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TRACT NO. XXXX <br />THE STRUCTURAL SECTION SHALL BE DETERMINED BY -i oNO ASHLEY RANCH <br />THE ROADWAY DESIGN STANDARDS AND STANDARD ASHLEY LN. y 3 / 1, APN. 086-480-14 <br />DRAWING NO. R-27. 3 2. WATER. PRIVATE. PROPOSED DOMESTIC WELLS TENTATIVE SUBDIVISION MAP <br />R/ y/ RW AGGREGATE BASE (k iw ray 3. SANITARY SEWER: PRIVATE. PROPOSED SEPTIC JANUARY, 2016 <br />•/SY <br />WO 50 10' SHOULDER MAY BE 4. STORMSYSTEMS DRAINAGE• PRIVATE STORM DRAINAGE WILL OWNERENGIN <br />76.E, 25 25 5• P.D.E. ELIMINATED WHERE N BE RETAINED ON-SITE. ROAD -SIDE DITCHES WILL ROYAL FUNDING <br />5' DILLON &MURPHY <br />-.� 4 16 16 — 4' r NATIVE SOIL R" 00>Q ADDRESS PAVEMENT RUN-OFF. MANAGEMENT LP P.O. BOX 2180 <br />VALUE IS GREATER Lg�� S/ff 5. SITE ADDRESS: 6040 E. ASHLEY LN., STOCK TON C O: RICK TOWNLEY <br />THAN 30 i 1 vq 6. / 847 N. CLUFF AVENUE, SUITE A2 <br />_ FLOOD : R -R P.O. BOX 587 LODI. CA. 95241 <br />- � - 7. 0340D ZONE • ZONE B PANEL N0. 060299- 7407 N. DUNCAN RD. <br />RURAL ROAD - -- * i; �� 0340 F. DATED OCTOBER 16, 2009 LINDEN, CA 95236 (209) 334-6613 <br />MORAGA LN. <br />(209) 810-4023 <br />TYPICAL STREET SECTION VICINITY MAP <br />N.T.S. N.T.S. TENTATIVE MAP <br />PROPOSED 10' 2 {� rrroa1100# jk L5_QaaO I, <br />EAST PA�41lli!C:pAL XS ` O 4— <br />\ PRIVATE DRAINAGE � � ,r , Hr:�.eiv2d By t�.(A�c\_-U.1 <br />EASEMENT (TYP.) 1 YY -'h't� F c11� <br />Odo-5!;I-G3 <br />`,\\ EAST ASHLEY LANE ee-crc-sn �\ \\ass-sna-c! oee-sco-oz cab-vec-z% <br />i �k � I <br />- -- --- - N 73'0700" W - \ -- - g 1820.60' <br />,. -- , <br />'-- — LEGEND <br />313'-----'�391' -I. 109 - --162 -- � / 162` - -]� 181' �- --� - 181' -- - ---153'--T- <br />p EX. DOMESTIC WELL EX. AG WELL TO I I PROPOSED 10' I _ <br />\ OSED <br />10 TO REMAIN PROPOSED 10' BE REMOVED P.U.E. (TYP.) RESPROTRICTED 1 —< -SD] DRAIN STORM <br />P,U.E. (TYP.) <br />\� :a I PROPOSED 10' ACCESS 1 P.D.E. PRIVATE DRAINAGE: <br />hb. I. I PRIVATE DRAINAGE 1 EASEMENT <br />LOT 2 EASEMENT (TYP,) P.U.E. <br />2: OOACRES 2.07 ACRES �p1 1 EASEMENT 1 z <br />[ 1 TYP. TYPICAL <br />q 25' A,P.N. ASSESSOR'S PARCEL <br />u NUMBER <br />m EX, BARN AND LOT 5LOT 6 W LOT 7 LOT 8 �" LOT 9 w I o <br />STORAGE AREA TO 2.01 ACRES 2.00 ACRES °a'. 4J� �a 2.00 ACRES m 2.00 ACRES. 2.00 ACRES a LOT 10 <br />BE REMOVED <br />2.06 ACRES I' m <br />212' 154' Q r dy I I II <br />rO. I PROPOSED 25' <br />O 00366' �� _wJ Ii iI �"{I SECONDARY <br />ACCESS FIRE <br />\ PROPOSED <br />\` Y ! l PROPOSED 0P RESTRICTED 11 PROPOSED 10' 1 ROAD <br />\ f RESTRICTED ,` ACCESS I I I P U,E. TYP 1 <br />\ ACCESS I -?0' 50' II (TYP.) _ _ 156, <br />SCALE: ^` I" = 100' \ y LOT 3 IVP i - _ _ _ _162' _ _ J \ _ 161' _ _ _ _ _ _ 181' 181' <br />2.01 ACRES 1 -______ _________ ______ -� �µ°i <br />Y O \ LOT 4 �n// 9-r A.P.N. <br />2.38 ACRES STREET BM \ 7 9T 066-460 �3 <br />a. vo <br />A I I l R¢ ( 163' 182`- 181 180 - T <br />PROPOSED 10'\ <br />\PRIVATE DRAINAGE <br />493/%/ O EASEMENT (TYP.) N <br />LOT WIDTH TABLE \ of <br />LOT WIDTH ` 'G <br />1 313' WIDTH LOT \ \` 1 - <br />2 391' WIDTH <br />AVERAGE. LOT 18 \ 128'- LOT 78 LOT 15 o LOT 14 �+ LOT 13 N <br />3 N/A ` o, 2.47 ACRES LOT 12 <br />4 159' (150' MIN.) \ y 2.00 ACRES 2.00 ACRES a 2.00 ACRES 2.00 ACRES a 2,00 ACRES m LOT 11 <br />5 137' - �\ ,\ a 2.09 ACRES <br />LJQTE; LOT <br />6 162' WIDTHS <br />\` \ <br />7 781' MEASURED AT <br />_ <br />8 1 IjF 30' SETBACK. <br />1 , t�, LOT 17 <br />�, 2.07 ACRES <br />9 181' —FO EON' <br />10 187' 3147/17 = <br />7 <br />11 110' 185± <br />\\ <br />12 187' <br />V\ <br />\ \ <br />13 180' <br />14 181' <br />\ \, 528' <br />183' <br />182' <br />181' <br />_ <br />15 182' <br />/ <br />180' <br />1B1' <br />214' <br />18 163' <br />13'00 E <br />\� _ EX. STORM pa6-620-OS S 72' " 1118_616-07 1649.00' c, <br />125'POND <br />056 -516 -Oa <br />r / 096-670-09 ! <br />\, <br />- <br />16 <br />� V86-620- '2 <br />r / <br />3147457' TOTAL <br />7595 <br />5'\2015\1595;Ter,ia6vc Sued;vsml, 14up..J'q /.9, 15. 20!6 <br />