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AC DIKE <br /> 536 <br /> "F" LINE 537 <br /> 535 <br /> AC DIKE <br /> LOWER SACRAMENTO ROAD <br /> Of +66.76 "F" +14.67 "F" GRADE BREAK +13.08 "F" <br /> rn o rn o +26.95 "F" 42.00 Rt 27.21 44.93' Rt 26.75 <br /> r� _ _ _ _ _ _ 27.02 42.00' Rt 26.71 <br /> o r` 00 N 28.14 42.00 Rt - -- - - - - - - - - - - - - - - - - - <br /> - - - - - - - - - - - - -- -- <br /> 28.15 + -2 N - -+ �- - - - - - - - - - - - - - - - -27.44- 27.13 27.02 - - - -- <br /> +56.79 F BC - - - <br /> 42.00' Rt _ - - - - - _ 27.51 5 <br /> 27.71 <br /> 27.34 <br /> 1 /2 3 �� 27.66 27.52 27.29 <br /> 1 +66.76 "F" '$ <br /> 27.88 27.87 +26.95 "F" RIP RP 57.00' Rt 58.85' Rt RP <br /> 27.60 57.00 Rt +82.51 F „ „ 6 7 <br /> +56.79 "F" 1� +11 .95 "F" +93.06 F <br /> RP 57.00' Rt +71 .79 "F" 27.82 56.68' Rt 57.14 27.90 27.79 59.04' Rt tK 27.56 27.66 <br /> 57.32 Rt rn N 27.71 11'\ <br /> 27.92 <br /> 27.95 <br /> +82.47 "F" +93.12 "F" <br /> 27.93 +11 .67 "F" 69.83' Rt 69.60' Rt 27.82 <br /> +71 .52 "F" „ 70.00' Rt 27.90 27.79 „ <br /> 70.00' Rt +83.52 "F" +97.67 F RP +98.80 F <br /> 70.00' Rt 70.00 Rt 82.00 Rt +41 .66 F 27.98 EC 28 02 +13.08 F RP <br /> 79.90' Rt 82.00' Rt <br /> +42.33 "F" +70.30 "F" <br /> 88.65' Rt <br /> 86.49' Rt <br /> DRIVEWAYS ON LOWER SACRAMENTO ROAD ( L- 2) <br /> SCALE 1 "=10' <br /> CURVE R D L T <br /> GRADE BREAK <br /> 28.15 9 - 28.14 O 15.00' 91 '12'30" 23.88' 15.32' <br /> - - - - - 8 - - - - - - - - - 2 7.07' 180°00'00" 22.21 ' - 1 : , = = <br /> 28.08 <br /> 533+72.06 "F" 8 534+12.07 "F" O 15.00' 88'46'31 " 23.24' 14.68' <br /> 42.00' Rt 28 03 42.00' Rt <br /> % O 15.00' 90°57'14" 23.81 ' 15.25' <br /> 28.01 <br /> 533+72.06 "F" 534+12.07 "F" RP O 15.00' 113°2'16" 29.59' 22.68' <br /> RP 57.00' Rt 57.00' Rt <br /> 533+87.06 "F" 27.91 O 40.00' 63°34'27" 45.78' 25.77' <br /> 533+97.07 "F" <br /> 57.16' Rt 56.84' Rt O 40.00' 97'28'46" 68.05' 45.59' <br /> 27.94 O <br /> 15.00' 90035'48" 23.72' 15.16' <br /> 533+86.93 "F" 27,78 533+96.93 "F" O 15.00' 89024'12" 23.41 ' 14.84' //� PRdFESSIpNg7 <br /> 70.00 Rt 70.00 Rt <br /> CURVE NUMBERS REFERENCE CURVES ON THIS SHEET ONLY REGISTERED CIVIL ENGINEER <br /> w ICHAEL A. SANCHEZ m <br /> DRIVEWAY ON LOWER SACRAMENTO ROAD ( L- 2 ) 5/20/2005 A <br /> No. C60254 <br /> PLANS APPROVAL DATE <br /> Exp. 06-30-06 <br /> SCALE 1 "=10' Jf CIVIL <br /> Quincy Engineering, Inc. q � <br /> 3247 Ramos Circle lF OF CA��F�� <br /> Sacramento, CA 95827 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> M.KNIGHT 05/17/05 A L �� COUNTY OF SAN JOAQUIN AS SHOWN CONSTRUCTION DETAILS C-9 LOWER SACRAMENTO ROAD IMPROVEMENTS NO. SHEETS <br /> MICHAEL A. SANCHEZ 5/18/05 KEITH D. RHODES 5/19/05 �.1d HARNEY CURVE PROJECT 29 96 <br /> FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE FOR REDUCED PLANS ORIGINAL 0 1 2 3 <br /> 5{ SCALE IS IN INCHES I I I I sl66rcd9.dwg, Thu, 19 May 2005 - 3:37pm, mikek <br />