED INTHESE PLANS. THE CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY AND PRIOR TO CONSTRUCTION IF ANY ADDITIONAL DETAIL IS NECESSARY. CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WTH THE AHJ REQUIREMENTS ADA COMPLIANCE: 1. CURB RPM PS ALONG PUBLIC STREETS AND IN THE PUBLIC RIGHT-OF-WAY SHALL BE CONSTRUCTED BASED ON THE CITY STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS 2 PRIVATECURB RAMPS ON THESITE(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 SITE AND BUILDING ELEMENTS, RAMPS, CURB RAMPS, STRIPING. AND PAVEMENT MARKINGS SHALL CONFORM TO ADA STANDARDS FOR ACCESSIBLE DESIGN. LATEST EDITION 4. BEFOREPLACING 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 INN CASE SHALL AN ACCESSIBLE RAMP SLOPE EXCEED 1 VERTICAL TO 12 HORIZONTAL IN NO CASE SHALLSIDEWALK CROSS SLOPE EXCEED 2.0 PERCENT. IN NO CASE SHALL LONGITUDINAL SIDEWALKSLOPE EXCEED 5.0 PERCENT. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 20 PERCENT SLOPE IN ANY DIRECTION S. CONTRACTOR SHALL TAKE FIELD SLOPE MEASUREMENTS ON Fl NISHED SUBGRADE AND FORM BOARDS PRIOR TO PLACING PAVEMENT TO VERIFY THAT ADA SLOPE REQUIREMENTS ARE PROVIDED. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PAVING IF ANY EXCESSIVE SLOPES ARE ENCOUNTERED. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR ADA SLOPE COMPLIANCE ISSUES. SITE NOTES: 1. HORIZONTAL DIRECTIONAL DRIWNG(HDD) OR OTHER TRENCHLESS METHODS AS APPROVED BY SITE HOSE ARETHE PREFERRED METHODTO INSTALL CONDUIT BENEATH EXISTING PARKING LOTS AND PAVED AREAS. 1.1. CONDUIT SHALL BE INSTALLED AT A MINIMUM DEPTH OFTWO AND ONE-HALF FEET(2S) OR BELOW THE FREEZE LINE VMICHEVER IS DEEPER. CONDUIT TYPE AND DESIGN TO BE SPECIFIED BY EV CHARGING STATION VENDOR AND MEET ALL LOCAL REQUIREMENTS CONDUIT DIAMETER SHALL BE NO LARGER THAN TWO (2)) INCHES 1.2. THE RECEIVING PIT SHALL BE LOCATED AS CLOSE AS REASONABLY POSSIBLE TO THE PROPOSED WALL PENETRATION TO UMITTHE 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 [SU(TO TEN INCH (6-10) REINFORCED CONCRETE SLAB AT THE REAR OF THE STORE). RECEIVING PIT LOCATION AND WORK AREA SHALL NOT AFFECT SITE HOST CUSTOMER OR DELIVERY TRAFFIC. SEE SUPPLEMENTAL DOCUMENTS, RECEIVING AREA DIAGRAM. 1.3. THE RECEIVING PIT SIZE SHALL BE UMITEDTO THREE FEET M BYTHREE FEET M AND SHALL NOT UNDERMINE THE BUILDING FOUNDATION. ENCLOSURES OR CONCRETE UNLOADING PAD. 1.4. 13ACKFILL EXCAVATIONS AND REPAIR PAVEMENT PER SPECIFICATIONS BELOW. 1.5. WHERE CONCRETE PAVEMENT, SIDEWALK ASPHALT PAVEMENT, CURBING. OR CURBING GUTTER IS REMOVED, THE WIDTH OFTHE REMOVAL SHALL EXCEED THE ACTUAL WIDTH ATTHETOP OF THE TRENCH BY TWELVE INCHES (17) ON EACH SIDE OF THE TRENCH, OR ATOTAL OF TWO FEET (2) W DER THAN THETRENCH 1.6. TRENCHINGTHROUGH THE CONCRETE RECEIVING PAD AT THE REAR OF THE STOREORTHE DRIVE-THRU SLAB IS NOT ALLOWED. ONLY TRENCHING THROUGH MINOR CONCRETE INSTALLATIONS SUCH AS SIDEWALKS WLL BE PERMITTED. 1.7. EXCAVATETRENCHES TO A DEPTH FOUR INCHES (4) DEEPER THAN BOTTOM OF FINISHED PIPE ELEVATION. 1.& THEBOTTOMWDTHOF THETRENCHSHALLBEASREOIARMTOPERM MC URTOBEMOPERLY LAIN AND BACKFILL TO BE PLACED AND PROPERLY COMPACTED. 1.9. REMOVED PAVEMENT, CONCRETE AND EXCAVATED MATERIALS UNSUITABLE FOR USE AS BACKFILL SHALL BE DISPOSED OFFSITE 1.10. BED gNGAND BACKFILL MAYBE MATERIAL EXCAVATED FROM THETRENCH PROVIDED THAT IT IS FREE PROM DEBRIS AND ROCKS LARGER THAN ONE AND ONE-HALF INCHES (1-12). 1.11. OVER THE PIPE, IN LAYERS NOT EXCEEDING FOUR INCHES (4), PLACE AND COMPACT SUITABLE FILL MATERIAL TO NINETY-FIVE PERCENT (95%) DRY DENSITY AS DETERMINED BY ASTM D698. 1.11 COMPACTING EQUIPMENT SHALL BE OF SUCH DESIGN, WEIGHT. AND QUALITY AS IS REQUIRED TO OBTAIN THE DENSITIES SPECIFIED HEREIN OR INDICATED ON THE DESIGN DRAWINGS AREAS INACCESSIBLETO SELF-PROPELLED COMPACTING EQUIPMENT SHALL BE COMPACTED OR CONSOLIDATED BY HAND -OPERATED MECHANICALTW PERS OR VIBRATORS 1.13. RESTORE GRASS,LANDSCAPING, IRRIGATION AND ALL FEATURESTO THEIR PRECONSTRUCNON CONDITION. 2 ANY UTILITIES, PAVEMENT,IRRIGATION. LANDSCAPING OR OTHER SITE FEATURES DAMAGED WRING CONSTRUCTION SHALL BE REPAIRED BY EV CHARGING STATION VENDOR TO SITE HOST SPECIFICATION 21. WHERE LANDSCAPING IS IMPACTED. ITIS THE RESPONSIBILITY OF EV CHARGING STATION VENDOR TO REPOSITION OR PROVIDE NEW LANDSCAPING WITHIN THE SITE HOST PROPERTY TO ENSURE COMPLIANCE WITH ANY CODE REQUIREMENTS. 22 MERE PARKING LOT. SIOEWALKOR OTHER PAVED AREAS ARE IMPACTEDOR DAMAGED, IT IS THE RESPONSIBILITY OF THE EV CHARGING STATION VENDOR TO REPAIR THE AREA TO UXE NEW COND(TION, REPAIR SHCULD EXTEND BEYOND DAMAGED AREA TO NEAREST CLEAN BREAKTHAT ALIGNS WITH ARCHITECTURAL BREAKS, MATERIAL JOINTS, PAVEMENT MARKINGS, ETC. 1 MERE APPLICABLE, UTILITY SERVICE PROVIDER TO USE SITE HOST APPROVED ROE (RIGHT OF ENTRY) AGREEMENT. SITE HOST PROGRAM MANAGER WILL PROVIDE TEMPLATE WHEN NECESSARY. 4. ASPHALT PAVEMENT REMOVAL AND REPLACEMENT 4.1. SAWCUT THE PAVEMENT TO NEAT, STRAIGHT LINES 70 THE FULL DEPTH OF THE PAVEMENT. PAVEMENT REMOVAL SHALL EXTEND A MINIMUM OF TWELVE INCHES IT 7) BEYOND THE EDGES OF THE REMOVALAREA ANY OTHER PAVEMENT AREAS DAMAGED DURING REMOVAL SHALL ALSO BE REPAIRED OR REPLACED AS NECESSARY 42 REMOVE THE PAVEMENT WTHOUT DAMAGING THE PAVEMENT THAT IS TO REMAIN IN -PLACE 4.1 IF BASE REPLACEMENT SI IS REQUIRED, COMPACT THE INTU SOILS TO NINETY-FIVE PERCENT (95%) ASTM D598 AND PLUS OR MINUS TWO PERCENT (2%) OF OPTIMUM MOISTURE CONTENT. REMOVE AND REPLACE ANY UNSUITABLE INSRU SOILS. 4.4- PLACE AND COMPACT BASE MATERIAL TO NINETY-FIVE PERCENT (PS%) OF ASTM D6N. 4.5. APPLYPRIMECOAT TO AGGREGATE BASE IN COMPLIANCEWITH THE DOT SPECS. PRIME COAT SHALL NOT BE APPLIED MORETHIAN TWENTY-FOUR (24) HOURS BEFORE ASPHALT PAVEMENT IS PLACED. APPLICATION RATE TO BE PER THE DOT SPEC. 4.6. CLEAN AND APPLY TACK COAT TO THE ENDS OF CURBS. EDGES OF CONCRETE SURFACES, EDGES OF MANHOLES AND INLETS AND EDGES OF SAW CUT PAVEMENT THAT WLL REMAIN IN -PLACE 4.7. RACE AND COMPACT HOT-MIXASPHALT.HOT-MIX ASPHALT THICKNESS SHALL BE THEGREATER OF THE IN -PLACE ASPHALT ORTHREE AND ONE-HALF INCHES (3.5 j. ASPHALT MIX DESIGN SHALL BE BY THECONTRACTOR 4.& PLANT MIXED ASPHALT BASE/BINDER COURSE: PROVIDE ONE COURSE LAID TO A MINIMUM COMPACTED THICKNESS OF TWO INCHES (2). 4.9. RANT MIXED ASPHALT SURFACECOURM PROVIDE ONE COURSE LAID TO A MINIMUM COMPACTED THICKNESS OF ONE AND ONE-HALF INCHES (1-12). 4.10. FOR SMALLER JOBS, IT MAY NOT BE FEASIBLE TO I NSTALL BINDER AND SURFACE COURSES,INWHICH CASE SURFACE COURSE RACED AND COMPACTED IN TWO LIFTS, WILL BE ACCEPTED. 4.11. IF PLACING HOT MIX ASPHALT WITH A SHOVEL BEGIN PLACING HMA AGAINST THE EDGES OF THE PATCH AND WORKINGR INWARD. HMA SHOULD NOT BE ACED IN THE CENTER OF THE PATCH AND RAKED TOWARDS THE EDGES. 4.12. THE FIRST PASS OF THE ROLLER OR COMPACTION EOUIPMEW SHOULD BE ALONG THE EDGES OFTHE PATCH TO PROPERLY FORM THEJOINT, THE ROLLER WHEEL OR COMPACTION EQUIPMENT SHOULD OVERHANG THE EXISTING PAVEMENT ONTO THE PATCH BY SIX INCHES (61. AFTERTHE PERIMETER OF THE PATCH HAS BEEN COMPACTED BEGIN TO WORKTOWARDSTHE CENTER OF THE PATCH WITH SUCCESSIVE PASSES OFFSET BY SIX INCHES (6). 4,13. THECONTRACTOR SHALL WILIZETHEAPPROPRIATE HEAVY COMPACTION EQUIPMENT TO ACHIEVE THE REQUIRED COMPACTION OF THE ASPHALT. 4.14. SEAL THE AREA AROUND THEEDGESWTH AN ELASTOMERIC UOUIDASPHALT SEALERTO PROTECT AGAINST WATER INFILTRATION, INCLUDING ANY INADVERTENT OVERCUTS DURING THESAW CUTTING PROCEDURE PROJECT LEGEND: 7�zTTVAVTESFERSREe� 9 DETAIL NO. I C&pt SHEET NO. vo ••••••••- � � •� PROPERTY LINE VA- BREAK LINE 155 DE HARD STREET EXISTING CURB AND GUTTER SAN FRANCISCO, CA 941 D3 EXISTING PARKING STRIPE ❑ ❑ ❑ EXISTING PENCE �- EXISTING OVERHEAD POWER UNE EXISTING CONCRETE EXISTING GRAVEL AREA im ey>>> Horn EXISTING LANOSCPPEO AREA Q EXISTNGTREE O 23 KI20MLEY•HORN ENGINEERING AND EXISTING SHRUB LANDSCAPE ARCHITECTUREOF NEWYORK. P.C. 1 N LEXINGTON AVE SURE WS • EXISTING ROCK WHITE PINS, NY IW01 PHONE (914)-368-9159 yY EMSTINGFIREHYDRANT WAW.KIMLEY-HORN.COM ® fiB ® EXISTING CATCH BASIN I MANHOLE EXISTING POWER POLE EXISTING LIGHT POLE REV DATE DESCRIPTION BY" T EXISTING SIGN POST 1 0 MX)22 CD100s PEP O E3 EKISTINGUTIUTY/STRUCTURE 2 08002022 CD100s GJB 3 08/312023 C01004 EST EXISTING ELECTRICAL ROOM 4 09252023 CDIW0 KJI c PROPOSED ELECTRICAL CONDUIT ■ PROPOSED ELECTRICAL JUNCTION BOX I LINE BOX OR APPROVED ALTERNATIVE - PROPOSED ELECTRICAL EQUIPMENT AREA ■ PROPOSEDTRANSFORMER ISSUE DATE PROPOSED COMMUNICATIONS CONDUIT 09/25/2023 ■ PROPOSED NETWORK CO MMUNICATIONS BOX PROPOSED CURB AND GUTTER PROPOSED PARKING STRIPE ISSUED FOR e PROPOSED CONCRETE WHEEL STOP PERMIT C �' •_ _ +_•� PROPOSED CONCRETE PAD - TP TP PRO POSED TREE PROTECTION O O O PROPOSED TREX FENCING OFNEIy),0 PROPOSED VOLTA L2 CHARGING STATION 5'SE LLD Fy7 PROPOSED VOLTA L2 POST -INSTALLED CHARGING STATION O YI . PROPOSED VOLTA L3 DCFC CHARGING STATION W PROPOSED PCS FOUNDATION 5510ANV ® PROPOSED PIGS FOUNDATION W 4' BOLLARDS RASA VKAATXIN OF4IY FOR ANYPER6CN. MINDER THE oMNlESSTXEYAREAOTNG RECTM OFA LICENSED PROTESSIONAL M-ER. TO A. RPfls DOWNEM. © PROPOSED L2 REMOTE CHARGING UNIT I CHARGI NG PEDESTAL FOUNDATION e PROPOSED.BOXa CLICK SIX FLAGS THE 0 PROPOSED SIGN POST GREAT ESCAPE ® PROPOSED SIGN POSE W/00LLAR0 PHASE 1 • PROPOSED POST INSTALLED SIGN POST • PROPOSED POST INSTALLED SIGN POST WBOLLARD 1172 U.S.9 PROPOSED WALL MOUNTED SIGN QUEENSBURY, NY 12804 PROPOSED 4' ISOLATED PIPE BOLLARD SHEETTITLE GENERAL NOTES SHEET NUMBER CO-01 Volta Gen4 L2 Station Volta provides turn -key Electric Vehicle (EV) charging services for premium retail and entertainment destinations. We install and maintain the charging amenity at no cost to site partners as well as EV drivers, driving increased property value and attracting more customers who stay longer. VOLTA STATION BENEFITS Installation, equipment and maintenance is paid by Volta Charges all electric vehicles Free electricity supported through third party content on displays Volta stations are occupied 80% of the retail day Volta has provided 88M free sponsored electric miles, delivered 25 gigawatt hours and eliminated over 39M pounds of CO2 emissions CHARGING UNIT INFORMATION (Single Charging Units) Size: H 85.0" x W 36.5" x D 15.5" Display Size: H 46" 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' VOlfid 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 Nevi York 021D23 WMLEY-HORN ENGINEERING AND LANDSCAPE ARCHTECTURE OF NEW YORK P.C. 1 N LE%INGTON AVE SUITE 505 NHRE PLAINS. NY 1W01 PHONE (914)-35&9199 VNMN OR1LEYY .HORNOOM ISSUE DATE 09/25/2023 ISSUED FOR PERMIT FOR REFERENCE ONLY DESIGNED AND PROVIDED BY ( RISANDIATIDNOFIAW FORNIYPERSON. UNLE—EYAREA-NG UNDER THE DIRE— OF LKF115ED PROF —OPAL D4MEER. TOALTER THIS DOCUWD . SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 SHEETTITLE VOLTA STATION OVERVIEW SHEET NUMBER CO-02 LANDS ""OF HWPDEVELOPMENT, LLC L 3"1 P. 220 aF c' GRAPHIC SCALE (D eeer ) 1 Iona - as It Current Dosaipow d Pamal6 (Sawao 295.00 Block f W 1) See Sheaf 6 far More R-My Deserted ALL that cenam plot deco apamel of landslush,. lying and bang m fire Town of Cveenabuy, C,,nrya Wanen and State of flew York, and being bounded and desaroed es falows' BEGINNING at an iron p'w found onthe xestady side ofNe.v Yoh Slane Hghxay Rau - Ho. 9,x ith pobd marl¢ a norna"seny eamer of lands paw a, lemony of Great Es apo Them, Park LLC (102f283) and ma southeasfedy comer d me lands herein do -bed: RUNNINGI said wins ofbeginnrrg south 57 degrees 35mtn✓.es 00 seconds xeatelong the so.Many bounds ofMa leads hereto described 496.58 feet to ea ken pipe found lore tamer, THENCE co•Ih 42 degrees 18 mirutea 00 seconds west 265.18 feel to an tron ppe found fare comer, THENCE a" Me seumody and eastar bank ofaw Buffer Brook the /olbxing nurses and d-n s, 1. ream 35 d,gmes 51 mimdas co seconds east 42.53 /oaf to an iron pipe IwM: 2 oath 59 degrees OS mimdos co seconds east 1J1.56/eel to an von nod found: 3. north 39 degrees 3G minu�esW seconds eas17805 lest to apart 4.namoldeos 50mtnmes00so nd W53.tloepwnt 5. north 04 degmewos 34 mrnutas 00 sarond,xvs1124.W88 fool to an ironpipo load; 6. n,rN O6 degrees 30 minutes 00 samMs ea51 ] 1.9! feet fv a pwnt T. naN 10 dogmas 54mmutcs a3lerords can 32441ae1 ro a wfit mahtrga MdriCast CamadNC Dads Danid (731737 d,smbod, which pokrt Hlora:odm the westerly Ikon o/Wndsnov a/onradro/DordtlJ 215): THENCE wA, 31 degrees 32 minutes 00 surds east 342.74/ l to an iron pipe round N the swthweO" rem er of lards of said Larval: THENCE ne,a 62 degrees 16 nkndes 30 seconds east 119.22 feel too polar on M x Mhcr silo of New York State Hgamly Pare No. 9; THENCE along the xesredy sde ofKaw York Stale Wghway Roule No. 9 south 31 dugnces 54 tubules eva110S061-1Ib the lawn, pad plow of BEGINNING. -M.., 3.8J naar, morn a,lecs. .MuiMdy andms•mng Gem meaboveepose of,,deses ends ifcry, Rout,dby me Stela of New Yon, for me purposes dxidenrng of New Yak Stale Roufa 9. o 16�; 0'. es i IN A-11"MAINNI \ \ r9 ! I PARCfL2 \ 7AXPARLEL 295.0&iJ D Current Descnpflon dPo.•ce12 (Se w n5.08 Btack 1 W 3) IEGEND Sao Shoat6la More Ramsey Desented Rd.cx tuc5vrrfoeF.uf ALL maIwnan PkN.pawc,Pacelofbnd,aduate, 0irgandbeege,Me Toxn of Oueansbuq.. Wane, County.New Yankk to rros:anyof Now York U.S.ROuto9andeasedyofhnersblc Route67,dw n'SO•vmvwopss maesar knoxn es the Aarmdack Nonhway. and wrrhwrmdis bounded a,ddesedbedaslee- •msvna.Evrnesfu BEGINNING at a pohl in Me wesenl,bounds fNow Yoh U.S. Route 9 indel the southeast comer of le,da of Meadow Rua D-I.Pment Cap.. and wtuch pum dbe7-ner rs else ths nwlhead cvnar of a -cos v4eui 97697 square nod psnrel conseyad by Meadow Run DevekrpmeM Cenp. to Aftne.6ons Land. inc, by deed dated SVI989end,owled in the Warren County Cerk's OR N book 754 efdaods m page 161. and pQ •xxma- wN pafnld begin ftissibate aI,dcs a-Mf40.I2fwf.ma Manymeasureng the we.V d,iedy y� tountls of sad Route 9 from 8re southeast mmerafdpse premises wMayed by Landes R. Wood m sW .H�aroavrm Meadow Run Developreent Oap.bydaed dated Y1Y7966.aadncomed n said clanks oR an book 476 Q •smwaxwmF daeedsatwge30t. •slcarAv4n:nu.4raroa RUNNItIGTHEtICEhommopa,I ofbegm,,glhelosovtngf cvunsesandmsarcosalongmo C --scar wester bounds of e9. 1. south 32 degrees :0 minutes east. 33343/eet. .seem-[ 2soufh27degrees24minutes40s W,,asf,30523/ t 3.soufh 63 degrees :5 minutna 20 seconds west. 86,00 feel: C❑ --a-, 4.south 52 dn-47minutas 405ecords eaY 201DOfaet _ Ssouth 22 dogmasM minutes enst. 220.85 feet to the northeast eaelof fhasa pranls,s rnnwyM by Cav oursau •acaaauwfap vusne-outvAu 'POMH. Peronsh Donald J.DaMah bydceddw,f 10247956 andremdcd in Freak 7]]olc�etlsaf p09e225. andbongalso the southeast eomerdmose premisesranroyotl tythe EStafadWil mN Paldnsto AflraMlo,Land Inc Dydeedda!Wil/7/1980mdrawr mbook635ofde ,afpage769; THENCE south 62 degrees 41 minutes 30seco'ds west. 131.66 feel le the n enhwes eamerdsskilands convoyed to Denials: THENCE north 29 degrees 41 minutes 30 seconds West, andruaning along Me eastedy line of those premises conveyed by Joan M. Maruibr m Marian M. Canishfam by dead dated ZW1986 red recorded in the Warren Courtly Clerk's 0f- in book 673 of deeds at page 970. l a distance of 142.72 feet to the northeast oamer of said last menganed premises; THENCE the fdl-W seven courses and dislances along the nonhxesfady and oafhedy line of sad last mentioned premises.' ` 1. south 22 degrees If m1, as 30 seconds west, 32"feet 2. south 07 degrees 5] minutes 30 seconEa wvs1. 111.W /Mt, 3. south 03 degrees 0 minutes 30 seconds east 124.38 feat \ 4. south 04 tlegrees 17 minutes 30 seconds west 0.15feet S south 41 tlegrees 03 minutes 30 seconds west 78.05 feet 6.soulh W degrees :2 mrnutas 30 seonds wort. 13f.56 kal, \ y LANDS WF OF 7. South 3T dagmea:emndes 30 seconds west, I253/catd Ne narfineN cvrriar a/dnas convayxd by GREATESCAPE THEME PARK L.P. Manna to Cenrshsn' L 1021 P. 261 THENCE south 40 tlegrees 50 minutes 30 semmis east lwa disfanoe of 265 f8 feet to the samrwesl eoma.dsadmmla orcanis.- THENCEwnh59dsgrea502-mules30secddseastabngthesadhedylineOmid Iaam wioned \ preMs laadistanceof496Wfeettoapantintheme 14ybaunds,INew Yak U.S.Route9. \ THENCEsouthWdegrees57m'nutes30ma seast.alongsaidwe atlybounds, foradistance Martha Ffr- Fmibef0I oRog en LenaaFo,fai bydp disasconlll992y dmc.ded rd Lena LaFontaine by deed dated 1/7/1992 antl recorded in sad dark's \ athce in book 645 o/deeds atpage 757; M b-k 645.f THENCEsou059degrees 02mmules30seconds 1, along me nonhedylino ofsaid last mentienedpremises, rora Mahan of 533.23 fml:o an angle point themin; \ THENCE north 73 dogmas 51 minutes 30 seconds sash, fora distance of393.00 feet to a point in the eadedybounds of lnferstele Route 87. also known as the Adirondack Nonhway, THENCE-th 78 degrees 43 minutes wev, along sad eestady bounds. antl crossing a stream brown as •Meadow Run . two distance of 1358.39 feet to the southwest comer dthose premises conveyed by Chades R. Woodfo kle0-Run Dmelopmenl Corp. by the of men5onad dead recoNadlob�ok 476 oldeods of page 308; 0 THENCE north 84 degrees 14 minutes 20 socands east, along the smahedy Gne ofeadlast ' mentionedpram!sas, I a drstanpa of 80.94 feet m a pommt which Is located at a dislanee of 4Z25 feet waster on a course of south 84 degrees 14 minutes 20 seconds west from the n101 h at O +, d' comerofatnengularparcel oflande Wyedby Atmddions Lardlnalo Meadow Run Development Corp by deaddated 5,Wl989 and remaded in the Warren County Clerk's Orr- baak754ddeedSafpage 159, THENCE soub,28 degrees 07 minufas 50 seconds east let a c-nce d 9Z07 feel to a pant xnKh rs - ,� ��'• .n. located at a distance of40.00 l lxeseron a course of seam 61 degrees 52 minutes 20 seconds west I the southxost cenefdsadmenIularpeawl y 1 THENCEnorth5fdagneas52.4,ules20wandseastl adis -of223.74fre.lafhe.,slaycoma of sand lnargularpa2ef and wMrh poin(Is sLm free nathwes camaafa 9769.7 square loapa•cel pay wmeyed byMeatlox Run WvekapmaM Cap.eAttmUons Land /nc by Mad Oatad May 8. f989 and � ,-.\ mended In said dnnrs ofOco bbaet754ddaaes alw9n lGf; .eA THENCE canWuingroM 61 degrees 52 rtunutes 20 sttontls ease akvg me rwthedy Imo dsad 9769.7 \'. - square roawma aMlwldth, way alongrho aoum,ny mac era pane maaanywan. laatlrs:areed � i91.61/mute Natant dBEGINNING andmnfdnug f9.90arres dent. more a:esi IXCEPTING andresenn.g Irpm Parcel f antl apova IaMs eppropnaled by the Peoye oftlre Stele d . i':"\\� i8. 1\-_ \\l4ao No]96 Parent W. �l in ma Warrant LouMy Ceh's OR on Jay 131998loatw f072page f80 r, n RS \\ \ O \\ y LANDS OF \ MRCIiE(l A. ACOHEN car O I L 1311 P. 87 r PARCEL 6 \ - - fy TAXPARCEL \ O �. CEL TAX PAN \ CONSTRUCTION NOTES: �j 1. CONTRACTOR NBUT LIMITED ,TO. CHARGINGSTATIONMUNNING.FOUNDATION CONSTRUCTION NDUFT INSTALLATION. LLATION.AND WRING. ' ,\• ✓ ,1 "1 k..` * m' _. � y ti. )' r it 2. CONTRACTOR TO PAINT PROPOSED EV PARIONG STALLS PER {� \: {` t ♦ f j.:. .t ✓.uy' _ T 1CONTRACTOR TO INSTALL TREE PROTECTION FENCING PRIORTO ANY �' ��trF"' ' CONSTRUCTION ACTIVITY. SEE SHEET C3 FOR DETAILS. 4. EXACT STATION PLACEMENT AND ROTATION ANGLE MAY VARY �- 'L`!y� •` .`�fyf SLIGHTLY UPON INSTALLATION DEPENDING ON SITE CONDITIONS. a 'P 44 t i 5. CONTRACTORTOFIELDVQTIFYALLSTALLUMENSIONSANDALL EQUIPMENT LOCATIONS TO ENSURE SUFFICIENT SPACE IS AVAILABLE Ea��1 « 1: .\. - 1FS� -- _ _ 6. CONTRACTOR SHAL TAKE NECESSARY PRECAUTIONS WHEN DRILLING qv L.y'=' INTOEXISINGCIP SLAB AND CIP DROP PANELS TO AVOID DAMAGE TO :Y\ L'T - L+A 1 ANY REINFORCING AND EYJSTING STRUCTURAL COMPONENTS. X �,\{'`{.{.t q'4 ' _. 7. USE APPROVED ASTM METHOD U(-RAY. PACOMETER, GPR, ETC.)TO '.i ' mo w YF `: �� f. - ` LOCATE M U) STEEL AND PRESTRESSING TENDONS PRIOR TO DRILLING. DO NOT CUT OR DR)L THROUGH ANY EXISTING REINFORCING. ADJUST LOCATION AS NECESSARY TO AVOID EXISTING •w p ' REINFORCING.ENSURE I'GAP MN. BETWEEN REBAR AND 6. VOLTA WLL MAKE EVERY EFFORT TO FOLLOW WITH THEIR PROPOSED _ T - ,R� C4 • - CONDUIT. AN EXISTING CONDUT ROUTE FROM ELECTRICAL ROOM TO PROPOSED STATION PLACEMENTS WHEN AN EXISTING ROUTE IS NOT \ AVAILABLE VOLTA WILL MAKE EVERY EFFORT TO CONCEAL"DE F PAINTAND MIMMIZE VISUAL IMPACT OF CONDUITS ANYWHERE THEY MAYBEVISIBLE TOTHEFUBLIC. CONTRACTOR 15 RESPONSIBLE TO LOCATE ALL VERTICAL AND - _ HORIZONTAL UTILITIES PRIOR TO DIRECTIONAL BORING. ANY OVERALL SITE PLWJI - - _ ALTERATIONSTO THE PROPOSED CONDUIT ROUTE ARE TO BE �OERALLSHEETSFCt-01 FCR DETAILS), -4• - -'-" '� . COORDINATED WITH THE PROFESSIONAL ENGINEER(S) PRIOR TO CONSTRUCTION. - •�•�®^ 'Y �y`V ✓' -� t0. ANY ITEMS TO REMAIN THAT ARE DAMAGED BY THE CONTRACTOR Vi. ;,- +\ G 1r' SHALL BE REPLACED TOTHE EMSRNG CONDITION OR BETTER AT THE `.1 O�' _ ` > .. • Jb>2 i E., 1 - CONTRACTORS D(PQJSE `F A APPROXIVATEPROPERTYLINE(TYP) y 'j}M 1 _ 11. CONTRACTORTOLOCATEJUNCTIONBOXORAFPROVEDALTERNATIVE +�Z�`f. -�. - �•. > T� } - FOR SITE SPECIFIC RUN LENGTHS AND BENDS. l \- a /• l ';.: 12. DEVIATION FROM PLAN ON THE PROPOSED CONDUIT METHOD 15 AT ..,`M / ! '-'r� THE CONTRACTORS DISCRETION AND SHOULD BE DETER MINED BASED .'.'`a \ ` L� - ON EXISTING UNDERGROUND FIELD CONDITIONS. ANYDEVIATIONS Y���y SHALL BE APPROVED BY VOLTA AND THE SITE HOST. CONTRACTOR TO ENSURE AL CONDUIT INSTALLATION METHODS ARE APPROVED BY �. T.:; { - \ /{•_ - ; r T LOCAL JURISDICTION AND INSPECTOR. 1- r-:. PARKING NOTE: j' a - 1. THIS PROJECT PROPOSES TO UPGRADE 11 STANDARD PARKING STALLS TO (B)EV CAPABLE PARKING STALLS. milt REFERENCE NOTE: ( t'; t. SEE PROJECT LEGEND ON SHEET CO-01 FOR SYMBOLS AND LINE TYPE DESCRIPTIONS. moo- > k day J Y., A r =P x v ��c+ +, 3ha`a ` MASTER SITE PLAN ;'��a�� •� ip � � � sue' p� ,p F YZ'M}I'A� IMAGE REFERENCE: AERIAL IMAGE(S) PROVIDED BY NEARMAP IMAGERY CQM N-Imp. HERE N nearma�.„/ 0 GRAPH 51CSCOT EINFE300 current: UeQr:cnongel , • , lvolial 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. I N LEYJNGTON AVE SURE 505 WHITE PLAMS. NY 10601 PHONE: (914)a6&9199 W hWKIMLEY-HORN.COM II1�liliifif i7�lY 111,11111111,-111, ISSUE DATE 09/25/2023 ISSUED FOR PERMIT tE OF NEIyy 4P DLO F, O9 O ''OAy,,�09006� t� W "'�JE5510µK� 09/l5/1a1� R UAV ST1EN OF uWF01V ANYPERSON UNLES6 TIEYagE ACR4GUNOER ME o 04MEEN io/N.ITDER-S E1rt� SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 SHEETTITLE MASTER SITE PLAN SHEET NUMBER C1-00 PROPOSEDUNC(HAN UND CONDUITi - � + Y i SECTIONS TR E2A0 !► (SEE ELECTRICAL SHEETS FOR DETAILS) SHEETS DETAILS) \ VOLT; L2 CHARGING STATION 03 18 23 EVCSFOUNDATION C3-02 I C3-03 4+- �,;1 �• j PROPOSED UNDERGROUND CONDUIT 3 SECTIONB(BORE 35)(. PROPOSED UNDERGROUND CONDUIT E2-00 SECTION A (BORE 240) - (SEE ELECTRICAL SHEETS FOR DETAILS) STATION 16 23 S �} EVCS FOUNDATION I CM21 C3303 a _ _ ENLARGED SITE RAN 1 (SEE SHEET C2-0O FOR DETAILS) CONSTRUCTION NOTES: 1. CONTRACTOR RESPONSIBILITIESCONSISTSOF, BUT NOT UMITEDTO. �. CHARGING STATION MOUNTING, FOUNDATION CONSTRUCTION. CONDUIT INSTALLATION, AND WIRING. - 2. CONTRACTOR TO PAINT PROPOSED EV PARKING STALLS PER �j • -y .M11RISgCTIONAL REQUIREMENTS. 3, CONTRACTOR TO INSTALL TREE PROTECTION FENCING PRIOR TO ANY CONSTRUCTION ACTIVITY. SEE SHEET C3-0O FOR DETAILS - _ .. 4. EXACTSTATION PLACEMENT AND ROTATION ANGLE MAY VARY SLIGHTLY UPON INSTALLATION DEPENDING ON STTECONDITIONS. PROPOSED EXTERIOR ELECTRICAL AREA CONTRACTORTOFIELD VERIF)(AL1­STALLD1MENSIONSANDAL1­ / (SEE ELECTRICAL SHEETS FOR DETFILS)�- - VOLITAW LMAKE VERY EFFNSURE ORT 6. VQUIPMETMCATIONRY EFFORT TOFOLLIENTSPCE IS PROPOSED FOLLOW, WITH THEIR PROPOSED 3 CONDUIT, AN EXISTING CONDUIT ROUTE FROM ELECTRICAL ROOM TO PROPOSED UNDERGROUND CONDUIT PROPOSED STATION PLACEMENTS MEN AN W STING ROUTE IS NOT E2-00 SEGTIOND(HAND-TRENCHS20) AVAILABLE. VOLTA WILL MAKE EVERY EFFORT TO CONCEALMIDE, (SEE ELECTRICAL SHEETS FOR DETAILS) I PAIM AND MINIMIZE VISUAL IMPACT OF CONDUITS ANYVMERE THEY Est-. - -- - MAVBEVISIBLE TOTHEPUBLIC. =- OWE 7. CONTRACTOR IS RESPONSIBLE LOCATE ALL ` �- ,COSTING 16 27 VOLTA L2 CHARGING STATION Ot. � - POWER POLE - - _ BORING. ANY RI RTO BORING.ANY PRIOR HORIZONTAL UTI NSTOTH POPOSEDONDUI ROUTE ALTERATION6TO THE PROPOSED CONDOR ROUTE ARE TO BE I C3-02 C3-03 EVCS FOUNDATION - - _ T� y COORDINATED WITH THE PROFESSIONAL ENGINEER(5) PRIOR TO CONSTRUCTION f! 6. ANY ITEMSTO REMAIN THAT ARE DAMAGED BY THE CONTRACTOR SHALL BE REPLACED TO THE W SRN^ CONDITION OR BATTER AT THE PROPOSED UNDERGROUND E (D CONDUIT SECTIONE(BORE 3ILS) E2-00 (SEE ELECTRICAL SHEETS FOR DETAILS) PROPOSED UNDERGROUND CONDUIT 3 SECTION F (BORE S80) E2-00 L—_ — — — — — SEE- RICAL SHEETS— FOR D - S — — — - R VOLTAUCHARGING STATICNO5 16 23 EVCS FOUNDATION Wl COIJCRETE PAD C3-02 C3-03 _ — I PROPOSED UNDERGROUND CONDUIT SECTION G(HAND-TRENCH 1151 E2-00 (SEE ELECTRICAL SHEErs FOR DETAILS) EH (HA (SEE ELECTRI RICAL AL SNEE VOLTA L2 CHAR( EV PROPOSED NEWSERVICE TIEIN CONTRACTOR'S EXPENSE u - (CONTRAC TOR TO COORDINATE WITH LOCAL UTILITY 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 ENLARGED SITE PLAN 2 THE CONTRACTORS DISCRETION AND SHOULD BE DETERMINED BASED (SEE SHEET 02-01 FOR DETAILS) ON EXISTINGAP ROVED YVOLTOUND AND THE SITE HOST. CONTRACTOR t f TIONS SHALLBELL CONDUIT IN TALAAND THESITEHOST.CONTRACTOR TO ENSURE ALL CONDOR INSTALLATION METHODS ARE APPROVED BY LOCAL JURISDICTION AND INSPECTOR. PARKING NOTE: © 1 ■ APPROXIMATE PROPERTY LINE (TVP.) i. THIS STALLS TO PROPOSES T PARKING E (11) STANDARD PARKING STALLS TO (8)EV CAPABLE PARKING SFALLS. 1� REFERENCE NOTE: 1 I Q I, 1. SEE PROJECT LEGEND ON SHEET CG01 FOR SYMBOLS AND LINE TYPE DESCRIPTIONS. 52.0' .Q I I •� PARKING DATA TABLE DOSTNG PROPOSED CHANGE STANO— E. 1. 3 6TN16 TO M OEOCATEO TO EV WAMSlG STATNkl5 ACCESSIBLE 37 n D NOTE Pa MG c00rtrSARE NO C n� LOSNE OF AOOOIOVAI PARNNGN GRAVEL lOT6 ON SUE I ':-• ?� COSTING FENCE TO REMAIN AND BE PROTECTED- 1 SITE DATA TABLE SO. FT. ACRES (3) AOM59W eoDTHs 2T0 0006 TOTAL ILmERNTAIS 216.111 S65 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. i N LEM NGTON AVE SUITE 505 WHITE PLAINS, NY 10601 PHONE. (914),1M9199 WAWKIMLEY-HORN.COM REV DATE DESCRIPTION BY 1 EMME)22 CD1005 PEP 2 OBI$0 M CD1WS GIB 3 03/31Q023 CD1005 ESP 4 09n=3 CD100S K-1 ISSUE DATE 09/25/2023 ISSUED FOR PERMIT ZEOF NE yy 4P �tlD Fq/ 09 O / 09006T Er. 'FsswM� Tr6AVXRARW OFUW FORANYPERSW. NLE THEYAAEAOTNGUNDERME DIREC-1 OFA LICENSED PROFESUONAL ENGNEER.MALTER-E DONYEW. SIX FLAGS THE GREAT ESCAPE y- ga � 1 1 C� PHASE 1 1172 9 ' "k . U.S. QUEENSBURY, NY 12804 p- .__ A�1 SHEETTITLE _ \ t 1 s i:; , L -■ �� -�j� - ,I 1 IMAGE REFERENCE: AERIAL IMAGE(S) PROVIDED BY NEARMAP IMAGERY02022N.a p, HERE �Y OVERALL SITE PLAN _ } I _ SHEET NUMBER 1 " • GRAPHCSCALEINFEET nearmap D 1 curn=ntclecrchange C 1-01 OVERALL SITE PLAN 1 yA PROPOSED UN O T SECTION B(BOREDUIT SECTION FOR DETAILS) -,(SEE ELECTRICAL SHEETS FOR OETAILS)I . T I CONTRACTOR TO INSTALL TREE PROTECTION FENCING 3 PRIORTO ANY CONSTRUCTION ACTIVITY (P )ETHERE _ •%r TREETOREMAINCONTRACTOR ENSURE APPROXIMATE PROPERTY UNE (TYP.)I THERE HILL KENO gSTURBANCEOFTREES DURING E - - — THECONSTRUCT]ON PROCESS(rYP.) 111■ ■ . 11111■ , , „ 111- „ 1111■ „ 11� „ 111- , II EXISTING CONCRETE STAIRS TO REMAIN. 1 - CONTRACTORTOPROTECT INPLACE f 1 I I 1 I 1 I VOLTA L2 CHARGING STATION 02 16 23 —� EVCS FOUNDATION CM2 C 3 I 1 1 16 VOL A V CHARGING STATION 01 1 I C3-02 C3N EVCSFOUNDATION II ENLARGED SITE PLAN 1 r — I PROPOSED APPROX 4 FT MAX 31 I HEIGHT WALL(TYP.) 1C3-03 I I I f—• FI INx`r 4.: 1 � EXISTINGCURB TOREMAIN.CONTRACTOR y�•. TO PROTECT IN PLACE(TYP.) 8 12 EVSIGN POST Q i'V' 8 12 Ey SIGN PoSf 3-01 C3-01 RYPJ r T - C3-01 C3-01 TrYPJ 1 5 6 EV STRIPIN' Z ,G A }.> 5 6 EV STRIFlNG C3 C3-00 ITYPJ IGW �INgpW�y�ryl6g WSRNGPARIQNGSTAU-TOBE CONVERTED INTO STANDARD EV STALL EXISTING PARKING STALL TC CONVERTED INTO STANDAR. UNDERGROUND CONDUIT (BORE _4(r) RICAL SHEETS FOR DETAILS) EXISTING TREE TO REMAIN. CONTRACTOR TO ENSURE THERE w1LL BE NO DISTURBANCE OF TREES WRING THE CONSTRUCTION PROCESS(TYPJ PROPOSED EXTERIOR ELECTRICAL AREA (REFER TO ELECTRICAL SHEETS FOR DETAILS) 111111, II , 1111111' ur� � 1 ,—■,11-, II 11�■, _ PROPOSED NEWSERVICE TIE' N.CONTRACTOR; TO COORDINATEWTIH LOCAL UTILITY VOI TA 17-..CH AR—N STA ` R •._ EVCS FOUNDATION VOLTA1-2 CHARGING STATIONU ' C3-02 G"}03 EVCSFOUNDATION Volta 155 DE HARD STREET SAN FRANCISCO, CA 94103 KimlepMorn New York 0 2023 MULEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK. P.C. 1 N LW NGTON AVE SUITE 505 WHITE PLAINS. NY 10601 PHONE: (914).35&9199 WNW.KIMLEY-HORN.COAI ©IM 111,11111111,-111, -111111■-1■ 111'lllllll,-1111 _--1111 ISSUE DALE 3 PROPOSED UNDERGROUND CONDUIT Q4)0 SECTION C(HAND-TRENCH SIO) PROPOSED APPROX 4 FT MAX PROPOSED UNDERGROUND CONDUIT 3 <` C3-03 HEIGHTWALL(TYP) 9/25/2023 SECTIOND(HAND-TRENCH�O) Q-00 -- - --- - -- 31 • \ O ISSUED FOR PROPOSED APPROX 4 FT MA% PERM 1 T C303 HR PWALL(PYP.) -_ — — 6 12 EV SIGN POST C3-01 C3 I (TYPJ 6 12 EV SIGN POST - 5 6 EV STRIPING C3.01 C3.01 (TYP-) -\C3-W C3A0 (TYP.) qq••�{RgyFF��qq�� pp�RI�4 � \ WP11911WdI�N611 \ 9.0' EpSNNG PARKING STALL TO BE CONVERTED INTO STANDARD EV STALL 6 STRIPING IXISTIN3 PARKING STALL TO BE EV p C3L0 D mi CONVERTED INTO STANDARD EV STALL PROPOSED UNDERGROUND CONDUIT 3 SECTION E(BORE x12(r) E2.00 (SEE ELECTRICAL SHEETS FOR DETAILS) PROPOSED UNDERGROUND CONDU IT 3 SECTION F (BORE _6U) Q-00 (SEE ELECTRICAL SHEETS FOR DETAILS) R u A VIIXATION OF UW FIXi 4NY PERSON. UNlE55 11IEYAREAOTNG IT THE D f ECT C.PEER.TOALTElSEDISRO�NE M OVAL 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 } APPROAMATE PROPERTY UNE (TYPJ'. 11111■ „ 11111♦ „ 1111111 . , 11� —41 S �^ EV SIGN P051 (TYP. PROPOSEDUNDERGROUNDCONDUR 3 \ SECTIONG(HAND-TRENCHSI5) E2-00 ISEE ELECTRICAL SHEETS FOR DETAILS) EXISTING CONCRETE SIDEWALK TO REMAIN. CONTRACTOR TO PROTECT IN PLACE (TYP.) �414 EV STRIPING 5 6 EXISTING PARKING STALLTO RE a• ' I - CONVERTED INTO STANDARD EV STALL''; CONTRACTOR TOINSTALL TREEPROTECTION FENdNG 3 _ PRIOR TO ANY CONSTRUCTION ACTINRY EXISTING TREE TOREMAIN. CONTRACTORNESURE THERE WILL BE NO DISTURBANCE OF TREES DURING THE CONSTRUCTION PROCESS (TYP.), TWO EXISTING PARKING STALLS TO BE CONVERTED INTO STANDARD EV STALL F VOLT L2 CHARGING ATI NOS i6v 23 N EVCS FOUNDATION WlS'cONCRETE PAD C3-02 C3-03 PROPOSED UNDERGROUNDCCNDNT 3 `/ 3 PROPOSED UNDERGROUNDCONDUIT i SECTION F(BORE !EO) E2-00 E2.00 SECTION BORE 3IW) / (SEE ELECTRICAL SHEETS FOR DETAILS) (SEE ELECTRICAL SHEETS FOR DETAILS /- � VO TA L2 CHARNG A ON C6 76 � /• EVCS FOUNDATION C3-02 G ej. �4 ENLARGED SITE PLAN 2 TWO EXISTING PARKING STALLS TO BE CONVERTED INTO STANDARD EV STALL EXIST NG FENCE TO REMAIN. CONTRACTOR TO PROTECT IN PLACE (TYP.) - 8 t2 EV SIGN POST C3-01 C301 R'rP) D(ISRNG CURB TO REMAIN. CONTRACTOR TO PROTECT IN PLACE (TYP.) r' i6 23 VOLTAL2CHAR1N! C3-02 C3-03 EVCSFOUNDATION (a I — -- _ 5 6 EV STRIPING u rsMoNG �saa uom \\\ C3� C3� (TSTRIPING C3� C3.OD STRIRNG P.) D UNOERGROUND CONDUIT H (HAND -TRENCH 12M 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 LEXINGTON AVE SURE 505 WHITE PLAINS. NY 10601 PHONE'. (91 aJJ5&91FK3 WWWKIMLEY-HORN.COM REV DATE DESCRIPTION BY 1 03I03=22 CD100z PEP 2 OM(ZKI22 CD100s GJB 3 IIM1= CD100s E5F J OMSM23 CDIW0 KA ISSUE DATE 09/25/2023 ISSUED FOR PERMIT t'' 0f NEWY U) FyJ O O H 000061 I R GAVIOfATJN GF FOP PEPSCN. UNLESSTHEYARE ACTRGTIYGUR.NOEF THE O DIG EE L M L L-1PPOTESSIONAL DlCilEER, TOAITFR TXIs 00¢IUDR. SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 SHEET TITLE ENLARGED SITE PLAN EVCS 05-08 SHEET NUMBER C2-01 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,SW PSI AT 28 DAYS WITH MAXIMUM WICM RATIO OF D4S AND AIR -CONTENT OF 5'n •/- t,556. 3. MINIMUM YIELD STRENGTH OF REINFORCEMENT TO BE W,OM PSI (ASrM AM 5), 4. REFERENCE CIVIL AND ELEC. DRAWING FOR EQUIPMENT LAYOUT, LOCATION OF CONDUIT, ETC. 6. R NAL 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 IMM EDIATBLY TO TH'c ENGINEER 7. NO GEOTECHNICAL ENGINEERING REPORT WAS PROVIDED BY THE OWNER FOUNDATION DESIGN IS BASED ON A MINIMUM OF 1.500 PSF NET ALLOWABLE BEARING PRESSURE ON UNDISTURBED NATURAL SOIL OR COMPACTED FILL UNLESS OTHERWISE NOTED. 8. UNLESS OTHERWISE DIRECTED BY THE OWNER. ALL FOUNDATION WORK RELATED TO INSTALLATION OF REBAR SHALL BE INSPECTED BY OTHERS, 9. KIMLEY-HORN AND ASSOCIATES, INC. IS NOT RESPONSIBLE FOR THE DESIGN OF THE EQUIPMENTOR ANCHORAGE TO THE FOUNDATION MANUFACTURER SHALL SUBMIT LOADS TO ENGINEER FOR RECORD KEEPING PURPOSES ONLY. 10. DESIGNISBASED ONTHESPECIRCEOUIPMENTSHOW.NINTHESE DRAWINGS AND ILLUSTRATED ON THE VOLTA CUT SHEETS. 11. ALL MATERIALS SHALL BE INACCORDANCEWRHTHELOCAL DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 12. ALL FOUNDATIONS ARE TO INCLUDE COMPACTED SUBGRADE AND MINIMUM 6' COMPACTED STONE BASE UNLESS OTHERWISE SPECIFIED. 13. BUILDING CODE IBC 2018 DESIGN PARAMETERS (PER ASCE 7.16). WIND SPEED: 108 MPH EXPOSURECATEGORV: C TOPOGRAPHY CATEGORY. 1 RISK CATEGORY: II SEISMIC PARAMETERS. Ss 0.259 51 = 0.D59g SITECLASS: D FROST DEPTH. 65' FEMA FLOOD ZONE X NOTE BOLLARDS ARE NOT DESIGNED FOR FULL 6 KIP IMPACT LOADS UNLESS OTHERW SE NOTED AS'VEHICULAR RATED'. TREE.RI1L NE (TYP.) BEN RIVE AREAS ... TREE PROTECTIONMIGH VISIBILITY FENCING -�•_.. LIMITS OF DISTURBANCE NOTE FURNISH AND INSTALLTEMPORARY HIGH-VISINLRI' FENCING AT CONSTRUCTION UMITS PRIOR TO ANY LAND DISTURBANCE I GENERAL NOTES N.T.S. 1 I NOT USED N.T.S` 2 I TREE PROTECTION N.T.Sc 3 I NOT USED FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS I FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS Volta cham STRIPING GUIDELINES 17NDODIS �L1R4lY,Orr vro..t uac.1om a--�ss rr aarr ivolia re.�anfx fmnf., o.e.., vamwv.ma. EV STRIPING GUIDELINES SURFACE PREP e:n0' rcf ra muHw arrw ex me•v�o owes e�wY bcmR .»:mRrgxo naamnrwry vcayunrc n u vwr.___.. A,r., ovwr.an�cx p BRANDEDSTRIPING ASPHALT PREP P n+L a a�sa�ne w q,ne�ie �•N�w Yoha Charting STRIPING GUIDELINES 0 R' EVCHARGING EVCHARGING 5 I EV STRIPING GUIDELINES /ffiODRBYDO WT nrwrl n..a,., r.c`.+va��Y pub A ESORIES LNf¢ SRWSvw wrc«.a.,n'n v»aeel vn.w 2 ACa'+ee AIblE:nea4w r-+�rc..e.N:.. W RO5 vo +.•a o uaut vu a�w u+ue z� ia. MauyaJ exn anA wee. dund m� 63�c�nn LETHRS u.r va .La-,.r,. v.n., av«,wf ASPHALT PREP ue^uvu.�v�K a�Cw•:vea vni'rv�Aa boar r_�ncnenra, bJna•nr ca 6 I NOT USED 7 Volta 155 DE HARD STREET SAN FRANCISCO, CA 941 D3 Kimsey))) Horn New York O 2023 KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK. P.C. 1 N LEXINGTON AVE SURE 505 WHITE PLAINS, NY 10601 PHONE: (914)-36&9199 WW&KIMLEY-HORN.COM v "®®i I©1�I�iiiBiGi(i�B IliliGfiiifii�© 111,11111111,-111, ISSUE DATE 09/25/2023 ISSUED FOR PERMIT RISAVKIU.RGR CF 44Y FOP PNY PERSON, UNLFSSRIEYME ACING UNDER 1HE ONEGTRYIOFALICENSEOPROFE590NR1 ENGNEER, TO ALTER THIS OOQINDR. 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 r 2k2 STEEL (HOT DIPPED GALV) CAP OR ENGI NEER APPROVED EQUAL II EV PARKING SIGN (SEE DETAIL 12, THIS SHEET) ww Uri o UI 7kT SO STEEL MOT DIPPED GALV) SIGNPOST = vi �u m� Oa m 2a 412-314' SQUARE POST 12 GA - STEEL (HOT DIPPED GALV) VL (2) 3B'k1' STEEL BOLTS (HOT DIPPED GALV). (I- BOLT TO BOLT SPACING 3'MAY, WTH 314' MINIMUM EDGE) EK.GRADE Ol LND''-LEE ATVE SOIL FNG. BABE NOTES. 1. SIGN TO BE GREEN(PANTONE 355C)VATH VMITE LETTERING AND MUST BE REFLECTIVE LETTERING. 2. TO BE PLACED AT HEAD OF PARKING STALL. 3. POSTMOUWED OWECTS PER ADA CODE SECTION I IB307.3. 4, THUS DETAIL SHALL ONLY BE USED WHEN SIGN POST IS LOCATEDOUTSIDEOF PARKING LOT PAVEMENT AND 2 FAIN, CAR OVERHANG ZONE SIGN POST SCALE $ NOT USED SCALE 9 ELECTRIC VEHICLE CHARGING SIGN INSTALLATION HEIGHT. ALL SIGNS TO BE INSTALLED AT W ABOVE FINISH FLOOR. IF SIGNS ARE LOCATED WITHIN AN ACCESSIBLE ROUTE. THEY VALL BE INSTALLED AT DO' ABOVE FINISHED FLOOR. MEASUREMENTS ARE TAKEN FROM BOTTOM OF LOWEST SIGN. SIGN REQUIREMENTS N.T.S. sl l 12 I NOT USED NOT USED 13 I NOT USED 155 DE HARD STREET SAN FRANCISCO. CA 94103 Kimley>))Horn New York O 2023 KINLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK P.C. 1 N LEXINGTON AVE SURE 505 WHITE PLAJNS. NY 10601 PHONE: (914)-35&9199 WMMKIMLEY-HORN.COM REV DATE DESCRIPTION BY 1 OSAIGQ022 CD1DDs PER 2 GMIY2022 CDIWD GJB 3 OR7312023 CDIWI ESF 4 0J- 52023 CDIW0 KJ ISSUE DATE SCALE 10 NOT USED NTs 11 F 09/25/2023 BT oIHBRs. ISSUED FOR PERMIT i 01 STEEL (HOT DIPPED GALV) PIPE SOL, FILLED W1 CONCRETE SLEEVE VA VMRE REFLECTIVETAPE POST GUARD DOLLARD COVER C11365G. OR APPROVED EQUAL �EOF NE,,' 4P �L,LA FA7r 09 W 'a 9006� "'�EE551011KV ��5�> RIEAVK PNOFULVTORANYPENSCN. UNLESS THEY ARE ACTING UNDER THE OREttpr1 DPA ucDlsco PaDEEss1DaAI ENCtIEER,TOALTER THIS OON4Drt. I EX GRADE SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 UNDISTURBED NDTIVESOIL•I I' •�\\: QUEENSBURY, NY 12804 CONCRETE FOOTING SHEET TITLE 01P SITE DETAILS NOTES: 1. CONTRACT RTC ENSURE PLACEMENT OF BOLLARD DOES NOT IMPACT VISIBILITY OFSTATION SCREEN. 2. CONTRACTORTO ENSURE BOLLARD PLACEMENT DOES NOT OBSTRUCT S DOOR SWING ON BOTH SIDES OF THE MEDIA STATION. 3. BOLLARD SLEEVESSHOULD BE CUT I N THE FIELD AND ARE TO BE THE HEIGHT OF THE STEEL SHEET NUMBER (HOT DIPPED GALV) POST AND SAW HOLE CUT IN THE FIELD TO FIT OVER THE STEEL (HOT DIPPED GAL S PIPE BOLLARD. BOLLARD SLEEVE TO BE FLUSH VMTH GRADE 3-0 4. THIS DETAIL SHALL ONLY BEUSED ARDSLDVE TOBEFLUSHWTH AN EXTERIOR PARKING LOT. A THIS BOLLARD I5 NOT DESIGNED FOR VEHICULAR IMPACT. 14 t SCALE 15 N.T.S. FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS FRONT SIDE CHARGER SPECIFICATIONS. 52F H85.0'.W36.5'x015.5- WEIGHT 700IM CORD LENGTH 15 POWER TYPE 20824DVAC, 48A(MAYJ. IO LW MAX PLUG: SAE A772 COMPLIANT CONNECTOR LISTINGS 4 UL E35,7 POWER REQUIREMENTS CHARGING UNIT: WAQP208240VBREAKER STATION AUXPOW ER 2ONlP I20V BREWER NOTES: 1. THE GRIP RANGE FORTHE CHARGE CABLE BEGINS AT XS' ABOVE PARKING SURFACE 2 SEE DETAILS 17819, THIS SHEET FOR MORE INFORI4ATION. FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS A -- Tech specs L-12Hadi.SwIm [•PeOn���lyexe tw+]c A•ctu�Qct [W rA]azT Rayq rnaareaw - w taP>4 nacrraw �:xTvm ]AC ¢asP Qa.tlFumlcmn BRILL K1Tn n±aan �¢v's%emrararc.•a W]2Tq At]ib Nn12y a•r+a�czsrarr. A`ni.M1vaNAFzvFS.9 1nJSW:Y[ B5.0-N +���-s LNz [[z md]Q SOZYr4 R'ezeh3R �A ^W a1Q " �Tt � Haa,el:nm waQ,n�r]ab u s,D � s• �'' VOLTA V4 EVCS CUT SHEET BACK NOTE 1. REFER TO DETAIL 18 FOR BASE PLATE ANCHORAGE N.T.S. 16 I VOLTA V4 BASE PLATE FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS e8ox professional Data sheet 0 0 innogy TFz e0:w p'areaawlts ro:tre-<N enENs a rubs zcx Dr. z�zes.Me nex rer ec aMrl w-t] �r n•c•(. bawK aMSn:eC Crania aw,ezx.Nt] _.4zeMkr KC- FSXCACCl1 Cmtiry FCC I}11%5 5AY13X4 r�'�: fL561 L5 Bra>dband Tcl[mn Po war. L.c 17195 G„�A.a ek w'btrCs.maan 20 FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS V • ' y STEEL (HOT DIPPED GALV) CHARGING STATION BASE PLATE _ — EVCS FOUNDATION (SEE DETAIL, SHEET C3.03) ' CHARGING STATION CHARGING STATION BASE PLAN VIEW (z5) PROPOSED CHARGING STATION ANCHOR HOLE (SEE NOTE BELOW) STEEL (HOT DIPPED GALV) CHARGING STATION BASE PLATE CHARGING STATION BASE PLATE PLAN VIEW NOTES 1. CONTRACTOR TO VERIFY POST INSTALLATION OR CAST IN PLACE ANCHOR AS USTED BELOW BASED ON FIELD MEASUREMENTS AND JURISDICTIONAL REOUIREMENTS. 2 CONTRACTOR TO VERIFY EXISTING CONCRETE SLASTHICKNESS 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)5WDIAMETERHILTIK MANCHORWITHMINIMUTAEFFECTIVEEMBEDMENTOF&1/4-OR ENGINEERING APPROVED EQUAL N.T.S. 17 I VOLTA BASE PLATE ANCHORAGE FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS 0 eBox professional 0 Data sheet innogy .a„c<wrw.nrro c.wl, o--w� •. n,..... a.a�wA.- �r`re.rera.M ar.a ✓ay1l �+ , �'v'3?!!.__ t,mzalmmA.l+s. sAEmr. �.Mamwsa..ez..eaa,n,a, +uid.au O.meemr•� ,evtlixi'a vQMV.,aaew md,m�aaxS44 r me..,� .e,.m]-o•.w•A.n...uo.by w,.,..o.,.< n ------ 1z m u�N6 ,m,w � -- GOu4CAinY—Y�ii t>01 bM ,S�z+ Aam n z uaw. a. M GeyY LLC 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 LEIJNGTON AVE SURE 805 WHITEPLANS, NY 10801 PHONE: (914)J6&9199 W,%WIQMLEY-HORN.COM ©I!rEi�CLiP�lLiiL�® II�I�YL�© 111,11111111,-111, 111,11111111,-111, 111,1111111111-111, 111,111111111,-111, L_IIIIIII■-111, 1 B ISSUE DATE 09/25/2023 ISSUED FOR PERMIT tEOF NELpr 4P YEV�Fy/ O O / - 11 W "�'0/{55 09/15/JOl� R D A VKAAT�1 OF 44V i(Ni PNY PEPS W, a'ECTTMIO AUCUI TNOUNDEf�o E— ENl21EER,TOALRR-S D0W1 — SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 SHEET TITLE SITE DETAILS SHEET NUMBER C3-02 22 INSTAU-1Z COMPRESSIBLE W JOINT FILLER MERE EQ. ED. FOUNDATION ASllTS EXISTING EVCS PAVEMENT OR CONC. PAD(TYP.) CHARGING STATION FOUNDATION (SEE NOTE I) TRAX MIN.6 PADRAISE TO BE HOUSEKEEPING PAD CONTRACTOR TO ENSURE CONTRACTOR TO ENSURE EDCONC. UHU2ED IN RAISED LANDSCAPEISLANDSTO 90 I (SEE NOTE 4) CONCRIETEFOUNDATION SFA IS CONNECT FND. TO BACK OF O W ANOGRADEAREFLUSH INSTALLED EX CURB. CONTRACTOR TO A � � A � EXISTING GRADE PLUS VERIFY PAD IS FLUSH WITH FND. AND CURB 3 14 C --- 2'CLR -\ , •,� W CHARGING STATIONBASE PLATE _ EVCS ANCHOR(TYP) (SEE NOTE 3) 1 (SEEDETN-17ONSHEETC3.02) 'r 3-• REBARCONFIGURATION CHARGING STATION FOOTPRINT 3'CLR PER DETAIL 30 CONCRETE FOUNDATION C �� � (SEE NOTE 1) FOUNDATION SHALL BE INSTALLED ON A COMPACTED BASE V4TH 1FT MINIMUM DEPTH OF FREE DRAINING AGGREGATE FILL NOTES. 1. SEE DETAIL 30- FOR FOUNDATION VARIABLES. NOTES. 2 EXISTING GRADE AROUND EVCSS INSTALLED IN ISLANDS CAN BE GRASS OR FILLED WITH 1. SEE DETAIL 3D- FOR FOUNDATION VARIABLES. RE] NFORCED CONCRETE AT M@ITO.C. PROVIDE I(P COMPRESSIBLE JOINT FILLER AND 2 SEE DETAIL 24- FOR PARKING LOT I NSTALLATIONS. POURED SEPARATELY. 3. SEE DETAIL 29- FOR PARKING GARAGE INSTALLATIONS. 3. KHA IS NOT RESPONSIBLE FOR THE DESIGN OF EOUIPMENT OR ANCHORAGE TO THE 4. CONTRACTOR TO ENSURE HOUSEKEEPING PAD DOES NOT EXTEND BEYOND THE FOUNDATION. ANCHORAGE SHALL BE PROVIDED BY THE EOUIPMENT 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 26 N.T.S. N.T.S. N.T.S. N.T.S. EVCS PAD FOUNDATIONS CONFIGURATION WIDTH THICKNESS RE3J R REBAR REBAR OTY. (W) (n LAYERS SIZE (PER LAYER) d 3.25 250r 2 #5 4 NOTES 1. FOUNDATION WAS DESIGNED IN ACCORDANCE WITH 2O18 INTERNATIONAL BUILDING CODE (IBC), ASCE 7-I6, AND ACI31&14. 2 PRE SUMPNVESCiLSWEREASSUMEDPER201BIBCTABLE180S2. 3. FOUNDATION SHALL BE INSTALLED ON COMPACTED SUSGRADE WITH BASE WITH IFT 4 MINIMUM DEPTH OF FREE DRAINING AGGREGATE FILL [UNLESS OTHERWISE SPECIFIED). VOLTA V4 ELECTRIC VEHICLE CHARGING STATION (EVCS) MAYBE ROTATED AS NEEDED ON PROPOSED FOUNDATION BLOCK 5. ALL EQUIPMENT ANCHORAGE MUST BE CAST -IN -PLACE ANCHORAGE SHALL BE INSTALLED PER MANUFACTURER SPECIFICATIONS tt 5 NOT USED 779 27 NOT USED scTcE 28 NOT USED sCALE 29 EVCS VARIABLE FOUNDATIONS TABLE 5O-A 30 c,EasxrKETlc OF RE W REeI 11 WALL (MODULAR BLOCK) 31 I NOT USED N.T.S 32 I NOT USED 33 I NOT USED Volta 155 DE HARD STREET SAN FRANCISCO, CA 94103 Kimley)0Horn New York 02023 KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK. P.C. 1 N LEXINGTON AVE SURE 5D5 WHIT PLAINS. NY 10601 PHONE: (914)468.9189 WAV✓.KIMLEY-HORN.COM 11111111111■-111, 111.--1111 11111111111.-- 111,1111111■-1111 _IIIIII■-111/ ISSUE DATE 09/25/2023 ISSUED FOR PERMIT tE Of Ne" DLO FqY 09 O W O ° 09006�t�' `�>£ss1D11H` os/u/�z� R L5 AVKS— OF u1Y FOR ANY PERSON. UNLEMOFALK EDPR FERTHE ORECTKNOFFNCDi3E 1F 0-11dU.1 EN4IEER. TOFLTER THIS DOCUMENT. SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 SHEETTITLE SITE DETAILS SHEETNUMBER C3-03 34 (4)A310 AWG+(1)"AWG GND IN 2-1(I CONDUIT LOCATION OF METER TO BE--^{{{ COORDINATED WITH UTILITY. PROPOSED46DVPOLE-MOUNTED UTIUTYTRANSFORMER EXTERIOR AREA FOR ELECTRICAL EQUIPMENT NEW FUSED NE RSERVICE RATE DISCONNECT D SWITCH II IiCHARGER AUAUAR POKER I POWER LEVCS 03 — — _ [ONDUn BECIpNO I ZUMUARYCHARGERPOWER I L-CS 02 _ Y AVJ-GEC TO WC XS COPPER CUD GROUND ROD (4) *310 AKG+ (1) 44 AW3 GND IN 2-1Z CONDOR T 4SOV-208Y/120V. 1. KVA TRPNSFORMER 2 SETS OF (4) #SO AWG+ (1) /e2 AM GND EACH IN 212- CONDUIT NEMA 3R RATED 40DA MCB 206Yn20V II I I I I II PDK''CR HM I I 1 LEV�BD� _ J L CON—SECTIONE F 11 C —1 F I I !`POWER I II APOWERY I I II cwwnBEcrlaN cr — I I I UAUAR I POK773R POWER I LEVCS01 PANEL NOTE CIRCUIT GENERAL NOTES 8REAKER LOCATIONS ARE SHOWN FOR GRAPHICAL 1, ALL ELECTRICAL WORK AND RELATED ACTIVITIES PERFORMED ON SITE SHALL BE DONE IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE (NEC) STANDARDS BEING ENFORCED BY ALL PURPOSES ONLY. SEE APPLICABLE JURISDICTIONAL REQUIREMENTS AT THE TIME OF CONSTRUCTION. PANEL SCHEDULE FOR SPECIFIC CIRCUIT NUMBER z ANY PAVEMENT DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR TO PRE -CONSTRUCTION CONIAT10NS OR BETTER. AND LOCATION ON PANEL. 3. CONTRACTOR SHALL USE THWN COPPER CONDUCTORS. 4. CONTRACTORSHALLUSEEMTINSIDEANDOIfiSIDE ABOVE GRADE WHERE NOT SUBJECTTO DAMAGE CONTRACTOR SHALL USE FIGS INSIDE AND OUTSIDE ABOVE GRADE WHERE SUBJECT TO DAMAGE CONTRACTOR SHALL USE PVC SCHEDULE 80 UNDER PAVED OR SIDEWALK AREAS AND PVC SCHEDULE 401N DIRT OR LANDSCAPED AREAS. 5. SEE SHEETS CI-00 AND C2400 FOR CONDUIT STUB UP LOCATIONS. 6. CONTRACTOR TO LOCATE JUNCTION BOX LINE 13OX(US), OR APPROVED ALTERNATIVE FOR SITE SPECIFIC RUN LENGTHS AND BENDS. AUXILIARY CHARGER PoY.ER POW r]T CCNOURBECTCN I � G CHARGER AUXIUAR I POWETI Po\LER I enNScne2 Pr�aeE F1M Vi Isetm eE E11av EILclretl Mea NVds 109Yf120V Ftuze.9 V.4e_4 MVO. W 4WAlC8 Man AC Yk Eraree AIC:454 EN:1. NEL'AI .OR MTG. Hh i00 Fame, fiuN Bar.lec Lwa.P��w— OesapmWLPaU5ave0 _ &ems Prtp__ Pde - __ A - A"..e _— B - C -- hPNse .- Blealx Oezc �qm cr LP 1SaveN SPACE 1 J S 48.0 Se H%e] 80 2 CHARGpOSTATONEVCSW CHARGING STATOR EKS% a2 Sea NOte] 4S0 MD a00 1 G W G STATOx fYC502 CHARGING STATION EVCS W 80 2 See N¢L] 40a r B SPACE CHARGING STATION ENLS% 20 t See N04] 400 80 0 11 1 12 I 12 400 1 1 48.0 ye NMe]�?. m 2 GHARGWO STATION ELLS 01 SPACE CHARGING STATOR EYCS W N See N¢tr ] - SO 1] 13' it 16 I0.0 400 See Note]li SO 2 CHARGING STATION EVCS08 CHARGING STATION EVCSm SO 2 See Nob] Ma isYa 480 Bee NWe ]I'I 60 2 CHARGING STATION EVLSW � Ano. EVCSm 20 1IBee xete] TI 71 8a Bee NMe r ION EVCBd CHN,GINO STATOR ELCSW 60 2 See NPrcl Na 4Ba D 73 24 20 SO Se¢N¢1e ]20 t CHARGING STATION EVC408 SPACE CHARGING STATION EKS% M t Se¢NehJ SO ZT 20 1 SPACE SPACE A 30 D 8 See NIXe J! N t CHARGINGSTATIONEVLSW Otl1AlRuze 440 1f4A 150.0 dd.0 15JU tTaal At?use Na[es'. t. Cm .b4 NVA pxNI 02A z Ovnatl KVA (NeAI 1224 J. see D�rwelz F�nc1>sc 4RA L2Con4NQw VOItA1e Orpp TaNe Per CNarpieXStaUcn e115FT 1TiFT-IJOFT ZXIFT-ISiFT 2SSR-225FT 40GF1-iCET R 65Fi GFk O -" (2).1—G♦ (2)A\VG+ (2)13A4+ (Z)4AVG. (2)QAWG+ QIIAVJG+ (2)kMAWG+ (2)AI/DAWG• (2)WUOAWG+ (21tl31DAWG♦ /Tal'YYuJ' (2)93A I)Atl63AZVA.GKGGN+D (2)GAN (2)NIOAWGw 12)IO p).A15G♦ 1 1BAVG (2)16AWG+ AWG+ (2)IN A1 II( IIBGND 1)a4AWGGND 1IT-3 1WA 11tl3A\GGND)¢AWGN tl2A1GG40 11eIAWGND N+ -1WGGO VOLTAGE DAOPTAME NOTES L CONTRACTOR SHALL BE RESPONSIBLE FOR M-INTINGCONDUCTORS WHEN 4OR MNRECURAENT CARRTNG CONDL'CTORSARE CARVED IN THE SAMECON WIT PER THE NEC. 2. TIE D15TANCES IN THIS TABIEARE TOTALDISTANO3. NOT NOAIZON—De TANG S. INEIUDE VERTCALRUNS ANDJMMON BOX COIL LENGTH IN THETOTALCONDUCTOR DISTANCE 3 KMEN A'ORETHANI ONE CHARCINGSTATION OACUTCONDL ORSARE IN ACONDUIT, ISEONLT ONESHARED EQ,A11CMR GROUND CONCLCTOR 4 VMENIN5TAWN4 1 WGOR IARGUICONDUCTORS FROMTHE POWDL SOURCE TO EVCB INCLUDEFJULTICONDLICTORTAPS IN THE CLOSEST JUNCTION BOX PAIORTO DNTRING THE EV3 OR IN THE ING IISElr SOTHATe AK'GCANDLMr CANDETER¢NATEDIN THEEVES. Conduit Schedule Conduit Section Conduit # Conduit Size Conductors Installation Method A 1 2" (See Voltage Drop Table) Trend, B 1 2" I (See Voltage Drop Table) Trends C 1 2" (See Voltage Drop Table) Trench D 1 2" (See Voltage Drop Table) Trend, 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) Trend, H 1 2" (See Voltage Drop Table) Trench volia 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 LEXINGTON AVE SUITE SO5 WHITE PLAINS. NY 10601 PHONE: (9t4J-36&9199 VMW..KIMLEY-HORN.COM REV DATE DESCRIPTION BY I 0810Y2022 CD100s PEP 2 OM02022 CD100S GJB 3 OU112023 CDION ESF 4 09252023 CDIDDS KA ISSUE DATE F-o9/25/2023 ISSUED FOR PERMIT EOF NE A,�094010 ?V -rU�c55K1NP n18 A VIOLATION OFu4YFOR ANY PERSON, UNLESS TiEYARE ACTING UNDER THE OFECTION OFA UCFNSED PROFESSIONAL QW1'IEER. TOALTR IRIS BO..— SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 SHEETTITLE ELECTRICAL ONE LINE DIAGRAM & PANEL SCHEDULE SHEET NUMBER E1-00 NOTES 1. A NATIONALLY RECOGNIZED TESTING LABORATORY SHALL LIST ALL EQUIPMENT IN COMPUANCE WITH ART110.3. 2. ALL EXTERIOR EQUIPMENT STALL BE RAIN TIGHT AND APPROVED FOR USE IN WET CONDITIONS, 3. ALLCONDUCTORS SHALL BE PROVIDED WITH STRAIN RELIEF UPON ENTRY INTO ENCLOSURES. 4, EACH UNGROUNDED CONDUCTOR SHALL BE IDENTIFIED BY PHASE AND SYSTEM PER ART 210.5 5. ALL METALLIC COMPONENTS SHALL BEGROUNDED NA EQUIPMENT GROUNDING CONDUCTORS. 6. CHARGING UNITS ARE ECUIPPEDWMTH AN INTEGRATED CONTACTORTO PREVENT BACK FEEDING OF POV.ER TO THE SOURCE T. CONTRACTOR TO FIELD VERIFY MAIN FEED BREAKER SUPPORTING DISTRIBUTION PANEL IS APPROPRIATELY SIZEDTO SUPPORT THE LOAD. CONTRACTOR SHALL CONTACT THE ENGINEERING TEAM IMMEDIATELY IF BREAKER IS FOUNDTO BE INSUFFICIENT. ABBREVIATIONS A AMPERE AC ALTERNATING CURRENT AL ALUMINUM ART ARTICLE AM AUXILIARY BLDG BUILDING STRUCTURE CONC CONCRETE CU COPPER DC DIRECT CURRENT EGC EQUIPMENT GROUNDING CONDUCTOR (E) EXISTING EMT ELECTRIC METALLIC TUBING EV ELECTRIC VEHICLE EVSE ELECTRIC VEHICLE SUPPLY EQUIPMENT GALV GALVANIZED GND GROUND HOG HOT DIPPED GALVANIZED I CURRENT KVA KILOVOLT AMPERE KW KILOWATT M METER MAX MAXIMUM MIN MINIMUM N NEUTRAL NEC NATIONALELECTRICCODE MS NOT TO SCALE (N) NEW OC ON CENTER PL PROPERTY LINE PVC PO LYVINYLCHLORIOE RMC RIGID METALLIC CONDUIT SCH SCHEDULE SS STAINLESS STEEL TYP TYPICAL V VOLT W XFMR WATT TRANSFORMER 48"REMOVAL (12-0 EACH SIDE OF TRENCH) EXISTING SURFACE 24'TI I SOD: rv�5 POKER CONDUIT GENERAL CONTRACTORS TO REPLACE EXISTING TOP SOIL SURFACING MATERIAL TO MATCH EXISTING CAUTIONARYTAPE COMPACTED BACKFILL WITH SATISFACTORY NATIVE OR IMPORTED SOILTO95%PROCTOR UNDISTURBED SOIL COMPACTED SAND BED (SEE NOTE 1) NOTES 1. LEAN CONCRETE RED -COLORED TOP, MAYBE USED IN PLACE OF COMPACTED SAND. 2. BURY CONDUITS 36' MINI MUM BELOW FINISHED GRADE 3. ALLPVCSWEEPSTOBEAMINIMUM36`SJIEEPS. 4. CONDUIT SIZES PER CONDUIT SCHEDULE NOTE' EXACT CONDUIT DIAMETERS MAY VARY UPON INSTALLATION. REFERENCE CONDUT SZE PER THE CON DUIT SCHEDULE POWER TRENCH 1 2 1 BORE SECTION 3 1 NOT USED 4 I EXPOSED�p EXISTING UNDISTURBED ELECTRICAL NOTES. \ 1. ALL CCORD NCE WORK ZONALND ELECT IC COD ES (NEC)STANDARDS ON -BITE EING ENFL BE ORCED BY A \\1 ACCORDANCE WITH NATIONAL ELECTRIC CODE EC) STANDARDS BEING ENFORCED BY ALL APPLICAHLE_NRISDICTIONAL REOVIREMEMS AT THETIME OF CONSTRUCTION. 2. UTILITY EQUIPMENT INSTALLATIONS AND PREP WORK SHALL BECOORDINATED WITH THE APPROPRIATE UTIUTY ENGINEER AT TIME OF PRECONSTRUCTION MEETING TO ENSURE PVC CONDUIT ACCURACY OF INSTALLATIONS. NOTE: FOR POWER n 3. CON UrT PATDETERMINED N SITERE BASED ATIVE FIEDONDITIONCT CONDUIT PLACEMENT TO BE 1.EXACTCONDUIT DIAMETERS MAY VARY UPON INSTALLATION. REFERENCECONDUR SIZE PER DETERMINED ON SITEBASED T FIELDCONDITIONS.VERIFY DNS. 4. PRIORTODRIWNDT TTRACTORSHMSEDMNTCACKNESSOFEXISTING CONCRETE WALL THE CONDUIT ONTRACTO SHALL z IS AT LEAST 9"AND THAT 6'ANCHOR EMBEDMENT CAN BE PRONGED. 2 COMPLETION. SHALL ENSURE THAT BORE PIT IS BACK FILLED P32 APPROVED METHOD UPON c COMPLETION. SCALE SCALE SCALE z ELECTRICAL NOTES & ABBREVIATIONS 1 NOT USED N.r.s. 5 NOT USED N.T.S. 6 BORE PIT N.T.S. 7 O JUNCTION BOX SHALL BE POLYMER LID SHALL BE CONCRETE CONSTRUCTION TIER 15 RATED C o = --� I NON-SkIdSURFACE .FCLA NCRETE-I— EIEC 55 A3 0 C A A A IFT RING OR SLOT TOP VIEW COVER DETAIL NOT USED NOT USED CONCRETECOLLAR CLASS- -II B II•== IXGRADE >a\'\ GROUNDNG ELECTRODE OPEN 3" BOTTOM COMPACTED SOIL - y AROUNDSDESOFBOX ' - #68,#T8,#8 AGGREGATE PLACED UNDER ENTIRE BOTTOM OF BOX SECTION VIEW NON -TRAFFIC RATED JUNCTION BOX NOT USED Volta 155 DE HARD STREET SAN FRANCISCO• CA 94103 im ey>>> Hor 02023 KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK. P.0 1 N LEXINGTON AVE SURE 505 WHITE PLAINS. NY IM01 PHONE : (914)�BM199 W^AW.KIMLEY-HORN.COM REV DATE DESCRIPTION BY 1 GW32022 CD100s PEP 2 G8/3 22 CDIM. Gm 3 05212023 CDIWs ESF 4 09252023 CDIW0 K.A ISSUE DATE 09/25/2023 ISSUED FOR PERMIT S�OF HE m{ m2 N� 09i810 �E�Na R BNUS TITEYIREUITNG 0�T4E DRECTKN OFA MMSED PROFESAOUAL MQNEER,TOAITER T11S DOdI#EM, SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 SHEETTITLE ELECTRICAL NOTES & DETAILS SHEETNUMBER E2-00