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.. .. ._........ <br /> DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL <br /> TOTAL PROJECT No SHEETS <br /> 10 SJ 12 15.8/17.1 23 61 <br /> Z-OG-:OL ROFESS/O <br /> etPIC RE NGINEER DATE �Q P LU G eNq� <br /> ) o�P O� <br /> x FZ <br /> 3-f46 - oi0 Z <br /> m <br /> PLANS APPROVAL DATE l No 46387 m <br /> SAN JOAQUIN COUNTY EXPo� <br /> STOCKTON1810 E. A CA 95201 �TgTF °F IcAIL�F���\P <br /> OMNI—MEANS, LTD. <br /> 2237 DOUGLAS BLVD. #100 <br /> ROSEVILLE, CA 95661 <br /> The State of California or its officers or agents shall not be responsible <br /> for the accuracy or completeness of electronic copies of this plan sheet. <br /> MAINTENANCE HOLE <br /> w FRAME & COVER. ADJUST TO GRADE <br /> m 5 PER COUNTYWIDE STANDARDS <br /> o PAVEMENT <br /> w <br /> N <br /> w a <br /> x ° <br /> ° ° ° INSTALL GRADE RINGS AS REQUIRED <br /> ° ° a ° FOR GRADE (GROUT IN PLACE) <br /> o ° ° 5 12" MAXIMUM. <br /> ° <br /> PRECAST REINFORCED ECCENTRIC <br /> a CONCRETE CONEF2_1 <br /> N <br /> G e <br /> \} } n o <br /> � m mm o <br /> Q W W <br /> W a <br /> 0 Of a a 3. <br /> Q w = :DCY ®� a 5„ <br /> w 5 <br /> ALL JOINTS SHALL BE SET <br /> ON FULL MORTARED BED AND <br /> Q I Q BANDED WITH MORTAR ON FINISH GRADE 150mm (TYP) <br /> BOTH INTERIOR AND EXTERIOR <br /> C/) <br /> ° 48 SURFACES. (TYP) MIN <br /> o (TYP) <br /> I— - �6„ FES <br /> Lij <br /> x °cn a O <br /> ° HAND FINISH SLOPES FG <br /> w ° ° ° °° ° ° ° ROADWAY 00 <br /> > Z J ° E 000 <br /> o a m ° a E SECTION Es0 0 <br /> Q <br /> 0 z Q 0 540mm RSP (FACING, METHOD B) <br /> LU <br /> > ° °° ° 4» MAX. <br /> o m ° ° I r� v E a RSP FABRIC <br /> CLASS »B» i ��� 6 `�� d p SECTION D—D <br /> E Z d <br /> a a <br /> CONCRETE 00 4 <br /> 5'- 10" a FSUBGRADE 1 .2m VAR. 0.6m <br /> NOTES: UNDISTURBED EARTH a <br /> 00000 <br /> 1 . FOR PIPES 33" DIAMETER AND SMALLER. ° a � 0000 <br /> z 2❑. ECCENTRIC REINFORCED CONCRETE CONE. 000 <br /> C> FES <br /> 03 PRECAST REINFORCED CONCRETE MAINTENANCE HOLE UNIT SHALL CONFORM a 4 450 mm RCP 0 <br /> oc TO A.S.T.M. C-478 as D D <br /> a ® CONSTRUCT FLEXIBLE PIPE JOINT AT 2 FEET MAXIMUM FROM BASE E <br /> x - - E <br /> Q 0 OF MAINTENANCE HOLE FOR RIGID PIPE. (EXCEPT CAST—IN—PLACE). a ri <br /> 11-- -1INTERIOR COATING WHERE REQUIRED BY AGENCY. MINOR CONCRETE (CLASS C) <br /> BACKFILL (UNDER TRAVELED ° 0 in <br /> O © RUBBER RING WATERSTOP OR ADAPTER REQUIRED FOR WAY AND SHOULDER, WHERE 00 <br /> z PVC PIPE INSTALLATIONS. COVER IS LESS THAN 600 mm 150 mm 0.D. 150 mm 0000 00 <br /> LU 00000 000 <br /> 7. FOR UNPAVED AREAS LEAVE MAINTENANCE HOLE ABOVE GROUND AS REQUIRED BY AGENCY FROM FINISH GRADE) <br /> MIN MIN <br /> °CPLAN <br /> w ® BAR STEP LADDER RUNGS SPACED AT 12" PER CALTRANS STD PLAN B7- 11 DETAIL U44 <br /> 0 <br /> a <br /> SAN JOAQUIN COUNTY CONCRETE BACKFILL FES W/RSP OUTFALL <br /> cc o TYPE 1 MAINTENANCE HOLE (, SDMH ) 12 Q 00 00 <br /> a <br /> 0 O <br /> U <br /> x O <br /> W DRAINAGE DETAILS <br /> 0 <br /> co NO SCALE I <br /> D - 5 ul' <br /> O <br /> VN <br /> O <br /> FOR REDUCED PLANS ORIGINAL0 20 DRAWN BY: D.PENMAN <br /> SCALE IS IN MILLIMETERS I i I i 4I i 61 i 81 DWG FILE: 040D12 CU 06241 EA 456001 <br /> T33� <br />