HomeMy WebLinkAboutSDP199800053 Plan - Other (not approved) 2021-03-17C^�
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P44534
INSTALLATION OF ELECTRIC VEHICLES CHARGING EQUIPMENT
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CONTRACTOR SHALL COMPLETE INSTALL PER THE SIGNED AND THE SEALED SET
OF DRAWINGS. ANY NECESSARY DEVIATIONS FROM THE DRAWINGS MUST BE
SUBMITTED THROUGH AN RFI REQUEST PROCESS WITH ENGINEERING FOR AN
APPROVAL PRIOR TO CONTRACTOR PROCEEDING WITH A DEVIATION OF THE
SIGNED AND SEALED SET OF DRAWINGS.
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SOUTHSIDE SHOPPING CENTER
32 MILL CREEK DR
CHARLOTTESVILLE, VA 22902
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• INSTALL (1) UTILITY TRANSFORMER
i► 4.INSTALL (1) SWITCHBOARD ASSEMBLY
• INSTALL (1) UTILITY METER
INSTALL (2) 5OKW ABB DISPENSERS
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SHEET NO.
SHEET TITLE
REV NO.
CS
COVER SHEET & PROJECT INFORMATION
1
E-1
ELECTRICAL GENERAL NOTES
1
E-2
OVERALL SITE PLAN
1
E-3
DEMOLITION SITE PLAN
1
E-4
ENLARGED SITE PLAN
1
E-5
DETAILS
1
E-6
DETAILS
1
E-7
DETAILS
1
E-8
ELECTRICAL UTILITY PLAN
E-9
E-10
ELECTRICAL ENLARGED SITE PLAN
ELECTRICAL SINGLE LINE DIAGRAM
1
1
E-11
ELECTRICAL DETAILS
1
E-12
ELECTRICAL SPECIFICATIONS
1
E-13
ELECTRICAL SPECIFICATIONS AND SWITCHBOARD/PANEL SCHEDULES
1
E-14
ELECTRICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES
1
E-15
SCHEMATIC GROUNDING DETAILS
1
r FOR REFERENCE ONLY DRAWINGS
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V
CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS & CONDITIONS ON NAME: Laura Blanchard, P.E.
THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY PE# 048912
DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. ENGINEERING COMPANY NAME: BLANCHARD AE GROUP
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FAST CHARGING
EVgo
11390 WEST OLYMPIC BLVD, SUITE 250
LOS ANGELES, CA 90064
', R R CHARD AE GROUP, LLC
Laura Blanchard, P.E.
Professional Eng,ineerno:048912
Wakarusa Dr. Ste. B
Lawrence, KS 66049
Ph: ]85.993.0300
Lblanchard@BAE Group
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3310 SW Harrison St, Suite 3
Topeka, KS 66611
785-862-2100
Job Name:
SOUTHSIDE
SHOPPING
CENTER
32 MILL CREEK DR
CHARLOTTESVILLE, VA 22902
SHEET DESCRIPTION:
COVER SHEET AND
PROJECT INFORMATION
�B GthARD E
Project #: P44534
File:
Drawn by: AM
Date(s): 01/11/2021
ISSUED FOR CD100 — 2021.02.24
GENERAL CONSTRUCTION NOTES
GENERAL CONSTRUCTION NOTES CONT.
ELECTRICAL NOTES CONT.
FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY
22.
ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH
8.
THE CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS SUCH AS
GENERAL CONTRACTOR: D.F. OSBORNE CONSTRUCTION INC.
THE EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED OR OTHERWISE DISCONNECTED
THE: LUG SIZE RESTRICTIONS, CONDUIT ENTRY, SIZE OF TRANSFORMERS, SCHEDULED DOWNTIME FOR
OWNER: EVGO
AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE
THE OWNERS' CONFIRMATION, ETC. ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF
1.
ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS.
ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES.
THE CONSTRUCTION MANAGER, PRIOR TO BEGINNING ANY WORK.
2.
THE GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE THEMSELVES WITH ALL
23.
THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE
9.
CONDUCTORS: CONTRACTOR SHALL USE 98% CONDUCTIVITY COPPER OR ALUMINUM WITH TYPE
CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERAL CONTRACTOR
EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT
(THWN-2) INSULATION, 600 VOLT, COLOR CODED UNLESS SPECIFIED DIFFERENTLY ON DRAWINGS.
SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL CONTRACT DOCUMENTS, FIELD
EROSION.
10.
ALL (THWN-2) WIRING INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND
CONDITIONS, DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN
24.
CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION. EROSION
RECOMMENDATIONS.
PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE
CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE
11.
OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN
ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL.
WET/DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS.
3.
ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE
25.
NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS,
12.
IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION.
CODES, REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE
SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT.
CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL
NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF
26.
THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT
SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING
ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK.
STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD
ORDER. CONTRACTOR IS TO PROVIDE ALL ELECTRICAL EQUIPMENT UNLESS OTHERWISE DIRECTED.
4.
ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY
PROCTOR DENSITY IN OPEN SPACE. ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL BE BACKFILLED
13.
ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS,
SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS.
WITH FLOWABLE FILL OR OTHER MATERIAL PRE -APPROVED BY THE LOCAL JURISDICTION.
WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIONAL AND SUBJECT TO
5.
UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT,
27.
ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED
REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION MANAGER.
APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE
FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER.
14.
ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE
DRAWINGS.
28.
ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER
PROGRESS OF CONSTRUCTION.
6.
PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY
DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF
15.
CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS FOR A PERIOD
UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE
CONSTRUCTION AND PRIOR TO PAYMENT.
OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE.
NOTED. SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. THEREFORE, IT IS
29.
THE CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS -BUILT REDLINES TO THE GENERAL
16.
THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE AND
CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE
CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT.
SHALL INCLUDE THE REPLACEMENT OR THE REPAIR OF ANY OTHER PHASE OF THE INSTALLATION,
CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION
30.
THE CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION.
WHICH MAY HAVE BEEN DAMAGED THEREIN.
FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO SHOW
31.
THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER
17.
ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST
DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND
SERVICE, AND IS NOT FOR HUMAN HABITATION (NO HANDICAP ACCESS REQUIRED).
PUBLIC LOSS AND ANY/ALL PROPERTY DAMAGE FOR THE DURATION OF WORK.
SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY THE ENGINEER
32.
NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED.
18.
PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES AND DEVICES FOR
PRIOR TO PROCEEDING WITH WORK.
33.
CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED
ALL OUTLETS AS INDICATED.
7.
THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH
FOR CONSTRUCTION. IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL
19.
TRENCHING AND BACKFILL: THE CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLED
MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE.
CONTRACTOR IMMEDIATELY.
CONDUIT AND/OR CABLES INCLUDING EXCAVATION AND BACKFILLING AND COMPACTION. REFER TO
8.
IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE
34.
THE CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS.
GENERAL SITE WORK NOTES.
CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE
35.
INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS
20.
MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND
ENGINEER PRIOR TO PROCEEDING.
PROVIDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES
SHALL APPEAR ON THE LIST OF U.L. APPROVED ITEMS AND SHALL MEET OR EXCEED THE
9.
THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT
PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION.
REQUIREMENTS OF THE NEC, NEMA AND IEEE.
AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS
21.
CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF
CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION.
ANY/ALL LIGHTING FIXTURES, SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE
ELECTRICAL NOTES
10.
THE GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER
CONSTRUCTION MANAGER PRIOR TO INSTALLATION.
DISCIPLINES.
22.
ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL
11.
CONSTRUCTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED
1.
THE ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK INDICATED.
CONTRACTORS RESPONSIBILITY AND SHALL BE INCLUDED IN THE COST FOR WORK AND PERFORMED
WORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE.
ANY/ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH DRAWINGS AND ANY/ALL APPLICABLE
TO THE SATISFACTION OF THE 'CONSTRUCTION MANAGER' UPON FINAL ACCEPTANCE.
12.
WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF
SPECIFICATIONS. IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH THESE REQUIREMENTS,
23.
THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN DIRECTORIES.
WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. CONTRACTOR SHALL
CONTRACTOR SHALL NOTIFY'CONSTRUCTION MANAGER' AS SOON AS POSSIBLE, AFTER THE DISCOVERY
24.
DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY-DUTY, QUICK -MAKE AND QUICK -BREAK
NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE
OF THE PROBLEMS, AND SHALL NOT PROCEED WITH THAT PORTION OF WORK, UNTIL THE
ENCLOSURES, AS REQUIRED BY EXPOSURE TYPE.
DRAWINGS PRIOR TO BEGINNING CONSTRUCTION.
'CONSTRUCTION MANAGER' HAS DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN.
25.
ALL CONNECTIONS EXCEPT THE EV CHARGE CABLE TERMINATION IN THE CHARGE POST SHALL BE
13.
THE CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS
2•
THE ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE THEMSELVES WITH ANY/ALL
MADE WITH A PROTECTIVE COATING OF AN ANTI -OXIDE COMPOUND SUCH AS "NOALOX" BY IDEAL
PRIOR TO COMMENCEMENT OF WORK.
CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS
INDUSTRIAL INC., COAT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED ALUMINUM & COPPER
14.
THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND
TO THE COST THEREOF. THE CONDITION OF EXISTING ELECTRICAL EQUIP., LIGHT FIXTURES, ETC., THAT
SURFACES, INCLUDING GROUND BARS, SHALL BE TREATED - NO SUBSTITUTIONS.
STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE
ARE PART OF THE FINAL SYSTEM, SHALL BE VERIFIED BY THE CONTRACTOR, PRIOR TO THE SUBMITTAL
26.
ALL EXTERIOR AND INTERIOR ABOVE GROUND CONDUIT SHALL BE RIGID UNLESS SPECIFIED
SATISFACTION OF THE OWNER.
OF HIS BID. FAILURE TO COMPLY WITH THIS PARAGRAPH WILL IN NO WAY RELIEVE CONTRACTOR OF
OTHERWISE. ALL BURIED CONDUITS SHALL BE SCH 40 PVC UNLESS SPECIFIED OTHERWISE.
15.
THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF
PERFORMING ALL WORK NECESSARY FOR A COMPLETE AND WORKING SYSTEM.
27.
RACEWAYS: CONDUIT SHALL BE SCHEDULE 40 PVC, MEETING OR EXCEEDING NEMA TC2 - 1990. THE
CONSTRUCTION.
3.
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL
CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE TWO
16.
THE GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND
CODES AND LOCAL ORDINANCES OF THE LOCAL POWER COMPANIES HAVING JURISDICTION AND SHALL
SEPARATE PULL STRINGS - 200 LBS TEST POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL BE A
CONTRACTORS TO THE SITE AND/OR BUILDING.
INCLUDE BUT NOT BE LIMITED TO:
MINIMUM OF 3 FT. RADIUS. RGS CONDUITS WHEN SPECIFIED, SHALL MEET UL-6 FOR GALVANIZED STEEL.
17.
THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION
A. UL - UNDERWRITERS LABORATORIES
ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. COAT ALL THREADS WITH
OF CONSTRUCTION UNTIL JOB COMPLETION.
B. NEC - NATIONAL ELECTRICAL CODE
'BRITE ZINC' OR 'GOLD GALV'.
18.
THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH
C. NEMA - NATIONAL ELECTRICAL MANUFACTURERS ASSOC.
28.
SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC.
ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES.
D. OSHA - OCCUPATIONAL SAFETY AND HEALTH ACT
29.
CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE TYPE INSULATED
19.
THE CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN
E. SBC - STANDARD BUILDING CODE
TWIST -ON CONNECTORS FOR NO. 10 AWG AND SMALLER. USE SOLDERLESS MECHANICAL TERMINAL
2-A:10-B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE
F. NFPA - NATIONAL FIRE PROTECTION ASSOCIATION
LUGS FOR NO. 8 AWG AND LARGER.
WORK IS BEING COMPLETED DURING CONSTRUCTION.
4.
DO NOT SCALE ELECTRICAL DRAWINGS, REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS
30.
THE CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 121, BELOW GROUND
20.
ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT
OF ALL EQUIPMENT, BUT CONFIRM WITH 'CONSTRUCTION MANAGER' ANY SIZES AND LOCATIONS WHEN
AND DIRECTLY ABOVE ELECTRICAL SERVICE CONDUITS. CAUTION TAPE TO READ
ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED
NEEDED.
"CAUTION BURIED ELECTRIC".
AS DIRECTED BY THE ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN
5.
EXISTING SERVICES: THE CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN
31.
WHEN DIRECTIONAL BORING IS REQUIRED, CONTRACTOR SHALL INSTALL A LOOSE TONING WIRE WITHIN
EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. THE CONTRACTOR SHALL PROVIDE
PERMISSION OF THE OWNER.
INSTALLED CONDUIT TO ALLOW FOR IDENTIFICATION OF UNDERGROUND CONDUITS.
SAFETY TRAINING FOR THE WORKING CREW. THIS SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL
6.
THE CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS, FEES, INSPECTIONS AND TESTING. THE
32.
ALL BOLTS SHALL BE STAINLESS STEEL.
PROTECTION, B) CONFINED SPACE, C) ELECTRICAL SAFETY, AND D) TRENCHING & EXCAVATION.
CONTRACTOR IS TO OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORK BEGINNING OR
33.
ALL MATERIALS AND EQUIPMENT SUPPLIED AND INSTALLED BY THE CONTRACTOR SHOULD BE NEW
ORDERING THE EQUIPMENT.
AND UNUSED.
7.
THE TERM "PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, INDICATES THAT THE
CONTRACTOR SHALL FURNISH AND INSTALL.
EVgo
FAST CHARGING
EVgo
11390 WEST OLYMPIC BLVD, SUITE 250
LOS ANGELES, CA 90064
A
, &-ANCHPRD AE GROUP, LLC
Laura Blanchard, P.E.
Professional Engineer no. 048912
soWakar.sa KS KS Ste. B
Lawrence, 049
Ph: 785.993.0300
Lblanchard@BAE Group
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3310 SW Harrison St, Suite 3
Topeka, KS 66611
785-862-2100
Job Name:
SOUTHSIDE
SHOPPING
CENTER
32 MILL CREEK DR
CHARLOTTESVILLE, VA 22902
SHEET DESCRIPTION:
ELECTRICAL
GENERAL NOTES
Project #: P44534
File:
Drawn by: AM
Date(s): 01/11/2021
ISSUED FOR CD100 - 2021.02.24
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NOTES
1. THE CONTRACTOR SHALL RETURN SIDEWALKS, LANDSCAPING,
PLANTERS, IRRIGATION SYSTEMS, AND ANY OTHER FACILITIES
DISTURBED BY THE WORK TO THE SAME OR BETTER
CONDITION THAN EXISTED PRIOR TO THE COMMENCEMENT OF
THE WORK.
2. ALL QUANTITIES LISTED IN DEMOLITION PLAN SHEET ARE ONLY
APPROXIMATIONS. THE CONTRACTOR SHALL VERIFY ALL
QUANTITIES BEFORE BIDDING.
3. CONTRACTOR TO PROVIDE CONDUIT AND WIRE.
EVgo
FAST CHARGING
EVgo
11390 WEST OLYMPIC BLVD, SUITE 250
LOS ANGELES, CA 90064
BLANCHARD AF CROUP, LLC
Laura Blanchard, P.E.
Professional Engineer no. 048912
Wakarusa Dr. Ste. B
Lamence, KS 66049
Ph. 785.993.0300
Lblanchard@BAE.Group
THE W 11
OSBORNEgs
3310 SW Harrison St, Suite 3
Topeka, KS 66611
785-862-2100
Job Name:
SOUTHSIDE
SHOPPING
CENTER
32 MILL CREEK DR
CHARLOTTESVILLE, VA 22902
SHEET DESCRIPTION:
ELECTRICAL
UTILITY PLAN
Project #: P44534
File:
Drawn by: AM
Date(s): 01/11/2021
ISSUED FOR CD100 — 2021.02.24
[120
V_ A
Ul /- Diz 5A 4 5
0 UTILITY METER
E-7
@SWITCHGEAR
400A EATON
W/CT
0 PROPOSED
E-5 CONCRETE
PAD
PROPOSED BOLLARD
E-6 (TYP. OF 7)
EXISTING OH ELECTRIC
SERVICE. PROPOSED
POC POLE MOUNTED
TRANSFORMER TO BE
COORDINATED WITH
UTILITY
I
I
I
I
I
1
I p F PROPOSED EV CHARGING
iE-7 E-6 ONLY SIGN (TYP. OF 2)
! 0PROPOSED BOLLARD
E-6 (TYP. OF 8)
I
I g
7'-2"
PROPOSED HAND
E-5 HOLE
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uNl_Y 1 MLY
5'-0"X 8'-5" 4'-6" 8'-6"
PROPOSED
STRIPING (TYP.) E-6
PROPOSED SOKW DISPENSER 0 0
(TYP. OF 2)
EV CHARGING ONLY
STENCIL (TYP. ( 2) E-7
2 ENLARGED SITE PLAN
SCALE: 3/16" = V-0"
PROPOSED DISPENSERS
CHARGE POST
NUMBER
50KW
CABLE TYPE
1
1
CHAdeMO/CCS
2
1
CHAdeMO/CCS
PROJECT STALL COUNT
EXISTING STALL COUNT
3
PROPOSED STALL COUNT
2
SITE HOST APPROVED STALL COUNT
3
KEYNOTES
1. SOD PLANTED IN THE FALL MUST ESTABLISH ITS ROOTS
BEFORE THE FIRST WINTER FROST. DETERMINE WHEN THE
FIRST FROST USUALLY OCCURS, AND PLANT THE SOD NO
LATER THAN ONE MONTH BEFORE THE FIRST FROST. IF THE
CONSTRUCTION IS FINISHED LATER THAN ONE MONTH BEFORE
THE FIRST FROST, USE STRAW UNTIL SOD CAN BE INSTALLED.
2. THE CONTRACTOR SHALL RETURN SIDEWALKS, LANDSCAPING,
PLANTERS, IRRIGATION SYSTEMS, AND ANY OTHER FACILITIES
DISTURBED BY THE WORK TO THE SAME OR BETTER
CONDITION THAN EXISTED PRIOR TO THE COMMENCEMENT OF
THE WORK.
3. ALL ELECTRICAL DISTRIBUTION EQUIPMENT TO BE PROVIDED
AND INSTALLED BY CONTRACTOR.
4. CONTRACTOR RESPONSIBLE FOR RE -STRIPING AND APPLYING
SEALCOATING FOR ALL EV SPACES AND EQUIPMENT AREA.
REINFORCED CONCRETE NOTES
1. DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO THE LATEST EDITIONS OF
THE FOLLOWING APPLICABLE CODES: AD JOI SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR
BUILDINGS' AD 318, 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE".
2. DO NOT USE RETEMPERED CONCRETE OR ADD WATER TO READY -MIX CONCRETE AT THE JOB SITE. MIX
DESIGN SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO PLACING CONCRETE.
3. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL BE AIR -ENTRAINED AND SMALL HAVE 4000
PSJ STRENGTH AT 28 DAYS. ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH AD JIB CODE
REQUIREMENTS.
4. MAXIMUM AGGREGATE SIZE SHALL BE J/4'
5. THE FOLLOWING MATERALS SHALL BE USED:
PORTW4D CEMENT ASTM C 150, TYPE I
REINFORCEMENT ASTM A 615, GRADE 60
NORMAL WEIGHT AGGREGATE: A5714 C J3
WATER: DRINKABLE
ADMIXTURES: NON--CHLORIOE CONTAINING
6. REINFORCING DETAILS SHALL BE IN ACCORDANCE WITH DFTAJUNC MANUAL-2004 PUSUC47ION SP-66"
AND'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI-318-08.
7. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE.
WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED
OTHERWISE. SPLICES SHALL BE CLASS '8' ALL HOOKS SHALL BE STANDARD, UNO.
8. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS
SHOWN OTHERWISE AN DRAWINGS: CONCRETE CAST AGAINST EARTH: 3 IN CONCRETE EXPOSED TO EARTH
OR WEATHER: 16 AND LARGER 2 IN. 15 AND SMALLER h WWF 1-1/2 IN. CONCRETE NOT EXPOSED TO
EARTH OR SUB AND WALL 3/4 IN. WEATHER OR NOT CAST AGAINST THE GROUND: BEAMS AND
COLUMNS 1-1/2 IN. 9. A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE,
1N ACCORDANCE WITH AD 30I SECTION 4.2.4.
10.INSTALLATION OF CONCRETE ANCHOR, SHALL BE PER MANUFACTURERS WRITTEN RECOMMENDED
PROCEDURE THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S
RECO14MENDA71ON FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT
WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE.
IY.CURING COMPOUNDS SHALL CONFORM TO ASTM C-309.
12.ADMIXTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS REFERENCED IN ACJ-JOT.
I3. DO NOT WELD OR TACKWELO REINFORCING STEEL.
14. ALL DOWELS, ANCHOR BOLTS, EMBEDDED STEEL, ELECTRICAL CONDUITS. PIPE SLEEVES, GROUNDS AND
ALL OTHER EMBEDDED ITEMS AND FORMED DETAILS SHALL BE IN PLACE BEFORE START OF CONCRETE
PLACEMENT
15. LOCATE ADDITIONAL EXPANSION JOINTS REOVIRED TO FACILITATE CONSTRUCTION AS ACCEPTABLE TO
ENGINEER. PLACE REINFORCEMENT CONTINUOUSLY THROUGH JOINT
16. REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REWIRED.
I7. PLACE CONCRETE IN A UNIFORM MANNER TO PREVENT THE FORMATION OF COLD JOINTS AND OTHER
PLANES OF WEAKNESS. VIBRATE THE CONCRETE TO FULLY EMBED REINFORCING. DO NOT USE VIBRATORS
TO TRANSPORT CONCRETE THROUGH CHUTES OR FORMWORK.
I8. DO NOT PLACE CONCRETE IN WATER, ICE, OR ON FROZEN GROUND.
19,00 NOT ALLOW CONCRETE SU86ASE TO FREEZE DURING CONCRETE CVRINC AND SETTING PERIOD, OR
FOR A MINIMUM OF 14 DAYS AFTER PLACEMENT.
20.MAINTAIN TEMPERATURE OF CAST IN PLACE CONCRETE BETWEEN 50 DEGREES AND 90 DECREES
FARENHETF. FOR COLD —WEATHER AND HOT —WEATHER CONCRETE PLACEMENT CONFORM TO APPLICABLE
AD CODES AND RECOMMENDATIONS. IN E?HFR CASE MATERIALS CONTAINING CHLORIDE, CALCIUM, SALTS,
ETC. SHALL NOT BE USED. PROTECT FRESH CONCRETE FROM WEATHER FOR 7 DAYS MINIMUM.
21.UNLESS INDICATED OTHERWISE ON THE DRAWINGS, REINFORCEMENT SPLICES SHALL MEET CLASS B.
TENSION LAP REQUIREMENTS IN ACCORDANCE WITH ALL PROVISIONS OF AD 318 LATEST EDMW
UNLESS NOTED OTHERWISE.
22.PROYIOE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING-
6' 4' 2' 0 5' 10,
3/16"=1'-O"
EVgo
FAST CHARGING
EVgo
11390 WEST OLYMPIC BLVD, SUITE 250
LOS ANGELES, CA 90064
RAW -HARD AE GROUP, LLC
Laura Blanchard, P.E.
Professional Engineer no. 048912
Wakarusa Dr. Ste. B
Lawrence, KS 66049
Ph. 785.993.0300
Lblanchard@BAE Group
THE
OSBORNE-40%
�It�lt[COMPANY 'IYIARSI�
3310 SW Harrison St, Suite 3
Topeka, KS 66611
785-862-2100
Job Name:
SOUTHSIDE
SHOPPING
CENTER
32 MILL CREEK DR
CHARLOTTESVILLE, VA 22902
SHEET DESCRIPTION:
ENLARGED SITE PLAN
Project I: P44534
File:
Drawn by: AM
Dote(s): 01 /11 /2021
ISSUED FOR CD100 — 2021.02.24
GRADE
SEE PLAN
#5 BARS @ 12"
O.C. EACH WAY
UNDISTURBED SOIL
OR PREPARED
SUBGRADE
CONCRETE PAD DETAIL
SCALE: N.T.S.
DETAIL NOT USED
SCALE: N.T.S.
PROPOSED
CONCRETE
GRANULAR BACKFILL
4'-6"
0 0
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1. OPERABLE PARTS OF DISPENSER SHALL 1. MINIMUM CONCRETE EDGE DISTANCE FOR PROPOSED ANCHORS SHALL BE 611.
NOT EXCEED 48" ABOVE PARKING
SURFACE. 2. CONTRACTOR TO FIELD VERIFY THE ANCHOR SPACING PER MANUFACTURER'S
2. BOLLARDS ARE FOR WARNING PURPOSE INSTALLATION MENU.
ONLY.
CAR SIDE
PROPOSED
BOLLARD (TYP)
D
D-2
#5 @ 8" O.C.
EACH WAY TOP I
& BOTTOM
L 1 11
EXISTING. 44 EXISTING
°a ° ° °at ASPHALT ASPHALTa a
4 a ' �"� ° 3" M I N
a
a a
a a
PROPOSED 6" THICK o
FRONT COMPACTED GRANULAR
BACKFILL (TYP) SIDE
DISPENSER FOOTING DETAIL
E-5 SCALE: N.T.S.
COVER:
STYLE:
MATERIAL
MODEL
WEIGHT
ASTENERS
OPTIONS:
SURFACE:
FRICTION:
-ORMANCE:
BODY:
MATERIAL:
MODEL:
WEIGHT:
HALL TYPE:
FORMANCE:
A
B I
C
I D
I E
2436-18
1 18
23-5/8
1 35-1/4
1 33-3/15
1 21-9/16
FLUSH SOILD
POLYMER CONCRETE
24"X30"
TIER 15:150 LBS
TIER 22:204 LBS
1/2-13 STAINLESS STEEL HEX HEAD
BOLT,WASHER AND FLOATING NUT
LOGOS AND SPECIAL MARKINGS
SLIP RESISTANT & MARKED*
>0.6ASTM 1028
ANSI/SCTE-77 TIER 15,WUC 3.6
ASTM C857A-12
ANSI/SCTE-77 TIER22,WUC3.6,
ASTM C857A-16
POLYMER CONCRETE
24" X36'
18" DEPTH: 142LBS
24" DEPTH:175LBS
36"DEPTH:242LBS
STRAIGHT
ANSI/SCTE-77 TIER22MUC3.6,
ASTM C857A-16
� MEDIUM DUTY:
0
0 p NON —DELIBERATE TRAFFIC
HEAVY DUTY:INCIDENTA,
�— NON —DELIBERATE TRAFFIC
FOR USE IN NON —VEHICULAR TRAFFIC
HANDHOLE DETAIL OR APPROVED EQUAL
SCALE: N.T.S.
5/8" DIA . HILTI KWIK BOLT TZ-SS 304/316
MECHANICAL ANCHOR W/ MIN. EFFECTIVE
EMBEDMENT OF 4", OR ENGINEER
APPROVED EQUAL. (ESR#1917) (TYP 8)
BOLT LOCATION (TYP 8)
m/ \ \
/
\
\
\
\
r? \
\
S•• \
\
\
\
\
S \
S�• \
\
\
\
\
\
\
\
\
\
DISPENSER ANCHORAGE
AND CONDUIT ENTRY DETAIL
SCALE: N.T.S.
DETAIL NOT USED
SCALE: N.T.S.
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EV
FAST CHARGING
EVgo
11390 WEST OLYMPIC BLVD, SUITE 250
LOS ANGELES, CA 90064
BLPNGRARD AE GROUP, LUG
Laura Blanchard, P.E.
Professional Engineer no: N8912
Wakarusa Dr, Ste, B
Lawrence, KS 66049
Ph: 785.993.0300
LblanchanQBAE.Group
THE
OSBORNE
1110[COMPANY
3310 SW Hanson St, Suite 3
Topeka, KS 66611
785-862-2100
Job Name:
SOUTHSIDE
SHOPPING
CENTER
32 MILL CREEK DR
CHARLOTTESVILLE, VA 22902
SHEET DESCRIPTION:
DETAILS
clAva
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yu.t>o•
Project #: P44534
File:
Drawn by: AM
Dote(s): 01 /1 1 /2021
ISSUED FOR CD100 — 2021.02.24
NOTES SEE NOTE 1
NOTES
1. SEE FLOOR PLAN IN
1. BOLLARD IS FOR WARNING PURPOSES ONLY.
REFERENCED SWITCHBOARD A
ASSEMBLY DRAWINGS FOR 0 0
2. BOLLARD DETAIL FOR BOLLARDS AROUND
MOUNTING HOLE LOCATION AND w 1 TYPICAL BOTTOM VIEW LAYOUT
EV GO EQUIPMENT.
SWITCHBOARD BAY F - OF (1) SWITCHBOARD BAY.
DIMENSIONS. z SEE NOTE 1
2. SEE ELEVATION IN REFERENCED W 0
SWITCHBOARD ASSEMBLY cn
DRAWINGS FOR BASE CHANNEL
DIMENSION. 5/8" DIA. MOUNTING HOLES
HDPE SLEEVE
3. MINIMUM 10 1/2" CONCRETE OFFSET 3" FROM SIDES (TYP)
(PROVIDED BY EV GO) HIGHLY VISIBLE
EDGE DISTANCE FRONT OF SWITCHBOARD BAY
REFLECTIVE TAPE
REQUIRED FOR PROPOSED BOTTOM VIEW
ANCHORAGE.
1/8" WALL THICKNESS ,
PROPOSED SWITCHBOARD
ASSEMBLY CABINET
00
EXISTING GRADE
HEAVY DUTY NUT
2.94" BELLEVILLE WASHER
I4 , 3"
BASE CHANNEL
Ei I
I I
(3) #3 @ 12"
i I -
1 ) o
CM (16) 1/2" DIA HILTI KWIK BOLT
#3 @ 12" TIE BAR ih
l °
w TZ SS 304/316 MECHANICAL
I I°
O ANCHOR WITH MINIMUM
(5) #4 VERTICAL I° a
Z w EFFECTIVE EMBEDMENT OF
REBAR I I4
N 3 1/4" (ESR# 1917), OR
ENGINEER APPROVED
EQUAL
CONCRETE
PROPOSED CONCRETE SLAB
ih
SECTION 1
SWITCHBOARD MOUNTING DETAIL
WARNING BOLLARD DETAIL
(-F-� DETAIL NOT USED
E-6 SCALE: MlTrSS.
E-6 SCALE: MlrSS.
SCALE: MITf$.
NOTES
NOTES
1. BOLLARD IS FOR WARNING PURPOSES ONLY.
NOTES
1. CONTRACTOR TO SELECT APPROPRIATE SIGN PER PROPOSED SIGN LOCATION.
2. BOLLARD DETAIL FOR BOLLARDS AROUND
1. PROPOSED ACCESSIBLE STALLS AND ACCESS AISLE SHALL BE 2% MAX SLOPE IN ALL
2• BOTTOM OF LOWEST SIGN SHALL BE INSTALLED 66" ABOVE GRADE.
EV GO EQUIPMENT.
DIRECTIONS.
2. REFER TO SHEET E-4 FOR PROPOSED SITE PLAN.
3. LOWER SIDE OF MARKING SHOULD BE ALIGNED WITH THE END OF THE PARKING SPACE.
4. THE CENTER OF THE TEXT SHALL BE A MAXIMUM OF 6 INCHES FROM THE CENTERLINE OF
HDPE SLEEVE
THE VEHICLE SPACE.
(PROVIDED BY EV GO) HIGHLY VISIBLE
•
EN9
REFLECTIVE TAPE
1/8" WALL THICKNESS
r
FASTCHARGING
ONLY
00
�
00
PROPOSED PARKING
DISPENSER
LINE TO BE
FOUNDATION
PAINTED WHITE (TYP)
VEHICLE MUST
BE CHARGING
a
E
ti
a
E-7
VACATESTALL
CONCRETEa c
WHEN COMPLETE
I I
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aI° I
° I _i <
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I°
EV
bHARGING
12"
DISPENSER WARNING BOLLARD DETAIL
E EVCS ACCESSIBLE STALL MARKING PLAN
F NO PARKING SIGN
E16 SCALE: N.T.S
E-6 SCALE: N.T.S
— SCALE: N.T.S
O
EVg
FAST CHARGING
EVgo
11390 WEST OLYMPIC BLVD, SUITE 250
LOS ANGELES, CA 90064
BLAN HARD AE GROUP, LLC
Laura Blanchard, P.E.
Professional Engineer no: N8912
Wakarusa Dr. Ste. B
Lawrence, KS 66049
Ph: 785.993.0300
Lblanrhartl@BAE.Group
TM Jyex
OSBORNE 46
9111[COMPAW
3310 SW Harrison St, Suite 3
Topeka, KS M611
785-862-2100
Job Name:
SOUTHSIDE
SHOPPING
CENTER
32 MILL CREEK DR
CHARLOTTESVI LLE, VA 22902
SHEET DESCRIPTION:
DETAILS
lA��yGt1P�R�Dyk-
L
Project #: P44534
File:
Drawn by: AM
Date(s): 01/11/2021
ISSUED FOR CD100 — 2021.02.24
ih
MAIN BREAKER
FUNCTION AS
EMERGENCY
DISCONNECT FOR
POWER TO
CHARGING STATIONS
5"
NOTE
1. TO BE PLACED BY THE MAIN
BREAKER INSIDE SWITCHBOARD.
WHITE LETTERING
ON RED SIGN
EMERGENCY
DISCONNECT/
MAIN BREAKER
LOCATED INSIDE
1011
NOTE
1. TO BE PLACED ON OUTSIDE OF
SWITCHBOARD SECTION HOUSING THE
MAIN BREAKER.
EMERGENCY DISCONNECT SIGN DETAIL
SCALE: N.T.S.
NOTES
1. CONTRACTOR TO SELECT CONCRETE FOOTING OR BOLT DOWN BASED ON EXISTING CONDITIONS.
2. SEE SHEET C-3 FOR PLACEMENT.
3. BOTTOM OF LOWEST SIGN TO BE INSTALLED 66" ABOVE GRADE.
4. ADDITIONAL PARKING SIGNS TO BE INSTALLED 2" ABOVE TOP OF PREVIOUS SIGN.
5. SIGN, SIGN POST, AND SIGN FASTENERS TO BE PROVIDED BY CONTRACTOR. CONTRACTOR TO
PROVIDE SIGN POST FASTENERS IF REQUIRED AND PAINTED TO MATCH.
6. IF PAINT FINISH IS DAMAGED DURING INSTALLATION, CONTRACTOR SHALL REPAINT AS
REQUIRED.
7. CONTRACTOR SHALL COORDINATE WITH CITY WHEN SPECIAL JURISDICTIONAL/CITY REQUESTS
ARE NECESSARY FOR ANY SIGN POST INSTALLATION, I.E. POST MATERIAL, PAINT COLORS,
HARDWARE, ETC. CONTRACTOR IS RESPONSIBLE FOR ENSURING CITY APPROVES ALL MATERIALS
PRIOR TO INSTALLATION.
BOLT DOWN BASE PLATE NOTES
1
2" _
3"
8" CONCRETE
a °
J I CONCRETE 7�1
u U z_
c cojaa �<, FOOTING a a
1, 14— a�
a °
Q
BEHIND CURB NEW OR EXISTING SIDEWALK
DETAIL NOTE USED
SCALE: N.T.S.
1 1/2"
(TYP)
1/2 ' DIA A307 BOLT,
GALVANIZED (BOLT
HOLE TO BE 2" FROM
BASE PLATE)
SIGN POST INSTALLATION DETAIL
SCALE:
7"
4"
(TYP)
2"
(TYP)
BASE PLATE DETAIL
-DETAIL 1
CAR SIDE
9/16" HOLE
(4 PLACES)
2"x2"x1/8" GALVANIZED
STEEL POST WITH
GALVANIZED STEEL
CAP
3/16
HSS 2 1/2x1/2x1/8x4"
LONG
(4) 1/2" DIA. HILTI
KWIK BOLT TZ
STAINLESS STEEL
EXPANSION ANCHOR
WITH 3" MINIMUM
EMBEDMENT
7'X7"X1/4" STEEL
BASE PLATE
STANDALONE CUSTOMER PROVIDED TUV INSTRUMENT RATED METER CAN ON UNISTRUT SUPPORT
NOTE
1. GENERIC LOADING: V=115 MPH, EXP C, KZ=0.85, SS=3.73g, SITE CLASS=B, SDS=2.64, (2) 1-1/4"
CONDUIT, METER MAX WIND AREA = 540 SQ IN.
METER CAN BASED ON
UTILITY SPECIFICATIONS
UNISTRUT MUST BE
ABLE TO ADJUST UP
AND DOWN (TYP)
SEE CAR CHARGE
CONDUIT ELEVATION
DETAIL FOR CONDUIT
SIZE AND COUNT _
PVC CONDUIT FOR METER CAN
GROUND WIRE ATTACHED TO
DRIVEN GROUND ROD
P1000T UNISTRUT WITH 2 1/2"
STD PIPE U-BOLT (TYP)
(3) #3 REBAR @ 2" O.C.
GRADE
CONCRETE
FOOTING (TYP)
(8) #5 REBAR
EVENLY
SPACED AROUND
DIAMETER
#3 REBAR AT
12" SPACING
3" (TYP)
y
d
12"
Ia
Il f d
MII
III
III
II
III
LiiiiIU.ado
III
III
ell
d
2 1/2" STD PIPE
2.88" O.D.
ILL
M H O
M
24" DIAMETER
STANDALONE METER CAN UNISTRUT SUPPORT
SCALE:
'v
v
48"
17"�
CV— I � v
-
T
71"
(10"I IAIX(71N(7
NOTES:
1. PROVIDE 4.5" SPACING BETWEEN STENCILS
2. LOCATION: CENTER AT FOOT OF PARKING STALL
3. FONT: STANTARDGOTHIC
4. COLOR: WHITE ON EXISTING SURFACE (NO FILL INSIDE STENCIL)
STANDARD STALL MARKINGS DETAIL
SCALE:
EVgo-
FAST CHARGING
EVgo
11390 WEST OLYMPIC BLVD, SUITE 250
LOS ANGELES, CA 90064
a.A -RARD AE GROUP, LLC
Laura P.E.
Professional Engineer no: N8912
Wakarusaose Dr. Ste. B
KS St
Lawrence, KS 66049
Ph: 785.993.0300
Uthanchartl®BAE.Group
THE 0i
OSBORNE 46
9lls�lt[COMPANY ♦YEARS%:
3310 SW Harrison St, Suite 3
Topeka, KS 66611
785-862-2100
Job Name:
SOUTHSIDE
SHOPPING
CENTER
32 MILL CREEK DR
CHARLOTTESVILLE, VA 22902
SHEET DESCRIPTION:
DETAILS
Project #: P44534
File:
Drawn by: AM
Date(s): 01/11/2021
ISSUED FOR C0100 - 2021.02.24
GENERAL NOTES
1. THE UTILITY DESIGN DETAILS SUMMARIZED ON THIS SHEET
ARE FOR PROPERTY OWNER REVIEW. THE CONTRACTOR
SHALL REFERENCE THE UTILITY DESIGN �O
PACKAGE (UDP), PROVIDED WITH THE ISSUED FOR
AVON
CONSTRUCTION DRAWINGS FOR BIDDING. THE
�__!�)'T R E E T CONTRACTOR SHALL INSTALL THE UTILITY RELATED FAST CHARGING
EXTENSION SCOPE OF WORK PER UTILITY CONSTRUCTION
VARIABLE WIDTH
RIGHT—OF—WAY
SPECIFICATION REQUIREMENTS.
ASPHAIT IDCVDPUBL/CROOANI
2. UTILITY EQUIPMENT INSTALLATIONS AND PREP WORK AND
TERMINATION OF SERVICE CONDUCTORS SHALL BE
DABBED WH/CF Z/NF
19O SIF CFl l CIA/ lLlk COORDINATED WITH THE APPROPRIATE UTILITY ENGINEER EVgo
AT TIME OF PRE -CONSTRUCTION MEETING TO ENSURE -- -- -- c/UL L L VV
ACCURACY OF INSTALLATIONS. 11390 WEST NGELEOLYMP, CA 90 SUITE 250
LOS ANGELES. CA 90064
3. FOR GENERAL NOTES AND SYMBOL LIST, SEE E-14.
DAS FD WHIT L lh 4. BEFORE BID SUBMISSION AND COMMENCING WORK,
CONTRACTOR SHALL FIELD INSPECT SCOPE OF PROJECT,
AND SUBMIT A REQUEST OF INFORMATION TO THE
/ ENGINEER FOR ANY DISCREPANCIES OR
INCOMPATIBILITIES FOUND BETWEEN DESIGN AND ACTUAL 4�aC waoA> cRouP,TLCSOLID WHITE LINE CONDITIONS. "Blancbard,P.E.sional Engineer no: 048912
-- Wakarusa Dr. Ste. B
n / Lawrence, KS 66049
EDGE OF CC ICECIEI V T 5. ALL JUNCTION OR OUTLET BOXES SHALL BE INSTALLED SO Pb: 7859910300
nchard@BAE
Lblanchard@BAE.Group
'\ AS TO ALLOW ACCESS TO COVER. PROVIDE APPROVED
ACCESS DOORS OR PLATES AS REQUIRED IN AREAS
WHERE UNOBSTRUCTED ACCESS TO BOX OR OUTLET IS THE
AN UPJBA45
NOT POSSIBLE. OSBORI 1E,L�h
TRANSFORMER �-SdCOMPANY irteas��
6. EQUIPMENT LOCATIONS, WHERE SHOWN, ARE ToP°k Ksasss;; s`Soile3
APPROXIMATE. FIELD VERIFY AND COORDINATE WITH 7E5-as2-zloo
%2p 3 OWNER, INCLUDING OTHER CONSTRUCTION RELATED Job Name:
__")
%%� INFORMATION.
�20 °�1 ° �2 ° SOUTHSIDE
7. ALL WORKS TO BE PERFORMED AS PER LATEST EDITION SHOPPING
ITY EASEIW NT
RSR ECCI VD i � OF NEC, AND LATEST LOCAL UTILITY SPECIFICAITONS. CENTER
7 OB 1815 PG 284
32 MILL CREEK DR
I CHARLOTTESVILLE, VA 22902
1
KEYNOTES
i 35'DI/EGETATgI/I/E B/FFER STORM INLET
PROPOSED 50KW � p" 11 I Cl /,CCCI V ECC q � q �7�
I DISPENSER G� L7 EYFI V l CCC_560 CQ 1• PROVIDER T PVC CONDUIT FROM UTILITY TRANSFORMER
, 1815
9 U CJ
A OB l 8/ 5 CC 284 SECONDARY TO SWITCHBOARD (WITH BUILT-IN UTILITY
(TYP. OF 4)C� / /I / nn COMPARTMENT) & ADJACENT METER CAN. THE
—,L — 1 — — — — — — — — — — — — — —J 11 V V —556 JJ CONTRACTOR TO COORDINATE WITH UTILITY FOR FINAL
p
METER � _ _ __ -- -- -- LOCATIONS, QUANTITY CONDUITS AND ADDITIONAL
REQUIREMENTS.
SWITCHGEAR
2. PROPOSED SERVICE ELECTRICAL INFRASTRUCTURE.
ONC, CURB �C C TTER
`I ❑ ------ I REFER TO POWER RISER FOR ADDITIONAL INFORMATION. SHEET DESCRIPTION:
MELECTRICAL
` 3. PROPOSED UTILITY POLE MOUNTED TRANSFORMER.
UTILITY PLAN
i 4
ig► I COORDINATE WITH EVGO/UTILITY COMPANY FOR
ADDITIONAL INFORMATION.
EV
9 A CHARGING CHN ONLY
HAND HOLE EV CHARGING STATIONS 20' S
_______ ____________I-50'5UILDINCSETBR sFk VER z Ho
OB 181
-- -- - u j,VM �,1iCx D
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% .S -- -- - -- -- -- -- - -- -- -- -- 8 �s SANsSIONAL��O~��
v _
Project Q: P44534
P
File:
Drawn by: AM
_- -- -- Date(s): 01/11/2021
P i
6„ ISSUED FOR CD100 — 2021.02.24
0
CONC. CUR _G TTER
A
v
C/O Co
.A. P 4 - .P P
P 9 Q 9� p
60, A P p P P v
T-TT7T7TTT-7T7TiTT7-7T7T7TTT-7T7 7TT� T7-J7-
P
CONC. CURB GUTTER 60, p Q
A __ 660
" P _
a UTILITY PLAN` 8
E-8 SCALE: 3/32" = 1'-0"
Ul `111 5A 4 5
I
I
I
I
I
I
I
Ig g
�-i 4 ' • ---- •
11
• • L9- -
10
-------------
_ J
2
• I
2 •
' 2
I_N I.
A CI-AI:GING CHARGING
%;NI_Y uNLY
0�0
ELECTRICAL ENLARGED SITE PLAN
SCALE: 3/16" = 1'-0"
PROPOSED DISPENSERS
CHARGE POST 50KW CABLE TYPE
NUMBER
1 1 CHAdeMO/CCS
2 1 CHAdeMO/CCS
POWER UNIT LENGTHS
POWER UNIT/ LINEAR LENGTH ** ESTIMATED
DISPENSER SWGR/DP TO POWER LENGTH (FT)
UNIT/ DISPENSER
1 24 40
2 25 41
TOTAL ESTIMATED LENGTH 81
TOTAL LENGTH OF WIRE 243
TOTAL LENGTH OF AC WIRE = SUM OF ESTIMATED LENGTH x 3 WIRES PER
POWER UNIT
TOTAL LENGTH GND WIRE = SUM OF ESTIMATED LENGTHS
NOTES
(SEE SHEET E-3 FOR WIRE CONFIGURATION)
AC CONDUCTOR: 16 FEET IS ADDED TO HORIZONTAL RUN
LENGTH TO ACCOUNT FOR BURIED DEPTH
' DC CONDUCTORS: 22 FEET IS ADDED TO HORIZONTAL RUN
LENGTH TO ACCOUNT FOR BURIED DEPTH
1. CONDUIT ROUTING IS DIAGRAMMATICALLY SHOWN ON PLANS AND
ARE ONLY APPROXIMATIONS. THE EXACT LOCATION AND ROUTING
PATHS SHALL BE FIELD VERIFIED AND INSTALLED PER
JURISDICTIONAL REQUIREMENTS.
2. ALL ELECTRICAL WORK AND RELATED ACTIVITIES PERFORMED
ONSITE SHALL BE DONE IN ACCORDANCE WITH NATIONAL
ELECTRICAL CODE (NEC) STANDARDS BEING ENFORCED BY ALL
APPLICABLE JURISDICTIONAL REQUIREMENTS AT TIME OF
CONSTRUCTION.
3. UTILITY EQUIPMENT INSTALLATIONS AND PREP WORK SHALL BE
COORDINATED WITH THE APPROPRIATE UTILITY ENGINEER TO
ENSURE ACCURACY OF INSTALLATIONS.
KEY NOTES O
1. NOT USED.
2. PROPOSED DISPENSER.
3. NOT USED
4. PROPOSED LOCATION OF UTILITY METER. COORDINATE FINAL
LOCATION, SPEC AND OTHER REQUIREMENTS WITH UTILITY COMPANY
PRIOR INSTALLATION OF METER..
5. NOT USED
6. NOT USED
7. NOT USED
8. PROPOSED LOCATION FOR C/T CABINET (DIMENSION AND APPROVED
SPEC PER LOCAL UTILITY REQUIREMENT)
9. PROPOSED SWITCHBOARD ASSEMBLY "MDP" (OFCI)
10. PROVIDE CONDUIT(S) AND WIRING PER POWER RISER. REFER TO
DRAWING E-10 FOR ADDITIONAL INFORMATION.
11. MOUNT THE METER ON METAL SUPPORT CHANNELS AND THE HEIGHT
REQUIREMENTS PER UTILITY STANDARD/NEC.
EVgo
FAST CHARGING
EVgo
11390 WEST OLYMPIC BLVD, SUITE 250
LOS ANGELES, CA 90064
11,
BI PNCRARD PE GROUP, LLC
Laura Blanchard, DrStP.E.
Professional Engineer no: N8912
Wakarusa Dr. Ste. B
Lawrence. KS 66049
Ph: 785. 9930300
Lblanchard@BAEGroup
THE
OSBORNB'
>r
eitCOMPANY �jYfARS�
3310 SW Harrison St, Suite 3
Topeka, KS W611
785-862-2100
Job Name:
SOUTHSIDE
SHOPPING
CENTER
32 MILL CREEK DR
CHARLOTTESVI LLE, VA 22902
SHEET DESCRIPTION:
ELECTRICAL
ENLARGED SITE PLAN
Project j/: P44534
Rle:
Drawn by: AM
Dote(.): 01 /11 /2021
ISSUED FOR CD100 — 2021.02.24
DOMINION VA
POLE MOUNTED SEE NOTE
UTILITY TRANSFORMER 1&4
(BY OTHERS)
M_�
4
ZUTILITY
GROUND
(BY
OTHERS)
NOTES
C/T CABINET
MAIN SERVICE DISCONNECT
SEE NOTE
400A C/B
MAIN
LMANUFACTURER
PROVIDED MAIN
BONDING JUMPER
1 PER NEC 250.24(A)
(4),250.28(C), 250.8(A)(7)
#1/0 SOLID AWG CU #4 AWG BARE CU
GROUNDING GROUNDING
ELECTRODE ELECTRODE
CONDUCTOR PER NEC CONDUCTOR PER
250.66 (A) NEC 250.66(B)
GROUNDING ELECTRODE
5/8"X8'-0" COPPER CLAD
GROUND ROD INSTALLATION
PER NEC 250.52(A)(5), 250.53
(A) AND 250.68
CONCRETE ENCASED
ELECTRODE PER NEC
250.52(A)(3)(1) OR (2)
1. METER PLACEMENT AND FINAL SWITCHGEAR/DISTRIBUTION DESIGN TO BE
COORDINATED ACCORDING TO UTILITY REQUIREMENTS. CONTRACTOR TO PROVIDE
METER SOCKET (METER ENCLOSURE) PER LISTED ON LOCAL UTILITY'S APPROVED
METER ENCLOSURE LIST.
2. PROVIDE 100% RATED FOR THE MAIN CIRCUIT BREAKER.
3. PROVIDE HAND HOLE. SIZE THE BOX PER NEC RECOMMENDED AT MINIMUM 12"W X 12"H
X16"D AS REQUIRED. ASSUMED CONDUITS STUB UP INTO BOX. FUTURE CONDUITS WILL
COME OUT TO TWO SIDES OF THE PULL BOX. VERIFY EXACT LOCATION AND BOX
DIMENSION IN FIELD AND WITH EVGO.SEE UTILITY POWER MANUAL FOR ADDITIONAL
INFORMATION.
4. REFER TO DRAWING E-13 FOR LOAD SUMMARY AND PANEL/SWBD SCHEDULE.
5. CONTRACTOR SHALL PROVIDE A READILY ACCESSIBLE CIRCUIT BREAKER THAT CAN BE
LOCKED OPEN IN COMPLIANCE WITH NEC 110.25.
6. DISPENSERS ARE PROVIDED WITH AN INTERNAL DISCONNECT FOR SERVICING.
POWER UNITS
AVAILABLE FAULT
AVAILABLE FAULT
CURRENT BY LOCATION
CURRENT PROVIDED BY
REACTOR RESULT
UTILITY
AFC @ TRANSFORMER
(TBD)
35KA OR LOWER NO
REACTORS REQUIRED
AFC @ SWITCHBOARD
NA
NA
AVERAGE AFC @ POWER
UNIT (NO REACTOR)
NA
NA
AFC @ POWER UNIT
THROUGH REACTOR
NA
NA
AVAILABLE FAULT CURRENT (AFC) WILL BE (TBD) UNTIL PROVIDED BY UTILITY COMPANY
400A BUS DISTRIBUTION PANEL "MDP" 277/480V, 3(�, 4W 65KAIC, NEMA 3R GFP EQUIPMENT
277/480V DISTRIBUTION SECTION
*400A BUS*
SEE NOTE
oa
0000 M
FA
2
DISPEN
#1
SINGLE LINE DIAGRAM
SCALE: N.T.S.
oa
0000 M
PENSER
#2
/m
NOTE 7
HAND
HOLE
LOAD SUMMARY
FLA
QTY
TOTAL FLA
TOTAL KVA
50 KW DISPENSER
64
2
128
108
TOTAL LOAD = 128 A
TOTAL LOAD = 108 KVA
PENDING
UTILITY
DESIGN.
ENGINEER
OF
RECORD TO CONFIRM UTILITY
FAULT
CURRENT
AND
MEANS
OF
MITIGATION
E NOTE 5
NOTE 5
CONDUIT AND WIRING SCHEDULE - ABB EV CHARGING STATIONS
FROM
TO
CONFIGURATION
PROPOSED PMT OR
PROPOSED
1 SET OF {(4) 600 MCM CU (THWN-2)
O
POWER POLE
SWITCHBOARD
IN 4" SCH 40 PVC CONDUIT}
(BY OTHERS)
PROPOSED
50 KW ABB
(4) #2 AWG CU (THWN-2) + (1) #8 AWG CU
O
SWITCHBOARD
PROPOSED
(THWN-2) EGC IN (1) 3" SCH 40 PVC
DISPENSER
CONDUIT
(2) 3" SCH 40 PVC CONDUIT
PROPOSED
WITH STRING AND CAP + (2) 1" SCH 40
OPROPOSED
3
SWITCHBOARD
HAND HOLE
PVC CONDUIT
WITH STRING AND CAP
EVgo
FAST CHARGING
EVgo
11390 WEST OLYMPIC BLVD, SUITE 250
LOS ANGELES, CA 90064
Ae;e&-PNCHARD PE GROUP, LLC
Laura a D' P.E.
Professional Engineer no: 048912
Wakarusa DrSte. B
Lawrence, KS 66049
Ph'. 785,993.0300
Lblancharb@BAE.Group
THE
pwq
OSBORNE '40
:11KI NIAR%�z
PANY i
3310 SW Hanison St, Suite 3
Topeka, KS 66611
785-862-2100
Job Name:
SOUTHSIDE
SHOPPING
CENTER
32 MILL CREEK DR
CHARLOTTESVILLE, VA 22902
SHEET DESCRIPTION:
ELECTRICAL
SINGLE LINE DIAGRAM
B
Lu-NO�i
Project #: P44534
File:
Drawn by: AM
Date(s): 01/11/2021
ISSUED FOR CD100 — 2021.02.24
NOTES
PROPOSED 50 KW
1.
CONDUITS SHALL BE BURIED BELOW FROST LINE AND IN COMPLIANCE WITH
DISPENSER
LOCAL AND NATIONAL CODE REQUIREMENTS.
CONTRACTOR TO INSTALL METER PER UTILITY'S
2.
REFER TO CONDUIT AND WIRE SCHEDULE ON E-10 FOR CONDUIT AND WIRE
RNFEQUIREMENTS. COORDINATE WITH UTILITY FOR ADDITIONAL
IORMATION AS REQUIRED. REFER TO DRAWING E-9 FOR
REQUIREMENTS.
APPROXIMATE LOCAITONS
3.
INSTALL DOTTIE DUCT SEAL COMPOUND PC 6130 (CAT NO. LHD1) (TYP FOR
ALL CONDUITS FOR CHARGER CABINETS AND DISPENSERS).
PROPOSED
SWITCHBOARD
4.
REFER TO SHEET E-8, AND E-9 FOR CONDUIT STUB LOCATION.
5.
REFER TO SHEET E-4 FOR IN -GROUND BOX ADDITIONAL INFORMATION.
INCOMING 2771480V
MAIN DIST.
POLE MOUNTED
BREAKER SECTION
UTILITY METER SECTION
TRANSFORMER SOCKET 0
Lj I
PROPOSED HAND HOLE
5
(TYPICAL OF ALL CONDUITS)
1
2
3
4
T N CODUIT ELEVATION - POWER DISTRIBUTION, POWER
UNIT, DISPENDER (FOR REFERENCE ONLY)
E-11 SCALE: N.T.S.
PENDING
UTILITY DESIGN
SAW CUT ASPHALT SURFACE
NATIVE SOD
EXISTING
PAVEMENT ASPHALT BASE
EXISTING
GRADE
EXISTING EXISTING
III —III
PAVEMENT PAVEMENT
M - IIIIIIIIIIIIIIIII
M
W1777- III III T III I1=1I I1=1II1=1I III IIIII
O — III III III III
w III -III- NATIVE
w UNDISTURBED -III-III III III-
� BACKFILL
SOIL (TYP) -III=III
W O III III III III III
Q Z III -III- -III-III-
UNDISTURBED
> LLI W IIIIII=III IIIII 1
III -
to o CLEAN
SOIL
III I I I
-III- III
-III -III-III= FLOWABLE
-III=III BACKFILL 6"
HAND TAMPED 1/2" - III LIFT MAXIMUM,
=III= FILL
OO
GRANULAR III- PLATE TAMP
BACKFILL
=
0 41-
(1/2"), 95%
1L
L6 6" COMPACTION
MIN.
6" 6"
1" MIN OF GRANULAR BACKFILL
VERTICALLY AND HORIZONTALLY
1" MIN OF PLOWABLE FILL, OR PACKED ROCK
BETWEEN CONDUITS
VERTICALLY AND HORIZONTALLY
BETWEEN CONDUITS
NOTES
NOTES
1. ANY EXCAVATION LEFT OPEN NEEDS TO BE FENCED, BARRICADED, OR TRENCH
1. ASPHALT SHALL COMPLY WITH STANDARD DOT OR LOCAL JURISDICTION SPEC.
PLATED TO INSURE THE SAFETY OF THE GENERAL PUBLIC.
FOR HMA SURFACE COURSE.
2. ANY EXCAVATION LEFT OPEN NEEDS TO BE FENCED, BARRICADED, OR TRENCH
2. ANY PAVEMENT DAMAGE DURING CONSTRUCTION SHALL BE REPAIRED OR
PLATED TO INSURE THE SAFETY OF THE GENERAL PUBLIC.
REPLACED BY THE CONTRACTOR TO PRE CONSTRUCTION CONDITIONS OR BETTER.
3. TRENCH DEPTHS ARE REQUIRED TO BE 2'-1 MIN. OR 6" BELOW FROST LINE PER
3. TRENCH DEPTHS ARE REQUIRED TO BE 2'-0" MIN. OR 6" BELOW FROST LINE PER
LOCAL JURISDICTION REQUIREMENTS.
LOCAL JURISDICTION REQUIREMENTS.
4. ANY PAVEMENT DAMAGE DURING CONSTRUCTION SHALL BE REPAIRED OR
4. EXACT NUMBER OF CONDUITS SHALL BE DETERMINED BY SHEET E-8 & E-9, EXACT
REPLACED BY THE CONTRACTOR TO PRE CONSTRUCTION CONDITIONS OR BETTER.
CONDUIT PLACEMENT IN TRENCH SHALL BE DETERMINED BY THE CONTRACTOR IN
5. EXACT NUMBER OF CONDUITS SHALL BE DETERMINED BY SHEET E-8 & E-9, EXACT
THE FIELD BASED ON PHYSICAL MEASUREMENTS AND JURISDICTIONAL
CONDUIT PLACEMENT IN TRENCH SHALL BE DETERMINED BY THE CONTRACTOR IN
REQUIREMENTS.
THE FIELD BASED ON PHYSICAL MEASUREMENTS AND JURISDICTIONAL
REQUIREMENTS.
TYPICAL NON -UTILITY
TYPICAL NON -UTILITY
B CONDUIT UNDER SOIL TRENCH
TCT CONDUIT UNDER ASPHALT TRENCH
B
DETAIL NOT
USED
E-11 SCALE: N.T.S.
E-11 SCALE: N.T.S.
E-11 SCALE:
EV
go
FAST CHARGING
EVgo
11390 WEST OLYMPIC BLVD, SUITE 250
LOS ANGELES, CA 90064
All,
BEANO-ARD AE GRl LLC
Laura Blanchard, P.E.
Professional Engineer no: 048912
Dr.St
Wakarusa Dr. Ste, B
Lawrence, KS 66049
Ph: 785 993 0300
Lblanchard@BAEGroup
THE
OSBORNE
213COMPANY
3310 SW Harrison St, Suite 3
Topeka, KS 66611
785-862-2100
Job Nome:
SOUTHSIDE
SHOPPING
CENTER
32 MILL CREEK DR
CHARLOTTESVILLE, VA 22902
SHEET DESCRIPTION:
ELECTRICAL DETAILS
uu� g.r, e-
Project #: P44534
Rle:
Drawn by: AM
Date(:): 01 /11 /2021
ISSUED FOR CD100 — 2021.02.24
ELECTRICAL SPECIFICATIONS
260500 - GENERAL REQUIREMENTS
A. ALL WORK SHALL COMPLY WITH REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE,
LOCAL BUILDING CODE AND BUILDING MANAGEMENT RULES AND REGULATIONS.
CONTRACTOR IS TO INFORM ENGINEER OF ANY EXISTING WORK OR MATERIALS THAT
VIOLATE ANY OF THE ABOVE LAWS AND REGULATIONS. ANY WORK DONE BY THE
CONTRACTOR CAUSING SUCH VIOLATION SHALL BE CORRECTED AT CONTRACTOR'S
EXPENSE BY THIS CONTRACTOR AND AT NO EXPENSE TO THE OWNER.
B. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE EXISTING BUILDING
CONSTRUCTION STANDARDS.
C. PRIOR TO SUBMISSION OF BID, THIS CONTRACTOR SHALL VISIT THE JOB SITE TO ASCERTAIN
THE ACTUAL FIELD CONDITIONS AS THEY RELATE TO THE WORK AS INDICATED ON THE
DRAWINGS AND DESCRIBED HEREIN. DISCREPANCIES IF ANY, SHALL BE BROUGHT TO THE
ENGINEER'S ATTENTION PRIOR TO SUBMISSION OF HIS BID, AND IF NOT RESOLVED TO
SATISFACTION SHALL BE SUBMITTED AS A WRITTEN QUALIFICATION OF THE BID.
SUBMISSION OF A BID SHALL BE EVIDENCE THAT SITE VERIFICATION HAS BEEN PERFORMED
AS DESCRIBED ABOVE. REQUEST FOR ADDITIONAL COMPENSATION DUE TO CONTRACTOR'S
FAILURE TO EXAMINE THE SITE PRIOR TO SUBMISSION OF BID SHALL NOT BE CONSIDERED.
D. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF WORK AND
APPROXIMATE LOCATION OF EQUIPMENT. IF A CONFLICT OCCURS IN THE SPECIFICATIONS
AND/OR ON THE DRAWINGS, THE MORE STRINGENT SITUATION SHALL APPLY.
E. PRIOR TO SUBMISSION OF BID, THIS CONTRACTOR SHALL REVIEW ALL DRAWINGS OF THE
ENTIRE PROJECT INCLUDING GENERAL CONSTRUCTION, DEMOLITION, ARCHITECTURAL,
MECHANICAL, ELECTRICAL, AND PLUMBING, AND SHALL INCLUDE ANY WORK REQUIRED IN
THE BID THAT IS INDICATED OR IMPLIED TO BE PERFORMED BY THIS TRADE IN OTHER
SECTIONS OF THE WORK.
F. ANY EQUIPMENT, PARTS, MATERIALS, ACCESSORIES, OR LABOR THAT IS NECESSARY FOR
PROPER PERFORMANCE OF THE ELECTRICAL WORK, ALTHOUGH NOT SPECIFICALLY
MENTIONED HEREIN, OR SHOWN ON THE DRAWINGS, SHALL BE FURNISHED AND INSTALLED
AS IF CALLED FOR IN DETAIL WITHOUT ADDITIONAL COST.
G. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR
FROM DATE OF FINAL ACCEPTANCE OF THIS WORK. FINAL ACCEPTANCE SHALL BE DEFINED
AS THE TIME THAT THE ELECTRICAL WORK IS TAKEN OVER AND ACCEPTED BY THE OWNER,
AND IS UNDER CARE, CUSTODY, AND CONTROL OF THE OWNER. ENGAGE THE SERVICES OF
VARIOUS MANUFACTURERS SUPPLYING THE EQUIPMENT FOR THE PROPER STARTUP AND
OPERATION AND SERVICING OF THE EQUIPMENT.
H. ALL MATERIALS SHALL BE NEW AND SHALL CONFORM TO THE STANDARDS OF THE
UNDERWRITERS' LABORATORIES INC. MATERIALS SHALL BE FABRICATED IN ACCORDANCE
WITH THE SPECIFICATIONS AND APPROVED RULES AND REGULATIONS OF NEMA AND SHALL
BEAR THE UL INSPECTION LABEL. MATERIAL AND APPARATUS FOR LIKE SHALL BE BY THE
SAME MANUFACTURER.
I. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND CONTRACTOR'S SERVICES NECESSARY
FOR COMPLETE, SAFE INSTALLATION OF ALL ELECTRICAL WORK. THE SCOPE OF WORK
SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING:
1. PROVIDING OF LIGHT FIXTURES AND LAMPS INCLUDING EXIT AND EMERGENCY LIGHTING
AND ALL ASSOCIATED COMPONENTS AND BRANCH CIRCUITING.
��:�i]�/1�71�[eZi7��I��JI:%T�3�4%\7e1�I�Z�7i7►1�11I�3ti7:�97i7:i�[e7:��1►[del�l�lli]�J/�:#
3. CUTTING, CHANNELING AND CHASING REQUIRED TO ACCOMMODATE THE ELECTRICAL
INSTALLATION AND ROUGH PATCHING.
4. PROVIDING OF CONDUIT, JUNCTION BOXES, PULL BOXES, ETC., REQUIRED FOR THE
AFOREMENTIONED EQUIPMENT.
5. GROUNDING OF ALL EQUIPMENT AS REQUIRED BY NATIONAL ELECTRICAL CODE AND AS
SHOWN ON THE DRAWINGS.
6. PROVIDING RECEPTACLES, LIGHT SWITCHES, DISCONNECT SWITCHES, OUTLET BOXES,
CONTACTORS AND OTHER WIRING DEVICES INCLUDING RELATED BRANCH CIRCUIT
WIRING.
7. PROVIDING ENGRAVED LAMICOID NAMEPLATES FOR NEW PANELBOARDS, SWITCHES,
CABINETS, MOTOR STARTERS, ETC.
J. FOLLOW THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION AIA DOCUMENT
A201 LATEST EDITION, OR AS REQUIRED BY THE ARCHITECTS DOCUMENTS AND/OR
ENGINEERS DOCUMENTS.
K. SUBMIT SHOP DRAWINGS CERTIFIED BY ALL TRADES THAT COORDINATION HAS BEEN
ESTABLISHED. SUBMIT ALL CERTIFIED EQUIPMENT CUTS WITH CONSTRUCTION WIRING
DIAGRAMS. PROVIDE A MINIMUM OF SIX (6) COPIES OF 8-1/2"X11" SUBMISSIONS AND ONE (1)
REPRODUCIBLE AND ONE (1) PRINT OF ALL DRAWINGS.
SUBMIT SHOP DRAWINGS FOR THE FOLLOWING ELECTRONICALLY TO
RIVERSON@BAE.GROUP, AS WELL AS THE OSBORNE PROJECT MANAGER:
1. SWITCHES AND FUSES.
2. OVERCURRENT PROTECTIVE DEVICE COORDINATION STUDY.
3. ARC FLASH HAZARD ANALYSIS STUDY.
L. CONTRACTOR SHALL REVISE DRAWINGS TO CONFORM TO RECORD DRAWINGS AND SUBMIT
AS -BUILT CONDITION (DEVICES, EQUIPMENT, CIRCUITRY, ETC.), DRAWINGS UPON
COMPLETION OF THE PROJECT. FINAL SUBMISSION OF REPRODUCIBLE AND ACAD DISKETTE
OF AS -BUILT DRAWINGS ARE TO BE SUBMITTED TO THE OWNER AND BLANCHARD AE GROUP
AND CONSULTANTS FOR REVIEW AND RECORDS.
260500 - GENERAL REQUIREMENTS
M. SUBSTITUTE MATERIAL OR MANUFACTURER OF EQUIPMENT SHALL NOT BE PERMITTED
WITHOUT A FORMAL WRITTEN SUBMITTAL TO THE ENGINEER THAT INCLUDES ALL
DIMENSIONAL, PERFORMANCE AND MATERIAL SPECIFICATIONS. ANY CHANGES IN LAYOUT,
ELECTRICAL CHARACTERISTICS, STRUCTURAL REQUIREMENTS, OR DESIGN DUE TO THE USE
OF A SUBSTITUTION SHALL BE SUBMITTED TO THE ENGINEER AS PART OF THIS PROPOSAL.
THE CONTRACTOR TAKES FULL RESPONSIBILITY FOR THE SUBSTITUTION AND ALL CHANGES
RESULTING FROM SUBSTITUTION.
N. DEFINITIONS:
1. "ELECTRICAL CONTRACTOR", "THIS CONTRACTOR" - THE PARTY OR PARTIES HAVE BEEN
DULY AWARDED THE CONTRACT FOR AND ARE THEREBY MADE RESPONSIBLE FOR
THE ELECTRICAL WORK AS DESCRIBED HEREIN.
2. "ARCHITECT", "ENGINEER", "OWNER'S REPRESENTATIVE" - THE PARTY OR PARTIES
RESPONSIBLE FOR INTERPRETING, ACCEPTING AND OTHERWISE RULING ON THE
PERFORMANCE UNDER THIS CONTRACT.
3. "FURNISH" - PURCHASE AND DELIVER TO THE PROJECT SITE COMPLETE WITH EVERY
NECESSARY APPURTENANCE AND SUPPORT, ALL AS PART OF THE ELECTRICAL
WORK.
4. "INSTALL" - UNLOAD AT THE DELIVERY POINT AT THE SITE AND PERFORM EVERY
OPERATION NECESSARY TO ESTABLISH SECURE MOUNTING INSTALLATION AND
CORRECT OPERATION AT THE PROPER LOCATION IN THE PROJECT, ALL AS PART OF
THE ELECTRICAL WORK.
5. "PROVIDE" - "FURNISH" AND "INSTALL"
6. "RELOCATE" - MOVE EXISTING EQUIPMENT/DEVICES/FIXTURE AND ALL ACCESSORIES AS
REQUIRED, INCLUDING THE EXTENSION OF EXISTING OR PROVIDING NEW
CIRCUIT/CONDUCTORS/WIRING AS REQUIRED.
7. "REMOVE" - DISMANTLE AND CART AWAY FROM SITE INCLUDING ALL RELATED
ACCESSORIES. ALL OTHER EQUIPMENT AND OPERATIONS IN ANY WAY EFFECTED
BY THE REMOVAL IS TO REMAIN IN FULL OPERATION. PROVIDE ALL NECESSARY
COMPONENTS TO MAINTAIN SUCH OPERATION.
M. ACCEPTABLE MANUFACTURERS:
DISCONNECT SWITCHES: SIEMENS, GE OR SQUARE "D"
FUSES: BUSSMAN, GOULD SHAWMUTT
RACEWAY: NATIONAL WIRE PRODUCTS, TRIANGLE OR REPUBLIC
WIRE/CABLE: ROME PHELPS DOGGE, GENERAL CABLE, SIMPLEX
PANELBOARDS: SIEMENS, GE OR SQUARE "D".
JUNCTION/PULL BOXES: APPLETOWN ELECTRIC, CROUSE HINDS OR O.Z./ GEDNEY CO.
FIRE STOP MATERIAL: HILTI, 3M (NOTE: MATERIAL MUST BE ACCEPTABLE TO LOCAL AHJ)
FITTINGS, COUPLINGS, BUSHINGS, CONNECTORS: OZ GEDNEY, BURNDY, NEPCO, THOMAS
AND BETTS
260519 - WIRE AND CABLE
A. ALL CONDUCTORS SHALL BE COPPER, TYPE THHN/THWN INSULATED. ALL CONDUCTORS
SHALL HAVE 600 VOLT AC RATED 1,000 VOLT DC RATED INSULATION. CONDUCTORS #10 AWG AND
SMALLER SHALL BE SOLID WIRE. CONDUCTORS AND #8 AWG AND LARGER SHALL BE STRANDED
WIRE.
B. METAL CLAD CABLE (TYPE MC) IS NOT ALLOWED.
C. BRANCH CIRCUIT WIRE SIZE: THE MINIMUM WIRE SIZE FOR BRANCH CIRCUIT SHALL BE #12
AWG EXCEPT 120 VOLT CIRCUITS OVER 80 FEET IN LENGTH SHALL BE 10# AWG. REFER TO
DRAWINGS FOR FURTHER WIRE SIZING INFORMATION.
D. PROVIDE ALL BRANCH CIRCUITS WITH DEDICATED GROUND WIRES.
G. PROVIDE FLAMEPROOF IDENTIFICATION TAGS IN ALL JUNCTION BOXES, PULL BOXES AND
PANELBOARDS FOR ALL FEEDERS, BRANCH CIRCUIT AND CONTROL WIRING. TAGS SHALL IDENTIFY
CONDUCTOR SIZES, SOURCE AND TERMINATION POINTS.
H. INSTALL NO MORE THAN 3 BRANCH CIRCUITS IN ONE CONDUIT OR HOMERUN UNLESS
OTHERWISE NOTED.
260526 - GROUNDING AND BONDING OF ELECTRICAL SYSTEMS
A. SERVICE: PROVIDE COMPLETE SYSTEM OF GROUND CONDUCTORS, ELECTRODES, AND
ACCESSORIES TO EFFECTIVELY AND PERMANENTLY GROUND ELECTRIC SERVICE.
B. EQUIPMENT: GROUND NON -CURRENT CARRYING METAL PARTS OF THE ELECTRICAL
SYSTEM. PROVIDE A SEPARATE GREEN INSULATED EQUIPMENT GROUNDING CONDUCTOR WITH
ALL FEEDERS AND BRANCH CIRCUITS, SIZED IN ACCORDANCE WITH THE OVER CURRENT
PROTECTIVE DEVICE SERVING THAT FEEDER OR BRANCH CIRCUIT.
260533 - RACEWAY
A. CONDUIT FOR BRANCH CIRCUIT SHALL BE, WITH COMPRESSION FITTINGS SIZED PER
DRAWING, 1" MINIMUM. (MAXIMUM 3 CIRCUITS PER HOMERUN EXCEPT AS NOTED).
B. FLEXIBLE STEEL CONDUIT MAY BE USED ONLY FOR:
1. SHORT CONNECTIONS WHERE RIGID CONDUIT IS IMPRACTICABLE.
2. FOR FINAL CONNECTION TO MOTOR TERMINAL BOX. TRANSFORMERS AND OTHER
VIBRATING EQUIPMENT: WITH POLYVINYL SHEATHING AND GROUND CONDUCTOR.
MINIMUM LENGTH 18 IN (457.2mm). WITH SLACK. CONNECT GROUND CONDUCTOR TO
ENCLOSURE OR RACEWAY AT EACH END.
3. FOR EXPANSION JOINT CROSSINGS, CROSS AT RIGHT ANGLES AND ANCHOR ENDS.
4. CONNECT GROUND CONDUCTOR TO ENCLOSURE OR RACEWAY AT EACH END.
C. EXPANSION FITTINGS: INSTALL AT RIGHT ANGLES WITH CLIP CENTERED IN EXPANSION JOINT.
a0i11/Ul:8140[ON 9:to] 0:i1P►FNI11!viweli7:1l►us] :&TAI1001AFi111![111];FiTe01V:I-I":ix0Zi1AIAl:11"11l 040]1F1
D. RACEWAYS PASSING THROUGH FIRE -RATED CONSTRUCTION: SEAL OPENING WITH FIRE
SEALANT AS REQUIRED TO MAINTAIN THE EXISTING FIRE RATING.
E. PROVIDE FISH OR PULL WIRE IN ALL EMPTY CONDUITS OVER 10 FEET (3048mm) LONG.
F. MAINTAIN GROUND CONTINUITY OF ALL INTERRUPTED RACEWAYS WITH GROUND
CONDUCTOR.
G. ALL WIRING WITHIN ELECTRICAL CLOSET AND IN BUILDINGS CORE CEILINGS SHALL BE
INSTALLED IN CONDUIT.
H. INSTALL ACCESSIBLE JUNCTION AND PULLBOXES CLEAR OF OTHER TRADES AND SUPPORTED
FROM BUILDING STRUCTURE INDEPENDENT OF CONDUIT.
I. OUTDOORS: APPLY RACEWAY PRODUCTS AS SPECIFIED BELOW UNLESS OTHERWISE
INDICATED:
1. EXPOSED CONDUIT: GRC, RNC-TYPE EPC-40-PVC, RNC-TYPE EPC-80-PVC.
2. CONCEALED CONDUIT, ABOVEGROUND: GRC, EMT, RNC-TYPE EPC-40-PVC.
3. UNDERGROUND CONDUIT: RNC-TYPE EPC-40-PVC/TYPE EPC-80-PVC, DIRECT BURIED,
CONCRETE ENCASED.
260534 - PULL BOXES. JUNCTION BOXES AND OUTLET BOXES
J. PULLBOXES, JUNCTION BOXES AND OUTLET BOXES SHALL BE MANUFACTURED FROM
GALVANIZED INDUSTRY STANDARD GAUGE SHEET STEEL.
K. PROVIDE PULL BOXES AND JUNCTION BOXES IN LONG STRAIGHT RUNS OF RACEWAY TO
ASSURE THAT CABLES ARE NOT DAMAGED WHEN THEY ARE PULLED, TO FULFILL
REQUIREMENTS AS TO THE NUMBER OF BENDS PERMITTED IN RACEWAY BETWEEN CABLE
ACCESS POINTS, THE ACCESSIBILITY OF CABLE JOINTS AND SPLICES, AND THE APPLICATION
OF CABLE SUPPORTS.
L. PULLBOXES AND JUNCTION BOXES SHALL BE SIZED SO THAT THE MINIMUM BENDING RADIUS
CRITERIA SPECIFIED FOR THE WIRES AND CABLE ARE MAINTAINED.
M. ALL EQUIPMENT, DEVICE BOXES, JUNCTION BOXES, PULLBOXES AND OUTLET BOXES SHALL
BE INSTALLED SO AS TO ALLOW ACCESS TO THE BOX. IF NECESSARY AND APPROVED BY
ARCHITECT, PROVIDE ACCESS DOOR OR COVERPLATES IN AREAS WHERE UNOBSTRUCTED
ACCESS IS NOT POSSIBLE.
E
USE WEATHERPROOF BOXES, JUNCTION BOXES AND DEVICES FOR ALL REQUIRED
WEATHERPROOF INSTALLATION.
EVgo
FAST CHARGING
EVgo
11390 WEST OLYMPIC BLVD, SUITE 250
LOS ANGELES, CA 90064
BILA ICHAM AE GROUP, LLC
Laura BlanchardP.E.
Professional Engineer no: 048912
Wakarusa
Dr.St
sa Dr. Ste. B
Lawrence, KS 66049
Ph: 785.993.0300
Lblanchard@BAEGroup
THE t k
OSBORNE,
16COMPANY !, N l .kltl �
3310 SW Harrison St, Suite 3
Topeka, KS 66611
785-862-2100
Job Name:
SOUTHSIDE
SHOPPING
CENTER
32 MILL CREEK DR
CHARLOTTESVILLE, VA 22902
SHEET DESCRIPTION:
ELECTRICAL
SPECIFICATIONS
Project #: P44534
File:
Drawn by: AM
Date(s): 01/11/2021
ISSUED FOR CD100 — 2021.02.24
ELECTRICAL SPECIFICATIONS
260573 - OVERCURRENT PROTECTIVE DEVICE COORDINATION STUDY
A. COMPUTER SOFTWARE DEVELOPERS. PROVIDE PRODUCTS BY ONE OF THE FOLLOWING:
1. SKM SYSTEMS ANALYSIS, INC.
2. ESA, INC.
3. CGI CYME.
4. EDSA MICRO CORPORATION.
5. OPERATION TECHNOLOGY, INC
B. CALCULATE THE MAXIMUM AVAILABLE SHORT-CIRCUIT CURRENT IN AMPERES RMS SYMMETRICAL AT
CIRCUIT BREAKER POSITIONS OF THE ELECTRICAL POWER DISTRIBUTION SYSTEM. THE CALCULATION
SHALL BE FOR A CURRENT IMMEDIATELY AFTER INITIATION AND FOR A THREE-PHASE BOLTED SHORT
CIRCUIT AT EACH OF THE FOLLOWING:
1. SWITCHGEAR AND SWITCHBOARD BUS.
2. BRANCH CIRCUIT PANELBOARD.
C. CALCULATIONS TO VERIFY INTERRUPTING RATINGS OF OVERCURRENT PROTECTIVE DEVICES SHALL
COMPLY WITH IEEE 141.
D. PERFORM COORDINATION STUDY USING APPROVED COMPUTER SOFTWARE PROGRAM. PROVIDE A
WRITTEN REPORT USING RESULTS OF FAULT -CURRENT STUDY. COMPLY WITH IEEE 399.
1. CALCULATE THE MAXIMUM AND MINIMUM 1/2-CYCLE SHORT-CIRCUIT CURRENTS.
2. CALCULATE THE MAXIMUM AND MINIMUM INTERRUPTING DUTY (5 CYCLES TO 2 SECONDS)
SHORT-CIRCUIT CURRENTS.
""s11[fill A111:1111111:1:8AFTV4IAR]MIFill III! U7Jd1►1hkyjIII A Eel ,ri11Pl011yelll%IFd11a:1:I III!11100
E. COMPLY WITH IEEE 241 RECOMMENDATIONS FOR FAULT CURRENTS AND TIME INTERVALS.
F. TRANSFORMER PRIMARY OVERCURRENT PROTECTIVE DEVICES:
1. DEVICE SHALL NOT OPERATE IN RESPONSE TO THE FOLLOWING:
1.a. INRUSH CURRENT WHEN FIRST ENERGIZED.
1.b. SELF -COOLED, FULL -LOAD CURRENT OR FORCE -AIR-COOLED, FULL -LOAD CURRENT, WHICHEVER
IS SPECIFIED FOR THAT TRANSFORMER.
1.C. PERMISSIBLE TRANSFORMER OVERLOADS ACCORDING TO IEEE C57.96 IF REQUIRED BY
UNUSUAL LOADING OR EMERGENCY CONDITIONS.
2. DEVICE SETTINGS SHALL PROTECT TRANSFORMERS ACCORDING TO IEEE C57.12.00, FOR FAULT
CURRENTS.
G. CONDUCTOR PROTECTION: PROTECT CABLES AGAINST DAMAGE FROM FAULT CURRENTS ACCORDING
TO ICEA P-32-382, ICEA P-45-482, AND CONDUCTOR MELTING CURVES IN IEEE 242.
260574 - ARC -FLASH HAZARD ANALYSIS STUDY
A. THE CONTRACTOR SHALL FURNISH AN ARC FLASH HAZRD ANALYSIS STUDY PER THE REQUIREMENTS
SET FORTH IN NFPA 70E - STANDARD FOR SAFETY IN THE WORKPLACE. THE ARC FLASH HAZARD
ANALYSIS SHALL BE PERFORMED ACCORDING TO IEEE 1584 EQUATIONS THAT ARE PRESENTED IN
NFPA70E-2004, ANNEX.
B. THE FLASH PROTECTION BOUNDARY AND THE INCIDENT ENERGY SHALL BE CALCULATED AT ALL
SIGNIFICANT LOCATIONS IN THE ELECTRICAL DISTRIBUTION SYSTEM (SWITCHBOARDS, PANELBOARDS,
BUSWAY AND SPLITTERS) WHERE WORK COULD BE PERFORMED ON ENERGIZED PARTS.
C. SAFE WORKING DISTANCES SHALL BE BASED UPON THE CALCULATED ARC FLASH BOUNDARY
CONSIDERING AN INCIDENT ENERGY OF 1.2 CAL/CM2.
D. ARC FLASH CALCULATIONS SHALL BE BASED ON ACTUAL OVERCURRENT PROTECTIVE DEVICE CLEARING
TIME. MAXIMUM CLEARING TIME WILL BE CAPPED AT 2 SECONDS BASED ON IEEE 1584-2002 SECTION
B.1.2. WHERE IT IS NOT PHYSICALLY POSSIBLE TO MOVE OUTSIDE OF THE FLASH PROTECTION
BOUNDARY IN LESS THAN 2 SECONDS DURING AN ARC FLASH EVENT A MAXIMUM CLEARING TIME BASED
ON THE SPECIFIC LOCATION SHALL BE UTILIZED.
E. CONTRACTOR SHALL PROVIDE A 3.5" (91mm) x 5" (129mm) THERMAL TRANSFER TYPE LABEL OF HIGH
ADHESION POLYESTER FOR EACH WORK LOCATION ANALYZED.
F. ALL LABELS WILL BE BASED ON RECOMMENDED OVERCURRENT SETTINGS AND WILL BE PROVIDED
AFTER THE RESULTS OF THE ANALYSIS HAVE BEEN PRESENTED TO THE OWNER AND AFTER ANY SYSTEM
CHANGES, UPGRADES, OR MODIFICATIONS HAVE BEEN INCORPORATED IN THE SYSTEM.
G. THE LABEL SHALL INCLUDE THE FOLLOWING INFORMATION, AT A MINIMUM:
1. LOCATION DESIGNATION.
2. NOMINAL VOLTAGE.
3. FLASH PROTECTION BOUNDARY.
4. HAZARD RISK CATEGORY.
5. INCIDENT ENERGY.
1)l4 -Ir.4111!Eel 111F�fil0[Q:111
7. ENGINEERING REPORT NUMBER, REVISION NUMBER AND ISSUE DATE.
H. LABELS SHALL BE MACHINE PRINTED, WITH NO FIELD MARKINGS.
1. FOR EACH SWITCHBOARD AND PANELBOARD, ONE ARC FLASH LABEL SHALL BE PROVIDED.
I. THE WORKPLACE ELECTRICAL SAFETY STANDARD SHALL BE FOLLOWED FOR THE ARC -FLASH
CALCULATION, STUDIES AND ARC -FLASH LABELS AS THE MAIN STANDARD.
FMMON DESIGN COMMENTS AND RESPONSES
1. GROUNDING CONDUCTOR IS NOT LARGE ENOUGH FOR EQUIPMENT.
I 1.a. PER 250.66 GROUNDING ELECTRODES: 250.66 (a) WHERE THE GROUNDING ELECTRODE I
CONDUCTOR IS CONNECTED TO ROD, PIPE OR PLATE ELECTRODES AS PERMITTED IN 205.52(A)(5)
OR (A)(6), THE PORTION OF THE CONDUCTOR THAT IS THE SOLE CONNECTION TO THE
GROUNDING ELECTRODE SHALL NOT BE REQUIRED TO BE LARGER THAN 6 AWG COPPER WIRE.
I THERE ARE TWO GROUNDING ELECTRODES, HOWEVER THEY ARE NOT CONNECTED. PLEASE I
REFER TO EXHIBIT 250.29
I 2. DO POWER UNITS CONTAIN OVER -CURRENT PROTECTION. I
2.a. POWER UNITS ARE PROVIDED WITH OVER -CURRENT PROTECTION
3. DOES THE DISCONNECT HAVE AFCI PROTECTION 230.95.
I 3.a. PER SHEET E-10 NOTE: 3--PROVIDE GROUND FAULT PROTECTION (GFP) FOR EQUIPMENT PER NEC I
230.95
4. SHOW COMPLIANCE WITH 652.22 FOR PERSONNEL PROTECTION (GFCI)
4.a. ALL ELECTRICAL GEAR IS CALLED OUT TO BE GFP EQUIPMENT, AND GROUNDED PER SHEET E-14.
I EQUIPMENT CUTSHEETS DESCRIBE THE PROTECTIVE EARTH CABLE, WHICH TIES TO THE I
OVERALL GROUNDING SYSTEM.
5. OVER -CURRENT PROTECTION FOR POWER UNITS SHALL COMPLY WITH NEC SECTION 240.4(B)-AND
ARTICLE 625.
5.a. PER SHEET E-10 REFER TO TO FLA CALL OUT FOR POWER UNITS. OUR C/B ARE SIZED AT 1.25
PER NEC 625.40.
I 6. VERIFY THE CHARGING STATION DISCONNECTS WILL BE READILY ACCESSIBLE PER 625.42. THAT I
THEY WILL NOT BE SECURED BEHIND PANEL DOORS/CABINETS.
I NEC 625.42 REQUIRES THAT THERE IS A DISCONNECTING MEANS THAT IS READILY ACCESSIBLE,
I TRUE. OUR INTERPRETATION IS SUCH THAT IT NEEDS TO BE ACCESSIBLE TO A QUALIFIED I
PERSONNEL FOR SERVICING. THIS INTERPRETATION IS DERIVED FROM THE SAME SECTION
REQUIRING THE DISCONNECTING MEANS BE LOCKABLE IAW WITH NEC 110.25. DISPENSERS ARE
PROVIDED WITH AN INTERNAL MEANS OF DISCONNECT, LASTLY, PLEASE REFER TO OUR
EMERGENCY SHUT OFF DETAIL WHICH WILL BE ON THE FRONT OF THE PANEL SERVING THE I
EQUIPMENT. JI
DISTRIBUTION PANEL
SCHEDULE:
MDP
DESCRIPTION: 400A, MAIN BUS
STYLE: SWITCHBOARD
AIC: PER STUDY
VOLTAGE: 480v, 3 PHASE, 4 WIRE
400A MCB 100% SERVICE RATED
REMARKS:
REFER TO SINGLE LINE DIAGRAM E-10
GEAR INSTALLED ON 3" PAD, WITH A MIN. OF 3" LARGER THAN (LNG
TAG
LOAD
DESCRIPTION
BREAKER
FEEDER
PI
SIZE
I FRAME
SETS
NO.
WIRE
IGNDICON.
1
50 KW ABB DISPENSER #1
3
80
1 100
REFER TO THE RISER DIAGRAM
53,207
2
50 KW ABB DISPENSER #2
3
80
100
REFER TO THE RISER DIAGRAM
53,207
3
SPACE
4
SPACE
SWITCHGEAR DEMAND LOAD ( NEW LOADS)
ITEM
TOTAL
CONNECTED
(kW)
TOTAL
DEMANDED
(kW)
Misc. Continuous
106,414
133,018
Misc.
0
0
Total Load (watts)
133,018
Total Load (amps)
160.0
EVgo
FAST CHARGING
EVgo
11390 WEST OLYMPIC BLVD, SUITE 250
LOS ANGELES, CA 90064
AIII,
BLWVCHARD AE GROUP, LLC
Laura Blanchard, St P.E.
Professional Engineer no'. 048912
Wakarusa Dr Ste. B
Lawrence, KS 66049
Ph: 785. 993.0300
Lblanchard@BAE.Gmup
THE
OSBORNE 40`
E®iYCOMPANY !,Nike, :
3310 SW Hanson St, Suite 3
Topeka, KS 66611
785-862-2100
Job Name:
SOUTHSIDE
SHOPPING
CENTER
32 MILL CREEK DR
CHARLOTTESVILLE, VA 22902
SHEET DESCRIPTION:
ELECTRICAL SPEC (CONT.)
SWB & PNL SCHEDULES
Project #: P44534
File:
Drawn by: AM
Date(a): 01 /1 1 /2021
ISSUED FOR CD100 - 2021.02.24
ELECTRICAL GENERAL NOTES
A, AMP
AMPERE
ADA
AMERICANS WITH DISABILITIES ACT
1.
ALL WORK SHALL BE INSTALLED CONCEALED UNLESS OTHERWISE NOTED.
AF
AMPERE FRAME
2.
CONTRACTOR SHALL FIELD VERIFY DIMENSIONS OF FINISHED CONSTRUCTION PRIOR TO
AFF
ABOVE FINISH FLOOR
FABRICATION AND INSTALLATION OF FIXTURES AND EQUIPMENT.
AHJ
AUTHORITY HAVING JURISDICTION
3.
MOUNTING HEIGHTS OF EQUIPMENT AND DEVICES SHALL BE AS INDICATED ON THE
AIC
AMPS INTERRUPTING CAPACITY
ARCHITECTURAL DRAWINGS. WHERE MOUNTING HEIGHTS ARE NOT GIVEN ON THE
ARCHITECTURAL DRAWINGS, UTILIZE THE FOLLOWING MOUNTING HEIGHTS UNLESS OTHERWISE
AT
AMPERE TRIP
NOTED (ALL DIMENSIONS TO CENTERLINE OF BOX):
ATS
AUTOMATIC TRANSFER SWITCH
A. RECEPTACLES (WALL MOUNTED) - 18" A.F.F.
AWG
AMERICAN WIRE GAUGE
BLDG
BUILDING
4.
ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE TO MAKE HIMSELF/HERSELF AWARE OF
EXISTING CONDITIONS BEFORE SUBMITTING THEIR PRICE.
BMS
BUILDING MANAGEMENT SYSTEM
C
CONDUIT
5.
THE MINIMUM RATING OF DISCONNECT SWITCHES SHALL BE EQUAL TO OR GREATER THAN THE
RATING OF THE PROTECTIVE DEVICE ON THE SUPPLY SIDE OF THE DISCONNECT SWITCH. ALL
CAT
CATALOG
RATINGS OF DISCONNECT SWITCHES AND OR FUSES/ OVER -CURRENT DEVICES SHALL BE SIZED IN
CB
CIRCUIT BREAKER
ACCORDANCE WITH CODE FOR THE LOADS SERVED PER DESIGN DRAWINGS.
CD
CANDELA
6.
NO LOW VOLTAGE WIRING SHALL BE PERMITTED IN THE SAME RACEWAY AS LINE VOLTAGE
CFSD
COMBINATION FIRE/SMOKE DAMPER
POWER WIRING.
CKT
CIRCUIT
7.
ALL JUNCTION OR OUTLET BOXES SHALL BE INSTALLED SO AS TO ALLOW ACCESS TO COVER.
CLG
CEILING
PROVIDE APPROVED ACCESS DOORS OR PLATES AS REQUIRED IN AREAS WHERE UNOBSTRUCTED
CO
CONDUIT ONLY
ACCESS TO BOX OR OUTLET IS NOT POSSIBLE.
CU
COPPER
8.
AT ALL EMPTY CONDUITS PROVIDE BUSHINGS AT ENDS AND DRAG WIRES.
DACS
DIGITAL ALARM COMMUNICATION
SYSTEM
9.
ELECTRICAL CONTRACTOR SHALL PROVIDE AN ELECTRICAL INSPECTION APPROVAL CERTIFICATE
TO OWNER UPON COMPLETION OF WORK.
DACT
DIGITAL ALARM COMMUNICATION
TERMINAL
10.
CIRCUIT ASSIGNMENTS FOR, RECEPTACLES, WIRING DEVICES, AND ELECTRICAL EQUIPMENT ARE
DGP
DATA GATHERING PANEL
DESIGNATED BY THE NUMBER SHOWN ADJACENT TO THESE DEVICES / EQUIPMENT. PROVIDE
CONDUITS, WIRES AND BOXES REQUIRED TO ENERGIZE THE EQUIPMENT AS SHOWN.
DIFF
DIFFERENTIAL
DISC
DISCONNECT
11.
CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. CIRCUIT NUMBERS ARE INTENDED TO BE USED
ON
DOWN
FOR QUANTITIES AND FOR DESIGNATING WHAT OUTLETS (FIXTURES, EQUIPMENT, ETC.) WILL BE
ON THE SAME CIRCUIT. CONTRACTOR SHALL REARRANGE CIRCUITS PER FIELD CONDITIONS SO
DWG
DRAWING
THAT LOAD VALUES FOR EACH PHASE DO NOT EXCEED CODE REQUIREMENTS AND TO BALANCE
THE LOADS AT THE PANELS PER SPECIFICATIONS. THE ELECTRICAL CONTRACTOR SHALL
ELEC
ELECTRICAL
PROVIDE CIRCUITS WITH PROPER PHASE SEQUENCES FOR EVERY REQUIRED NEUTRAL WIRE THAT
EMR
ELEVATOR MACHINE ROOM
IS SHARED. ELECTRICAL CONTRACTOR SHALL DOCUMENT ALL AFFECTED CIRCUITS, LABEL EACH
OUTLET COVER WITH ACTURAL PANEL DESIGNATION AND CIRCUIT NUMBER, AND PROVIDE
AS -BUILT PANEL DIRECTORIES AND DRAWINGS PER SPECIFICATIONS.
12. ALL WORK SHALL COMPLY WITH REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, LOCAL
BUILDING CODE AND BUILDING MANAGEMENT RULES AND REGULATIONS.
13. 1" (21mm) SHALL BE THE MINIMUM CONDUIT INSTALLED.
POWER AND SIGNAL DEVICE LEGEND
EMT
ELECTRICAL METAL TUBING
FACP
FIRE ALARM CONTROL PANEL
FBO
FURNISH BY OTHER DIVISION OF WORK
FCO
FUSE CUTOUT BOX
FCS
FIRE COMMAND STATION
FSD
FIRE SMOKE DAMPER
FU
FUSE
FL
FLOOR
FLEX
FLEXIBLE
FT
FEET OR FOOT
GA
GAUGE
G,GRD
GROUND
GC
GENERAL CONTRACTOR
GFI
GROUND FAULT INTERRUPTER
HID
HIGH INTENSITY DISCHARGE
HP
HORSEPOWER
HVAC
HEATING, VENTILATING & AIR
CONDITIONING DIVISION ON WORK
HZ
HERTZ
IC
INTERRUPTING CAPACITY
JB
JUNCTION BOX
LEMCS
LOCAL EMERGENCY CONTROL SYSTEM
LTG
LIGHTING
MCB
MAIN CIRCUIT BREAKER
MECH
MECHANICAL
MER
MECHANICAL EQUIPMENT ROOM
MIN
MINIMUM
MLO
MAIN LUGS ONLY
MTD
MOUNTED
SYMBOL
DESCRIPTION
LION, 20A, 125V, 2P, 3W, GROUNDED WALL MOUNTED DUPLEX
AND DOUBLE DUPLEX RECEPTACLES, NEMA 5-20R. (COLOR
PER ARCHITECT). ALL OUTLETS SHALL BE LABELED WITH ITS
SOURCE PANEL AND BREAKER # ID.
"WP" - INDICATES WEATHERPROOF (TYP FOR WIRING
DEVICES)
"C" - INDICATES COUNTER HEIGHT (TYP FOR WIRING DEVICES)
SHADING FOR DUPLEX OR DOUBLE DUPLEX PER ABOVE
INDICATES DEDICATED CIRCUIT
UON, 20A, 125V, 2P, 3W, GROUNDED WALL MOUNTED DUPLEX
AND DOUBLE DUPLEX RECEPTACLES WITH GROUND FAULT
W
CIRCUIT INTERRUPTER, NEMA 5-20R. WEATHER PROOF
(COLOR PER ARCHITECT). ALL OUTLETS SHALL BE LABELED
WITH ITS SOURCE PANEL AND BREAKER # ID.
ELECTRICAL JUNCTION BOX FOR HARDWIRED EQUIPMENT.
O
(2) INDICATES DOUBLE -GANG BOX.
(F) INDICATES FLOOR RECESSED.
(CE) INDICATES CEILING RECESSED.
(AFC) INDICATES ABOVE FINISHED CEILING, SURFACE MTD.
SURFACE MOUNTED PANELBOARD - SOLID INDICATES NEW,
UNSHADED/DASHED INDICATES EXISTING
DRY TYPE TRANSFORMER - SIZE AS INDICATED ON THE
❑T
DRAWINGS
ELECTRICAL METER OR SUB -METER AS IDENTIFIED ON THE
DRAWINGS
1 CKT PNL-(#)
ONE, TWO, OR THREE HOME RUNS TO ELECTRICAL PANEL
2 CKT PNL-(#),(#)
'PNL' - INDICATED PANEL NAME
3 CKT PNL-(#),(#),(#
W - INDICATES CIRCUIT NUMBER, U.O.N.
GROUND BAR
SYMBOL DENOTES WORK OF CONNECTING NEW GEAR TO EXISTING
N
NEUTRAL
NC
NORMALLY CLOSED
NO
NUMBER
NTS
NOT TO SCALE
OL
OVERLOAD DEVICE
P
POLE
PNL
PANEL
0
PHASE
RA
RETURN AIR
RG, RAG
RETURN AIR GRILLE
SN
SOLID NEUTRAL
SPCP
STAIR PRESSURIZATION SYSTEM
CONTROL PANEL
STP
STAIR PRESSURIZATION
SW
SWITCH
SWBD
SWITCHBOARD
TEL
TELEPHONE
TYP
TYPICAL
LION
UNLESS OTHERWISE NOTED
UL
UNDERWRITERS LABORATORIES
UV
ULTRAVIOLET
VESDA
VERY EARLY SMOKE DETECTION
APPARATUS
V
VOLTAGE
VDC
DIRECT CURRENT VOLTAGE
VFD
VARIABLE FREQUENCY DRIVE
WP
WEATHER PROOF
ONE LINEIRISER DIAGRAM LEGEND
SYMBOL
DESCRIPTION
1
CIRCUIT BREAKER
##A/#P
"##A" - INDICATES AMPERAGE RATING
1
"#P" - INDICATES NUMBER OF POLES
I ##AS
FUSED DISCONNECT SWITCH
"##AS" - INDICATES SWITCH SIZE
##AF
"##AF" - INDICATES FUSE SIZE
I #A/#P
NON -FUSED DISCONNECT SWITCH
"#A" - INDICATES SWITCH SIZE
j/
"#P" - INDICATES NUMBER OF POLES
TRANSFORMER, 480V INDICATES PRIMARY VOLTAGE, 120/208V
48`^ ^� OR 600V
^�' ^ 120Y/208V
INDICATES SECONDARY VOLTAGE
GROUNDING CONNECTION
PANELBOARD - REFER TO PANELBOARD SCHEDULES FOR
Z
PANEL
PP1
ADDITIONAL INFORMATION
EV
go
FAST CHARGING
EVgo
11390 WEST OLYMPIC BLVD, SUITE 250
LOS ANGELES,CA 90064
All,
&F WRARD AE GROUP, LLC
Laura a P.E.
Professional Engineer no: N8912
Wakarusa
Dr. Ste, Dr. Ste. B
Lawrence, KS 66049
Ph: 785A93.0300
Lblanchand@BAEGroup
THE
OSBORNEA
(:11116COMPANY i,SF.ft",o
3310 SW Harrison St, Suite 3
Topeka, KS 66611
78&862-2100
Job Name:
SOUTHSIDE
SHOPPING
CENTER
32 MILL CREEK DR
CHARLOTTESVILLE, VA 22902
SHEET DESCRIPTION:
ELECTRICAL SYMBOLS,
& ABBREV & GEN. NOTES
lA BoyGt14 b
tw M
Project #: P44534
File:
Drawn by: AM
Date(s): 01/11/2021
ISSUED FOR CD100 — 2021.02.24
PROPOSED 50 KW DISPENSER
NOTE:
1. REFER TO DRAWING E-10 FOR ADDTIONAL INFORMATION.
PROPOSED
SWITCHBOARD
"MDP"
INCOMING
MAIN
BREAKER
SECTION
277/480V
DIST.
SECTION
I �
w
i z
II
GRND GRND
i
I
I
GRND
GRND
I III III
II I
' I lI III
SEE NOTE 1 (TYPICAL FOR ALL--
III
III
III
l
WIRING/CONDUIT)
III
III
II
I
' I
I III
-------
_ — — — — — — — —
III
--II
—
III
III
I I lI
II
III
MANUFACTURER -PROVIDED
B CONCRETE ENCASED
ELECTRODE PER NEC
MAIN BONDING JUMPER PER NEC
250.24(A)(4),250.28(C),250.8(A)(7)
250.52(A)(3)(1) OR (2)
GROUNDING ELECTRODE 5/8"X8'-0" W/12" MIN
DEPTH, COPPER CLAD GROUND ROD INSTALLATION
a
GROUNDING SCHEMATIC
PER NEC 250.52(A)(5),250.53(A),250.68
E-15
SCALE: N.T.S.
NOTE
CADWELD CONNECTIONS
1. REBAR BONDED TOGETHER WITH GROUNDING CABLES VIA
OR ENGINEER APPROVED EQUAL
EXOTHERMIC WELDING
_—SERVICE EQUIPMENT
El
® Im
BUILDING FRAME ® 1 m 10 GROUNDING ELECTRODE
® 10 �CONDUCTOR
® to
® le
"
LL 0
® 10
® Im
CABLE TO REBAR
HORIZONTAL SPLICE
PARALLEL HORIZONTAL
CONDUCTORS
CONNECTIONS MADE
TEE CONNECTION HORIZONTAL
SPLICE OF HORIZONTAL
PARALLEL THROUGH CONNECTION OF
WITHIN 5 FT. OF POINT
CABLE TAP TO VERTICAL REBAR
CABLES
HORIZONTAL CABLES
OF ENTRANCE OF PIPE
SEE PLAN
TYPE RJ
TYPE SS
TYPE PT
CONCRETE ENCASED ELECTRODE
PROPOSED #4 AWG BARE CuI
In in
CONCRETE GROUNDING ELECTRODE
CONDUCTOR
HORIZONTAL STEEL
PARALLEL HORIZONTAL
e ° ° "
NON-METALLIC
CONDUCTORS
SURFACE
PROTECTIVE
BURNDY CONNECTIONS
TO FLAT STEEL SURFACE OR
PARALLEL DEAD END TAP OR
HORIZONTAL THRU CONDUCTOR
METAL
UNDERGROUND
SEE NOTE 1 SLEEVE
OR ENGINEER APPROVED
EQUAL
HORIZONTAL PIPE
WATER PIPE
TYPE HS
TYPE PC
GROUND ROD
GROUNDING DETIAL GROUND RING
GRADE
o. . . . . o . . . . ..
_
�-
0 o
0 o
BOND JUMPER
VERTICAL PIPE
VERTICAL STEEL SURFACE
E-15 SCALE: N.T.S.
III III —III IIIIIIIIIIIIIII—III IIIIIIIII—III
— I I III —III I I I I I 1 I I E—III
FIELD FABRICATED GREEN STRANDED
CABLE DOWN AT 450 TO RANGE OF
CABLE DOWN AT 450 TO VERTICAL
IIIIII III III III III 11 I III III
INSULATED
VERTICAL PIPES
STEEL SURFACE INCLUDING PIPE
i I i i
III —III LI$TED '
NOTES:
TYPE 2-YA-2
TYPE VS
TYPE VS
0
_CONNECTION— /
—III— -
1. ALL HARDWARE SHALL BE STAINLESS STEEL 3/8" DIAMETER OR LARGER. ALL HARDWARE
18-8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN
PROPOSED CONCRETE
ANTI -OXIDANT COMPOUND BEFORE MATING.
PAD IN DIRECT CONTACT
WITH EARTH
2. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG
THROUGH CABLE TO
AND STEEL, COAT ALL SURFACES WITH AN ANTI -OXIDANT COMPOUND BEFORE MATING.
PROPOSED COMPACTED
COPPER LUGS
HORIZONTAL TEE
GROUND ROD
CLEAN GRAVEL
TWO HOLE -LONG BARREL LENGTH
TEE OF HORIZONTAL RUN AND
THROUGH CABLETOP OF GROUND
3. 2014 NEC 250.121 EXCEPTION: AWIRE-TYPE EQUIPMENT GROUNDING CONDUCTOR
TAP CABLES
ROD
INSTALLED IN COMPLIANCE WITH 250.6(A) AND THE APPLICABLE REQUIREMENTS FOR BOTH
THE EQUIPMENT GROUNDING CONDUCTOR AND THE GROUNDING ELECTRODE CONDUCTOR
TYPE YA-2
TYPE TA
TYPE GT
IN PARTS II, III, AND VI OF THIS ARTICLE SHALL BE PERMITTED TO SERVE AS BOTH AN
EQUIPMENT GROUNDING CONDUCTOR AND A GROUNDING ELECTRODE CONDUCTOR.
(-B CONCRETE ENCASED ELECTRODE DETAIL
CADWELD CONNECTION DETAIL
E GROUNDING NOTES
E-15 SCALE: N.T.S.
E-15 SCALE: N.T.S.
E-15 SCALE: N.T.S.
EV
go
FAST CHARGING
EVgo
11390 WEST OLYMPIC BLVD, SUITE 250
LOS ANGELES, CA 90064
ELAWJ-WRD AE GROUP, LLC
Laura BlanchardP.E.
Professional Engineer no: N8912
Wakarusa
Dr.Ste. e. B
LaKS Stwrence, KS 66049
Ph: 785A93.0300
Lblanchard@BAEGroup
THE
OSBORNEp(/ j
3310 SW Harrison St, Suite 3
Topeka, KS 66611
785-862-2100
Job Name:
SOUTHSIDE
SHOPPING
CENTER
32 MILL CREEK DR
CHARLOTTESVILLE, VA 22902
SHEET DESCRIPTION:
GROUNDING
DETAIL
Project $: P44534
File:
Drawn by: AM
Date(s): 01/11/2021
ISSUED FOR CD100 — 2021.02.24