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Q <br /> Q <br /> O <br /> 16, 16' <br /> z <br /> O z 30.61 +47.54 "E" <br /> 16.00 + <br /> Rt 00.28 "E" <br /> 8.00' Lt <br /> !� +24.32 "E" EP ELEV 29.79 4 <br /> F- +24.32 "E" 20.00' Rt TC ELEV 30.29 <br /> x - +24.32 E1p <br /> 16.00' Lt 2% 22.06 Rt <br /> +00.29 <br /> "E" RP(� 3 7.00' Lt <br /> +88.23 "E" 31 .96 i31 .85 +00.54 E <br /> 16.00' Lt I +82.83 "E" 6.03' Lt <br /> +74.75 "E" EC 32.04 20.00' Rt EP ELEV 29.71 <br /> 22.69' Lt o I +82.83 "E" BC <br /> "F" LINE 543 TC ELEV 30.21 <br /> RP 93.880 Lt 31 .54 _2% 31 .91 ' Rt +91 .63 "F" <br /> +88.17 "E" <br /> - - - 32.21 31 .85 94.03' Lt RP EP 0 4.0LLt 29.60 <br /> 1 I 2 ��� \AD TC ELEV 30.10 <br /> +86.38 "F" EC RAISED CONCRETE MEDIAN DETAIL C1 - 1 <br /> 30.37 <br /> 31 .84 131 .27 54.42 Lt SCALE 1 "=5' <br /> +78.67 "F" BC 31 .15 :- 30.8 +59.25 "E" <br /> +02.43 F 54.57' Lt 30.76 0'24% ��\ 30.86 8 <br /> „ 2.00' Lt <br /> 30.44 ° 30.72 +59.56 "E" EP ELEV 31 .79 <br /> 42.00 Lt 30.78 `V 1 _ \N, 31 .27 �'n 3.95' Lt TC ELEV 32.29 <br /> GRADE BREAK <br /> - - _ _ - _ `I 31 .03 „ EP ELEV 31 .79 <br /> +36.22 F - - - - - - - - - <br /> - _ _N - - - - - - - - - - - - - � � � � _ GRADE BREAK TC ELEV 32.29 +59.25 "E" <br /> +78.67 "F" SEE RAISED o N - " _ 31 .24 42.00 Lt <br /> 30.59 34.00' Lt CONCRETE ISLAND ,°n' o +85.11 "F" - - 3.00' Lt RP <br /> 0 DETAIL C1 -3 + N + N +41 .36 "E" 34.00' Lt -- _ °� 9 <br /> 37.99' Rt <br /> 43 °/ 31 .40 <br /> 544 w <br /> F +47.12 "E" z <br /> 542 SEE RAISED CONCRETE LINE r� 10.03 Lt <br /> MEDIAN DETAIL C1 -1 545 EP ELEV 31 .38 w <br /> F 543+25.96 = SEE RAISED CONCRETE TC ELEV 31 .88 <br /> "E" 200+00.00 MEDIAN DETAIL C1 -2 <br /> N <br /> LOWER SACRAMENTO ROAD <br /> +37.69 "E" +37.00 "E" <br /> 20.17 Lt 2. 00' Lt <br /> EP ELEV 30.99 EP ELEV 31 .01 <br /> TC ELEV 31 .49 TC ELEV 31 .51 <br /> d- <br /> RP +36.84 "E" 6 +37.00 "E" RP <br /> 30.8219.63 Lt��5 3.00' Lt <br /> EXTENSION ROAD INTERSECTION WITH LOWER SACRAMENTO ROAD ( L- 3) 7 <br /> SCALE 1 "=20' +35.84 "E" <br /> +98.09 "F" 19.62' Lt +36.00 "E" <br /> fl 34.00 Lt EP ELEV 30.92 3.00' Lt <br /> w +48.20 F 11 +49.02 "F" TC EV 31 .42 EP ELEV 30.96 ''• <br /> z 7.57' Lt TC ELEV 31 .46 <br /> J EP ELEV 29.89 8 O <br /> P ELEV 29.91 <br /> Tc ELEV 30.39 CURVE R D L T RAISED CONCRETE ISLAND DETAIL C1 - 3 <br /> TC ELEV 30.41 <br /> +49.02 "F" <br /> RP 7.00' Lt O 40.00' 50°28'37" 35.24' 18.86' SCALE 1 "=5' <br /> O 40.00' 65035'10" 45.79' 25.77' <br /> 00 O 75.96' 9°30'24" 12.60' 8.29' <br /> 543 "F" LINE 10 O <br /> 1 .00' 166'15'01 " 2.90' 8.29' <br /> +27.87 "F" O 1 .00' 148°28'03" 2.59' 3.54' <br /> 7.00' Rt <br /> RP +00.00 "F" EP ELEV 29.26 O 1226.00' 0046'36" 16.62' 8.31 ' <br /> 7.50Rt TC ELEV 30.32 1 .00' 89651 '35" 1 .57' 1 .00' <br /> R=0.5' O1 .00' 162'11 '03" 2.83' 6.38' <br /> 9 RpFESSIOp <br /> � <br /> 38.00' 41 59'23" 27.85' 14.58' REGISTERED CIVIL ENGINEER <br /> 10 62.00' 22°14'46" 24.07' 12.19' 5/20/2005 c� ICHAEL A. SANCHEZ <br /> No. C60254 - <br /> 1 .00' <br /> _ <br /> 11 1 .00' 49`22'53" 0.86' 0.46' PLANS APPROVAL DATE * EXP 06-30-06 <br /> RAISED CONCRETE MEDIAN DETAIL C 1 - 2 Quincy Engineering, Inc. rlq CIVIL <br /> SCALE 1 "=5' CURVE NUMBERS REFERENCE CURVES ON THIS SHEET ONLY 3247 Ramos Circle lF of CpUFo� <br /> Sacramento, CA 95827 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE LOWER SACRAMENTO ROAD IMPROVEMENTS SHEET TOTAL <br /> M.KNIGHT 05����05 COUNTY OF SAN JOAQUIN AS SHOWN CONSTRUCTION DETAILS C-1 NO. SHEETS <br /> %� <br /> MICHAEL A. SANCHEZ 5/18/05 KEITH D. RHODES 5/19/05 71G(l /0 � OS <br /> FOR REDUCED PLANS ORIGINAL HARNEY CURVE PROJECT 21 96 <br /> o <br /> FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE i z a <br /> ' , (p I SCALE IS IN INCHES I I I I s166rcd1.dw9, Thu, 19 May 2005 - 1:23pm, mikek <br />