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/40, 5}7,03' N 0'06'F 6" 5296.34' <br /> - --- - - -------- - ---- <br /> `r N 0'06'16" f 720.58' <br /> N 4'06'42 W <br /> O1\ <br /> N 59'58'44"w <br /> 1 q 30.00' / <br /> SITE PLAN <br /> 94-� <br /> Jul o0 y� �s ooh Application # x_ 9-1Z-mss <br /> Received Sv On <br /> o, I <br /> I � <br /> �`• <br /> • $, N 6758'59 E I6'E <br /> 1 14.00' / <br /> Ln <br /> /? <br /> OA <br /> 1 R-400.00' $ D <br /> f ' <br /> A=36'10' <br /> i N O'O6'15'E L=252.49 �y <br /> 1 180.00' N 5' 626"E T /� �p to `� 12' BENCH <br /> Z Y g $ �\�� (TYR) <br /> Jn 01 EXISPNG 30' ACCESS 3'49'44'* 1 ENCH 2:1 (TYP) <br /> 10 91EASEMENT VOL.421 7 O.R.247 99.48' ( ) <br /> ti l S W I 5 4.4 4'�� <br /> Q Z N7349'44"W �2,1 TYP) _ � / <br /> 105.17' I r' / PGT-PG&E PIPELINE EASEMENT PARCELS <br /> 1 <br /> � <br /> L- �' 1-10 INST. NO 92120745, S.J.C.R.' - � ,50 // <br /> S C1D6'15"w N 76'29'22'E <br /> 194.46' a z F <br /> V 1 tir— <br /> R�-1 D0.DOm Z CD �a / <br /> A=92'50'45 <br /> L-162.05' <br /> pQ- <br /> I <br /> I P <br /> i <br /> PHASE 1 ' N / <br /> SURFACE A EA 99.87 acres to / <br /> BOTTOM EL 'DATION 140 p � / / <br /> mak, / N 0'12'00" 7D 3' <br /> BOTTOM A A 26.2 acres <br /> CUT VOLUM 16401526.73 CY UY <br /> [n <br /> N ,A'V / <br /> ' C? 0.� / cn <br /> �. N ��6+ 1 <br /> z C <br /> o a c <br /> vii, <br /> g d <br /> PHASE 4 - <br /> \ SURF=ACE AREA 73 acres <br /> hhi/ �4 BOITOM 10 <br /> BOTTOM AREA 20,2 TION 1 <br /> 20,2 accres � <br /> 6J t C4 p CUT VOLU►!r: 11283866 CY <br /> Ir <br /> 1Q, - 2' 8E, CH <br /> '\ (TYP <br /> l BENCH 12' BENCH (T1'P) - C <br /> 2:1 (TYP) - <br /> t+ z 22' PAVED �``� <br /> m ACCESS ROAD QQ 0a'�kC71i <br /> L} 5 5817'01"w,� <br /> 207.00' <br /> 0 �. m // (61 PHASE 8 <br /> r�41 BORTTOMIEELEVATIDN.B 1acres <br /> N 83'47'01'w $ <br /> BOTTOM AREA 25.6 acres <br /> VOLUME 13778889.12 Chi J N 0'46'54"E <br /> rn Av �.r QFJ / t1fc [7 F, , 119.62' <br /> 0 o I } 6. <br /> 9 0 <br /> I� <br /> o u xQ� Q�J� q�R° I �I <br /> AE NJ 10 <br /> m ' zI G 1p NOTE: PARTIALLY ADAPTED FORM MAPPING <br /> k / " I PREPARED BY DU.ANE C. K108ALL <br /> 2450& . 534MENT /y // �°Cn r`V // 12' BENCH (TYP <br /> P T, 9`6 <br /> OF E 31 <br /> 20' PIPELINE EASEMENT 3102 O.R. 375, S.J.C.R. PH A S / 2:1 (TyP) n { �� <br /> V ^1h SURFACE 23.2 acrep / n / <br /> $OTT LFATION 180 4 12' BENCH (TYP) `* <br /> \\ y DM AREA 5.9 acres-- GALES tr <br /> CUT VoLumE 2207298,67 CY / rr z �I 300 0 300 900 <br /> P.T. & T. EASMENT 2950 D.R. 534 �p <br /> ° � A 7 48"w <br /> Q .96' IF Scale 1 " 300 ft <br /> / \ 25' INGRESS & EGRESS ESMT, <br /> 5 3749'35-w —~S 4'25'JO yy <br /> 146.59' glb.J S 0'12'45- W 1189 567' N D 12-45" E 769.24' -- -- -- - <br /> 5 0'12'45" W !69231' S 0'2'45' W 810.82' <br /> S B 53'07'E 1 { — — <br /> 180.07' S D'12 42 w / PCT-PG&L PCT—PPIPELINE EASEMENT CELS <br /> 5 56'41'04"w 400.00' 1-10 INST. NO 92120745, S.J.C.R. <br /> 179.70' S 25'58'28'E <br /> 228.51' INTERSTATE ROUTE b <br /> S 05'50"w S 0705'50' W 2649,59' <br /> - -- 0'b71.92' 571.87' <br /> M1ENT 1834 O.R. 425 5 005'15 W 2653.75' 5 0'8'20' W 5290.64' <br /> h <br /> a <br /> OWNERSHIP OF DOCUMENTS REVISIONS OFFSSI DESIGNEDURO WN SAND, INC. SHEET` <br /> THIS DOCUMENT, AND THE IDEAS AND DESIGNS No Revision Date Made Chkd. AppdS T 0 A R & ASSOCIATES l <br /> INCORPORATED HEREIN, AS AN INSTRUMENT OF DRAWN D. DUERKSEN <br /> �v 0 9�� <br /> PROFESSIONAL SERVICE, PROPERTY of CHECKED R.M.SI-ODDAR0- C O N S U I- i N G CIVIL ENGINEERS gyro, * DATE BROWN SAND QUARRY, SAN JOAQUIN COUNTY, CALIFORNIA of <br /> STODDARD AND ASSOCIATES <br /> ANAND IS NOT TO BE <br /> x USED IN WHOLE, OR IN PART. FOR ANY OTHER AND LAND SURVEYORS ap. 3�31NI5 <br /> SROJECT WITHOUT <br /> E RITTEN AUTHORIZATION OF sf CIV�� �R APPROVED 26407 MINING PLAN <br /> 1120 WEST I STREET, SUITE C * LOS 8AN05, CALIFORNIA 93635 <br /> -- TELEPHONE (209) 826---5155 * FAX (209) 826-3307 Tj£ R.C.E. NO, DRAWING N0, <br /> DATED CAODUPLICATE OF ORIGINAL BSI-95-101 <br /> ! <br />