Laserfiche WebLink
o- <br /> 1� i� LL- <br /> LL- i� <br /> _ J - i L ( - +00.00 „F» <br /> O J 1 cn 00 ao - Ln <br /> N - 0D 0 n o Un o ' n +75.56 "F" 17.00' Lt <br /> NNo Ln ro + N + 17.00' Lt +25.00 FN + <br /> + " <br /> 42.00' Rt <br /> +75.00 "F" 27.54 27.76 <br /> 4.45' Lt - <br /> „ +02.56 »F" ' 27.59 2 �� r' 28.15 28.21 28.27 <br /> +50.00 F 5.11 ' Lt `J +25.00 „F„ 28 04 3 0 x <br /> 3.85' Lt 1 5.95' Lt - 28.27 0o 0 <br /> - _- - - - 28.30 28.32 N N <br /> 28.08 28.21 28.25 28.25 27.92 28.27 28.31 533 <br /> "F" LINE <br /> +62.25 "F" 0 <br /> 532 +50.00 "F" +56.52 "F" - -i <br /> 0 7.39' Lt GRADE BREAK 28.78 m <br /> 0 6.88 Lt 7.13 Lt 28.74 <br /> 28.51 28.55 N 28.59 28.63 28.67 28. 71 - � - -- - - - - - - - - - w <br /> - - - - - - - - - - - - <br /> cn <br /> - - -- - - - - - - -- „ +00.00 „F„ w <br /> +50.00 "F" +50.00 "F" +75.00 "F" +00.00 "F" +25.00 "F" +50.00 "F" +75.00 F <br /> 12.90' Rt 12.90' Rt 12.50' Rt 12.10' Rt 11 .71 ' Rt 11 .31 ' Rt 10.91 ' Rt 9.79' Rt J <br /> +25.00 "F" _ <br /> LOWER SACRAMENTO ROAD 8.67' Rt <br /> N <br /> 0 0 0 O 0 0 0 <br /> O O o o O o 0 <br /> SAWCUT N N N N N N N <br /> 28.00 27.96 27.99 28.02 28.05 28.08 28.10 28.12 <br /> +50.00 "F" +75.00 "F" \ +00.00 "F" +25.00 "F" +50.00 "F" +75.00 "F" +00.00 "F" +25.00 "F" <br /> 42.00' Rt 42.00' Rt 42.00' Rt 42.00' Rt 42.00' Rt 42.00' Rt 42.00' Rt 42.00' Rt <br /> 27.83 27.92 28.30 28.60 28.87 29.14 29.38 29.55 <br /> +50.00 "F" +75.00 "F" +00.00 "F" +25.00 "F" +50.00 "F" +75.00 "F" +00.00 "F" +18.00 "F" <br /> \ " _ <br /> 42.00' Lt 42.00' Lt 42.00' Lt 42.00' Lt 42.00' Lt 42.00' Lt 42.00' Lt 42.00' Lt <br /> 28.42 Ln N , N oo o <br /> O O O N <br /> +50.00 "F" <br /> 17.00' Lt <br /> 28 71 AC DIKE <br /> Li 0 +25 .00 "F" +50.00 "F" 28.74 <br /> > <br /> 0 N "F" LINE 534 4.18' Rt 3.05' 535 <br /> Rt <br /> Q +00.00 "F" 28.90 28.86 _ - - - -- r <br /> Iw 28.82 28.86 5.30' Rt - -- - - - - -- - - - - - -- -- -,,„- - - - „ +18.00 „F„ <br /> +75.00 F +00.00 F <br /> - - - - - - 28.82 28.78 , 0.00' Rt <br /> -- - - - - 1 .93 Rt 0.81 Rt <br /> w - <br /> z <br /> J <br /> +50.00 F„ pp +75.00 "F" VAC DIKE <br /> , <br /> 7.54' Rt 6.42 Rt LOWER SACRAMENTO ROAD CURVE R D L T <br /> Q GRADE BREAK O 15.00' 64902'24" 16.77' 9.38' <br /> 0 0 0 0 0 0 0 0 O 15.00' <br /> 0 0 0 0 0 o O o 64°15'54" 16.82' 9.42' <br /> 0 0 0 0 0 0 0 0 <br /> N N N N N N N N O 15.00' 66022'18" 17.37' 9.81 ' <br /> CURVE NUMBERS REFERENCE CURVES ON THIS SHEET ONLY <br /> +75.00 "F" +00.00 "F" +18.00 "F" <br /> 28.13 28.15 28.17 28.10 28.04 42.00' Rt (27 <br /> 2.00' Rt 42.00' Rt <br /> - - - - - - - - - - - - - - <br /> - - - - - - - QROFESSIp>, „ „ „ 27.9 8 .9 2+50.00 F +75.00 F +00.00 F +25.00 F +50.00 FREGISTERED CIVIL ENGINEER <br /> 42.00' Rt 42.00' Rt 42.00' Rt 42.00' Rt 42.00' Rt 27.87 w ICHAEL A. SANCHEZ <br /> SEE DRIVEWAY ON LOWER SEE DRIVEWAYS ON LOWER 5/20/2005 No. C60254 a <br /> SACRAMENTO ROAD c-9 SACRAMENTO ROAD c-9 PLANS APPROVAL DATE � ExP. os_30_os <br /> SOUTH CONFORM LOWER SACRAMENTO ROAD ( L- 1 ) ( L- 2) >'~ <br /> Quincy Engineering, Inc. Jf4 CIVIL <br /> SCALE I "=10' Sac Ramo, Cir 193827 TF OF Cp��F�P <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE 1 13-LOWER SACRAMENTO ROAD IMPROVEMENTS SHEET TOTAL <br /> M.KNIGHT 05/17/05 ��.A COUNTY OF SAN JOAQUIN 1 "= 10 8 NO. SHEETS' CONSTRUCTION DETAILS C- <br /> MICHAEL A. SANCHEZ 5/18/05 KEITH D. RHODES 5/19/05 � �/��j� ;47/0-r <br /> FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE FOR REDUCED PLANS ORIGINAL 0 1 2 3 HARNEY CURVE PROJECT 28 96 <br /> �S� SCALE IS IN INCHES I I I I I sl66rcd8.dwg, Fri, 20 May 2005 - 9:16pm, wendyt <br />