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El SITE PLAN KEYNOTES M. HIG ICENSENO. ARCHITECT LICENSE NO. C-36401 1. (N) TRA5H ENCLOSURE W/ 20'-4"X20'X6" THICK REINFORCED CONCRETE APRON. PROVIDE 10' CLEAR AT GATES WHEN OPEN. REFER TO TRA5H ENCLOSURE PLAN AND CIVIL ENGINEERING PLANS FOR ADDITIONAL INFORMATION NFA 2. CANOPY OVER 6-PUMP (12 DISPENSER) FUEL ISLAND. PROVIDE CONCRETE SLAB UNDER THE FULL EXTENT OF THE FUEL CANOPY DESIGN SERVICES WITH AN IMPERMEABLE SURFACE EXTENDING 8' MIN. BEYOND THE 11584 FRANCIS DRIVE FACE OF THE ADJACENT FUEL PUMP DISPENSER. THIS CONCRETE GRASS VALLEY, CA 95949 SLAB MUST GRADED AND CONSTRUCTED TO PREVENT DRAINAGE (530)263-5899 PA-2000048 ACROSS, OR FROM, THE DISPENSING AREA. THIS FUEL ISLANDMelH.Architect@gmaii.com AREA SHALL BE EQUIPPED WITH DRAIN INLETS THAT DIRECT DRAINAGE THROUGH SAND AND OIL SEPARATORS TO THE A PROJECT FOR: SANITARY SEWER SYSTEM; REFER TO CIVIL DRAWINGS FOP G 10/25/2022ADDITIONAL INFORMATION. RAMOS OIL COMPANY 3. 48" WIDE ACCESSIBLE ROUTE, VERIFY CR055 SLOPE DOES NOT 1515 SOUTH RIVER ROAD EXCEED 2% AND RUNNING SLOPE DOES NOT EXCEED 5%. WEST SACRAMENTO, CA 95691 4. ACCESSIBLE CONCRETE 5IDEWALK,VERIFY CRO55 SLOPE DOES NOT CONTACT: DOUG HAWKINS EXCEED 2% AND RUNNING SLOPE DOES NOT EXCEED 5%. 5. PROVIDE ACCESSIBLE RAMP, VERIFY CR055 SLOPE DOES NOT PHONE: (916) 371-3289 EXCEED 2% AND RUNNING SLOPE DOES NOT EXCEED 8%. EMAIL: dough@ramosoil.com 6. ACCESSIBLE PARKING AND SIGNAGE. VERIFY SURFACE SLOPE DOES NOT EXCEED 2% IN ANY DIRECTION ON ACCESSIBLE PARKING SPACES AND ACCESS AISLES. 7. INSTALL NEW FULL-ACCESS DRIVEWAY PER COUNTY STANDARDS. AN ENCROACHMENT PERMIT IS REQUIRED. 8. MONUMENT SIGN; EXACT LOCATION AND DESIGN SHALL BE DETERMINED BASED ON COUNTY REQUIREMENTS AND DESIGN BY SIGN COMPANY. 9. PROVIDE CLEARANCE BAP(S) AT DRIVE-THRU ENTRANCE, 9' MAXIMUM HEIGHT. 10. 195'-6" DRIVE-THRU STACKING. 11. OWNER SHALL EXECUTE AN IRREVOCABLE OFFER TO DEDICATE ROAD TO RESULT IN A 42' ROW FROM THE CENTERLINE OF �C��D ARCyj� WALNUT GROVE RD. �n 17 ♦ 12. EXISTING DRIVEWAY TO REMAIN V >► MELVIN R. � � Z HIGGINBOTHAM wp I V w 17 13. XISTING DIESEL TRUCK FUEL ISLAND TOR MAIN . . . . Z 14. EXISTING ABOVE-GROUND FUEL TANKS TO REMAIN C-36401 �--�r--��--��--� 15. EXISTING TRASH ENCLOSURE TO REMAIN 12 I- i ii ii ii / REN. 3/31/23 I I- Z L__��__��__��__� \ 16. LOADING ZONE FOR DELIVERIES w • • . • • • • • • • • • . . . . . • . • . \\ 17. EXIST ASPHALT PAVING TO REMAIN ••••••••••••••••••••• TRASH ENCLOSURE • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • / . . . . . . . . . . . . . . . . . . . . . . . . F PC — — _ • I I . . . . . . . . . . . . . . . . •, 1�, • . ) ( ) �� // / BUILDING SQ. FT. CALCULATION • 2 9'X20', 1 10'X20' PARKING STALLS ° ,•,' ° •,•, / • • • ♦ • - • • • • • / / MAIN BUILDING 4,192 S.F. • Np \ / / C-STORE 2,948 S.F. • Ln Z =p • • • ♦ • DRIVE-THRU QSR 1,244 S.F. Q o, I • • • O ® © CV J . • • - — O • " I • • • / / CR N • • • / O O U — x • . • • / • • • I i o0 .v • I • ♦ • / / 1-V . • • • z L05 / W w LLi � IV . v• • ♦ • • • • Q V / / 13 Q LuPROPERTY DATA N wz • I I An / W o • pp ,�,'z 15 AREA OF DISTURBANCE = 39,000 S.F. (0.9 ACRES) Q o x / / . . . I I x I . . . • • • ON < / n v 4 . AIAO 14 35'-0.. . I 5 9Lu • ' ' I I ' • • • ' • PARKING CALCULATIONS W o W El . . . I IC3I I C3I . . . I . . o I o I u') . . ix Lu • (2) 10 -6"X20', (4) 9'X20' • PARKING STALLS ♦� 12'-0" � H . . TRUCKS LLJw . . . . . , EXIT ONLY to a • • . • •• • • • ♦ • • ♦ • • • • . ♦ • • • • ♦ • • iT7 �T� • .Tr •Tr♦ • TTiT• • 4-1111 . . . . . . . . . . . . . . . . . . . . . . d0lS . . . . . . . . . . . . . . . . . . . . . . . . . . . . dOIS . . I I ()NLY DON T FNITFP z 11 O 12 12 100'-2" 35'-0" v 110'-2" 25'-0" 76'-8" 58'-2" 13'-3" LY EXIT ONLY Z O W W WALNUT GROVE RD _ __ z -- - - - - - - - - - z O J = Q ac � O U Z w SITE GENERAL NOTES * _ N H � 0 20' 40' Q SCALE: 1"= 20'-0" A� l 0 1 SITE PLAN ■ L71'=20'-O" NOTE: NOTE; DRAWINGS ARE NOT TO SCALE IF SHEET IS PLOTTED ON 11" x 17"