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15- <br />14- <br />/3 <br />5/4-/3 • <br />/0 <br />9• <br />8- <br />7- <br />6 <br />•7•6 <br />5• <br />WEST <br />O./. /NV./0.70 <br />/NV. &V M//= /D. 3D ik <br />S= . O/p5 <br />sTO.PM ORA/N <br />f�NO <br />E S/VE 7 /Z <br />STDiPM <br />/NV. <br />8'SEN/ER <br />S77a4M 49R.4/1V 04MO <br />-5C5Z-- 912:5'e/ <br />/Z I <br />FLOW LINE <br />CURVE DATA <br />\ <br />A <br />= 110 17' 15' <br />R <br />= 53.00' <br />L <br />= 102.02' <br />C <br />= 86.98' <br />T <br />= 76.10' <br />0 <br />O <br />W�W <br />N <br />wA <br />� O v PROf'DSEO TOP OF <br />5 <br />i <br />9ST . --L/ �- - <br />IV6 F1O/. <br />49 L.F-f0"STOrPM <br />GINE !- f //VV= 9.90 <br />/NV.C�MN= 9,50 <br />5 =. 0060 <br />FLOW LINE <br />CURVE DATA <br />0 = 91 07' 08'' <br />R = 27.00' <br />L = 42.94' <br />C = 38.55' <br />31 T = 27.513' 32 <br />h <br />/5" -STORM <br />OVf %S <br />2 <br />tL� s <br />CrovUn / EC . C0�5 � <br />1 s <br />92 <br />L <br />AM 1 6'5.--�� <br />s-.Qozo � <br />/"vv <br />Lo <br />FLOW LINE <br />CURVE DATA <br />A = <br />9 35' 04" <br />R = <br />67.00' <br />L = <br />11.21' <br />C = <br />11.20' <br />T = <br />5.62' <br />33 <br />n� <br />�h <br />N <br />90 1 891 <br />NW d. /. <br />4G> 'Afle <br />/. /NV a /D. 70 <br />/NV. A MN= fQ 30 <br />5=. <br />k' f 289 G• F, fs t � .STORM <br />9.2D <br />ZW C.F. <br />fNV. (S. e <br />34 <br />FLOW LINE <br />CURVE DATA <br />A = <br />90 00' 001, <br />R = <br />27.00' <br />L = <br />42.42' <br />C = <br />38.18' <br />T = <br />27.00' <br />T = 28.40' <br />9 <br />36 37 <br />38 <br />\ <br />CURVE DATA <br />FLOW LINE <br />CURVE DAT <br />D = 90 00' 001' <br />�L.Lj� <br />R = 27.00' <br />= 9 35' <br />Q i <br />J Q W <br />US <br />E. ) <br />�J? <br />d) <br />3 <br />4 <br />5 <br />34 <br />FLOW LINE <br />CURVE DATA <br />A = <br />90 00' 001, <br />R = <br />27.00' <br />L = <br />42.42' <br />C = <br />38.18' <br />T = <br />27.00' <br />RECORD DRAWING <br />35 <br />U) <br />QQ� <br />Ii � I, h a <br />It <br />vM <br />46 L.F.-/D"STOR/N <br />O. /. /NV - /D, 70 <br />- /NV. (9) /r9N= /d. 3/ <br />NE o./. s-.oOBS <br />5(oD. L.F. -/D"STORM F�7ST O. /. <br />/A/. /NV= =IZ2 53 L,F.-/O",570e <br />/NV.C� MH=/Q3C <br />S =. Od 7/ Q /. /NV. = /0.70 <br />/NV. t9D MN= /0.3/ <br />OS= •Ga074 <br />z-34 G F. le" <br />5=. Dom � A- �GYi9TER G//I/E" <br />SE O./. <br />9.B4 46 G.F.-Ao'670?f /A�/V(/. <br />/NV. O D./. /NV. = //.DO � 41 <br />�//VV 6p M141=10.60 Q <br />W,4rX,•,e L/NE 0 <br />26'/ G.F. SEbi/ER /O"SEN/E�P <br />h /NV 6.34 <br />N <br />/NV. <br />�l <br />FLOW LINE <br />CURVE DATA <br />A= 92 53' <br />35'' 7' <br />R = 27.00' <br />86 <br />L = 43.77' <br />7 <br />C = 39.14' <br />82 <br />T = 28.40' <br />9 <br />36 37 <br />38 <br />\ <br />n <br />• <br />• <br />• <br />86 <br />6 <br />7 <br />83 <br />82 <br />8 <br />9 <br />CURVE DATA <br />FLOW LINE <br />CURVE DAT <br />D = 90 00' 001' <br />�L.Lj� <br />R = 27.00' <br />= 9 35' <br />Q i <br />J Q W <br />US <br />�J? <br />FLOW LINE <br />FLOW LINE <br />CURVE DATA <br />CURVE DATA <br />/B /B• <br />7' A = 87 06' 25' ' <br />A = <br />92 53' <br />35'' 7 /B /B, <br />R = 27.00' <br />R = <br />27.00' <br />iZ <br />L = 41.05' <br />L = <br />43.77' <br />C = 37.21' <br />C = <br />39.14' <br />T = 25.67' <br />T = <br />28.40' <br />N <br />a <br />`` <br />77 <br />57 <br />58 <br />a <br />20C. F- CL. 200 C-�O <br />I <br />ST0.4M D✓E.P YVs]TER <br />N . <br />,may <br />I N <br />ZOC.F CL.2Q� c <br />STORM DYER <br />s //143 / • <br />/x/45 / <br />78 <br />6 <br />.Gb3/ 7 <br />n <br />87 <br />86 <br />85 <br />84 <br />83 <br />82 <br />FLOW LINE <br />CURVE DATA <br />FLOW LINE <br />CURVE DAT <br />D = 90 00' 001' <br />R = 27.00' <br />= 9 35' <br />' <br />- 7 Ant <br />L=42.42 R- 6 0 <br />C = 38.18' L = 11.21' <br />T = 27..00' C = 11.20' <br />R/EGER DR/VE T = 5.62' <br />NOTE <br />FINISHED CENTERLINE GRADE= <br />TOP OF CURB GRADE - O. or' <br />APPROVED BY THE SAN JOAQUIN COUNTY ! PLAN A PROFILE <br />DIRECTOR OF PUBLIC WORKS. <br />I i <br />i <br />BY: DATE: <br />I R✓EGER LANE <br />I <br />/4�0 �� FLOW LINE <br />CURVE DATA <br />= 112 03' 421, <br />79 R = 53.00' <br />8/ L = 103.66' <br />C = 87.91' <br />80 T = 78.67' <br />A <br />04" <br />ISIONS: Yl,'W, I:I. <br />T;; H* 0 M *F'w& Si g 0 INE <br />NUINEERE <br />0'6'2Tit srREFf, XAOE-STO,"A 95,154 z3�:12'y:ki5fi <br />•/5 <br />' /4 <br />•/3 <br />'/2 <br />• // <br />•/0 <br />9 <br />'8 <br />7 <br />•6 <br />• 5 <br />TO MARC, 1-4715,89 "..i.T. <br />F <br />S <br />HEET <br />Mt3Ep <br />RCE .9226 D E P/RES /2 3/ 88jMM NNW <br />ro <br />HD r _P 5-88 ',Fab <br />