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L686 - L781
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Last modified
3/29/2024 11:01:34 AM
Creation date
1/22/2016 6:30:48 PM
Metadata
Fields
Template:
Large Plans - LP
Project
Lower Sacramento Road Improvements Harney Curve Project
Limits
Between Armstrong Road and 300 Feet North of Harney Lane
Year
2005
Project Engineer
Michael Sanchez
Roads Worked
Lower Sacramento Rd.
Red Lines
No
Supplemental fields
Classification
Improvement Plans
Cross Ref
L686 - L781
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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 />
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