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ADDITIONAL <br />PRY HOLE <br />P/CK <br />MACH/NED <br />SURFACES <br />TAPER I <br />MACH/NED <br />SURFACES <br />OPTIONAL <br />PLAN <br />SECTION <br />CAST IRON SKID <br />RESISTANT COVER <br />CAST IRON FRAME <br />VDRY /DENT/'/CATION <br />`_. OPT/ONAL) <br />/ P2 "AC OVER CONCRETE , <br />COLLAR <br />CONCRETE COLLAR CONSTRUCTION <br />TYPICAL FOR ALL MANHOLES IN <br />F/N GRADE <br />STREET PAVEMENT AREA <br />6" - - <br />STANDARD CAS r IRON MANHOLE <br />FRAME AND COVER. GROUT <br />_ <br />FRAME TO GRADE RING. 5 LOPE <br />`N <br />TO MATCH FINIS14 ORADE. <br />LG <br />3L4 PRECAST REINFORCED <br />CONCRETE GRADE RINGS AS <br />REQUIRED. PRIOR APPROVAL <br />O <br />N.: <br />24"D/A <br />MUST BE OBTAINED BEFORE <br />K 2 ti <br />INSTALLING MORE THAN /2"0F <br />GRADE R/NOS. <br />ti Q 2 <br />2-1%"HANDLIN0 HOLES, /SO <br />0 W <br />N <br />DEC, APART, TO Be PLUGGED <br />K <br />W/TH MORTAR AFTER INSTALCAT/ON. <br />m m 3 <br />PRECAST REINFORCED MANHOLE <br />COAICENTR/C CONE <br />=m <br />46" D/A. <br />TONGUE ANO OROOVE ✓O/NTS <br />% <br />YMAX. <br />FORMORTAR. MORTAR ALL <br />W <br />T. APPLYPRO7ECT/VEC0.4T/A/6 <br />GRADE RINGS AND SECTIONS <br />OR L/N/NG TOALL INTERIOR <br />E: I MIX. <br />Q <br />'e CONC.SURFACES OFMH'S OR <br />-'_-i <br />YP64IA165 /2"O1A.ORGRE47ER <br />PRECAST REINFORCED C <br />MH. SECTIONS, A. S.ZM C-47-4'TB, <br />CLASS III, AS REQU/RED TO <br />O <br />OBTAIN PROPER ELEVATION <br />1, 2; 3'04'SECTIONS. <br />m04 <br />1" OO 4 <br />—GROUT <br />VAR Ote <br />CLASS B"CONCRETE <br />1 n <br />FOR BASE <br />a m ° <br />/MPORrED BEDO/NO <br />o <br />¢ BACKF/LL MATERIAL <br />J 5-IO" <br />STANDARD MANHOLE DETAIL <br />NTS. <br />DATE 4/84 <br />SCALE: AS NOTED <br />DESIGNED D. ANDERSON <br />DRAWN: ,FLOSS <br />CHECKED: DT.S, <br />PROJ. ENGR.: I. GENNIS <br />REVISIONS <br />NOTE: ALL /-/ANDL/NG HOLES SHALL <br />BE PLUGGED WITH CONCRETE <br />MORTAR AFTER CONE /N57ALLA7'/ON <br />2-/ "D/AMErER <br />HANDL/NO HOLES <br />180 APART` <br />— —y <br />CONCENTRIC CONE <br />STANDARD /NSTALLAT/ON NTs. <br />/ 6" 21 <br />A /"DIAMETER <br />HANDLING <br />HOLE V <br />+ - <br />CONCENTRIC SHORT CONE <br />(USE WITH PRIOR APPROVAL OA/LY) Nrs. <br />SMALL <br />MASONRY <br />DAM %20E— <br />P/PE D/A. <br />PLAN <br />STANDARD CONCENTRIC `. <br />CONE / <br />TYPICAL JOINT <br />LOCATION, ../ <br />'MAX < B 0 <br />MAX > S 0 <br />CORE %B D/A. HOLE <br />/Y4" <br />PICK HOLE <br />CORE'3) HOLES FOR <br />DIA. ANCHOR BOLTS <br />lya <br />,B <br />PLAN <br />R <br />LErTER 5"PLACED <br />Z/" <br />AT CENTER OF COVER <br />LY,R� <br />SECT/ON A -A <br />CLEAA/OUT R/NG i COVER <br />NTS. <br />WATERSTOP(TYl-) <br />PLAN VIEW Of MANHOLE BASE <br />SECTION A -A SECTION 6-6 SNOWING INTERSECTINO SEWERS <br />S. <br />DROP MANHOLE CONNECT/ON DETAIL <br />NTS. <br />APPROVAL 11ONCE/ $- NMTE AND ASSOCIATES <br />DATE DY DATE..4lz7/Z7 -• � �B4 N.C.E 8G94 GEORGE S. NOLTE AND ASSOCIATES <br />COUNT! OF SAN JOAQOIN <br />SAN JOSE ■ WALNUT CREEK • SAN DIEGO ■ SACRAMENTO <br />BY. (408) 287-3400 (415) 934-8060 (714) 278-9392 (916) 446-5028 <br />DATE:J4 20 1984 R.C.E. 17,462 <br />BREAKO DROP P/PE <br />fo"�TOP OF P/P SHALL BE <br />ENCASED /N <br />CONC <br />I <br />SMOOTH 04 <br />RAD BEND <br />e <br />Q <br />J <br />POUR AGAINST UNDISTURBED EARTH <br />1 <br />PLAN <br />GROUND OR PAVEMENT <br />43' <br />�7/a Xc 60Lrs <br />km <br />"D/A. PIPE <br />ADD ONE LENGTH OFP/PE <br />WHERE L/NE CAN BE EXTE, <br />PLUG EA <br />ELEVATION END VIEW <br />TYPICAL CLEANOIIT 11MALLAT/ON <br />NTS. <br />�B <br />A ° A <br />LAB <br />PLAN <br />TA/NL E55 STEEL 6AIWS <br />NCf10,PE0 TO WAL L 2,f "O C <br />? 0A/VD5 MIN. <br />PBS ORPlXC <br />P/PE ,PE40 <br />6 /N5/OE M N <br />71 O <br />• SMOOTH % RAO/US BEND ° <br />SECTION A -A SECT/ON B-B <br />/NS/OE DROP MANHOLE CO/VNECT/ON DEUIL <br />FOR USE ONLY OA/ EK/8T/NO2 MANHOLES /y TS <br />-EAST STOCKTON SANITARY SEWER PROJECT - <br />NORTH COLLECTION SYSTEM - SCHEDULE D <br />MANHOLE DETAIL SHEET <br />SHEET <br />124 <br />OF 127 SHEETS <br />JOB NO. <br />2181- 83- <br />