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Hmong Christian Church <br /> 4040 Clark Drive <br /> Stockton California <br /> EARTH SMEM COGdSLILTAMS <br /> NORTHERN CALIFORNIA <br /> 555 W. Benjamin Holt Drive, #322 <br /> Stockton Ca 95207 209 957-6122 <br /> Date: June, 1992 File No. . NSS -9032-01 <br /> t , <br /> 55' 120 CMP TRASH DOMOSUR£ <br /> c• \ ` CULvcttT Sex WiLODOG PLANS <br /> ri <br /> WjNaiM <br /> CONST Ce 1 CONST Co ., l M . <br /> I1 Ald X40 M w w . .t u w w w c- w w to � •ma <br /> a.H it - <br /> LLJ __i INV 28 <br /> MW 29:00 �_- .� ! i aNV��p 9�Ofl02 C01+ST C8 <br /> 329_i.wBu/JII "all 106 l <br /> 1 lFry 2s 60 <br /> PROPOSED' LOCATION iMELL ^, i <br /> ?.I o - <br /> s <br /> .. a � . 13 tt ,. ,. j <br /> OC CB I Y RESIDENCE II <br /> � � �.a R FIN FLR i SITE PLAN <br /> t-- �— �-- I EL 31 . 80 <br /> t � <br /> " " r�• � , Ts � � s <br /> QI \ n it s to or u v i. a sn n 1 a. a x 04 ss ss x n GAL 2 n C <br /> AT <br /> �� � t90D GAL I <br /> SEPTIC TANK <br /> w BENCH MARK : TM so <br /> SPIKE IN SOUTH FACE OF OFFICE <br /> ` O POWER POUF ELE '.. 31. 63 RESTROOMS i Approximate excavation location <br /> USGS DATUM l <br /> CID F1 FLRAT <br /> s ACH LINES <br /> r ELN3 80 rH 36-. ITS 1 <br /> 4 <br /> 1Q PERCOLATION TEST LOCATION <br /> Z - - - - - , �t n x 3- 3 Cr ES <br /> s I = TM • PI <br /> CHURCH CLSRM <br /> b <br /> FIN FLR FIN FLR . <br /> EL 31 . 0 EL 31 . 80 r <br /> - COURTYARD <br /> CONST Cs ' <br /> 9a RIM 31 . 30 a� I I - ^, <br /> INV 26. 291 S <br /> TP - 3 <br /> z <br /> TP - 1X05 TP - 2 I <br /> 3 <br /> — — J a i <br /> DOTTOtr OF POND EL 21 .4 � <br /> L%%w� ExISTING TREES _ $ STORM RETENTION POND ' <br /> TO REMAIN <br /> b? CLSRM a f RED•G CAP 4at750 CF cl <br /> FIN FLR7 = z PROW 4.9 <br /> CAP .700 CF <br /> 4cb <br /> EL 31 . 80RIP <br /> ' <br /> TALL <br /> 4G AT yo. DO25 <br /> 178' 17 SD 190 15- So I r . <br /> 0 AT S-0.002 <br /> ` CONRIJ, T Di �rkN 17 '44' 00" IN cot'+sT a 1007 . 50 <br /> Nv 25. 69 RIM 29 . 50 <br /> INV 25.33 <br /> ; 16 .00 '-- -- - 96. 00 -- - - - .. . .j, 16.00 <br /> Scale 1 " = 45 ' r i <br />