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REVISED SITE PLAN <br /> N-QIIES AppricaW# 2 <br /> T 1. A.P.N. 017-090-51 <br /> -� -_ r 2. WATER: PRIVATE WELL Received By -. ___ s*-: On a+/2-3 <br /> 3. SEWER: PRIVATE SEPTIC <br /> EXISTING 44& 4. STORM DRAINAGE: NATURAL DRAINAGE AND ON–SITE RETENTION POND <br /> SHED TO BE 5. SITE ADDRESS: 18846 ST. RT. 99 E. FRONTAGE ROAD <br /> REMOVED ACAMPO, CA 95220 <br /> T — 6. FLOOD ZONE: ZONE X, MAP# 06077C0169F, DATED OCTOBER 16, 2009. <br /> N 7. MOKELUMNE RIVER IS APPROXIMATELY 0.25 MILES SOUTH OF THE <br /> PROPOSED 28' PROPOSED 28' ACCESS <br /> ACCESS EASEMENT FOR THE PROJECT SITE. <br /> EASEMENT FOR 8. POND TO CONTAIN RUN–OFF FROM ALL FOUR PROPOSED PARCELS PER <br /> THE BENEFIT OF BENEFIT OF THE PA-2200089. <br /> THE ADJOINING ADJOINING PARCEL 9. WATER TO BE PROVIDED BY WELL OF THE WESTERLY ADJACENT <br /> PARCEL (PA -22QOD89) <br /> PROPERTY. <br /> (PA-2200089) 10. THE PROJECT PROPOSES 60 STALLS FOR TRUCK AND TRAILER. <br /> 0 30 60 120 <br /> 11. STAA TRAFFIC SHALL ONLY TURN RIGHT OUT, ONTO HWY 99. <br /> SCALE: 1"=60' <br /> LEGEND- <br /> --- A.P.N ASSESSORS PARCEL NUMBER <br /> -- _-_----- ---- - BLDG. BUILDING <br /> �� ----- 63' EP EDGE OF PAVEMENT <br /> - Ex. EXISTING <br /> LP LIGHT POLE <br /> PROP PROPOSED <br /> PP POWER POLE <br /> SF SQUARE FEET <br /> R/W RIGHT-OF-WAY <br /> (TYP.) TYPICAL <br /> iv A.P.N. <br /> to 017-090-32 <br /> D EX. ASPHALT PAVEMENT <br /> 12'x70' (TYP.) 12'x70' (TYP.) PROPOSED ASPHALT PAVING <br /> EX. SEPTIC EX. FIRE H Y (TYP.) <br /> SYSTEM NOT A PARKING STALL <br /> DEX. CONCRETE <br /> EX. LIGHT POLE <br /> � EX. POWER POLE <br /> 12'x7O' (TYP.) EX. FIRE HYDRANT <br /> X - <br /> Ex. SEPTIC EX. FENCE <br /> SYSTEMPROPERTY LINE <br /> 25dE 2fi <br /> 70' <br /> 70' <br /> f <br /> QD <br /> Ex. FENCE <br /> EX. BLDG. <br /> (95,040± SF) 62' <br /> / [V <br /> /f <br /> x <br /> / EX. BLDG. #1 <br /> / (21,385± SF) <br /> / STORAGE/SHOP EXISTING <br /> / POND <br /> X <br /> ® / o <br /> t- <br /> / 15' EX. NEIGHBORING <br /> ® / SEPTIC SYSTEM � PRflF <br /> e;� ® '� 1 i 4' o ��cOE Nl(l� <br /> EX. ADA ryQ <br /> STALLS <br /> 45. ;; <br /> 40' 1 � <br /> SEPTIC x CNP } BAUMBACH LANE �9 CfvIL <br /> EX. BLDG. #2 SYSTEM ST. RT. 99 pF CAL If10 <br /> Q, (8,040± 5F} 63 EX. NEIGHBORING FRONTAGE ROAD <br /> STORAGE 173' WELL Know what's be I ow. <br /> Call before you dig. <br /> PROPOSED N WINERY RD °0 <br /> GATE " RCJECT <br /> 20' EP SITE DILLGN & MURPHY <br /> 26fi CLARKSDALE RD. 3 <br /> � 476' 4°' Raw 131 <br /> ENGINEERING <br /> ---------- ------ _------ ---_ --------------- ---------- ------- ----- < <br /> ----- ------------------___ _-- _ _____ 847 N. CLUFF AVENUE �i <br /> - - ---- ,� SUITE A-2, LCDI, CA 95240 � <br /> CLARKSDALE READ <br /> MURPHY <br /> (209) 334-6613 001--------------------- _________----__ __ _ ___--_-______-_---_--------------------------- - E N G H E E R I N G- <br /> ---------------- <br /> A.P.N. L <br /> 017-090-62 CLARKSDALE RD. A_P_N_ 017-09Q -47 A.P.N. D17—agQ-59 Rj WCDDBRIDGE PARTNERS INC. <br /> NOT A PROPOSED A.P.N. 017-090--48 !�R <br /> TRUCK PARKING FACILITY <br /> STAR ROUTE EX. STORM DRAIN z) <br /> TO MOKELUMNE <br /> RIVER SITE PLAN <br /> (NOT CURRENTLY \LICINlj�P a <br /> USED BUT NOT TO SCALE v, <br /> PERMITTED) ACAMPO, CALIFORNIA W <br /> MAY, 2023 <br /> REV. NO. DESCRIPTION DATE BYSHEET v <br /> SCALE: A5 NOTED <br /> ti <br /> DRAWN BY:JMC, CP 1 a <br /> a- <br /> DESIGNED BY: BENCHMARK INFORMATION OF 1 SHEETS n, <br /> N/A �v <br /> CHECKED BY: JM JOB NO. o <br /> N <br /> 2240 <br /> AS BUILT BY: s;i <br />