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I <br />, <br />=o <br />86 <br />v, <br />Inv87,10 <br />01 <br />r+ <br />. ; <br />o.i <br />E{ <br />(E a5) <br />wr'N <br />C <br />C01f <br />Inv 86.99 <br />H <br />Sim <br />coi <br />.a) <br />86 <br />13 +00 <br />14+00 <br />�. <br />NORtz� k, <br />sOp�E <br />3 <br />-77 - <br />J <br />Nr <br />w <br />Install W'51) t <br />(W) 12 LF- hv.9t.lea(-Ic.B. <br />(E) 20 LF-1MV.91.1@SLC.B. <br />Inv. 90: <br />Install 30 12"SDCE <br />SS <br />-�- <br />I <br />�j <br />n <br />N' <br />4- <br />U1 , <br />c. <br />o.,n <br />U, ID <br />1 <br />N'� <br />N ' <br />+ l Q <br />15+00 16+00 <br />ABILENE <br />0.38°!° <br />Install 12"SD alp a <br />(W) 12 LF -Inv 91.2 S.ICB. <br />(E)20LF- Inv.91.2(&S.l.C.B. z° � <br />Li�~ w� <br />Inv. 90.9 <br />Install /9,9 2"SD CE4W) g1 W <br />9,9 L F 15"S D I <br />r O. 56 / 1 .. . <br />Install 176 Lr- JS"SD <br />Inv, 89.39 <br />0.50% <br />I nve <br />nstall 326 LF, <br />Inv 88.25-1 <br />92 <br />6 SS <br />EDW) ! I <br />, <br />88 <br />' 0.50" <br />Inv87,10 <br />Inv. 87.10 <br />(E a5) <br />Inv 86.99 <br />6"S5 (W) <br />I <br />86 <br />I <br />�! <br />3 <br />g <br />° ul <br />N <br />C: <br />Nr <br />w <br />N; <br />U) N NIN <br />u <br />u 00 d <br />oCO <br />OIC7N <br />Nim <br />+ 2 <br />�I� <br />N <br />a0 <br />OS <br />011 a -, d <br />+ +' <br />a% O�!H <br />_ <br />IF_ N <br />18+00 19+00 <br />20+00 <br />WAY <br />CURB DATA <br />R=20' <br />A= 92°02'06" <br />L= 32.13' <br />Note: <br />Sanitary Sewer Service Laterals should be <br />constructer] below the water main, at crossings, <br />with separation per state standards. Wherever <br />sewer laterals must be installed at a cover depth <br />less than thirty inches, they shall be <br />constructed of ductile iron pipe. <br />o O <br />U) 6 O <br />O <br />0 22__ <br />�r m a- r15 <br />Uo a p @) n 4 1p <br />z �-a25 24 s 23 22 � 2/ 20 /9 18 � /7 <br />s$- <br />Qj Qj <br />_ �O <br />a tP , 2 - I n �I LL <br />O U �a NJl V O0N U'i U N Nn� <br />CID <br />9 <br />0,:3 h7 m C ai V Q = = cn 3 <br />s ko cn 13 �I�1a cv <br />< N _ E a> 7 2 O O 't`t 0 Jim - N <br />= n LD c, Ln <br />o >� oI.J '� com m �o tjo d ++ <br />LD <br />cc)4 O g ti �' n a Olrn <br />V0 <br />mr w 35 + f� c0 + U +V o� U m - I <br />d @1 Uj 0 1 r F - I c 40' W IJ <br />wSs s'S w SS w SS w ss w ss w 58 w ss w Ss w / In5ta11 150 Watt <br />_-_ 5 _ liyo Street Light <br />G°SS n <br />13+40 -- Const Survey Mon. ! "' `° N 50 ec R- 1 <br />o <br />BOX F6 95.40 is is - - is n ie <br />20 QQ <br />c.r �a un o �, 4 642 LF ie 0 �. <br />13+38.47-5ubd Bdy.CW %' I „ - - a„ <br />Install Type"A" Barrica - - -- — `- K <br />W SS W : 55 55 W 5$ W ss S$ W SS ss <br />r - Const Survev Mon. Box <br />t _. 4_al Tee_ _ 6'W(E) 0' P. U.E 4. <br />20+00 ABILENE WAY <br />------ --- --- <br />8" Blind Flange(5) I = u -- - 3 N 2+ 10.68 LOCkEFORD RANCH DRIVE <br />wl 45' m n F.G. 94.8 / <br />C <br />z Cl-�w <br />°C 16 'v rfl aU w }441`x!! <br />11 m 0 .� > UO 2 n __ 3� y <br />LL d o N 0 �UiO wCIDD p 2 Y <br />o +ami rj)mm 4-j <br />I v1 o V <br />'II to 0 t.- OD -a p U 0 0. C lO <br />al 8 F <br />z 26 3 27 2= 29 30 3/ 32 33 34 ado <br />t g o Ln C0 Cco <br />h <br />Ui a Lndn� <br />n yc <br />NLn Ln <br />0 ` <br />rn IU- <br />CURB DATA <br />R=20' <br />A= 95°46'44" <br />L= 33.43' <br />N0. DATE REVISIONS BY DESIGN SE -P- DRAWN BY €.S. APPROVED <br />19 13AUMBACH & PIAZZA ABILENE WAY SHEET ;hl OF 10 <br />CIVIL ENGINEERS �1 II doe NO. <"a <br />SURVEYORS LOCKEFORD RANCH <br />SU SMI ED 6Y 323 W. ELM ST. LOD1, CALIF. FILE ,r ^s ,a., s' <br />R.C.E. 4Z 764 DATE 45 t !% $AN JOAQUIN COUNTY DIRECTOR OF PUBLIC WORKS 9s24o PH:209-366-6619 <br />_ _- SUBDIVISION IMPROVEMENTS N0. 7 " / <br />