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o TRACT NO. XXXX <br /> THE STRUCTURAL SECTION SHALL BE DETERMINED BY = ,0S ASHLEY RANCH <br /> THE ROADWAY DESIGN STANDARDS AND STANDARD ASHLEY IN. y 1. may; 086-480-14 <br /> DRAWING NO. R-27. Y 2. WATER PRIVATE.PROPOSED DOMESTIC WELLS TENTATIVE SUBDIVISION MAP <br /> R/W 3. SANITARY SEWER: PRIVATE PROPOSED SEPTIC JANUARY,2016 <br /> R/W AGGREGATE BASESYSTEMS <br /> 70' S0 10' SHOULDER MAY BE 4. STORM DRAINA • PRIVATE STORM DRAINAGE WILL l� NE GINEER <br /> P.D.E. 5. 25' 25 5• P.O.E. ELIMINATED WHERE N BE RETAINED ON-SITE ROAD-SIDE DITCHES WILL ROYAL FUNDING DILLON&MURPHY <br /> 4' 16' 16' 4• NATIVE SOIL'R' I OO�Q ADDRESS PAVEMENT RUN-OFF. MANAGEMENT LP <br /> x VALUE IS GREATER V'" 5//F 5. SITE ADDRESS: 6040 E ASHLEY LN..STOCICTON P.O.60%2180 <br /> THAN 30 i& C/O: RICK TOWNLEY 847 N.CLUFF AVENUE,SUITE A2 <br /> p, •Piy�. 6. ZONINSi R-R P.O.BOX 587 LODI.CA. 95241 <br /> 7. FL000 ZONE: ZONE X.PANEL NO.060299- 7407 N.DUNCAN RD. <br /> C! 0340 F,GATED OCTOBER 16.2009 (209)334-6613 <br /> MOPA61 W v LINDEN,CA 0 236 <br /> (209)810-4023 <br /> TYPICAL STREET SECTION VICINITY MAP <br /> N.T.S. N.T.S. <br /> PROPOSED 10' y <br /> \ PRIVATE DRAINAGE EAST BAY 14UNOPAL <br /> T U72IDE5 O157RICT 086-510-07 <br /> EASEMEN \ oe6-oto-07) EAST ASHLEY LANE \ s1a-io -soo 01 a3s-sao-oi o86-t&7-11 <br /> 086-310-1t 086-510-1J ',036-510-09 �L <br /> vo <br /> N 73'07'00'W <br /> -------------- ---____-------- __ - - <br /> x 373' f 391' --109 162' 1 /r- 162• 11,P <br /> j[[F1 181 --- <br /> \ ---- EX.AG WELL TO I I I `PROPOSED 10' <br /> 100 TOREMAIN <br /> DOMESTIC WELL PROPOSED 10' BE REMOVED I I p.U.E.(TYP.) PROPOSED --�`$]-- EXISTING STORM <br /> \ TO REMAIN P.U.E. (TYP.) \ I I I I RESTRICTED DRAIN <br /> 1 h II II PROPOSED 10' ACCESS P.D.E. PRIVATE DRAINAGE <br /> PRIVATE DRAINAGE EASEMENT <br /> 5 \ LOT 1 2.0LOT ACRES '\ ry I I EASEMENT(TYP.) P.U.E. PUBLIC UTIUTY <br /> \ I I EASEMENT <br /> \ 2.00 ACRES II 11 z TYP. TYPICAL <br /> 11 Q 11 m A.P.N. ASSESSOR'S PARCEL <br /> 25' I I 11 NUMBER <br /> 1\ BARN AND LOT 5 LOT 6 rlI W 11• LOT 7 LOT\.6 "' LOT 9 o <br /> 7O i STORAGE AREA TO 2.01 ACRES a I WI I Ir U, o <br /> BE REMOVED 2.00 ACRES-I I 1 2.00 ACRES 2.00 ACRES a 2.00 ACRES LOT 10 <br /> lN\ -'- I I I I 2.06 ACRES m <br /> 11 In II ,1 <br /> O cL\y1 212• 154' 1 II II <br /> r_ !''po 11 11 <br /> -r1 0l 366' �e J I I <br /> PROPOSED <br /> Y <br /> `1 PROPOSED 0P RESTRICTED 1, II 11 1 PROPOSED 10' <br /> �1\ RACCESSESTRICTED 5� ACCESS - 12p. I i 1 PRO <br /> (TYP.) �--`ss• <br /> 11 LOT3 \� -167' 181' 181' <br /> f3 \1 2.01 ACRESLOT 4 <br /> - ---- --- --- - ------- / P`�O <br /> s _ ----- ---_-_---- ------- 97 <br /> y O \\\ 2.38 ACRES �V _ S tl \\I AP.N OM-460-13 <br /> Rvs f\ < Ir 163' -- --- 782r--- ---781--- --- 180--- <br /> \\ t PROPOSED 10'PRIVATE \ <br /> EASEMENT(TYP.) o <br /> N ^// U O <br /> 05 <br /> It <br /> SCALE {�\ to= 100• - \\ L07 18 128' LOT 16 LOT 15 0 ` LOT 11 ro <br /> 1` 1,\ 2.47 ACRES vai 2.00 ACRES 2.00 ACRES 2.00 ACRES 2.ORI ACRES a LOT 12 2.09 ACRES <br /> \ \\ 2.00 ACRES <br /> N <br /> LOT 17 <br /> 1 2.07 ACRES <br /> 1\ <br /> ',1 I <br /> �\ f <br /> \•`\ 528' 11 183' 182' 181' 180' 181' 214' <br /> EX. STORM 5 72'13'00'E <br /> POND OB6-�-� 086-610-07 M_61_1 1649.00'!\ O <br /> `\ 7 �'�-� p 066-550-01 036-550-01 <br /> !1 086-620-17 t ,d' <br /> I \� � 1595 <br /> S:\2015\1595\7enlotive Subdivision Mop.dwg Mor 30, 2016 <br />