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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 />