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E <br /> REVISED SITE PLAN <br /> I Appllcafion# PA 2 2 o o Z47 <br /> RereNed By s N s On z,j <br /> I f 3 <br /> I I I 70 <br /> I � , <br /> I � , <br /> I � <br /> I � <br /> I 1 <br /> x 0 20 40 80 <br /> I <br /> I � t <br /> I SCALE: 1"=40' NDTE5 <br /> I I <br /> 1. A.P.N. 017-090-51 <br /> ` 2. WATER: PRIVATE WELL <br /> ' I ` 3. SEWER: PRIVATE SEPTIC <br /> 4. STORM DRAINAGE: NATURAL DRAINAGE AND ON-SITE RETENTION POND <br /> 5. SITE ADDRESS: 18846 ST. RT. 99 E. FRONTAGE ROAD <br /> I , L I ACAMPO, CA 95220 <br /> LO <br /> i 6. FLOOD ZONE: ZONE X, MAP# 06077C0169F, DATED OCTOBER 16, 2009. <br /> REMOVED PORTION 7. MOKELUMNE RIVER IS APPROXIMATELY 4.25 MILES SOUTH OF THE <br /> PROPOSED EXISTING BUILDING; <br /> PROPOSED 28' ACCESS tPORPOSED 28' ACCESS PROJECT SITE. <br /> ` _ DRIVEWAY 29'x87' AREA EASEMENT FOR THE EASEMENT FOR THE <br /> 8. RUN-OFF FROM ALL FOUR PROPOSED PARCELS PER PA-2200089 TO BE <br /> x TO AVOID BENEFIT OF THE BENEFIT OF THE CONTAINED ON PARCEL 3 EXISTING POND. <br /> ENCROACHMENT ADJOINING PARCEL ADJOINING PARCEL 9. THE PROJECT PROPOSES 60 STALLS FOR TRUCK AND TRAILER. THERE WILL <br /> 153 ONTO EASEMENT. (PA-2200089) (PA-2200089) ALSO BE 2 PEDESTRIAN VEHICLE AND 2 ADA STALLS. <br /> o EX. LP(TYP.) 10. STAA TRAFFIC SHALL ONLY TURN RIGHT OUT, ONTO HWY 99. <br /> LEGEND <br /> 711 <br /> i <br /> I <br /> EA.P.N ASSESSORS PARCEL NUMBER <br /> 41 .7' BLDG. BUILDING <br /> STAA TRUCK .SIGHT TURN CUT r s' 20' (TYP.) EP EDGE OF PAVEMENT <br /> 1 = 40 �� X xf EX. EXISTING <br /> 4 LP LIGHT POLE <br /> f PROP PROPOSED <br /> E ; ME -RIP 168' PP POWER POLE <br /> SF SQUARE FEET <br /> DR#VEWAY NOT A I I r R/W RIGHT-OF-WAY <br /> PROPOSED STAA ; , (TYP.) TYPICAL <br /> DRIVEWAY 'E <br /> I x <br /> i11 <br /> 1* EX. ASPHALT PAVEMENT <br /> 6 3' I <br /> I <br /> PROPOSED ASPHALT PAVEMENT <br /> r <br /> k EX. BLDG. <br /> J (95,0401 SF) <br /> � � Ex. CONCRETE <br /> ' '1W • - ESC. SEPTIC <br /> = I Ll SYSTEM EX. LIGHT POLE <br /> EX. POWER POLE <br /> I <br /> EX. FIRE HYDRANT <br /> I <br /> X EX. FENCE <br /> PROPERTY LINE <br /> I � <br /> I � <br /> l EX. ADA <br /> STALL <br /> ® EX. SEPTIC <br /> SYSTEM <br /> , I <br /> 7-777j <br /> E , <br /> f <br /> 1 <br /> I <br /> i <br /> 24' E P 12'00' (TYP.) 25.7' <br /> I <br /> s i <br /> I I <br /> 'I I <br /> 4 70' (TYP.) <br /> p E Irl�j Seo <br /> � I � y,6y 9r <br /> 25 <br /> 4527) rry <br /> EX. SEPTIC <br /> SYSTEM q C <br /> I I <br /> EA <br /> OF CA I F OR��R <br /> I � <br /> I <br /> � 1 <br /> II E 6 2' <br /> BAUMBACH LANE <br /> ST. RT. 99 <br /> FRONTAGE ROAD <br /> I <br /> I <br /> Know what's below.48 <br /> a <br /> N WINERY RD ROJECT Call before you dig. <br /> 29 <br /> j � f <br /> SI TE <br /> DILLON & MURPHY <br /> CLARKSDALE RD. <br /> ENGINEERING <br /> 847 N. CLUFF AVENUE ry <br /> SUITE A-2, LODI, CA 95240 Q� <br /> ', li DIN LO N & MURPHY (209) 334-6613 <br /> M x 90' Horiz Ex. SEPTIC <br /> HEERiNG <br /> 24 <br /> M x 10' Vert i i i SYSTEM <br /> �, R� WOODBRIDGE PARTNERS INC. <br /> 39 <br /> TRUCK PARKING FACILITY <br /> Ex. WELL & 26 '0 <br /> STAA Standard Design Vehicle , , TANK a <br /> Overall Len qth 69.000ft .I i VICINITY MAP SITE PLAN Fz <br /> Overall WVidt -t 8.500ft 20' EP NOT To SCALE <br /> Overall Bod Hei ht 12.227ft <br /> Min Body round- Clearance 1 .422ft ACAMPo, CALIFORNIA <br /> i <br /> Lk <br /> --- _-- -------- - -------- ----------------- <br /> Track 8.5DDft i; �� -------------------- -- - -- - ---- --------- MAY, 2423 <br /> Track Width <br /> , 1 0n�°'Lock—to—lock time 6.DDs CLARKSMI ROAD REV. NO. DESCRIPTION DATE BY SCALE A5 NOTED SHIT <br /> --------------- <br /> Max Steering Angle (Virtual) 26.30o -_------ <br /> ; <br /> DRAWN BY:JMC, CP----------------- ------ DESIGNED BY: BENCHMARK INFORMATION OF 1 SHEETS N <br /> A.P.N. 017--090-62 CHECKED BY: JM N/A <br /> JOB NO. o <br /> AS BUILT BY: 2240 <br />