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\\ \NEER * h <br /> w <br /> � �6 zW CJ o <br /> 938 <br /> J <br /> Z_ <br /> R/W BOW R\W 67 67 R\W W <br /> _.. <br /> FIRE HYDRANT N <br /> 10' 57' 57' 10' >0 O <br /> 4 2' X 2' I = Lu <br /> ....CODNCRETE 8' WTD£ SIDEWALK , 9 9 WO LL \ <br /> CURB & GUTTER at I ^ <br /> 2 2 <br /> � Z <br /> 2X <br /> < <br /> 2X <br /> 1, 71. <br /> 6 MIN AB <br /> . /`4 t' °Y4\•X'1..I t .\l..i• .h.°'. .. t.• P.1Y <br /> •'' ', 11 II ... •• .. .•.v . .::. <br /> W <br /> f 6 ,l/ 22 AB ��F MEDIAN �', / 22" AB <br /> ) <br /> VALVE BOX—`" (20 AC DEEP UFT ALT) ° AC DEEP UFT ALT <br /> O <br /> --............6" FIRE HYDRANT 77) /Jr� <br /> M <br /> `,... <br /> t o �E <br /> / <br /> ....................... <br /> � BE CL200, C-900 '''•.. <br /> GATE VALVE.......' ......... ................(COS SID 256VERTICA� CURB, GUTTER, Y <br /> AND SIDEWALKOVER 4' S4ND (TYP) <br /> 4' 5' CROSS SECTION 8 MILE ROAD 134' R/W o hie <br /> 6" FIRE HYDRANT <br /> ULTIMATE SECTION <br /> BE NOT TO SCALE ' <br /> •.. S70RU DRAIN CL200, C-900 (77 — 9.5, RV - 5) <br /> VARIES <br /> 2.875' TO J 125' <br /> _............. <br /> 2 <br /> NOTE: <br /> AS PER COS STD DWG NO'S 47A & 478, REQUIREMENTS <br /> ` < WRAP J0 W/TH� MM OF CASE 2, ZONE C REQUIRES 7HE WATER TO HAVE NO <br /> PLASTIC 2 LAYERS g JOINTS AND BE CONSTRUCTED OF CL200, C-900 PIP£. <br /> W <br /> THRUST BLOCK PER COS 3 <br /> S7D DWG NO 100 & 101 FUTURE S7REE7 IMPROVEMENTS BY OTHERS IMPROVEMEN 5 70 BE CONSTRUCTED <br /> UNDER THIS CONTRACT <br /> FUTURE Q <br /> R\W R\W <br /> 67' 67' <br /> 40' 57' f0' <br /> Q <br /> EX EP 16't 16,.t EX EP <br /> FUTURE S4WCUT LINES <br /> FOR FUTURE MEDIAN •...... 4'+ B' 2' <br /> . ....... .:.............. .......................... <br /> 1.8X <br /> IN <br /> = L4 *NJ <br /> AM <br /> EXISTING PAVEMENT 6"r 1 6„ MIN AB <br /> EXISTING GROUND ' " FU7URE EXISTING PAVEMENT...•. ,I 6" AC / 22" AB.-' <br /> PAVEMENT TO BE REMOVED ( " AC DEEP UFT ALT) .. '(COS S7D 256) VERTICAL CURB, GUTTER, <br /> TO INSTALL FUTURE MED4W /5„ AND SIDEWALK OVER 4" S4ND OR AB Q titS4WCUT EXISTING PAVEMENT'.•..'•''' V <br /> AT EXISTING FOGLINE (SEE <br /> DETAIL, THIS SHEET) LV <br /> CROSS SECTION 8 MILE ROAD 134' RIW , <br /> NOT TO SCALE O <br /> (77 = 9.5, RV = 5) <br /> O <br /> EX EP o <br /> 54WCUT & GRIND EXISTTNG EX <br /> PAVEMENT 1' FROM EXISTING FOGUN£ �a <br /> M FOGUNE <br /> � 4't FOR PAVEMENT SECTION <br /> MSEE CROSS—SfCTION, THIS SHEET <br /> MIN 2"•% o <br /> N U <br /> ' NEW PAVEMENT � o <br /> £xisnNc PAv£M£Nr SAWCUT DETAIL <br /> NOT TO SCALE <br /> F <br /> E <br /> V m <br /> COPYRIGHT © 2003 THOMPSCN-HYSELL ENGINEERS - <br /> E/GHT MILE ROAD <br /> OAK GROVE REGIONAL PARK FRONTAGE <br /> STOCKMX CALVDAM <br /> 9 <br /> DETAILS <br /> 3 <br /> DEPARTMENT OF PUBUC WORKS <br /> CITY OF STOCKTON, CAUFORNIA <br /> J <br /> E SCALE: AS SHOWN APLPROVED BY: SHEET NO. <br /> DESIGNED BY: HM3 <br /> --� <br /> DRAWN BY: HM /� OF <br /> 4, <br /> CHECI�D BY: MP 01rY ENGINtE R 9TOCKTOI ,TOB NO. <br /> RECORD DWG: - DATE: B O D 122259.02.008 <br />