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NOTES: <br /> FOR COMPLETE RIGHT OF WAY DATA, � Obk'I <br /> 0 <br /> SEE RIGHT OF WAY RECORD MAPS 1 <br /> AT COUNTY OFFICE. x�0 O <br /> 2. FOR DRIVEWAY CONFORM DATA AND GRADES, <br /> 4 <br /> SEE CONSTRUCTION DETAILS. <br /> 3. STANDARD LEFT TURN LANE BAY TAPER PER <br /> G <br /> rL � ` ` �_ \ k ,� 8 <br /> SAN JOAQUIN COUNTY STANDARD PLAN R-21 . 00 <br /> 'S°' \ <br /> AREA TO PIrAC� ._\ � �. \�°'< X09 6 <br /> \ SURhUS MATERIAL \ <br /> \ <br /> 0.17' AC OVERLAP .' <br /> 1 \ v C�� � \ � � \ (TYPE Bj <br /> REMOVE' c LVAGE_ V� 9 - " <br /> AREA TO PLACE " p(0' <br /> \ SURPLUS MATERIAL OCL <br /> R/W <br /> CORNER ' <br /> \ CHAIN LINK FENCE WITH GATE "F" 551 +55.16 = \ \ <br /> 354.95' Rt "F" 549+85.85 "A" 300+00.00 <br /> \ EP \ \ \ PAVtMWN REPAIR 0� <br /> RAISED CONCRETE ISLAND �� �C \ \ \ <br /> " tx <br /> SEE SHEET C-2 �0lb .� xp <br /> END CHAIN LINK FENCE WITH GATE ' CUL— —SAC \ <br /> 162.11 ' Rt "IF 551 +08.32 6 -J \ \ \ SEE SHEET C-6 . 0�1 END REMOVE & SALVAGE FENCE 6'- X � <br /> 477.85' Rt "F" 549+01 .35 / / \ \, d <br /> - - \ <br /> OBLITERATE <br /> I 0 \ SURFACING <br /> 7 V 1 ,.675 SQFT <br /> u / V 4 <br /> I <br /> � F <br /> m Cp �v sss , <br /> SF v <br /> O <br /> 8 p 1 <br /> o p \ SEE NOTE 3 <br /> LL- <br /> 303+49.91 EC <br /> Z I <br /> O A �' N <br /> o A 1 <br /> Od CO <br /> FIRE AC :, <br /> ko <br /> + J - _.- _ CESS 34' `n co <br /> o "A' 304+38.86 = Q, rn <br /> 1 TURNAROUND <br /> 4 .� <br /> _ 00 00 �` SHATTUCK TRACT ROAD OBLITERATE <br /> "T" 403+36.06 i <br /> � _ oo �� � SEE SHEET C-3 � ` � � <br /> — — — - - —�� - - - - - 4409+-50 37 SURFACING Z w <br /> — <br /> 405 330 SQFT $;' _ <br /> 400 3' _ 410 <br /> v <br /> 12' <br /> 8.8 - - - - - - — � <br /> COLD PLANE AC PAVEMENT SM 2 0.30' AC OVERLAY <br /> CpLg PLANE AC PAVEMENT <br /> SEE SHEET C-12 (TYPE B) S�E ET C-12 <br /> r <br /> END CONSTR "CTION 1 <br /> � o <br /> CURVE DATA I I CDNFORt ",.T,> 409+93.15? 1 <br /> 0 o CURVE R DELTA L T BEGIN RECONSTRUCT -FENCE <br /> c� 7 1070.00' S5°25'03" 1034.92' 561 .97' <br /> 64.08' Rt "F" 558+08.25 <br /> ` a <br /> 8 200.00' 48-02' 10" 167.68' 89. 12' 1 I <br /> m ~ 9 <br /> 716.78 25' 16' 19" 316. 16' 160.69' 1 I �RY(�j RVRSSIpNq! <br /> 10 130.00' 42°30' 19" 96,44' 50.56' REGISTERED CIVIL ENGINEER ���0 Fyc <br /> w ICHAEL A. SANCHEZ m <br /> 5/20/2005 C69� 4 A <br /> ' I No. <br /> PLANS APPROVAL DATE �` Exp. 06-30-06 'f <br /> REVISED PER ADDENDUM N o . Quincy Engineering, Inc. J�41 CIVIL <br /> Q 3247 Ramos Circle F pF Cp��f� <br /> DRAWN BY DATE Sacramento, CA 95827 <br /> PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> M. SANCHEZ 5/18/05 COUNTY OF SAN JOAQUIN SCALE: 1 "=40' LOWER SACRAMENTO ROAD IMPROVEMENTS SHEET TOTAL <br /> MICHAEL A. SANCHEZ 5/18/05 KEITH D. RHODES 5/19/05 LAYOUT L-5 N0. SHEETS <br /> FILE NAME DRAWER SH ET NO. ACAD REVISIONS DATE FOR REDUCED PLANS ORIGINAL p 2 3 HARNEY CURVE PROJECT 13A 96 <br /> — <br /> ! <br /> .140 SCALE IS IN INCHES I I I I I I I s166rlo.dwg, Fri, 17 Jun 2005 — 3:43pm, mikes <br />