Laserfiche WebLink
SITE PLS, <br /> NO S Apolication '-A _ N - <br /> 1. A.P.N. 017-090-51 Received By SWT On i` c. Z,aLz- <br /> 2. WATER: PRIVATE WELL � `` <br /> 3. SEWER: PRIVATE SEPTIC <br /> 4. STORM DRAINAGE: NATURAL DRAINAGE AND ON-SITE RETENTION POND <br /> 446' 5. SITE ADDRESS: 18846 ST. RT. 99 E. FRONTAGE ROAD <br /> ACAMPO, CA 95220 <br /> 6. FLOOD ZONE: ZONE X, MAP# 06077CO169F, DATED OCTOBER 16, 2009. <br /> 7. MOKELUMNE RIVER IS APPROXIMATELY 0.25 MILES SOUTH OF THE <br /> PORPOSED 28' EXISTING PROJECT SITE. <br /> ACCESS SHED TO BE PORPOSED 28' ACCESS 8. POND TO CONTAIN RUN-OFF FROM ALL FOUR PROPOSED PARCELS PER <br /> EASEMENT FOR REMOVED EASEMENT FOR THE <br /> PA-2200089. <br /> THE BENEFIT OF BENEFIT OF THE 9. WATER TO BE PROVIDED BY WELL OF THE WESTERLY ADJACENT <br /> THE ADJOINING ADJOINING PARCEL PROPERTY. <br /> PARCEL j (PA-2200089) <br /> 10. THE PROJECT PROPOSES 25 TRUCK PARKING STALLS. <br /> (PA-2200089) 11. STAA TRAFFIC SHALL ONLY TURN RIGHT OUT, ONTO HWY 99. <br /> 0 30 60 120 <br /> LEGEND <br /> SCALE: 1"=60' A.P.N ASSESSORS PARCEL NUMBER <br /> BLDG. BUILDING <br /> EP EDGE OF PAVEMENT <br /> EX. EXISTING <br /> 63' LP LIGHT POLE <br /> PROP PROPOSED <br /> PP POWER POLE <br /> SF SQUARE FEET <br /> R/W RIGHT-OF-WAY <br /> (TYP.) TYPICAL <br /> A.P.N. <br /> 017-090-32 <br /> 04 EX. ASPHALT PAVEMENT <br /> LO <br /> PROPOSED 6" CLASS II AB 0 95% R.C. <br /> 12'x7O' <br /> EX. SEPT 1C <br /> SYSTEM <br /> EX. CONCRETE <br /> EX. FIRE HYDRANT (TYP.) <br /> NOT A PARKING STALL EX. LIGHT POLE <br /> -�- EX. POWER POLE <br /> - - EX. FIRE HYDRANT <br /> X x EX. FENCE <br /> ---- PROPERTY LINE <br /> EX. <br /> SEPTIC <br /> SYSTEM 25 <br /> 223' <br /> 55' <br /> � EX. FENCE <br /> 00 - <br /> X <br /> EX. BLDG. <br /> (95,040± SF) <br /> 62' <br /> X <br /> / <br /> / CV <br /> / <br /> / <br /> / EX. BLDG. #1 <br /> / (21,385± SF) <br /> / STORAGE/SHOP EXISTING <br /> / POND <br /> / X <br /> ® / o <br /> r- <br /> 15'15 EX. NEIGHBORING <br /> / X SEPTIC SYSTEM <br /> g ® 114 <br /> all <br /> EX. <br /> ADA <br /> STALLS <br /> EX. ( ) <br /> X lYF BAUMBACH LANE <br /> SEPTIC OF GA <br /> EX. BLDG. #2 SYSTEM ST. RT. 99 <br /> (8,040± SF) EX. NEIGHBORING FRONTAGE ROAD <br /> STORAGE 63 173' WELL Know what's beIOW. <br /> Call before you dig. <br /> N <br /> PROPOSED WINERY RD <br /> GATE <br /> 266' <br /> SITE DILLON & MURPHY <br /> 20' EP & CLARKSDALE RD. <br /> 476' 40' RiW ENGINEERING <br /> -------------------J E- --- 11 <br /> -_----- <br /> X847 N. CLUFF AVENUE <br /> ------------------------------ <br /> 15' D I L LO N & MURPHY SUITE A-2, Loo►, CA 95240 <br /> ------------------------ CLARKSDALE -ROAD-- <br /> - ------------ <br /> -- ------------ - <br /> _ (209) 334-6613 N <br /> -------------------------------------------- -- <br /> --------------------------------------------- E N G 1 N E E R I N G o <br /> A.P.N. 017-090-62 CLARKSDALE RD. A.P.N. 017-090-47 1 A.P.N. 017-090-59 �Qj WOODBRIDGE PARTNERS INC. z <br /> NOT A PROPOSED 017-090-48 SFR TRUCK PARKING FACILITY <br /> STAA ROUTE EX. STORM DRAIN <br /> TO MOKELUMNE <br /> RIVER SITE PLAN <br /> (NOT CURRENTLY VICINITY MAP <br /> Cl- <br /> USED BUT NOT TO SCALE <br /> PERMITTED) ACAMPO, CALIFORNIA w <br /> OCTOBER, 2022 <br /> a <br /> REV. NO. DESCRIPTION DATE BY SCALE: AS NOTED SHEET <br /> DRAWN BY:JMC, CP 1 0 <br /> DESIGNED BY: BENCHMARK INFORMATION OF 1 SHEETS N <br /> N/A N <br /> CHECKED BY: JM JOB NO. o <br /> N <br /> AS BUILT BY: 2240 <br />