Laserfiche WebLink
FINISH GRADE REPLACE WITH 0.10'OF <br /> 6„ 1/2"AC MAX. GRADATION <br /> MIN <br /> I I <br /> IIII c <br /> , C b <br /> EXISTING AC a <br /> e 8"MIN. <br /> a n <br /> a <br /> I ,a 2"MIN. <br /> NEW CONCRETE - . <br /> POUR <br /> 4. GRADE RING <br /> MANHOLE <br /> N.T.S. <br /> 6" <br /> FINISH GRADE MIN REPLACE WITH 0.10'OF 1/2"AC <br /> MAX. GRADATION <br /> •a v' ,2., <br /> EXISTING AC <br /> NEW CONCRETE POUR <br /> 6" a CONCRETE BASE TO <br /> STABILIZE RISER <br /> 8"PVC(C 900) <br /> OR SDR 35 AS DIRECTED <br /> BY CITY INSPECTOR <br /> WATER VALVE <br /> N.T.S. I <br /> i <br /> I <br /> NOTES: <br /> 1. THIS DETAIL SHALL BE USED WHERE FRAMES AND COVERS ARE BEING ADJUSTED TO GRADE. <br /> 2. CONCRETE SHALL BE FIVE SACK CLASS"B", 2500 PSI AT 28 DAYS;4"MAX.SLUMP: <br /> 3/4" MAXIMUM AGGREGATE SIZE. <br /> 3. ALL CONCRETE SHALL BE POURED AGAINST NEAT EXCAVATION. DISTURBED SOIL OR A.B. <br /> SHALL BE COMPACTED TO 95%. <br /> 4. ASPHALT SHALL MATCH FINISH GRADE OF ADJACENT PAVEMENT TO WITHIN±1/8". <br /> i <br /> CITY OF TRACY <br /> - REVIEWED BY: SSTAANDARDPLA114 <br /> 9 <br /> CITY ENGINEER RCE 37186 No. <br /> TRACY Res No. 2008-255 DATE: <br /> � Rev: Rev: FRAME & COVER <br /> 0110 ADJUSTMENTS <br /> T!L-k Inside the Triangle Rev: Rev: <br />