HomeMy WebLinkAboutSDP199800053 Letter of Revision 2021-04-23EVgo
FAST CHARGING
EVgo
11390 WEST OLYMPIC BLVD, SUITE 250
LOS ANGELES, CA 90064
RANaHARD 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 0„vtit
xIIIIIIIIIIIITCOMPAW �.+• ti � g
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
Project: P44534
File:
Drawn by: AM
Date($): 01 /11 /2021
ISSUED FOR CD 100 — 2021.02.24
GEN ERAL��CONSTRVCTION. NOTE&_�
�c
GENERAL: ONSTRUCTION NOTES CONT
ECTR11 AL,,,NOTES'CONT::
EL
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
10.
THE GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER
:F�
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 MANAGEWAS 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 MANAGEWHAS 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 12" 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.
�111111!k AN
Lv9
FAST CHARGING
EVgo
11390 WEST OLYMPIC BLVD, SUITE 250
LOS ANGELES, CA 90064
BLNqCHARDAE GROUP, LLC
Laura Blanchard, P.E.
Professional Engineer no: 048912
Wakarusa Dr. Ste. B
Lawrence, KS 66049
Ph: 785.993.0300
Lblanchard@BAE.Group
TIN
0,,SBORNEt::'
��NWMIKCOIVPANY �
buts
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 CD1OO - 2021.02.24
0
r-11
L_j
WT
L'// L
PER
V// L
Z'
J
117
OVERALL SITE PLAN
SCALE: 3/32" = V-0"
7
v L/
L
(7
C/ L /T
v
7�V
7
V
C/0
'V V,
c/o
C /'_' 0
V C/_ 0
0
__—_-_7_7 7 _7`7
77 / , / I / 7
7 7---/- 7_7 1 / / 7
v
7—T 7--
X/
'A'
7-7- -7- 7
A'f
<
'A.
<
<
A�
4
Z
7,
v
_J
1A
VIL
4
148q`,�
LI-ANZ A�/
A' 4
TH F R 05/�/'// YR COP,, PORA T101'V <
41
z
CL
EVgo
FAST CHARGING
Up
11390 WEST OLYMPIC BLVD, SUrrE 250
LOS ANGELES, CA 90064
MANCHARD 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
V& it 0 (W It' ff %
0SB0RnE:-',v4�/r1
28111WCOMPANY 'SN't A US
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:
OVERALL SITEPLAN
Project JI: P44534
File:
Drawn by: AM
Date(s): 01/11/2021
ISSUED FOR CD100 — 2021.02.24
EVgo
FAST CHARGING
EVgo
11390 WEST OLYMPIC BLVD, SUITE 250
LOS ANGELES, CA 90064
N 0 eMCHaRD AE GROUP, U-C
Laura Blanchard, P.E.
Professional Engineer no: 048912
Wakarusa Dr. Ste. B
ot Lawrence, KS 66049
Ph: 785.993.0300
Lblanchard(gBAE. Group
0 S EB 0' R N E 14 / A
,oY f A& fS I �-'e;
3310 SW Harrison St, Suite 3
Topeka, KS 66611
785-862-2100
Job Name:
SOUTHSIDE
SHOPPING
CENTER
32 MILL CREEK DR
CHARLOTESVILLE, VA 22902
SHEET DESCRIPTION:
ELECTRICAL
UTILITY PLAN
Project #: P44534
File:
Drawn by: AM
Date(s): 01 / 11 /2021
ISSUED FOR CD100 — 2021.02.24
PROPOSED DISPENSERS
I
PROPOSED HAND
HOLE
5 , %Ovv//�
/ 'I \
PRnPnAFn
STRIPING (TYP.)
EV CHARGING ONLY � �E
STENCIL (TYP. OF 2)
ENLARGED SITE PLAN.
SCALE: 3/16" = 1'-0'
lid]
CHARGE POST 5OKW CABLETYPE
NUMBER
CHAdeMO/CCS
2 CHAdeMO/CCS
PROJECT STALL COUNT
EXISTING STALL COUNT 3
PROPOSED STALL COUNT 2
SITE HOST APPROVED STALL COUNT 3
= I
KEYNOTES I
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. OfS,'GN AND CONSTRUCTION OF ALL CONCRETE 0110047 SHAILL CONFORM TO THE LATEST E01TIONS OF
TkE F0,1LOWNC APPL4A8L'E COCES. ACI 301 'SPECIRCATIONS ;'OR STRUCTURk CONCRETE FOR
BUILDINGS" ACJ J18, "BUILDING CODE RE00REMENTS FOR RE)NFORCED CONCRETE"
2. 00 NOT USE RUEMPERED CONCRETE, OR ADD WATER TO REAVY-MIX CONCRETE AT TNE JOB SITE MIX
DESIGN SPALL BE APPROVED BY OWNER'S REPRESENTATIVE PROR TO PLACING CONCRET
3. ANY NEW COhr)?0E NEEDED FOR THIE CON57RUCMN SHALL 8E AIR-MRAINED AND SHALL HAVE '"' 0
PSI STRENGTH AT 28 0AYS ALL CONCRETE WORK SHALI SE DOME-' IN ACCORDA14CE M771 ACI J18 CODE
REOUIREMENTS.
4. MAXIMUM AGGREG4TE SIZE SHALL BE J14*
5. THE FOLLOWING MATERIALS SHALL BE USED:
PORR^0 CEIWENT.- ASN C �50, TYPE I
REINFORCEMENT' ASM A 615, GRADE 60
NORMAL WEfGHT AGGRECATE: ASTW C JJ
WATER' DR(NKABLE
ADMIXTURES: NON-COLOR)DE CONTAINING
& REINFORCING OrTA)LS
It SHALL BE (N ACCORDANCE WTH "DETA)LING UANLAL-2004 PUBUCATION SP-66V
AMC *BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AC(-318-03
7. REINFORCING0 STEEL SHALL CONFORM TO ASTM A 615, GRADE 650. DEFORMED UNLESS N07ED 07)4fRWSaE',
WELDED WIRE FABRIC SHALL CONFORM TO A57M A 185 WELDED STEEL WIRE WRIC UNtESS NOTED
ONERW11SE SPLICES SNALL 9E CLASS '19', ALL HOOKS SHALL BE STANDARD, UN0.
6. THE FOLLOWNG MIN)MUM CONCRETE COVER SHALL BE PROWDEU FOR RE(NFORONG STEEt UNLESS
SHOWN OTHERWISE ON DRAWINGS: CONCRM CAST AGAJNS7 fARTH- 3 IN. CONCRlE7E EXPOSED TO EARTH
OR WEATHER. #6 ANO LARGER 2 IN. 15 ANO SWZLEER & WWF 1- 112 IN- CONCRETE NOT EKPOSED TO
EART14 OR SLAB AND WALL 314 IN. WEATHER OR NOT CAST ACAINST THE GROUND: GEAUS AND
COLUMNS 1- 112 IN. 9. A CHAAOFER 314- SHALL BE PROODED AT ALL EXPOSED EDGES Of CONCRETE,
IN ACCORDANCE WffH ACI 30t SECRON 4.2.4,.
10. WSTACATION OF CONCRETE ANCHOR, SHALL BE PER MANUFACTURERS WR17FN RECOMMENVE0
PROCEDURE THE AN04OR SOtT, DOWE( OR ROD SHALL CONFORM TO "NUFACR)RER'S
RECOMMENDATION FOR EMBEDMENT DEPTH OR AS S11OWN ON NE DRAWINGS. NO REHAR SHALL BE CUT
WrNOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES W CON"ETE.
I?. CUR(NG COMPOUNDS SfikL CONFORM TO AS-10 C-309,
12. ADMiXTURES ShAtt CONFORM TO TkE APPROPRIATE ASTW STAAOARD AS REFERENCED IN AO-301,
13. DO NOT WELD OR TACKWELO RDNFORCING STEEL.
14. ALL DO*ftS, ANCHOR BOLTS� EMBEDDED STEEL, ELECTRICAL CONDUITS, PIPE SLEVES, GROUNDS AND
&L OTHER EMBEOX0 ITEMS AND FORMED WAILS SH4L,'_ BE In PLACE BEFORE STW OF' CONCRM
PLACEMENT
15. LOCATE ADDWAIAL EXPANSION' JOINTS REQUfREO TO FACIL?7ATE CO&WRUCT)ON AS ACCEPTARtE rO
EN&NEER PLACE REINFORCEMENF CONTNUOUSLY THROUGH JOINT
16. REINFORCEMENT SHALL 9f COLD BENT WHENEVER &ENDING IS REOUfRE0.
17. PLACE CONCRETE IN A UMFORU #MNNER TO PREVENT, THE FORWPON OF COLD JO(NTS AND OTHER
PLANES OF WEAKNESS, WORATE THE C'OhCRETE TO FULLY EMBED REINFORCING. 00 NOT USE '09RATORS
TO TRANSPORT CONCRETE DiROUGH CHUTES OR FORMWORK,
18 DO NOT PLACE CONCRETE IN WATER. a. OR ON FROZEN' GROUND.
19, DO NOT ALLOW CONCRETE SUPR4SE TO FR&E7E DUMAIG CONCRf7r CURNO AND SE71NO PER101), OR
FOR A MINIMUM OF 14 0AYS Ar7ER PLACEMEtY7.
20UMNTAMV TEMPERATURE OF CAST IN PLACE CONCRETE RETWEN 50 DECREES AND 90 DECREES
FARE*E(F FOR COLJD-NEAID�ER AND HOT -WEATHER CONCRE7E PLACUENT, CONFORM TO APPLUMLE
AD CODES AND RECOUVENDAPONS, W EIT14ER CASE UATERIA(S CONTAJNING C,40RIDE, CA(CiVY, WTS.
ETC. SWL NOT 6E USED. PROTECT FRESH CONCRETE FROM WEATHER FOR 7 0AYS MINIMUM.
21.UNLESS INDICATED OTHfRWISE ON THE ORA04GS, REIINFORCEUENT SPL)CES SHALL MEET CLASS 8.
TENSION LAP REWIREOENTS In ACCOR&ANCE *Mf ALL PROWS)ONS OF ACI 318 WEST EDITION,
UNLESS NOTED OTHERIPSE
22.PRCODE ACCESSOR(ES wcrswy ro PRoPERty suppoRr REtwoRoNc.
61 41 21 0 50 101
3/16#1=1 1-011
Evgo
FAST CHARGING
EVgo
11390 WEST OLYMPIC BLVD, SUITE 250
LOS ANGELES, CA 90064
BLANCHARD 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 0vt
0SBORNEIs
��',Ngff COMPANY
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 #: P44534
File:
Drown by: AM
Date(s): 01/11/2021
tSSUED FOR CD100 — 2021.02.24
41-611 NOTES NOTES
1. OPERABLE PARTS OF DISPENSER SHALL 1. MINIMUM CONCRETE EDGE DISTANCE FOR PROPOSED ANCHORS SHALL BE 6".
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.
Z4 ONLY.
19
(TYPI)
5/8" DIA. HILTI KWIK BOLT TZ-SS 304/316
MECHANICAL ANCHOR W/ MIN. EFFECTIVE
SEE PLAN
911
EMBEDMENT OF 4", OR ENGINEER
APPROVED EQUAL. (ESR#1917) (TYP 8)
3'-8 1/4"!
#5 BARS @ 12" PROPOSED
O.C. EACH WAY CONCRETE z PLAN __J BOLT LOCATION (TYP 8)
-------- 17—
GRADE j
CAR SIDE
S
(2)
A
"7s
PROPOSED
_7'
BOLLARD (TYP)
J i
#5 @ 8" O.C.
UNDISTURBED SOIL:7 PROPOSED EACH WAY TOP
& BOTTOM
OR PREPARED GRANULAR BACKFILL
1 -1
_QH r-PAnl=
44
1j 11 .- 1 1-1 - *A 01P
;t EXISTING EXISTING .4 1 ---7—, i : " j
4
ASPHALT ASPHALTI Z' Olt
3" MIN
0 J
�r 7�1 T-1,
P OPOSED 6" THICK
COMPACTED GRANULAR
FRONT
I BACKFILL (TYP) SIDE DISPENSER ANCHORAGE
CONCRETE PAD DETAIL DISPENSER FOOTING DETAIL AND CONDUIT ENTRY DETAIL
�E-5) SCALE: N. S. SCALE, N.T.S. �E-5) SCALE: N.T.S.
d COVER:
V,
STYLE: FLUSH SOILD
MATERIAL: POLYMER CONCRETE
'V
. . . . . . . . . .
MODEL. 24!'X3Y'
. ..........
WEIGHT: TIER 15:150 LBS
BOLT DOWN DETAIL TIER 22:204 LBS
STD.FASTENERS: 1/2-13 STAINLESS STEEL HEX HEAD
BOLT,WASHER AND FLOATING NUT
OPTIONS: LOGOS AND SPECIAL MARKINGS
SURFACE: SLIP RESISTANT & MARKED*
COEFFICIENT OF FRICTION: >0.6ASTM 1028
3w__
PERFORMANCE: ANSI/SCTE-77 TIER 15,WUC 3.6
ASTM C857A-12
.0
—77 TIER22,WUC3.6,
ANSI/SCTE
ASTM C857A-16
. . . . . . . . . .
0
BODY:
LIFTING STRAP DETAIL
MATERIAL:
POLYMER CONCRETE
MODEL: 24!'X36'
v
WEIGHT: 187DEPTH: 1 42LBS
2�'DEPTH:175LBS
2"FOOTING 5
_v
V
N
36'DEPTH:242LBS
WE
WALL TYPE: STRAIGHT
"O'N
7/16'
—77 TIER22,WUC3.6,
PERFORMANCE: ANSI/SCTE
arg
a
A
MIN WALL
—16
ASTM C857A
THICKNESS A�
t
CL
"Z
MEDIUM DUTY:
NON —DELIBERATE TRAFFIC
HEAVY DUTY:INCIDENTA,
NON —DELIBERATE TRAFFIC
1 1
A
B
C
D
E
FOR USE IN NON —VEHICULAR TRAFFIC
1
1
2436-18
18
23-5/8
35-1/4
33-3/15
21-9/16
rF� DETAIL NOT USED HANDHOLE DETAIL OR APPROVED EQUAL (7-� DETAIL NOT USED
�E 5)SCALE: N.T.S. �E-6) SCALE: N.T.S. q15
SCALE: N,T.S.
AN
LN9
FAST CHARGING
EVgo
11390 WEST OLYMPIC BLVD, SUITE 250
LOS ANGELES, CA 90064
RfiWF� AE G�CXP, LLC
lanchard, P.E.
'OF L-'a-f"-.'ionaI Engineer no: 048912
Wakarusa Dr. Ste. B
Lawrence, KS 66049
Ph: 785.993.0300
Lblanchard@BAE.Group
'THE 0'v I
OqRORNE5---:
_40:
""I ill 002111rcofWPANY
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 DESCRIFIFION:
DETAILS
Project #: P44534
File:
Drawn by. AM
Dqte(s): 01/11/2021
ISSUED FOR CD100 — 2021.02.24
NOTES
1. SEE FLOOR PLAN IN
REFERENCED SWITCHBOARD
ASSEMBLY DRAWINGS FOR
MOUNTING HOLE LOCATION AND
SWITCHBOARD BAY
DIMENSIONS.
2. SEE ELEVATION IN REFERENCED
SWITCHBOARD ASSEMBLY
DRAWINGS FOR BASE CHANNEL
DIMENSION.
3. MINIMUM 10 1/2" CONCRETE
EDGE DISTANCE
REQUIRED FOR PROPOSED
ANCHORAGE.
N
0
z
UU
W
Cn
SCALE: MITI.
Uj
I--
0
z
UJ
UU
Cn
SEE NOTE I
BOTTOM VIEW
SECTION 1
NOTES
1. BOLLARD IS FOR WARNING PURPOSES ONLY.
2. BOLLARD DETAIL FOR BOLLARDS AROUND
EV GO EQUIPMENT.
HDPE SLEEVE
(PROVIDED BY
1/8" WALL THI(
DISPENSER
FOUNDATION
CONCRETE
SCALE: N.T.S
TYPICAL BOTTOM VIEW LAYOUT
OF (1) SWITCHBOARD BAY.
SEE NOTE I
5/8" DIA. MOUNTING HOLES
OFFSET 3" FROM SIDES (TYP)
FRONT OF SWITCHBOARD BAY
PROPOSED SWITCHB
D
ASSEMBLY CABINET
HEAVY DUTY NUT
BELLEVILLE WASHER
ASE CHANNEL
B
(16) 1/2" DIA HILTI KWIK BOLT
Z SS 304/316 MECHANICAL
ANCHOR WITH MINIMUM
EFFECTIVE EMBEDMENT OF
3 1/4" (ESR# 1917), OR
ENGINEER APPROVED
EQUAL
PROPOSED CONCRETE SLAB
u'f-"HLY VISIBLE
'LECTIVE TAPE
NOTFS
1. BOLLARD IS FOR WARNING PURPOSES ONLY.
2. BOLLARD DETAIL FOR BOLLARDS AROUND
EV GO EQUIPMENT.
HDPE SLEEVE
(PROVIDED BY EV GO)
1/8" WALL THICKNESS
EXISTING GRADE
it
(3) #3 @ 12
#3 @ 12" TIE BAR
(5) #4 VERTICAL
REBAR
CONCREE TIEE
SCALE: 1101.
NOTF.9
A
A 'I
'j.
-, -F
311
HIGHLY VISIBLE
REFLECTIVE TAPE
1. PROPOSED ACCESSIBLE STALLS AND ACCESS AISLE SHALL BE 2% MAX SLOPE IN ALL
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
THE VEHICLE SPACE.
PROPOSED PARKING
LINE TO BE
PAINTED WHITE (TYP)
E 0
v
E-7 C,
E. v
EW
CHARGING
SCALE: N.T.S
SCALE: NNTIT.
N0TFS
I . CONTRACTOR TO SELECT APPROPRIATE SIGN PER PROPOSED SIGN LOCATION.
2. BOTTOM OF LOWEST SIGN SHALL BE INSTALLED 66" ABOVE GRADE.
SCALE: N.T.S
1211
CL
LN9
FAST CHARGING
EVgo
11390 WEST OLYMPIC BLVD, SUITE 250
LOS ANGELES, CA 90064
RACFIARD AE GROLP, 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.-
, I .1WOOKC0111PANY
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 CD100 — 2021.02.24
CIO
A.
52v
NOTE
1. TO BE PLACED BY THE MAIN
BREAKER INSIDE SWITCHBOARD.
SCALE: N.T.S.
WHITE LETTERING
ON RED SIGN
A A
10
NOTE
1 TO BE PLACED ON OUTSIDE OF
SWITCHBOARD SECTION HOUSING THE
MAIN BREAKER.
i1q, 11-111 1
A
NOTES
I . 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
CD
ce)
BEHIND CURB
CONCRETE
FOOTING
CONCRETE
z
NEW OR EXISTING SIDEWALK
SCALE:
04 a.
SCALE: N.T.S.
1 1/2"
(TYP)
1/2 DIA A307 BOLT,
GALVANIZED (BOLT
HOLE TO BE 2" FROM
BASE PLATE)
111, JT* VA t P
711
411
(TYP)
211
. TYP)
X
BASE PLATE DETAIL
-DETAIL 1
CAR SIDE
9/16" HOLE
(4 PLACES)
2"x2"xl/8" GALVANIZED
STEEL POST WITH
GALVANIZED STEEL
CAP
3/16-7-
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=1 15 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 CHARGER
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.
12"
W
CL Ix
0 W
W �- 0
U UJI :r
CL z
C0 L
2 1/2" STD PIPE
2.88" O.D.
9 1��
GRADE
CONCRETE
!0 N-
FOOTING (TYP)
(8) #5 REBAR
..........
0.
EVENLY
CD
SPACED AROUND
j
Ce)
DIAMETER
#3 REBAR AT
12" SPACING
A A
SCALE:
3" (TYP)
En
�N
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
rE
SCALE:
Adam
EVcAo
46F
FAST CHARGING
EVgo
11390 WEST OLYMPIC BLVD, SUITE 250
LOS ANGELES, CA 90064
AL
afiNCHAM AE GFMP, ILC
Laura Blanchard, P.E.
Professional Engineer no: 048912
Wakarusa Dr. Ste. B
Lawrence, KS 66049
Ph: 785 ' 993.0300
Lblanchard@BAE.Group
THE 0VUlt
OSBORNE,'
4 0;
;,42108119COMPANY
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:
DETAILS
Project #: P44534
File:
Drown by: AM
Date(s): 01/11/2021
ISSUED FOR CD10O — 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
PACKAGE (UDP), PROVIDED WITH THE ISSUED FOR
CONSTRUCTION DRAWINGS FOR BIDDING. THE
CONTRACTOR SHALL INSTALL THE UTILITY RELATED
SCOPE OF WORK PER UTILITY CONSTRUCTION
SPECIFICATION REQUIREMENTS.
2. UTILITY EQUIPMENT INSTALLATIONS AND PREP WORK AND
TERMINATION OF SERVICE CONDUCTORS SHALL BE
COORDINATED WITH THE APPROPRIATE UTILITY ENGINEER
AT TIME OF PRE -CONSTRUCTION MEETING TO ENSURE
ACCURACY OF INSTALLATIONS.
3. FOR GENERAL NOTES AND SYMBOL LIST, SEE E-14.
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
CONDITIONS.
5. ALL JUNCTION OR OUTLET BOXES SHALL BE INSTALLED SO
AS TO ALLOW ACCESS TO COVER. PROVIDE APPROVED
ACCESS DOORS OR PLATES AS REQUIRED IN AREAS
WHERE UNOBSTRUCTED ACCESS TO BOX OR OUTLET IS
NOT POSSIBLE.
6, EQUIPMENT LOCATIONS, WHERE SHOWN, ARE
APPROXIMATE. FIELD VERIFY AND COORDINATE WITH
OWNER, INCLUDING OTHER CONSTRUCTION RELATED
INFORMATION.
7. ALL WORKS TO BE PERFORMED AS PER LATEST EDITION
OF NEC, AND LATEST LOCAL UTILITY SPECIFICAITONS.
KEYNOTES
1. PROVIDE (3) 4" PVC CONDUIT FROM UTILITY TRANSFORMER
SECONDARY TO SWITCHBOARD (WITH BUILT-IN UTILITY
COMPARTMENT &ADJACENT METER CAN. THE
CONTRACTOR TO COORDINATE WITH UTILITY FOR FINAL
LOCATIONS, QUANTITY CONDUITS AND ADDITIONAL
REQUIREMENTS.
2. PROPOSED SERVICE ELECTRICAL INFRASTRUCTURE.
REFER TO POWER RISER FOR ADDITIONAL INFORMATION.
3. PROPOSED UTILITY POLE MOUNTED TRANSFORMER.
COORDINATE WITH EVGO/UTILITY COMPANY FOR
ADDITIONAL INFORMATION.
1 I _ _ _ HAND H01 F� ' l �-EV CHARGING STATIONS
cL
y.2�5.znzl
UTILITY PLAN
SCALE: 3/32" = 1'-0"
EVgo
FAST CHARGING
EVgo
11390 WEST OLYMPIC BLVD, SUITE 250
LOS ANGELES, CA 90064
AE GROUP, LLC
Laura Blanchard, P.E.
Professional Engineer no: 048912
Wakarusa Dr. Ste. B
Lawrence, KS 66049
Ph: 785.993.0300
Lblanchard@BAE. G roup
F ,N.,. jam/
0SUMNEy
j y
J t
"JI11111119COMPAMY
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
EVgo
FAST CHARGING
EVgo
11390 WEST OLYMPIC BLVD, SUITE 250
LOS ANGELES, CA 90064
RANCHAM AE G110UP, I -C
Laura Blanchard, P.E.
Professional Engineer no: 048912
Wakarusa Dr. Ste. B
Lawrence, KS 66049
Ph: 785.993.0300
L blanchard@BAE.Group
TW
L`ti' C
OSBMNE`",'
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
ENLARGED SITE PLAN
OF
wcve�s
ilo�*•�
Project #: P44534
File:
Drawn by: AM
Date(s): 01 /11 /2021
ISSUED FOR CD100 — 2021.02.24
DOMINION VA
POLE MOUNTED SEE NOTE
UTILITY TRANSFORMER 1 &4
(BY OTHERS
zi /1-' 1, /,- "I
UTILITY
GROUND
(BY
OTHERS)
NOTES
C/T CABINET
#1/0 SOLID AWG CU
GROUNDING
ELECTRODE
CONDUCTOR PER NEC
250.66 (A)
GROUNDING ELECTRODE
5/8"X8'-O" COPPER CLAD
GROUND ROD INSTALLATION
PER NEC 250.52(A)(5), 250.53
(A) AND 250.68
CONCRETE ENCASE
ELECTRODE PER NEC
250.52(A)(3)(1) OR (2)
MAIN SERVICE DISCONNECT
SEE NOTE
400A C/B
z
MAIN
MANUFACTURER
PROVIDED MAIN
BONDING JUMPER
PER NEC 250.24(A)
(4),250.28(C),250.8(A)(7)
#4 AWG BARE CU
GROUNDING
ELECTRODE
CONDUCTOR PER
NEC 250.66(B)
1. METER PLACEMENT AND FINAL SWITCH GEAR/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 1211W X 12111-1
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
NA
NA
THROUGH REACTOR
AVAILABLE FAULT CURRENT (AFC) WILL BE (TBD) UNTIL PROVIDED BY UTILITY COMPANY
400A BUS DISTRIBUTION PANEL "MDP" 277148OV, 3(�, 4W 65KAIC, NEMA 311 GFP EQUIPMENT
277/480V DISTRIBUTION SECTION
*400A BUS*
SEE NOTE 6
c) CL
00 C0
2
2
DISPENSER
#1
q�I III I I IIA1
q�j
ft- �AA-
SCALE: N.T.S.
CL
00 M
DISPENSER
#2
480V, 30
EE NOTE 7
HAND
HOLE
LOADSUMMARY
FLA
QTY
TOTALFLA
TOTAL KVA
50 KW DISPENSER
64
2
128
108
TOTAL LOAD = 128 A
TOTAL LOAD = 108 KVA
EE NOTE 5
SEE 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)
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
SWITCHBOARD
PROPOSED
(THWN-2) EGC IN (1) 3" SCH 40 PVC
DISPENSER
CONDUIT
(2) 3" SCH 40 PVC CONDUIT
PROPOSED
PROPOSED
WITH STRING AND CAP + (2) 1" SCH 40
SWITCHBOARD
HAND HOLE
PVC CONDUIT
WITH STRING AND CAP
CL
4a2at)
0
EVgo
FAST CHARGING
EVgo
11390 WEST OLYMPIC BLVD, SUITE 250
LOS ANGELES, CA 90064
0
11AKRAM 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
TfIEW
OSBORNE---,�- /7S
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 DESCRIP-1110N:
ELECTRICAL
SINGLE LINE DIAGRAM
H07%
.1
Project #: P44534
File:
Drawn by: AM
Date(s): 0 1 /11/2021
ISSUED FOR CD100 — 2021.02.24
NOTES (�)
1. CONDUITS SHALL BE BURIED BELOW FROST LINE AND IN COMPLIA
LOCAL AND NATIONAL CODE REQUIREMENTS.
2. REFER TO CONDUIT AND WIRE SCHEDULE ON E-1 0 FOR CONDUIT A
REQUIREMENTS.
3. INSTALL DOTTIE DUCT SEAL COMPOUND PC 6130 (CAT NO. LHDI) (I
ALL CONDUITS FOR CHARGER CABINETS AND DISPENSERS).
4. REFER TO SHEET E-8, AND E-9 FOR CONDUIT STUB LOCATION.
5. REFER TO SHEET E-4 FOR IN -GROUND BOX ADDITIONAL INFORMAT
M
U) W
LLJ I--
0
z
W
W
U)
I
KInTC:Q
SCALE: N.T.S.
00
UNDISTURBED
SOIL (TYP)
HAND TAMPED 1/2"
GRANULAR
BACKFILL
POLE MOUNTED
UTILITY
TRANSFORMER
TIVE SOD
EXISTING
GRADE--\
f
7
J
\Y
16-1 610
on
liq L JLW
_A =NJ 0 Tim
c Lft"i a I � , ik
SAW CUT
EXISTING
PAVEMENT
EXISTING
PAVEMENT
ASPHALT SURFACE
ASPHALT BASE
co
Cn UJI 7_7
UJI
NATIVE —0
Z
BACKFILL
Uw' UNDISTURBED
f
U' SOIL (TYP)
CLEAN
GRANULAR
BACKFILL, 6"
LIFT MAXIMUM,
0
PLATE TAMP
00
(1/2"),95%
COMPACTION
MIN. 6" 6"
1" MIN OF GRANULAR BACKFILL
VERTICALLY AND HORIZONTALLY
BETWEEN CONDUITS
1. ANY EXCAVATION LEFT OPEN NEEDS TO BE FENCED, BARRICADED, OR TRENCH
PLATED TO INSURE THE SAFETY OF THE GENERAL PUBLIC.
2. ANY PAVEMENT DAMAGE DURING CONSTRUCTION SHALL BE REPAIRED OR
REPLACED BY THE CONTRACTOR TO PRE CONSTRUCTION CONDITIONS OR BETTER.
3. TRENCH DEPTHS ARE REQUIRED TO BE 2'-0" MIN. OR 6" BELOW FROST LINE PER
LOCAL JURISDICTION REQUIREMENTS.
4. EXACT NUMBER OF CONDUITS SHALL BE DETERMINED BY SHEET E-8 & E-9, EXACT
CONDUIT PLACEMENT IN TRENCH SHALL BE DETERMINED BY THE CONTRACTOR IN
THE FIELD BASED ON PHYSICAL MEASUREMENTS AND JURISDICTIONAL
REQUIREMENTS.
TYPICAL NON -UTILITY
COV 3zf L-TRa4w
SCALE: N.T.S.
�M.Mr%r'r'% rf% IZIAI
EXISTING
PAVEMENT
FLOWABLE
FILL
1" MIN OF FLOWABLE FILL, OR PACKED ROCK
VERTICALLY AND HORIZONTALLY
BETWEEN CONDUITS
NOTES
1. ASPHALT SHALL COMPLY WITH STANDARD DOT OR LOCAL JURISDICTION SPEC.
FOR HMA SURFACE COURSE.
2. ANY EXCAVATION LEFT OPEN NEEDS TO BE FENCED, BARRICADED, OR TRENCH
PLATED TO INSURE THE SAFETY OF THE GENERAL PUBLIC.
3. TRENCH DEPTHS ARE REQUIRED TO BE 2'-0" MIN. OR 6" BELOW FROST LINE PER
LOCAL JURISDICTION REQUIREMENTS.
4. ANY PAVEMENT DAMAGE DURING CONSTRUCTION SHALL BE REPAIRED OR
REPLACED BY THE CONTRACTOR TO PRE CONSTRUCTION CONDITIONS OR BETTER.
5. EXACT NUMBER OF CONDUITS SHALL BE DETERMINED BY SHEET E-8 & E-9, EXACT
CONDUIT PLACEMENT IN TRENCH SHALL BE DETERMINED BY THE CONTRACTOR IN
THE FIELD BASED ON PHYSICAL MEASUREMENTS AND JURISDICTIONAL
REQUIREMENTS.
TYPICAL NON -UTILITY
CONDUIT UNDER ASPHALT TRENCH
SCALE: N.T.S.
SCALE:
01
SED HAND HOLE
CL
q-2-;-2,02)
EVilao
FAST C HARG I N G
EVgo
11390 WEST OLYMPIC BLVD, SUITE 250
LOS ANGELES, CA 90064
BLANCFW�D AE GROUP, LLC
Laura Blanchard, P.E.
Professional Engineer no: 048912
Wakarusa 0 - Ste. B
Lawrence, KS .6,49
Ph: 785.993.0300
Lblanchard@BAE.Group
VIE
OSBORNEq--
PMEICIMUC0111PANY YEARS 1�
331 0 SW Harrison St, Suite 3
Topeka, KS 66611
785-862-2100
Job Name:
SOUTHSIDE
SHOPPING
CENTER
32 MILL CREEK DR
CHARLOTTESVILLE, VA 22902
SHEEF DESCRIPTION:
ELECTRICAL DETAILS
LW110- JAJCMLL'�
il&w_
04
t1c. 0. �V
Project #. P44534
File:
Drawn by: AM
Date(s): 01/11/2021
ISSUED FOR C0100 — 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.
1. 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.
2. PROVIDING OF NEW RACEWAY AND CONDUCTORS FOR LIGHTING AND POWER.
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.
PROVIDE LENGTH OF RUNS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
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.
1. 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 SENDS 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.
INNEXXOMMM SOMMEMENNOM
N. USE WEATHERPROOF BOXES, JUNCTION BOXES AND DEVICES FOR ALL REQUIRED
ATHER I
E WE PROOF NSTALLATION.
CL
9.15:2
Evgo
FAST CHARGING
EVgo
11390 WEST OLYMPIC BLVD, SUITE 250
LOS ANGELES, CA 90064
11ANCHARE) AE GROUP, LLC
Laura Blanchard, P.E.
Professional Engineer no: 048912
Wakarusa Dr. Ste, B
Lawrence, KS66049
Ph: 785 993.0300
Lblanchard@BAE.Group
'WE
OSBORNE.sr
4g%
dfil(COMPANY .11YEAltse
3310 SW Harrison St, Suite 3
Topeka, KS 66611
785-862-2100
Job Name:
SOUTHSIDE
SHOPPING
CENTER
32 MILL CREEK DR
CHARLOTTESVILLE, VA 22902
SHEEr DESCRIPTION:
ELECTRICAL
SPECIFICATIONS
,�Ajr
Project #: P44534
File:
Drawn by: AM
DGte(s): 01 /11/2021
ISSUED FOR CD100 - 2021.02.24
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.
3. CALCULATE THE MAXIMUM AND MINIMUM GROUND -FAULT CURRENTS.
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.
6. WORKING DISTANCE.
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.
1. THE WORKPLACE ELECTRICAL SAFETY STANDARD SHALL BE FOLLOWED FOR THE ARC -FLASH
CALCULATION, STUDIES AND ARC -FLASH LABELS AS THE MAIN STANDARD.
COMMON DESIGN COMMENTS AND RESPONSES
1. GROUNDING CONDUCTOR IS NOT LARGE ENOUGH FOR EQUIPMENT.
1.a. PER 250.66 GROUNDING ELECTRODES: 250.66 (a) WHERE THE GROUNDING ELECTRODE
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.
THERE ARE TWO GROUNDING ELECTRODES, HOWEVER THEY ARE NOT CONNECTED. PLEASE
REFER TO EXHIBIT 250.29
2. DO POWER UNITS CONTAIN OVER -CURRENT PROTECTION.
2.a. POWER UNITS ARE PROVIDED WITH OVER -CURRENT PROTECTION
3. DOES THE DISCONNECT HAVE AFC1 PROTECTION 230.95.
3.a. PER SHEET E-10 NOTE: 3--PROVIDE GROUND FAULT PROTECTION (GFP) FOR EQUIPMENT PER NEC
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.
EQUIPMENT CUTSHEETS DESCRIBE THE PROTECTIVE EARTH CABLE, WHICH TIES TO THE
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.
6. VERIFY THE CHARGING STATION DISCONNECTS WILL BE READILY ACCESSIBLE PER 625.42. THAT
THEY WILL NOT BE SECURED BEHIND PANEL DOORS/CABINETS.
6.a. NEC 625.42 REQUIRES THAT THERE IS A DISCONNECTING MEANS THAT IS READILY ACCESSIBLE,
TRUE. OUR INTERPRETATION IS SUCH THAT IT NEEDS TO BE ACCESSIBLE TO A QUALIFIED
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
EQUIPMENT.
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-1 0
GEAR INSTALLED ON 3" PAD, WITH A MIN. OF 3" LARGER THAN (L/W)
TAG
LOAD
DESCRIPTION
BREAKER
E'
FEEDER
'ZE
FRAME
SETS1
NO,
I WIRE
I GND
I CON.
1
50 KW ABB DISPENSER #1
100
REFER TO THE RISER DIAGRAM
53,207
2
50 KW ABB DISPENSER #2
3
F380
80
100
REFER TO THE RISER DIAGRAM
53,207
3
SPACE
1 4
IsPACE
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
CL
H.2-5.2tV
EViAM
Mir E
W
FAST CHARGING
EVgo
11390 WEST OLYMPIC BLVD, SUITE 250
LOS ANGELES, CA 90064
RfiNCHAM AE GROUP, LILC
Laura Blanchard, P.E.
Professional Engineer no: 048912
Wakarusa Dr. Ste. 8
Lawrence, KS 66049
Ph: 785.993 ' 0300
Lblanchard@BAE.Group
'WE ovO?
OSBORNE gqo%
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 SPEC (CONT.)
SWB & PNL SCHEDULES
OF
OA
Project #: P44534
File:
Drawn by: AM
Date(s): 01/11/2021
ISSUED FOR CD100 - 2021.02.24
1. ALL WORK SHALL BE INSTALLED CONCEALED UNLESS OTHERWISE NOTED.
2. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS OF FINISHED CONSTRUCTION PRIOR TO
FABRICATION AND INSTALLATION OF FIXTURES AND EQUIPMENT.
3. MOUNTING HEIGHTS OF EQUIPMENT AND DEVICES SHALL BE AS INDICATED ON THE
ARCHITECTURAL DRAWINGS. WHERE MOUNTING HEIGHTS ARE NOT GIVEN ON THE
ARCHITECTURAL DRAWINGS, UTILIZE THE FOLLOWING MOUNTING HEIGHTS UNLESS OTHERWISE
NOTED (ALL DIMENSIONS TO CENTERLINE OF BOX):
A. RECEPTACLES (WALL MOUNTED) - 18" A.F.F.
4. ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE TO MAKE HIMSELF/HERSELF AWARE OF
EXISTING CONDITIONS BEFORE SUBMITTING THEIR PRICE.
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
RATINGS OF DISCONNECT SWITCHES AND OR FUSES/ OVER -CURRENT DEVICES SHALL BE SIZED IN
ACCORDANCE WITH CODE FOR THE LOADS SERVED PER DESIGN DRAWINGS.
6. NO LOW VOLTAGE WIRING SHALL BE PERMITTED IN THE SAME RACEWAY AS LINE VOLTAGE
POWER WIRING.
7. ALL JUNCTION OR OUTLET BOXES SHALL BE INSTALLED SO AS TO ALLOW ACCESS TO COVER.
PROVIDE APPROVED ACCESS DOORS OR PLATES AS REQUIRED IN AREAS WHERE UNOBSTRUCTED
ACCESS TO BOX OR OUTLET IS NOT POSSIBLE.
8. AT ALL EMPTY CONDUITS PROVIDE BUSHINGS AT ENDS AND DRAG WIRES.
9. ELECTRICAL CONTRACTOR SHALL PROVIDE AN ELECTRICAL INSPECTION APPROVAL CERTIFICATE
TO OWNER UPON COMPLETION OF WORK.
10. CIRCUIT ASSIGNMENTS FOR, RECEPTACLES, WIRING DEVICES, AND ELECTRICAL EQUIPMENT ARE
DESIGNATED BY THE NUMBER SHOWN ADJACENT TO THESE DEVICES / EQUIPMENT. PROVIDE
CONDUITS, WIRES AND BOXES REQUIRED TO ENERGIZE THE EQUIPMENT AS SHOWN.
11. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. CIRCUIT NUMBERS ARE INTENDED TO BE USED
FOR QUANTITIES AND FOR DESIGNATING WHAT OUTLETS (FIXTURES, EQUIPMENT, ETC.) WILL BE
ON THE SAME CIRCUIT. CONTRACTOR SHALL REARRANGE CIRCUITS PER FIELD CONDITIONS SO
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
PROVIDE CIRCUITS WITH PROPER PHASE SEQUENCES FOR EVERY REQUIRED NEUTRAL WIRE THAT
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.
PC
13. 1" (21mm) SHALL BE THE MINIMUM CONDUIT INSTALLED.
A, AMP
ADA
AF
AFF
AHJ
AIC
AT
ATS
AWG
BLDG
BMS
1C
CAT
CB
CD
CFSD
CKT
CLG
Co
CU
DACS
SYSTEM
DACT
DGP
DIFF
DISC
DIN
DWG
ELEC
EMR
AMPERE
AMERICANS WITH DISABILITIES ACT
AMPERE FRAME
ABOVE FINISH FLOOR
AUTHORITY HAVING JURISDICTION
AMPS INTERRUPTING CAPACITY
AMPERE TRIP
AUTOMATIC TRANSFER SWITCH
AMERICAN WIRE GAUGE
BUILDING
BUILDING MANAGEMENT SYSTEM
CONDUIT
CATALOG
CIRCUIT BREAKER
CANDELA
COMBINATION FIRE/SMOKE DAMPER
CIRCUIT
CEILING
CONDUIT ONLY
COPPER
DIGITAL ALARM COMMUNICATION
DIGITAL ALARM COMMUNICATION
TERMINAL
DATA GATHERING PANEL
DIFFERENTIAL
DISCONNECT
DOWN
DRAWING
ELECTRICAL
ELEVATOR MACHINE ROOM
EMT
FACP
FBO
FCO
FCS
FSD
FU
FL
FLEX
FT
GA
G, GRD
GC
GFI
HID
HP
HVAC
HZ
Ic
JB
LEMCS
LTG
MCB
MECH
MER
MIN
MLO
MTD
ELECTRICAL METAL TUBING
FIRE ALARM CONTROL PANEL
FURNISH BY OTHER DIVISION OF WORK
FUSE CUTOUT BOX
FIRE COMMAND STATION
FIRE SMOKE DAMPER
FUSE
FLOOR
FLEXIBLE
FEET OR FOOT
GAUGE
GROUND
GENERAL CONTRACTOR
GROUND FAULT INTERRUPTER
HIGH INTENSITY DISCHARGE
HORSEPOWER
HEATING, VENTILATING & AIR
CONDITIONING DIVISION ON WORK
HERTZ
INTERRUPTING CAPACITY
JUNCTION BOX
LOCAL EMERGENCY CONTROL SYSTEM
LIGHTING
MAIN CIRCUIT BREAKER
MECHANICAL
MECHANICAL EQUIPMENT ROOM
MINIMUM
MAIN LUGS ONLY
MOUNTED
SYMBOL
DESCRIPTION
UON, 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
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.
(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
DRAWINGS
ELECTRICAL METER OR SUB -METER AS IDENTIFIED ON THE
DRAWINGS
I CKT
ONE, TWO, OR THREE HOME RUNS TO ELECTRICAL PANEL
2 CKT P�L_A
'PNL'- INDICATED PANEL NAME
lllllb.�
3 CKTF PNL-( # (#
W- INDICATES CIRCUIT NUMBER, U.O.N.
AC�6
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
ILION
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
III 11� �11'11I[111 10 A
IffikTil. mil
SYMBOL
DESCRIPTION
CIRCUIT BREAKER
##A/#P
"##A" - INDICATES AMPERAGE RATING
"#P" - INDICATES NUMBER OF POLES
##AS
FUSED DISCONNECT SWITCH
"##AS" - INDICATES SWITCH SIZE
##AF
"##AF" - INDICATES FUSE SIZE
I ItAlttP
NON -FUSED DISCONNECT SWITCH
"#A" - INDICATES SWITCH SIZE
"#P" - INDICATES NUMBER OF POLES
480A
OR 600V
TRANSFORMER, 480V INDICATES PRIMARY VOLTAGE, 120/208V
ry'f-y-'% 120Y/208V
INDICATES SECONDARY VOLTAGE
GROUNDING CONNECTION
PANEL
PANELBOARD - REFER TO PANELBOARD SCHEDULES FOR
PPI
ADDITIONAL INFORMATION
EL
q .7.,5
AV
"90
FAST C HARG I N G
EVgo
11390 WEST OLYMPIC BLVD, SUITE 250
LOS ANGELES, CA 90064
k4 BMI-Iffil) AE GF0JP, LLC
Laura Blanchard, P.E.
Professional Engineer no: 048912
Wakarusa D - Ste. B
Lawrence, K% 66049
Ph: 785 ' 993.0300
Lblanchard@BAE.Group
'THE
OSBOKNEgt�.40)
�,�,�,",N100,01COMPANY 1�vvmfts-;.,
3310 SW Harrison St, Suite 3
Topeka, KS 66611
785-862-2100
Jot> Name:
SOUTHSIDE
SHOPPING
CENTER
32 MILL CREEK DR
CHARLOTrESVILLE, VA 22902
SHEET DESCRIPTION.
ELECTRICAL SYMBOLS,
& ABBREV & GEN. NOTES
Project #: P44534
File:
DrGwn by: AM
Date(s): 01/11/2021
ISSUED FOR CD100 — 2021.02.24
EVg
FAST CHARGING
EVgo
11390 WEST OLYMPIC BLVD, SUITE 250
LOS ANGELES, CA 90064
.41111,
yeo, E1MJC1-iAM PE GROUP, LLC
Laura Blanchard, P.E.
Professional Engineer no: 048912
Wakarusa Dr. Ste. B
Lawrence, KS 66049
Ph: 785.993.0300
Lblanchard@ BAE.G rou p
'THE
OSBORNE::-
A W I [COMPANY v` is J,:
3310 SW Harrison St, Suite 3
Topeka, KS 66611
785.862-2100
Job Name:
SOUTHSIDE
SHOPPING
CENTER
32 MILL CREEK DR
CHARLOTfESVILLE, VA 22902
SHEET DESCRIPTION:
GROUNDING
DETAIL
Project #: P44534
File:
Drawn by: AM
Date(s): 01 / 11 /2021
ISSUED FOR CD100 — 2021.02.24