HomeMy WebLinkAbout4964 484 Station Ave Plansvolta volta
STOP & SHOP #2422-SOUTH YARMOUTH Kim!ey»>Horn484 STATION AVENUE
SOUTH YARMOUTH, MA 02664
TOWN OF YARMOUTH
SBL: 97-22
ITEM YESTASK VOLTA PROPOSES:
CONTACT 811 UTILITY PRIOR TO EXCAVATION WORK.DATE DESCRIPTION
NOTIFY VOLTA S KIMLEY-HORN OF ANY DISCREPANCIES VJI PLANS OR POTENTIAL CONFLICTS 04/29/2022 CD100S
VERIFY ALL FIELD CONDITIONS PRIOR TO START OF CONSTRUCTION IN ACCORDANCE VUTH THESE PLANS.
INSTALL WORK AREA PROTECTION MEASURES.
FIELD LOCATE EXISTING UTILITIES AND CROSSINGS & VERIFY NO CONFLICTS W/PROPOSED INFRASTRUCTURE.
FIELD VERIFY ALL STALL DIMENSIONS ANO EQUIPMENT LOCATIONS.
CONFIRM ALL ADA AND LOCAL REQUIREMENTS ARE MET.
ESTABLISH TEMPORARY CONSTRUCTION ACCESS(ES).
IMPLEMENT AND MAINTAIN EPSC CONTROL MEASURES PER LOCAL REQUIREMENTS.
ISSUE DATELOCATE VERTICAL AND HORIZONTAL UTILITIES PRIOR TO BORING.
PROVIDE PROPOSED LIMITS OF ASPHALT OVERLAY SKETCH TO KIMLEY-HORN & VOLTA (IF NEEDED).04/29/2022
SEED & STABILIZE ALL DISTURBED AREAS AFTER ANAL GRADING.
CONTRACTOR VERIFICATION CHECKLIST CODE BLOCK PROJECT DESCRIPTION PROJECT TEAM ISSUED FOR
PERMITSHEET TITLE
COVER SHEET
GENERAL NOTES
VOLTA STATION OVERVIEW
OVERALL SITE PLAN
ENLARGED SITE PLAN
SITE DETAILS
STOP & SHOPSITE DETAILS
#2422-SOUTHSITE DETAILS YARMOUTH
ELECTRICAL ONE LINE DIAGRAM 8 PANEL SCHEDULESITE
ELECTRICAL NOTES S DETAILS
SHEET INDEX
SHEET TITLE
COVER SHEET
CALL AT LEAST TWO WORKING
DAYS BEFORE YOU DIG
DIG ALERT SHEET NUMBER
C0-00
VICINITY MAPLOCATION MAP CALL BEFORE YOU DIG
2 STANDARD PARKING STALLS ARE TO BE CONVERTED INTO 2
STANDARD ELECTRIC VEHICLE (EV) PARKING STALLS. 2 ELECTRIC VEHICLE CHARGING STATION FIXTURES ARE TO BE INSTALLEDIN
LANDSCAPE ISLANDS ADJACENT TO THE EV PARKING STALLS. 2
REMOTE CHARGING UNITS ARE TO BE INSTALLED AT THE HEAD
OF THE EV PARKING STALLS. ELECTRICAL CONDUITS WILL BE
EXTENDED FROM THE EXISTING BUILDING TO THE ELECTRIC VEHICLE CHARGING STATIONS. VOLTA WLL ALSO PAINT ANO
MARK ALL EV CHARGING PARKING STALLS AND INSTALL NECESSARY PARKING SIGNS.
(7S7)-213-8620
JON.CHAMBERS@KIMLEY.HORN.COM
ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE BUILDING/
DWELLING. STRUCTURAL. PLUMBING. MECHANICAL, ELECTRICAL. AND FIR0LIFE SAFETY CODES AS ADOPTED BY THS LOCAL GCNERNING
AUTHORITIES. NOTHING IN THESE PLANS ISTO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THE LOCAL GOVERNING
AUTHORITIES COOES.
(5081-654-6851
LCAMAR@STOPANDSHOP.COM
(610) 570-9756
EVA.ABENIACAR@VOLTACHARGING.COM
(6151-564-2865
RYAN.GRAM@KIMLEY-HORN.COM
(6151-564.2865RYAN.GRAM@KIMLEY-HORN.COM
155 DE HARO STREET
SAN FRANCISCO. CA 94103
NO N/A
SITE PARTNER:
STOP 6 SHOP1385 HANCOCK STREET
QUINCY, MA 02169
CONTACT: LINDA CAMARA
PHONE ----—
CONTRACTOR SHALL VERIFY ALL PLANS 4 EXISTING LOCATIONS. CONDITIONS ON THE JOB SITE 4 SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES
BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME.
ELECTRICAL ENGINEER:
KIMLEY-HORN t ASSOCIATEs.’InC. CONTACT: JON CHAMBERS. P.E.
PHONE- --------------EMAIL
kimlEy-horn & ASSOCIATES. INC. CONTACT: RYAN GRAM. P.E.
PHONE: --------------
EMAIL
PROGRAM MANAGER:
KIMLEY-HORN & ASSOCIATES, INC. CONTACT: RYAN GRAM. P.E.
PHONE: --------------
VOLTA REPRESENTATIVE:
voLTa-------------------------------
155 DE HARO STREET
SAN FRANCISCO. CAS4103 CONTACT: EVAABENIACAR
PHONE: --------------
(914).368-9199
DEAN.APOSTOLERIS@KIMLEY-HORN.COM CIVIL ENGINEER:
484 STATION AVENUE
SOUTH YARMOUTH, MA
02664
404 WYMAN STREET, SUITE 385
WALTHAM, MA 02451
Main: 914.368.9199 | www.kimley-hom.com
APPLICANT:
KIMLEY-HORN 4 ASSOCIATES. INC. 404 WYMAN STREET, SUITE 385 WALTHAM. MA 02451
CONTACT: DEANAPOSTOLERIS PHONE: ----'
Know what's BELOW.
CALL before you dig.
SHEET NUMBER
GENERAL NOTES:
1. VOLTA WILL PROVIDE AN INSTALLATION GUIDE AND OTHER SUPPORTING DOCUMENTS AT TIME OF
CONSTRUCTION.2. ALL EXISTING CONDITIONS SHOVW ARE APPROXIMATE. EXISTING UTILITY LOCATIONS AND CROSSINGS ARE TO BE LOCATED IN THE FIELD. CONTRACTOR IS TO CONTACT 811 UTILITY 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 CONTRACTOR'S
EXPENSE.4. PROPOSED PAVEMENT STRIPING SHALL LINE UP WITH EXISTING STRIPING WHEREVER 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
MAY BE CONSIDERED BY GOVERNMENTAL AGENCIES OR DEPARTMENTS. OR NON-GOVERNMENTAL
GROUPS TO BE NON-COMPUANT VMTH THE AMERICANS WITH DISABILITIES ACT OF 1990, REVISED 2010 ADA
REGULATIONS ANO STANDARDS. THE AMERICANS WITH DISABILITIES ACT OF 1990 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 JUDGEMENT GAINED
FROM PAST EXPERIENCE WITH ACCESSIBILITY LAWS, CODES. AND STANDARDS AND THE WORKING
INVOLVEMENT TO DEVELOP ACCESSIBILITY STANDARDS THAT WILL MEET OR EXCEED THE APPLICABLE
FEDERAL GUIDELINES. ACCORDINGLY. NO CLAIMS OR WARRANTIES. EXPRESSED OR IMPLIED. ARE MADE
THAT IN PREPARING THIS PLAN AND PROPOSING RECOMMENDATIONS. THAT ALL POSSIBLE BARRIERS TO
ALL PEOPLE HAVE BEEN IDENTIFIED.6. CONTRACTOR SHALL ACHIEVE A MINIMUM OF 1% BUT NO MORE THAN A 2% SLOPE IN ANY DIRECTION
WITHIN ADJACENT ACCESSIBLE SPACE AND BLEND ASPHALT OVERLAY TO EXISTING GRADES AS REQUIRED. CONTRACTOR SHALL PROVIDE A SKETCH TO VOLTA OF PROPOSED LIMITS OF ASPHALT
OVERLAY TO ACHIEVE THIS REQUIREMENT PRIOR TO BEGINNING PAVEMENT WORK.
7. ACCESSIBLE EV STALLS WERE DESIGNED BASED ON EXISTING CONDITIONS AND WITHOUT THE BENEFIT OF SURVEY DATA ALL ADA AND LOCAL REQUIREMENTS INCLUDING BUT NOT LIMITED TO SLOPE ANO SPACING
SHALL BE CONFIRMED BY THE CONTRACTOR AND MET AT THE TIME OF CONSTRUCTION.
8. CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES IN ACCESSIBILITY PRIOR TO
CONSTRUCTION.
9. UNDER NO CIRCUMSTANCE IS THE CONTRACTOR TO DISRUPT ANY OPERATIONS AT THE SITE HOST LOCATION INCLUDING BUT NOT LIMITED TO CUSTOMER DISRUPTION. UTILITIES. AND INFRASTRUCTURE.
10. CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT WORK AREAS WITH CONES AND/OR BARRICADES AT
ALL TIMES.
EROSION CONTROL & CRAPING NOTES:
1. ADDITIONAL EROSION CONTROL DEVICES TO BE USED AS REQUIRED BY LOCAL INSPECTOR.
2. DISTURBED AREAS LEFT IDLE FOR FIVE DAYS, AND NOT TO FINAL GRADE, WILL BE ESTABLISHED TO TEMPORARY VEGETATION. MULCH, TEMPORARY VEGETATION OR PERMANENT VEGETATION SHALL BE
COMPLETED ON ALL EXPOSED AREAS WITHIN 14 DAYS AFTER DISTURBANCE. ALL AREAS TO FINAL GRADE
WILL BE ESTABLISHED TO PERMANENT VEGETATION UPON COMPLETION.
3. WHEN HAND PLANTING. MULCH (HAY OR STRAW) SHOULD BE UNIFORMLY SPREAD OVER SEEDED AREA WITHIN 24 HOURS OF SEEDING. IF UNABLE TO ACCOMPLISH. MULCH SHALL BE USED AS A TEMPORARY
COVER. CONCENTRATED FLOW AREAS AND ALL SLOPES STEEPER THAN 2.5'1 ANO WITH A HEIGHT OF TEN
FEET OR GREATER (DOES NOT APPLY TO RETAINING 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 WITH, LAND-DISTURBING
ACTIVITIES.5. EROSION CONTROL MEASURES VMLL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION CONTROL AND
SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT
SOURCE.6. SEED ALL DISTURBED AREAS UNLESS OTHERWISE NOTED AS PART OF THIS CONTRACT.7. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE
COMMENCING WORK ANO AGREES TO BE RESPONSIBLE FOR ANY ANO ALL DAMAGES WHICH MIGHT
RESULT FROM THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY UNDERGROUND
UTILITIES TO REMAIN. THE CONTRACTOR IS TO NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES
AND/OR CONFLICTS WITH EXISTING OR PROPOSED UTILITIES PRIOR TO PROCEEDING.
8. STOCKPILED TOPSOIL OR FILL MATERIAL IS TO BE TREATED SO THE SEDIMENT RUN-OFF WILL NOT CONTAMINATE SURROUNDING AREAS OR ENTER NEARBY STREAMS. STOCK PILE LOCATIONS SHALL BE COORDINATED WITH THE ENGINEER PRIOR TO GRADING ACTIVITIES. EROSION & SEDIMENT CONTROL
PRACTICE SHALL BE INSTALLED PRIOR TO STOCKPILE OPERATIONS.9. CONSTRUCT SILT BARRIERS BEFORE BEGINNING GRADING OPERATIONS.
10. MULCH ANO SEED ALL DISTURBED AREAS AS SOON AS POSSIBLE AFTER FINAL GRADING IS COMPLETED
(WITHIN 15 DAYS OF ACHIEVED ANAL GRADES) UNLESS OTHERWISE INDICATED. CONTRACTOR SHALL TAKE WHATEVER MEANS NECESSARY TO ESTABLISH PERMANENT SOIL STABILIZATION. STEEP SLOPES
(GREATER THAN 3 1) SHALL BE STABILIZED WITHIN 7 DAYS OF FINAL GRADING.11. PROVIDE TEMPORARY CONSTRUCTION ACCESSES) AT THE POINT(S) WHERE 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 SEQUENCING NECESSARY TO CONSTRUCT
THE PROPOSED IMPROVEMENTS INCLUDED IN THESE PLANS. THE CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY AND PRIOR TO CONSTRUCTION IF ANY ADDITIONAL DETAIL IS NECESSARY. CONTRACTOR IS
SOLELY RESPONSIBLE FOR COMPLYING WITH THE AHJ REQUIREMENTS.
ADA COMPLIANCE:
1. CURB RAMPS ALONG PUBLIC STREETS AND IN THE PUBLIC RIGHT-OF-WAY SHALL BE CONSTRUCTED BASED
ON THE CITY STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS.
Z PRIVATE CURB RAMPS ON THE SITE (I.E. 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 THE CURB RAMP, NOT INCLUDING FLARES.3. ALL ACCESSIBLE ROUTES. GENERAL SITE AND BUILDING ELEMENTS, RAMPS, CURB RAMPS. STRIPING. AND PAVEMENT MARKINGS SHALL CONFORM TO ADA STANDARDS FOR ACCESSIBLE DESIGN, LATEST EDITION.4. BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY THAT SUITABLE ACCESSIBLE PEDESTRIAN
ROUTES (PER ADA AND FHA) EXIST TO AND FROM EVERY DOOR AND ALONG SIDEWALKS, ACCESSIBLE
PARKING SPACES. ACCESS AISLES. AND ACCESSIBLE ROUTES, IN NO CASE SHALL AN ACCESSIBLE RAMP
SLOPE EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPE EXCEED 2.0
PERCENT. IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPE EXCEED 5.0 PERCENT. ACCESSIBLE
PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 2.0 PERCENT SLOPE IN ANY DIRECTION.5. CONTRACTOR SHALL TAKE HELD 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 DRILLING (HDD) OR OTHER TRENCHLESS METHODS AS APPROVED BY SITE HOST ARE THE PREFERRED METHOD TO INSTALL CONDUIT BENEATH EXISTING PARKING LOTS ANO PAVED AREAS.
1.1. CONDUIT SHALL BE INSTALLED AT A MINIMUM DEPTH OF TWO AND ONE-HALF FEET (2.5') 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 PIT WITHIN ASPHALT PAVEO AREA OR CONCRETE SIDEWALK AREA; RECEIVING PIT 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 (3-) BY THREE FEET (31 AND SHALL NOT
UNDERMINE 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. CURBING. OR CURBING GUTTER IS
REMOVED. THE WIDTH OF THE REMOVAL SHALL EXCEED THE ACTUAL WIDTH AT THE TOP OF THE TRENCH BY TWELVE INCHES (12'1 ON EACH SIDE OF THE TRENCH. OR A TOTAL OF TWO FEET (21 WIDER THAN THE TRENCH.
1.6. TRENCHING THROUGH THE CONCRETE RECEIVING PAD AT THE REAR OF THE STORE OR THE
DRIVE-THRU SLAB IS NOT ALLOWED. ONLY TRENCHING THROUGH MINOR CONCRETE INSTALLATIONS SUCH AS SIDEWALKS WILL BE PERMITTED.
1.7. EXCAVATE TRENCHES TO A DEPTH FOUR INCHES (4‘) DEEPER THAN BOTTOM OF FINISHED PIPE ELEVATION.
1.8. THE BOTTOM WIDTH 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
SHALL BE DISPOSED OFFSITE.
1.10. BEDDING AND BACKFILL MAY BE MATERIAL EXCAVATED FROM THE TRENCH PROVIDED THAT IT IS FREE
FROM DEBRIS AND ROCKS LARGER THAN ONE AND ONE-HALF INCHES (1-1/2-).1.11. OVER THE PIPE. IN LAYERS NOT EXCEEDING FOUR INCHES (4’). PLACE ANO COMPACT SUITABLE FILL MATERIAL TO NINETY-FIVE PERCENT (95%) DRY DENSITY AS DETERMINED BY ASTM D698.1.12. COMPACTING EQUIPMENT SHALL BE OF SUCH DESIGN. WEIGHT. AND QUALITY AS IS REQUIRED TO
OBTAIN THE DENSITIES SPECIFIED HEREIN OR INDICATED ON THE DESIGN DRAWINGS. AREAS
INACCESSIBLE TO SELF-PROPELLED COMPACTING EQUIPMENT SHALL BE COMPACTED OR
CONSOLIDATED BY HAND-OPERATED MECHANICAL TAMPERS OR VIBRATORS.
1.13. RESTORE GRASS. LANDSCAPING. IRRIGATION AND ALL FEATURES TO THEIR PRECONSTRUCTION CONDITION.
2. ANY UTILITIES, PAVEMENT. IRRIGATION. LANDSCAPING OR OTHER SITE FEATURES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED BY EV CHARGING STATION VENDOR TO SITE HOST SPECIFICATION.
2.1. 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.
2.2. WHERE PARKING LOT, SIDEWALK OR OTHER PAVED AREAS ARE IMPACTED OR DAMAGED. IT IS THE
RESPONSIBILITY OF THE EV CHARGING STATION VENDOR TO REPAIR THE AREA TO LIKE NEW
CONDITION, REPAIR SHOULD EXTEND BEYOND DAMAGED AREA TO NEAREST CLEAN BREAK THAT
ALIGNS WITH ARCHITECTURAL BREAKS, MATERIAL JOINTS. PAVEMENT MARKINGS. ETC.
3. WHERE APPLICABLE, UTILITY SERVICE PROVIDER TO USE SITE HOST APPROVED ROE (RIGHT OF ENTRY) AGREEMENT. SITE HOST PROGRAM MANAGER WILL PROVIDE TEMPLATE WHEN NECESSARY.4. ASPHALT PAVEMENT REMOVAL ANO REPLACEMENT
4.1. SAW CUT 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
4.2. REMOVE THE PAVEMENT WITHOUT DAMAGING THE PAVEMENT THAT IS TO REMAIN IN-PLACE.
4.3. IF BASE REPLACEMENT IS REQUIRED, COMPACT THE IN-SITU SOILS TO NINETY-FIVE PERCENT (95%)
ASTM D698 ANO PLUS OR MINUS TWO PERCENT (2%) OF OPTIMUM MOISTURE CONTENT. REMOVE ANO
REPLACE ANY UNSUITABLE IN-SITU SOILS.
4.4. PLACE AND COMPACT BASE MATERIAL TO NINETY-FIVE PERCENT (95%) OF ASTM D698.
4.5. APPLY PRIME COAT TO AGGREGATE BASE IN COMPLIANCE VMTH THE DOT SPECS. PRIME COAT SHALL NOT BE APPLIED MORE THAN TWENTY-FOUR (24) HOURS BEFORE ASPHALT PAVEMENT IS PLACED. APPLICATION RATE TO BE PER THE DOT SPEC.
4.6. CLEAN AND APPLY TACK COAT TO THE ENDS OF CURBS. EDGES OF CONCRETE SURFACES. EDGES OF MANHOLES AND INLETS AND EDGES OF SAWCUT PAVEMENT THAT WILL REMAIN IN-PLACE.
4.7. PLACE AND COMPACT HOT-MIX ASPHALT. HOT-MIX ASPHALT THICKNESS SHALL BE THE GREATER OF
THE IN-PLACE ASPHALT OR THREE ANO ONE-HALF INCHES (3.51. ASPHALT MIX DESIGN SHALL BE BY
THE CONTRACTOR.
4.8. PLANT MIXED ASPHALT BASE/BINOER COURSE PROVIDE ONE COURSE LAID TO A MINIMUM COMPACTED THICKNESS OF TWO INCHES (21.
4.9. PLANT MIXED ASPHALT SURFACE COURSE: PROVIDE ONE COURSE LAID TO A MINIMUM COMPACTED THICKNESS OF ONE AND ONE-HALF INCHES (1-1/21.4.10. FOR SMALLER JOBS. IT MAY NOT BE FEASIBLE TO INSTALL BINDER AND SURFACE COURSES. IN WHICH
CASE SURFACE COURSE. PLACED AND COMPACTED IN TWO LIFTS. WILL BE ACCEPTED.4.11. IF PLACING HOT MIX ASPHALT WITH A SHOVEL. BEGIN PLACING HMA AGAINST THE EDGES OF THE
PATCH AND WORKING INWARD. HMA SHOULD NOT BE PLACED IN THE CENTER OF THE PATCH AND
RAKED TOWARDS THE EOGES.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 WHEEL OR COMPACTION EQUIPMENT SHOULD
OVERHANG THE EXISTING PAVEMENT ONTO THE PATCH BY SIX INCHES (S’). AFTER THE PERIMETER OF THE PATCH HAS BEEN COMPACTED BEGIN TO WORK TOWARDS THE CENTER OF THE PATCH WITH
SUCCESSIVE PASSES OFFSET BY SIX INCHES (S’).
4.13. THE CONTRACTOR SHALL UTILIZE THE APPROPRIATE HEAVY COMPACTION EQUIPMENT TO ACHIEVE
THE REQUIRED COMPACTION OF THE ASPHALT.
4.14. SEAL THE AREA AROUND THE EOGES WITH AN ELASTOMERIC LIQUID ASPHALT SEALER TO PROTECT
AGAINST WATER INFILTRATION. INCLUDING ANY INADVERTENT OVERCUTS DURING THE SAW CUTTING
PROCEDURE.
DETAIL NO,
SHEET NO.
PROPERTY LINE
BREAK LINE
EXISTING CURB AND GUTTER
EXISTING PARKING STRIPE
EXISTING FENCE
EXISTING OVERHEAD POWER LINE
EXISTING CONCRETE
EXISTING GRAVEL AREA
EXISTING LANDSCAPED AREA
EXISTING TREE
EXISTING SHRUB
EXISTING ROCK
EXISTING FIRE HYDRANT
EXISTING CATCH BASIN / MANHOLE
EXISTING POWER POLE
EXISTING LIGHTPOLE
EXISTING SIGN POST
EXISTING UTILITY / STRUCTURE
EXISTING ELECTRICAL ROOM / PANEL / EQUIPMENT AREA
PROPOSED ELECTRICAL CONDUIT
PROPOSED ELECTRICAL JUNCTION BOX
PROPOSED COMMUNICATIONS CONDUIT
PROPOSED COMMUNICATIONS JUNCTION BOX
PROPOSED CURB AND GUTTER
PROPOSED PARKING STRIPE
PROPOSED CONCRETE WHEEL STOP
PROPOSED CONCRETE PAD
PROPOSED TREE PROTECTION
PROPOSED TREX FENCING
PROPOSED VOLTA L2 CHARGING STATION
PROPOSED VOLTA L2 POST-INSTALLED CHARGING STATION
PROPOSED PCS FOUNDATION W/ 4" BOLLARDS
PROPOSED L2 REMOTE CHARGING UNIT / CHARGING PEDESTAL FOUNDATION
PROPOSED SIGN POST W/ BOLLARD
PROPOSED POST INSTALLED SIGN POST
PROPOSED POST INSTALLED SIGN POST W/ BOLLARD
PROPOSED WALL MOUNTED SIGN
PROPOSED 4" ISOLATED PIPE BOLLARD
volta
155 DE HARO STREET
SAN FRANCISCO, CA 94103
Kimley»>Horn
404 WYMAN STREET, SUITE 385
WALTHAM. MA 02451
Main: 914.368.9199 | www.kimley-hom.comO Kmlev-Ho™ and AuocUtn. Ixc.
ISSUE DATE
04/29/2022
REV DATE DESCRIPTION BY
1 04/29/2022 CD100»CM
ISSUED FOR
PERMIT
STOP & SHOP
#2422-SOUTH
YARMOUTH
484 STATION AVENUE
SOUTH YARMOUTH, MA
02664
SHEET TITLE
GENERAL NOTES
SHEET NUMBER
C0-01
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 C02 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, lOkW max; UL 2202
• Plug: SAE J1772 compliant connector
POWER REQUIREMENTS
• Charging unit: 60A/2P, 208/240 breaker
• Display/connectivity: 20A/1P, 120V
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’
voila -----------------
55” Media Display
Charges up to 30miles per hour
Universal J1772 connections
Cable Management
Fully Networked
Proprietary & Confidential - Do Not Distribute
volta
155 DE HARO STREET
SAN FRANCISCO. CA 94103
Kimley»Horn
404 WYMAN STREET. SUITE 385
WALTHAM, MA 02451
Main: 914.368.9199 | www.kimley-hom.com
ISSUE DATE
04/29/2022
REV DATE DESCRIPTION BY
1 04/29/2022 CD100*CM
ISSUED FOR
PERMIT
STOP & SHOP
#2422-SOUTH
YARMOUTH
484 STATION AVENUE
SOUTH YARMOUTH, MA
02664
SHEET TITLE
VOLTA STATION
OVERVIEW
SHEET NUMBER
C0-02
INFRASTRUCTURE,
volta
155 DE HARO STREET
SAN FRANCISCO. CA 94103
Kimley»Horn
404 WYMAN STREET, SUITE 385
WALTHAM, MA 02451
Main: 914.368,9199 | www.kimley-hom.com
ISSUE DATE
04/29/2022
REV DATE DESCRIPTION BY
1 04/29/2022 CD100»CM
ISSUED FOR
PERMIT
STOP & SHOP
#2422-SOUTH
YARMOUTH
484 STATION AVENUE
SOUTH YARMOUTH, MA
02664
SHEET TITLE
ENLARGED SITE
PLAN
SHEET NUMBER
C2-00
voila
SIDE VIEW
HIGH-VISIBILITY FENCING
Kimley»>HornELECTRIC
VEHICLE
CHARGING130 MPH STANDARD PARKING STALL ST-0"EXISTING GRADE
PLAN VIEW
TREE PROTECTIONCONCRETE WHEEL STOP SIGN REQUIREMENTSGENERAL NOTES
FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS
Volta ChargingVolta Charging
ISSUE DATESTRIPING GUIDELINESSTRIPING GUIDELINES
04/29/2022
ISSUED FOR
PERMIT
STOP & SHOP
#2422-SOUTH
YARMOUTH
SHEET TITLE
SITE DETAILS
SHEET NUMBER
C3-00
EV STRIPING GUIDELINES SIGN POST W/BOLLARD
UNDISTURBED MATIVE SOIL
04" STEEL PIPE BOLLARD FILLED
W/ CONCRETE. SEAL AT THE TOP INHERE SIGNPOST PROTRUDES
2 1/2X2 1/2" SO. GALV. STEEL SIGN POST
JMITS OF
DISTURBANCE
4“ WIDE PARKING
STRIPE (TYP.)
TREE PROTECTION/HIGH VISIBILITY FENCING
5-3“ OR MIN.
FROST DEPTH
WHICHEVER
IS GREATER
1/2 STEEL RODS («4 REBAR) 2-0" MIN. LENGTH
NSTALLED WITH YELLOW BOLLARD
SLEEVE W/WHITE REFLECTIVE TAPE.
°OST GUARD BOLLARD COVER
CL1385G OR APPROVED EQUAL
- EV PARKING SIGN
(SEE DETAIL 4. THIS SHEET)
SI • 0.048g
FURNISH AND INSTALL TEMPORARY HIGH-VISIBILITY FENCING AT
CONSTRUCTION LIMITS PRIOR TO ANY LAND DISTURBANCE.
TO BE PLACED AT HEAD OF PARKING STALLPOST MOUNTED OBJECTS PER ADA CODE SECTION 11B-307.3.
THIS DETAIL SHALL BE USED WHEN SIGN POST IS LOCATED IN PARKING LOT PAVEMENT, OR
WITHIN Z CAR OVERHANG ZONE.
REFER TO NOTES FOR ASSUMED GEOTECHNICAL 164 PARAMETERS. THIS SIGN DESIGN
ASSUMES ASCE 7-10 WIND SPEED AND AN EXPOSURE CATEGORY B. IF EITHER OF THESE GEOTECHNICAL PROPERTIES OR ASCE 7-10 WINO PARAMETERS DIFFER BASED ON
LOCATION THE DESIGN MUST BE UPDATED BY A STRUCTURAL ENGINEER.
1/2" STEEL RODS («4 REBAR)
7-0" MIN. LENGTH
155 DE HARO STREET
SAN FRANCISCO, CA 94103
PAVEMENT
SECTION AND COMPACTED BASE COURSE PER PLAN
NOTES1. WHEEL BLOCK TO BE 6MF LONG x 8" WIDE x 6" HIGH WITH 1-1/2“
CHAMFERS AS SHOWN.2. WHEEL BLOCKS SHALL BE PRECAST CONCRETE SECTIONS. 4,000 PSI CONCRETE MIX WITH (2) »3 BARS CONTINUOUS.
1. SIGN TO BE GREEN (PANTONE 355C) WITH WHITE LETTERING AND MUST BE REFLECTIVE
PAVEMENT SECTION
AND COMPACTED BASE
COURSE PER PLAN
SIDEWALK
484 STATION AVENUE
SOUTH YARMOUTH, MA
02664
404 WYMAN STREET. SUITE 385
WALTHAM, MA 02451
Main: 914.368.9199 | VAYw.kimley-hom.com
1. UNLESS NOTED OTHERWISE. THE FOLLOWING NOTES RELATING TO
THE “SITE DETAILS" SHEETS SHALL GOVERN.2. COMPRESSIVE STRENGTH OF CONCRETE FOUNDATION SHALL BE A
MINIMUM OF 4.500 PSI AT 28 DAYS WITH MAXIMUM VWCM RATIO OF
0.45 ANO AIR-CONTENT OF 5% ♦/-1.5%.3. MINIMUM YIELD STRENGTH OF REINFORCEMENT TO BE 60,000 PSI
(ASTM-A615).4. REFERENCE CIVIL AND ELEC. DRAWING FOR EQUIPMENT LAYOUT,
LOCATION OF CONDUIT. ETC.
5. FINAL ANCHOR BOLT AND POLE DESIGN INCLUDING SIZE AND
CONFIGURATION ARE BY MFR.6. BEFORE STARTING ANY WORK, THE CONTRACTOR SHALL VERIFY
ALL DIMENSIONS ON THE SITE AND REPORT ANY DISCREPANCIES IMMEDIATELY TO THE ENGINEER.7. NO GEOTECHNICAL ENGINEERING REPORT WAS PROVIDED BY THE
OWNER. FOUNDATION DESIGN IS BASED ON A MINIMUM OF 1,500
PSF NET ALLOWABLE BEARING 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. K1MLEY-HORN ANO 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. DESIGN IS BASED ON THE SPECIAC 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 ANO
MINIMUM 6" COMPACTED STONE BASE UNLESS OTHERWISE
SPECIFIED.
13. BUILDING CODE: IBC 2018
DESIGN PARAMETERS (PER ASCE 7-16).
WIND SPEED:
EXPOSURE CATEGORY TOPOGRAPHY CATEGORY: RISK CATEGORY
SEISMIC PARAMETERS
FROST DEPTH: SW
FEMA FLOOD ZONE XNOTE BOLLARDS ARE NOT DESIGNED FOR FULL 6 KIP IMPACT LOADS UNLESS OTHERWISE NOTEO AS "VEHICULAR RATED".
SIGN INSTALLATION HEIGHT:
ALL SIGNS TO BE INSTALLED AT 60" ABOVE FINISH FLOOR. IF SIGNS ARE LOCATED WITHIN AN
ACCESSIBLE ROUTE. THEY WILL BE INSTALLED AT 80" ABOVE FINISHED FLOOR. MEASUREMENTS ARE TAKEN FROM BOTTOM OF LOWEST SIGN.
SIGN INSTALLATION TYPE.
CONTRACTOR SHALL COORDINATE WITH VOLTA TO DETERMINE EVCS SIGN TYPE PRIOR TO INSTALLATION.
TREE DRIPLINE
2-0" FROM EDGE
DESCRIPTION
SONC. BASE
usouncu oo koi
EV STRIPING GUIDELINES
row "CQ'volta
155 DE HARO STREET
SAN FRANCISCO, CA 94103
Kimley»Horn
404 WYMAN STREET. SUITE 385
WALTHAM, MA 02451
Main: 914.368.9199 | www.kimley-hom.com O Kimloy-Hom Ine.
ISSUE DATE
REV DATE DESCRIPTION BY
04/29/2022 CD100S CM
04/29/2022
ISSUED FOR
PERMIT
STOP & SHOP
#2422-SOUTH
YARMOUTH
484 STATION AVENUE
SOUTH YARMOUTH, MA
02664
SHEET TITLE
SITE DETAILS
C3-01
volta
EVCS PAD FOUNDATIONS
THICKNESS REBAR
Kimiey»>Horn3.75
DESCRIPTION
CD100«
ISSUE DATEV4 EVCS FOUNDATION SECTION A-A EVCS VARIABLE FOUNDATIONS TABLEV4 EVCS FOUNDATION
04/29/2022
FOR REFERENCE ONLY, DESIGNED AND PROVIDED BY OTHERS
ISSUED FOR
PERMIT
Tech specs
L2 PEDESTAL PAD FOUNDATIONS
THICKNESSCONFIGURATION (PER LAYERI STOP & SHOP
#2422-SOUTH
YARMOUTH
EXISTING GRADE
SHEET TITLE
SITE DETAILS
BTC POWER SHEET NUMBER
C3-02
CHARGING PEDESTAL CUT SHEETCHARGING PEDESTAL VARIABLE FND. TBL CHARGING PEDESTAL BASE PLATE
INSTALLATION
kwaniNtSHM MOW K'tflrg (Owl)
CONTRACTOR TO ENSURE
CONCRETE FOUNDATION AND GRADE ARE FLUSH
REMOTE CHARGING
UNIT DISPENSER
REMOTE CHARGING UNIT DISPENSER
REQUIRED DOOR SWING CLEARANCES FROM ANY OBJECT: FRONT. 18.17"
SIDES: 8.0"
CONCRETE FOUNDATION
(SEE NOTE 1)
CHARGING STATION
FOOTPRINT
FOUNDATION SHALL BE INSTALLED ON A
COMPACTED BASE WITH 1FT MINIMUM
DEPTH OF FREE DRAINING AGGREGATE FILL
CHARGING PEDESTAL
FOUNDATION (SEE NOTE 1)
INSTALL 1/2" COMPRESSIBLE
JOINT FILLER WHERE
FOUNDATION ABUTS
EXISTING PAVEMENT (TYP.)
HOUSEKEEPING PAD
(SEE NOTE 4)
REBAR CONFIGURATION
PER DETAIL 17
INSTALL 1/T COMPRESSIBLE JOINT FILLER WHERE
FOUNDATION ABUTS EXISTING PAVEMENT OR CONC. PAD (TYP.)
LcwH 2 Single 8 Dual Port
Pedestal Station
CONTRACTOR
TO ENSURE
STA. IS
INSTALLED
MIN. 6" CONC. PAD TO BE UTILIZED IN RAISED
LANDSCAPE ISLANDS TO
CONNECT FND. TO BACK OF
EX CURB. CONTRACTOR TO VERIFY PAD IS FLUSH WITH =ND. AND CURB
EVCS ANCHOR (TYP.)
(SEE NOTE 3)
REFERENCE DETAIL 19 - FOR FOUNDATION VARIABLES.
SEE DETAIL 21 - FOR REMOTE CHARGING UNIT BASE PLATE INFORMATION.
KHA IS NOT RESPONSIBLE FOR THE DESIGN OF EQUIPMENT OR ANCHORAGE TO THE FOUNDATION. ANCHORAGE SHALL BE PROVIDED BY THE EQUIPMENT MANUFACTURER
ANO ARE ASSUMED TO BE CAST-IN-PtACE PER MANUFACTURER RECOMMENDATIONS.
CHARGING STATION FOUNDATION
(SEE NOTE 1)
155 DE HARO STREET
SAN FRANCISCO. CA 94103
NOTES
1. SEE DETAIL 17 - FOR FOUNDATION VARIABLES.2. EXISTING GRADE AROUND EVCSS INSTALLED IN ISLANDS CAN BE GRASS OR FILLED WITH
REINFORCED CONCRETE AT «4 Q 12" O.C. PROVIDE 1/2" COMPRESSIBLE JOINT FILLER AND POURED SEPARATELY.
3. KHA IS NOT RESPONSIBLE FOR THE DESIGN OF EQUIPMENT OR ANCHORAGE TO THE FOUNDATION. ANCHORAGE SHALL BE PROVIDED BY THE EQUIPMENT MANUFACTURER AND
ARE ASSUMED TO BE CAST-IN-PLACE PER MANUFACTURER RECOMMENDATIONS.
AC level 2 Chorger
INSTALLATION AND USER S MANUAL
REMOTE CHARGING UNIT ANCHORS (TYP.) (SEE NOTE 4)
CONTRACTOR TO ENSURE CONCRETE FOUNDATION AND
EXISTING GRADE ARE FLUSH
NOTES:
1. SEE DETAIL 17 - FOR FOUNDATION VARIABLES.
2. SEE DETAIL 16 - FOR PARKING LOT INSTALLATIONS.3. CHARGING STATION FOUNDATION TO EXTEND FROM BACK OF CURB TO BACK OF CURB
WHEN PLACED IN LANDSCAPE ISLAND.
484 STATION AVENUE
SOUTH YARMOUTH, MA
02664
CONFIGURATION
404 WYMAN STREET. SUITE 385
WALTHAM, MA 02451
Main: 914.368.9199 | www.kimley-hom.com O 2022 Kmloy-Hom snU AuocUIob. Inc.
1. FOUNDATION WAS DESIGNED IN ACCORDANCE WITH 2018 INTERNATIONAL BUILDING CODE
(IBC). ASCE 7-16, AND ACI 318-14.
2. PRESUMPTIVE SOILS WERE ASSUMED PER 2018 IBC TABLE 1806.2.
3. FOUNDATION SHALL BE INSTALLED ON COMPACTED SUBGRADE WITH BASE VMTH 1FT MINIMUM DEPTH OF FREE DRAINING AGGREGATE FILL (UNLESS OTHERWISE SPECIFIED).
4. VOLTA V4 EV CHARGING PEDESTAL MAY BE ROTATED AS NEEDED ON PROPOSED
FOUNDATION BLOCK.5. ALL EQUIPMENT ANCHORAGE MAY BE CAST-IN-PLACE OR POST-INSTALLED. ANCHORAGE SHALL BE INSTALLED PER MANUFACTURER SPECIFICATIONS.
NOTES:
1. FOUNDATION WAS DESIGNED IN ACCORDANCE 1MTH 2018 INTERNATIONAL BUILDING CODE
(IBC). ASCE 7-16. AND ACI 318-14.
2. PRESUMPTIVE SOILS WERE ASSUMED PER 2018 IBC TABLE 1806.2.
3. FOUNDATION SHALL BE INSTALLED ON COMPACTED SUBGRADE WITH BASE WITH 1FT
MINIMUM DEPTH OF FREE DRAINING AGGREGATE FILL (UNLESS OTHERVMSE SPECIFIED).
4. VOLTA V4 ELECTRIC VEHICLE CHARGING STATION (EVCS) MAY BE ROTATED AS NEEDED ON PROPOSED FOUNDATION BLOCK
5. ALL EQUIPMENT ANCHORAGE MAY BE CAST-IN-PLACE OR POST-INSTALLED. ANCHORAGE
SHALL BE INSTALLED PER MANUFACTURER SPECIFICATIONS.
CONCRETE FOUNDATION
(SEE NOTE 1)
REBAR CONFIGURATION
-c__lnw n _ \ CER DETAIL 19SECTION D-D \_ FOUNDAT|ON SHALL BE INSTALLED ON A
COMPACTED BASE VMTH 1FT MINIMUM
DEPTH OF FREE DRAINING AGGREGATE FILL
CHARGING STATION BASE PLATE
(SEE DETAIL 9 ON SHEET C3-01)
DATE
CHARGING PEDESTAL FOUNDATION
EXISTING GRADEI-- “ ■ 1Jii L1 U 1__1* kJ
\.
NOTES
1. ALL ELECTRICAL WORK AND RELATED ACTIVITIES PERFORMED ON SITE SHALL BE DONE IN ACCORDANCE VWTH NATIONAL ELECTRICAL CODE (NEC) STANDARDS BEING ENFORCED BY ALL APPLICABLE JURISDICTIONAL REQUIREMENTS AT THE TIME OF CONSTRUCTION.
2. ANY PAVEMENT DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR TO PRE-CONSTRUCTION CONDITIONS OR BETTER.
3. CONTRACTOR SHALL USE THWN COPPER CONDUCTORS.
4. CONTRACTOR SHALL USE EMT INSIDE AND OUTSIDE ABOVE GRADE WHERE NOT SUBJECT TO DAMAGE. CONTRACTOR SHALL USE RGS INSIDE ANO OUTSIDE ABOVE GRADE WHERE SUBJECT TO DAMAGE. CONTRACTOR SHALL USE PVC SCHEDULE 80 UNDER PAVED OR SIDEWALK AREAS AND PVC SCHEDULE 40 IN DIRT OR LANDSCAPED AREAS.
5. SEE SHEETS C1-00 AND C2-00 FOR CONDUIT STUB UP LOCATIONS.
VOLTAGE DROP TABLE NOTES
1. CONTRACTOR SHALL BE RESPONSIBLE FOR DE-RATING CONDUCTORS WHEN 4 OR MORE CURRENT CARRYING CONDUCTORS ARE CARRIED IN THE SAME CONDUIT PER THE NEC.
2. THE DISTANCES IN THIS TABLE ARE TOTAL DISTANCES, NOT HORIZONTAL DISTANCES. INCLUDE VERTICAL RUNS AND JUNCTION BOX COIL LENGTH tN THE TOTAL CONDUCTOR DISTANCE.
3. WHEN MORE THAN ONE CHARGING STATION CIRCUIT CONDUCTORS ARE IN A CONDUIT, USE ONLY ONE SHARED EQUIPMENT GROUND CONDUCTOR.
4. WHEN INSTALUNG «4 AWG OR LARGER CONDUCTORS FROM THE POWER SOURCE TO EVCS, INCLUDE MULTICONDUCTOR TAPS IN THE CLOSEST JUNCTION BOX PRIOR TO ENTERING THE EVCS OR IN THE EVCS
ITSELF SO THAT 06 AWG CONDUCTORS CAN BE TERMINATED IN THE EVCS.
VERIFICATION NOTES
1 THE CONTRACTOR SHALL PERFORM A 30-DAY LOAD STUDY ON PANEL 'LIO'. THE LOAD STUDY SHALL UTILIZE A METERING DEVICE THAT CAN MEASURE AND RECORD THE PEAK DEMAND ON EACH PHASE CONDUCTOR AND THE NEUTRAL
CONDUCTOR EVERY 15 MINUTES OVER THE DURATION OF THE 30-OAY PERIOD. THE RESULTS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL EITHER IN .XLSX OR .CSV FORMAT WITH DATE. TIME. PHASE COLUMNS AND RECORDED PEAK DEMAND. ON THE RESULTS SUBMITTAL. INCLUDE THE NAME OF THE ELECTRICIAN. THE DAYS THE LOAD STUDY STARTED AND FINISHED. ANO THE NAME OF THE PANEL THAT THE LOAD STUDY IS BEING PERFORMED ON. THE CONTRACTOR SHALL
NOT PROCEED WITH ANY MODIFICATIONS AND/OR ADDITIONS UNTIL WRITTEN APPROVAL IS RENDERED FROM THE ENGINEER..
2. LOAD STUDY NEEDED ON PANEL 11 O' - ENGINEER HAS NOT SEEN THE AS-BUILTS NECESSARY TO VERIFY PANEL CAPACITY
3. PANELBOARD SCHEDULE REPRESENTS FINAL PROPOSED ARRANGEMENT. CONTRACTOR TO FIELD VERIFY PANEL AND EXISTING SPARES ON PANEL tiff. CONTACT ENGINEER IMMEDIATELY IF CIRCUITS MARKED AS SPARES ARE IN USE.
volta
155 DE HARO STREET
SAN FRANCISCO, CA 94103
Kimley'-»Horn
404 WYMAN STREET, SUITE 385
WALTHAM, MA 02451
Main: 914.368.9199 | www.kimley-hom.com
ISSUE DATE
04/29/2022
REV DATE DESCRIPTION BY
1 04/29/2022 CD100S CM
ISSUED FOR
PERMIT
STOP & SHOP
#2422-SOUTH
YARMOUTH
484 STATION AVENUE
SOUTH YARMOUTH, MA
02664
SHEET TITLE
ELECTRICAL ONE
LINE DIAGRAM &
PANEL SCHEDULE
SHEET NUMBER
E1-00
voltaC MAX DIAM. METAL PIPE
CONCRETE WALL PENETRATION
Kimley)»HornPOWER CONDUIT
COMMUNICATIONS CONDUIT
ABBREVIATIONS:
UNDISTURBED SOIL
SCALEBORE SECTION BORE PIT PENETRATION DETAIL DESCRIPTION
94/29/2022 CD100S
24" TRENCH
CAUTIONARY TAPE
ISSUE DATE
04/29/2022CONDUIT SI2E PER PLANS TOP VIEWUNDISTURBED SOIL
PERMITCOMMUNICATIONS CONDUITXFMRPOWER CONDUIT
ELECTRICAL NOTES:
SECTION VIEW
WALL CONDUIT MOUNT STRAP NON-TRAFFIC RATED JUNCTION BOXELECTRICAL NOTES & ABBREVIATIONS
STOP & SHOP
#2422-SOUTH
YARMOUTH
SHEET TITLE
ELECTRICAL
NOTES & DETAILS
SHEET NUMBER
E2-00
CONTRACTOR SHALL USE APPROPRIATE
BOLTS FOR THE EXTERIOR WALL TYPE
EMT
EV
EVSE GALV
GND
HOG
COMPACTED BACKFILL
WITH SATISFACTORY
NATIVE OR IMPORTED
SOILTO 95% PROCTOR
PVC CONDUIT
FOR POWER
#68, #78, #6 AGGREGATE PLACED
UNDER ENTIRE BOTTOM OF SOX
3 1/4- MIN. CONC. WALL OR CMU.
OPENING TO PROVIDE 3/4" MAX.
ANNULAR SPACE AROUND PIPE
THROUGH-PENETRATION FIRE-STOP
SYSTEM PER LOCAL REQUIREMENTS
DC
EGC
4F REMOVAL
(12-ON EACH SIDE OF TRENCH)
TRANSITION FROM PVC TO RMC FOR ANY
EXPOSED CONDUIT AT GRADE TO STUB UP
NEC
NTS
(N)
oc
COMPACTED SAND BED
(SEE NOTE 1)
ALL ELECTRICAL WORK AND RELATED ACTIVITIES PERFORMED ON-SITE SHALL BE DONE IN ACCORDANCE WITH NATIONAL ELECTRIC CODE (NEC) STANDARDS BEING ENFORCED BY ALL APPLICABLE JURISDICTIONAL REQUIREMENTS ATTHE TIME OF CONSTRUCTION.
CONDUIT PATHS ARE REPRESENTATIVE ONLY. EXACT CONDUIT PLACEMENT TO BE
DETERMINED ON SITE BASED ON FIELD CONDITIONS.
PRIOR TO DRILLING. CONTRACTOR SHALL VERIFY THICKNESS OF EXISTING CONCRETE WALL
IS AT LEAST F ANO THAT 6" ANCHOR EMBEDMENT CAM BE PROVIDED.
GENERAL CONTRACTORS TO REPLACE EXISTING STOP
SOIL SURFACING MATERIAL
TO MATCH EXISTING
MINERAL WOOL (4 PCF) PACKED INTO
ANNULAR SPACE AND RECESSED 1/7' FROM WALL SURFACES
COMPACTED SOIL AROUND SIDES OF BOX
BACK FILL PER
APPROVED METHOD
AMPERE
ALTERNATING CURRENT ALUMINUM
ARTICLE AUXILIARY
BUILDING STRUCTURE
CONCRETE
COPPER
DIRECT CURRENTEQUIPMENT CROWDING CONDUCTOR
EXISTING
ELECTRIC METALLIC TUBING ELECTRIC VEHICLEELECTRIC VEHICLE SUPPLY EQUIPMENT
GALVANIZED
GROUND
HOT DIPPED GALVANIZED CURRENT
KILOVOLTAMPERE KILOWATT
METERMAXIMUM
MINIMUM
NEUTRAL
NATIONAL ELECTRIC CODE
NOT TO SCALENEW
ON CENTER PROPERTY LINE
POLYVINYL CHLORIDE RIGID METALLIC CONDUIT
SCHEDULE
STAINLESS STEEL
TYPICAL VOLTWATT
TRANSFORMER
ALL METALLIC COMPONENTS SHALL BE GROUNDED VIA EQUIPMENT GROUNDING
CONDUCTORS.
CHARGING UNITS ARE EQUIPPED WITH AN INTEGRATED 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 FOUND TO BE INSUFFICIENT.
155 DE HARO STREET
SAN FRANCISCO. CA 94103
EXACT CONDUIT DIAMETERS MAY VARY UPON INSTALLATION. REFERENCE CONDUIT SIZE
PER THE CONDUIT SCHEDULE.
REFER TO DETAIL 3 FOR BORE PIT DETAIL.
1. LEAN CONCRETE RED-COLORED TOP MAY BE USED IN PLACE OF COMPACTED SAND.2. BURY CONDUITS 36" MINIMUM BELOW FINISHED GRADE.
3. ALL PVC SWEEPS TO BE A MINIMUM 3? SWEEPS4. CONDUIT SIZES PER CONDUIT SCHEDULE
NOTES
CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS WHEN DRILLING INTO EXISTING C1P
SLAB ANO CIP DROP PANELS TO AVOID DAMAGE TO ANY REINFORCING ANO EXISTING STRUCTURAL COMPONENTS.
USE APPROVED ASTM METHOD (X-RAY. PACOMETER, GPR. ECT.) TO LOCATED MILO STEEL
ANO PRE-STRESSING TENDONS PRIOR TO DRILLING. DO NOT CUT OR DRILL THROUGH ANY
EXISTING REINFORCING. ADJUST LOCATION AS NECESSARY TO AVOID EXISTING REINFORCING.
ALL PENETRATIONS MUST BE LOCATED A MINIMUM OF 18" AWAY FROM THE EDGE OF
CONCRETE. CONTACT EOR IF VARIANCE IS REQUESTED.
PENETRATIONS THROUGH WALLS AND FLOORS SHALL COMPLY WITH THE LOCAL AHJ
LATEST BUILDING CODE CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES SECTIONS 709.6 AND714.
NOTE
1. EXACT CONDUIT DIAMETERS MAY VARY UPON INSTALLATION. REFERENCE CONDUIT SIZE PER THE CONDUIT SCHEDULE.
NOTE1. COMMUNICATIONS JUNCTION BOX COVER SHALL READ "COMM".
484 STATION AVENUE
SOUTH YARMOUTH, MA
02664
404 WYMAN STREET, SUITE 385
WALTHAM, MA D24S1
Main: 914.368.9199 | www.kimtey-hom.com
1. A NATIONALLY RECOGNIZED TESTING LABORATORY SHALL LIST ALL EQUIPMENT IN
COMPLIANCE WITH ARTH0.3.
2. ALL EXTERIOR EQUIPMENT SHALL BE RAIN TIGHT ANO 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
LIFT RING
OR SLOT
COVER DETAIL
EXISTING SURFACE
JUNCTION BOX SHALL BE POLYMER CONCRETE CONSTRUCTION UO SHALL BE TIER 15 RATED
EXISTING SURFACE NON-SKID1 SURFACE
CONCRETE COLLAR
POWER TRENCH
CONCRETE COLLAR
CONDUIT STRAP
ISSUED FOR