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2024-0079 Volta Charging Station #4Volta 0?01)q - Q07q � (-kq o.2 ,�) A A S "Liii`iG GFFiOE SIX FLAGS THE GREAT ESCAPE PHASE 1 ITEM I TASK 1 CONTACT 611 UTIU Y PRIOR TO EXCAVATION WORK 2 NOTIFY VOLTA&MMLEY-HORN OF ANY DISCREPANCIESW PLANS OR POTENTIAL CONFLICTS, 3 VERIFY ALL FIELD CONDITIONS PRIOR TO START OF CONSTRUCTION IN ACCORDANCE WITH THESE PLANS. 4 INSTALL WORK AREA PROTECTION MEASURES. 5 FIELDLOCATEEXISTINGUTILITIESANDCROSSINGS&VERIFYNOCONFUCTSWIPROPOSEDINFRASTRUCTUI 6 FIELD VERIFY ALL STALL DIMENSIONS AND EQUIPMENT LOCATIONS. 7 CONFIRM ALL ADA AND LOCAL REQUIREMENTS ARE MET. 6 ESTABLISH TEMPORARY CONSTRUCTION ACCESS(ES). 9 IMPLEMENT AND MAINTAIN EPSC CONTROL MEASURES PER LOCAL REQUIREMENTS, 10 LOCATE VERTICAL AND HORIZONTAL UTI LITIES PRIOR TO BORING. 11 PROVIDE PROPOSED LIMITS OF ASPHALT OVERLAY SKETCH TO KIM1ILEY-HORN & VOLTA OF NEEDED). 12 SEED& STABILIZE ALL DISTURBED AREAS AFTER FINAL GRADING, CONTRACTOR VERIFICATION CHECKLIST �r c C SITE \\ Hcach 9 $ T.l 9 GLENS I IA S NORTH LOCATION MAP 1172 U.S.9 QUEENSBURY, NY 12804 TOWN OF QUEENSBURY TAX ID: 295.8-1-3 THESE DRAWNGS WERE PRODUCED WITHOUT THE BENEFIT OF A CURRENT LAND SURVEYOR TITLE DOCUMENTSRITLE COMMITMENT. ALL PROPERTY LINES, EASEMENTS, SETBACKS, EXISTING INFRASTRUCTURE AND TITLE DOCUMENTS SHALL BE VERIFIED PRIOR TO START OF CONSTRUCTION. KIMLEY-HORN AND VOLTA DO NOT GUARANTEE THE ACCURACY OF SAID PROPERTY LINES, EASEMENTS, SETBACKS, OR EXISTING INFRASTRUCTURE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL FIELD CONDITIONS AND IS TO ALERT THE ENGINEER AND VOLTA OF ANY DISCREPANCIES PRIOR TO STARTING CONSTRUCTION. CONTRACTOR TO COORDINATE WITH VOLTA PM FOR ALL FINAL PLACEMENTS OF INFRASTRUCTURE SURVEY LIABILITY STATEMENT ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE VATH THE CURRENT EDITIONS OF THE BUILDINGI DWELLING, STRUCTURAL, PLUMBING, MECHANICAL, ELECTRICAL, AND FIRELIFE SAFETY CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES NOTHING IN THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THE LOCAL GOVERNING AUTHORITIES CODES. VOLTA PROPOSES: • 6 ELECTRIC VEHICLE(EV) CHARGING STATION FIXTURES TO BE LOCATED IN PROPOSED STRIPED ISLAND AREAS AND EXISTING LANDSCAPED ISLANDS THAT ARE ADJACENT TO ON -SITE PARING SPACES AND PART OF AN EXISTING SIX FLAGS AT THE PROPERTY. THE EV FIXTURES ARE CUSTOMARY ACCESSORY AND INCIDENTAL TO THE EXISTING COMMERCIAL USE AND SOLELY FOR THE BENEFIT OF CUSTOMERS VISITING THE STORE THE FIXTURES ARE LOCATED TO PROVIDE PRIORITY PARKING 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. CODE BLOCK I PROJECT DESCRIPTION I �SITE, O 'r VICINITY MAP SCALE N.T.S. v/ U J APPLICANT: PROGRAM MANAGER: MLK? EY-HORN ENGINEERING AN O KIMLEY-RN LANDSCAPE AACHITECTU RE OFNEWYORK.P.C. LANDSCAPE ARCHITECTURE OF NEW YORK P.C. 1 N LEXINGTON AVE. SUITE 505 CONTACT: RYAN GRAM, RE WHITE PLAINS, W 10WI PHONE: (615) 56a2665 CONTACT DEAN APOSTOLERIS EMAIL RYAN.GRAMQKIMLEY-HORNCOM PHONE (914) 3 9199 EMAIL DEANAPOSrOLERISQIOM1ILEY-HORN.COM CIVIL ENGINE ER: VOLTA REPRESENTATIVE: MLEY-HKORN Nc>�ERING AND VOLT. LANDSCAPE ARCHITECTURE OF NEW YORK P.G. 1550E HMO SrREET CONTACT: DANIEL LOFRISCO, P.E. SAN FRANCISCO, CA 94103 PHONE: (973)420-018 CONTACT RICHARDSCHNIPKE EMAIL: DAN.LOFRISCOQKIMLEY-HORN.COM PHONE (740)%3 1342 EMAIL. RICHARD.SCHNIPKEQVOLTACHARGING.COM ELECTRICAL ENGINEER: MLEY-HORN EN' NEE NG AN SITE PARTNER- LANDSCAPE ARCHITECTURE OF NEW YORK P.C. SIXFLAG�NMENT CORPORATION CONTACT JEFFERY S.LLEE, RE 1172 U.S.9 PHONE OUEENSBURY. NY 12806 JEFF213-8635 EMAIL: JEFFERV.SALLEEf3"MMLEY-HORN.COM CONTACTJOE MARTINEZ PHONE (519)-6632197 EMAIL' JVMARTINEZQSFTP.COM PROJECT TEAM SHEET NUMBER I SHEETTITLE C0-00 COVER SHEET C0.01 GENERAL NOTES COA2 VOLTA STATION OVERVIEW CO-03 STAMPED SURVEY (FROM OTHERS) C1-00 MASTER SITE PLAN C14)1 OVERALL SITE PLAN C2-00 ENLARGED SITE PLAN EVCS Dt-04 C2-01 ENLARGED SITE PLAN EVCS 05-08 C3 X; SITE DETAILS C3-01 SITE DETAILS C3.02 SITE DETAILS C3 3 SUE DETAILS E1-00 ELECTRICAL ONE LINE DIAGRAM & PANEL SCHEDULE E2-00 ELECTRICAL NOTES& DETAILS SHEETINDEX �n now CALL bef BELOW. O �'i/aLl. before you dig. Q CALL AT LEAST TWO WORKING DAYS BEFORE YOU DIG DIG ALERT CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING LOCATIONS CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME CALL BEFORE YOU DIG Volta 155 DE HARD STREET SAN FRANCISCO, CA 94103 Kimley>O Horn New York O 2023 KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK P.C. 1 N LEANGTON AVE SURE 505 WARE PLAINS. NY 10931 PHONE: (914)J66&9199 W W KIMLEY-HORN.COM REV DATE DESCRIPTION BY 1 G9103'2022 CD1D0s PEP 2 06T302022 CD1W0 GJB 3 OBTJ12023 CD1W, ESF 4 092= CD10Is K.1 ISSUE DATE 09/25/2023 ISSUED FOR PERMIT SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 SHEETTITLE COVER SHEET SHEET NUMBER CO-00 GENERAL NOTES: 1. VOLTAWILLPROVIDE AN INSTALLATION GUIDE AND OTHER SUPPORTING DOCUMENTS ATTIME OF CONSTRUCTION. 2. ALL EXISTING CONDITIONS SHOWN ARE APPROXIMATE EXISTING UTILffY LOCATIONS AND CROSSINGS ARE TO BE LOCATED IN THE FIELD. CONTRACTOR IS TO CONTACT M UTIUTY PRIOR TO BEGINNING ANY EXCAVATION WORK 3. ALL PAVEMENT, LANDSCAPING, UTILITIES, AND OWNER PROPERTY THAT IS DAMAGED OR AFFECTED BY CONSTRUCTION SHALL BE RETURNED TO EXISTING CONDITIONS OR BETTER AT THE CONTRACTORS EXPENSE 4. PROPOSED PAVEMENT STRIPING SHALL UNEUPV&TH COSTING STRIPING VMEREVER POSSIBLE ADDITIONAL PAVEMENT STRIPE IS NOT NECESSARILY PARALLELTO THE CONSTRUCTED CHARGING ISLAND. S. THISACCESSIBILTIY 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 NTH THE AMERICANS WITH DISABILITIES ACT OF 1990, REVISED 3H0 ADA REGULATIONS AND STANDARDS. THE AMERICANS WITH DISABILITIES ACT OF 19M IS A FEDERAL CIVIL RIGHTS LAW, THERE IS NO FEDERAL REVIEW PROCESS TO ENSURE FULL COMPLIANCE WITH THE GUIDELINES, EXCEPT THROUGH THE FEDERAL COURT SYSTEM THE DEPICTIONS, NOTES, AND RECOMMENDATIONS, EXPRESSED ON THIS PLAN ARE BASED ON PROFESSIONAL JUDO EMENT GAINED FROM PAST EXPERIENCE VATH ACCESSIBILITY LAWS. CODES, AND STANDARDS AND THE WORKING NT INVOLVEMETO 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 RAN AND PROPOSING RECOMMENDATIONS, THAT ALL POSSIBLE BARRIERSTO ALL PEOPLE HAVE BEEN IDENTIFIED. 6. CONTRACTOR SHALL ACHI EVE A MINIMUM OF I% BUT NO MORE THAN A Z%SLOPE IN ANY DIRECTION WITHIN ADJACENTACCESSIBLE 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 AND WITHOUT THE BENEFIT OF SURVEY DATA ALL ADA AND LOCAL REGUIREMENTS INCLUDING BUT NOT UMITED TO SLOPE AND SPACING SHALL BECONFIRMED BY THE CONTRACTOR MO MET AT THETIME OF CONSTRUCTION 8. CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES IN ACCESSIBILITY PRIOR TO CONSTRUCTION B. UNDER NO CIRCUMSTANCE ISTHE CONTRACTOR TO DISRUPT ANY OPERATIONS AT THE SITE HOST LOCATION, INCLUDING BUT NOT LIMITED TO CUSTOMER DISRUPTION, UTILITIES, AND INFRASTRUCTURE 10. CONTRACTOR9ALLBERESPONSBLETOPROTECFVARKMEASWTHMNESANDNRBMRICADESAT ALL TIMES EROSION CONTROL & GRADING NOTES: 1. ADDITIONAL EROSION CONTROL DEWCESTO BE USED AS REQUIRED BY LOCAL INSPECTOR 2. DISTURBED AREAS LEFT IDLE FOR FIVE DAYS, AND NOT TO FINAL GRADE WILLBEESTABLISHED TO TEMPORARY VEGETATION MULCH, TEMPORARY VEGETATION OR PERMANENT VEGETATION SHALL BE COMPLETED MALL EXPOSED AREAS WITHIN 14 DAYS AFTER DISTURBANCE ALL AREAS TO FINAL GRADE WILL BE ESTABUSHED TO PERMANENT VEGETATION UPON COMPLETION. 3. WHEN HAND PLANTING. MULCH (HAY OR STRAW] SHOULD BE UNIFORMLY SPREAD OVER SEEDED AREA WITH N 24 HOURS OF SEEDING. IF UNMLETO ACCOMPLISH, MULCH SHALL BE USED AS A TEMPORARY COVER CONCENTRATED FLOW AREAS AND ALL SLOPES STEEPER THAN 2.5.1 AND VATH A HEIGHT OFTEN FEET OR GREATER (DOES NOT APPLY TO RE TAIM MG WALLS). AND CUTS AND FILLS WITHIN BUFFERS, SHALL BE STABILIZED WITH THE APPROPRIATE EROSION CONTROL MATTING OR BLANKETS. 4. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO. OR CONCURRENT W4TH, LM0.DISTURSING ACTIVITIES 5. EROSION CONTROL MEASURESWILLBEMAINTAINEDATALLRMES. 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 OTHERWISENOTM ASPARTOFTHISCONTRACT. 7. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING WWTIES BEFORE COMMENCING WORK AND AGREES TO BE RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT RESULT FROM THE CONTRACTORS FAILURETO EXACTLY LOCATE AND PRESERVE ANY UNDERGROUND UTILITIES TO REMAIN THE CONTRACTOR ISTO NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES IWDIOR CONFLICTS VATH EXISTING OR PROPOSED UTILITIES PRIOR TO PROCEEDING. 6. STOCKPI LED TOPSOIL OR FILL MATERIAL IS TO BE TREATED SO THE SEDIMENT RUN-OFF WU-NOT CONTAMINATESURROUNDING AREAS OR ENTER NEARBY STREAMS STOCKFILELOCATIONSSHALLEE COORDINATED WITH THE ENGINEER PRIORTO GRADING ACTIVITIES EROSION& SEDIMENT CONTROL PRACTICE SHALL BE INSTALLED PRIOR TO STOCKPILE OPERATIONS. 9. CONSTRUCT SILT BARRIERS BEFORE BEGINNING GRADING OPERATIONS 10. MULCH AND SEED ALL DISTURBED AREAS AS SOON AS POSSIBLE AFTER FINAL GRADING IS COMPLETED (WITHIN 15 DAYS OF ACHIEVED FINAL GRADES/ UNLESS OTHERWISE INDICATED. CONTRACTOR SHALL TAKE WMATEVER NSMS NECESSARYTO ESTABUSH PERMANENT SOIL STABILIZATION. STEEP SLOPES (GREATER THAN 3:1) SHALL BE STABILIZED WITHIN 7 DAYS OF FINALGRADING. 11. PROVIDETEMPORARY CONSTRUCTION ACCESS(ES)ATTHE POINT(S) WHERE CONSTRUCTION VEHICLES EXTT THE CONSTRUCTION AREA MAINTAIN PUBLIC ROADWAYS FREE OF TRACKED MLA AND DIRT. 12 DO NOT DISTURB VEGETATION OR REMOVE TREES EXCEPT WHEN NECESSARY FOR GRADING PURPOSES. 13. SEQUENCE OF CONSTRUCTION INCLUDED ABOVE IB A GENERAL OVERVIEW, AND IS INTENDED TO CONVEY THE GENERAL CONCEPTS OF THE EROSION CONTROL DESIGN. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETAILED PHASING AND CONSTRUCTION SEQUENCING NEICESSMY 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 NTH THE MJ REQUIREMENTS. ADA COMPLIANCE- 1. CURET RPM PS ALONG PUBUC STREETS AND IN THE PUBUC RIGHTAF-WAY SHALL BE CONSTRUCTED BASED ON THE CITY STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS 2. PRIVATE CURB RAMPS ON THESITE ILL. OUTSIDE PUBLIC STREET RIGHT-OF-WAY) SHALL CONFORM TO ADA STANDARDS AND SHALL HAVE A DETECTABLE WARNING SURFACE THAT IS FULL WIDTH AND FULL DEPTH OF THECURS RAMP, NOT INCLUDING FLARES 3. ALL ACCESSIBLE ROUTES. GENERAL SITE AND BUILDING ELEMENTS. RAMPS. CURB RAMPS, STRIPING, AND PAVEMENTMARKINGS 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 ACCESSIBLEROUTES. IN NO CASE SHALL AN ACCESSIBLE RAMP SLOPE EXCEED 1 VERTICAL TO 12 HORIZONTAL IN NO CASE SHALL SIDEWALK CROSS SLOPE EXCEED 2.0 PERCEW. IN NO CASE SHALL LONGITUDINAL SIDEWALKSLOPE EXCEED5.0PERCENT. ACCESSIBLE PARKING SPACES MD ACCESS AISLES SHALL NOT EXCEED 2.0 PERCENT SLOPE IN MY DIRECTION- 5. CONTRACTOR SHALL TAKE FIELD SLOPE MEASUREMENTS ON FINISHED SUBGRADE AND FORM BOARDS PRIOR TO PLACING PAVEMENT TO VERIFY THAT ADA SLOPE REQUIREMENTS ARE PROVIDED. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PAVING IF ANY EXCESSIVE SLOPES ARE ENCOUNTERED. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR ADA SLOPE COMPLIANCE ISSUES. SITE NOTES: 1. HORIZONTAL DIRECTIONAL DRIWNG(HDD) OR OTHER TRENCHLESS METHODS AS APPROVED BY SITE HOST ARE THE PREFERRED METHODTO INSTALL CONDUIT BENEATH EXISTING PARKING LOTS AND PAVED AREAS I.I. CONDUIT SHALL BE INSTALLED AT A MINIMUM DEPTH OFTWO AND ONE-HALF FEET (2.5) OR BELOW THE FREEZE UNE MM ICHEVER IS DEEPER CONDLRT WPEAND DESIGN TO BE SPMFIED BY EV CHARGING STATION VENDOR AND MEET ALL LOCAL REQUIREMENTS. CONDUIT DIAMETER SHALL BE NO LARGER THAN TVA (2) INCHES 1.2. THERECEIVING PIT SHALL BE LOCATED AS CLOSE AS REASONABLY POSSIBLE TO THE PROPOSED WALLPENETRATIONTO LIMIT THE LENGTH OF BUIUNNGW OUNTED CONDUIT. LOCATE RECEIVING PIT W7TMN 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 DELIVERY TRAFFIC. SEE SUPPLEMENTAL DOCUMENTS, RECEIVING AREA DIAGRAM. 1.3. THE RECEIVING PIT SIZE SHALL BE LIMITED TO THREE FEET M BY THREE FEET M AND SHALL NOT UNDERM 114E THE BUILDING FOUNDATION, ENCLOSURES OR CONCRETE UNLOADING PAD. 1.4. BACKFILL EXCAVATIONS AND REPAIR PAVEMENT PER SPECIFICATIONS BELOW. 1.5. WHERE CONCRETE PAVEMENT. SIDEWALK ASPHALT PAVEMENT, CURSING, OR CURBING GUTTER IS REMOVED.THENDTHOf THE REMOVAL SHALL EXCEED THE ACTUAL WIDTH AT THETOP OF THE TRENCH BY TWELVE INCHES (17) ON EACH SIDE OF THE TRENCH, OR A TOTAL OF TWO FEET M WIDER THAN THE TRENCH. 1.8 TRENCHING THROUGH THE CONCRETE RECEIVING PAD AT THE REAR OF THE STORE ORTHE DRIVE-T HRU SLAB IS NOT ALLOWED. ONLY TRENCHING THROUGH MINOR CONCRETE INSTALLATIONS SUCH AS SIDEWALKS WILLBE PERMITTED. 1.7. EXCAVATE TRENCHES TO A DEPTH FOUR INCHES (4) DEEPER THAN BOTTOM OF FINISHED PIPE ELEVATION. 1.8. THE BOTTOM WDTH OF THE TRENCH SHALL BE AS REQUIRED TO PERMIT CONDUIT TO BE PROPERLY LAIN AND BACKFILL TO BE PLACED AND PROPERLY COMPACTED. 1.9. REMOVED PAVEMENT, CONCRETE AND EXCAVATED MATERIALS UNSUITABLE FOR USE AS BACKFILL SHALLBE DISMSM CFFSITE 1.10. BEDDING AND BACKFILL MAYBE MATERIAL EXCAVATED FROM THE TRENCH PROVIDED THAT IT IS FREE FROM DEBRIS AND ROCKS LARGER THAN ONE AND ONE-HALF INCHES (1-Im. 1.11. OVER THE PIPE IN LAYERS NOT EXCEEDING FOUR INCHES (4), PLACE AND COMPACT SUITABLE FILL MATERIAL TO NINETY-RVE PERCENT (95%) DRY DENSITY AS DETERMINED BY ASTM D658. 1.12. COMPACTING EQUIPMENT SHALL BE OF SUCH DESIGN, WEIGHT. AND QUALITY AS IS REQUIRED TO OBTAIN THE DENSITIES SPECIFIED HEREIN OR INDICATED ON THE DESIGN DRAVIANGS AREAS INACCESSIBLETO SELF-PROPELLED COMPACTING EQUIPMENT SHALL BE COMPACTED OR CONSOUDATED BY HAND -OPERATED MECHANICAL TMIPERS OR VIBRATORS. 1.13. RESTORE GRASS, LANDSCAPING, IRRIGATION AND ALL FEATURES TO THEIR PRECONSTRUCRON CONDITION 2. ANY UTILITIES, PAVEMENT. IRRIGATION, LANDSCAPING OR OTHER SITE FEATURES DAMAGED DURING CONSTRUCTION SHALL SE REPAIRED BY EV CHARGING STATION VENDOR TO SITE HOST SPECIFICATION 2_1. WMERELANDSCAPNG IS IMPACTED, IT IS THE RESPONSIBILITY OF EV CHARGING STATION VENDOR TO REPOSITION OR PROVIDE NEW LANDSCAPING WITHIN THE SITE HOST PROPERTY TO ENSURE COMPLIANCE WITH ANY CODE REQUIREMENTS. 22 WHEREPARKINO LOT, SIDEWALK OR OTHER PAVED AREAS ME IMPACTED OR DAMAGED, IT IS THE RESPONSIBILITY OF THE EV CHARGING STATION VENDOR TO REPAIR THE AREA TO LIKE NEW CONDITION, REPAIR SHOULD EXTEND BEYOND DAMAGED AREA TO NEAREST CLEM BREAKTHAT ALIGNS WITH ARCHITECTURAL BREAKS, MATERIAL JOINTS, PAVEMENT MARKINGS, ETC. & WHEREAPPLICMLEUTIUTY SERVICE PROVIDER TO USE SITE HOST APPROVED ROE (RIGHT OF ENTRY) AGREEMENT. SITE HOST PROGRAM MANAGER WILL PROVIDE TEMPLATE MEN NECESSARY. 4. ASPHALTPAVENENT REMOVAL AND REPLACEMENT 4.1. SAWCUT THE PAVEMENT TO NEAT, STRAIGHT LINES TO THE FULL DEPTH OF THE PAVEMENT. PAVEMENT REMOVAL SHALL EXTEND A MINIMUM OF TWELVE INCHES (12) BEYOND THE EDGES OF THE REMOVAL AREA ANY OTHER PAVEMENT AREAS DAMAGED DURING REMOVAL SHALL ALSO BE REPAIRED OR REPLACED AS NECESSARY 42 REMOVETHE PAVEMENT WITHOUT DAMAGING THE PAVEMENTTHAT ISTO REMAIN IN -PLACE 4.& IF BASE REPLACEMENT IS REQUIRED, COMPACTTHEIN-SITU SOILSTO MNETY-FIVEPERCENT(95%) ASTM D698 AND PLUS OR MINUS TWO PERCENT (2%) OF OPTIMUM MOISTURE CONTENT. REMOVE AND REPLACE ANY UNSUITABLE INSITU COILS. 4.4. PLACE AND COMPACT BASE MATERIAL TO NINETY-FIVE PERCENT (ES%)OF ASTM D698. 4.5. APPLY PRIME COAT TO AGGREGATE BASE IN COMPLIANCE WITH THE DOT SPECS. PRIME COAT SHALL NOT BE APPLIED MORE THAN MIENN-FOUR (241 HOURS BEFORE ASPHALT PAVEM ENT IS PLACED. APPLICATION RATE TO BE PER THE DOT SPEC. 4.6. CLEAN AND APPLY TACK COAT TO THE ENDS OF CURBS, EDGES OF CONCRETE SURFACES, EDGES OF MANHOLES AND INLETS AND EDGES OF SAW CUT PAVEMENT THAT WILL REMAIN IN -PLACE 4.7. RACE AND COMPACT HOTWIX ASPHALT. HOT -MIX ASPHALT THICKNESS SHALL BE THEGREATER OF THE IN -PLACE ASPHALT ORTHREE AND ONE-HALF INCHES (3.5). ASPHALT MIX DESIGN SHALL BE BY THECONTRACTOR 4.& PLANT MIXED ASPHALT BASEGINDER COURSE PROVIDE ONE COURSE LAIDTO A MINIMUM COMPACTED THICKNESS OF TWO INCHES (27. 4.9. PLANTMIXED ASPHALT SURFACE COURSE PROVIDE ONE COURSE LAID TO A MINIMUM COMPACTED THICKNESS OF ONE AND ONE-HALF INCHES (14M. 4.10. FOR SMALLER JOBS, IT MAY NOT BE FEASIBLE TO INSTALL SI MER AND SURFACE COURSES, IN VJI-IICH CASE SURFACE COURSE PACED AND COMPACTED IN TWO LIFTS, WILL BE ACCEPTED, 4M. IF PLACING HOT MIX ASPHALT WITH A SHOVEL BEGIN PLACING HMA AGAINST THE EDGES OF THE PATCH AND WORKING INWARD. HMA SHOULD NOT BE PLACED IN THE CENTER OF THE PATCH AND RAKEDTOWARDS THE EDGES. 4.12. THE FIRST PASS OF THE ROLLER OR COMPACTION EQUIPMENT SHOULD BE ALONG THE EDGES OF THE PATCH TO PROPERLY FORM THE JOINT. THE ROLLER VMEEL OR COMPACTION EOU PMENT SHOULD OVERHANG THE EXISTING PAVEMENT ONTO THE PATCH BY SIX INCHES (67. AFTER THE PERIMETER OF THE PATCH HAS BEEN COMPACTED BEGIN TO PARK TOWARDSTHE CENTER OF THE PATCH WITH SUCCESSIVE PASSES OFFSET BY SDI INCHES (6). 4.13. THE CONTRACTOR SHALL UTILRETHE APPROPRIATE HEAW COMPACTION EQUIPMENT TO ACHIEVE THEREQUIRED COMPACTION OF THE ASPHALT, 4.14. SEALTHEAREAAROUND THE EDGESWTTH AN ELASTCMERIC LIQUID ASPHALT SEALER TO PROTECT AGAINST WATER INFILTRATION, INCLUDING ANY INADVERTENT OVERCVTS DURING THE SAW CUING PROCEDURE PROJECT LEGEND: T�ALT'vd91E8TExD1EE� 9 DETAIL NO. C}01 SHEET NO. PROPERTY UNE BREAKUNE EXISTING CURB AND GUTTER EXISTING PARKING STRIPE -0--D--T1-- EXISTING FENCE w EXISTING OVERHEAD POWER UNE C - - EXISTING CONCRETE E05TINGGRAVE-MEA EXISTING LANDSCAPED AREA QEXISTING TREE EXISTING SHRUS EXISTING ROCK 2.y0 EXISTING FIRE HYDRANT ® ® ® EXISINGCATCH BASINIMANHOLE EXISTING POWER POLE EXISTING UGHTPOLE EXISTING SIGN POST 00 EXISTING UTILITY I STRUCTURE EXISTING ELECTRICAL ROOM [ PROPOSED ELECTRICAL CONDUIT ■ PROPOSED ELECTRICAL MCVON BOX I LINE BOX OR APPROVED ALTERNATIVE PROPOSED ELECTRICAL EQUIPMENT AREA ■ PROPOSED TRANSFORMER PROPOSED COMMUNICATIONS CONDUIT ■ PROPOSED NETWORK COMMUNICATIONS BOX PROPOSED CURB AND GUTTER PROPOSED PARKING STRIPE o PROPOSED CONCRETE WHEEL STOP C _ `•'� PROPOSED CONCRETE PAD - TP - TP PROPOSED TREE PROTECTION PROPOSED TREX FENCING PROPOSED VOLTA-CHARGING STATION Am PROPOSED VOLTA L2 POST4NSTALLED CHARGING STATION ® PROPOSED VOLTA- DCFC CHARGING STATION ■ PROPOSED PCS FOUNDATION ® PROPOSED PCS FOUNDATION Vd a- BOLLARDS ® PROPOSED L2 REMOTE CHARGING UNIT I CHARGI NO PEDESTAL FOUNDATION • PROPOSED .BOX&.CLICK O PROPOSED SIGN POST 0 PROPOSED SIGN POST W/BOLLARD • PROPOSED POST INSTALLED SIGN POST • PROPOSED POST INSTALLED SIGN POST VH BOLLARD PROPOSED WALL MOUNTM SIGN PROPOSED 4' ISOLATED PIPE BOLLARD volta 155 DE HARD STREET SAN FRANCISCO. CA 94103 �imley)))Horq] O 2023 KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTUREOF NEW YORK P.C. 1 N LEXINGTON AVE SURE 5C5 WHITE PLAINS. NY 10601 PHONE: (914)-3684199 VW WIaMLEY-HORN.COM ©m=11111111111111m © I�li(fi ;}��=11IIIIIIIIIII[® fi'(L�© 111,1111111,-1111 -111111■ ISSUE DATE 09/25/2023 ISSUED FOR PERMIT OF NE yY lP LO FYrI Q9 I 1 b0gl t W �55101•NV 09/15/l01� R URVKKARDNOFACY Gt MYPERSON. E T01HFALK ALINGUNDER THE DR�ECTION DFA IKENSEO PPOFESSIKRAI GNEEFLMALTERTHISD 140 - SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 SHEET TITLE GENERAL NOTES SHEET NUMBER CO-01 Volta Gen4 L2 Station Volta provides turn -key Electric Vehicle (EV) charging services for premium retail and entertainment destinations. We install and maintain the charging amenity at no cost to site partners as well as EV drivers, driving increased property value and attracting more customers who stay longer. VOLTA STATION BENEFITS Installation, equipment and maintenance is paid by Volta Charges all electric vehicles Free electricity supported through third party content on displays Volta stations are occupied 80% of the retail day Volta has provided 88M free sponsored electric miles, delivered 25 gigawatt hours and eliminated over 39M pounds of CO2 emissions CHARGING UNIT INFORMATION (Single Charging Units) Size: H 85.0" x W 36.5" x D 15.5" Display Size: H 48" x W 27 Power Type: 208/240VAC, 48A, 10kW max; UL 2202 Plug: SAE J1772 compliant connector POWER REQUIREMENTS Charging unit: 60A/2P, 208/240 breaker Display/connectivity: 20A/1P, 120V breaker INSTALLATION REQUIREMENTS Wire Diameter: #6 AWG minimum. Larger for longer conduit runs Conduit Diameter: 1.5" minimum per station. Larger conduit required for runs over 250' Volta 55" Media Display Charges up to 30miles per hour Universal J1772 connections Cable Management Fully Networked Proprietary & Confidential - Do Not Distribute volia 155 DE HARD STREET SAN FRANCISCO, CA 94103 Kimley) Horn New York 0_Vn IOMLEY-HORN ENGINEERING AND LANDSCAPE ARCHTECTURE OF NEW YORK P.C. 1 INLEANGTON AVE SUITE 505 WHITE PW NS. NY 1-01 PHONE (914}358-9199 WdNd.IOMLEY-HDRN.COM Ist��l® ISSUE DATE 09/25/2023 ISSUEDFOR PERMIT FOR REFERENCE ONLY DESIGNED AND PROVIDED BY < SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 SHEET TITLE VOLTA STATION OVERVIEW SHEET NUMBER CO-02 LANDS NIF OF -su HWP DEVELOPMENT, LLC O L 3441 P. EN sJ GRAPHIC SCALE ( 1i6 L mob- 60 1L L4tronl DCsmptim dParccl6 fSoa6on 295.00 Blgci, f LIX Sea Sheet 6/ Mom Reoenfy Desaibm ALL coal wnefnpbt pfeCe rnpamelrrlam,.loaf. yMg amming m the Town aGI-sbuy, County a W .nand Stareoftlaw York andbeingeoundwanddeWmadaslelbws' BEGINNING elan irm pipe found m the wasted SIdo.New York Slate Hghway Route No. 9. which punt mwks a ronhcasteny cuneroflams mwolmncnlynl Gmaf Eswpo Theme Park LLC (102V2B3) an0 on, southeasfeny comer.Me lams herein desmbad: RUNNING from saidpwntofbeginnugsouM 57degneas 35nerefes Wsecords weafalanglhes jufy Hounds oftlrelamshmin desoibed496.58/ I to enmanpioafourdf-come,. THENCE-11, 42degrees 18minufe500,Mco swest 265.18feelmani-p%pa foundfwa come,, THENCE along Me-thedyand easterlybank aMe BWer Brook Ire MOrxirg courses ere disle- /.narth JSdagmes 51mMdos0asoeod5gas142.537 tlowi=pipf m: 2 north 59 degrees 215 cornetts .nerds eoel /31.56/oat to en iron 1od lopd; 3. norfA 39 Kegm6s 36 mime.. Wco muXds oa.4 ]8.05 /erf foe pant: 4.nuth02deg,res50 moat.. OO .cords eas153.15( flea pant 5. north 04 degrees 34 minutes 00 records west 124.381oer to an imnppo lame; 8. earth G6 degrees 30 mind.. 00 ..coeds east f 11.94 fret to .pant hoe -o 20 degmos54npoIne coeclodI rose wastkctba ou:'nrmsnunga northeastcondoa Me landsf(7 dospilnd, which pant alota:mMIho wenterly lmo.bred. rbsv.r lom>odyol0onnld J. Daniel (]3]/MS); THENCE.out/, 31 degree. 32 Minutes W..cores east 342.74feel to envon pipe hound In the -Mwaalad comeroflends of.e Dardab THENCE north 62 dagmes 16 minuet 30 WWMKs oust 119.22 feet to a pea on Me w,Ve4y ode of New Yak Stale HgMrey Route fin 9; THENCE along the xesredy We of New Yoh Stale Highway Rout, No. 9 mum 31 degneas 54 mMde, eus1205.06 Net M the pv dpal Piece IBEGINNING, conMinkg J 83 Hans. mrrn o, r- EXCEPTING andms'mrg Iron coo above eesmbadpremrSCs lams, Ifarry. R-1 . 9. Dy ire State alfbw Yak fw One Aurpoms dwidenMAolNew Yak State Route 9. \ PARCEL 2 \ '-PARCEL O ova,: Comet Desenplbn orPs-I2 (SeaYn 29508 Block 1 La 3) LEGEND See Shea 6lw"omReamyDowneed ALL Mal caepn pbL put wpwcolafMd,aWl,. Mngamf bang in me, Town a Owensbuy.warren �d•nxruc SFsrroaF.uT County. New Ywk, 5-..,fm westery of New Yak U.S. Route 9 and... lady urfrousbne RoeM E7, dso ,r5 O WTI TV WWT known.1 Me MKeak Nmhwayold treech pa,rnrrs bounced enodescribed as ro9ows, •msardsstCtxv'.srN BEGINNING et a pour in Me westerly bonds rfN,, Y" U.S. Route 9 end at the s Measf Dome, of lends./Meadow Rua Davekgvnant Cap- am which point dbagiwirg is also UK, n rthead oo-mr one -ws wesE 9769.7 square foot plrea mnwyed by Mendaw Run D wekgmed Cup. to Als-Lon, Land. Ina, by dead doled BVID119 and mmlfad in the We -County dark's OTre in book 754 ofoloods al page 161. and •wwfsn wus� whkhpoinrdneg•'nrirgresipare eta ealarnce d40.121ea. rnom,eny, measured abr,g 8w wederty YYYY 'lweurwn,n wpo Dowd$ of said Route gloom Me Sos4heaa mmerol ihosapmmi5es cenveyedby Chadas R. Woad M RunDavebpmenl Carp.byd•Mdafm 3H3/196&eMmcadadM mid aerk's o!'xn Mbook 476 Q •sawia uoamiE -f-w- of .cads of page 308; ®.5iaanvsisBuvara[ RUNNING THEUCE1 Mq pan(ol Mgan,ng Mglp9pwngf courses anKmdprss akng me f.m Ire[ •Q, •atamau. 032degrees.0minute.east,eend, 2. south 24 minutes seevds east 305.2JIceL Go •UToreusv 20 63de,,- 3. southW degrees :5 mimes 20 sewed. west. 8&00lee l 52 47 minutes 4au, east / k v •Y5v &south degree, &Arum 22 degrees M thenortheast 20,8 foot fothe hartoffhr. pCmisus7fdead C.anrrTsu-l'anaUGafFe %ASTglymq)rF.V•. Denels, b dew5 V1988on,f Witham H. Pod be Onnaid J. DanreB. Dydeearm lQrt4/f988amreowdm Mbrpk 7of olde.ds at Gonad J. o t a e Est f dwr H page zza mabemga so coo soeMear .veer mom lxemnso5 wmaym yore ap „tm . Pendn. ro narachrn5 Lane m� nrdem datatl 1lnneag anan.wrdadM bran os aeamsalpa9a 769: THENCEmuth 62 degrees 4f minutes 30secmds w V, f71.66 /eei b me rnalhwest mnrerasadlams conveyed to Daniels. THENCE north 29 degrees 41 minutes 30 seconds West, and running along the eastedy line of those prennses conveyed by Joan AL Alamir to Mahan M. Cor-Mom by dew dated ZW1986 and recorded in the Warren County Clerk's Ofr in book 673 otdaws of page 970. fwa distance of 14Z 72 feet to the northeast Wmar of Said last montsoodpremises; THENCE the funew,p seven courses and disfancos along the northwesterly and nonheny line of said last mentioned premises: 1. south 22 degrees 21 minutes 30 Woones west. 32K reef 2- 07 degrees 57 minutes 30 seconds west. 111.94 feet, 3. south 03 degrees 06 minutes 30..cones east 124.38 feel, 4-M 04 dogmos :7minaes 30 seconds west 53.f5 faeC 5.-M 41 degrees 0 minutes 30 seconds west 7&05 feel' 6.mutb Wdcg-s :1 minutes 30-note west 131.56 feet. LANDS OF ). south 37dayrtas:8 minder 30 secnntls west 4257/cet ro Me ranthwesi ttvnen alpds conreymby GREATESCAPE THEME PARK L.P. M.Mol-C-eaa L 1021 P. 261 THENCEmah 40 degrees 50 mse Mufes 30cwds east roe da.- a265. 181eel to the wMnxest mma.rrmialam5 dCaniStraro; THENCEmrlh 59 d.gaes 02m1mees W secwds east abv me see-1yene a.eid laslmenVened p a- two distance of 496.58 reef to a pant in Me westery baunes.New York US. Rafe 9; THENCE mute 30 degrees 57 mMufes 30 Mcends easf, along said wastody, bGums, far astanco of 20.00 foci to the northeast crept of these pmmisas comeyad by Cadfon and Manna \ Fraiberger to Roge-and Lem LaFontaine by deed dated 11111992 and recorded M said dedre once in book 645 o/deeds al page 757; THENCE mum 59 degmm 02 mMufes 30 seconds wast along the mahwy Tina of send last \ y mentionedpmmmus. for a distance o/533.23 Iml to an angle prim Memin: THENCE npM 73 degrees 51 mimes 30 seconds west. We dshm. a393.00 feet to. point in the eagerly bounds of Interstate Route 87. also known as the Adirondack Nonhway, \ THENCE north 18 degrees 43 comes west, along sad easterly bounds, and crassirg a stream known as'Meadow Run". fora distance of 1358.39 feet 0 the southwest comer.those premises conveyed by Charles R. Wood to Aleadow Run Development Corp. by the aforamenrbeed deed mwrded in book 476 ofdeedA of page 308. THENCE north 84 degrees 14 minutes 20 seconds east along the southerly Eno of said last memonadjerarm s, fora dislancooI80.94 feet to a point which Is baled al a distance of4225 feet lrestedy on a course of SwNt 84 degrees f4 rlNnllfe5 205econtl5 west from floe northwest �Oecoma./. taangufar parcel attend -yed byAtlmado lons Land Inc. to Maaw Run Development Corp. by deed dated&3Il989,mfm wnW ie the Warren Carry Clenrs OT in 6roc7SCotd-drsefpage 159, d. �1p THENCE smM 28 ft-I 07 minutes SO sands east two oesfa Me a920TTeel b a poor slhr bree caatadidance or40m M .00reet-fedy8 wu,Maf 61 degrees 52minufes 20msendswesl -AV, /r I the southwest W,Terofmdlnergularpacet o• THENCEnorh 61 degrees 52 men les 20 seconds east fwa dill ct223.74 fee, fo the easledyoorno 'y_ ` of said May Mew., Run De.Io poMl/sdm to A -ere-, aM Inc bydo .)aqumaya.I el recomeHdny Meador Rut Dev hex*75a dotcrpals.1page ILand lnc Dy Med Kat.d May8. 1989 and reavrdndmsed Nunn orcaMm.k7saaaeam of page l6f: THENCE mnenuegnlm 611kgrees 52 mnutes 20 seconds coed, aMg Ore rnwMedy firm.sort 9]69.7 291.67rmEMM,pmt ana INNiN akng the Ammenybce orn m ore-VglwaKafanmd 291.6T/recto me pcMtaBEGINNING omaenMinMg 19.90auei clam, maewYss. C EXCUnNGendres,Mi tom Parcell 2,b mfares,ppmgnateeby Me Peepe f Slafea \• \ /few Ywkbynoliwe dedin Me Wanm Cm yClerk's Off w.My131998MGbar1072mWI80 ,� f.1aP Ab 195 P.-I Vo. 241. 5 \\ O \\ LANDSOF (( , M/T COHEN L 1311A \ \ .SF• a O � \ f3i1 P. 87 r�� PARCEL6 \ -- O PARCEL 2950&f-1 \ �- •-•� \ 0 \\ it ut \\v CONSTRUCTION NOTES: 1. CONTRACTOR RESPONSIBILITIES CONSISTS OF, BUT NOT LIMITED TO. *CHARGING nlr� I YJ k. STATION MOUNTING, FOUNDATION CONSTRUCTION, CONDUIT INSTALLATION. ANDVNRING. c;� r ZI 2, CONTRACTOR TO PAINT PROPOSED EV PARIONG STALLS PER T JT JURISDICTIONAL REOUIREMENTS. 3. CONTRA OR PRIOR TO ANY CONSTRUCTION ACTITALL SEE SHEETECNONFENCING ACTIVITY. SEE SHEEP C3O0 FOR DETAILS 4. EXACT STATION PLACEMENT AND ROTATION ANGLE MAY VARY SLIGHTLY UPON INSTALLATION DEPENDING ON SITECONIXTI0NS- YYA"'_ J STALL DIMENSIONS AND ALL 6. CONTRACTOR TOFIONS _ ":1 TO EN UR EQUIPMENT LOCATIONS TO ENSURE SUFFICIENT SPACE IS AVAILABLE yri�.�' ' 4 j � 'VL < 6. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS WHEN DRILLING INTO EXISTING CIP SLAB AND CIF DROP PANELS TO AVOID DAMAGE TO ANY REINFORCING AND EXISTING STRUCTURAL COMPONENTS. w 7. USE APPROVED ASTM METHOD (X-RAY. PACOMETER GPR, ETC.)TO LOCATE MILD STEEL AND PRESTRESSING TENDONS PRIOR TO DRILLING. DONOTCUTOR DRILL THROUGH ANY EXISTING T .�, �-.•1? - !- _ y7 �\ �.% REINFORCING ADJUST LOCATION AS NECESSARY TO AVOID EXISTING •_ ._ �.. / i- S yr �' REINFORCINGENSURE I" GAP MIN. BETWEEN REBAR AND S •AY 't' I }!! Loyd J..y�. iTff ANCHORAGE I9 !f'�a VOLTA WLL MAKE EVERY EFFORT TO FOLLOW. WITH THEIR PROPOSED CONDUIT. AN EXISTING CONDUIT ROUTE FROM ELECTRICAL ROOM TO PROPOSEDSTA71ON PLACEMENTS MEN AN EXISTING ROUTE IS NOT '� AVAILABLE, VOLTA WILL MAKE EVERY EFFORT TO CONCEALMIDE �� '�" I 'J. --^ PAINT AND MINIMIZE VISUAL IMPACT OF CONDUITS ANYVMERETHEY ` T MAY R VISI BLETO THE PUBLIC. -� / - ` - ,� `•! _ ) % - 9. CONTRACTOR TI RESPONSIBLE PRIOR OCATE BORING. ANY • 999 "4 ( HORIZONTAL UTILITIES PROPOSED DIRECTIONAL ROUTE BORING.ANY OVERALL TCl-01ITE FOR •.� �1 00 OITIONSTOATEDV THE THE PROFESSIONAL ZONAL ENGIUTEPRETO BE T �" (SEE SHEET CI-01 FOR DETAILS) `x -_ "�°'"'lP COORDINATED Ya1TH THE PROFESSIONAL ENGINEER(S) PRIOR TO CONSTRUCTION. AN V ITEMS TO REMAIN THAT ARE DAMAGED BY THE CONTRACTOR SHALL BE REPLACED TOTHE EXISTING CONDITION OR BETTER AT THE t Q`\ CONTRACTORSEXPENSE `, t APPROXIMATE PROPERTY LIIJE (R'P) 6F 11. CONTRACTORTOLOCATEJUNCTIONROXORAPPROVEDALTERNATIVE It S t 7 FOR SITE SPECIFIC RUN LENaTHSAND BENDS. 12. DEVIATION FROM PLAN ON THE PROPOSED CONDUIT METHOD IS AT THECONTRACTORSDISCRETIONANDSHOULDBEDETERMINEDBASED ON EXISTING UNDERGROUND FIELD CONDITIONS. ANY niaDEVIATIONS ,�'- SHALL BE APPROVED BY VOLTA AND THE SITE HOST. CONTRACTOR TO ENSURE ALL CONDUIT INSTALLATION METHD0.S AREAPPROVEDBY y t I„ii LOCAL JURISDICTION AND INSPECTOR. `-- t ,�, ,. 1 t • '.`1 PARKING NOTE: 1. THIS PROJECT PROPOSESTO UPGRADE(11) STANDARD PARKING STALLS TO (B) EV CAPABLE PARKING STALLS. .��m, m1lm�111111111 Alum 11111111111,-1111 11♦--1■ REFERENCE NOTE: i - �11 f - 1. SEEPROJECTLEGENDON SHEETCO01 FOR SYMEDLSANDUNETYPE ISSUE DATE -\ - - DESCRIPTIONS. 09/25/2023 ISSUED FOR PERMIT N h r AAMASTER SITE PLAN �i�w lEOF NE yy 4P .LLD FqV O9 O / W O 09006T t ffSaroaH� o9/u/[at� T 15AVpL 0NCFU--ANYPE-. UNLESS RiEY ARE ACTING UNDER THE OFIECIKN OFA UCI NSEO PROFESSIONAL DIGNEER. TOALTER TIIS COCUYEIT. SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 SHEET TITLE IMAGE REFERENCE: MASTER SITE AERIAL IMAGES) PROVIDED BY NEARMAP PLAN IMAGERY O2022 N--p, HERE N ' GRAPHICSCALEINFEYT SHEET NUMBER nearma 0 75 150 G00 curr I: c!E•pY: ch—ge ••,, ^ I _ 0 0 f-r'`a+• PROPOSED UNDERGROUND CON SECTION C(HAND-TRENCH 0 (SEE ELECTRILALSHEETS FOR DET �Y k Ott,e�C-; t � VOLTA L2 CHARGING STATION 03 EVCS FOUNDATION I PROPOSED UNDERGROUND CON SECTION B MORE (SEE ELECTRICAL SHEETS FOR BET, )3 "Ta _._,.. __...........f,.w[I— -- —------------ PROPOSED UNDERGROUND CONDUIT 3 SECTION A(BORE t40) E2AD (SEE ELECTRICAL SHEETS FOR DETAIL)VOLTAL�CH N 16 n _ C3-023 EVCSFOUNDATION C3412 3 I ,__71- 7 il ENLARGED SITE PLAN 1 - i � b (S EE SHEET C2-00 FOR DETAILS) T I� f- _ T—ITi U �� � l I -� M—r rJ4i 7 _3 I PROPOSED UNDERGROUND CONDUIT SECTIONE(BOREt129)Q-W (SEE ELECTRICAL SHEETS FOR DETAILS] PROPOSED UNDERGROUND CONDUIT 3 SECTION F (BORE ISM E2-GO L . (SEE ELECTRICAL SHEETS FOR DETAILS) G— — — — — — — — — — — — — — — — - VOLTA L2 CHARGING STATION 05 16 23 - BUDS FOUNDATION WISCONCRETE PAD CM2 C3-03 VOLTA - CHAR N A N 16 2J EVCS FOUNDATION C3-02 L3-03 PROPOSED UNDERGROUND CONDUIT 3 SECTION G(HAND-TRENCH 3151 E2-GO (SEE ELECTRICAL SHEETS FOR DETAILS) -_ (SEE ELECTRICAL SHIES VOLTA L2 CHARS REl 8 i I OVERALL SITE PLAN CONSTRUCTION NOTES: 1. CONTRACTOR RESPoNSIBILRIESCONSISTSOF. BUT NOT LIMITED TO. - _ CHARGING STATION MOUNTING, FOUNDATION CONSTRUCTION, CONDUIT INSTALLATION. AND WIRING. 2 CONTRACTOR TO PAINT PROPOSED EV PARKING STALLS PER a ,y JURISDICTIONAL REQUIREMENTS. 3. CONTRACT ORTOINSTALLTREEPROTECTION FENCINGPMORTOANY CONSTRUCTION ACTIVITY. SEE SHEET C3-0O FOR DETAILS 4. EXACTSTATION PLACEMENT AND ROTATION ANGLE MAY VARY SLIGHTLY UPON INSTALLATION DEPENDING ON SITE CONDITIONS PROP05ED EXTERIOR ELECTRICAL AREA 5. CONTRACTORTOFIELDVERIFYALL STALL DIMENSIONS AND ALL (SEE ELECTRICAL SHEETS FCR DETAILS) EQUIPMENT LOCATIONS TO ENSURE SUFFICIENT SPACE IS AVAILABLE - 6. VOLTA WILL MAKE EVERY EFFORT TO FOLLOW, VATH THEIR PROPOSED 3 _T CONDUIT. AN EXISTING CONDUIT ROUTE FROM ELECTRICAL ROOM TO PROPOSED UNDERG ROUNDCONDUIT I PROPOSEDSTATIONPLACEMENTSWh1ENANEXISTING ROUTEISNOT Q-00 SECTION D(HAND-TRENCH xN) AVAILABLE. VOLTA WILL MAISE EVERY EFFORT TO CONCEAUHIDEE. (SEE ELECTRICAL SHEETS FOR DETAILS) PAINT AND MINIMIZE VISUAL IMPACT OF CONDUITS ANYVMERE THEY MAYBEVISIBLETOTHE PUBLIC. 7. CONTRACT OR IS RESPONSIBLE TO LOCATE ALL VERTICAL AND EXISTNG POWER POLE HORIZONTAL UTILITIES PRIOR TO DIRECTIONAL BORING. ANY VOLTA L2 CHARGING STATION IM - ALTERATIONS TO THE PROPOSED CONDUIT ROUTE ARE TO BE 2 C3-03 EVCEFOUNDATION I �. COORDINATED WITH THE PROFESSIONAL ENGINEER(S)PRIOR TO y C3-0CONSTRUCTION. rs` T;_?•, 8. AN V T..T.Il.I.NTHATAIIE..A GEDBYTHECONTRA.FI PROPOSED NEINSERVICE TIE4N SHALL BE REPLACED TO THE EXISTING CONDITION OR BETTER AT THE 'C9' CONTRACTOR TO COORpINATE N7TH LOCAL UTILITYe CONTRACTOR'S EXPENSE y CONTRACTOR TO LOCATE JUNCTION BOX OR APPROVED ALTERNATIVE FOR STE SPECIFIC RUN LENGTHS AND BENDS. _ 1 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 C2-01 FOR DETAILS) ON SHALL STING BEAPP APPROVED UND VOLTA M4 THECONSITE S.O T. OEVINTATIONS CTO :: ENSURE ALL CONDUIT BY INSTALLATION THE BY TO ENSURE ALL CONDUIT INSTALLATION METHODS ARE APPROVED BY — } LOCAL JURISDICTION AND INSPECTOR. +r1111 1" I PARKING NOTE: © APPROXIMATE PROPERTY LINE(TYP.) 1. THIS PROJECT PROPOSESTO UPGRADE(11) STANDARD PARKING i STALLS TO EV CAPABLE PARKING STALLS. REFERENCE NOTE: 1. SEEPROJECTLEGENDONSHEETC0-01 FOR SYMBOLS AND LINE TYPE / DESCRIPTIONS 1 � i 52 I' 52.0'. 1 - _ 51.T PARKING DATA TABLE EXSTNG PROPOSED CHANGE STAx0AR0 690 A. 3 STALLS TO BE OERCAITD TO EV OIMGPHG STATONS AOXEEIE E 32 07 0 �i 46g I NOTE COLNTs TPaHANGA0.E NONNCLUSINE OF AOOITONAL PNtANGN —1—ON SIRE f CS FOUNDATION D3-02 C3-03 If, 1 - _-- I-1 GI 1 , 1 't EXISTING FENCETOREMAIN AND BE PROTECTED ! SITE DATA TABLE 50. FT. AWES (3)90�Ow59EN 270 6006 vT'LL RmERN0.15 246.117 5.65 Volta 155 DE HARD STREET SAN FRANCISCO. CA 94103 KimlepMorn New York 02023 KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK. P.C. 1 N LEANGTON AVE SUITE 505 MUTE PLAINS, NY 10601 PHONE. (9141-36&9199 WJAMIOMLEV-HORN.COM oIMIIIIIIIIIIII11m ©Iiiilifi7�m 11♦--II♦ III■_-111, ISSUE DATE 09/25/2023 ISSUED FOR PERMIT 4y1fiOF NE" Fy LO Fq/ 0 I - YL W 9006R E3{+a S510N7'y o9�� IT IS A W OLATI OF ULV Fdi ANY PERSON. UNLESS TH EY ME ACTING UNDER TIE -EC— OF A U—SED PROFE5NONAL —EER,TOALTER THIS OOMUI- 1 SIX FLAGS THE GREAT ESCAPE I Am PHASE 1 r_..) J ?� 1172 U.S. 9 QUEENSBURY, NY 12804 1� s__.. ❑:p I SHEET TITLE -�. IIMAGE(S) OVERALL SITE IMAGE REFERENCE: NEARMAP PLAN AERIALR BY IMAGERY 0= N--p. HERE ti j GRAPHIC SCALE IN FEET SHEETNUMBER 1j - nearma : : O 10 20 40 1 cGrrenf:Uecr:chan,•e� C1-01 1 f PROPOSED UNDERGROUND CO SECTION B (SOR (SEE ELECTRICAL SHEETS FOR DE S, CONTRACTOR TO INSTALL TREE PROTECTION FENCING 3 PRIOR TO ANY CONSTRUCTION ACTIVITY(TYP,) O}O6 DUS ING TREE TO REMAIN. CONTRACTOR TO ENSURE APPROXIMATE PROPERTY LINE(TYP.) THEREWILLBENO dSTURBANCE OF TREES DURING - -- THE CONSTRUCTION PROCESS(TYP,) EXISTING CONCRETE STAIRS TO REMAIN. CONTRACTOR TO PROTECT IN PLACE I I i IN I I I I VOLTA L2 CHARGING STA ON 02 t8 23 I EVCSFOU+IDATION C162 C3{13 I I I VOLTA 1 1 N� T I I C3-02 C3-03 EVCS FOUNDATION I I _ - PROPOSED APPROX 4 FT AIAX • HEIGHT WALL (TYP.) C3-03 I I ��-•. 6 12 EV SIGN POST E 5 6 EV STRIPING - C3-00 C3-00 (TYP3 q EVCWAQGONG €VQOOA 65NG 9.0' EXISTING PARKING STALL TO SE BO' CONVERTED INTO STANDARO EV STALL 3 PROPOSED UNDERGROUND CONDUIT E2-00 SECTION A(BORE 340) (SEE ELECTRICAL SHEETS FOR DETAILS) ENLARGED SITE PLAN 1 � a 3 ?00 3 CONTRACTOR TO INSTALL TREE PROTECTION FENCING C300 PRIOR TO ANY CONSTRUCTION A.TIVIY(TYP.) EXISTING TREE TO REMAIN. CONTRACTOR TO ENSURE THERE WILL BE NO DISTURBANCE OF TREES DURING I THE CONSTRUCTION PROCESS (1TP.) v PROPOSED EXTERIOR ELECTRICAL AREA (REFER TO ELECTRICAL SHEETS FOR DETAILS) Ism I11111111111/ �R 4 16 23 TO PROTECT IN PLACE (TYP.) EXISTING PARKING STALL TO BE CONVERTED INTO STANDARD EV STALL EVCSFOUNDATION \ -- •-- :i. >_ / 16 23 NTRACTORI y voila 155 DE HARO STREET "AN FRANCISCO. CA 94103 Kimsey>>> Horn New York 02023 KlMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE CF NEW YORK P.C. 1 N UDUNGTON AVE SURE 505 WHITE PLAINS. NY 10601 PHONE: (914 6- 9199 WAWKIMLEY-HORN.COM REV DATE DESCRIPTION BY I G3032022 CD100s PEP 2 O6/3G2022 CDIW0 GJB 3 O6Y312023 CDIW0 ESP 4 0912SW23 CDIWG K.A PEI CT C 3 EVCSFOUNDATION 3 - _ _ _.. PROPOSED UNDERGROUND CONDUIT', ISSUE DATE E2-GG SECT IONC(HAN0.TRENCH UD) 3 PROPOSED UNDERGROUNOCONDUIT 31 - ..-_.. PROPOSED APPROX 4FT MAX ,,, C3-03 09 /25/2023 SECTION D(HAND-TRENCH �6) E2-CO HEIGHT WALL P, ` - - - --- FOR PROPOSED APPROX 4 FT MAX ISSUED C303 HEIGHT WALL (TYP.) 8 I 12 EV SIGN POST C301 C3-01 (TYPO P E R M I T 6 12 EV SIGN POST 5 6 EV STRIPING C3-01 C3-0I (TYP.) C300 C3-00 (TYPO tbTI1WIYSG�N011 EXISTING PARKING STALLTO BE CONVERTED INTO STANDARD EV STALL 6 EV STwPING DUST I NG PARKING STALLTO BE 0 C3-00 (TYPO CONVERTED INTO STANDARD EV STALL PROPOSEDUNDERGROUNDCONDUIT 3 SECTIONE(BOREz12oJ E240 (SEE ELECTRICAL SHEETS FOR DETAILS] PROPOSED UNDERGROUND NOUR 3 SECTIONF IS RE- E2-DO (SEE ELECTRICAL SHEETS FOR DETAILS) v GRAPHICSCALEINIEET <iOF NEµ Y 4P �wF9i O O W �Fsslml o��s� RISA VKKATION OF —FOR PNY PERSON. UNLEss THEY ARE AOTIYG VNOER THE DRJEEOTAU00PROTEssIONk D-IGClEER, TO UTFR THIS OOCUNE1rt. 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 (TwJ; adi 61, ((c. KP y 19 EV 51'N POSL 6 12 u (rYP.I C3.Ot Cmi _�_ r- 3 PROPOSED UN G (HANDUNDCONIX15) - I"--"J m EXISTING FENCE TO REMAN -. SECTIONS EETSFR DETAILS) E2-00 _ CONTRACTOR TO PROTECT IN PLACE P.)�, - (SEE ELECTRICAL SHEETS FOR DETAILS) � ❑ ., _v EXISTING CONCRETE SIDEWALKTO REMAIN. -( CONTRACTOR TO PROTECT N PLACE (TYP.) }^ -- - - "--__- TWO EJ(ISPNG PARKING STALLS TO BE _ EV STRIPNG 5 6 CONVERTED INTO STANDARD EV STALL & t2 EV SIGNPOST I ' (TYP.) C}00 C}pp C3-0t C3.Ot (TYPO EXISTING PARKING STALL TO BED NN EXISTING PARKING STALLS TO BE CONVERTED INTO STANDARD EV STALL CONVERTED INTO STANDARD EV STALL CONTRACTOR TO INSTALL TREE PROTECTION FENCING EXISTING TREE TO REMAIN. CONTRACTOR TO ENSURE �� THERE WILLBE NO DISTURBANCE OF TREEES DURING , THE CONSTRUCTION PROCESS(TYP,)� rr �\1F ��\\) JI b�TP / _. VOLTA L2 CHA SING TATION 23 / I E �� 9.0' (TYP.) I EVCSS FOUNDATION WIT CONCSRETE PAD C33. 02 C3-03 ' 4/ PROPOSEDUNDERGROUNDCONDUIT 3 `/ 3 PROPOSED UNOERGRWND CONDUIT SECTIONF(BORE � E2-00 /t E2-00 SECTION E(BORE z12(r) (SEEELECTRICALSHEETSFORDETAILS) (SEE ELECTRICAL SHEETS FOR DETAILS) O TA 12 CHARGING STA ON D6 18 /� EVCS FOUNDATION C3-02 C jA 4jA - ENLARGED SITE PLAN 2 .� EXISTING CURB TO REMAIN. CONTRACTOR TO PROTECT IN PLACE (TY'P.) _ D - 15 4-IMPACT CETFRRENT C3.01 BOLLARD(TYP.) tfi - 23 VOLTA12 CHARGING STA ON OB C m C3 3 EVCS FOUNDATION STRIPING I �1�pyypp�11/AI RIM�q/�� �ppyp T�� �y/� ��ly/�yIp T�1/� �J C3.00 C3-0O HYP.) LV OsW �L'CNtI GW Iy WgYVYiCtl 66 tl.YYWIyISgOry CJ-0D C30D R STRIPING0 SiRIRNG YP.) Volta 155 DE HARD STREET SAN FRANCISCO. CA 94103 Kimley>))Horn New York 0 2023 KIM.LEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK, P.C. t N LEXINGTON AVE SURE 505 WHREPLAINS NY 10601 PHONE (91q-36 9199 WW,VKIMLEY-HORN.COM REV DATE DESCRIPTION BY I 08r)32022 CD100s PEP 2 0MI)0)22 CD100s G35 3 0&3l2023 CD1DOs ESF 4 03252023 CD100s K.A ISSUE DATE 09/25/2023 ISSUED FOR PERMIT RGAVKKATIDN O�Y � NY PE�RSGI�v UNLESSTIEYARE ADTNGUNDER THE OWECipN ISE PROFESSIONAL piGNEER.T0AL.TOAITERTHIS OOCUNQR. PROPOSED 4'wHRE STRIPING C3-0D SPACED 24- O.C. . 45° (TYPJ 3 SIX FLAGS THE PROPONIT-NERGRNCHJMNDUR E2-00 SECiIONH(F(AN0.TRENCH S2Q) GREAT ESCAPE POSED4- MITESTRIFING (SIFE ELECTRICAL SHEETS FOR DETAILS) CED 24. O.C.@ 15`(TYP.) PHASE 1 1172 U.S. 9 (PACT DETERRENT LARD(TY-P.) QUEENSBURY, NY 12804 SHEETTITLE ENLARGED SITE e PLAN EVCS 05-08 " - GRAPMICSCALEINFEET 7_5 SHEET NUMBER C2-01 2 1. UNLESS NOTED OTHERVASE THE FOLLOWING NOTES RELATING TO THE'SITE DETAILS SHEETS SHALL GOVERN. 2, COMPRESSIVE STRENGTH OF CONCRETE FOUNDATION SHALL BE MINIMUM OF 4.600 PSI AT 28 DAYS WITH MAXIMUM MCM RATIO OF R. 5 AND AIR -CONTENT OF S%.1.1.5%. 3, MINIMUM YIELD STRENGTH OF REINFORCEMENT TO BE 60.000 PSI (ASTIA-A615). 4. REFEREINCECIVILANDELEC. DRAWING FOR EQUIPMENT LAYOUT, LOCATION OF CONDUIT, ETC. 5. FINAL PNCHOIR BOLT AND POLE DESIGN INCLUDING SIZEAND CONFIGURATION ARE BY MFR. 6. BEFORE STARTING ANY WORK THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON THE SITE AND REPORT ANY DISCREPANCIES IMMEDIATELY TO THE ENGINEER 7. NODE TECHNICAL ENGINEERING REPORT WAS PROVIDED BY THE ONMER. FOUNDATION DESIGN IS BASED ON AM NIMUMOF 1,500 PSF NET ALLOWABLE BEARING PRESSURE ON UNDISTURBED NATURAL SOIL OR COMPACTED FILL UNLESS OTHERWISE NOTED. 6. UNLESS OTHERWSE DIRECTED BY THE OVMER. 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 ECLAPMENT OR ANCHORAGE TO THE FOUNDATION. MANUFACTURER SHALL SUBMIT LOADS TO ENGINEER FOR RECORD KEEPING PURPOSES ONLY. 10. DESIGNISBASED ON THE SPECIFIC EQUIPMENT SHOWN IN THESE DRAWINGS AND ILLUSTRATED ON THE VOLTA CUT SHEETS. 11. ALL MATERIALS SHALL BE IN ACCORDANCE WITH THE LOCAL DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 12. ALL FOUNDATIONS ARE TO INCLUDE COMPACTED SUBGRACE AND MINIMUM Er'COMPACTED STONE BASE UNLESS OTHERWISE SPECIFIED. 13. BUILDINGCODE: IBC2D18 DESIGN PARAMETERS (PER ASCE 7.16), VAND SPEED: 108 MPH EXPOSURE CATEGORY. C TOPOGRAPHY CATEGORY 1 RISKCATEGORY: 11 SEISMIC PARAMETERS: Ss 0.25g S1 = 0.059g SITECLASS. D FROST DEPTH: 65- FEMAFL000ZONE X NOTE DOLLARDS ARE NOT DESIGNED FOR FULL 6 KIP IMPACT LOADS UNLESS OTHERWISE NOTED AS'VEHICULAR RATED-. TREE DRIPUNE J �RYP> NSRII VE AREAS AREAS TREE PROTECTIONMIGH VISIBILITY FEN CING —n--------��UMTSOF DISTURBANCE NOTE FURNISH AND INSTALL TEMPORARY HIGHFVISIBILTY FENCING AT CONSTRUCTION LIMITS PRIOR TO ANY LAND DISTURBANCE I GENERAL NOTES N.T.S. 1 I NOT USED N.T.S 2 I TREE PROTECTION N.T.S.3 I NOT USED N.T.S. 3 I FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS I FOR REFERENCE ONLY. DESIGNED AND PROVIDED BY OTHERS Volta Charong STRIPING GUIDELINES RIOOIICIS EV STRIPING GUIDELINES SURFACE PREP u-q yea reemyw nY.wnnvP<e ncrea cn.mEeP. eeu�vee oun u,vv. t.,...v.. rcurcuw BRANDED STRIPING ASPHALT PREP �RN�w Ydta Charong STRIPING GUIDELINES 5 I -- STRIPING GUIDELINES MWWTEiYW NOT ACCESORIES iN1EF15TOPR e... �«ru,a.+rnw..e� m.w • � .. 2'AfLERSAIDIE:'wJ4ce µrc.e.ha .6viml.•saYnruee..0 ••ao-wwu,ewe LET1EA9 u,. v. s n.lv o. r....e••+'�]. ASPHALT PREP Na: AyN ] 6-NOT USED 7 155 DE HARO STREET SAN FRANCISCO, CA 94103 Kimley>>)Horn New York O 2023 KIM.LEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK. P.C. 1 N LEXINGTON AVE SURE 505 WHITE PLAINS. NY 10501 PHONE: (911WJ 9199 WAW KIMLEY-HORNI COM -1111111.�J ISSUE DATE 09/25/2023 ISSUED FOR PERMIT <60f NER.y tiP HULA FqI 09 W 9006� t� �ffssroe�� a9/u/�� ITM AMOLATYI OF LAW — ANY PERSW. UNLESS THEY ARE ACTLNO LINO EH TIE DNERpN OFA LICENSER PROFE551ONAL ENGL'IEER,TOALTERIRISDON M. SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 SHEET TITLE SITE DETAILS SHEET NUMBER C3-00 CAP STEEL PIPE POST WITH 2-12' STEEL (HOT UPPED GALV) CAP OR ENGINEER APPROVED EQUAL II EV PARKING SIGN (SEE DETAIL 12. THIS SHEET) ww Uri o w 2NT SO STEEL (HOT UPPED GALV) m SIGNPOST f� 66 /--,I-3--...AREP0ST12GA. STEEL (HOT UPPED GPOT)DIP(2) GALY). STEEL BOLTS (HOT UPPED WITH (1'BOLT TD BOLT SPACING WITH 3/4' MINIMUM EDGE) SOIL BASE sw NOTES: 1. SIGN TO BE GREEN(PANTONE 355C) WITH WHITE LETTERING AND MUST BE REFLECTIVE LETTERING. 2. TO BE PLACED AT HEAD OF PARKING STALL" 3 POST MOUNTED OBJECTS PER AGA CODE SECTION II8-307.3. 4. THIS DETAIL SHALL ONLY BE USED WHEN SIGN POST IS LOCATED OUTSIDE OF PARKING LOT PAVEMENT AND 2' MIN. CAR OVERHANG ZONE SIGN POST �cr�E 8 NOT USED scT LE 9 ELECTRIC VEHICLE CHARGING SIGN INSTALLATION HEIGHT: ALL SIGNS TO BE INSTALLED AT&T ABOVE FINISH FLOOR. IF SIGNS ARE LOCATED WITHIN AN ACCESSIBLE ROUTE, THEY WALL BE INSTALLED AT BO-ASOVE FINISHED FLOOR. MEASUREMENTS ARE TAKEN FROM BOTTOM OF LOWEST SIGN. SIGN REQUIREMENTS sH 12 I NOT USED N.T.S" NOT USED 13 I NOT USED 10 I NOT USED BY OTHERS. OC STEEL (HOT DIPPED DALY) PIPE BOL. FILLED -CONCRETE INSTALLED WITH YELLOW BOLLARD SLEEVE Wl VMTTE REFLECTIVE TAPE POST GUARD BOLLARD COVER CL`I 8 . OR APPROVED EOUAL volia 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 UMNGTON AVE SURE SOS WHITE PLAINS, NY 10601 PHONE (914)6&9199 WNWIGMLEY-HORN.COM 111,1111111,-1111 11111111111■-1111 11111111111■-1111 -1111111.-111, ISSUE DATE 09/25/2023 11 ISSUED FOR PERMIT R D A VKIIATCT! OF U1Y TOR ANY PEPSW. UECTION OF RARE AORYG U —THE ORECTICN OF A DCplSED PPOTESSIOw.t p1GP1EER,TO ALTER THIS OOIXINpR. I IX GRADE SIX FLAGS THE GREAT ESCAPE "\:` PHASE 1 1172 U.S. 9 UNDBED NATIVE ISTUR OIL `. • I• ;�\\/ QUEENSBURY, NY 12804 III CONCRETE FOOTING "` • SHEETTITLE TCLR. SITE DETAILS NOTES: 1. CONTRACT OR TO ENSURE PLACEMENT OF BOLLARD DOES NOT IMPACT VISI&TTVOF STATION SCREEN. 2. CONTRACTORTO ENSURE BOLLARD PLACEMENT DOES NOT OBSTRUCT J DOOR SWING ON SHEET NUMBER BOTH SIDES OF THE MEDIA STATION. 3. BOLLARDSLEEVES SHOULD EE CUTIN THE FIELDAND ARETO BETHE HEIGHTOFTHESTEEL (HOT DIPPED GALV1 POST AND SAW HOLE CUT IN THE FIELD TO FIT OVER THE STEEL (HOT DIPPED PIPE BOLLARD. BOLLARD SLEEVE TO BE FLUSH WITH GRADE 4, THISDETAlL)Pl PE ONLY SCULAR .BED OLLARD ARD SLEEINSTALLATIONS WITH NAN EXTERIOR PARKING LOT. 5. THIS BOLLARD IS NOT DESIGNED FOR VEHICULAR IMPACT. 3-0 14 SCALE 15 N.T.S. FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS. FRONT CHARGER SPECIFICATIONS SIZE' H 8W. W 36.5'. D 15.5' WEIGHT 7001. CORD LENGTH 15 POWER TYPE: 20=2 GVAC, 48A (MAX), 10 kW MAX PLUG: SAE AM COMPLIANT CONNECTOR USTINGS UL E354307 POWER REQUIREMENTS CHARGING UNIT: WAQP 20 QV BREAKER STATIONAUXPOWER 20A/1P 120V BREAKER NOTES: 1. THE GRIP RANGE FOR THE CHARGE CABLE BEGINS AT 385' ABOVE PARKING SURFACE 2 SEE DETAILS I] 819, THIS SHEET FOR MORE INFORMATION. FOR REFERENCE ONLY, DE51GNED AND PROVIDED BY OTHERS 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 Vs1m Tech specs Lerel2Mi351311nn Ill%L� i TI.'.' eBox professional Data sheet O 0 innogy tea» tn1 cw1Y:ct mnv+c l.lr� zwaort,n ssFiaJnT R*1P RN.. 4J.T_P4 �:..xa♦.,, !<,...s. r,..... va R.t.f o-.An�ew. -mw, e..Ga PJ tL 14,.• ,.Wae.vo-wr't.o.ri _—.. ___-. _ _.-.. av4' J'1®f.naTC.a,IDM ..... _ >RA Or�.t �.. -evefLLltDn _l`Ar frr.cmro-. paeCul rJ:.;YG.Mir� nw.9'Ma;+a.f•N +4 1 'e+rtnan:wnaaumat. n u Ju ....w .•m Mm.-- —.. _-. G,.,ada.oam <miaanml sNryva .� n. • m.ae, isat 6�A a-.Jn .. .... 4�m11°•v.'bw.eo 'tOroe A:mae.'e wI�ATtOe -a1Nt 6knJ 8J1]r3C PO'1 TheOeaP'aklaavllsro: bazzb enabsarcvva ba+eKvrvJ�met+mtgaece.aeUtraa+-.kJo•Ale wx+On [gxr.Ce [&aro/be rtWrmt+?e n.,E. ��� 't�.TnRn m�[15]P[GY. TCCIJ?ASYLACCIL-n5 �A� CQt�v FCCI}UFS SI.W _==T4nCFR1561-U5 m41.m us"0 O65'H TelsJlracve 1 tralYt nrn m�w+ua]m it I �a>dbrd TcK'cm Pome,,k RI9�G1rM R+c. U 6i]OS,USh aak<d� >w'm'n VOLTA V4 EVCS CUT SHEET 19 20 FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS V ' } STEEL MOT DIPPED < _ ' GALV) CHARGING STATION BASE PLATE EVCS FOUNDATION _ (SEE DETAIL. SHEET C3-03) - CHARGING STATION CHARGING STATION BASE PLAN VIEW (.5) 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 EAISTING CONCRETE SLAB THICKNESS AND MAAIWAIN T MINIMUM COVER OF CONCRETE BELOW EMBEDDED ANCHORS. 3. REFER TO DETAIL I] FOR BASE PLATE DIMENSIONS. CAST IN PLACE ANCHOR. MINIMUM EFFECTIVE EMBEDMENT OF TOR ENGINEER APPROVED EOVAL POST INSTALLATION MECHANICAL ANCHOR. (4)Sl8-DIAMETERHLTIKB-' ANCHOR WITH MINIMUM EFFECTIVE EJrBEDMENT OF 3.11COR ENGINEERING APPROVED EQUAL N.T.S. 17 I VOLTA BASE PLATE ANCHORAGE FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS :Ili 111 if O eBox professional 0 Data sheet innogy iFcas, 4mm ra,..,ea�am.mJao-.v.,a.ya„1 _.. cN'+�Jdw m, •aua,bw�. Pr,.w..cF.�er ,f t,-lwwnnm Sm O .. a.w.q_ ♦eu[ Jv T E-6aseJ14- ti,-a JJmysm:, Apara.N tr Inrud I m[.mf r- )n•µJmwa.m,m,ax,n.>n _+aliZrWlr-Gmm Mwom Wat.sw5u an,rt1/ met'A�.am:M•Imu 21 I NOT USED V Oita 155 DE HARD STREET SAN FRANCISCO, CA 94103 Kimley>>)Horn New York C 2023 MMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK P.C. 1 N LEXINGTON AVE SUTE505 WARE PLAINS, NY 10601 PHONE MK-3M9199 REV DATE DESCRIPTION BY I OMY2022 CD100s PEP 2 0MWM22 CDID% GJa 3 05131R023 COIDO, ESF 4 OWS'1023 CD100c KJ 18 ISSUE DATE 09/25/2023 ISSUED FOR PERMIT R ISAVNX 1 1OF—FORANYPERSON, UNLESS THEY ARE AOTLND UNDER THE OREC— OFA LICENSED PRDFESSIONAL DICIo' TO ALTER THIS —.— SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 SHEETTITLE SITE DETAILS SHEET NUMBER C3-02 22 CHARGING STATIONFOUNDATION (SEE NOTE 1) HOUSEKEEPING PAD CONTRACTOR TO ENSURE I (SEE NOTE 4) CONCRETE FOUNDATION AND GRADE ARE FLUSH A A EXISTING GRACE — CHARGING STATION BASE PATE (SEE DETAIL 17 ON SHEET C3-OZ CHARGIN3 STATION FOOTPRINT L INSTALL 12' COMPRESSIBLE JOINT FILLER WHERE FOUNDATION ABUTS EXISTING �EVCS PAVEMENT OR CONC. PAD(TYP.) 7MAX. 6-CONC.PADTOBE CONTRACTOR UTIUZED IN RAISED TO ENSURE LANDSCAPEISLANDSTO STA,IS [WIN. CONNECT FND.TOBACKOF INSTALLED EXCURB.CONTRACTORTO PLUMB .S— . VERIFY PAD IS FLUSH WITH FND. AND CURB a 1 EVCS ANCHOR(TYP.) ¢ (SEE NOTE 3) �3 e REBARCONFIGURATION • PER DETAIL W r¢_ CONCRETE FOUNDATION FOUNDATION SHALL BE INSTALLED ON A COMPACTED BASE MATH 1FT MINIMUM DEPTH OF FREE DRAINING AGGREGATE FILL NOTES 1. SEEDETAIL 30-FOR FOUNDATION VARIABLES. NOTES. 2 EXISTING GRADE AROUND EVCSS INSTALLED IN ISLANDS CAN BE GRASS OR FILLED WTH 1. SEE DETAIL 3D- FOR FOUNDATION VARIABLES. REINFORCED CONCRETE AT NO IT D.C. PROVIDE I/C COMPRESSIBLE JOINT FILLER AND 2 SEE DETNL24-FORPA MNGLOTINBFALLATIONS. POURED SEPARATELY. 3. SEE DETAIL 29-FOR PARKING GARAGE INSTALLATIONS. 3. KHA IS NOT RESPONSIBLE FOR THE DESIGN OF EQUIPMENT ORANCHORAGETO THE 4. CONTRACTOR TO ENSURE HOUSEKEEPING PAD DOES NOT EXTEND BEYOND THE FOUNDATION. ANCHORAGE SHALL BE PROVIDED BY THE EOUIPMENT MANUFACTURERAND FOUNDATION PERIMETER. ARE ASSUMED TO BECAST-IN-PLACE PER MANUFACTURER RECOMMENDATIONS. SCALE SCALE SCALE SCALE V4 EVCS FOUNDATION N-TB- 23 V4 EVCS FOUNDATION SECTION A -A N.T.S. 24 NOT USED N.T.S. 25 NOT USED N.T.S. 26 EVCS PAD FOUNDATIONS WIDTH THICKNESS RESAR REBAR REUAR OTY. CONFIGURATION (TIT) (n LAYERS SIZE (PER LAYER) 4 3.25 250 2 f15 4 NOTES 1. FOUNDATION WAS DESIGNED IN ACCORDANCEWITH MIS INTERNATIONAL BUILDING CODE (IBC), ASCE 7-16, AND ACI 316-14. 2 PRESUTAPTIVE SOILS WERE ASSUMED PER NIB IBC TABLE t60S.2. 3. FOUNDATIONSHALLBEINSTALLEDDNCOMPACTEDSUBGRADEVMHBASEKITHIFT y MINIMUM DEPTH OF FREE DRAIMNG AGGREGATE FILL (UNLESS OTHERIMSE SPECIFIED). 4. VOLTA V4 ELECTRIC VEHICLECHARGING STATION (EVCS) MAY BE ROTATED AS NEEDED ON PROPOSEDFOUNDATION BLOCK 5. ALL EQUIPMENT ANCHORAGE MUST BE CASI`414PLACE ANCHORAGE SHALL BE INSTALLED PER MANUFACTURER SPECIFICATIONS N SCALE SCALE SCALE SCALE 5 NOT USED 27 NOT USED 28 NOT USED „29 EVCS VARIABLE FOUNDATIONS TABLE 30 WALL (MODULAR BLOCK) 31 I NOT USED 32 I NOT USED 33 I NOT USED Volta 155 DE HARD STREET SAN FRANCISCO, CA 94103 Kimley>))Horn New York 02023 KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK P.C. 1 N LEXINGTON AVE SURE 505 MITE PLANS. NY 10601 PHONE: (914)-36&9199 MAV.IOMLEY-HORN.COM REV DATE DESCRIPTION BY 1 03 2022 CD100, PEP 2 OM(NM22 CDM0 GJB 3 OBKI= CDI00, ESF 4 0?252023 CDIW. KJI ISSUE DATE 09/25/2023 ISSUED FOR PERMIT RGAVgIATION OF ACTINAC fOP ANYPEP UNLESS THEY A.RE G UNGER THEE ORECTI(YJ OFA IICFN5E0 PPOFESEIO.NAI QIGNEER, TO ALTER IRIS DOfiIMQrt. SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 SHEETTITLE SITE DETAILS SHEETNUMBER C3-_ 34 EXTERIOR AREA FOR ELECTRICAL EQUIPMENT (4) #3I0 ANG • (1) #4 A— NEW SCOV 2NA FUSED GND IN 2-1?CONDUIT NEMA 3R SERVICE RATED LOCATION OF METER TO BE DISCONNECT SNITCH COORDINATED 3NITH UTILITY. PROPOSED 480V POLE -MOUNTED UTILITY TRANSFORMER (4) 9310 AM IN L- r— — — — — — — ICHARGER AUXILIAR POWER I POWER LEVCS 03 CONDUIT SECTION 0 L _ — — — UXIUAR CHARGER PoSYER POVI_R EVC502 #8 A%NG GEC TO WC X S COPPER CI -AD GROUND ROD COVWRSEC11Uf (4) *310 AVrG • (1) 04 ANG GND IN 2-1/2- CONDUIT 150KVATRANSFORMER 2 SETS OF (4) OWD ANG r (1) K2 RNG GND EACH IN 2-1/I CONDUIT NEWPANELWV NEMA 3R RATED 400A MCB 20SYT120V I I II 'CHAIR I I I I I —IT EECTlOr4 EE Cr i I I I � II I I �`PO;�� "aowEaY I I I II I I i LEY�BDS _ _ J L cwlwR sErnoN Lr I I I UYJUAR I PWERR POWER I PANEL NOTE CIRCUIT BREAKER LOCATIONS ARE 5HONN FOR GRAPHICAL PURPOSES ONLY. SEE PANEL SCHEDULE FOR SPECIFIC CIRCUIT NUMBER AND LOCATION ON PANEL. Z I AU%ILIARY I CHARGER _ PoV.ER FON'ER _EVCS CO CONDUIT EEMWG CHARGER AU%Il1AR I POWER PVrER I GENERAL NOTES 1. ALL ELECTRICALWORKAND RELATED ACTIVITIES PERFORMED ON SITESHALL BE DONEIN ACCORDANCENITH NATIONAL ELECTRICALCODE(NEC) STANDARDS BEING ENFORCED BY ALL APPLICABLE JURISDICTIONAL REQUIREMENTS AT THE TIME OF CONSTRUCTION. 2 ANY PAVEMENT DAMAG ED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR TO PRE -CONSTRUCTION CONDITIONS OR BETTER 3. CONTRACTORSHALL USE THNM COPPER CONDUCTORS. 4. CONTRACTOR SHALL USE EMT INSIDE AND OUTSIDE ABOVE GRADE NMERE NOT SUBJECT TO DAMAGE CONTRACTOR SHALL USE RGS INSIDE AND OU-SIDEABOVE GRAOEMERESUB)ECT TO DAMAGE CONTRACTOR SHALL USE PVC SCHEDULE SOUNDER PAVED OR SIDEWALK AREAS AND PVC SCHEDULE a IN DIRT OR LANDSCAPED AREAS. 5. SEE SHEETS Cl-00 AND 02-00 FOR CONDUIT STUB UP LOCATIONS. 6. CONTRACTOR TO LOCATE JUNCTION BOX LINE BOX (LB). OR APPROVED ALTERNATIVE FOR SITE SPECIFIC RUN LENGTHS AND BENDS. Pa.N SCNeOak Pfmvu4 PaxIN lneovl e]Ea:anEHavetl Mee Vole. FWre.4 Ftriz.W NEI%)20V WG 0]A LCB 44n PIC'l6k BfacM1HC.ek r1lKE6w.-]R MTG. Fth EI d d iD0A,PFraea. fraM Bar.lxk Cwa. Pa,l Gad OesvTdmolLuR Sore]__ esker Pole. W _ _ e a �__-CKi 1b CKT W.-- B -.._b the I_F4ealxtP, Dacrµm cf Loki 3arM SPACE _p _._ 1 ..dD — See Note ]'I 60 2 LHARGCIOSTATIONEMS02 pGSTATION CHARGINGSTATIONEVC501 60 2 See Nob] 48B b➢ ] S 4 LLD CHGINGSTATION0] AREVL5 60 2 —Nob] 460 T 1 SPACE See Nob] 450 60 S t2 460 YO ye Nae ll,. 60 2 CHAR0010 STATION EVL504 CHARGING STATION EVCS 01 20 SPATESee eHARmxa STATION Evesm da 1 see xob] sD -Is to 4aa 1 NN43 0 2 CHARGMG STATION MSN CNARGINO STATION EVCSM 60 2 5!l Note] 44➢ 46D 1T 19 t6 20 41D I K0 ..NUI]I 60 2 CHARG04GSTATIOx EVC506 CHARGING STATION EYCSM t eb] GO T 22 6D 1 See Not!]'. 20 1 LHARO0IGSTAnONEVL504 CHARGING STATION MS OT 60 2 IBee Nob] 4aD 46D 9 ZS 21 2G 1 See . ]20 1 LHAROW06TAn.. E-S06 BPPLE LHARG04O STATION EYC50T 20 1 Sec Nobi 1 50 ZT 28 SPALE SPALEI 3 >0 N See... ]i 20 1 LHARG04G STATION EVCSN A1. ToOI 'Pluse 1aa.D NRD txio -a1sD.D 1 .. n4.a TtlNAWsn J4rRAs. 1. Ccry .w M'A R✓oe'1: 9r.B 2 Danmd KVA B—) 1224 ] See Sb` Dim T—bcadcla sa 4PA 12COn0=V1IW1 doPTOFie Per(harcinR StaOan �ITSTT 1T6Ff-20©'T 200Ff-255FT 255R-2TSFT 2MFT320R 321YTi0.iT LDFr-WOIT 4<DFi-S1f1Fi StOFT-635R 63YT-TDO.T AYT-®ffT (21RIAIVGr (2)N4 AWG• (2)#3AWG• 121A2—Gr III NIAWG• (2)REAV/Gr (2)41NA\LG• (2)IIVOAWG• (2)12/OAWG• 121A3/OAVIG• 121R3/DA=. (21 tl12AWG• (11AIDA'NG• (21AIOAY.G• D)6LDAWG• (2)6'BANC• (2)60AVAir 1216]A\YG• (21 P6ALVG. 12)x6ASW (2)A6AWG. (211:dA1'JG. IL LG ANDGND It""",G GND I] #4AWGGND 1 a4AWGGND 11 e4ASl -D I11 WASVGGND 11Il3A%V GND NI53ASVGGI4 N)R2AWGGND 11 #1 AWGG140 (1)el A35GCND VOLTAGE OROP TABLE NOTES L CONTRACTOR SNAU. BE RESPONSIBIE FOR DE-gATINGCON0IK'rORS VMEN 40A 1.10RECI.RMNTCARRIIKGCONDUCrORS AM CARRIED IN THE SOMECONDUITPER THE NEC. 2 THEDISFANCESINTHISTABUARETOTALDE NCB,NDTMq MfRADISTANCB.If4UW-VERTIULRUNSANOIUNCnONWXNILUNGLNINTNETOTALCONDU ORDISTANCE i 3VHEN )X1RET16W ONECHARCING STATION ORCLATCONDUCTORSARE IN A CONDW ME ONLY ONE SHARED EQUPA£NT GROUND CON X.ICTOIL 4. MEN INSTAW NG xXAWG OR LARGTACOHDIIWDL CIOM FROM THE POSOURCETO EVB. INCLUDE MULTICONDDCTORTAPS IN TIIECLOSEST )UNCTION BOX PRIOR TO ENTERING THE EVCS OR IN THE NB IT6[1f SOTHAT FBALS'G CONJUROR$ CAN OE T[RM1NAlED IN THE EVCi Conduit Schedule Conduit Section Conduit k Conduit Site Conductors InStallati-Method A 1 2" (See Voltage Drop Table) Trench B 1 2" (See Voltage Drop Table) Trench C 1 2" (See Voltage Drop Table) Trench D 1 2" (See Voltage Drop Table) Trench E 1 2" (See Voltage Drop Table) Directional Bore F 1 2" (See Voltage Drop Table) Directional Bore G 1 2" (See Voltage Drop Table) Trench H 1 2" (See Voltage Drop Table) Trench V oiia 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 LENNGTON AVE SUITE SU5 "HrTEPLAINS. NY 10001 PHONE: (9141-3M9199 N ..IOML.EY-HORN.COM REV DATE DESCRIPTION BY 1 OSI032022 CD100s PEP 2 OEI102022 CD100S GJB 3 OM12023 CD1C06 ESP 4 09R52023 N1COS KA ISSUE DATE 09/25/2023 ISSUED FOR PERMIT SOP NE P~ T* i N S� 094810 �i 09/l5/1019 ITMA—ATICN GF—FOR ANY PERSON, UNLESS of EY ARE ACTNG UNDER THE UNECTICx OFF DCENSED PROFESSIONAL ENOP-11,TOAL 11.1]00CUMEM. 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 48'REMOVAL EXISTING SURFACE 24'TRENCH GENERAL CONTRACTORS TO REPLACE EXISTING TOP SOIL NOTES A SURFACING MATERIAL TO 1. A NATIONALLY RECOGNIZED TESTING LABORATORY SHALL LIST ALL EQUIPMENT IN g ________________________'� MATCH EXISTING COMPLIANCE VATH gRT110.3. ~ �`/ CAUTIONARY TAPE 2. ALL EXTERIOR EQUIPMENT SHALL BE RAIN TIGHT AND APPROVED FOR USE IN WET CONDITIONS. �w `•�\---- _ _-� ---_-_-_-_ 3, ALL CONDUCTORS SHALL BE PROVIDED TH STRAIN RELIEF UPON ENTRY INTO NWITH OON `� �„ COMPACTED BACKFlLL WITH SATISFACTORY ENCLOSURES. 4. EACH UNGROUNDED CONDUCTOR SHALL BE IDENTIFIED BY PHASE AND SYSTEM PER ART H �� •�_ -j ---_----- -- =_= '%� NATIVE OR IMPORTED SOIL TO 96%PROCTOR 210. 6. ALLMETALUCCOMPONENTS SHALL BE GROUNDED VIA EQUIPMENT GROUNDING CONDUCTORS-y/�'�UNDISTURBED zV E:-------------- ----------- SOIL HARINUNITS 6. CHARGING UNITS ARE EQUIPPED IMTH AN INTEGRATED CONTACTOR TO PREVENT BACK ' '\ COMPACTED SAND BED FEEDING OF POWER TO THE SOURCE 7. CONTRACTOR TO FIELD VERIFY MAIN FEED BREAKER SUPPORTING DISTRIBUTION PANEL IS .•;'� ��� (SEE NOTE IJ APPROPRIATELY SIZED TO 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 AUX AUXILIARY BLDG BUILDING STRUCTURE CONC CONCRETE Cu COPPER DC DIRECT CURRENT EGC EQUIPMENT GROUNDING CONDUCTOR In EXISTING EMT ELECT MCMETALUCTUSING EV ELECTRIC VEHICLE EVSE ELECTRIC VEHICLE SUPPLY EQUIPMENT GALV GALVANIZED GND GROUND HDG HOT DIPPED GALVANIZED I CURRENT KVA KILOVOLT AMPERE KW KILOWATT M METER MAX MAXIMUM MIN MINIMUM N NEUTRAL NEC NATIONAL ELECTRIC CODE NTS NOT TO SCALE (N) NEW OC ON CENTER PI- PROPERTY LINE PVC POLYVINYL CHLORIDE RMC RIGID METALLIC CONDUIT SCH SCHEDULE SS STAINLESS STEEL TYP TYPICAL V VOLT W XFMR WATT TRANSFORMER POWER NOTES 1. LEAN CDNCRETEREDCOLOREDTOP, MAY BE USED IN PLACE OF COMPACTED SAND. 2 BURY CONDUITS 36' MINIMUM BELOW FINISHED GRADE 3. ALLPVCSVEEPSTOBEAMINIMUM36'SWEEPS. 4, CONDUIT SIZES PER CONDUIT SCHEDULE NOTE: EXACT CONDUIT DIAMETERS MAY VARY UPON INSTALLATION. REFERENCE CONDUIT SIZE PER THE CONDUIT SCHEDULE I POWER TRENCH 1—�- 2 1 BORE SECTION 3 1 NOT USED I- 4 1 TRANSITION FROM PVC TO RMC FOR ANY EXPOSED CONDUIT AT GRADE TIOT STUB�UP� 3.C. EXISTING GRADE — AL NOTES ELECTRIC. 1. ALL ELECTRICAL WORK AND RELATED ACTIVITIES PERFORMED ONSRE SHALL BE DONE IN \\1 ACCORDANCE WITH NATIONAL ELECTRIC CODE (NEC) STANDARDS BEING ENFORCED BY ALL APPLICABLE JURISDICTIONAL REQUIREMENTS AT THETIME OF CONSTRUCTION. 2 UTILITY EQUIPMENT INSTALLATIONS AND PREP WORK SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY ENGINEER AT TIME OF PRECONSTRUCTION MEETING TO ENSURE PVG CONDUIT ACCURACY OF INSTALLATIONS. FOR POWER tl 3. CONDUIT PATHS ARE REPRESENTATIVE ONLY. EXACT CONDUIT PLACEMENT TO BE NOTE. DETERMINED ON SITE BASED ON FIELD CONDITIONS. 1. EXACT CONDUIT DIAMETERS MAY VARY UPON INSTALLATION. REFERENCE CONDUIT SIZE PER 4. PRIOR TO DRIVING, CONTRACTOR SHALL VERIFY THICKNESS OF EXISTING CONCRETE WALL THECONDUIT SCHEDULE. 'n IS AT LEAST T AND THAT 6- ANCHOR EMBEDMENT CAN BE PROVIDED. 2CONTRACTOR SHALL ENSURE THAT BORE PIT IS BACK FILLED PER APPROVED METHOD UPON o COMPLETION. SCALE SCALE SCALE ELECTRICAL NOTES S ABBREVIATIONS 1 NOT USED N.T.S. 5 NOT USED N.T.S. 6 BORE PIT N.T.S. 7 O JUNCTION BOX SHALL BE POLYMER LID SHALL BE 1. CONCRETE CONSTRUCTION TIER 15 RATED L o I NON-SIODISURFACE CONCRETECOLLAR ELEC CLASS A3 ZI 0 - A C A A LIFT RING OR SLOT TOP VIEW COVER DETAIL NOT USED NOT USED CONCRETECOLLAR 1 , CLASS A3 li—�I IF EX. GRADE ,. GROUNDING \.J ELECTRODE � OPEN 3' COMPACTEDSOIL yam; BOTTOM AROUND SIDES OF BOX :! iv i ,#8,AGAGGREGATEPLACED UNDER ENTIRE BOTTOM OF BOX SECTION VIEW NON -TRAFFIC RATED JUNCTION BOX NOT USED V011a 155 DE HARO STREET SAN FRANCISCO, CA 94103 im ey>>> Hor j O 2M KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCH ITECTURE OF NEW YORK. PC 1 N LEXINGTON AVE SURE S05 W 11` PLAINS. NY 10601 PHONE: (914)J6&9199 VftWKIMLEY-HORN.COM III�I���E�!ILF,U0��IY Ill�li�fiI�® III,IIIIIIII,—III, III,IIIIIIII,—III' III,IIIIIIII,—_III, J_IIIIIII■-- ISSUE DATE 09/25/2023 ISSUED FOR PERMIT of NE P m{ � Y m2 N� 09J010 �«sstol'TY IT GAVKKATIxt OF WFORANYPEXSCN. UNLESS THEY AXE ACTNG UNDER ME OWEUION OF A LICENSED PROFESSIONAL DI-EH.TOALTEX THIS OOCUNEM. SIX FLAGS THE GREAT ESCAPE PHASE 1 1172 U.S. 9 QUEENSBURY, NY 12804 SHEETTITLE ELECTRICAL NOTES & DETAILS SHEET NUMBER E2-00