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NOTE: <br /> 1 . ELEVATIONS ARE PROVIDED AT THE FOLLOWING STATIONS: <br /> +00, +25, +50 AND +75 <br /> 1 2. ABBREVIATION LG REPRESENTS LIP OF GUTTER. 0 1 <br /> DWY CONFORM DWY CONFORM Q \ <br /> 106+44.99 "H", 25.00' Lt 106+77.46 "H", 25.00' Lt 0 <br /> COLD PLANE AC PAVEMENT DWY CONFORM DWY CONFORM HARNEY LANE � <br /> 105+08.40 TO 105+23.40 "H" 106+28.69 "H", 25.00' Lt 106+93.48 "H", 25.00' Lt <br /> O <br /> 28.19 28.39 28.45 28.53 28.62 28.69 28.76 28.77 28.67 28.57 <br /> SAWCUT & 27.74 27.72 27.85 28.04 28.03 28.05 28.06 Z <br /> CONFORM 8 06 8.34 8.50' SAWCUT 8. 50' W <br /> 27.83 27.93 :2 110 <br /> 2.89' 27.86 105 :00 Q <br /> 29.07 <br /> 7.00' „H" LINE U <br /> 4.94' LG TC 9.50' SAWCUT& 9.50' Q <br /> SAWCUT & CONFORM 2 00, 2 00 MODIFIED ROLLED CURB GUTTER 2.00' SAWCUT <br /> +25 +75 +00 Z+25. + +75 +00 +25 +50 +75 +00 +25 +50 +7 <br /> 1 MOD ROLLED C&G TRANSITION LG 27.88 LG 27.88 LG 27.98 LG 28'05 LG 28. 06 LG 28.08 LG 28.08ui LG 28.05 LG 28.07 LG 28.17 LG 28.26 LG 28.35 LG 28.30 LG 28.46 + ry <br /> 105+12.40 "H", 14.03' Rt FL 27.66 FL 27.73 FL 27.77 FL 27.80 FL 27.84 FL 27.87 FL 27.90 + FL 27.94 FL 27.97 FL 28.01 FL 28.04 FL 28.06 FL 28.08 FL 28.24 LG 28.67 W <br /> LG 27.86/TC 27.52 TC 27.76 +50 TC 27.84 TC 27.87 TC 27.91 TC 28.06 TC 27.97 TC 28.08 TC 28.05 TC 28.11 TC 28.21 TC 28.26 TC 28.35 TC 28.30 TC 28.34 FL 28.45 3 <br /> LG 27.89 TC 28.53 0 <br /> DWY CONFORM FL 27.70 DWY CONFORM DWY CONFORM AT TC DWY CONFORM AT TC DWY CONFORM AT TC J <br /> W105+50.83 "H", 16.67' Rt TC 27.80 105+64.68 "H", 16.22' Rt 1 106+56.33 TO 106+74.51 "H" 1 107+51 .47 TO 107+80.11 "H" 108+25.60 TO 108+53.21 "H" 1 <br /> 0 <br /> z W 1 <br /> Q HARNEY LANE - WEST OF LOWER SACRAMENTO ROAD ( L- 6) <br /> (n J <br /> DWY CONFORM DWY CONFORM DWY CONFORM DWY CONFORM DWY CONFORM <br /> . 113+55.81 "H", 23.50' Lt 114+55.00 "H", 23.50' Lt 114+68.70 "H", 23.50" Lt 116+53.03 "H' 23.50' Lt <br /> 112+22.85 "H", 23.50' Lt <br /> DWY CONFORM DWY CONFORM DWY CONFORM DWY CONFORM DWY CONFORM <br /> 111 +91 .38 "H", 23.50' Lt <br /> 113+45.28 "H", 23.42' Lt 114+37.60 "H", 23.50' Lt 114+87.27 "H", 23.50' Lt 116+43.42 "H", 23.50' Lt <br /> 28.92 <br /> v0 " <br /> 28.77 28.75 8.73 28.70 28.68 8.75 8.73 8.70 8.68 8.69 8.70 8.71 8.72 8.73 8.8 4 8.85 8.86 8.87 8.88 8.89 8.90 8.91 .92 <br /> Z DWY CONFORM AT EP <br /> 0:� W1 1 1 1 12 HARNEY LANE 1 13 1 14 1 15 115+49.44 TO 115+68.10 "H" 1 16 18.5 <br /> 3, :2 Q <br /> SAWCUT & CONFORM <br /> � � � EP 18.5' <br /> U 28.77 28.66 28.63 28.61 28.77 8.75 28.73 28.70 28.68 28.69 28.70 /28,71 28.72 28.73 28.84 28.85 28.86 28.87 28.88 28.89 28.90 28.91 2 .92 <br /> K71 <br /> DWY CONFORM DWY CONFORM AT EP 28.90 <br /> 111 +96.35 "H", 19.57' Rt 116+37.94 TO 116+58.06 "H" <br /> DWY CONFORM DWY CONFORM DWY CONFORM <br /> DWY CONFORM DWY CONFORM 113+38.06 H , 19.40 Rt 115+15.42 H , <br /> DWY CONFORM 23.50' Rt 115+46.35 "H", 23.50' Rt <br /> +16.21 "H", 18.81 ' Rt111 +81 .30 "H", 19.46' Rt <br /> 111 +29.32 "H", 18.85' Rt DWY CONFORM <br /> 112+99.42 "H", 19.68' Rt <br /> HARNEY LANE - EAST OF LOWER SACRAMENTO ROAD ( L- 7) <br /> MOD ROLLED C&G TRANSITION MINOR CONCRETE (CURB & GUTTER) MINOR CONCRETE (CURB & GUTTER) DETAIL NOTES: <br /> 105+ 12.40 "H", 14.03 Rt 1 . REINFORCEMENT SHALL CONSIST OF 6" x 6" - # 10/#10 WELDED WIRE FABRIC. <br /> LG LG FL N z 9 09' TC LG 24 2. MODIFIED CONCRETE ROLLED CURB & GUTTER SHALL BE INSTALLED PRIOR TO PAVING, <br /> R- 1 /2" R- 1 /2" R- 1 /2" UNLESS OTHERWISE APPROVED BY THE ENGINEER. <br /> Vel? VAR TC 3. PLACE 1 /2" DIAMETER x 18" LONG DOWELS, AT EXPANSION JOINTS, AS SHOWN. <br /> FIL6" "AB <br /> 4. PLACE 1 4" THICK EXPANSION JOINTS FULL WIDTH 20' ON CENTER. <br /> 2 ,�,„ 6" R=2.5" VAR 9.0 R= 1 /2 / <br /> ,> „ <br /> ''`� � 5. SUB-BASE MATERIALS WITHIN 18" OF SUBGRADE SHALL BE COMPACTED TO 95% R.C. <br /> 6„ R=6" � TO 11 .4" 6„ 66. PLACE 1 /4" DEEP SCORE FULL WIDTH 10' ON CENTER, BETWEEN EXPANSION JOINTS. <br /> TC SEE DETAIL 79°22'49" SEE DETAIL79'22'49"3' 2' 3' NOTE 1 CLASS 2 AB NOTE 1 loj4a � Sw� QROFESSIDpg7 <br /> 0 <br /> REGISTERED CIVIL ENGINEER <br /> TRANSITION PLAN VI EW SECTION A-A SECTION B - B 5/20/2005 w ICHAEL A. SANCHEZ m <br /> No. C60254 <br /> 1 fit <br /> MODIFIED ROLLED CURB 8c GUTTER PLANS APPROVAL DATE 'F <br /> Exp. 06-30-06 <br /> 1 REVISED PER ADDENDUM N o . 1 NO SCALE Quincy Engineering, Inc. sf CIVIL <br /> 3247 Ramos Circle 4TE OF �p�\E��� <br /> Sacramento, CA 95827 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE LOWER SACRAMENTO ROAD IMPROVEMENTSSHEET TOTAL <br /> M.KNIGHT 05/17/05 <br /> COUNTY OF SAN JOAQUIN SCALE: 1 "=20' CONSTRUCTION DETAILS C-10 NO. SHEETS <br /> MICHAEL A. SANCHEZ 5/18/05 KEITH D. RHODES 5/19/05 HARNEY CURVE PROJECT 30A . 96 <br /> FILE NAME DRAWER SH ET NO. ACAD REVISIONS DATE FOR REDUCED PLANS ORIGINAL 0 1 2 3 <br /> 1 i , � SCALE IS IN INCHES I I sl66rcd10.dwg, Fri, 17 Jun 2005 - 3:23pm, mikes <br />