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m, LOT 17 <br />9 181 EQUATION: 2.07 ACRES <br />0 203' 3542/18 \ <br />11 126' 197't j <br />12 187' <br />13 180' \ <br />14 528' <br />181' -- <br />15 182' FX. STORM S 72.13'00" F <br />16 163' - - POND G56-ti<0-On <br />17 __133' <br />18 157'- <br />3542' TOTAL <br />182' I 181' 780' <br />214' <br />1649.00' j u <br />i � /� C96-556-Oi <br />I r b <br />I <br />r r 9 i <br />I <br />:•8F -55G :;: <br />5. \2[1151 i595, TcntoUSubdivisun Y21.1xg J,,, 22, <br />1 <br />NO <br />TRACT NO. XXXX <br />THE STRUCTURAL_ SECTION SHALL BE DETERMINED BY <br />''di��/ <br />1. <br />Aft 086-480-14 <br />ASHLEY RANCH <br />THE ROADWAY DESIGN STANDARDS AND STANDARD <br />NO. R-27. <br />494,y LN <br />2. <br />3. <br />: <br />WATER PRIVATE. PROPOSED DOMESTIC WELLS <br />SEWER: PRIVATE. <br />JUL 21 2018 <br />DRAWING <br />x <br />SANITARY PROPOSED SEPTIC <br />TENTATIVE SUBDIVISION MAP <br />R/W R/W <br />50' - <br />BASE <br />'SHOULDER <br />//� <br />�'/ ',% <br />�/r <br />'Sh/[r �y <br />4• <br />SYSTEMS <br />STORM DRAINAGE: PRIVATE STORM DRAINAGE WIL- <br />BE RETAINED ON-SITE. ROAD -SIDE DITCHES MUMcrs <br />JANUARY, 2016 1-NV:RO IGEN,, LHEAI.TN <br />PF.RMIL;,t:,R HEA <br />25' - -25' <br />r5' <br />SHOULDER MAY BE <br />ELIMINATED WHERE N <br />` <br />j/ /�� <br />5. <br />ADDRESS PAVEMENT RUN-OFF. <br />517E ADDRESS: 6040 E. ASHLEY LN.. TCN <br />OWN 1 ER <br />ROYAL FUNDING <br />5' <br />- 4' 16' --16' - .a 4' <br />r a :ate r <br />NATIVE SOIL "R" I <br />VALUE IS GREATER <br />�, <br />11i�¢ <br />/ // <br />/� SIIf <br />6. <br />STOCK <br />Z4f11d.G: R -R <br />DILLON k MURPHY <br />MANAGEMENT LP P.O. 00% 2180 <br />61. =.-Z- y; <br />THAN 30 <br />,,3i x ,� <br />� <br />,� / <br />7. <br />FLOOD ZONE: ZONE X. PANEL NO. 060299- <br />C/O: RICK TOWNLEY 847 N. CLUFF AVENUE, SUITE A2 <br />0340 F, DATED OCTOBER 16, 2009 <br />P.D. BOX 587 LORI, CA. 95241 <br />-"I� <br />B. <br />LANDSCAPE • LANDSCAPE SHALL ADHERE TO S.J.CO, 7407 N. DUNCAN RD. (209) 334-6613 <br />• RURAL ROAD <br />_ <br />1�pr"C'1' T <br />DEVELOPMENT TITLE SECTION 9-1020.4 <br />LINDEN, CA 95236 <br />FOR NEW RESIDENTIAL DEVELOPMENTS. LANDSCAPE (209) 810-4023 <br />NOT SHOWN ON THIS MAP. REVISEDSITE PLAN <br />TYPICAL STREET SECTION <br />I VICINITY <br />MAP <br />N.T.S. <br />N.T.S. <br />Z <br />,yy <br />Apple li)_ <br />WdrES DS7R:c� <br />q <br />ORr -iu1-C7 � <br />RacehedBy_ <br />- w <br />ose-u,o-✓J EASTI ASHLEY LANE os6 s;o., o\ \ - w-clr <br />006-1116o102 <br />GLF-t J-7, <br />--- - N 73'07.00" W- <br />_ - g -- -- <br />- <br />1820.60' <br />a -- �- --- "" <br />_' .i - <br />�EX. <br />[PROPOSED <br />I <br />162' <br />162' <br />181' <br />181' <br />193' 1 LEGEND <br />100 EX. DOMESTIC WELL <br />TO REMAIN <br />AG WELL TO <br />10' BE REMOVED <br />P.U.E. (TYP.) <br />PROPOSED 10' <br />P.U.E. (TYP.) <br />PROPOSED <br />RESTRICTED <br />I <br />I--�5�-}-- EXISTING STORM <br />I DRAIN <br />_ _ t <br />I <br />ACCESS <br />I P.D.E. PRIVATE DRAINAGE <br />1 EASEMENT <br />`� <br />\ <br />LOT 2 <br />rya0 <br />� <br />I <br />LOT 1 <br />'. <br />2.07 ACRES '� <br />o <br />I P.U.E. PUBLIC EASEMENT <br />I <br />2.00 ACRES <br />TYP. TYPICAL <br />I) <br />25, <br />5 <br />--d..11 <br />I <br />u A.P.N. ASSESSOR'S PARCEL <br />1 NUMBER <br />Z EX. BARN AND <br />STORAGE AREA TO <br />BE RFV.OVED <br />r \ N <br />LOT <br />2.01 ACRES < <br />LOT 6 <br />2.00 ACRES a <br />�I <br />Q <br />2 <br />Q <br />LOT 7 m <br />2,00 ACRES <br />_ <br />LOT 8 m <br />2.00 ACRES <br />LOT 9 m <br />2.00 ACRES <br />1 6 <br />LOT10 c <br />2.06 ACRES I '^ <br />1 <br />c'1 <br />v 366' <br />tsa' <br />I <br />� <br />I <br />I <br />PROPOSED 25' <br />SECONDARY <br />" <br />1 <br />ACCESS'1r- <br />FIRE <br />\ Z <br />PROPOSED <br />0P RESTRICTED <br />I <br />I ROAD <br />' rPROPOSED <br />RESTRICTED <br />ACCESS <br />.` ACCESS <br />T 0 <br />7 <br />50'T <br />PROPOSED 10' <br />P.U.E. (TYP.) <br />156. <br />-- <br />_ yl y 11 LOT 3 <br />- 2.01 ACRES <br />PGj <br />o <br />A <br />- <br />162' <br />J <br />o <br />1 161' <br />181' <br />181' <br />I <br />,. <br />C) <br />Y <br />LOT 4 <br />2.38 ACRES <br />_ <br />h <br />_ <br />_ <br />-_______ <br />_- <br />\,�-gT ?.vx 686-46G-tJ <br />V1NA COURr_ <br />Z <br />;/ <br />_ ____._J._._ <br />_. <br />/ <br />- _ - - _ _ - - _ <br />163' <br />__ - - - - <br />182' <br />- - - _ <br />181' <br />- - - _ _ _ _ <br />180' <br />_ . <br />187' �A <br />Y <br />U <br />c5 <br />\ <br />493' <br />< <br />� z <br />o <br />N <br />LOT WIDTH TABLE <br />LOT WIDTH <br />O. <br />1 <br />304' <br />197't LOT <br />_ f <br />2 <br />3 <br />369' <br />367' <br />WIDTH <br />AVERAGE. <br />(150' MIN.) <br />^ <br />\ <br />LOT 18 <br />2.47 ACRES <br />128 <br />LOT 16 „ <br />ai 2.00 ACRES a <br />LOT 15 - <br />2.00 ACRES a <br />2.00 ACRES LOT 14 <br />LOT 13 <br />2.00 ACRES <br />m <br />LOT 12 <br />LOT 11 <br />4 <br />171' <br />a <br />2.00 ACRES fin <br />2.09 ACRES <br />5 <br />136' <br />NOTE: L07 <br />7 <br />81 <br />161' <br />81' <br />WIDTHS <br />MEASURED AT <br />30' SETBACK <br />m, LOT 17 <br />9 181 EQUATION: 2.07 ACRES <br />0 203' 3542/18 \ <br />11 126' 197't j <br />12 187' <br />13 180' \ <br />14 528' <br />181' -- <br />15 182' FX. STORM S 72.13'00" F <br />16 163' - - POND G56-ti<0-On <br />17 __133' <br />18 157'- <br />3542' TOTAL <br />182' I 181' 780' <br />214' <br />1649.00' j u <br />i � /� C96-556-Oi <br />I r b <br />I <br />r r 9 i <br />I <br />:•8F -55G :;: <br />5. \2[1151 i595, TcntoUSubdivisun Y21.1xg J,,, 22, <br />