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DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL <br /> TOTAL PROJECT No SHEETS <br /> 10 SJ 12 15.8/17.1 17 61 <br /> 2'-6r e" <br /> ROFESS/O <br /> 2'-0" efric RE INEER DATE �p P L� G tiq� <br /> x 1 <br /> :2" <br /> \ 2 PLANS APPROVAL DATE No. 46387 <br /> `O SAN JOAQUIN COUNTY ExpQ3 3 ! 03 <br /> "SJ-12" LINE1810 E. HAZELTON AVE sTgT CIVIL <br /> • a • STOCKTON, CA 95201 F OF CAL\F� <br /> a <br /> OMNI—MEANS, LTD. <br /> 5.5 1 .9 2237 DOUGLAS BLVD. #100 <br /> TYPE "B" ROSEVILLE, CA 95661 <br /> 1.8 The State of California or its officers or agents shall not be responsible <br /> 1 AC DIKE for the accuracy or completeness of electronic copies of this plan sheet. <br /> VERTICAL f2% f2% <br /> CURB & GUTTER _ —EG <br /> w — <br /> - - - - - <br /> m S 7'UJI -6" MIN. OR AS SHOWN ON PLANS TYPE "B" 50m -n AC <br /> w AC DIKE 100mm AB <br /> (n 5'-0"MIN. OR AS SHOWN ON PLANS U 2'-6' <br /> m <br /> w Q RD 2'_0" <br /> of p U <br /> x PAVED MEDIAN <br /> SCORE MARK IF MONOLITHIC POUR <br /> tit a 1 1 /2" <br /> SLOPE 1/4" PER FOOT_ iv 2" <br /> t67" <br /> dQ 12" O.C. <br /> a ai7= <br /> . � <br /> TYP. • • a — <br /> o W W <br /> QW w 6 „ 6„ <br /> V 0 U 1 1 1/2" x 3 1/2" KEY, <br /> N w UNLESS POURED MONOLITHIC AC DIKE <br /> o0 VERTICAL CURB, (TYPE E <br /> GUTTER & SIDEWALK 1 ( ) <br /> CONFORM TO <br /> EXISTING DIKE <br /> [1 5/8" x 24" LONG STEEL DOWELS, GREASED AND WRAPPED <br /> ONE SIDE THROUGH ALL EXPANSION AND COLD JOINTS. <br /> SPACE JOINTS AT 6 m MAX. <br /> L---v <br /> EXISTING AC DIKE (TYPE A) <br /> _ <br /> x REVISION DATE COUNTY WIDE IMPROVEMENT STANDARDS APPROVED BY <br /> CO O COUNTY OF SAN JOAQUIN <br /> W W SAN JOAQUIN COUNTY DATE <br /> m VERTICAL CURB , DIRECTOR OF PUBLIC WORKS TRANSITION FROM AC DIKE (TYPE E) <br /> Z w GUTTER & SIDEWALK STANDARDENO. <br /> W Q CW—C7 TO EXISTING AC DIKE (TYPE A) <br /> o J <br /> D <br /> i ry <br /> 1� z <br /> O Q <br /> 0.600m <br /> C -4-8mm MINUJ t�C) <br /> C>Z - <br /> nnvrn nVCR O� <br /> GRIND �� V � <br /> X _ — <br /> Q 48 mm Min FINAL 3.0 <br /> 10 <br /> 11) EXISTING <br /> ¢ LIFT AC GRIND PAVEMENT <br /> Lu <br /> 48 mm AC (TYPE A) Min <br /> Q PAVEMENT SEE TYPICAL <br /> f)CIAIr/lR! CLICAIT CROSS SECTIONS <br /> o FABR _ <br /> ' S . R�..� Y A <br /> � <br /> I <br /> 1, AB 1 TRANSVERSE CONFORM DETAIL <br /> AC CONFORM DETAIL1� �Lo3 <br /> 0 <br /> J <br /> Q <br /> U <br /> x o <br /> W CONSTRUCTION DETAILS <br /> y ALL DIMENSIONS ARE IN NO SCALE oas I <br /> METERS UNLESS OTHERWISE SHOWN � _ c <br /> V Lo <br /> N <br /> O <br /> FOR REDUCED PLANS ORIGINAL0 20 DRAWN BY: C. NEWTON <br /> SCALE IS IN MILLIMETERS I I I I 41 I 61 I $I DWG FILE: 040008 CU 06241 EA 456001 <br /> T343 <br />