Loading...
HomeMy WebLinkAbout025 - C5.01 - DETAIL SHEET 2 } m W Q Frame and cover to be either D&L d- ..ring with A-11]B cover, EJIW a Sh.1 3772 series, pi approved equal. r7 Covers shall have two 1'pick holes. INLET CASTING 1/4'BELOW TOP OF J UN 7030 OR NEENAH 7_L NEW PAVEMENT SURFACE 4•MINIMUM,]"MA)OMUM OPENING DEEIER 2C47L OR j 11 D&L 1-3517 Adjustable rings, NOTE:Al joints between manhole sections,manhole ring& 5 9 �IA SMOOTH INLET CASTING TRANSI ION CURB&GUTTER HEAW DUTY MONUMENT BOX,SIMILAR TO CARD ENG.N0.50608-1 2'loin 12' top sedbn,and arountl sewer pipe into manhole shall be ROD( MERED IN OPENING NEENAFI R-30W-L TO MATCH INLET CASTING x� 1 wote U hL Jointing moteiid ah.11 be"Ram-Nek"or equal 6��T (EXCEPT FOR UN 7030) 0��703� (TYPICAL FOR ALL INLETS)OR :y.. STREET PAVING&GRAVEL AS REQUIRED 1 - �'; for all joints except between sewer pipe and manhole wall. D&L 1-3517 S AB COVER SEAL JOINT WITH RAM-NEK 5' S' ~ e M 3 PRECAST OR C CONCRETE. 3000 8'X 3'ROUND CONCRETE SLAB q_0• •1 24_ I Z p ' %• Precast reinforced concrete manhole nser : OPENING ` a N • and eccentric cone lop m°nufacturetl in •� 4'DVl PRECAST REINFORCED CONCRETE VARIABLE(3 MIN.) SLIP HUB TO ,� Mohde steps at accordance—ASTM dee'gndwn C 478. MANHOLE AND&SE.AS PER 3•-0" 0_ FROST THREADED ADAPTOR 16 centers b. : N0.4 BARS AT 12'CENTERS EXPANSION STANDARD DRAWING N0.02]20-4 r MAX.,SPACED EQUALLY SLEEVE THREADED PLUG ut Ia.ert to apallae - fir ;• .y - d PIP.. n Pn 4-0" CLEANOIJT PIPE,8°PVC NON-SHRINK mx ibNine eBACKFILL , Pi 4- Top of Pipe oetY = 0. O •,, •.':' 'r.• e ,': ':):. sal._twee poet 'I: FRONT VIEW Z =•: Variable }} mid. II of 0"MIN. - •H/B'BEAQ: •` ��$ (mir• R1O ehQe'N •� �. 4'MINIMUM,]"MAXIMUM OPENING B nec ry top 18 NIN. E a bVWM ho^-p half of pipe cY END OF Ii o cI,—detail.I� be trimmed off 5 8'SMOOTH ROD TRENCH _ Flexible gaskatad Idol(typical oath. B ;�'."= :i "Y'�-'r"!` e / U �.'' +'•: for precast bases-eae detail) tlbmeter(onl CENTERED IN OPENING L Z E y) (EXCEPT FOR EJIW 7030) A O 1'MAX OFFSET ALLOWED FOR W H — Ch el d f ppe � x:, .` CASTING BACK PIECE ADJUSTMENT Q _ ONE EXTRA BAR IN 8070M U `• :: (ALL SIDES) VARIABLE Y; 2•-0 ,', U q 8"PVC A Precaet or poured 'n place base • k, N '4 bars 1'0' Pe.-d-n-place base,mmmu Q ­nonIt.thickness below pipe I. 5'-4-d'a. 8 inches.Precast base,mmmu o o _ thickn is 6 inch...All basnm Q reinforced as shown. •✓ti. Z END OF LINE CLEANOUT T m IF REQUIRED USE PLUG Raaly.d Slap d t'per r 24. -:, is" .. _ TO MATCH INLET.L W w pnhaM :�- CURB AND GUTTER TO BE WARPED DESIGNERS WILL PROVIDE ADDITIONAL �p°od'ran - BLOCK OUT FOR/ _' "" '• DESIGN DETAILS TO FIT SPECIFIC `` NOTE:Storm drain manholes shall OUTLET PIPE "ei "�'7' "�`'^"`'e' CONDITIONS. not have formed channel.one the 12"RCP(TYp.) ., Dls.d lowest pipe'overt shall be 9'higher _Lit 'off t than bottom of manhole E O 3 ■ ''i: r;..•; MT SLAB COVER REINFORCEMENT AS PER ' SECTION A-A STANDARD DRAWING 02720-6 SIDE VIEW CITY OF BOZEMAN SCALE: SANITARY SEWER NO. 02730-4 CITY OF BOZEMAN SCALE: SANITARY SEWER AND N0. 02720-3 CITY OF BOZEMAN SCALE: COMBINATION MANHOLE AND NO. 02720-16 CITY OF BOZEMAN SCALE: STANDARD SQUARE NO. 02720-1A STANDARD DRAWING NONE CLEANOUT DEC. 2003 STANDARD DRAWING NONE STORM DRAIN MANHOLE DEC. 2003 STANDARD DRAWING NONE CURB INLET DEC.2003 STANDARD DRAWING NONE STORM DRAIN INLET Dec. 2003 o aB 1r. Rev. MAR 2017 REV,MAR 2017 Rev MAR 2017 ° �3ygq3i m a zP a as EaF a E OVes b$ HVI z F 3 a a U U W = O a N Of ~ N m m v GREEN STEEL POST -Rasp suaanaoE oR Il ro Q n `a AT END OF SERVICE Ex,snxa aRouxo Ex,rwia�R�ar,Eia ,sr =m \°R rxa i�xp m m - PROPERTY III TIE L , T� Q O� ILL! � UNE OR rT1I RExcx eacxv, - s 14501 a lespl DOQ QQOQ Y o U 4 EASE ENT I TIE II slasol �•faspl 5 7/2'BOULEVARD UNE III -a lasol a•Iasp1 F rRExcx exxElu m ra[x r u 0 - III QQ ❑ '> 4 REx III E p" LR xa R a.aa,»G® R. I aa,w,x xEw x eA xrRE© o OdD OO N STREET SURFACE 5 S vaR, III E LRAx W e[oo x4 Q L E a—o—era .© O a�O NEENAH N0.R-2533 GROUND SURFACE -L A •: A• - OR APPROVED EQUAL ° WITH TYPE C GRATE. IIIIo a TIE IE a O of xx. a W A EO ACKFlCOMPACT 2'S —I F-1 I (TYP.) (SEE SPECS.) _ •�11s• e' "— •-"s«Ax,x.°«<®RaErEa -IIE�IE�IE=IIHIHIEIIE=IIHII PLAN Uj (TYP-) CYPICAL EXCEPT IN SPECIAL ° rexr CIRCUMSTANCES WHERE CITY HAS �S APPROVED ALTERNATE LOCATIONS) `m) RIGID PIPE RIGID PIPE FLEXIBLE PIPE v, TRENCH/BEDDING DETAIL TRENCH/BEDDING DETAIL TRENCH/BEDDING DETAIL - FOR IT f3001 TO 54"f13501 DIA. FOR SIT 115001 TO 84"f21001 DIAL FOR IS 13001 TO 4W f12001 DIAL 1 1/2"(3.ean) 2"X 2" 9"(22.9— WOOD SERVICE LINE.SLOPE=1/4' MARKER 2-2'(Scm)ADJUSTING V` PER F00T MIN.,1/2'PER FOOT 20' RINGS CDR FUTURE 45' ELBOW QUANTITIES' METRIC QUANTITIES QUAATITIES' METRIC QUANTITIES QUANTITIES' METRIC QUANTITIES GRADE ADJUSTMENT MAX. /WALLom cm)R.C.P.CLASS II SEWER MAIN .. p ov,v _axv ecvp naxuux p To I—o- Kolo TovvE ,wurroeEvu _(Coax p) eu yr rou,zw Epp I/ WALL B(ASTM C-78) Lx![rax[II xG Ex!mm) fmi ER ml rx —RIL fCre EFrl X4 ER(mml Im Ea ml rx4 G if r.R EFT)N4 ER lmm) fm RWIN4 Uj 10"(25.4pn)MINIMUM DIA. Q R\\ LATERAL PIPE 1. IN UNE WYE FITTING FOR `PLUGo. See NEW INSTALLATIONS. easrp ox Rcv a wul vrvE • �.Nn SADDLE FITTINGS ALLOWED use r ( ) FOR EXISTING INSTALLATIONS t'Op 1x Z ONLY UPON APPROVAL OF eas[o ox ex[ss- < CITY OF BOZEMAN SEWER eas[p ox R<v a wal v,vE. r Rs mmI xoxua wau rx,E MIN.SLOPE DEPARTMENT. � W Z 6�MIN.12"MAX. O SEDIMENTATION a 3"MIN. BASIN W SERVICE INVERT NO NOTES //\ J LOWER THAN SPRING �rRE ®rx ms^x LE 6'NIN. rn RAJ L LINE OF SEWER MAIN vasmur.o AT xo aooR,oxM rxE I——el I— roxrarurrnrE ro,r,x sraxoaxo svvnr,canox oz.s. 't - �•/ Irl..l J FOR WYE FITTINGS. C05T' ro vxxrrarE rxE,xn uurrox or rxr 11171 ° ••' ASE QPTION ���//1� Z d' oR A xcrxpa avRRovEp RL.ixE00vIR 1E1 MAY BE FIELD POURED. V J W O xN ER. 11 xli� °Po"µ EFRX SECTION NOTE: 06 � w F Z rxE con or xrxa •STANDARD,EXCEPT AS FOR INSTALLATION IN GRAVEL W OTHERWISE NOTED ON THE ALLEYS PIPE INVERT MUST BE w N a L PLAN-PROFILE SHEET. 6e MIN.ABOVE BASE. v LL U1 DETAILED DRAWfNG SHELF ON BASE NOT REQUIRED. Q REFEREmNpC OWG.NO. 2/2000 Q Q d CITY OF BOZEMAN SCALE: SANITARY SEWER NO. 02730-2 "°"" Boa-zo z STANDARD DRAWING NONE SERVICE LINE DEC. 2003 ap>.,pr rM_-NA PUBLIC WORKS SCAE: STANDARDDRAWNG �/ a Q Q STORM DRAIN 24"STANDARD RISER INLET LL �ErsD—, SETRENCH BEDDING DETAIL ANDARD SPECIFICATIONS NONE NO.02720-2 Q F LU KISS"I.WIS xES= 1 BEFORE YOU DIG,CALL O W m 1-800-424-5555 0 J F- E , Know wbars below. Q Call before you dig. SHEET NUMBER C5.01