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UN RSE. M D B & M SACRAMENTO BOULEVARD <br /> /3.09 <br /> ROAD <br /> No. INDEX FN O. YEAR ILESHNO.T SHE TS <br /> SEC. 3 I , /969 8 /o <br /> � Conform <br /> AS <br /> Con form <br /> L 6 <br /> ' Collsf NO *57 '10 W8J5, 65 ' NO z. as i <br /> -ZQIN- <br /> /d' /2'/2 /e' DA Tp' -. /3 .02 <br /> I hm <br /> v = <br /> OA/r STA. 7t34.35 <br /> mI I I STREET 394* 25' 1 ""VY <br /> Existing <br /> �, y, I Q �, Concrete Wa//rz I I J _ <br /> - <br /> N b of ^1 N /2 . 90 <br /> L--_ I h - - <br /> �\ I <br /> o, C <br /> ti II / I <br /> 2 3 4 25 6 � II <br /> -_—i \ 4 Conform 12' 12 <br /> — --� � STA. 664. 97 <br /> TypRNTON ` \ <br /> P/ace 48L.F. —/B"'CM.P N99°/Y 40,IIT I <br /> See Sheet "9 nl ROAD o <br /> For /ntersec tion <br /> Defoi/s q /2.63 <br /> to h R /,?. 63 <br /> O � <br /> LAEG EV,9 75 Conform \ II OX STREET <br /> /2. � � <br /> ® — 0. 33'A99regafe Bose. <br /> \� = 20 ' <br /> ® Variob/e Asphalt Concrefe LEGEND <br /> ovCr eX%s/i79. END OF P ®— Voriob/e 14 over Existing. /6 <br /> STA . 27 + 77o6O 0- Elevation cff Finished Grade. <br /> S' B8.B9 l/. 4 8 <br /> N <br /> Sco/e : / "=S0 ' 0. 20 'Aspha/I Coo7crcfe <br /> over OSS A99regafe Bose. <br /> 10-36 0 /0. 62 I <br /> o <br /> Conform <br /> Trons - <br /> -��� <br /> PINE s d9°�� o"yy s'fa // S01(ghPad� <br /> 2 STREET / Z/ -' (B4ek <br /> by P <br /> h~ <br /> o /0.89 <br /> I <br /> h /0 ro o �O R O D Exis fin s <br /> 1a 10,160,�ll <br /> h /6' <br /> 1171 <br /> $ 46- Existing Pra fY/e 8 \ <br /> 0 ° <br /> Finished f Profile <br /> -0,20 "l, b <br /> ----- -___._ ° 6. fX411ny /J.C. Wa/k �= <br /> .. <br /> Q S <br /> W <br /> j <br /> !� F. L. Rt 4. 90 O <br /> F.L. L t. 4.50 �i Qj <br /> O <br /> ZZ <br /> w <br /> Q <br /> h <br /> INTERSECT/0N SHEEr <br /> QUANT/T/ES / //VE .ST/QEET 5 _g 8t B8 97 <br /> INCL 11M,0BELOW TOTAL <br /> EXCA VA TION 79 125 179 60 88 1 93 1 86 95 <br /> EWA N!(MEN T 9 O 1 S 5 <br /> STAT/ON 20 21 22 23 24 /4 ZS ?9 26 // 27 O 28 67 /6' /� <br />