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LSI - <br />EIGHT MILE ROAD ( 1 ) <br />RON0.AD <br />INDEX FINLE <br />TEAR SHEETN TOTALNE <br />23,14' R-17-017 9961 a 17lel <br />N o <br />N I <br />N <br />rJJ <br />UJ <br />Z <br />a <br />O -i <br />Q I <br />x9 <br />Conform <br />12' L, <br />fo. <br />J, t3`0 <br />20' 20' R/W 45 0 <br />R/W Fv l NI R/W <br />O sO <br />ct d d' <br />it <br />22 221 223 N 2 k 2 2 <br />Op <br />s <br />R/W 01 <br />r <br />RIW <br />o- 20' <br />J <br />R/yy Place 15"x 80' E.S.C.P, as shown <br />12 12' Connect to DropInlet Q god Plate 15"x50'E.S.C.P. as shown Connect <br />Co arc to Drop Inlet <br />T)_ <br />Q\° <br />G°',T' Sta. 226+64 Place DropInlet - 23' Rt. Gra+e Elev. 52-25 <br />Connect 15 E.S.C. . 5-Drains to Drop InletC'JI TYPICAL DRIVEWAY <br />I R/W Conform <br />STA. 226 +91 Const <br />Q a m R•14' R-14' <br />STA. 221 + 50 <br />E. B. M. U. D. CROSSING 14 . <br />N <br />ALPINE ROAD <br />a • <br />R!M R'14' <br />Noh:Culvert list refera io this flow line. <br />RIW Conform <br />3 <br />E <br />I <br />3' <br />Const. <br />TYPICAL FIELD ENTRANCE <br />R• 1145.92' <br />i 0 8028'14" o <br />CD <br />Go N ON 5.00'. IN <br />d Tr 84.90 <br />1 L•169,41' <br />sa+ v«I PIv" Chi 169.26' 1, <br />I ice U Ch &9 N 84'5443"E 1 <br />0% i m <br />Olen/eras[ ErisiiAreR/U1/ <br />R/W R/w <br />0, <br />LEGEND <br />lJndn growl Ttk C blt <br />I Trgn*tion— --———— — — — T <br />O <br />t <br />v " -R1 R•I 1, <br />a-- <br />r N m 0.21' A. C. over 0.50' A.B. over 0.50' A.S. <br />N <br />o <br />N 7A6 248 49 3 2 Var. A.C. over 0.50' A.B. over Var. A. S. <br />LO <br />v M PI _R't?Q R.1 1' T 2 N,R7 E <br />til Penetration Treatment over Var. A.B. <br />R/W N RIW R/W 70 <br />R/W <br />20' <br />J IN <br />Conform 12' <br />p <br />N 1146.92 <br />cl <br />Penetration Treatment over 0.33' A.B. <br />I 4" 8.28'14" <br />1 I 0 . 5000,aOD <br />o t <br />T • 64.90' N I 0.08' A.C. over 0.33' A.B. <br />g p L=169.41 rq <br />a <br />NIS rn N Ch=169.26 I 1 1 <br />H N a Ch.Brg.N 84 54 43 E <br />LLUi <br />0.21 A.C. Over 0.50 A.B. <br />N N N1 € <br />N a Direction of Flow <br />i <br />I STA. 283 + 47 <br />STA. 247+ 27r COUNTY oP SAN Jo <br />STATE H IG H 11VAY 844 & 372 DEPARTMENT Of PUBLIC <br />PEZZ I ROAD SIGN ROUTE 884- <br />AIL r <br />3c-cle: 1% 50'11 <br />1 NMRSECTION DE,T S <br />DESIGN: D.W. <br />APPROVED DATE DATE. <br />7 DATE DESCRIPTION APPRD. CW~4: <br />OR L. M. BRADLEY R.E. <br />7077 REVISIONS CFiKD: DIRECTOR OF PUBLIC <br />WORKS s