2024-0080 Volta Charging Station #5aLl -
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ZONIIN'G OFFICE
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SIX FLAGS THE GREAT ESCAPE PHASE 1
1172 U.S.9
QUEENSBURY, NY 12804
TOWN OF QUEENSBURY
TAX ID: 295.8-1-3
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ITEM TASK YES NO WA THESE DRAWINGS WERE PRODUCED WITHOUT THE EEFEFIT OF VOLTA PROPOSES: APPLICANT: PROGRAM MANAGER:
CURRENT LAND SURVEY OR TITLE DOCUMEMSITTLE COMMITMENT. ALL ML�ENGINEERING AND MLEY-HORN NENGNEE SAND
i CONTACT 811 UTIUTY PRIOR TO EXCAVATION WORK PROPERTY LINES, EASEMENTS. SETBACKS, DO STINGINFRASTRUCTURE 8 ELECTRIC VEHICLE(EV) CHARGING STATION FIXTURES TO BE LANDSCAPE ARCHITECTURE OF NEW YORK P.C. LANDSCAPEARCHITECTUREOPNEWYORKP.G.
ANDTUU:DOCUMENTSSHALL BE VERIFIED PRIOR TO START OF LOCATED IN PROPOSED STRIPED ISLAND AREAS AND EXISTING 1 N LEXI NGTON AVE, SUITE 505 CONTACT. RYANGRAM, P.E
2 NOTIFY VOLTA& KIMLEYHORN OF ANY DISCREPANCIESW PLANS OR POTENTIAL CONFLICTS. CONSTRUCTION. KIMLEY-HORN AND VOLTA DO NOT GUARANTEE THE LANDSCAPED ISLANDS THAT ARE ADJACENT TO ON -SITE WRITE PLAINS, NY 10601 PHONE (615)554-2855
ACCURPCY OF SAID PROPERTY LINES, EASEMENTS, SETBACKS, OR PARKING SPACES AND PART OF AN EXISTING SIX FLAGS AT THE CONTACT DEAN APOSTOLERIS EMAIL RYAN.GRAM@KIMLEY-HORN
3 VERIFY ALL FIELD CONDITIONS PRIOR TO START OF CONSTRUCTION IN ACCORDANCE WITH THESE PLANS. EXISTING INFRASTRUCTURE PROPERTY. THE EV FIXTURES ARE CUSTOMARY ACCESSORY PHONE (9M 368-9199
4 INSTALL WORK AREA PROTECTION MEASURES. AND I NCIDENTAL TO THE DUSTING COMMERCIAL USE AND EMAIL DEAN.APOSTOLERIS@MMLEY-HORN.COM CIVIL ENGINEER:
COMRALTCR I$RE$PON$IBLEFOR VERIFYING ALL FIELD CONDITIONS SOLELY FOR THE EENEFIT OF CUSTOMERS VISITING THE STORE yOLTA REPRESENTATIVE: ML -HK -Y- O ,a N.—'N.AND
5 FIELD LOCATE EXISTING UTILITIES AND CROSSINGS& VERIFY NO CONFLICTS WIPROP05ED INFRASTRUCTURE AND ISTO ALERT THE ENGINEER AND VOLTA OF ANY DISCREPANCIES THE FIXTURES ARE LOCATED TO PROVIDE PRIORITY PARKING VOL A LANDSCAPE ARCHITECTURE OF NEWYORK P.C.
PRIOR TO STARTING CONSTRUCTION. CONTRA CTORTOCOORDINATE FOR PATRONS WITH EVS AND DISPLAY VISIBILITY ALONG THE 155 DE HARD STREET COMACT DANIEL LOFRISCO. P.E.
6 FIELD VERIFY ALL STALL DIMENSIONS AND EQUIPMENT LOCATIONS- WITH VOLTA PIA FOR ALL FINAL PLACEIAEMSOFINFRASTRUCTURE INTERIOR CIRCULATION AISLEFOR SHOPPERS. THERE ARE NO SAN FRANCISCO. CA 84103 PHONE (973)-020-0182
PROPOSEDCHANGESTOTHE EXISTING TRAFFIC CIRCULATION CoNTACT. RICHARDSCHNIPKE EMAIL' DAN.LOFRISCO@MMLEY-HORN.COM
7 CONFIRM ALL ADA AND LOCAL REQUIREMENTS ME MET. AT THE PROPERTY. PHONE (740)9551342
SURVEY LIABILITY STATEMENT EMAIL RICHARD.SCHNIPKE@VOLTACHARGING.COM ELECTRICAL ENGINEER:
8 ESTABLISH TEMPORARY CONSTRUCTION ACCESS(ES). ML -HD N NON NG AN
9 IMPLEMENT AND MAINTAIN EPSC CONTROL MEASURES PER LOCAL REQUIREMENTS ALL WORK AND MATERIALS $HALL BE PERFORATED AND INSTALLED IN SITE PARTNER: LANDSCAPE ARCHITECTURE OF NEW YORK P.C.
ACCORDANCE\MTH THE CURRENT EDITIONS OF THE BUILDINGI SIX LAGS N ANMETR CORPORATION CONTACT JEFFERY SALLEE. P.E.
10 LOCATE VERTICAL AND HORIZONTAL UTILITIES PRIOR TO BORING. DWELLING, STRUCTURAL, PLUMBING, MECHANICAL, ELECTRICAL. AND C 72 U.S. 9 PHONE' JEFF 213A635
FIREA-IFE SAFETY CODES AS ADOPTED BY THE LOCAL GOVERNING QUEENSBURY. NY 12&04 EMAIL' JEFFERY.$ALLEEQMMLEY-HORNCOM
11 PROVIDE PROPOSED UMTS OF ASPHALT OVERLAY SKETCH TO MMLEY-HORN& VOLTA OF NEEDED), AUTHORITIES NOTHING IN THESE PLANS IS TO BE CONSTRUCTED TO CONTACT- JOE MARTINEZ
PERMITWORKNOT CO NFORMING TO THE LOCAL GOVERNING PHONE (518)-5832197
12 SEEDS STABILIZEALL DISTURBED AREAS AFTER FINAL GRADING. AUIHORITIESCOOES. EMAILJVMARTINEZ@SFTP.COM
CONTRACTOR VERIFICATION CHECKLIST CODE BLOCK PROJECT DESCRIPTION PROJECT TEAM
t SHEET NUMBER SHEETTITLE
iCO-00 COVER SHEET
�I t �f �. . • `� CO-01 GENERAL NOTES
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• C9 - 1 CO-02 VOLTA STATION OVERVIEW
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Cl-01 OVERALL SITE PLAN
C2-00 ENLARGED SITE PLAN EVCS 01-04
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SITE- .' _' 17O'� : \`� 1'.+� C2-01 ENLARGED SITE PLAN EVC50508
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Et-00 ELECTRICAL ONE LINE DIAGRPMBPANEL SCHEDULE
E2-00 ELECTRICAL NOTES& DETAILS
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volta
155 DE HARO STREET
SAN FRANCISCO, CA 94103
Kimley>>> Horn
New York
O 2023 KIMLEY-HORN ENGINEERING AND
LANDSCAPE ARCHITECTURE OF NEW PORK P.C.
1 N LEXINGTON AVE SURE 505
WHITE PLAINS, NY 10601
PHONE: (914)J6B-9199
WM W.KIMLEY-HORNCOM
REV
DATE
DESCRIPTION
BY
I
OSI032022
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05130.2022
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05/312023
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092S2023
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ISSUE DATE
09/25/2023
ISSUEDFOR
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SIX FLAGS THE
GREAT ESCAPE
PHASE 1
1172 U.S. 9
QUEENSBURY, NY 12804
SHEET TITLE
COVER SHEET
SHEET NUMBER
CO-00
GENERAL NOTES:
1. VOLTAIMLLPRC) DE AN INSTALLATION GUIDE 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
EXCAVATIONWORK
3. ALL PAVEMENT, LANDSCAPING, UTILITIES. AND OW.4ERPROPBMT14ATISDAMAGEDORAFFECTEDBY
CONSTRUCTION SHALL BE RETURNED TO EXISTING CONDITIONS OR BETTER AT THE CONTRACTORS
EXPENSE
4. PROPOSED PAVEMENT STRIPING SHALL LINE UPW4TH EXISTING STRIPING WMEREVER POSSIBLE
ADDITIONAL PAVEMENT STRIPE IS NOT NECESSARILY PARALLEL TO THE CONSTRUCTED CHARGING
ISLAND.
5. THIS ACCESSIBILITY REVIEW WAS UNDERTAKEN TO IDENTIFY DESIGN FEATURES OF THE PROJECT THAT
MAYBE CONSIDERED BY GOVERNMENTAL AGENCIES OR DEPARTMENTS, OR NONGOVERNMENTAL
GROUPSTO BE NON�COMPUANT WITH THE AMERICANS WITH DISABILITIES ACT OF 1990. REVISED M10 ADA
REGULATIONS AND STANDARDS. THE AMERICANS WITH DISABILITIES ACT OF 1990IS A FEDERAL CIVIL
RIGHTS LAW. THEREIS 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 W1TH ACCESSIBILITY LAWS, CODES, AND STANDARDS AND THE WORKING
INVOLVEMENTTODEVELOPACCES NUSTANDARDSTHATWLLMEETOREXCEEDTHEAPPLICASLE
FEDERAL GUIDELINES. ACCORDINGLY, NO CLAIMS OR WARRANTIES, EXPRESSED OR IMPLIED, ARE MADE
THAT IN PREPARING THIS PLAN AND PROPOSING RECOMMENDATIONS, THAT ALL POSSIBLE BARRIERSTO
ALL PEOPLE HAVE BEEN IDENTIFIED.
E CONTRACTOR SHALL ACHIEVE A MINIMUM OF I% BUT NO MORE THAN A 2% SLOPE IN ANY DIRECTION
WITHIN ADJACENT ACCESSIBLE SPACE AND BLEND ASPHALT OVERLAY TO EXISTING GRADES AS
REOUIRED. CONTRACTOR SHALL PROVIDE A SKETCH TO VOLTA OF PROPOSED UNITS OF ASPHALT
OVERLAY TO ACHEVETHIS REQUIREMENT PRIOR TO BEGINNING PAVEMENT WORK
7. ACCESSIBLE EV STALLS WERE DESIGNED BASED ON EXISTING CONDITIONS AND WITHOUT THE BENEFITOF
SURVEY DATA ALL ADA AND LOCAL REQUIREMENTS INCLUDING BUT NOT UMITED TO SLOPE AND SPACING
SHALLBE CONFl RMED BY THECONTRACTOR AND MET AT THETIME OF CONSTRLK:TION.
8. CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES IN ACCESSIMURY PRIOR TO
CONSTRUCTION.
9. UNDER NO CIRCUMSTANCE ISTHE CONTRACTOR TO DISRUPT ANY OPERATIONS AT THE SITE HOST
LOCATION INCLUDING BUT NOT LILTEDTO CUSTOMER DISRUPTION. UTILITIES, AND INFRASTRUCTURE
JM CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT WORK AREAS WITH CONES ANDIOR BARRICADES AT
ALLTIMEB
EROSION CONTROL & GRADING NOTES:
1. ADDITIONALEROSION CONTROL DEVICESTO BE USED AS REQUIRED BY LOCAL INSPECTOR
2 DISTURBED AREAS LEFT IDLE FOR FIVE DAYS, AND NOTTO FINAL GRADE WILL BE ESTAMISHEDTO
TEMPORARY VEGETATION MULCH, TEMPORARY VEGETATION OR PERMANENT VEGETATION SHALL BE
COMPLETED ON ALL EXPOSED AREASNTHIN 14 DAYS AFTER DISTURBANCE ALL AREAS TO FINAL GRADE
WALL BE ESTABLISHEDTO PERMANENT VEGETATION UPON COMPLETION
3. WHEN HAND PLANTING ,MULCH (HAY OR STRAW) SHOULD BE UNIFORMLY SPREAD OVER SEEDED AREA
VATHIN 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 VATH A HEIGHT OF TEN
FEET OR GREATER (DOES NOT APPLYTO RETAINING WALLS), AND CUTS AND FILLS WITHIN BUFFERS,
SHALL BE STABILIZED NTH THE APPROPRIATE EROSION CONTROL MATTING OR BLANKETS.
4. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE I NSTALLATIGN OF EROSION AND
SEDIMENT CONTROL MEASURES AND PRACTICES PRKIRTO,OR CONCURRENT WITH, LANMISTURSING
ACTIVITIES.
5. EROSION CONTROL MEASURES NLL BE MAINTAINED AT ALL TIMES. IFFULL IMPLEMENTATIONOFTHE
PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL ADDITIONAL EROSION CONTROL AND
SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT
SOURCE
6. SEEDALL DISTURBED AREAS UNLESS OTHERWISE NOTED AS PART OF THIS CONTRACT,
7. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTRUTIES BEFORE
COMMENCING WORK AND AGREES TO BE RESPONSIBLE FOR ANY AND ALL DAMAGES WMICH MIGHT
RESULT FROM THE CONTRACTORS FAILURETO EXACTLY LOCATE AND PRESERVE ANY UNDERGROUND
UTILITIES TO REMAIN THE CONTRACTOR ISTO NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES
AND/OR CONFLICTSW UH EXISTING OR PROPOSED UTIUTIES PRIOR TO PROCEEDING.
8. STOCKPILED TOPSOIL OR FILL MATERIAL IS TO BETREATED SO THESEDIMENT RUNHDFF WILLNOTCONTAMINATE SURROUNDING AREAS OR ENTER NEARBY STREAMS STOCK PILE LOCATIONS SHALL BE
COORDINATED NTH THE ENGINEER PRIOR TO GRADING ACTIVITIES EROSIDN&SEDIMENTCONTROL
PRACTICE SHALL BE INSTALLED PRIOR TO STOCKPILE OPERATIONS.
9. CONSTRUCT SILT BARRIERS BEFORE BEGINNING GRADING OPERATIONS.
10, MULCH AND SEED ALL DISTURBED AREAS AS SOIN AS POSSIBLE AFTER FINAL GRADING IS COMPLETED
(NTHIN IS DAYS OF ACHIEVED FINAL GRADES) UNLESS OTHERWISE INDICATED. CONTRACTOR SHALL
TAKE WHATEVER MEANS NECESSARY TO ESTABLISH PERMANENT SOIL STABIUZATION. STEEP SLOPES
(GREATER THAN 3:1) SHALL BE STABILIZED WITHIN 7 DAYS OF FINAL GRADING.
11. PROVIDE TEMPORARY CONSTRUCTION ACCESS(ES)AT THE POINT(S) MERE CONSTRUCTION VEHICLES
EXIT THE CONSTRUCTION AREA MAINTAIN PUBLIC ROADWAYS FREE OF TRACKED MUD AND DIRT.
12 DO NOT DISTURB VEGETATION OR REMOVE TREES EXCEPT WHEN NECESSARY FOR GRADING PURPOSES.
13. SEQUENCE OF CONSTRUCTION INCLUDED ABOVE IS A GENERAL OVERVIEW, AND IS INTENDED TO CONVEY
THE GENERAL CONCEPTS OF THE EROSION CONTROL DESIGN. THE CONTRACTOR IS SOLELY
RESPONSIBLE FOR DETAILED PHASING AND CONSTRUCTION SEOUENCING NECESSARY TO CONSTRUCT
THE PROPOSED IMPROVEMENTS INCLUDED IN THESE PANS. THE CONTRACTOR SHALL NOTIFY ENGINEER
IMMEDIATELY AND PRIOR TO CONSTRUCTION IF ANY ADDITIONAL DETAIL IS NECESSARY. CONTRACTOR IS
SOLELY RESPONSIBLE FOR COMPLYING WITH THE AHJ REQUIREMENTS.
AOA COMPLIANCE
1. CURB RAM PS ALONG PUBLIC STREETS AND IN THE P)BUC RIGHT-OF-WAY SHALL BE CONSTRUCTED BASED
ON THE CRY STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS.
2 PRIVATE CURB RAMPS ON THESITE O.E. OUTSIDE PUBLIC STREET RIGHT-OFWAY) SHALL CONFORM TO
ADA STANDARDS AND SHALL HAVE A DETECTABLE WARNING SURFACE THAT IS FULL WIDTH AND FULL
DEPTH OF THE CURB RAMP, NOT INCLUDING FLARES.
3. ALL ACCESSIBLE ROUTES, GENERAL SITE AND BUILDING ELEMENTS, RAMPS, CURB RAMPS. STRIPING, AND
PAVEMENT MARKINGS SHALL CONFORM TO ADA STANDARDS FOR ACCESSIBLE DESIGN, LATEST EDITION
4. BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY THAT SUITABLE ACCESSIBLE PEDESTRIAN
ROUTES (PER ADA AND FHA) MST TO AND FROM EVERY DOOR AND ALONG SIDEWALKS, ACCESSIBLE
PARKING SPACES ACCESS ISLES, AND ACCESSIBLE ROUTES. IN NO CASE SHALL AN ACCESSIBLE RAMP
SLOPE EXCEED 1 VERTICAL TO 12 HORIZONTAL IN NO CASE SHALL SIDEWALK CROSS SLOPE EXCEED 20
PERCENT. IN NO CASE SHALLLONGITUDINALSIDEWALKSLOPE EXCEED SOPERCENT. ACCESSIBLE
PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 20 PERCENT SLOPE IN ANY DIRECTION
5. CONTRACTOR SHALL TAKE FIELDSLOPE MEASUREMENTS ON FINISHED SUBGRADE AND FORM BOARDS
PRIOR TO PLACING PAVEMENT TO VERIFYTHAT ADA SLOPE REOUREMENTS 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.
SITC NOTES-
1. HORIZONTAL DIRECTIONAL DRILLING (HOD) OR OTHER TRENCHLESS METHODS AS APPROVED BY SITE
HOSE ARE THE PREFERRED METHODTO INSTALLCONDUIT BENEATH EXISTING PARKING LOTS AND PAVED
AREAS.
1.1. CONDURSHALLBE INSTALLED AT A MINIMUM DEPTH OF TWO AND ONE-HALF FEET (25)OR BELOW
THE FREEZE LINE WHICHEVER 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 LIMIT THE LENGTH OF BUILDING -MOUNTED CONDUIT. LOCATE RECEIVING PR
WITHIN ASPHALT PAVED AREA OR CONCRETE SIDEWALK AREA. RECEIVING PR SHALL NOT BE
LOCATED WITHIN THE UNLOADING PAD [SIX 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 LIMITED TO THREE FEET (37 BY THREE FEET (3) AND SHALL NOT
UNDERMINE THE BUILDING FOUNDATION, ENCLOSURES OR CONCRETE UNLOADING PAD.
1.4. BACIffILL EXCAVATIONS AND REPAIR PAVEMENT PER SPECIFICATIONS BELOW.
1.5. WHERE CONCRETE PAVEMENT. SIDEWALK ASPHALT PAVEMENT, CURBING. OR CURSING GLITTER IS
REMOVED.THENDTH OFT14E REMOVAL SHALL EXCEED THE ACTUALNDTHATTHETOPOFTHE
TRENCH BY TWELVE INCHES (17) ON EACH SIDE OF THE TRENCH, OR ATOTAL OF TWO FEET (Z)
WADER THAN THETRENCH.
1.e. TRENCHING THROUGH THE CONCRETE RECEIVING PAD AT THE REAR OFTHE STORE OR THE
DRIVE-THRU SLAB IS NOT ALLOWED. ONLY TRENCHING THROUGH MINOR CONCRETE INSTALLATIONS
SUCH AS SIDEWALKS NLL BE PERMITTED.
1.7. EXCAVATETRENCHES TO A DEPTH FOUR INCHES (4) DEEPER THAN BOTTOM OF FINISHED PIPE
ELEVATION.
1.8. THEBOTTOMWIOTHOFTHETRENCHSHALL SEASREOUIREDTO PERMIT CONDURTO BE PROPERLY
LAIN AND BACKFILL TO BE PLACED AND PROPERLY COMPACTED.
1.9. REMOVED PAVEMENT, CONCRETE AND EXCAVATED MATERIALS UNSUITABLE FOR USE AS BACKFILL
SHALL BE DISPOSED OFFSITE
1.10. SEDOINGANO BACKFILL MAYBE MATERIAL EXCAVATED FROM THETRENCH PROVIDED THAT IT IS FREE
FROM DEBRIS AND ROCKS LARGER THAN ONE AND ONE-HALF INCHES
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 0698.
1.12. COMPACTING EQUIPMENT SHALL BE OF SUCH DESIGN, WEIGHT, AND OUAUTY AS IS REQUIRED TO
OBTAIN THE DENSITIES SPECIFIED HEREIN OR INDICATED ON THE DESIGN DRAWINGS AREAS
INACCESSIBLE TO SELF-PROPELLED COMPACTING EQUIPMENT SHALL BE COMPACTED OR
CONSOUDATEDBY HANDOPERATED MECHANICAL TMIPERS OR VIBRATORS
1.13. RESTORE GRASS.LANDSCAPING. IRRIGATION AND ALL FEATURES TO THEIR PRECONSTRUGHON
CONORION.
2 ANY UTILITIES. PAVEMENT. IRRIGATION. LANDSCAPING OR OTHER SITEFEATURES DAMAGED OURING
CONSTRUCTION SHALL BE REPAIRED BY EV CHARGING STATION VENDOR TO SITE HOST SPECIRCATION 2.1. WHERE LANDSCAPING IS IMPACTED, IT IS THE RESPONSIBILITY OF EV CHARGING STATION VENDOR TO
REPOSITION OR PROVIDE NEW LANDSCAPING WITHIN THE SITE HOST PROPERTY TO ENSURE
COMPLIANCE WITH ANY CODE REQUIREMENTS.
22 WHERE PARKING LOT. SIDEWALK OR OTHER PAVED AREAS ARE IMPACTED OR DAMAGED, IT IS THE
RESPONSIBILITY OF THE EV CHARGING STATION VENDOR TO REPAIR THE AREATO LIKE NEW
CO ORION. REPAIR SHOULD EXTEND BEYOND DAMAGED AREA TO NEAREST CLEMI BREAK THAT
ALIGNS WITH ARCHITECTURAL BREAKS, MATERIAL JOINTS, PAVEMENT MARKINGS, ETC.
3 MEREAPPUCABLEUTILITYSERVICEPROVIDER TO USE SITE HOST APPROVED ROE (RIGHT OF ENTRY)
AGREEMENT. SITE HOST PROGRAM MANAGER NLL PROVIDE TEMPLATE WHEN NECESSARY.
4. ASPHALT PAVEMENTREMOVAL AND REPLACEMENT
4.1. SAWCUTTHE PAVEMENT TO NEAT, STRAIGHT LINES TO THE FULL DEPTH OF THE PAVEMENT.
PAVEMENT REMOVAL SHALL EMEND A MINIMUM OF TWELVE INCHES (12) BEYONDTHE EDGES OF THE
REMOVAL AREA ANY OTHER PAVEMENT AREAS DAMAGED DURING REMOVAL SHALL ALSO BE
REPAIRED OR REPLACED AS NECESSARY
42 REMOVETHEPAVEMENTNUT THODAMAGING THE PAVEMENT THAT ISTO REMAIN IN -PLACE.
4.3 IF BASE REPLACEMENT IS REQUIRED. COMPACT THE INSTU SOILSTO NINETY-FIVE PERCENT (95%)
ASTM D598 AND PLUS OR MINUS TWO PERCENT (2%) OF OPTIMUM MOISTURE CONTENT. REMOVE AND
REPLACE NJY UNSUITABLE IN -SITU SOILS.
4.4. PLACE AND COMPACT BASE MATERIAL TO NINETY-FIVE PERCENT (95%) C F ASTM D698.
4.5. APPLYPRIMECOAT TO AGGREGATE BASE IN COMPLIANCE WITH THE DOT SPECS. PRIME COAT SHALL
NOT BE APPLIED MORETHAN 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 NLL REMAIN INPLACE
4.7. RACE AND COMPACT HOTWJX ASPHALT.HOT-MIXASPHALT THICKNESS SHALL BE THE GREATER OF
THE IN -PLACE ASPHALT ORTHREE AND ONE-HALF INCHES (3.5). ASPHALT MIX DESIGN SHALL BE BY
THECONTRACTOR
4.a PLANT MIXED ASPHALT BASEONDER COURSE PROVIDE ONE COURSE LAID TO A MINIMUM
COMPACTED THICKNESS OF TWO INCHES (2).
4.9. RANT MIXED ASPHALT SURFACE COURSE PROVIDE ONE COURSE LAID TO A MINIMUM COMPACTED
THICKNESS OF ONE AND ONE-HALF INCHES (1-12).
4.10. FOR SMALLER JOBS, R MAY NOT BE FEASIMETO INSTALL BINDER AND SURFACE COURSES, IN MUCH
CASE SURFACE COURSE RACED AND COMPACTED IN TWO LIFTS, NLL BE ACCEPTED.
4.11. 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
RAKED TOWAROS THE EDGES.
4.12. THE FIRST PASS OF THE ROLLER OR COMPACTION EQUIPMENT SHOIAD BE ALONG THE EDGES OF THE
PATCH TO PROPERLY FORM THE JOINT. THE ROLLER VMEEL OR COMPACTION EQUIPMENT SHOULD
OVERHANG THE EXIST NG PAVEMENT ONTO THE PATCH BY SIX INCHES In. AFTER THE PERIMETER OF
THE PATCH HAS BEEN COMPACTED BEGIN TO V40RK TOWARDS THE CENTER OF THE PATCH WITH
SUCCESSIVE PASSES OFFSET BY SIX INCHES In.
4.13. THE CONTRACTOR SMALL UTILIZE THE APPROPRIATE HEAVY COMPACTION EQUIPMENT TO ACHIEVE
THE REQUIRED COMPACTION OFTHE ASPHALT.
4.14. SEAL THEAREA AROUND THEEDGESWTTHANELASTOMERICLIOUIDASPHALT SEALERTO PROTECT
AGAINST WATER INFILTRATION, INCLUDING ANY INADVERTENT OVERCLTS DURING THE SAW CURING
PROCEDURE
PROJECT LEGEND:
e
DETAIL NO.
C:ypt
SHEET NO.
■ ■
PROPERTY LINE
VA_
BREAK LINE
EXISTING CURB AND CURER
EXISTING PARKING STRIPE
EXISTING FENCE
a:
EXISTING OVERHEAD POWER LINE
EXISTING CONCRETE
EXISTING GRAVELAREA
EXISTING LANDSCAPED AREA
QEXISTING
TREE
0
EXISTING SHRUB I
e
EXISTING ROCK
EXISTING FIRE HYDRANT
® ® ®
EXIETINGCATCH BASINIMANHOLE
EXIS LNG POWER POLE
J
EXISTING LIGHT POLE
g
EXISTING SIGN POST
00
EXISTING UTILITY I STRUCTURE
®
EXISTING ELECTRICAL ROOM
-- -- c
PROPOSED ELECTRICAL CONDUIT
p
PROPOSED ELECTRICAL JUNCTION BOX/ LINE BOX OR APPROVED ALTERNATIVE
PROPOSED ELECTRICAL EQUIPMENT AREA
PROPOSEDTRANSFORMER
PROPOSED COMMUNICATIONS CONDUIT
■
PROPOSED NETWORK COMMUNICATIONS BOX
PROPOSED CURB AND GUTTER
PROPOSED PARKING STRIPE
o
PROPOSED CONCRETE WHEEL STOP
`•�
PROPOSED CONCRETE PAD
- TP - TP
PROPOSED TREE PROTECTION
0 O
PROPOSED TREX FENCING
PROPOSED VOLTA -CHARGING STATION
PROPOSED VOLTA L2 POST -INSTALLED CHARGING STATION
®
PROPOSED VOLTA 0 DCFC CHARGING STATION
ePROPOSED
FCS FOUNDATION
®
PROPOSED PCS FOUNDATION N 4- BOLLARDS
OPROPOSED
L2 REMOTE CHARGING UNIT/ CHARGING PEDESTAL FOUNDATION
a
PROPOSED eBOX&eCUCK
■
PROPOSEDSIGNPOST
Ir
PROPOSED SIGN POST W/BOLLARD
•
PROPOSED POST INSTALLED SIGN POST
•
PROPOSED POST INSTALLED SIGN POST N BOLLARD
-
PROPOSEDWALL MOUNTEDSIGN
PROPOSED 4' ISOLATED PIPE BOLLARD
155 DE HARD STREET
SAN FRANCISCO. CA 94103
�imley)>>Hopj
O 2023 MMLEY-HORN ENGINEERING AND
LANDSCAPE ARCHITECTUREOF NEW YORK P.C.
1 N LEXINGTON AVE SURE SO5
MITE PLAINS. NY 108D1
PHONE (914)-36&9IeS
WAWIOMLEY-HORNCOM
REV
DATE
DESCRIPTION
BY
1
OMM0022
C0100R
PEP
2
0MG2022
CD10Ds
GIB
3
G8/31R023
CD1004
ESF
4
09R52023
CDIOOS
KJI
ISSUE DATE
09/25/2023
ISSUED FOR
PERMIT
ZEOF NEIy HO
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1'
0 09 06A t
AF551O9 09/15/1029
IT ISAWXKATONOFLAAYFORANYPERSON.
UNLESS TIEYME AOTNG UNDER TIE
OW ECTION OFA L1CwSE0 PROFESS10N41
wGNEw,TGNTER trvrs GocuuQrt.
SIX FLAGS THE
GREAT ESCAPE
PHASE 1
1172 U.S. 9
QUEENSBURY, NY 12804
SHEETTITLE
GENERAL NOTES
SHEET NUMBER
CO-01
Volta Gen4 L2 Station
Volta provides turn -key Electric Vehicle (EV) charging services
for premium retail and entertainment destinations. We install
and maintain the charging amenity at no cost to site partners
as well as EV drivers, driving increased property value and
attracting more customers who stay longer.
VOLTA STATION BENEFITS
Installation, equipment and maintenance is paid by Volta
Charges all electric vehicles
Free electricity supported through third party content on displays
Volta stations are occupied 80% of the retail day
Volta has provided 88M free sponsored electric miles, delivered
25 gigawatt hours and eliminated over 39M pounds of CO2 emissions
CHARGING UNIT INFORMATION (Single Charging Units)
Size: H 85.0" x W 36.5" x D 15.5"
Display Size: H 48" x W 27
Power Type: 208/240VAC, 48A, 1OkW max; UL 2202
Plug: SAE J1772 compliant connector
POWER REQUIREMENTS
Charging unit: 60A/2P, 208/240 breaker
Display/connectivity: 20A/1P, 120V
breaker
INSTALLATION REQUIREMENTS
Wire Diameter: #6 AWG minimum. Larger for longer conduit runs
Conduit Diameter: 1.5" minimum per station. Larger conduit required for
runs over 250'
Volta
k.-
55" Media Display
Charges up to 30miles per hour
Universal J1772 connections
- Cable Management
Fully Networked
Proprietary & Confidential - Do Not Distribute
voila
155 DE HARD STREET
SAN FRANCISCO, CA 94103
Kimley>>> Horn
Nevi York
02023 KIMLEY-HORN ENGINEERING AND
LANDSCAPE ARCHITECTURE OF N_WY
W PORK P.C.
IN LEIONGTON AVE SUITE 5G3
WHITE PLAINS. NY 1,01
PHONE'. (914}36&9199
VVMVIOMLEY-HORNOOM
REV
DATE
DESCRIPTION
BY
I
GM312022
CD100s
PEP
2
OMM022
CD100s
GJB
3
Ofir31=
CD100a
ESP
4
0MSM23
CD1005
KJI
ISSUE DATE
09/25/2023
ISSUED FOR
PERMIT
FOR REFERENCE ONLY
DESIGNED AND PROVIDED BY f
RISAVIOUGF IAW f00. PNYPEAECN.
UKLS I,TE
OWECFALSEDFNOS4
caroAL
—It
-
SIX FLAGS THE
GREAT ESCAPE
PHASE 1
1172 U.S. 9
QUEENSBURY, NY 12804
SHEETTITLE
VOLTA STATION
OVERVIEW
SHEETNUMBER
CO-02
1\
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1 0
n�c LANDS WF OF
hWP DEVELOPMENT, LIC O
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GRAPHIC SCALE
( IN TEST )
1 loch . Bt (L
Cumnt Doscnptiw ofPafcal6 (Socaon 295.00 Block 1 Lal I)
Soo Same 6 to, More Recently Doscdbod
ALL that cartaln plot aleoe apamel olland, Plus!*, lying and bwhg m the Town of Cueansbury. Count' of
Warren and Stare of new Yak, and belly bouadederd caseload as faltows:
BEGINNING at an iron pipe found M Ma we5lady side dNew Yoh State Highway Route No. 9. which
Wit marks a nortnaaslcdy Mona It lands now ar formcrlynl Great Escape Theme Park LLC (1021QU)
and Me mot easedy collard the lands harem ndssnoed;
RUNNING/ aWp.. ofbagirreg south 57 degrees 35 oviews OD saicas west along the sMMedy
bounds ofMe lands hems, de3c ibed 496.50 feet to an hen pipe found lea -
THENCE north 42 degrees 18 minutes 00 seconds west 265,18 feel to an I=p+p*l ndfar a almer,
THENCE slag Me southerly end easterly bank alone Buter Brook the falawd g courses ces.'
b eM cAlMn
1. na35 dogmas 51 mtm ndos 00 soMs east, 42.53 foot to an iron pipe lard;
2. north 59 dogmas 05 mindas 00-ands oast 131.56 feet to an iron rod louts;
3. north 39 degrees 36 mindas M seconds east 7805 feet to apoint-
4. nab 02 degrees 50 mindes 00 somas east 53.15 feet to a point
5. north 04 Magmas 34 mndas 00 seconds west 124.W fed to an Imnplpe fawn:
6. meth OB degrees 30 mindas 00 socands ease 111.W feel fo p rot
7. nail10 dogmas54mbdas00sccans,,932.44fro!toapa'nlm*ngamr asclone Mtn
lands Mre/n doscnDad, which poled is localodM fM westerly lino duros rrav alomnrfyolOanm'O J.
Daniel (7371115):
THENCE sou0n 31 degrees 32 resides 00 ammnd, eels 342.74f t loan lmnplpe lcuMln Me
soulhwesmdy comeraf lends dsea DaNeL
THENCE north 62 degrees 16 minues 30scrods cast 119.22 fmf to a polet on coo-.cnys of New
York Stara Hgmvay Paulo No. 9;
THENCE along Me westery ace ofNaw Yank Stele Highway Route Na. 9 souls 31
dogmas 54 mMdus-1205.001-1 he One, pant rind piece of BEGINNING, confourhy 3.83 naus. man
crass.
EXCEPTING andies-ng/ Me above descleed pmmrses labs, nary,
acquired by Me State a/New Yak for Mo purposes of widening oh Nan Yak Stale
Route 9
PARCEL 2
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Current Description orPamel2 (Sectkan 29508Btect 1 LW 3)
LEGEND
Sae Shmf B hoc Mom Recodly Doscilbed
end •ra ruu. srrrroaasFr
ALL Mal ca-µbt.paco aparrelaura. srtuare.tyugambarq MMe Town of Ouennsbury'•Warma
County, New Yak kca:Mw+esterlydNow Yoh U.S. Route 9 and omMiy offahustate Rouro 87. also
w50•sna-serrroac-
Mown es the AmrM0.lCk Narthway. ruavMrh parmacs bouraetlantltlescnhedas lMowr
(D •mr>uarvrn-xru
BEGINNING at, panlin the westerlrb-4sofNew Yank U.S. Reins 9"at Mesoull-loomerof
tended Meadow Rut D*wbpmedCarp.. it elm then nerd*
pomAWd
-wsvu•.ve
dd R,, ,JC sUh d,a
9769.]square loot psrcelconwyedby Neacbw Run Dewkaynrerd Caµ fo AMa""land.lil.
•wslsa Yuv[
datotl5'BH989 oaf mavdad M Me Wanes Goodly C12 tw n. ho n bo nharyareas nedaeds of page llan and
id
ly
wo,odsofsaid pd,9 eseuMastlanaed4lshose MR.
YY
y°-n�mRurs
oli lunisas=.ysuredalmg
bounds else, Rode 9 hen !!n sasdnast mmef dfhox premises conroyerl Dy Chertes R. WOMfa
Woo
Meadow Run Dewbpmen,'Cap. bydae4da'M 3rI3N966.aMrecortledbsaid UerkT othce MDook 4]6
(S) •sawcq u.usme
dx*ds of page 30Y:
(E)•srenusv. vvwra£
RUNNING THENCEflarn thopantdbagnwg do fallewtagf counclanddluer salang Mo
0 •V-T
westerly, bounds o/ 5Ma 9.-
1. mud 32 degrees :0 mindas east 331431 t
•O.r •unmade
2 muM 27 degrees 24 minutes 40secoras east 30523 feec
3. south 63 degrees :5 minu:ns 20 sncoMs west. 86'00 feet
coo-ulwass.v
4.s M52dagraes47min Tas4asecondseest20f.ODfe t
_ •Nan
S.soaM22hgmcs 51 .,a.. McnMhenN camcrof those pram(sos conwyod by
W9,2H. Por)dns ro0onakfJ. Darnels. Dy Eoe
CPP arr7wLL •camuw+Ee ausrnler5ourrXl
0f Mos pmmuos-) dby ft EsL8hl& e1 Hat
page 225 antl Doingalso tla southeast Mmerd Mora promises camayedby Me Esa(o dWn'am H.
ParkMs to Anracfions Lantl Lori. Dy deed tla!ed 1]/7N980 era recordedM Dooh 635 o/deeds of page 769;
THENCEseeth 62 degrees 41 rrvnues 30 seconds west. 131.66 feet so Me nhwest mrier flald lands
conveyed fo Denials,'
THENCE loth 29 degrees 41 ndndes 30 seMMs West aiding along (.he eesfenyline of
those premises conveyed by Joan M. Mamix to Marian M. Cematmm by deed dated "1985
andrecorded in the Warren Ceeny Clerks OMce m book 673 ddoeds of pago 970, fora
distance of 142.71 feet to the northeast tamer Of asidlasf menfiered pemises;
THENCE the laliow,g sewn Mures and distances along Ore northwesterly and radially line of
said last men tinned promisor
1, muM 22 deq- 21 huh 1330ancoras west, 32.44fact,
2. south 07 dcgroes 57 rmhdes 30socaas was, 111.94 feet.
3. south a3 degrees W mindas 30 semMs east. 121.W lest
4. Bourn 04 degrees 17 rnindes 30 seconds -a 5115 feet
5,-0 41 degrees 03 mindas 30 seamds west 78.05 feet
6-M M dogrees :2mindos 30 secpMs west. 131.56 fact:
N/F OF
7. souls 37fteces:8mindes W second, west 4253 feet W trio rhanhmsf caller eflands eonwyeaby
THEME PARK LP.
Mannrxro Cordstmm:
LS
L.1 P. 261
THENCE south 40 degrees 50rair- 30-is east fa a durance of265 18 feet al the southwest
camaataaiaerasof Canisram:
THENCEMnh 5B dagmes 07 nvnutes 30sernat east nkxg its sadM1eryllna dssd test mentioned
\GR-
preritses. faredstanceo/49658IsarfoapantMthe-o fenybwaasof 4 wYakU.S.Route9;
THENCEmorn30
0f 20.00 feel to ton northeast cmwr of lhom promises conveyed by Canter and Martha
Frelbarger to RagvaM Lena LaFontaine by dead dated 1/1/1992 and recorded in said clerk's
air,- in book 645 of deeds at page 757;
THENCE south 59 degrees 02 mindas 30 secants west along the northerly kill of said last
mentioned pmmisas for a distance of 53123 feel w an angle point therein:
THENCE nod 73 degrees 51 minutes 30 socands wool. far distance of393,DO feet to a point in
the eeslany bounds dlnterstete Route 87. also known as the Adirwdack Northway,
THENCE With 18 degrees 43 ma utes west, along said eeshiy bounds, and wsaing a stream
known as 'Meadow Run•. fora distance of /35839 feet to the muNwast comer ofthose
promises conveyedofdandy Charles Meadow Run Oevelopmenl Corp. by the
\
in book47
alommenaoMd dundreMdOd M book 476 oldeetls at page 30B'
§ P
THENCE north 84 degrees l4minules 20seconds east along the soNOenytne dsaldlast
mentionedpromises, for a distance o/80.94 feet to a point which Is Located at a distance of 42.25
feet westerly on a course a/actin 84 degrees 14 mindas 20 seconds west hem the noMwesf
eomerofa Man g p yed by Attractions Land Inc. to Meadow Run ubr met dated Maw
Dawlopmmlt Corp by deed dated 5'8r1989 and recorded In Its Warren Count' Chalks Ono, In
honk ]St d deeds of page 159;
\
\
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f r.
O'
r'
C
THENCEsadh28d*wsO7mmdos50sacoMseasWadiean o192.07feefttapaintwhrNls
kxaradara 6sence d40.00 teet wesMMon a course dsouth 61 degrees 52 mMdes 20 seconds Ivest
I the southwest coniaf dsoatnarguhrparcot
THENCE nod 61 degrees 52 anutes 20 secaMsees la a dulance of 22174 hall to the@as" cans
olseid Mangular pa2el aml whch pointis Wn, the lenhwesl caner to 9769.7 square hwt p-i
_,Vyed by Mosaim Run De-Wrelf Cup. to Afhapions Land Inc by deed dated May B. 1982 aM
' •'-
"'."
lamrdad In spa danT afka Inbook 751 of dead, of page 161:
THENCE ronOnungMM6l tlegrces 52 rondos ZO seconds east. bill Morrodhayln,e dsaa 9769.7
squall feel ppmaaha OSEGI NIN along on aoutt 19McedasaMmasmry less. adrslanc�ed
291.67lmtto MepcNldBEGINNING and mnlaldrg 19.90 aces dtand. mare wless.
Pace) l er42ebowlendsapaepdatWby Me Per oteh Slafeof
\EXCEPRNGend-Mrghone
New Yorkby-licerecwdedMMe w'aaan Caunry Clark Olr on Jut' 1119981n5ber1072page 180
I_ <
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Q �.
PARCEL6
Q C4. C, TAXPARCEL
C'! 295.08-1-1
0
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('li ,ve°ov
\\
LANDS N/F OF
MR OHF1l L 131 A. C•\
f3/1 P. 87
A=
IR
1Y-
CONSTRUCTION NOTES:
1. CONTRACTOR RESPONSIBILITIES CONSISTS OF, BUT NOT LIMITED TO.
C 4�y52 ; E CHARGING STATION MOUNTING, FOUNDATION CONSTRUCTION,
' X • -- ♦ r, ^t i.A �1,+ h. ( �' CONDUIT INSTALLATION, AND WRING.
t
2. CONTRACTOR TO PAINT PROPOSED EV PARKING STALLS PER
f r Volta
JURISDICTIONALREGUIREMENTS. E
` •' 9�'µ Ham' w E �, ,. CONTRACTOR TO CONSTRUCTION AICTIVRV. SEE SHEET C FOR NSTALL TREE PROTECTION CETAILS. ING DR TO ANY
EXACT STATION PLACEMENT AND ROTATIONANGLEMAYVARY
T g 1Y ,et t '• - (�> SLIGHTLY UPON INSTALLATION DEPENDING ON SITE CONDITIONS.
< - Y;; 0.i `k�. •� J I _ 5. CONTRACTOR TO FIELD VERIFY ALL STALL DIMENSIONS ANO ALL 155 DE HARD STREET
` + a - � -,_y ? :•�p EOUIPMENT LOCATIONS TO ENSURE SUFFICIENT SPACE IS AVAILABLE SAN FRANCISCO, CA 94103
0.jt Fl. 9•r �.,Tfi >;:, p Si _i(L6 E t -'ram' - 6. CONTRACTOR SHAL TAKE NECESSARY PRECAUTIONS MEN DRILLING
IWOEXISONGCIP SLAB AND CIP DROP PANELSTO AVOID DAMAGE TO
AN Y REINFORCING AND DUSTING STRUCTURAL COMPONENTS.
, TTT t 7. USE APPROVED ASTM METHOD (X-RAY. PACOMETER GPR, ETC.)TO
LOCATE MILD STEEL ANDPRESTRESSING TENDONS PRIOR TO
DRILLING. DO NOT CUT CR DRIL THROUGH ANY EXISTING
- "' T�+1 '�1'yy ✓�r }` r �• sy0. 11�- ;•!`• REINFORCING. ADJUST LOCATION AS NECESSARY TO AVOID EXISTING
REINFORCING.ENSURE I -GAP MIN. BETWEEN RE6AR AND
ANCHORAGE
---✓Y�-` l �- Y ��* (j' 1-, _,f•t� �`� �_ (j/ `✓•r �'''� 8. VOTA WILL MAKE EVERY EFFORT TO FOLLOW, WTH THEIR PROPOSED >�
T �. s 't • F I i g` `4 Y A f:. �� \.E: CONDUIT. AN DUSTING CONDUIT ROUTE FROM ELECTRICAL ROOM TO K i m I ey )Horn
j•,''�S /� j''1`. Y y {� ' ( ^' Fj j PROPOSED STATION PLACEMENTS WHEN AN DUSTING ROUTE IS NOT
YY'3 s.` New York
.z PANT
MINIMIZE
MAIMPACTt OF CONDUITS ANYWHERE
DE
s - +( _ \ '. • ! L :,y,J Z! �•t; MAY
THE
IMPACT Of CONDORS ANrihIERE THEY 02D29IGARCHIT ARCHITECTURE
F EWY AND
MAY BE VISIBLETO THE PUBLIC. LANDSCAPE ARCHITECTURE OF NEW YORK. P.C.
r, L
9. CONTRACTOR IS RESPONSIBLE TO LOCATE ALL VERTICAL AND 1 LEYJNGTON AVE SURE J N SOS
HORIZONTAL UTILITIES PRIOR TO DIRECTIONAL BORING. ANY WHITEPLAINS. NY 1W01
OVERALL SITE PLANI l 3� - •Y : 14J-36&9t99
ALTERATIONSTO THE PROPOSED CONDUIT ROUTE ARETO BE
PHONE(9
(SEESHEETC"IFORDETAILS) WNwKIMLEV-HORN.COM11
_ //ly COORDINATEDYATH THE PROFESSIONAL ENGINEER($)PRIOR TO
CONSTRUCTION.
M ANY ITEMS TO REMAIN THAT ARE DAMAGED BY THE CONTRACTOR
SHAL BE REPLACED TOTH= EXISTING CONDITION OR BETTER AT THE
APPROXIMATE LI i .� t _;� W \ CONTRACTORSEXPENSE.
t
ATE PROPERTY LINEMP.) 1�^�% L
$} T 11. CONTRACTOR TO LOCATERUN
NDBOX ORSEND APPROVED ALTERNATIVE
FOR SITE FROM PLAN LENGTHSANDCO
12. DEVIATION FROM PLAN ON THE PROPOSED CONDUIT METHOD IS AT
S / f\.A I ,¢C" ". } v`_ - THE CONTRACTORS DISCRETION AND SHOULD BE DETERMINED BASED
_ \ �s ON DUSTING UNDERGROUND FIELD CONDITIONS. ANY DEVIATIONS
` -_ • ..1-. '}�1, SHALL BE APPROVED BY VOLTA AND THE SITE HOST. DEVIATIONS
. \ '�\ tr _ ✓ ' #. ETTT. �rl`1�q'�'''' ENSURE ALL CONDUIT INSTALLATION METHODS ARE APPROVED BY
LOCAL JURISDICTION AND INSPECTOR.
\`:._ / •,\ \ - \ .` 2 - .J PARKING NOTE:
1. THIS PROJECT PROPOSES TO UPGRADE (t 1)STANDARD PARKING
lopjq //'� p• (/'` - \ STALLS TO EV CAPABLE PARKING STALLS.
i r-Y, +�i >;. t-- �, _ e r �'. ..•/# i- +f F1 n\ �^� REFERENCE NOTE:
ISSUE DATE
1. SEEPROJECTLEGENOONSHEETC601 FOR SYMBOLS AND LINETYF£
DESCRIPTIONS.
w k' F ri q i r d �` f �' 09/25/2023
- .QOy �� 4'1 y`� _•. .. �, °�����'L \^e � •-i: •� � � ��,ie , ram. ISSUED FOR
' v,
PROPOSED UNDERGROUND CONENCHDUIT 3
SECTIONS SHEETHAP D S E2-00
RDET DETAILS)
(SEE ELECTRICAL SHEETS FOR DETAILu`) �
VOLTA L2 CHARGING ATON 03 16 23
EVC5 FOUNDATION C3-02 C3.03
i
PROPOSED UNDERGROUND CONDUIT 3
J {`
SECTION B(BORE335) E2-00
-
(SEE ELECTRICAL SHEETS FOR DETAILS)
PROPOSED UNDERGROUND CONDUIT 3
SECTIONA(BORE 24D7 E2-03
(SEE ELECTRICAL SHEETS FOR DETAILS(
I VOLTALCHARGING STATIO 18 23
EVCS FOUNDATION C3-02 C3-03
0
I
'f
A.1r�
ENLARGED SITE PLAN 1
(SEE SHEETC2-0O FOR DETAILS))
Ic
I
PROPOSED EXTERIOR ELECTRICAL AREA
(SEE ELECTRICAL SHEETS FOR DETAILS)
3 PROPOSED UNDERGROUND CONDUIT
E2-0D SECTION THANDQTRENCH xAN
(SEE ELECTRICAL SHEETS FOR DETAILS) j
Ali
• 16 23 ,. EXISTING POYWRPOLE
VOLTA L2 CHARGING STATION W -'3
C3-02 C3-03 EVCS FOUNDATION I
PROPOSED NEW SERVICEE4N
CONTRACTOR TO COORDINATE WITH LOCAL UTILITY
N 2
(SEE SHED C2.01ITE OR
—�(SEESHEE-TC2-0I FOR DETAILS)
'I Ll I y} � --
PROPOSED UNDERGROUND CONDUIT 3 ._
SECTIONE(BORE112D) E2-00 �� C_•,.� T+-J APPROXIMATE. PROPERTY LINE 111)
(SEE ELECTRICAL SHEETS FOR DETAILS)
PROPOSED UNDERGROUNDCONDUIT 3
SECTIONF(BOREE2-00 L — — — — — — (SEE ELECTRICAL SHEETS FOR DETAILS) — — —
\i 52 II
52.0'
VOLTA L2 CHARGING STAT ONO$ 16 23
EVCS FOUNDATION%W CONCRETEPAD C&02 1 C3-03
I
-
1 I
SILT
If
!-^l
*
'
VOLTA L2 CHAR N A G6
EVCS FOUNDATION C3-02 C3W
.�
3
PROPOSED UNDERGROUND CONDUIT
SECTION SHEETS FR DETAI1Sj E2-00
(SEE ELECTRICAL SHEETS FOR DETAILS)
VO TA L2 CHARG NG STAT ON 0T 16 23
EVCSFOUNDATIDN C&D2 C&0.3
PROPOSED UNDERGROUND CONDUIT 3 I-
_
469 1 I 1
SECTION H (HAND -TRENCH S201
(SEEELECTRICAL SHEETS FOR DETAILS)
VOLTA L2C ING STATION 08 16 23
EVCS FOUNDATION C312 C3
1lt-PJf 1
•-
t
....,` .may
J '
-
�__� �
----,
-
H 1
FASTING FENCE TO REMAIN AND BE PROTECTED—�T
(•-r��'+'..i
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no
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OVERALL SITE PLAN
CONSTRUCTION NOTES:
1. CONTRACTOR RESPONSIBILITIES CONSISTS OF, BUT NOT LIMITEDTO.
CHARGING STATION MOUNTING, FOUNDATION CONSTRUCTION,
CONDUIT INSTALLATION, AND (AIRING.
2. CONTRACTOR TO PAINT PROPOSED EV PARKING STALLS PER
JURISDICTIONAL REQUIREMENTS
3. CONTRACTOR TO INSTALL TREE PROTECTION FENCING PRIOR TO ANY
CONSTRUCTION ACTIVITY. SEE SHEET C3 00 FOR DETAILS
4. EXACT STATION PLACEMENT AND ROTATION ANGLE MAY VARY
SLIGHTLY UPON INSTALLATION DEPENDING ON SITE CONDITIONS.
5. CONTRACTOR TO FIELD VERIFY ALL STALL DIMENSIONS AND ALL
EQUIPMENT LOCATIONS i0 ENSURE SUFFICIENT SPACE IS AVAILABLE
6, VOLTA WILL MAKE EVERY EFFORT TO FOLLOW. WITH THEIR PROPOSED
CONDUIT. AN EXISTING CONDUIT ROUTE FROM ELECTRICAL ROOM TO
PROPOSED STATION PLACEMENTS MEN AN EXISTING ROUTE IS NOT
AVAILABLE. VOLTA WILL MAKE EVERY EFFORT TO CONCEALMIDE,
PAINT AND MINIMIZE VISUAL IMPACT OF CONDUITS ANYVMERE THEY
MAYBE VISIBLE TO THE PUBLIC.
T CONTRACTOR IS RESPONSIBLETO LOCATE ALL VERTICAL AND
HORIZONTAL UTILITIES PRIOR TO DIRECTIONAL BORING. ANY
ALTERATIONSTO THE PROPOSED CONDUIT ROUTE ARETO BE
COORDINATED WITH THE PROFESSIONAL ENGINEER(S) PRIOR TO
CONSTRUCTION.
6. ANY ITEMS TO REMAIN THAT ARE DAMAGED BY THE CONTRACTOR
SHALL BE REPLACED TO THE EXISTING CONDITION OR BETTER AT THE
CONTRACTOR'S EXPENSE
9. CONTRACTOR TO LOCATE JUNCTION BOX OR APPROVED ALTERNATIVE
FOR SITE SPECIFIC RUN LENGTHS AND BENDS.
10. DEVIATION FROM PLAN ON THE PROPOSED CONDUIT METHOD IS AT
THE CONTRACTORS DISCRETION AND SHOULD SE DETERMINED BASED
ON EXISTING UNDERGROUND FIELD CONDITIONS. ANY DEVIATIONS
SHALL BE APPROVED BY VOLTA AND THE SITE HOST. CONTRACTOR TO
ENSURE ALL CONDUIT INSTALLATION METHODS ARE APPROVED BY
^ _ LOCAL'^RI= DICTl14 AND INSPECTOR.
1. THIS PROJECT PROPOSES TO UPGRADE IT 1) STANDARD PARKING
^cSSTALLS !^R-O (8) EV CAPABLE PARKING STALLS.
1. SEE PROJECT LEGEND ON SHEET CO01 FOR SYMBOLSAND UNETYPE
DESCRIPTIONS.
PARKING DATA TABLE
EXISTING
PROPOSED
CHANGE
AN STDARD
690
690
3 STALLS TO BE
DEPORTED TO EV
01MK G STATIONS
ACI£59B1£
3]
]]
0
SITE DATA TABLE
6O FT,
AOiES
(3) AOMS
BOOTHS
2]O
OOOfi
TOM
E OU
246,1f]
SEE
155 DE HARO STREET
SAN FRANCISCO. CA 94103
Kimleyo Horn
New York
0 2023 KIMLEY-HORN ENGINEERING AND
LANDSCAPE ARCHITECTURE OF NEW YORK. P.C.
1 N L W NGTON AVE SUITE SDS
WHITEPLANS. NY 106D1
PHONE. (914).16&9199
WAWKIMLEY-HORN.COM
ISSUE DATE
09/25/2023
F__ISSUED FOR
PERMIT
Tr LSA Vp111 OF LAIV FOR ANYPERSON,
UNLES6TNEYARE AC-NGUNDERTHE
DRECTION OFA UCF]ISED PROFESSIONAL
pWP1EE0. TOALTER THIS OOCUupR.
4i
SHEETTITLE
IMAGE REFERENCE:
' AERIAL IMAGE(S)PROVIDEDBYNEARMAP
IMAGERY 02022 N_rmTp, HERE
7'
OVERALL SITE
PLAN
SHEET NUMBER
nearma '`' GRAPMC SCALE IN FEET
F G 1
i currenf:clecr:cllangep',••
�
C7 01
1
SIX FLAGS THE
GREAT ESCAPE
PHASE 1
1172 U.S. 9
QUEENSBURY, NY 12804
KI
PROPOSED UNDERGROUND CONDUIT
SECTION B (BORE _35)
IS
EE ELECTRICAL SHEEIS FCR DETAILS)
EXISTING TREE TO REMAIN. CONTRACTOR TO ENSURE
APPROXIMATEPROPERTYUNE(fYP.)THERENILLBENO DISTURBANCE OF TREES DURING
-- ---- -- THE CONSTRUCTION PROCESS(TYR)
1111,,,11111♦ ,, ,,11111■,,11111♦,, �,1f 11111♦1��
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EXISTING CONCRETE STAIRS TO REMAIN. -
CONTRACTOR TOPROTECT INPLACE
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I I
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I
PROPOSED APPROX 4 FT MAX 31 I
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5 6 ! STRIPING 1}
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EVCHARom€VCHuARGoNG
9.0-- EXISTING PARIING STALL TO BE 90
CONVERTED INTO STANDARD EV STALL
3 PROPOSED UNDERGROUND CONDUIT
E24b SECRONA(BORE_40)
(SEE ELECTRICAL SHEETS FOR DETAILS)
m
ENLARGED SITE PLAN 1
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((6 r
EXISTING CURB TO REMAIN. CON RACTOR
TO PROTECT IN PLACE (TYP.)
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--_ —
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EXISTING TREETO REMAIN, CONTRACTORTOENSURE,
THERE WILL BE NO DISTURBANCE OF TREES DURING
THE ON RUCTION PROCESS(TYP.) P'
_Aki_L
PROPOSED EXTERIOR ELECTRICAL AREA
IREFER TO ELECTRICAL SHEETS FOR DETAILS)
V
3 PROPOSEDUNDER.-I. NDCONi�<"
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PROPOSED UNDERGROUND CONDUITSECTION D(HANDTRENCH t20)
31 T---- —
PROPOSED APPROX. 4 FT MAX
C3-03 HEIGHT WALL (TYP.)
8 12 EV SIGN POST
C3.01 C3-01 (TYP-)
EXISTING PARKING STALL TO BE `
CONVERTED INTO STANDARD EV STALL
B EV STRIPING EXISTING PARKING STALLTO BE
0 C34W (TYP.) CONVERTED WOSTANDARDEVETALL
PROPOSED NEW SERVICETIE-IN CONTRACTOR:
TO COORDINATE WITH LOCAL UDUTY
i6 23 VOLTA L2 CHARGING STATION 04
C3-02 C3-03 EVCSFOUNDATION
31 PROPOSEDAPPROX4FTMAX
C3-03 HEIGHT WALL (TVP.)
8 12 EVSIGN POST
C3A1 C3-01 ITYPJ
5 6 EV STRIPING
\C3-OO C3-00 (TYP.)
r\\
PROPOSED UNDERGROUND CONDUIT
SECTION E(BORE 31200
(SEE ELECTRICAL SHEETS FOR DETAILS)
PROPOSED UNDERGROUND
SECTION F (E
(SEE ELECTRICAL SHEETS FOR
155 DE HARD STREET
SAN FRANCISCO. CA 94103
Kimley)>> Horn
New York
02023
IOMLEY-HORN ENGINEERING AND
LANDSCAPE ARCHITECTURE OF NEW YORK P.C.
1 N LEXINGTON AVE SURE 505
WHTE PLAINS. NY 10601
PHONE. (914)-36&9199
W W&IIMLEY-HORN.COM
REV
DATE
DESCRIPTION
BY
I
09N32022
CD1D0s
PEP
2
DE/302022
CDIDOs
GJB
3
08r31/2023
CDIDN
ESF
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02252023
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ISSUE DATE
09/25/2023
ISSUED FOR
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3 SIX FLAGS THE
GREAT ESCAPE
)ONDUTT 3 PHASE 1
)RE_ O) E2-00
)ETAILS) 1172 U.S. 9
QUEENSBURY, NY 12004
SHEETTITLE
ENLARGED SITE
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PLAN EVCS 01-04
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(SEE ELECTRICAL SHEETS FOR DETAILS) —
EXISTING CONCRETE SIDEWALK TO REMAIN.
CONTRACTOR TO PROTECT IN PLACE (TYP)
_ EV STRIPING 5 6
(ryP.) C3-00 C34X1
EXISTING PARq NG STALLTO BED
CONVERTEDINTO STANDARD EV STALL
...••
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EXISTING TREETO REMAIN. CONTRACTOR TO ENASURE,
THEREWiLL BE NO DISTURBANCE OF TREES DURING; _
THE CONSTRUCTION PROCESS (TYP.)1
1 1 f
` I -
TwO EXISTING PARING STALLS TO BE
CONVERTED INTO STANDARD EV STALL
VOLTA L2 CHARGING STATION 05 16 23 .' f — 9.0' (iYP.)�
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c/
PROPOSED UNpERGROUND CONDUIT 3 POSEDUNDERGROUNDCONDUIT
SECTION F(90RE x60') E2JJf1 lc2-00 SECTION E(BORE 1120)
(SEE ELECTRICAL SHEETS FOR DETAILS) f/c (SEE ELECTRICAL SHEETS FOR DETAILS)
/ VOLTA 12 CHARGING STA ON 06 16
c jW EVCS FOUNDATIONI C3-02 C
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kj.
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ENLARGED SITE PLAN 2
EXISTING FENCE TO REMAIN
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8 12 EV SIGN POST
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TV/0 EXISTING PARKING STALLS TO SE
CONVERTED INTO STANDARD EV STALL
EXISTIN3 CURB TO REMAIN.
CONTRACTOR TO PROTECT IN PLACE(TYP,)
T 15 4-IMPACTOETERRENT -
C3-01 BOLLARD(TYP.)
- 16 23 VOLT. L2 CHARG NG'TA ON OB
C3-02 C3-03 —CS FOUNDATION ,
—p --pp PVC 9NG 5 6 —STRIPING
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Volta
155 DE HARD STREET
SAN FRANCISCO, CA 94103
Kimley>))Horn
New York
02023
MMLEY-HORN ENGINEERING AND
LANDSCAPE ARCHITECTURE OF NEW YCRK. P.C.
1 N LEXINGTON AVE SURE 5D5
1NHITE PLAINS NY 10601
PHONE: (914)-368-9199
WN.N.KIMLEY-HORN.COM
REV
DATE
DESCRIPTION
BY
1
OBA32022
CD1Dh
PEP
2
Oa/302022
CD10%
GJB
3
08131=
CD100s
ESF
4
GMSrM23
CDIW.
KA
ISSUE DATE
09/25/2023
ISSUED FOR
PERMIT
tE OF NEIi
4P ELLO Fq/ O
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4'
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FF551DH ����
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UNLESS THEYME ACl1YG UYOEA THE
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ENGNEER. TO ALTER THIS —UUEM.
- - ---- - / PROPOSED 4—HITESTRIPING
G3-00 SPACED 24' O.C. � 46' (TYPJ
3
SIX FLAGS THE
PRO POSEDUNDERGROUNDCONDUTT
E2-00 SECTION H (HAND -TRENCH IV)
GREAT ESCAPE
IFOSED 4- VAVITE STRIPING (SEE ELECTRICAL SHEETS FOR DETAILS)
ACED 24- D.C. Q 45`(TYP.)
PHASE 1
1172 U.S. 9
4PACT DETERRENT
LARD(TYP.)
QUEENSBURY, NY 12804
SHEETTITLE
ENLARGED SITE
PLAN EVCS 05-08
-
'
GRAPHIC SCALE IN FEET
D 2s�10
SHEET NUMBER
C2-01
2
1. UNLESS NOTED OTHERWISE THE FOLLOWING NOTES RELATING TO
THE 517E DETAILS SHEETS SHALL GOVERN,
2. COMPRESSIVESTRENGTH OF CONCRETE FOUNDATION SHALL BEA
MINIMUM OF 4,500 PSI AT 28 DAYS WITH MAXIMUM WCM RATIO OF
D.45 AND AIR -CONTENT OF 5%•A 1.5%.
3. MINIMUM YI ELDSTRENGTHOFREINFORCEMENTTO BESD0DO PSI
(ASTIA-AW 5).
4- REFERENCE GVIL AND ELEC. DRAWING FOR EQUIPMENT LAYOUT,
LOCATION OFCONDUIT. ETC.
5. FINAL ANCHOR BOLT AND POLE DESIGN INCLUDING SIZE AND
CONFIGURATION ARE BY MFR
6. BEFORE STARTING ANY WORK THE CONTRACTOR SHALL VERIFY
ALL DIMENSIONS ON THE SITE AND REPORT ANY DISCREPANCIES
IMMEDIATELY TO THE ENGINEER.
7. NO GEOTECHNICAL ENGINEERING REPORT WAS PROVIDED BY THE
OWNER FOUNDATION DESIGN IS BASED ON A MINIMUTA 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 EQUIPMENT 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 SUBGRADE AND
MINIMUM e-COMPACTED STONE BASE UNLESS OTHERWISE
SPECIFIED.
13. BUILDING CODE IBC 2016
DESIGN PARAMETERS (PER ASCE 7-16):
WAND SPEED: 106 MPH
EXPOSURE CATEGORY C
TOPOGRAPHYCATEGORY i
RISK CATEGORY: II
SEISMIC PARAMETERS: —0.259
St = 0.059g
SITECLASS. D
FROST DEPTH. 65'
FEMA FLOOD ZONE X
NOTE BOLLARDS ARE NOT DESIGNED FOR FULL 5 KIP IMPACT LOADS
UNLESS OTHERWISE NOTED AS 'VEHICULAR RATED%
TREE DRIPUNE
J �)
SENSITIVE
AREAS
TREE PROTECRONAiIGH
.A VISIBILITY FENCING
��--------�`� `UMRSOF
DISTURBANCE
NOTE
FURNISH AND INSTALL TEMPORARY HIGH -VISIBILITY FENCING AT
CONSTRUCTION LIMITS PRIOR TO ANY LAND DISTURBANCE
I GENERAL NOTES N-T.S- i I NOT USED N.T.S` 2 I TREE PROTECTION N.T.-S` 3 I NOT USED
FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS
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Volta
155 DE HARO 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 SUITE 505
WHITE PLAINS, NY 10601
PHONE: (914)-16&9199
WAWKIMLEY-HDRN.COM
REV
DATE
DESCRIPTION
BY
1
0=32022
CDIEQs
PEP
2
05T302022
CD1DD,
Cie
3
03f312023
CD1DDs
ESF
4
02O5 23
CDIW0
KA
ISSUE DATE
09/25/2023
ISSUED FOR
PERMIT
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LP \tLLO FqA O
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UNLESS THEY ARE ADTLNG UNDER ME
OPECTKN OFp LICEx5E0 PROFESSIONAL
NgNEFR, TO AITER THIS --
SIX FLAGS THE
GREAT ESCAPE
PHASE 1
1172 U.S. 9
QUEENSBURY, NY 12804
SHEET TITLE
SITE DETAILS
SHEET NUMBER
C3-00
7
I CAP STEEL PIPE POST KITH
2YTSTEEL(HOTDIPPED
GALV) CAP OR ENGINEER
APPROVED EQUAL
I
EV PARKING SIGN
(SEE DETAIL 12 THIS SHEET)
ww
Erg
O U1
2YT SO STEEL MOT DIPPED GALV)
SIGNPOST
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12 A
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STEEL (HOT DIFPED GALV) W/ (2)
LSTEEL BOLTS MOT DIPPED
GALV). (1' BOLT TO BOLT SPACING
GAV).
WITH 314-NJNIMUM EDGE)
0
Re
\\-•NATIVE SOIL
"/' 7'CONC. BASE
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 ADA CODE SECTION 11B307.3.
4. THIS DETAIL SHALL ONLY BE USED WHEN SIGN POST IS LOCATED OUTSIDE OF PARKING LOT
PAVEMENT AND 71AIN. CAR OVERHANG ZONE
SIGN POST N.T.SE 8 NOT USED NTSE 9
FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS.
ELECTRIC
VEHICLE
CHARGING
SIGN INSTALLATION HEIGHT:
ALL SIGNS TO BE INSTALLED AT 50' ABOVE FINISH FLOOR. IF SIGNS ARE LOCATED KITHN AN
ACCESSIBLE ROUTE. THEY WILL BE INSTALLED AT W ABOVE FINISHED FLOOR MEASUREMENTS
ARE TAKEN FROM BOTTOM OF LOWEST SIGN,
SIGN REQUIREMENTS slCALE
l 12 I NOT USED
N.T.S.
NOT USED
13 I NOT USED
10 I NOT USED
8Y OTHERS.
°G STEEL (HOT DIPPED GALV) PIPE
BOL. FILLED W1 CONCRETE
INSTALLED WITH YELLOW BOLLARD
SLEEVE W/VM17E REFLECTIVE TAPE
POST GUARD BOLLARD COVER
CL13E5G, OR APPROVED EQUAL
Volta
155 DE HARD STREET
"AN FRANCISCO. CA 94103
Kimley>>> Horn
New York
O 2023 KIMLEY-HORN ENGINEERING AND
LANDSCAPE ARCHITECTURE OF NEW YORK. P.C.
1 N LEANGTON AVE SURE 505
%%"IT PLAINS. NY 10501
PHONE: (914)-35&9199
WWW.IOMLEY-HORN.COM
REV
DATE
DESCRIPTION
BY
1
OaM312022
CD1DOs
PEP
2
OM0 22
CDIW,
GM
3
OMW023
CD1DOs
ESF
4
OS/2U2023
CD1DOs
KA
ISSUE DATE
09/25/2023
11
ISSUED FOR
PERMIT
4EOP NEIV
P'\�LIA Fq7 O
O
RISAV10IATI-1F 1FOPANYPERSON.
UNLESSTHEYARE ACTING UNDER THE
DIREGTM OF A UCEIISED PROFESHONAI
MWEER.TOALTER 1 DONuprt,
I
EX GRADE
SIX FLAGS THE
GREAT ESCAPE
i
I• `�\'
I !
PHASE 1
1172 U.S. 9
UNDISTURBED \�/ �N
I
NATIVESOIL-,= ,., I• \,
QUEENSBURY, NY 12804
CONCRETEFOOTING `� I I•'{�\:
SHEET TITLE
•�`
NOTES:
1. CONTRACT OR TO ENSURE PLACE?.tENT OF BOLLARD DOES NOT IMPACT VISIBILITY OF STATION
SITE DETAILS
SCREEN.
2. CONTRACTOR TO ENSURE BOLLARD P ACEMENT DOES NOT OBSTRUCT S DOOR SKING ON
BOTH SIDES OF THE MEDIA STATION.
3. BOLLARDSLEEVESSHOULDBECUTINTHE FIELDAND ARETO BETHE HEIGHTOFTHESTEEL
SHEET NUMBER
(HOT DIPPED GALA) POST AND SAW HOLE CUT IN THE FIELD TO FIT OVER THE STEEL (HOT
SLEEVE
DIPPED GALS) HIPS BOLLARD. BOLLARD SLEEVE TO BeFLUSH WITH GRADE
4. THIS DETAIL SHALL ONLY BOU-AR USEDBOLLARDVE TOBeFLUSWITHI AN GRACEEXTERIOR PARKING LOT.
3-0
5. THIS BOLLARD 15 NOT DESIGNED FOR VEHICULAR IMPAM
14
SCALE
15
N.T.S.
FRONT
CHARGER SPECIFICATIONS
SIZEH85.0'Y W 36.5"Y 015.T
VVEIGHT 700Ibs
CORD LENGTH 1S
POWER TYPE. 208240VAC, 48A (MA)Q. 10 kW MAX
PLUG'. SAE1n2COMPUANTC0NNEC1OR
USTINGS UL E3 W7
POWER REQUIREMENTS
CHARGING UNIT' GOA2P 20&24) BREAXER
STATIONAUXP0%VM 20AJ1P120VBREAKER
NOTES:
17 THE GRIP RANGE FOR THE CHARGE CABLE BEGINS AT 38.5-
ABOVE PARKING SURFACE
2. SEE DETAILS I7& 19. THIS SHEET FOR MORE INFORMATION.
SIDE
FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS.
BACK
NOTE:
1, REFER TO DETAIL 16 FOR BASE PLATE ANCHORAGE
N.T.S` 16 I VOLTA V4 BASE PLATE
FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS,
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• • } STEEL (HOT DIPPED
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(SEE DETAIL SHEET C3.03)
• CHARGINGSTATION
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-1- (SEE NOTE BELOW)
STEEL (HOT GIPPED 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 REQUIREMENTS.
2. CONTRACTOR TO VERIFY EXISTING CONCRETE SLAB THICKNESS AND MAINTAIN T MINIMUM
COVER OF CONCRETE BELOW EIABEDDED ANCHORS.
3. REFER TO OETAIL 17 FOR BASE PLATE DIMENSIONS.
CAST IN PLACE ANCHOR.
MINIMUM EFFECTIVE EMBEDMENT OF 2-OR ENGINEER APPROVED EQUAL
POST INSTALLATION MECHANICAL ANCHOR.
(4) 518' DIAMETER HIM KB-TZ2 ANCHOR W TH MINIMUM EFFECTIVE EMBEDMENT OF 3-114' OR
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155 DE HARD STREET
SAN FRANCISCO. CA 941 D3
Kimley>>)Horn
New York
0 2M MMLEY-HORN ENGINEERING AND
LANDSCAPE ARCHITECTURE OF NEW PORK. P.C.
1 N LOUNGTON AVE SUITE 505
WHITE PLAINS. NY 10601
PHONE: (914)-368,9199
VwVWKIMLEY-HORN.COM
REV
DATE
DESCRIPTION
BY
1
0=32022
CD100s
PP
2
08r302022
CD1DOs
Gm
3
08 JGRI23
COI DMS
ESF
4
09252023
CD1DOs
K_7
78 ISSUE DATE
09/25/2023
ISSUED FOR
PERMIT
tEOF NEW
lP Et LO FAYJ 09
O
"VFESSIOM' E�
09/l5/dv1�
lT G AYxW.TYt OF LAW FOR ANY PERSON.
NLESS —ARE AOTtNG UNDER THE
DRECTICN OFA UCDISEO PROFESSIONAL
ENCHEER. TO ALTER THIS OOCUMENT,
SIX FLAGS THE
GREAT ESCAPE
PHASE 1
1172 U.S. 9
QUEENSBURY, NY 12804
SHEETTITLE
SITE DETAILS
SHEET NUMBER
C3-02
22
INSTALL 1? COMPRESSIBLE
w
JCIM FILLER MMERE
E0. ED.
EVCS
FOUNDATION ABUiS EXISTING
PAVEMENT OR CONC. PAD(TYP.)
CHARGING STATION FOUNDATION
(SEE NOTE I)
TMAX.
MIN. CONC.PADTOBE
HOUSEKEEPING PAD
CONTRACTOR TO ENSURE
CONTRACTOR
TO ENSURE
URUZEDINRAISED
LANDSCAPEISLANDSTO
3C I
(SEE NOTE 4)
CONCRETE FOUNDATON
STAIS
CONNECT FND.TO BACK OF
ti
W A
A
AND GRADE AREFWGH
INSTALLED
PLUMB
EXCURB.CONTRACTOR TO
VERIFY
IRBFLUSHWITH
—
IXI STING GRADE
D
---
TORI-�
e�Y
CHARGING STATION BASE PLATE
,n _
ANCHOR (TYP.)
W
I
(SEE DETAIL 17 ON SHEET C3.02)
SEE NOTE 3)
L (SEE
(
3
CHARGING STATION
'
• e REBARCONFIGURATION
1 PER DETAIL 30
FOOTPRINT
3` CLR e - CONCRETE FOUNDATION
(SEE NOTE I)
FOUNDATION SHALL BE INSTALLED ON A
COMPACTED BASE WITH 1FT MINIMUM
DEPTH OF FREE DRAINING AGGREGATE FILL
NOTES
1. SEE DETAIL 30- FOR FOUNDATION VARIABLES.
NOTES:
2. EXISTING GRADE AROUND EVOSS INSTALLED IN ISLANDS CAN BE GRASS OR FILLED WITH
1. SEE DETAIL 30- FOR FOUNDATION VARIABLES.
REINFORCED CONCRETE AT#4012.O.C. PROVIDE I7 COMPRESSIBLE JOINT FILLER AND
2 SEEDETAIL24-FORPARKINGLOTINSTALLATIONS
POURED SEPARATELY.
3. SEE DETAIL 29-FOR PARIONG GARAGE INSTALLATIONS.
3. "IS NOT RESPONSIBLE FOR THE DESIGN OF EQUIPMENT OR ANCHORAGETO THE
4. CONTRACTOR TO ENSURE HOUSEKEEPING PAD DOES NOT
EXTEND BEYOND THE
FOUNDATION. ANCHORAGE SHALL BE PROVIDED BY THE EQUIPMENT MANUFACTURER AND
FOUNDATION PERIMETER.
ARE ASSUMED TO BE CAST-N-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.r.s.
N.T.S.
N.T.S.
N.T.S.
EVCS PAD FOUNDATIONS
WIDTH
THICKNESS
RESAR
REBAR
REBAR OTY.
CONFIGURATION
(WJ
(T)
LAYERS
512E
(PER LAYER)
4
-S.
250
1 2
#5
4
NOTES
1. FOUNDATION WAS DESIGNED IN ACOORDANCE V ITH 2018INTERNATIONAL BUILDIN3 CODE
(IBC), ASCE 7-16, AND ACI 318-14.
2 FRESUMPTIVE SOILS WERE ASSUMED PER2018I8CTASLE1805.2
3. FOUNDATION SHALL BE INSTALLED ON COMPACTED SJEGRADE WITH BASE WATH IFT
y MINIMUM DEPTH OF FREE DRAINING AGGREGATE FILL (UNLESS OTHERWISE SPECIFIED).
4. VOLTA V4 ELECTRIC VEHICLECHARGING STATION (EVCS) MAY BE ROTATED AS NEEDED ON
PROPOSED FOUNDATION BLOCK
5. ALL EQUIPMENT ANCHORAGE MUST BE CAST4N-PLACE ANCHORAGE SHALL BE INSTALLED
PER MANUFACTURER SPECIFICATIONS,
c SCALE SCALE SCALE SCALE
NOT USED A_P 27 NOT USED „ram 28 NOT USED „_ 29 EVCS VARIABLE FOUNDATIONS TABLE „_, 30
?WALL (MODULAR BLOCK)
1. DETAIL FRO EDFORNFO.4vATIMMLY.
DES
WAIL SYSTEM
T00E FRONDED BY WALL NARUFALTIRER.
31 NOT USED SCALE 32 NOT USED
N.T.S.
33 NOT USED
155 DE HARD STREET
SAN FRANCISCO, CA 941D3
Kimley>>> Horn
New York
02023
KIMLEY-HORN ENGINEERING AND
LANDSCAPE ARCHITECTURE OF NEW YORK. P.C.
1 N LEXINGTON AVE SURE 505
WHITE PLAINS. NY 1WO1
PHONE. (914).T6&9199
IVMV.KIMLEY-HORN.COM
REV
DATE
DESCRIPTION
BY
I
0M32022
CD10N
PEP
2
03lJ 22
CD1003
GJB
3
GM12023
CDIIXs
ESP
4
09252023
CDION
KJ
ISSUE DATE
09/25/2023
ISSUED FOR
PERMIT
RGAVK PFIOFULYFORANYPERSON.
UNLESS TN EYAREACTNGUNDERTHE
DgELTKN OFA UCENSED PROFESSIONAL
EIGPIEERTOAL RTHISOOWNETT.
SIX FLAGS THE
GREAT ESCAPE
PHASE 1
1172 U.S. 9
QUEENSBURY, NY 12804
SHEET TITLE
SITE DETAILS
SHEETNUMBER
C3-03
34
EXTERIOR AREA FOR ELECTRICAL EQUIPMENT
EL OTE:LIROUIT
GENERAL NOTES
(4)N3/OAWG+(1)44AlAG
NEW 60OV 2DOA FUSED
#d AWG GND
6 EAKEARE
GNDIN 2-12' CONDUIT
NEMA 3R SERVICE RATED
IN2-1/OAKG+Er
IN2-1/7 CONDUIT
SHCVN FOR GRAPHICAL
SHONN FOR GRAPHICAL
1. ALL ELECTRICAL WORK AND RELATED ACTIVITIES PERFORMED ON SITE SHALL BE DONE IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE (NEC)STANDARDS BANG ENFORCED RY ALL
LOCATION OF METER TO BE
DISCONNECT SVdTCH
PURPOSES ONLY, SEE
APPLICABLE JURISDICTIONAL REQUIREMENTS AT THE TIME OF CONSTRUCTION.
COORDINATED KITH UTILITY.
J{
T 410V'20BY/121V'
PANEL SCHEDULE FOR
SPECIFIC CIRCUITNUMBER
2 ANY PAVEMENT DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR TO PRECONSTRUCTION CONDITIONS OR BETTER.
PROPOSED 480V POLE -MOUNTED
1 S0 KVA TRANSFORMER
AND LOCATION ON PANEL
UTIUTYTRANSFORAIER
N
3. CONiRACTORSHALL USE THKN COPPER CONDUCTORS.
2SETSOF •(t)ND
AV.G GNO EACH 2-t2'CONDUIT
A HI 2-1
4. CONTRASHALL USE EMTINSIDE ANO OUTSIDE ABOVE GRADEMERE NOT SUBJECT TODAMAGE COMRACTOR SHALLU3E RGS INSIDE AND OUTSIDE ABOVE GRADE MERE SUBJECT
TOOALAAGE CONTRACTORSHALL USE PVC SCHEDULE BOUNDER PAVED ORSIDE\YALKAREASAND PVC SCHEDULE 401N DIRTOR LANDSCAPED AREAS.
%6 A1AG GEC T03/4- X 6
4DOAr8P
COPPER CUD GROUND ROD
5. SEE SHEETS CT-00 AND C2.00 FOR CONDUIT SUB UP LOCATIONS.
60a2P 60TJ2P
20a1P 20a1P
6. CONTRACTOR TO LOCATE JUNCTION BOX LINE BOX(LB). OR APPROVED ALTERNATIVE FOR SITE SPECIFIC RUN LENGTHS AND BENDS.
�20AIIP 20aIP
—7-
60A2P 60A2P
(a) R310 AWG IN 2-1? CONDUCT
60a2P 60A2P
20a1P 20a1P
20a1P 2ONIP
60A2P 60-
a
NEWPANEL Vt'
NEMA 3R RATED
COOA MCB
208Yr120V
ca+wnsEcnnl
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APoVvER
II
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CONDLIRSECTION Cr
I
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UXILIARY
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CHARGING STATION EVCSM
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CHAROWGSTATLINEVCSO4
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20
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28
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SPACE
29
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1
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TPOI NFwe 1-1) 11taA 1500 I I 1w0 1 16001 1140 1 T=IAP—.
tJdcs t ConrocbG KVAItArAI: BT.B
2. O4msrW K\'A INeA) 122i
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32OFN,LC1FT
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4:OFT-510R
SIOFT-f15R
6i5FT-100TT
TOOFT-HAFT
12)P4A\VG•
(i)dA\VG•
111 a3ASVG•
121 PZ A\VG•
UI p2A\VG•
12)21AYIG•
121aU0AWG•
(21 PI/OA1VG•
121R/GAWG•
(2).UOAWG•
(21 P3(DAYIG•
11)P32AWG•
111X10AWG•
(2)PIOAW'G•
12)P10AWG•
12148A%VG•
12)nAYIG•
121 P8AIVG•
(21 R6A\VG•
121 a6A\VG•
121�AN'G•
li)MA\YG•
1 tl6AW6GND
II AY AIVG GND
1 Ai AWGGHD
1 MAWG GNO
11 MAWG GNo
1 MAW'G GNO
III. WGGND
Ill p3AWGGN
II tl2AWGGND
II tl1AWGGNO
11 tll AWG GYO
VOLTAGE DAOP TABLE NOTES
L CONTRACTOR SHAU BE RESPONSIBLE FOR DE-MTINGCONOUCTORS WHEN 4OR MORE CUME141 CARRYING CONDUCTORS ARE CARRIED IN THE SAMECONDUIT PCRTHE NEC.
1 THE DISTANCES IN THIS TABLEARCTOTAL 014TANCES, NOTHORIZONTAL DISTANCES. INQUOEVERTICAL RUNS AND FUNCTION COX COIL LENGTH INTHETOTAICONDUCTORDI ANCE.
3 MEN MORE THAN ONECHARGING STATION ORCUITCONDUCTORSARE INA CONDUIT, LISEONLY ONE SHARED EQMPNLNT CROUNOCONDLCTOR.
4. WHEN INSTA W NGM AWG OR LARGER CONDUCTORS FROh1T11E POWER SOURCE TO EVCS. INQUOE MULTICONDUCTOR TAPS IN THE CLOSEST FUNCTION BOX PRIORTO ENTERING THE NCS OR IN THE CVa
ITSELFS01HATe6AWGCONOUCIOMCANBETMR tNATEDINTtIENCS,
Conduit Schedule
Conduit Section
Conduit IT
Conduit Size
Conductors
Installation Method
A
1
2"
(See Voltage Drop Table)
Trends
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
Voila
155 DE HARO STREET
SAN FRANCISCO, CA 94103
IKimley)))Horn
New York
02023 KIMLEY-HORN ENGINEERING AND
LANDSCAPE ARCHITECTURE OF NEW YORK P.C.
1 N LEXINGTON AVE SURE 505
WHREPLAINS. NY I0001
PHONE. (914).T6&9199
VMAMIUMLEY-HORN.COM
REV
DATE
DESCRIPTION
BY
1
OB/032022
MEN
PEP
2
OWE 2022
CD100s
GJ13
3
08131R023
CD10Os
ESP
4
OMS2023
CD1DOs
K.R
ISSUE DATE
09/25/2023
ISSUED FOR
PERMIT
of NE
P +
m
DBie1D 4�
�PESG10`Aa`
aJ1251=5
1i IS AMIATI W CF LAZY FOR ANY PERSW.
UNLEss THEYARE ADtIYGUNDE0. ME
DFECTpN OFF LICENSED PROFESMONIL
ENM:EER. TOALTER THIS DO--.
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
COMPLIANCE WITH ART110.3,
2. ALL EXTERIOR EQUIPMENT SHALLBE RAIN TIGHT AND APPROVED FOR USE IN WET
CONDITIONS.
3. ALL CONDUCTORS 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 BE GROUNDED VIA EQUIPMENT GROUNDING
CONDUCTORS.
6. CHARGING UNITS ARE EOUIPPEDWITH AN INTEGRATE➢CONTACTOR TO PREVENT BACK
FEEDING OF POWER TO THE SOURCE
]. CONTRACTOR TO FIELD VERIFY MAIN FEED BREAKER SUPPORTING DISTRIBUTION PANEL IS
APPROPRIATELY SIZED TO SUPPORT THE LOAD. CONTRACTOR SHALL CONTACT THE
ENGINEERING TEAM IMMEDIATELY IF BREAKER IS 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
(E)
EXISTING
EMT
ELECTRICMETALUCTUBING
EV
ELECTRIC VEHICLE
EVSE
ELECTRIC VEHICLE SUPPLY EQUIPMENT
GALV
GALVANIZED
GND
GROUND
HDG
HOTDIPPEDGALVANIZED
I
CURRENT
KVA
KILOVOLT AMPERE
KW
KILOWATT
M
METER
MAX
MAXIMUM
MIN
MINIMUM
N
NEUTRAL
NEC
NATIONAL ELECTRIC CODE
WE
NOT TO SCALE
(M
NEw
OC
ONCENTER
PL
PROPERTY LINE
PVC
POLYVINYL CHLORIDE
RMC
RIGID METALLIC CONDUIT
SC H
SCHEDULE
SS
STAINLESSSTEEL
TYP
TYPICAL
V
VOLT
W
XFMR
WATT
TRANSFORMER
EXI STING SURFACE
4WREMOVAL
(1 Z' ON EACH
SIDE OF TRENCH)
24"TRENCt
I
TO
GENERAL CSONTRA CONTRACTORS TO REPLACE CITORS IL
SURFACING MATERIAL TO
MATCH EXISTING
CAUTIONARVTAPE
COMPACTED BACKFILL
U1
��
Q
.
-_-__-___-/.,i
WTH SATISFACTORY
NATIVEORIMPORTED
\'
S0ILTO95%PROCTOR
"-----------
UNDISTURBED SOIL
COMPACTED SAND BED
"
(SEE NOTE I)
POKER CONDUIT
NOTES
1. LEAN CONCRETE RED -COLORED TOP, MAYBE USED IN PLACE OF COMPACTED SAND.
2. BURY CONDUITS 38-MINIMUM BELOW FINISHED GRADE
3, ALLPVCSV.EEPSTOBEAMINIM M36'Sl.EEPS.
4. CONDUIT SIZES PER CONDUIT SCHEDULE
NOTE'
EXACT CONDUIT DIAMETERS MAY VARY UPON INSTALLATION. REFERENCE CONDUIT SIZE PER
THE CONDUIT SCHEDULE
POWER TRENCH 2 BORE SECTION N.T.S. 3 NOT USED N.T,S. 4
TRANSITION FROM PVCTO RMC FOR ANY
EXPOSED CONDUIT AT GRADE TO STUB UP
UNDISTURBED SOIL
ELECTRICAL NOTES:
\
AND ES ON-STTE BE
LATEDELECT
1. ALL ELECTACCORDANCE
\\1
ICCOD BEING ENLL
BY A
ACCORDANCE WITH NATIONAL ELECTRIC CODE MELT STANDARDS BEING ENFORCED BY ALL
WITH NA IONAL EC) STANDARDS FORCED
APPUCABLEJURISDICTIONAL REQUIREMENTS AT THE TIME OF CONSTRUCTION.
2. UTILTTYEOUIPVENT INSTALLATIONS AND PREP WORK SHALL BE COORDINATED WITH THE
APPROPRIATE UTILITY ENGINEER AT TIME OF PRECONSTRUCTION MEETING TO ENSURE
PVC CONDUIT
ACCURACY OF INSTALLATIONS.
3. CONDUIT PATHS ARE REPRESENTATIVE ONLY. EXACT CONDUIT PLACEMENT TO BE
NOTE:
FOR POWER
DETERMINED FIELD CONDITIONS.
1. EXACT CONOUR DIAMETERS MAY VARY UPON INSTALLATION. REFERENCE CONDUIT SIZE PER
TORS EXISTING CONCRETE WALL
TODRILNSTI CONTRACTOR
4. PRIORTODRIWNGCONTRANCHOR
SCHEDULE
THE CONDUITCONTRACTOR
MBEDM N CANB PROF
= IS AT LEAST 9'ANp THAT a'ANCHOR EMBEDMENT CAN BEPROVIDED.
^
2CO RSHALL ENSURE THAT BORE PR IS BACK FILLED PER
APPROVED METHOD UPON
COMPLAICN.
COMPLETION
SCALE
SCALE
SCALE
= ELECTRICAL NOTES 8P 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
CONCRETE CONSTRUCTION
TIER 15 RATED
i
NOT USED
NOT USED
CLASS A3
LIFT RING
TOP VIEW
OR SLOT
COVER DETAIL
CONCRRE COLLAR
CLASS A3
, I, ,
8•
I�=•I{
Ex cRAOE
GROUNDING
T
ELECTRODE�`S"'\F
OPEN
3' COMPACTED SOIL
BOTTOM
)+ AROUND SIDES OF BOX
p68,f 8,#8 AGGREGATE PLACED
UNDER ENTIRE BOTTOM OF BOX
SECTION VIEW
NON -TRAFFIC RATED JUNCTION BOX
NOT USED
Volta
155 DE HARO STREET
SAN FRANCISCO. CA 94103
�imley>>> Homo
02023 KIMLEY-HORN ENGINEERING AND
LANDSCAPE ARCHITECTURE OF NEW YORK P.C.
1 N LEXINGTON AVE SUITE 505
WHITE PLAINS. NY 10601
PHONE: TI)J6&9199
VWAMKIMLEY-HORN.COM
REV
DATE
DESCRIPTION
BY
1
OM 2022
CDIW,
PEP
2
0MI32022
CDIW0
GM
3
08/112023
CD1DOs
ESP
4
ORn52023
GD10Os
KA
ISSUE DATE
09/25/2023
ISSUED FOR
PERMIT
�OF NE
P�
m
9.�OD481D
� 1�5510Y`�
/15/1019
RISA VplAtlYi OF 41Y FOR PITY PERSON.
U NLESSTHEYAREACRYGUNDERTHE
DMECTI-OFAMM EDPROrGs51DW.L
MGNEEA,TO ALTER THIS D=WVff.
SIX FLAGS THE
GREAT ESCAPE
PHASE 1
1172 U.S. 9
QUEENSBURY, NY 12804
SHEETTITLE
ELECTRICAL
NOTES & DETAILS
SHEET NUMBER
E2-00