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1 2 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 PLANS FOR PROPOSED ROUTING. G P D G RO U P <br /> CABINET# POST# SIGN TYPE TARGET SQUARE FOOTAGE 107,895 <br /> T �M1 Professional Corporation <br /> 1A 1STALL/ II ill 2. PROPOSED EQUIPMENT CLEAR SPACE(TYPICAL).REQUIRED PARKING BY CODE 520 sown Mam sl, style2s31 <br /> O1 g ❑p 400 SF 3. PROPOSED ELECTRIC METER MOUNTED TO SWITCHGEAR PER ELECTRIC COMPANY SPECIFICATIONS AND DETAILS ON 330.sn.21N F..330.572.2101 <br /> ,C I ❑D REQUIRED PARKING STALLS 270 Ts5LPf ij ELECTRICAL SHEETS. <br /> 1D ❑D CURRENT PARKING STALLS 474 II <br /> I� I 4. PROPOSED SWITCHGEAR ASSEMBLY PER ELECTRICAL DRAWINGS.SEE SHEET C-4 FOR ANCHORAGE DETAIL. <br /> 2A I ❑D EXISTING STANDARD <br /> STALLS UTILIZED AS A 21 VEHICLE 5. PROPOSED TESLA CHARGE POST MOUNTED ON CONTINUOUS 30"WIDE CONCRETE CURB FOUNDATION(TYPICAL OF <br /> 26 ❑D RESULT OF THIS PROJECT 11).SEE DETAILS ON SHEET C-4. <br /> < 2 ❑ ❑ CHARGING I <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 iI <br /> C 3A PROPOSED STANDARD STALLS 1 ❑ 6. PROPOSED TESLA NON-ILLUMINATED PARKING SIGN IN BOLLARD(TYPICAL OF 12).SEE DETAILS ON SHEETS C-48 C-5. _ _ <br /> SEE CHARGING POST SCHEDULE THIS SHEET FOR SIGN TYPE.WHERE APPLICABLE,CONTRACTOR SHALL MOUNT SIGN T <br /> 3 3C ❑D POST-PROJECT STALL COUNT 0 iUNT -44 TO PROPOSED LIGHT POLE. 1 = 5 L13� ET STALL n <br /> 3D ❑D II 7. PROPOSED TESLA CHARGING CABINET WITH CONCRETE FOUNDATION(TYPICAL OF 3).SEE DETAILS ON SHEETS C-4. <br /> 8. PROPOSED CONCRETE PAD.SEE DETAIL ON SHEET C4. oogL occA e.I I Pn�lswl saiaaoo m <br /> II 9. PROPOSED STEP-DOWN TRANSFORMER/SUB-PANEL ASSEMBLY.SEE DETAILS ON ELECTRICAL SHEETS. <br /> II I <br /> 10. PROPOSED DUAL-PORT LEVEL 2 CHARGE POST MOUNTED ON CONTINUOUS 30"WIDE CONCRETE CURB FOUNDATION <br /> (TYP.OF 2). <br /> /... .. .{ 11. PROPOSED UNIVERSAL EV PARKING SIGN IN BOLLARD(TYP.OF 4).SEE DETAILS ON SHEETS C4&C-5. <br /> 12. PROPOSED CONTINUOUS 30"WIDE CONCRETE CURB FOUNDATION.SEE DETAILS ON SHEET C4. <br /> 13. PROPOSED PAINTED 4"WIDE SOLID WHITE STRIPE.SEE PAVEMENT MARKING NOTES ON SHEET GN-,. <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 3 � <br /> 16. BMP 121 MULCHING:ALL DISTURBED AREAS NOT TO BE PAVED SHALL BE MULCHED PER LANDSCAPE/IRRIGATION d w w w w <br /> 25•-0• ! NOTES ON SHEET GN-1. m rc Q a ¢ <br /> EX.DRIVE AISLE II II u) o w N Z a <br /> {''''''' l ii I 17. PROPOSED DUAL FIXTURE LIGHT POLE WITH INDIVIDUAL CONCRETE FOUNDATION,SEE DETAIL ON SHEET C-5. W ¢ o o O co <br /> '' •' /i' w PROPOSED ASPHALT PAVEMENT TO MATCH EXISTING IN TYPE AND DEPTH. m w <br /> INCLUDE ENGINEERED COMPACTED BACKFILL BELOW PAVEMENT SECTION. <br /> W <br /> ],$' (APPROXIMATELY 268 SF)TRENCHING NOT INCLUDED <br /> EXISTING 10'UNDERGROUND DISTRIBUTION OF RIGHT OF WAY EASEMENT <br /> TYP. <br /> w <br /> w - <br /> p;. <br /> a � o <br /> EXISTING 10'SANITARY SEWER EASEMENT <br /> B w ..{ 10 y� 3 4V y� r <br /> EX.DRIVE AISLE (TYP.) (TVP.) 3 J �ps.'�V75'IE4 <br /> ZB TYP. 15 4� jI I 'r7O1VAL 09/08/22 <br /> y 14 8 'yw EXPIRES 04/16/2024 <br /> 5 TYP. - <br /> ........{ 2C TYP. - <br /> 1D 6 <br /> ♦ a. TYP. Y 4 <br /> 17 Wo 1 I <br /> 14 <br /> 20 1z t GENERAL SHEET NOTES o <br /> {�;♦;.;;;•; � ❑ 1C TYP. 1•-1p' 4'-0„ 9,0,� J Q z� 7 <br /> L <br /> ..... 1. CONTRACTOR SHALL REMOVE EXISTING PAVEMENT AND/OR CURB USING CLEAN SAWCUTS TO INSTALL 6) <br /> PROPOSED UNDERGROUND CONDUITS AND REPLACE PAVEMENT AND/OR CURB AFTER CONDUITS HAVE BEEN Q Q <br /> 3A INSTALLED.SEE ELECTRICAL SHEETS FOR CONDUIT ROUTING,APPROXIMATE CONDUIT RUN LENGTHS AND Q <br /> 0 t1 TRENCH DETAIL.CONTRACTOR SHALL MEET OR EXCEED EXISTING PAVEMENT SPECIFICATIONS.NOTIFY TESLA OF <br /> 1B ii 7 0" / `,il ANY DISCREPANCIES PRIOR TO PERFORMING WORK. LU 0 w <br /> 2. APPLY LIQUID ASPHALT AT ALL JOINTS BETWEEN CONCRETE AND ASPHALT AND WHERE PROPOSED ASPHALT Lf J W <br /> o { 3B a MEETS EXISTING,INCLUDING SAW CUT JOINTS. > (n <br /> W <br /> U {rr .'• '.•''� o 3. PROPERTY LINE AND RIGHT-OF-WAY BOUNDARIES ARE SHOWN FOR REFERENCE ONLY.REFER TO SURVEY OR w t >N <br /> DESIGN DRAWINGS BY OTHERS FOR EXACT LOCATION AND DIMENSIONS. LLJ w <br /> N '•"♦'•'•'♦ 4 J 55 J 0 <br /> 4. SEE CLARK SURVEY FOR ALL APPLICABLE BENCHMARKS. <br /> L0 <br /> 3C <br /> ,� !•;•;';;•;•;';' ------ y 5. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SLOPES AND GRADES PRIOR TO CONSTRUCTION.FINAL � <br /> y <br /> 5 ♦)I 53/ GRADES SHALL BE DETERMINED IN FIELD BY THE CONTRACTOR. <br /> o r' •'''•{" it TYP. st 6. THE CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE TOWARDS THE NEAREST EXISTING DRAINAGE STRUCTURE ISSUED FOR: <br /> AND ENSURE NO PONDING OCCURS ON SITE. PERMIT XXX <br /> XXX <br /> \. 1 sz <br /> A .;� �♦ ss/ 4/ CONSTRUCTION XXX <br /> XXX <br /> \J\ .:.,�/�J ♦ t J4. INSTALL MANAGER DESIGNER <br /> F II ham. .; ,�•.� \♦\I/ �t` /5 ` � oN /oH <br /> a� BRNO <br /> v ------ �../. ' s/ COURYER JDP <br /> 4/ /i E ON 1I <br /> n y, 1<oS.p]V4TrY/Sif, d / JOB NO. <br /> a 2020141.35 <br /> ryN <br /> E ®E C-2 <br /> w <br /> n <br /> ON FULL SIZE I SCALE:1"=10' <br />