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s <br /> I <br /> 1 <br /> I <br /> o <br /> F <br /> Af'/,4 <br /> Q 0 <br /> — 4 CgNf <br /> ° ROAD <br /> LEONARD IN I _ <br /> -r- <br /> 3q.o}.----- __ _ _ eaC.� x�hi PAV 4:t7 RIVER )� <br /> Dryq�D/N' G P o <br /> oar _ / <br /> _ D Qco <br /> 4 04 <br /> I�2.q t ' �M0 SCALE 1 - 50' . , <br /> to <br /> tst.8o Q1 cT DATUM U.S.G.S . ? CHEROKEE <br /> LA14E <br /> qo' to' �' � Z19•d6' A 563•'I`Ir �1 - <br /> P A�l rd G- <br /> "CAPEe �, Og' E. �� �OrhlEt� POLE J <br /> To rxl s. S.P. N'. To 5E MOgF-D ` <br /> Pow�R �'l SITE . <br /> 8� MoPoEC <br /> 10 <br /> '=Xjeeit 1HIr 0 Ifl' <br /> i�x''r VICINITY MAP <br /> r � <br /> 3 m <br /> � d <br /> x- 493 AC• fn m LpT 3 <br /> ;f SOT 4 {� SERVICES <br /> \ 2 w "' 3 <br /> N w - 1. 493 U) (L '4C WATER PRIVATE WELL <br /> } % 9 Ori r-j i `) o- AC' SEWAGE SEPTIC TANK <br /> Z 0 co rn �' STORM DRAINAGE : DRAINAGE FROM EACH LOT <br /> z m �� / 38 -7 U' kl�r AND ADJOINING ROADWAY SHALL BE RETAINED <br /> Q i Z ON THAT LOT FOR DISPOSAL BY PERCOLATION <br /> 39.5 <br /> 1N STORM DRAIN PONDS. <br /> !Ll . z <br /> E to <br /> 0 - <br /> 1L A r 1\ Q r � t xlsr 1 P, <br /> r CRr <br /> J L n is/coo F 1 0 r i Np1 �EDE�L <br /> 10,000 m <br /> F <br /> y �� r f o �� �lspaSA 5Q•REA 3$7 O <br /> D ` / <br /> r� 1q 8 <br /> S. SgdZ �h' vi 1 ~2 ,41 !-LL f \ �� i RCtiQD R IST, <br /> N . L4.2` cam/ Q f o 1v � !NG R w <br /> t~ / <br /> o O _ o o0 � <br /> �-• irl �5 O, Oq - :. .. �S.� � m c� s Iib' ! SO o <br /> rl <br /> Z 0 38'7 , y` 17G 15 , 0 ' / ib —�►—I <br /> 08 T_ 1 . - 5 _0 <br /> C „R„ VALUE = 5 <br /> EX1ST• S.T. !� `- ` 2 r 57' 85 /, ti 1N€ CUT E.xIST. & RPPLC K CoAT <br /> rAcC <br /> - -- - -, - ui C I SECTION 21/2SAC, III AB <br /> 10'000 SQ <br /> r. t <br /> O LEONARDINI ROAD <br /> Pt T-S r � <br /> r , <br /> N ` ~ 1 `� M d ��m b,000 aK / No P!r$f - SECTION :===A -A <br /> 0 f X1GS 4r+Cr LA <br /> PT. .�aspa$ - Q I <br /> Zm I;nN O ! t�p A� <br /> Er 0 is p f r5 I 1 Sb 5 o/ <br /> � <br /> CL Rao P <br /> 1- 0 r m ��'� � � 11.��\ � + '\ <br /> � � � 123 30 <br /> AC <br /> �g <br /> t t'�.5 EX15T. 5.5 •�..s'� <br /> LINE CUT Ext STIN& ANO <br /> APPS`( TRCK COAT VAR. <br /> ii <br /> ExlsrlGG 0 <br /> N <br /> 3e.0 o 'Net. "'��� , CHEROKEE ROAD - <br /> a � � �' ,a'� o p( � � '/ LOCAL N EA L`r N Ia 1ST izt G T.I - 6.0 <br /> Ln �, -- a / / T t-�o�r�s = SECTION B B R” VALUE = 5 <br /> s m - >y) <br /> ,' \ SECTION 2 V2"AC, I5 AB <br /> w Z `5 "0 /� 1- TN5_ SEPTtG SYSTEM FOtz-- PAp-CEL- S tS FAIL-IN ANI? SHALL bF- DEES-tzoYEo <br /> UNMV-- PERMIT At-30 WSPECMON Of Tl� SAN JOAQIN t."-ocAL }IEA --Vj_\ D►s-1. <br /> THE NEW SYSTEWI SNALk_ C00S��q� 0 IN T41 OlSPASAL Ai2�A ^S sk_0 N- <br /> rp <br /> ✓w <br /> + I v 2 Tli Ci2T1 N G 1 QR l CrA`[l o N w�t_1-_ ON VA L.-C�L_ 15 S H R L L, BE be 5 T RO Y D <br /> 5. q80 ss, w. Ln 50 ' / ° AND r`GD UNDER PERmtT ANP INSPECTION 5Y SAN _-IOAt�UtN <br /> 1 I 4 47 LOCA I. HEA LTki DtSTRi T•. <br /> to,T <br /> 34r3 222• o s.P ' 'L0 4•`� <br /> _ � RIw SOT <br /> 4 <br /> l 8 3 ,•� 3a.� e 6 �s 8 J 39.4 1M 1 Sa.z -be1 :s' 36.4 Axl sem. �x���n LEGEND7 <br /> c.5 <br /> X38'[-37 3994- f6 q4 .F7 3°1.22 39 3q 39 4-7 :7 Ehp e ExIST- PA`!. <br /> -- 8 - - ---g - -- 9-�2 -- - Li ; - - z ----7L�.�3 _ —. . �- -- 3y s - — 5 - -�i_ _ 3q_ _ 33X,hr. PAS_ STORM DRAIN POND <br /> STORM DRAIN POND <br /> P.P. <br /> fE __ __ -_ LEACH FIELD AREA SECTION C- C <br /> CHEROKEEROAD R/w <br /> BENCH MARK SPIKE IN WELL 'SITE <br /> POWER POLE. ELEV. 38.31 <br /> DATUM : U.S.G. S . <br /> APPROVED 19__e�7_ II APPROVED-______ -- -._-...... - ._._ - . -- revisions -_. __. _-_---_- --_ lob no. 1967 SHEET <br /> no. ! -- - --._ description - ------ - ;_ date by n WANG ENGINEERS , I N C . date OCT. 1962 H AGAN A <br /> e <br /> PLANNING ENGINEERING SURVEYING <br /> scale AS SHOWN <br /> U <br /> STOCK-TON, CAI <br /> IFORNIA <br /> M P R OV OF ONE <br /> ._..._ ___ __ __ _______ ________-_ _ <br /> EMENT PLANS <br /> SAN JO UIN LOCAL HEALTH DISTRICT SAN JOA4UIN COUNTY DIRECTOR OF PUBLlC WORKS y design WE _ — <br /> • R.C.E. No. 14269 <br /> --- check C.C.W. FILE <br /> plini" RO ON DIKrA NO. 1000H CLCARPRINT ml <br />