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ALL WELDING DETAILS SIMILAR <br />TO DETAIL 1, SHEET D-6 <br />EVENLY SPACED POSTS <br />8' MAX) A <br />2 X 2" 2" WITHIN THE ACCESSIBLE PARKING STALL PAINT THE <br />N <br />WORDS "NO PARKING" IN 12" HIGH LETTERS MIN <br />MAX. OPENING STRIPES AT <br />2" X 2" X 3/16" 5' AT TYP. ACCESSIBLE 36" ON CENTER <br />STR TUBING PARKING STALL 8' AT <br />VAN ACCESSIBLE PARKING STALL TYP. PAYMENT SYMBOL <br />3/4" X 3/4" X 1/8" N <br />PER SEC. 1129B.5 <br />STEEL TUBES w <br />a <br />ON <br />2" X 1 -1 /2" X 1 /8" <br />STEEL CHANNEL <br />18' c` <br />FACE OF CURB (PAINTED BLUE) <br />45' <br />C-6 <br />FENCE POST FOOTING R99 <br />0G PLANTErR- <br />3 <br />DETAIL 5 SIDEWALK <br />a <br />3 FENCE POST FOOTING THIS SHEET <br />A C-6 <br />EXIST GROUND ELEVATION <br />1 WROUGHT IRON RAILING DETAIL SECTION A—A K4 PARKING STALL DETAIL <br />c-1 C-1 NO SCALE <br />rL STA PER PLANS EXIST BOW <br />NO SCALE <br />2 R=1 .0' <br />z <br />ADD WEAKENED PLANE <br />EXIST SIDEWALK JOINTS PER STD DWG CW-C3 <br />OR <br />PROPOSED SIDEWALK <br />M SAWCUT <br />REMOVE EXISTING SIDEWALK F. <br />4 - B B <br />BASE INSIDE PLANTER TO EXIST FOC OR EXIST FOCADEPTHOF24". REPLACE NEW FOC <br />W/ TOPSOIL. <br />2 PAN R IN SIDEWALK 13.5' <br />C-1 NO SCALE <br />CONFORM TYPE B VERTICAL CURB <br />I- MINOR CONCRETE (DRIVEWAY) <br />PLACE AC(MISC AREA) <br />I <br />I x GRADE BREAK i <br />B <br />N <br />SIDEWALK oj EXP. JT) <br />REMOVE EXISTING BASE &b LIMIT OF DWY PAYMENT 8% b CONC CURB TYPE B <br />SURFACING INSIDE <br />8% " <br />N <br />I <br />TOP FACE OF <br />MAX <br />N <br />MAX CURB LINE WHERE APPLICABLE) )SECTION B-B <br />5.5' VAR *5.5' TOP BACK OF CONFORM PLANTER. REPLACE <br />WALK LINE W/TOPSOIL. <br />0.125' o% <br />5 PLANTER TAI <br />TYPE "A2" DRIVEWAY <br />EXIST DWY <br />TYPE "A1 " DRIVEWAY T \\ 2% <br />c-1 NO SCALE <br />TYPICAL BOTH SIDES OF DWY) TYPICAL BOTH SIDES OF DWY) <br />RETAINING CURB <br />CONFORM 0.5' --{I- MAILBOX RELOCATION TO BE 0.5' MINOR TO 0.5' BELOW FG (TYP)C <br />I/\ DONE BY OTHERS. CONCRETE 0.5' (WHERE APPLICABLE) <br />PLACE AC i <br />MISC AREA) ,o Q <br />i <br />M _;' ` <br />A.JAMN <br />1 :2SECTION C—C fftl trs _ <br />Changes HY <br />o <br />NO SCALE ale _1 <br />Ill B <br />04 N <br />MAX MAX nt,rmMior RY inspec" The Site Of Wort( <br />Ilf <br />FOC C-40I <br />LIP C-1 <br />3 TYPE "A" DRIVEWAY DETAIL <br />C-1 NO SCALE QROfESS10&4q <br />BEFORE EXCAVATING Re is on Description Date gy Approved 0. <br />N R— <br />F <br />CALL U.S.A. WIDTH of PROPOSED DRIVEWAY IS MARK THOMAS & COMPANY, INC. <br />J <br />2 DEPARTMENT OF PUBLIC WORKS <br />UNDERGROUND SERVICE ALERT SHOWN ON THE LAYOUT SHEETS. ORIGINAL SCALE IN INCHES 7300 FOLSOM BOULEVARD, SUITE 203 A <br />800-227-2600 Na. 35370 <br />TOLL FREE <br />FOR REDUCED PLAN SACRAMENTO, ALIFORNIA 95826 <br />Exp. 9/30/0 s SAN JOAQUIN COUNTY, CALIFORNIA <br />2 WORKING DAYS BEFORE ALLsT9T <br />OFIVILA\PLANNED WORK OPERATIONS 0 1 2 3 F Eos <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br />T. NGUYEN sioo4 COUNTY OF SAN JOAQUIN SCALE: NO SCALE <br />CONSTRUCTION LOWER SACRAMENTO ROAD IMPROVEMENTS NO. SHEETS <br />A. ENCEL 5110104 C. ROCKWAY 5/10/04 7 ta,,-va rfeZ,a s,Z,r DETAILS TURNER ROAD TO WOODBRIDGE ROAD - PHASE 1 12 64 <br />FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE