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SITE PLAN <br /> DECEMBER, 2025 <br /> N <br /> OWNER <br /> SBG ACAMPO LLC <br /> 625 CORTNEY DRIVE <br /> ELKO, NV. 89801 <br /> 0 30 60 120 (209) 990-2539 <br /> SCALE: 1"=60' ENGINEER <br /> DILLON & MURPHY C/O JOE MURPHY <br /> P.O. BOX 2180 <br /> 847 N. CLUFF AVENUE, SUITE A2 <br /> LODI, CA. 95241 <br /> (209) 334-6613 <br /> LEGEND: <br /> AC ASPHALT CONCRETE <br /> 60' A.P.N. ASSESSOR'S PARCEL NUMBER <br /> DRWY DRIVEWAY <br /> EX. EXISTING <br /> SF SQUARE FEET <br /> TYP. TYPICAL <br /> I � 1266' f25' <br /> + + + + + EX. ASPHALT PAVEMENT <br /> Q + + + 70' 67' + + + + + + o <br /> + + I + + + + + + 90 <br /> Q + + + + + + + + + + + + + + + 35' <br /> O + + + + + + + + + + + + � e EX. CONCRETE <br /> e <br /> 100% SEPTIC + + + + + + + + + + + + + + <br /> r REPLACEMENT + O + + + + + O + 2+5'' �1 rF12' (TYP.) <br /> W AREA (TYP.) + - + + + 01 ♦ EX. GRAVEL OR RECYCLED ASPHALT <br /> (' EX. OVERHANG + _ + + + + + + + + + + + + 52' PROPOSED FENCE <br /> + + + + + + + EX. SHED <br /> o I I EX. SEPTIC + + + + + + + + +— + + + + + <br /> Z � � (TYP.) + + + + + + �F12 (TYP.) + + EX. LANDSCAPING <br /> + + + + + + + + + + + + + + + + X EX. (�PjENCE 30' ;n 30' <br /> ir EX. OVERHANG "� 00 <br /> O <br /> �. I rE <br /> + + + + + + + + + HOUSE + <br /> c� PROPOSED AGGREGATE BASE <br /> + + + + + + + + + + + + 9+ + + <br /> W + + + + + + + + --� PROPERTY LINE <br /> � ED �EX. SHED + + + + +D + + EX. SHED + + + + + - - RIGHT-OF-WAY LINE <br /> EX. SHED e 05 + + + + J - CENTERLINE <br /> SEE NOTE 11 ' <br /> + + +PROPOSED STATI 52 <br /> EX. OVERHANG + + + <br /> � + + + + 0 + + + i WATER TANK + + ��12' (TYP ) ♦ _ CENTERLINE <br /> + + + + + + + + + + + + + PROPOSED POND 6C' �� <br /> O + + + + + EX. OVERHANG + + + + + <br /> + + + + + + + + + + + + + + + + + �X EX. FENCE <br /> + + + . . . . . . <br /> + + + + + + + + + + + + + + + 'n 50 <br /> 19 + + + + + + + + + + + K) <br /> + + + 1266' + + + X PROPOSED FENCE <br /> Z EX. WELL <br /> I 1 p' EX. WELL EX. FENCE <br /> (TYP.) (TYP.) <br /> 90 TOTAL PARKING STALLLS <br /> 59' <br /> I � <br /> � I <br /> I I <br /> I / I <br /> 0 <br /> Q <br /> O <br /> W <br /> Uj <br /> C� <br /> * 1. I ESSIO1 <br /> LL- <br /> 99 CID <br /> Ld <br /> z w <br /> rn g a 45277 <br /> Ld Y �* -IXF 9-300-26 Z <br /> . �+3 <br /> Of <br /> Of 0 <br /> Uj Know what's below. <br /> E OF C <br /> Call before you dig. <br /> JAHANT ROAD z JAHANT ROAD <br /> NOTES: PARKING NOTES: dp <br /> 1. APN: 005-180-45 TRUCK STALLS (12'X70'): 90 STALLS o <F DILLON & MURPHY <br /> 2. SITE ADDRESS: 23900 N. ST. RT. 99 E. FRONTAGE ROAD, RV STALLS (12'X35'): 50 STALLS x W ENGINEERING <br /> ACAMPO, CA. 95220 uwj <br /> 3. WATER: EX. PRIVATE WELLii7 <br /> z <br /> 4. SANITARY SEWER: EX. SEPTIC SYSTEM z 847 N. CLUFF AVENUE <br /> 5. STORM DRAINAGE: PROPOSED POND EXISTING STRUCTURES: 0 SUITE A-2, LODI, CA 95240 <br /> 6. GENERAL PLAN: A/I 0 EX. HOUSE — 2936 SF L DILLON & MURPHY <br /> (209) 334-6613 <br /> ZONING: Al 02 EX. GARAGE - 572 SF (22'X26') rn E N G I N E E R I N G <br /> 7. FLOOD ZONE: ZONE X, MAP NO. 06077CO16OG DATED ( EX. HOUSE — 1,012 SF (22'X46') CF)°' SBG ACAMPO, LLC <br /> OCTOBER 20, 2016. ® EX. SHOP — 1,512 SF (36,X42,) PROJECT SITE <br /> 8. ALL IMPROVEMENTS ARE EXISTING, UNLESS NOTED. Q5 EX. GARAGE — 576 SF (24 X24 ) N 23900 N. ST. RT. 99 E. FRONTAGE ROAD <br /> 9. THERE ARE NO OAK TREES TO BE REMOVED FROM THIS SITE. © EX. HOUSE — 1,868 SF U' <br /> 10. THERE ARE NO OFFSITE WELLS OR SEPTIC SYSTEMS WITHIN Q7 EX. SHOP — 4192 SF z <br /> 200' OF THE PROPERTY LINE. z SITE PLAN <br /> 11. THE CENTER ROW MAY BE USED FOR DOUBLE STACK <br /> RV PARKING, RESULTING IN A TOTAL OF 46 TRUCK STALLS <br /> (12'X70') AND 94 RV STALLS (12'X35'). VICINITY MAP SAN JOAQUIN COUNTY, CALIFORNIA <br /> NOT TO SCALE DECEMBER, 2025 <br /> REV. NO. DESCRIPTION DATE SCALE: 1"=60' BENCHMARK: N/A SHEET N <br /> ELEVATION: N/A <br /> DRAWN BY: EH 1 <br /> DESIGNED BY: DESCRIPTION: N/A OF 1 SHEETS <br /> CHECKED BY: JM DATUM: N/A JOB N0. <br /> N <br /> 25133 <br /> AS BUILT BY: <br />