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L686 - L781
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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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i <br /> 10; BEGIN CONSTRUCTION <br /> SPRINGER LANE ' 289 SAWCUT & CONFORM <br /> >. I „H" 104+60.59 <br /> SAWCUT <br /> SAWCUT & CONFORM7' <br /> SAWCUT- -& MATCH <br /> I <br /> "H" 105+08.40 64 EXIST GRADES <br /> BEGIN MOD ROLLED I COLD PLANE AC PAVEMENT <br /> CURB & GUTTER I I SEE SHEET C-12 <br /> SEE SHEET C- 10 <br /> t I I NOTES: <br /> MATCH EXIST <br /> DWY GRADES REALIGN DITCH 1 . FOR COMPLETE RIGHT OF WAY DATA, <br /> SEE DRAINAGE PLANS SEE RIGHT OF WAY RECORD MAPS <br /> RELOCATE MAILBOX EP AT COUNTY OFFICE. <br /> 2. FOR DRIVEWAY CONFORM DATA AND GRADES, <br /> - - - - SEE CONSTRUCTION DETAILS. <br /> RECONSTRUCT 25' FENCE <br /> 3. SEE CONSTRUCTION DETAILS FOR AC DIKE <br /> I I LOCATIONS AT CURB RETURNS AND AC PED <br /> SAWCUT & MATCH I I �L ACCESS PAD AND RAMP DETAILS. <br /> EXIST GRADES , <br /> 1 BEGIN AC DIKE (TYPE E) 4. STANDARD RAISED MEDIAN 1 : 5 FLARE PER <br /> REMOVE 5' EXIST_ FENCE I 18.24' Lt "H" 107+03.96 SAN JOAQUIN COUNTY STANDARD PLAN R-20. <br /> I 11 .5'1 8.5' +15.71 <br /> I 5. DRIVEWAY CONFORMS SHALL BE CONSTRUCTED <br /> SAWCUT & MATCH I j i8 FZ�T' UPON APPROVAL OF THE ENGINEER. <br /> EXIST GRADES I <br /> { > 1 ® END MODIFIED ROLLED CURB & GUTTER <br /> OBLITERATE SURFACI,N,Q ,b,; Z <br /> 18.50' Rt "H" 109+03.74 <br /> 1 ,305 SQFT I <br /> RELOCATE MAILBOX <br /> END AC DIKE (TYPE E) 1 FROM 27.77' Rt "F" 561 +89.81 <br /> 1 <br /> RELOCATEMAIL <br /> �` r 18.50' Lt ' H 108+95.99 TO 57.77' Rt "F" 562+53.49 <br /> I I D <br /> I SAWCUT & 1MATCH I �I' Z BEGIN AC DIKE (TYPE A) <br /> XIST GRADBS 18.50 Lt H 109+05.99 <br /> DO <br /> BEGIN RECONSTRUCT FENCE <br /> :"REMIOVtt & I �� 60.45' Lt "F" 560+83.32 <br /> 10 DISPOSE .M; GR n CORNER RECONSTRUCT FENCE END CONSTRUCTION <br /> PEDESTRIAN CONFORM TO CITY OF LODI IMPROVEMENTS <br /> 60.00 Lt - F 563+66.38 „ <br /> F 563+66.38 <br /> BARRICADE 03,74 REMOVE TREES- ($) LOWER SACRAMENTO ROAD <br /> _ _ - - <br /> (TYPE I) 7 0 w R/W _ - <br /> - - - - <br /> �n 11 .58.5 - - � - - - <br /> _ _ _ _ _ <br /> N 5 AC ...PED - - - - <br /> + <br /> CCESS PADS X . END RECONSTRUCT FENCE <br /> cn 1A &, <br /> 4$ 5' .L t, . . F..,- 56'3�- r6:38 <br /> R 45' R=4" , <br /> 'n 34' END RAISED CONCRETE . MED AN , - EP END AC DIKE (TYPE A) - <br /> ,� „ F 560 `36;83 <br /> 4.$2 Lt F . .559+79:93 41.00, Lt__ ,,.F,._ 563+66.38 47' __ 570 <br /> w SEE: NOTE 4 H 109+9 ,77 I <br /> _.._.._ ._ .. .565 . . <br /> Z „F" 560+50 84 `EC _ „ <br /> __j 560 BM1 _ F LINE N01606 05 W 1105.88 <br /> = 46. 7 <br /> "H" 109+97.86 ,_ POT, 0 4' END CONFORM MODIFIED RAISED CONCRETE MEDIAN <br /> Q BEGIN MODIFIED RAISED CONCRETE MEDIAN „ _ <br /> 5' AC PEa <br /> PEDESTRIAN 38' ' 4.00 .:Rf F_ 563+66.38 <br /> Rt, f 561+29 X41 <br /> A>C, ESS-PAD' R SEE NOTE 4 <br /> -- - - x (TYPE I) _ - - - <br /> REMOVE <br /> s <br /> e <br /> - Y <br /> + cV � . : - _ END CONFORM C,G, & .SW <br /> . <br /> r-oc <br /> TREES (2) BEGIN ;C, ,REM OVE TREES (2_) �, PER CITY OF LODh - P 135 REMOVE TREE (1 ) 1 " 50:00' Rt "F" 563+66.38 % /� I& RRMOVE SHRUBS I ( 50.00' Rt "F 560+93.96 - I IMPROVEMENTS <br /> 20 WIDE DRIVEWAY PER 2Q' WIDE DRIVEWAY PER -I <br /> END RECONSTRUCT FENCE ( , 5' AC PED ACCESS PAD ANDY CITY OF LODI I I <br /> SJ CO. STD PLAN CW-C12 SJ CO.CGSTD PLAN CW-012 I I M <br /> 77.92' Rt "F" 560+07.00 1 �,, RAMP SEE NOTE 1 , TYP "F" 562+71 .02 "F" 563+47.38 , I z <br /> MATCH EXIST <br /> DWY GRADES A" "" I OBLITERATE SURFACING 454 SQFT 10' x 125' AC DRIVEWAY CONFORM 20' x 30' AC DRIVEWAY CONFORM <br /> 18.5' 1 18.5 <br /> REMOVE TREE (1 ) SEE NOTE 5 I SEE NOTE 5 I I oFEsslp <br /> 1'�t�t�il//�it s�C' QR NqI <br /> MATCHLINE "H" 111 +35 REGISTERED CIVIL ENGINEER �� <br /> SEE L-7 w ICHAEL A. SANCHEZ m <br /> 5/20/2005 No. 060254 <br /> PLANS APPROVAL DATE * EXp. 06-30-06 <br /> 7. Quincy Engineering, Inc. Jl9 CIVIL a�Q <br /> 1 REVISED PER ADDENDUM No . 1 <br /> 3247 Ramos Circle lF OF CA- <br /> Sacramento, CA 95827 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE LOWER SACRAMENTO ROAD IMPROVEMENTS SHEET TOTAL <br /> M. SANCHEZ 5/18/05 C O U N TY OF SAN J OAQ U I N SCALE: 1 "=40' LAYOUT L-6 NO. SHEETS <br /> MICHAEL A. SANCHEZ 5/18/05 KEITH D. RHODES 5/19/05 HARNEY CURVE PROJECT 14A 96 <br /> FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE FOR REDUCED PLANS ORIGINAL e 2 3 J <br /> SCALE IS IN INCHES I I I I I sl66rlo.dwg, Mon, 20 Jun 2005 - 9:39cm, mikes <br />
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