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/5 • <br />/4 <br />/3 <br />.6X. B" WA re,f? <br />/2 ' �n <br />U <br />/0 <br />EX. 24'�STGYPM �� <br />9 <br />B . <br />7 <br />6 <br />5 <br />VERT SCALE /"= Z' <br />W56 <br />Sign <br />/ <br />PROPD.:,EO TOP OF 4%`a"O.O. CURB <br />S= O <br />FLOW LINE <br />no <br />CURVE DATA <br />�Q <br />0 = 101 17' O1 " <br />ch <br />R = 28.00' <br />C = <br />L = 49.50' <br />T = <br />C = 43.30' <br />• <br />T = 34.14' <br />PROPD.:,EO TOP OF 4%`a"O.O. CURB <br />S= O <br />/Ea'/ST/NG 6.1F(06NO <br />� 1 <br />69 <br />/�1 \ SE O.G /O '.STORM SZ G./=-- <br />. - /O" SD3.8 L/.NF.V-/_D/"0S. T9L0 <br />/NV _ / 80 <br />Z <br />r-?/ /NV. = //COO /NV &Z "A4=-10.64 1 <br />11 V .Oa oVD /0. <br />40 /NV. 4 MH= 9. 65WATER <br />Sw ,- 0-J 0 <br />4lo L F- /O"SroR° - <br />i, <br />O. /. /NV. r /0.80 <br />p 6=. Oo87 <br />25s G.= <br />� '' SE' wEr�2 <br />-sem • 4035' /05G $" SEN/ <br />ER 9-73 <br />S = • c�__ /NV <br />/NV <br />✓. // 8.74 / <br />B ' � (YY) <br />234 L. �- <br />V � <br />{� 6.90 <br />(S ES �. -\D <br />NOTE - <br />F/N/SHED CENTERLINE GRADE= <br />TOP OF CURB GRADE t 0.05' <br />NOT A PART <br />�Re/oCote 01 Ica End <br />r pP. <br />Q� FLOW LINE NOT A PART <br />�C CURVE DATA <br />81 05' 311' <br />R = 28.00' <br />L = 39.63' <br />C = 36.40' <br />T = 23.95' <br />UTILITY POLE NOTE: <br />RELOCATION UTILITY POLES SHALL BE COORDINATED <br />WITH THE RESPECTIVE UTILITY. <br />lop le -10C TYPE .4 <br />BARR/CA06• \ <br />oozs � /1/. /• C �� <br />FLOW LINE <br />CURVE DATA <br />0 = 90 00' 00'' <br />R = 28.00' <br />L = 43.98' <br />C = 39.60' <br />T = 28.00' <br />I <br />f <br />APPROVED BY THE SAN JOAQUIN COUNTY <br />DIRECTOR OF PUBLIC WORKS. <br />i <br />ii <br />BY: <br />DATE: S <br />i <br />4 <br />/3 <br />/4 <br />Mcasrnry wall <br />/O I <br />RECORD DRAWING <br />6y: <br />1 DATE: oe-2-88 <br />PLAN 8 PROF/L E { <br />/ / <br />O srREEr <br />5 <br />/2 <br />2oLf CL 2G1� C-9G}� <br />STDFZM D[iE/7 WfIr6$ <br />Til <br />m <br />no <br />a� <br />NJ <br />19 <br />L = <br />to <br />/Ea'/ST/NG 6.1F(06NO <br />� 1 <br />69 <br />/�1 \ SE O.G /O '.STORM SZ G./=-- <br />. - /O" SD3.8 L/.NF.V-/_D/"0S. T9L0 <br />/NV _ / 80 <br />Z <br />r-?/ /NV. = //COO /NV &Z "A4=-10.64 1 <br />11 V .Oa oVD /0. <br />40 /NV. 4 MH= 9. 65WATER <br />Sw ,- 0-J 0 <br />4lo L F- /O"SroR° - <br />i, <br />O. /. /NV. r /0.80 <br />p 6=. Oo87 <br />25s G.= <br />� '' SE' wEr�2 <br />-sem • 4035' /05G $" SEN/ <br />ER 9-73 <br />S = • c�__ /NV <br />/NV <br />✓. // 8.74 / <br />B ' � (YY) <br />234 L. �- <br />V � <br />{� 6.90 <br />(S ES �. -\D <br />NOTE - <br />F/N/SHED CENTERLINE GRADE= <br />TOP OF CURB GRADE t 0.05' <br />NOT A PART <br />�Re/oCote 01 Ica End <br />r pP. <br />Q� FLOW LINE NOT A PART <br />�C CURVE DATA <br />81 05' 311' <br />R = 28.00' <br />L = 39.63' <br />C = 36.40' <br />T = 23.95' <br />UTILITY POLE NOTE: <br />RELOCATION UTILITY POLES SHALL BE COORDINATED <br />WITH THE RESPECTIVE UTILITY. <br />lop le -10C TYPE .4 <br />BARR/CA06• \ <br />oozs � /1/. /• C �� <br />FLOW LINE <br />CURVE DATA <br />0 = 90 00' 00'' <br />R = 28.00' <br />L = 43.98' <br />C = 39.60' <br />T = 28.00' <br />I <br />f <br />APPROVED BY THE SAN JOAQUIN COUNTY <br />DIRECTOR OF PUBLIC WORKS. <br />i <br />ii <br />BY: <br />DATE: S <br />i <br />4 <br />/3 <br />/4 <br />Mcasrnry wall <br />/O I <br />RECORD DRAWING <br />6y: <br />1 DATE: oe-2-88 <br />PLAN 8 PROF/L E { <br />/ / <br />O srREEr <br />5 <br />/2 <br />2oLf CL 2G1� C-9G}� <br />STDFZM D[iE/7 WfIr6$ <br />Til <br />8 �� SEYNE --� <br />. Op35 <br />6.08 <br />/NV. <br />6 <br />D <br />o- <br />0006 <br />47 <br />FLOW LINE <br />CURVE DATA <br />A= <br />88 05' 35'' <br />R = <br />19 <br />L = <br />43.05' <br />C = <br />38.93' <br />T = <br />27.08' <br />• <br />/3 <br />/2 <br />CURVE DATA <br />•/0 <br />• <br />9 <br />FLOW LINE <br />8 <br />B <br />/8 <br />6 <br />7L CURVE DATA <br />5 <br />Tfl <br />D = 90 00' 00'' <br />R = 28.00' <br />R = 1924.49' <br />L = 43.98' <br />EX /NV, <br />C = 39.60' <br />8 �� SEYNE --� <br />. Op35 <br />6.08 <br />/NV. <br />6 <br />D <br />o- <br />0006 <br />47 <br />FLOW LINE <br />CURVE DATA <br />A= <br />88 05' 35'' <br />R = <br />28.00' <br />L = <br />43.05' <br />C = <br />38.93' <br />T = <br />27.08' <br />T = 28.00 STREET <br />/Z'STp.PM <br />.ouzo <br />7 /Z <br />P"/NV (5) <br />234 G.F <br />-S=. <br />7 <br />S-.OoZ5CN.) <br />s=eo3-e Cs. ) <br />4/ L. I - /O" STOR <br />O. /. /N Y. = //. 00 <br />/NV CD MN= /D. 6 4 <br />52 <br />/ /NV = /0.90 <br />/NV. 4BMf/=10.64 <br />s - . v0so <br />WATER G/NE <br />/NV. (S. ) <br />ss. aoza <br />s z� <br />/NV. <br />v <br />9 /O <br />M <br />CUR <br />15 <br />• <br />/4 <br />W <br />• <br />/3 <br />/2 <br />CURVE DATA <br />•/0 <br />• <br />9 <br />• <br />8 <br />• <br />7 <br />6 <br />0 <br />5 <br />R = 1924.49' <br />EX /NV, <br />K <br />k <br />_ 64.64, <br />NOTE CONTRACTOR 727 VER/fY <br />6 <br />EX/ST/NG /NVEPTS /N <br />T/i 5 F/ELO. <br />3 <br />t# <br />PCE 3ZZ60 EX / PES <br />. <br />. <br />i <br />016tz'12 1 �s:.'.6 cis. yQ .a[ <br />OE <br />FLOW LINE <br />CURVE DATA <br />A = 1 55' 281' <br />R = 1924.49' <br />_ 64.64, <br />6 <br />5 <br />4 <br />3 <br />2 <br />/ <br />C= 64.64' <br />ZO GT <br />CL. C <br />/fib// B'X6" <br />T = 32.32' <br />.3rp4M <br />o R <br />wArFR <br />,4 OICC� <br />O <br />/50 <br />L C WP Zq7, /777 <br />II <br />Gcf/ec7 <br />710 EXi.Sf klt-tci- /x. <br />Chime/ed 'o- <br />o"/G03 <br />/4103 <br />S <br />9. <br />8 <br />9 <br />/p <br />�� // Trerxh��/e-/7 <br />as riecessory <br />LN/ Mr/ <br />o <br />(GCW,57 <br />N <br />3TOcSPLM C� <br />RCmOVC er. 4:7177code = 4.83 <br />I <br />D✓ <br />\\/n✓ <br />-6aW,-e, t EX. Ck7Ve177c/77' <br />o m/n. o/' /z"Froin end <br />48 <br />67 <br />68 <br />C} <br />FLOW LINE <br />FLOW LINE <br />FLOW LINE <br />CURVE DATA <br />CURVE DATA <br />FLOW <br />LINE <br />CURVE DATA <br />CURVE DATA <br />/Z' /e' <br />A = 1 55' 2611 <br />0 = <br />91 54' 25"7' <br />7' <br />=91 54' 25'' <br />R = 1968.49 <br />R = <br />28.00 <br />A = <br />88 OS 35 <br />R = 28.00' <br />L = 66.10 <br />L = <br />44.91' <br />R= <br />28.00' <br />L = 44.91' <br />C = 66.10' <br />C = <br />40.25' <br />L = <br />43.05' <br />Q <br />C = 40.25' <br />T = 33.05' <br />T = <br />28.95' <br />C = <br />38.931T <br />I.. <br />T = 28.95' <br />= <br />27.08' <br />�I <br />O <br />W <br />Z <br />t# <br />PCE 3ZZ60 EX / PES <br />. <br />. <br />i <br />016tz'12 1 �s:.'.6 cis. yQ .a[ <br />OE <br />