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AC DIKE TYPE JEC <br /> 41 ' 50' <br /> 0 <br /> Q <br /> 0 <br /> 561 +01 .50 0 <br /> 41 .00' Lt 1- <br /> 561 +01 .50F" Z END AC DIKE (TYPE A) <br /> RP 86.00' Lt 28.57 & W 28.94 <br /> 560+93.96 "F" EC, 50.00' Rt f 560+93.96 »F» RP <br /> Q 90.00 Rt <br /> 01:� 28.34 2% <br /> QPEDESTRIAN BARRICADE (TYPE 1 )99 11 <br /> V) 560+86.16 F , 52.00 Rt 1 I r <br /> 2� <br /> � 28.51 3 <br /> 28.35 <br /> � w 28.45 +62.57 "H' <br /> W <br /> � �1 <br /> END AC DIKE TRANSITION - BEGIN AC DIKE (TYPE A) 28.77 Lt <br /> / <br /> 0000 <br /> BEGIN AC DIKE (TYPE A) '7 2 0 560+73.70 F , 55.51 Rt00 <br /> 28.47 0 <br /> AC DIKE (TYPE E) 109+05.99 "H", 18.50' Lt J - <br /> 8.4 6'x3' DETECTABLE WARNING SURFACE, TYP 28 57 6 28.55 <br /> END AC DIKE TYPE E <br /> BEGIN AC DIKE TRANSITION <br /> 108+95.99 "H", 18.50' Lt BEGIN AC DIKE (TYPE A) 28.6-8 <br /> 8.39 110+51 .19 "H", 32.94 Lt <br /> f- <br /> 28.54 28.79 <br /> 109+05.99 "H" BC END AC DIKE (TYPE A) <br /> 18.50' Lt "F" 560+36.83= 110+81 .97 "H" BC 06 <br /> "H"109+92.77 18.50' Lt <br /> 110 HARNEY LANE 111 <br /> "H" LINE <br /> 29.A <br /> BEGIN AC DIKE (TYPE A) END AC DIKE (TYPE A) 06 <br /> `n BEGIN AC DIKE TYPE A 4 <br /> ao ( ) 110+51 .73 H 27.08 Rt 110+78.16 "H" EC <br /> 109+03.74 H EC 28.54 PEDESTRIAN BARRICADE (TYPE 1 ) 28.79 18.50' Rt <br /> 18.50' Rt 129.72 <br /> 109+30.10 H , 3 2.3 2Rt <br /> END AC DIKE (TYPE A) <br /> 28.45 560+07.30 "F", 54.71 Rt r <br /> 28.6 <br /> END AC DIKE (TYPE A) BEGIN AC DIKE (TYPE A <br /> 28.54 109+38.67 "H", 35.12' Rt ) ° ° +60.56 ' <br /> +30.20 "H" 560+00.35 "F", 48.88 Rt 0000 ° "H <br /> \27.58 Rt <br /> 33.50 Rt h 0S- <br /> ° 0 END AC DIKE (TYPE A) 20 28.61 1> <br /> 28.46 °000° END AC DIKE TYPE A �' 559+95.32 F , 45.98 Rt °° <br /> 559+94.86 "F", 49.86' Lt °00° <br /> 28.51 210 28.62 28.5& ° +87.93 "F" <br /> +85.87 "F" 48.45 Rt <br /> 50.79 Lt RAISED CONCRETE MEDIAN <br /> 1Ibc STANDARD FLARE PER +78.94 F'-'(9 28.68 28,50 <br /> SJ CO. STD PLAN R-20 5.00 Lt <br /> 559+67.70 "F„ 28.70 <br /> 559+77.90 <br /> 87.00 Lt BEGIN AC DIKE (TYPE A) <br /> 87.00' Rt <br /> BEGIN AC DIKE (TYPE A) <br /> CURVE R D L T 559+67.70 "F" BC 559+77.90 "F ' BC, 42.00' Rt <br /> 42.00' Lt 8' <br /> O 45.00' 93'40'41 " 73.57' 47.99' <br /> 4' "" QR4FESSIpy4l <br /> O 45.00' 90°46'26" 71 .29' 45.61 ' 42' � �o F <br /> O3 42' - - 11 r REGISTERED CIVIL ENGINEER y�40.00' 89'06'57" 62.21 ' 39.39' <br /> ' w ICHAEL A. SANCHEZ m <br /> 5/20/2005 = Na. C60254 - <br /> O45.00' 86°58'42" 68.31 ' 42.69' PLANS APPROVAL DATE 49 Exp. 06-30-06 >f <br /> CURVE NUMBERS REFERENCE CURVES ON THIS SHEET ONLY HARNEY LANE INTERSECTION WITH LOWER SACRAMENTO ROAD ( L- 6) Quincy Engineering, Inc. sfq GSL <br /> El <br /> 3247 Ramos Circle lF OF C <br /> Sacramento, CA 95827 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE LOWER SACRAMENTO ROAD IMPROVEMENTS SHEET TOTAL <br /> MANIGHT 05/07/05 / COUNTY OF SAN JOAQUIN SCALE: 1 "= 10' CONSTRUCTION DETAILS C-4 SHEETS <br /> MICHAEL A. SANCHEZ 5/18/05 KEITH D. RHODES 5/19/05 �/ ,d !�7�s HARNEY CURVE PROJECT 2244 96 <br /> FILE NAME DRAWER SHEET N0. ACAD REVISIONS DATE FOR REDUCED PLANS ORIGINAL 0 t 2 3 <br /> �� SCALE IS IN INCHES I I I I s 1 66rcd4.dwg, Thu, 19 May 2005 - 3:31 pm, mikek <br />