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STAA Standard Design Vehic <br />Overall Len qth <br />Overall WiN <br />Overall Pod Height <br />Min Body Grounc; Clearance <br />Track Width <br />Lock—to—lock time <br />Max Steering Angle (Virtual) <br />69.000ft <br />5.500ft <br />1 2.227ft <br />1 .422ft <br />8.500ft <br />6.00s <br />26.30° <br />DR#VEWAY NOT A <br />PROPOSED STAA <br />DRIVEWAY <br />A.P.N. 017--090-62 <br />0 20 40 80 <br />SCALE: 1"=40' <br />tPOSED 28' ACCESS <br />;EMENT FOR THE <br />IEFIT OF THE <br />IOINING PARCEL <br />2200089) <br />IBAUMBACH LANE <br />ST. RT. 99 <br />FRONTAGE ROAD <br />PROJECT <br />SI TE <br />CLARKSDALE RD. <br />VICINITY IAP <br />NOT TO SCALE <br />REVISE® SITE PLAN <br />Applicafion # P A 2 2 o o Z 4 7 <br />RereNed By s N T on %-12f 1 z3 <br />MOTES <br />1. A.P.N. 017-090-51 <br />2. WATER: PRIVATE WELL <br />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 />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 />PROJECT SITE. <br />8. RUN-OFF FROM ALL FOUR PROPOSED PARCELS PER PA -2200089 TO BE <br />CONTAINED ON PARCEL 3 EXISTING POND. <br />9. THE PROJECT PROPOSES 60 STALLS FOR TRUCK AND TRAILER. THERE WILL <br />ALSO BE 2 PEDESTRIAN VEHICLE AND 2 ADA STALLS. <br />10. STAA TRAFFIC SHALL ONLY TURN RIGHT OUT, ONTO HWY 99. <br />LEGEND <br />A.P.N <br />ASSESSORS PARCEL NUMBER <br />BLDG. <br />BUILDING <br />EP <br />EDGE OF PAVEMENT <br />EX. <br />EXISTING <br />LP <br />LIGHT POLE <br />PROP <br />PROPOSED <br />PP <br />POWER POLE <br />SF <br />SQUARE FEET <br />R/W <br />RIGHT—OF—WAY <br />(TYP.) <br />TYPICAL <br />EX. ASPHALT PAVEMENT <br />PROPOSED ASPHALT PAVEMENT <br />EX. CONCRETE <br />EX. LIGHT POLE <br />EX. POWER POLE <br />EX. FIRE HYDRANT <br />---x X EX. FENCE <br />I PROPERTY LINE <br />Know what's below. <br />Call before you dig. <br />c <br />6 <br />1) <br />