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I ' I <br />I ' I I ' <br />I I <br />I I ' I <br />Cl <br />l,J 0 Cl if co Cl 0 <br />I <br />I I ' I <br />CONNECT TO EX. <br />, I ' I , I I ' <br />1 O" WATER LINE IN WINDWOOD DRIVE <br />I <br />60' R/w <br />--z--- <br />200 <br />S C ALE: 1"=1 00' <br />PROPOSED 50' R/W <br />PROPOSED OFF-SITE ROAD AREA: 1 .3 AC <br />A.P.N. 015-020-26 <br />WILLIAMSON ACT <br />\ I \ \.....------ <br />_...,.----,-· . I <br />\ <br />- <br />-- <br />@ 28,690 S.F. <br />L <br />T-1 <br />@ 20,400 S.F. <br />(U) 18,700 S.F. © 18,700 S.F. <br />(13 18,700 S.F. <br />23,350 S.F. @ 24,300 S.F. <br />@ 22,330 S.F. • <br />@ 24,520 S.F. <br />@) 25,010 S.F. @ 24,250 S.F. <br />II _L <br />WINDWOOD r ------1 <br />_ _L <br />DRIVE <br />( I <br />@ 29,670 S.F. <br />A.P.N. 015-020-57 WILLIAMSON ACT <br /><D l{) <br />7 <br />@) 28,590 S.F. <br />PROPOSED STORMRETENTION POND 1.0 AC <br />A.P.N. 015-020-57 <br />WILLIAMSON ACT <br />EX. SLOPE BANK <br />@ 27,930 S.F . <br />� 34,090 S.F. <br />R/W <br />TENTATIV[� <br />Application# ,. i:'.U U O 218 <br />Received By. � '.-7 • _ On .J.1::L \ L\\ L'.) 1.-7 <br />OWNER <br />REDEEMING WAY LLC C/0 JIM EHLERSP.O. BOX 895 WOODBRIDGE, CA 95258 (209) 481-5770 <br />ENGINEER <br />DILLON & MURPHY P.O. BOX 2180 84 7 N. CLUFF AVENUE, SUITE A2 LODI, CA. 95241 (209)334-6613 <br />NOTES <br />1.APN: 015-020-56, 57 & 262.WATER: SAN JOAQUIN COUNTY 3.SANITARY SEWER: WOODBRIDGE SANITARY DISTRICT4.STORM DRAINAGE: SAN JOAQUIN COUNTY5.SITE ADDRESS: 399, 401 AND 403 WEST WOODBRIDGE ROAD LODI, CA 95242 6.FLOOD ZONE: ZONE A AND X, MAP#06077C0165F,OCTOBER 1 6, 2009 7.FIRE DISTRICT: WOODBRIDGE 8.SCHOOL DISTRICT: LODI UNIFIED9. PHONE SERVICE: AT&T10.GAS/ELECTRIC: PG&E 11.FIRE DISTRICT: WOODBRIDGE 12.MUNICIPAL ADVISORY COUNCIL: WOODBRIDGE 13.EXISTING GENERAL PLAN: A/UR; PROPOSED: R/L14.EXISTING ZONING: AU-20; PROPOSED: R-L <br />R/W ----------50•------�---1-i 25'-- <br />_-�_::::��--25'� :�,l�'.,�L .,:,·7,t�!;[� <br />Rolled CG&S ��?:"f'Q;i(M%ir�3';%¾n'.JP"Y'.. . � (Typ) <br />TYPICAL ROAD SECTION N.T.S. <br />R/W R/W f------50'-------I� Var 2: 1 max <br />[1' min�cc::::.(=�. TYPICAL OFF-SITE ROAD SECTION N.T.S. 6" AB shoulder compacted @ 95%relative compaction (Typ) <br />PROJECT SITE <br />I <br />EXISTING SJ COUNTY WELL SITE <br />RIVERMIST DRIVE <br />VICINITY MAP N.T.S. <br />DILLON & MURPHY <br />ENGINEERING <br />• IzO. "' Q_ 0 <br />PROJECT SITE <br />847 N. C LUFF AVENUE DILLON & MURPHY SUI TEA-2,LODl ,CA95240E N G I N E E R I N G (2 09) 334-6613 <br /><i. I l{) <br />PROPERTY DETAIL N.T.S. <br />IRRIGATION CANAL <br />'-'I/. DI c) <br />� "-,....,.,.,..,.,. PRELIMI NARY 't" \ NOT FOR',..// <br />CONSTRUCTION <br />� <br />WOODBRIDGE ROAD SUBDIVISION <br />PRELIMINARY TENTATIVE MAP <br />i=========================I�� WOODBRIDGE, CA. 0 NOVEMBER, 2020 � <br />r------,-----....,.--....,.---,""Tl'!l!l'l�l----------.----------�-----1 i REV. NO. DESCRIPTION DATE BY SCALE: 1"=100' SHEET f <br />DRAWN BY: JMO, NR, JMC C1 f 1-------1� DESIGNED BY: OF 1 SHEETS 1 <br />t--------1 � CHECKED BY: CD JOB NO. , AS BUILT BY: 1764 3. L-, __________________________________________________________________., _____ ....__......__....,__....i.;.;;;;..,:;;;;�;:.:.;.....-----1.------.....J..--....I•