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69 - 4 <br /> T2M;?BE <br /> FRONT STREET (LINDEN) <br /> Sec /5 25 25' R N0.0 INDEX °NO. YEAR SHEET TMTT <br /> 852 1 20 J 1 1955 1 2 1 2 <br /> 3' 3' 24 x0.12 PM.S. over 0.42 U.R.B. COUNTY OF SAN JOAQUIN <br /> 14.0' /–Profile Grade Y�� <br /> _ 2.0% �/ <br /> _ 3 Rood Conwm E. <br /> 7X77 <br /> LA Bradley R E. 7 77 <br /> e: <br /> ° County <br /> � 3 In <br /> sioner <br /> Z N Ditch Grade <br /> Sta. 0+00 to Sta. 18+00 <br /> QI NI �'ZO <br /> Y h00 <br /> ii 1 L <br /> .. 0 0 0 (I) o o + 26- x 0.12 PM. <br /> over 0.42 U.R.B. <br /> STA 34 00 <br /> �+ a: o: 7n a n _ <br /> I zs" Zs' Zs I END OF PROJECT " 17.0 } Profile Grade <br /> p u er Grade <br /> � : 1p Iq 1 y, • <br /> ffff , _ <br /> j x <br /> R/W I I <br /> 1 <br /> • R � <br /> ' /W <br /> 1 <br /> Existing Curb—,� Var. /, <br /> 1 [; ,. . <br /> 1 1 1 1 J <br /> 1' , <br /> J Y'i <br /> 1' 1111 Z ♦\ � J <br /> Sta. I8*00 to Sta. 34*00 <br /> i I W I �� i i i 1 I I <br /> I \• \ \ \ \' \ \ Ao ( \ RAW\ A55 <br /> TYPICAL CROSS SECTIONS <br /> x \ \ \ \ \ \ <br /> t> W. Scale I° = 4! <br /> ' - O v Z j�N <br /> G Cs L) <br /> ` Z � Z <br /> I ?�; Cost Iron Grills to be City of Stockton <br /> Standard C.B. Top (or its equal <br /> �20" Diann 2• 2 <br /> LO <br /> 8i• : 16 • Siam. D BL. R' *101 A C . "y a '.'•` o e o v c. o d' <br /> 6 x 6� 10 10 <br /> o 4 TYPICAL Wire Mesh o 0 0 0 o <br /> A > CATCH BASIN <br /> o <br /> Scale I" = I' <br /> 4 ; TYPICAL VALLEY GUTTER <br /> Scale I"= 100' <br /> Scale I I/2°= I� <br /> to1 <br /> BM-/A - BM-/B BM-/C <br /> J.P. Left --- RR Spike in PP. Left - = RR Sdk¢ in T.F Right I p o <br /> -- Sta 25+67 £lev88.33 -- -- S1tx 29+/0 E/e�8966 -- - S1a 33+/7 Elev 92.53 <br /> --------- _- _ - _ <br /> i -- <br /> - - _ - 90 <br /> = 40 25 25 <br /> ` 89tC = 1 89 9 13 15 15• 10 <br /> _ 9 9' 10 <br /> �__ <br /> 88 s= o Q I-= <br /> 88 <br /> Conform <br /> 87 i 87 <br /> }} <br /> : --- Conform <br /> -- _— f <br /> 86 R/w Conform <br /> R/w R/w R/w R/►N <br /> s --- Conform85 <br /> • Q$ a <br /> ,N 100 2� '90d = _ 52'va1 Gulttr s' — 9 Existing Cur sting C Existing Curbs 00 <br /> 85 <br /> ff <br /> ---_ ____ ._._ _. _.._ ___ .___ __ ___... ._-.. ..- .. .._. __.___ . <br /> YI <br /> N N'r <br /> _- _ + <br /> 83 O O 18 00 <br /> « a _ _ m <br /> 1 r, <br /> Ali <br /> 11 f 11 1 *An <br /> _:: I R/W <br /> 82 <br /> CU <br /> 0 - _� t: R/w RIW R/w <br /> _ 81 <br /> 80 1 so <br /> _, -- _ — --- - — — an• — -- -- - —_ -- -- - - - - Z <br /> z ® 0.12 PMS. over 0.42 U.R.B. <br /> CONSTRUCTION DETAILS <br /> SCALE I•= 30• OR AS NOTED <br /> ------ _ _� : _ - _ _ _ <br /> 1 SHEET <br /> TOTAL <br /> EXCAVATION 42 37 32 37 42 42 60 51 14 1 357 <br /> EMBANKMENT 0 0 0 0 0 0 0 5 5 10 <br /> 25 6 7 8 9 30 1 2 3 4 <br /> PLATE X -F'1_AN-PROFILE o. r. R. & n. 1:... STAIWARD <br /> KEUFFEL& EVER Co.. WEW YCRI,. <br /> K CE Co No. 346-I0 ' <br />