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1 3 4 <br /> CHARGING STALL DETAILS <br /> CONSTRUCTION KEYNOTES AND LEGEND <br /> SIGNAGE SCHEDULE PARKING STALL ANALYSIS 1. PROPOSED PAD MOUNTED ELECTRICAL UTILITY TRANSFORMER(BY UTILITY)&UTILITY VAULT.CONTRACTOR SHALL <br /> PROVIDE CONCRETE PAD PER UTILITY SPECIFICATIONS.COORDINATE FINAL LOCATION WITH UTILITY.SEE ELECTRICAL G P D G RO U P <br /> CABINET# POST# SIGN TYPE TARGET SQUARE FOOTAGE 107,895 PLANS FOR PROPOSED ROUTING. <br /> TI' P Professional Corporation <br /> 1A ❑D 1 STALL/ 2. PROPOSED EQUIPMENT CLEAR SPACE(TYPICAL). 520 south Main S-L Suite 2531 <br /> O REQUIRED PARKING BY CODE AMm off a 311 <br /> ❑D 1 1B 400 SF 3. PROPOSED ELECTRIC METER MOUNTED TO SWITCHGEAR PER ELECTRIC COMPANY SPECIFICATIONS AND DETAILS ON 330.572.2100 Fax330.572.2101 <br /> 1C I ❑D REQUIRED PARKING STALLS 270 Ts5Lfi ii ELECTRICAL SHEETS. <br /> iD ❑D CURRENT PARKING STALLS 474 <br /> 4. PROPOSED SWITCHGEAR ASSEMBLY PER ELECTRICAL DRAWINGS.SEE SHEET C4 FOR ANCHORAGE DETAIL. <br /> 2A ❑D ESTALLS UTILIZED AS A XISTING STANDARD VEHICLE 5. PROPOSED TESLA CHARGE POST MOUNTED ON CONTINUOUS 30"WIDE CONCRETE CURB FOUNDATION(TYPICAL OF <br /> OTB ❑D 21 RESULT OF THIS PROJECT CHARGING 11).SEE DETAILS ON SHEET C-4. <br /> 2C D PROPOSED TESLA STALLS 12 5A. PROPOSED TESLA CHARGE POST WITH INDIVIDUAL PRECAST CONCRETE FOUNDATION.SEE DETAILS ON SHEET C-4. <br /> 2D D PROPOSED LEVEL 2 STALLS 4 <br /> C 3A 6PROPOSED STANDARD STALLS ❑ 6. PROPOSED TESLA NON-ILLUMINATED PARKING SIGN IN BOLLARD(TYPICAL OF 12).SEE DETAILS ON SHEETS C4&C-5. <br /> SEE CHARGING POST SCHEDULE THIS SHEET FOR SIGN TYPE.O 36 NET STALL COUNT -4 I4 1 T <br /> = 5 L n <br /> 3C ❑D 7. PROPOSED TESLA CHARGING CABINET WITH CONCRETE FOUNDATION(TYPICAL OF 3).SEE DETAILS ON SHEETS C-4. <br /> POST-PROJECT STALL COUNT 470 <br /> 3D ❑D <br /> I I 8. PROPOSED CONCRETE PAD.SEE DETAIL ON SHEET C-4. <br /> 9. PROPOSED STEP-DOWN TRANSFORMER/SUB-PANEL ASSEMBLY.SEE DETAILS ON ELECTRICAL SHEETS. iewi'sei aoa <br /> II <br /> I I j 10. PROPOSED DUAL-PORT LEVEL 2 CHARGE POST MOUNTED ON CONTINUOUS 30"WIDE CONCRETE CURB FOUNDATION <br /> (TYP.OF 2). <br /> G ••• ••••� 11. PROPOSED UNIVERSAL EV PARKING SIGN IN BOLLARD(TYP.OF 4).SEE DETAILS ON SHEETS C4&C-5. <br /> ' II <br /> ••� 12. PROPOSED CONTINUOUS 30"WIDE CONCRETE CURB FOUNDATION.SEE DETAILS ON SHEET C4. <br /> ;: 'I II <br /> 13. PROPOSED PAINTED 4"WIDE SOLID WHITE STRIPE.SEE PAVEMENT MARKING NOTES ON SHEET GN-1. <br /> 14. PROPOSED 6"CONCRETE CURB.SEE DETAIL ON SHEET C4. <br /> 15. PROPOSED DETERRENT BOLLARD(TYP.OF 5).SEE DETAIL ON SHEET C-5. Z <br /> O 3 3 <br /> 16. BMP 121 MULCHING:ALL DISTURBED AREAS NOT TO BE PAVED SHALL BE MULCHED PER LANDSCAPE/IRRIGATION <br /> F...........� II H w w <br /> I I h NOTES ON SHEET GN-L <br /> . .•.'.'� pg•-0�� II II Ix K K w w <br /> 7 EX.DRIVE AISLE I PROPOSED ASPHALT PAVEMENT TO MATCH EXISTING IN TYPE AND DEPTH. LU <br /> o s <br /> 1 <br /> �.•.•,:••.•.••:,•' _ ii ii w I INCLUDE ENGINEERED COMPACTED BACKFILL BELOW PAVEMENT SECTION. p a 0 0 <br /> (APPROXIMATELY 268 SF)TRENCHING NOT INCLUDED O O Q Q <br /> *I+ �w w w w <br /> �-__-- ----I, I EXISTING 10'UNDERGROUND DISTRIBUTION OF RIGHT OF WAY EASEMENT N <br /> p_ _ m 16 <br /> ....... --- _= tlp EXISTING 10'SANITARY SEWER EASEMENT <br /> 13 <br /> In 0 <br /> ...........'.•.•.1 <br /> 16 gDO A.g• �i r` <br /> t •�1 11 7 <br /> • 25.5' 1T-7" 2 ' I 95ia1 <br /> w�............... EX.DRNE AISLE (TYP.) 2B (TVP.)I TYP. 15 3 W I PQ R�r,1s1t•R G "�'.'.'.'.'.'.'.' ❑ <br /> 4 14iONA1.F'a <br /> r:;:•: ':1 '.2A 1 12/16/2021 <br /> 14 FXPIRes 04/16/20� <br /> TYP. j� <br /> .'� 1D 6 2a�,' - P LL <br /> •'••• W TYP. w 1 m <br /> 2D 12 m ❑ GENERAL SHEET NOTES J O <br /> :•:•..:.•:•:../ .. ..1C ______ ILL Q 00 7 <br /> ..'.' ^'.'ry -- 1. CONTRACTOR SHALL REMOVE EXISTING PAVEMENT AND/OR CURB USING CLEAN SAWCUTS TO INSTALL O- L <br /> •, ,.,.,.,.:.a+ u6 PROPOSED UNDERGROUND CONDUITS AND REPLACE PAVEMENT AND/OR CURB AFTER CONDUITS HAVE BEEN Q Q <br /> 3A I„ INSTALLED.SEE ELECTRICAL SHEETS FOR CONDUIT ROUTING,APPROXIMATE CONDUIT RUN LENGTHS AND Q <br /> 93 T.'.'.'.'.'..I ❑ u I TRENCH DETAIL.CONTRACTOR SHALL MEET OR EXCEED EXISTING PAVEMENT SPECIFICATIONS.NOTIFY TESLA OF Lu c <br /> N .•.•� .'.1B n9• 1 N il ANY DISCREPANCIES PRIOR TO PERFORMING WORK. co w <br /> 2. APPLY LIQUID ASPHALT AT ALL JOINTS BETWEEN CONCRETE AND ASPHALT AND WHERE PROPOSED ASPHALT LLJ _J W <br /> 3B.' II MEETS EXISTING,INCLUDING SAW CUT JOINTS. > 0 Ld LU ♦^ <br /> .'.'\'.'•'•'� ,//� �`, 3. PROPERTY LINE AND RIGHT-OF-WAY BOUNDARIES ARE SHOWN FOR REFERENCE ONLY.REFER TO SURVEY OR LLI ; <br /> 3 r' •:'I 1A DESIGN DRAWINGS BY OTHERS FOR EXACT LOCATION AND DIMENSIONS. LLI w <br /> 4. SEE CLARK SURVEY FOR ALL APPLICABLE BENCHMARKS. L0 <br /> O <br /> M (',• •'' �� s° 5. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SLOPES AND GRADES PRIOR TO CONSTRUCTION.FINAL <br /> 5 GRADES SHALL BE DETERMINED IN FIELD BY THE CONTRACTOR. <br /> o r •'•'•'�w i I TYP. S/ ° 6. THE CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE TOWARDS THE NEAREST EXISTING DRAINAGE STRUCTURE ISSUED FOR: <br /> 3D , %i%;, /s0/ AND ENSURE NO PONDING OCCURS ON SITE. PERMIT XXX <br /> a •.\ ii 5A ���V�� /ss/ /� BID XXX <br /> 3 A �..............� W <br /> �..•...........:.� \�\ z/s a/ CONSTRUCTION XXX <br /> v _ � <br /> XXX <br /> FII.........w \\� / /J INSTALL MANAGER <br /> mNn> // �'.'H.'..'.^.'�.3.^.Y.♦•.r.�.r' ' i i S J \ //� �7� �i �d� G. D <br /> CO C � URNOYER cs OB NO <br /> a <br /> 2020141 .35 <br /> a� <br /> _16 <br /> ® C-2 <br /> c E <br /> m <br /> Q O FULL SIZE L0uSLMMj I SCALE:1"=10' <br />