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I w#0R000r <br />NOTE - ALL HANDLING HOLES SHALL <br />BE PLUGGED W/TN CONCRETE <br />MORTAR AFTER CON--/NSTALLAT/ON <br />POUR AOA MIST UNDISTURBED EARTH <br />ADDITIONAL <br />PRY HOLE <br />PICK <br />CAST IRON SKID <br />RE5157ANT COVER 2-/'DIAMETER rG 2'-p" <br />HANDLING HOLES <br />/BO'APART <br />O e <br />V <br />+ I ry <br />CAST IRON FRAME <br />4'-O" 5 <br />I <br />VDRY /DENT/-/CAT/ON <br />_. (OPT/ONA L) <br />CONCENTRIC CONE <br />MACHINED PLAN STANDARD /NSTALLAT/ON NTS <br />SURFACES <br />2G Y4' <br />2 A A / DIAMETER <br />25 �r�r� <br />HANDLING <br />HOLE <br />TAPER + I I <br />J� <br />Lam" <br />CONCENTRIC SHORT CONE <br />(USE W/TH PR/OR APPROVAL ONLY NTs. <br />MACHINED SECTIOAI <br />SURFACES <br />OPTIONAL <br />I �t A.0 OVER CONCRETE <br />COLLAR <br />CONCRETE COLLAR CONSTRUCTION <br />\ <br />TYP/CAL FOR ALL MANHOLES /N <br />F/N GRADE STREET PAVEMENT AREA <br />STANDARD CA5T IRON MANHOLE <br />FRAME AND COVER. GROUT <br />_ <br />-RAMC MORADE RING. SLOPE <br />p a <br />o sec <br />TO MATCH FINISH GRADE, <br />°4d Gc"PRECASTRE/NFORCED <br />CONCRETE GRADE R/NGS AS <br />O 24"D/A. <br />REQU/RED. PRIOR APPROVAL <br />MUST BE OB rA/NED BEFORE <br />Q 2 Q <br />INSTALLING MORE THAN /2"OF <br />GRADE R/NGS. <br />Q K 2 <br />2-/ks"HANDL/NG HOLES, ISO <br />rp <br />DEG. APART, 70 BE PLUOOED <br />W <br />W/TH MORTAR AFTER INSTALLATION. <br />Q <br />PRECAST REINFORCED MANHOLE <br />COn!CENTR/C CONE <br />S MIN 46" D/A. <br />TONGUE AND GROOVE ✓O/NTS <br />W <br />7"MAX <br />4PP[YPROTKT/VE CCYgT/NG <br />FOR MORTAR. MORTAR ALL <br />GRADE R/NGS AND SECTIONS <br />Q <br />: OR LINING MALL /N7ER/OR <br />CONC. SURFACES OFM.H§ OR <br />2: I MIX. <br />PYPWAIES /2'D/A.OR6REATER <br />PRECAST REINFORCED CONC. <br />MH. SECTIONS, A.S_TM C-47B, <br />CLA55 IZT, AS REQUIRED TO <br />O <br />OBTAIN PROPER ELEVATION <br />SCOPE E /7,-JF-- <br />/, 2; 34SECTIONS. <br />e '�04 <br />vAa�ABL �,; a <br />PLAN <br />STANDARD CONCENTRIC <br />CONE <br />TYPICAL JOINT <br />LOCATIOA', <br />SMALL <br />MASONRY <br />DAM %2 OFF <br />W PIPE DIA <br />/2°MAX > B4O <br />ROUT 41 <br />.N/N <br />BREAKO DROP PIPE <br />—CLASS B°CONCRETE r'r--TOP OF PIP SNALLBE <br />FOR BASE ENCASED IN <br />CONC. <br />l4PORTED BEDDING ° <br />5ACKFI4L MATERIAL <br />SMOOTH IV4 <br />RAD KENO <br />STANDARD MANHOLE DETAIL <br />NTS <br />CORE �B O/A. HOLE <br />CORE (3) HOLES FOR <br />Ye"D/A. ANCHOR BOL; <br />PLAN <br />21 <br />RS17, <br />SECTION A -A <br />CLEAMOUT )two ! COVER <br />NTS, <br />6'MAA: UNSL/PPYIFTTEO Lelvw* <br />PLAN <br />GROUND OR PAVEMENT <br />D/A PIPE <br />'Boers <br />ADD ONE LENGTH OFP/PE <br />WHERE CALLED OUT ON <br />PLANS <br />lfl�--PCL/G EA <br />ELEVATION <br />END VIEW <br />TYP/CAL comfO[1T /INSTALLATION <br />NTs. <br />STEEL H4A/P5 A$ s//ID HEASHr AAvr 70 BE A ome <br />READ TO HOLO J" 01N CLEARXA/CE BETYYEE/V TMALV -&r,6 .MORE THAN W/OTN. <br />S1//05 /A' I L INNER WALL OcCAS/A/6¢ PIPE BELL SY/Os MAY EXTELUO OWA, a('J/NT f Rmm~ i w <br />P,fV$110/A,IS _W1,05 ARE 4VrCNEO AIR. low"V or /11w <br />70 CLEAR &VINT <br />I FILL ANNULARBHICE <br />h 7D 71vQK PIPE IV/TH <br />SAND �. <br />IVELDEO STEELC0A16VC7DRP/PE �TECT BELL AS PER K ENS REOA0W 5A7L75 <br />{VALL TNACA1.VES5 AS /ND/CATEO MANUFACTURER 8 RECO QEC7l11,i00 aULA'NEAO FOR EA. LEMS77! QrPYPE <br />ew PLA/V ol PRYJF/LE SHEETS /i/ENO4rla-i ' O--,9W ,0 •,�EALEQ <br />t7'sEwEa 6' up /e ' &a*w <br />ELEVATION JECTiVN <br />STEEL CIOND(I row P/PE (N r. s) <br />EX/5T/N6 M.H. <br />SECTION A -A SECTION D-B <br />DROP M,4NN0LE CONNECT/ON DETAIL <br />NTS, <br />WATERSTOP(TYP) <br />TYPIt <br />LOCA <br />PLAN VIEW OF MANHOLE BASE <br />SHOWING INTERSECTING SEWERS <br />NTS. <br />TEE F/TT/NG <br />CUT AS S,UOWAI <br />WATER T/GNT <br />EAL , <br />57A/NLE55 STEEL BANDS <br />ANCHGEPEO T2J /VALL 2-of-O C <br />Z B< <br />EW S & P/PE <br />/2 " MAX <br />PB5 OPPIC <br />PIPE ,PE00 <br />/N5/OE M N <br />I I <br />_ le <br />" SMt:10TH % RAD/US BEND <br />SECT/ON A -A SECT/ON B B PLAN <br />I/VS/DE DROP MANHOLE CONNECTION DETAIL <br />FOR 05E ONLY ON EK/3T/NG MANHOLES N T5. <br />DATE: 4184 CITYAL IH`T7 <br />SCALE: AS NOTED ByAP Sry ", ,2 ; - EAST STOCKTON SANITARY SEWER PROJECT- <br />DNEDD.ANDERSON .427_ ,_Cj[6C GEORGE S. NOLTE AND ASSOCIATES <br />DRAWRAWN:.EiCSS SOUTH COLLECTION SYSTEM - SCHEDULE E OF 151 SHEETS <br />CHECKED: DT.S.COW" OF SM JOWTN <br />SAN JOSE ■ WALNUT CREEK ■ SAN DIEGO ■ SACRAMENTO JOB No. <br />PROJ. ENBR:1. GENNIS BY., Q (408) 287-3400 (415) 934-8060 (714) 278-9392 (916) 446-5028 <br />BY DATE REVISIONS DATF; J 20 1984 R.GE, 17,462 MANHOLE DETAIL SHEET 21$I - $3— <br />