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REVISED SITE PLAN <br /> Application # 5� <br /> On <br /> J <br /> 129.59 <br /> 125.97 Q4T ROAD S8945'00" Z .8.23 DIRT ROAD 129.86 <br /> 124.55 X 22.84 262.92' 125.89 125.70 397.00' 124.77 125.2 130 <br /> 128.45 .00 <br /> 128.17 $59.93' 129.37 130.43 VINE AVENUE <br /> IRR G <br /> 125.61 <br /> 1 16.99 129.46 <br /> IRR GV-111 <br /> SAN <br /> 124.78 TF FF <br /> 128.19 �QOQ <br /> O <br /> IRR G LEMON AVENUE <br /> 1� X 123.11 1 4.16 . . . <br /> XX 120.07� 4:85 X122.33 x122.90 x 12749 x 12797 x 13056 X NARCISSUS ROAD <br /> 12659 <br /> 1 6.49 m <br /> NEW LOT 2 129.60 <br /> 127.39 <br /> 0 <br /> IRR Gbi <br /> a <br /> z z <br /> 126.85 = j <br /> SITE <br /> I C o <br /> I131.09 n, <br /> 119.06 x 119.59 a <br /> X 24.91 X 124.57 X 124.92 x 12 .98 X 128.02 X 129.07 X 128.78 128.87 = <br /> 1 IRR GVA <br /> 0 <br /> o . 126.40 -- <br /> No JONES ROAD <br /> iA()IR <br /> NEW LOT 1 ''' � - o R VICINITY MAP <br /> - rq� m NOT TO SCALE <br /> PP <br /> WATER PUMP 130.69 <br /> 127.83 GUY 128.34 128.34 <br /> 129.86 IRR <br /> 132.90130 69 STAND BOX G <br /> 12204 128.03 131.33 _- AREA TABLE <br /> x 123.94 x 125.67 X 129.94 PP-Y �� x 122.05 130.02 LOT BEFORE LLA AFTER LLA <br /> X 123.48 x 123.38 131.35 29.31 129.64 1 870,871 S.F.t 457,025 S-F.± <br /> a LOT LINE ��� 128.54 fRR G 2 870,871 S.F.t 1,284,717 S.F.t <br /> TO BE REMOVED a WATER PUMP <br /> o � � <br /> o � <br /> 122.94 <br /> "' 126.75 2120 GRAPHIC SCALE <br /> fRR G <br /> 100 0 50 100 200 400 <br /> PROPOSED <br /> LOT LINES <br /> { IN FEET ) <br /> 1 inch = 100 ft. <br /> 127.72 17.84 ���S(/qG <br /> 121.00 X 133.74 LEGEND: <br /> ND: <br /> x 120.73 x 120,63z <br /> 120.05 X 118.51 126.67 x 126.76 IRR G 01� <br /> X 120.81 <br /> } ,SMI <br /> X122.12 BWF BARBWIRE FENCE <br /> pp DW DRIVEWAY <br /> GV GATE VALVE 7 <br /> IRR IRRIGATION <br /> LANDS OF RODRIGUEZ 22.65 PP POWER POLE 9��OF CA`,,FO <br /> DOC. if 87091806 17.81 <br /> 117.81 <br /> E 129.08 6 9 APN: 247--190-05 119.57 _ <br /> 127.44 IRR G <br /> PP X 128.19 X'4j 204.78' S�J50'Q 12" IRR <br /> X 128.96 128,81 IIR GV 12" IRR S 1. ALL DISTANCES ARE IN FEET AND DECIMALS THEREOF. <br /> 128.75 x .201.2p, 128.31 STAND PIPE 2. THE DATE OF THE FIELD SURVEY WAS JANUARY 5 AND 6, 2005. <br /> 128.71 127.44 STAND PIPE X 124.58 X 123.31 X 127.33 m <br /> 129.07 =PMEN 1 8.29 <br /> 129.10 BARN -Ti <br /> 129.73 �9.4 X 130.13 <br /> 128.77 SEPTI LOT INE ADJUSTMENT <br /> 131. x X 128.50 <br /> HOUS 1281go NSIDE128-50 129.59 xx128.12x132.01 127 d5 122.72 OF A PORTION OF THE NORTH HALF Y2) OF THE <br /> 128.51 X 127.96 <br /> 128.17 X X 128.43 x 129.69 X X 129.67 <br /> 128 66 x X130.40 LANDS OF THOM x127 91 ARAG IRR G SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 2 SOUTH, <br /> 128.45 1 9.41 DOC. 1: 99128991 133.77 WELL 128.69 X IHOUSI <br /> RANGE 9 EAST, MOUNT DIABLO BASE AND MERIDIAN. <br /> 129.80 APN: 247-190-04 126.0 x 128.75x x 127.89 <br /> 7 HOUSE ](eEPTIC X X 128.33X 127.67 131.47 129.77 <br /> P1p28.34 x 2g.5d 128.21 x123.10 29 $0 UNINCORPORATED SAN JOAQUIN COUNTY CALIFORNIA <br /> 8" IRR <br /> 133.03 128.69 STAND PIPE <br /> 128.72 X 128.35 FEBRUARY 2005 <br /> 130.58 <br /> 128.60 DW 128.64 128.47 129. 9 D'N DW 128.14 DW 22,08 128.79 130.23 <br /> 1 .651 1 X 128.86 PPX 659.93' 129.05 EDGE-OF-PAVEMENT PP 128.64 128.80 1 8.59 X 12$,73 129.14 659.93' 1 129.87 <br /> X1 M U I R CONSULTING, INC. <br /> 128.88. JONES RO % 40 ' R / W ) S89.45'00'E 129.5 N <br /> 129.11 128.72 460 N. YOSEMITE AVE., SUITE #9 <br /> OAKDALE, CA 95361 <br /> (209) 845-8630 FAX (209) 845-8639 <br /> INC. <br /> SURVEYING • G.I.S. • G.P.S. <br /> www.muirconsultin g.Com <br /> SHEET 1 OF 1 <br />