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SITE PLAN <br /> BUILDING TABLE SEPTEMBER, 2023 <br /> NO BLDG. DESC. SQUARE FEET GEN. DIM. OWNER <br /> N B1 EX. HOUSE 2,550 (51'X57') GINO TORLAI AND <br /> B2 EX. GARAGE 592 (26'X23') EUGENIO BENAVIDES <br /> 83 EX. OVERHANG 287 (13'7(21'} P.O. BOX 663 <br /> B4 EX. SHE 257 (17'X15') REVISED SITE PLAN CLEMENTS, 68.9 5227 <br /> B5 EX. SHED 768 (29'X26') Q <br /> 0 100 200 400 B6 EX. SHED 333 (23'X14') PA-2300084 P.O.MARDEN BOxw75DER <br /> SCALE: 1"=2a0' B7 EX. SHED 143 (10'X14'} <br /> Application # CLEMENTS, CA. 95227 <br /> B8 EX. SHED 629 (27'X23') (209) 759-3914 <br /> 89 EX. BARN 4,591 (77'x61') Received By N .A. On 09/26/2023 <br /> B10 EX. HOUSE 1,303 (38'X48') V� �aE lv1URPy� �o� <br /> B11 EX. GARAGE 650 (24'X27') EN <br /> DILLON & MURPHY <br /> B12 EX. SHED 1,831 (51'X35') No.7269 C/O JOE MURPHY <br /> B13 EX. HOUSE 6,050 (95'X89') FXP.12-31-2d'f , P.O. BOX 2180 <br /> LODI, CA. 95241 <br /> ��qTE <br /> OF CA��Fp , (209) 334-6613 <br /> 100' R/W - , NCS <br /> ' 1. APN: 023-030-45, 023-030-25, <br /> 023-100-31 AND 023-100-18. <br /> I 2. WATER: WELL <br /> EX. OFF-SITE WELL 3. SANITARY SEWER: SEPTIC SYSTEM <br /> IS 50'f FROM 4. STORM DRAINAGE: NATURAL DRAINAGE <br /> EX. GRVL PROPERTY 5. GENERAL PLAN: A/G <br /> - ` 6. ZONING: AG-40 <br /> DRWY = ` <br /> 2679' 7. SITE ADDRESS: 22559 AND 22801 N. JOHNSON <br /> � � <br /> EX. GRVL 528' ROAD, 20530 AND 20850 E. STATE ROUTE 12 <br /> DRWY 2659 ' <br /> 1ge66 548' I � CLEMENTS, CA. 95227 <br /> EX. OFF-SITE SEPTIC 8. FLOOD ZONE: ZONE X, MAP NO. 06077CO205F, <br /> �� 25 �' N SYSTEM IS 60't , AND 06077CO210F, EFFECTIVE 10/16/2009 <br /> RV"'� 159 EX. GRVL <br /> 0 I FROM PROPERTY , 9. DIMENSIONS SHOWN ARE APPROXIMATE. <br /> 2 10. B10 IS APPROXIMATELY 13' FROM B11. <br /> 100' R/W EX. GRVL 1GOWAY 11 ' -9 PRIVATE 150 <br /> DRWY TA~� N l81 81 D ROAD i ` 11. 612 15 APPROXIMATELY 130' FROM 813. <br /> S611 I o _ 12. B1 IS APPROXIMATELY 6' FROM B2. <br /> X. GRVL 456 24 I `D 13. B4 - B7 ARE APPROXIMATELY 6' APART <br /> DRWY B X I FROM EACH OTHER. <br /> 14. B7 IS APPROXIMATELY 55' FROM B9. <br /> B4 WELL PARCEL 1 15. B7 IS APPROXIMATELY 89' FROM B8. <br /> 44' B9 10.0 ACRES I 16. ALLSEPTIC SYSTEMS AND WELLS FOUND WITHIN <br /> 61 B5 EX. FNC r ' EX. FNC 1 50't FROM PL PARCEL 2 EX. WELL IS 150, OF PROJECT ARE PER EHD RECORDS. <br /> B7 x I 126' 111.0 AC �� LEGEND <br /> 66 <br /> A.P.N. ASSESSOR PARCEL NUMBER <br /> B2 Bg <br /> BLDG. BUILDING CL CENTER LINE <br /> EX. SEPTIC � <br /> SYSTEM 812 LOT LINE TO J <br /> � <br /> EX. POND 0 BE ADJUSTED . _ r - r r DRWY DRIVEWAY <br /> DIM. DIMENSION <br /> 50' 58 N DESC. DESCRIPTION <br /> 0 EX. CL BEAR CREEK <br /> CD x B 3 _ _ EX. EXISTING <br /> ter. EX. 76' - GEN. GENERAL <br /> LOT LINE TO 30' <br /> GRVL GRAVEL <br /> BE ADJUSTED b8 I POOL l oO FNC FENCE <br /> co 462' I _ °7 PL PROPERTY LINE <br /> 150 — EX. CONTOUR <br /> X---* EX. FENCE <br /> n EX. SEPTIC 19 r <br /> PARCEL 4 SYSTEM - - t EX. PAVEMENT <br /> 10.0 Ac PARCEL 3 �� <br /> EX. CL SEAR CREEK <br /> 46.5 AC <br /> 417' <br /> x}05' I ca <br /> 1 c`Dn <br /> r t <br /> qK <br /> ❑ <br /> 00 6- <br /> 2010 EX. GRVL PRIVATE ROAD D <br /> LEADING TO JOHNSON ROAD <br /> Ln <br /> � � l <br /> Z N 12 <br /> I r 2650 r LOT LINE TO $$ <br /> r r _ BE ADJUSTED _ _ -6 <br /> 1,320f0 <br /> N <br /> EX. CL BEAR CREEK - 1320' <br /> z SITE 0 <br /> SEE DETAIL "A" w <br /> uj <br /> w <br /> ACAMPO ROAD <br /> N V ONITY MAP <br /> LOT LINE TO 150' N.T.S. <br /> BE ADJUSTED 20' WELL Q <br /> 1320' 6' Q <br /> HOUSE <br /> SEPTIC 1.320' <br /> SYSTEM fi' <br /> ,. 8'X25' <br /> DETAIL A <br /> SCALE: 1"=50' <br /> 22155 <br /> S:\2022\22155\DWG. FILES\SITE PLAN 22155.dwg Sep 26 <br />