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I I <br /> I � I <br /> ti <br /> x <br /> ' \ END REMOVE <br /> CONCRETE MEDIAN <br /> 15.8" RT "F"- -504+55.27 <br /> rs .,,,,,, ,,,,,, <br /> _ R/W <br /> PAVEMENT REPAIR = 11 SQYD - - - - - - - - - - <br /> BEGIN REMOVE <br /> CONCRETE MEDIAN <br /> 15.8 RT "F" 504+34.56 505 <br /> N00035'48"w "F" LINE LOWER SACRAMENTO ROAD <br /> BEGIN ACG DIKE (TYPE A) 3561 .46 <br /> BM 5 58.87 R "F" 503+48.50= 37.00' Rt <br /> 9.50' Rt "ARM" 1 +61 . 13 "F" 503+89.31 EC= EXISTING <br /> _ CONFORM - <br /> „ARM" 2+09.99 EC - „ <br /> 38.00 Rt F 507+32.00 <br /> G SAWCUT & CONFORM rn "ARM" 5+52.68 CONFORM <br /> 5.59 �n SAWCUT AND <br /> G <br /> CONSTRUCT CONCRETE - 25.51 NEW EP EXIST EP CONFORM N00025'47"W 5+00 N1 EXISTING EP <br /> RAISED MEDIAN NOSE _ <br /> WITH 2' RADIUS 12 - <br /> r, <br /> 2543 ----C _ a - - o-- - - -- - o-- -- --- -._ - - - <br /> _ - - - - - - <br /> y MODIFED ASPHALT CONCRETE - _ - - <br /> - - - - - - - - - <br /> � ; _ OVERSIDE������ R/W <br /> 9�"'� " xn �9 � � _ <br /> 61 .60' RT "F" 504+47.60 END AC DIKE (TYPE A) <br /> 25.59 11 46.50' Rt "F" 503+89.31 EC=\ „ '9.50' Rt "ARM" 2+ 10.02 BC 40.00 Rt F 507+32.00= <br /> / 2.00' Rt "ARM" 5+62.68 <br /> END AC DIKE (TYPE A) <br /> 25.91 ' <br /> 67.08' Rt "F" 503 38.31 = 3�1 <br /> 9.50' Rt "ARM" 1 + 6.33 2 r' <br /> ��g CURVE NO. R D L T <br /> 94.47' Rt % N> >. 11 73.50' 72'05' 18" 92.48' 53.49' <br /> "F" 503+ 10.33 ARM ' 1 +05 56 ,8 S4 e 83.0 83.00' 72°05' 18" 104.43' 60.40' <br /> ANGLE POINT Q 120.00' Rt 12 <br /> Q "F" 503+89.31 RP CURVE NUMBERS REFERENCE CURVES ON THIS SHEET ONLY <br /> 0 ' I BEGIN AC DIKE (TYPE A) <br /> I <br /> 97.40 Rt F 503+ 19.37 BC--= <br /> 9. 11 ' Rt ARM 1 +02.86 BC „ „ <br /> Z m 11 ARM LINE PROFILE NOTES: <br /> 00 <br /> It i Of wo I I STATION OG ELEVATION 1 . FOR COMPLETE RIGHT OF WAY DATA, SEE RIGHT OF WAY <br /> F-- z I 0+00 26.37 RECORD MAPS AT COUNTY OFFICE. <br /> I NEW EPCtf 0+50 26.30 <br /> � Q <br /> Q ' 1 1 +00 26. 12 LEGEND <br /> � I <br /> SAWCUT AND 2 1 +50 25.64 EXISTING TOPOGRAPHY <br /> CONFORM o <br /> + 2+00 25.78 - - R/W LIMITS AND PROPERTY LINES <br /> 0 <br /> 200.20' Rt "F" 503+ 15.58= 2+50 25.70 <br /> � I C� CUT & FILL LINES <br /> 10.50'.10.50' 7.88' Rt "ARM" 0+00.00 3+00 25.64 <br /> COLD PLANE AC PAVEMENT <br /> CONFORM <br /> 3+50 25.63 <br /> sign=/ <br /> " = <br /> AC OVERLAY (TYPE B) <br /> CONFORM "ARM" 0+00.00 4+00 25.65 <br /> 4+50 25.74 OBLITERATE SURFACING <br /> I EXISTING EP 5+00 25.74 DRIVEWAY CONFORM �i��,���q�� <br /> 1'�t 6 "" � S� QROFESS/0yg1 <br /> 5+50 25.80 PAVEMENT REPAIR <br /> REGISTERED CIVIL ENGINEER <br /> 5+52.68 25.80 5/20/2005 W ICHAEL A. SANCHEZ m <br /> AREA TO PLACE SURPLUS MATERIALNo. C60254 <br /> PLANS APPROVAL DATE # Exp. 06-30-06 'f <br /> Quincy Engineering, Inc. J! CIVIL a\Q <br /> 3247 Ramos Circle lF 0 CAUFO� <br /> Sacramento, CA 95827 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED R5/19/05 <br /> APPROVAL RECOMMENDED DATE LOWER SACRAMENTO ROAD IMPROVEMENTS SHEET TOTAL <br /> G. YOUNG s COUNTY OF SAN JOAQUIN SCALE: 1 "=20' LAYOUT L-1 NO. SHEETS <br /> MICHAEL A. SANCHEZ 5/18/05 KEITH D. RHODES mdJ41v 715 HARNEY CURVE PROJECT 9 96 <br /> FILE NAME DRAWER SHEET NO. ACAD REVISIONSFOR REDUCED PLANS ORIGINAL 0 t 2 3 <br /> SCALE IS IN INCHES I I I I I 166rio_Armstroag.dwg, Fri, 20 May 2005 - 5:14pm, mikes <br />