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:�Ifcs1.A a...•.nY.s�p�� . <br /> l rn li i jI WEST' LANE 8t BIANCHI RD. SIGNALS <br /> I !I II I I <br /> ROAD 1 ItvDEX rILE YEAR45HEET • TOTAL <br /> NO _. I_—_ EX NC. N0. SNEETS <br /> II <br /> l — — -- 1968 4 <br /> I I .I II <br /> III <br /> ll <br /> 1 I , <br /> I I! III I <br /> III <br /> I 11 ,I I I <br /> 1111 � I <br /> 'I I <br /> I I I `d, III i <br /> I• ' I t t <br /> CURVE DATA <br /> L = IJ2929' <br /> R = 2097.845' <br /> I I. <br /> 300 50' 34' <br /> T 578.687 <br /> CH. = 1,115.701' <br /> III CH. B R.= N 58050' 58 E <br /> Ir III I <br /> Extend 22"X 13" C.M.P.A. 41t. a 4'rt. <br /> Old <br /> + <br /> Place 60' x 12"ESCP :Exist pipe to remain <br /> o �� in place. �, c <br /> y --- <br /> h <br /> u' 1 13 _- - - -- - - __. - .% t _ - 135' -— — 100 ----- <br /> 100 5 <br /> >. <br /> SEE DETAIL A'�\ <br /> SEE DETAIL 'A' <br /> _•. 11 I Exist. pipes toll <br /> Iwr�emoln in place. ll <br /> II 7+00 <br /> It00 2+00 3+00 i 4+00 _ 5+00 6+00 t0 <br /> II I I II <br /> conform I' I <br /> _ l <br /> Exlst pipe to remain in place. II f' SEE DETAIL 'A' <br /> SEE DETAIL 'A' :� <br /> _�- - _- - ..� • Y Y 100' <br /> ----- <br /> I 135' <br /> 100' 135' ---- <br /> - - - --- - - -- - --- -------- _ ___ - ---- - - ._ _ _ - - .. - — ---- --- - - ---— - --' ___ — - -- . - - -- <br /> •✓ Ol ll N <br /> L Place 70' x 12 ESCi �/" Extend &'x 13" CMPA. 16' it. a 16'rt ~ <br /> 42' 42' I <br /> .I <br /> 2" 6' 4 14' 32'of exist pvmt. to remain 14' 4 6! 2' <br /> 42' 42' <br /> shld. widening - max. 16' 16' widening — max. shld <br /> 14' 16' 16' 14' 4' 6' 2' <br /> �ZZ shId. widening-max widening- ahld. 1 <br /> cc <br /> '� •�•6.:5:. `b.:A.:tl � .Pa o.R.•..;{pr: ..0•?.F..:r: � I I I � f� � � <br /> 2%— D: <br /> 0.17'Aspholt Concrete : exi tin .7 <br /> 0.171 Asphalt Concrete ea <br /> 4:.0 :.:;a:;..::::,':• n Q, <br /> L00' Aggregate Base 1.00'Aggregate Base ' <br /> I II ! ! <br /> I II <br /> 0.17'Aspholt Concrete 0.17'Aspholt Concrete <br /> _ t L a L . 1.00'Aggregate Base I 1.00'Aggregate Base <br /> 1 <br /> TYPICAL SECTION <br /> TYPICAL SECTION <br /> f I I II i I III J <br /> Sta. 0+71 to Sta. 3+57 + t t 7+28 <br /> Sta 4 42 o Sta AS BUILT <br /> I I I <br /> 14. <br /> n CORRECTIONS <br /> NOS CHANGES <br /> LEGEND <br /> DATE <br /> 1 <br /> { I <br /> I <br /> 4, <br /> 0.17' A C. over 1.00"A.B. <br /> L� <br /> I I <br /> ,I <br /> f <br /> III ,II , ! Y,—•...._.,—.•.............. .m..l_......�,�., i`QG'M7Y Of SAN ►C1A{jliN <br /> REaFERLNCE <br /> ' DEPARTMENT OF PU#UC W011110 <br /> li III <br /> I I s e�++� <br /> i II p I I I I $ y: None FOD- WIDENING, <br /> :AHI [D- WIDENI G <br /> I <br /> 1 DETAIL A <br /> rt u i <br /> I > <br /> 12, <br /> • <br /> I 11 „ <br /> d AAA. .:. ,: z..” • 1'�". +....�: <br /> .,.. r 1, r .,3 ,. .. , •...... : ,. . : s= ,.. .aY <br /> !.. <br /> g j µ <br /> ...' .. ,.fl.. S. .e- <. ... <br />