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SITE PLAN <br /> BUILDING TABLE MAY, 2023 SITE PLAN <br /> NO BLDG. DESC. SQUARE FEET GEN. DIM. 8 4 <br /> B1 EX. MOUSE 2,550 (51'X57') Application # �� <br /> GIN 0 TORLAI AND Received By 5'14 _ _On . 3 3 1r3 <br /> N <br /> 82 EX. GARAGE 592 (26'X23') EUGENIO BENAVIDES <br /> B3 EX. OVERHANG 287 (13'X21'} P.D. BOX 663CLEMENTS, CA. 95227 <br /> B4 EX. SHED 257 (17'x15') (775) 815-6880 <br /> B5 EX. SHED 768 (29'X26') <br /> 0 100 200 400 <br /> 86 EX. SHED 333 (23'X14') MA N WILBER <br /> P.O. BOX 750 <br /> SCALE: 1"=200' 87 EX. SHED 143 (1O'X14') CLEMENTS, CA. 95227 <br /> BS EX. SHED 629 (27'X23') (209) 759-3914 <br /> B9 EX. BARN 4,591 (77'7(61'} c�4 E I�AEIkpNq� <br /> B10 EX. HOUSE 1,303 (38'x48') EN <br /> �� �� �� �`• <br /> B11 EX. GARAGE 650 (24'X27') FRr <br /> DILLON & MURPHY No.^•277 <br /> 812 EX. SHED 1,831 (51'X36') C/O JOE MURPHY * axes-30-24 <br /> 813 EX. HOUSE 6,060 (95'X89') P.O. BOX 2180 5LDDI, CA. 95241 zr�grF -- <br /> (209) 334-6613 -_QF CAS <br /> 100' R/W ' l NOM <br /> 1. APN: 023-100-31, 023-030-25 AND 45 <br /> 2. WATER: WELL <br /> 3. SANITARY SEWER: SEPTIC SYSTEM <br /> EX. OFF-SITE WELL ` 4. STORM DRAINAGE: NATURAL DRAINAGE <br /> IS 50'1 FROM 5. GENERAL PLAN: A/G <br /> EX. GRVL PROPERTY 6. ZONING: AG-40 <br /> l 7. SITE ADDRESS: 22659 N. JOHNSON ROAD, <br /> DRWY `� = 1 2679' 20530 AND 20850 E. STATE ROUTE 12 <br /> Ex. GRVL 528' 1 CLEMENTS, CA. 95227 <br /> DRWY 8. FLOOD ZONE: ZONE X, MAP NO. 06077CO205F, <br /> 25' EX. OFF-SITE SEPTIC , AND 06077CO210F, EFFECTIVE 10/15/2009 <br /> �2 SYSTEM IS 60'1 150 9. DIMENSIONS SHOWN ARE APPROXIMATE. <br /> Ex GRVL FROM PROPERTY ` 10, 810 IS APPROXIMATELY 13' FROM 811. <br /> GRVL WAY 120 PRIVATE _ 11. B12 IS APPROXIMATELY 130' FROM B13. <br /> 100' R/W DRWYH� �a�' B10 '�, ROAD <br /> � 12. 61 IS APPROXIMATELY 6 FROM B2. <br /> 5TA B11 <br /> 45 _ j <br /> 13. B4 - B7 ARE APPROXIMATELY 6' APART <br /> 6, 24' csa <br /> FROM EACH OTHER. <br /> X. GRVL <br /> DRWY X N 14. B7 IS APPROXIMATELY 55' FROM B9. <br /> 15. B7 IS APPROXIMATELY 89' FROM B8. <br /> 84 WELL 1 16. ALL SEPTIC SYSTEMS AND WELLS FOUND WITHIN <br /> 44' B9 9.5 ACRES 150' OF PROJECT ARE PER EHD RECORDS. <br /> B1 B5 EX. FNC i- " EX. FNC EX. WELL 15 <br /> PA L <br /> °cv° 86 B7 x r x 23'1 FROM PL APN- 023-100-31 A.P.N. ASSESSOR PARCEL NUMBER <br /> B2 B8 126' 110.8 AC <br /> £X. SEPTIC BLDG. BUILDING <br /> CL CENTER NE <br /> SYSTEM <br /> 812 DRWY DRIVEWAY <br /> LOT LINE TO <br /> EX. POND BE ADJUSTED EX. CL BEAR CREEK DIM. DIMENSION <br /> DESC- DESCRIPTION <br /> 50' $� r- EX. EXISTING <br /> r <br /> 813 GEN. GENERAL <br /> GRVL GRAVEL <br /> LOT LINE TO 30' !80 1 POOL 56' o FNC FENCE <br /> C14 BE ADJUSTED rn PL PROPERTY LINE <br /> oLOa 462' r — 150 EX. CONTOUR <br /> X X EX. FENCE <br /> EX. SEPTIC 19, <br /> SYSTEM EX. PAVEMENT <br /> PARCEL .3 EX. CL BEAR CREEK <br /> 56.5 AC <br /> 417' <br /> m <br /> cp <br /> cLn <br /> S <br /> o ` <br /> 2010' <br /> EX. GRVL PRIVATE ROAD N <br /> _ 2690' LEADING TO JOHNSON ROAD g8 12 <br /> a <br /> 0 <br /> C <br /> 0 <br /> EX. CL BEAR CREEK z <br /> SITE <br /> J <br /> U <br /> ACAMPO ROAD <br /> N.T.S. <br /> 22155 <br /> S:\2022\22155\DWG. FILES\SITE PLAN 22155.dwg May 01 <br />