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SITE P <br /> BUILDING TABLE JUNE, 2023 <br /> NO BLDG. DESC. SQUARE FEET GEN. ❑fM. <br /> N B1 EX. HOUSE 2,550 (51'X57') GINO TORLAI AND <br /> B2 EX. GARAGE 592 (26'X23') EUGENIO BENAVIDES REV SED S ISE PLl"..A <br /> B3 EX. OVERHANG 287 (13'X21') P.Q. BOX 663CLEMENTS, CA, 95227 Applicaficn# <br /> PA2MaaA__. <br /> B4 EX. SHED 257 (17'X15') <br /> B5 EX. SHED 768 (29'x26') (775} $� -688a Received 8y - On ka� 3 <br /> 0 100 200 400MARDEN WILBER <br /> 86 EX. SHED 333 (23 7{14'} P.O. BOX 750 <br /> SCALE: 1"-200' B7 EX. SHED 143 (10'X14') <br /> CLEMENTS, CA. 95227 <br /> B8 EX, SHED 629 (27'X23,) (209) 759-3914 <br /> B9 EX. BARN 4,591 (77'x61') r'.s�:� <br /> B10 EX. HOUSE 1,303 (38'x48') EN <br /> B11 EX. GARAGE 650 (24'X27') 'coc- <br /> DILLON & MURPHY <br /> B12 EX. SHED 1,831 (51'X36') C/O JOE MURPHY <br /> 613 EX. HOUSE 6,060 (95'X89') P.0. BOX 2180 <br /> LODI, CA. 95241 �* �' • <br /> C 1 V_ <br /> (209) 334-6613 <br /> 100' R/W , NOTES <br /> ' 1. APN: 023-030-45, 023-030-25, <br /> 023-100--31 AND 023-100-18. <br /> J 2. WATER: WELL <br /> EX. OFF-SITE WELL 1 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 /> DRWY a ` 6. ZONING: AG-40 <br /> l 7. SITE ADDRESS: 22659 AND 22801 N. JOHNSON <br /> EX. GRVL 528' A ROAD, 20530 AND 20850 E. STATE ROUTE 12 <br /> DRWY 2679' CLEMENTS, CA. 95227 <br /> 25' <br /> EX. OFF-SITE SEPTIC 1 , 8. FLOOD ZONE: ZONE X, MAP NO. 06077CO205F, <br /> tt �' SYSTEM IS 60't �' AND 06077CO210F, EFFECTIVE 10/16/2009 <br /> '00fE N 159 Ex. GRVL FROM PROPERTY , 9. DIMENSIONS SHAWN ARE APPROXIMATE. <br /> 100' R W EX. GRVL HIGHWAY �A70 PRIVATE <br /> 150 10. B10 IS APPROXIMATELY 13' FROM B11. <br /> / DRWY TA"[E -18� B1a O ROAD ` 11. B12 IS APPROXIMATELY 130' FROM 813. <br /> S B11 C14 _ 12. B1 IS APPROXIMATELY 6' FROM B2. <br /> ca i 13. B4 - B7 ARE APPROXIMATELY 6' APART <br /> EX. GRVL 456 24 FROM EACH OTHER. <br /> DRWY B3 <br /> 14. B7 IS APPROXIMATELY 55' FROM B9. <br /> 64 WELL PARCEL 1 15. B7 IS APPROXIMATELY 89' FROM B8. <br /> 16. ALL SEPTIC SYSTEMS AND WELLS FOUND WITHIN <br /> 44' B9 9.5 ACRES 150' OF PROJECT ARE PER EHD RECORDS. <br /> B1 F5 EX. FNC ��" EX. FNC EX. WELL IS PARCEL Z <br /> B7 <br /> LEGEND <br /> 86 X r X 23't FROM PL 111.5 AC �� <br /> 6g 126' A.P.N. ASSESSOR PARCEL NUMBER <br /> 62 <br /> EX. SEPTIC � BLDG. BUILDING <br /> B12 <br /> SYSTEM LOT LINE TO _ _ � - _ CL CENTER LINE <br /> DRWY DRIVEWAY <br /> EX. POND BE ADJUSTED <br /> _--- DIM. DIMENSION <br /> 50' <br /> (.0 <br /> 58' r' EX. CL BEAR CREEK DESC. DESCRIPTION <br /> d 13 _ i EX. EXISTING <br /> � . <br /> _ GEN. GENERAL <br /> j �Ek ti <br /> LOT LINE TO 30' dd I POOL 56 GRVL GRAVEL <br /> . o <br /> BE ADJUSTED I {n FNC FENCE <br /> OD462' i") l °3 PL PROPERTY LINE <br /> �.'4 • X ]---� OUR <br /> X EX. FENCE <br /> Ex. SEPTIC 19 � <br /> SYSTEM <br /> EARCELA -- I EX, PAVEMENT <br /> 10.0 AC PARCEL 3 <br /> Ex. CL BEAR CREEK <br /> 46.5 AC <br /> 417' 405 '60 <br /> I w <br /> f � <br /> J� 01 s <br /> 'n ` EX. GRVL PRIVATE ROAD <br /> 2010' LEADING TO JOHNSON ROAD <br /> 12 <br /> 2690' LOT LINE TO X 88 <br /> BE ADJUSTEDo <br /> 20' � Q <br /> 1320' <br /> \ � a <br /> a 0 <br /> z <br /> EX. CL BEAR CREEK , _ I <br /> o <br /> 1320' z <br /> Q <br /> SITE <br /> Li <br /> W <br /> �, <br /> ACAMPO ROAD <br /> VICINITY MAP <br /> N.T.S. <br /> 22155 <br /> S:\2022\22155\DWG. FILES\SITE PLAN 22155.dwg Jun 20 <br />