FLOOD06482 - Laserfiche WebLink

Home Browse Search

BRICK COURSES 2 MIN. 4 MAX. ... N -... N -N '" 'io EXISTING a" OIA. R.C.P. 48" DIA.--, EXISTING a" DIA. R.C.P. --,,-yu " "AY" 24 DIA. MANHOLE RING /a COVER-SEE DETAIL CONCRETE GROUT OR MORTAR ~ , " .j.' . . , , '" ... - > NO U /. rI::r: g' " - " "':< .- 24" ;J' . .. "'J' ..... ". -N " CONCENTRIC CONE SECTION . .. 5" , , =" - . 4' DIA. M.H. 8ARREL SECTIONS M.H. STEPS - SEE NOTE 8 SHIPLAP JOINT POUR BENCH TO TOP OF PIPE 48" .t,. . ',.' 3' ,": ,. ..... / ',1-";::":"'-'-' . '~L. \ ; . . '. ~r; : ~. . 'lI-..,: -L,;., , . . . .. . .... .... "'4@12" 5'_411 ROUND OR SQUARE AT CONTRACTORS OPTION CAST IN PLACE SEE DETAILS BELOW NOTE' SHIPLAP JOINTS a BASE JOINT TO BE SEALED WITH FLEXIBLE PLASTIC JOINT SEALING COMPOUND TYPICAL MANHOLE DETAIL NO SCALE INVERT OUT I VEL. 7133.54' INVERT IN )L. 7133.73' ~~. ,'? I '-.---. I' :qOPOSED ""1 0/4. PVC o 9.63 9.630 INVERT IN EL.7733.64' MANHOLE NO. I o \5.64.J \~:\ ! PROPOSED ell DIA. PVC INVERT OUT" _____ '\ EL. 7747.65' ______.\ 48" DIA....... OUTSIDE I \~ IV, INVERT IN EL.7148.03' / I..- '/ PROPOSED e" OIA. PVC DROP~ ' ~ DROP INVERT Y EL.714B.03' 'r MANHOLE NO.3 I~COMING 8'SEWER all.. a". a" 450 WYE ALL BELL i'. ! -~ I I " I ........ ....._# ',-. -. '." " . .' . .. ... BEDDING MAT'L( ~', SEE TRENCH DETAIL UNDISTURBED GROUND CONC. ENCASEMENT JO BE A MINIMUM OF 6 THICK ALL AROUND DROP e" - 900 ELBOW ~----'--"--29~~ l'lON BODY FERRULE WITH BRASS SCl'ltW PI,.Ull, MA1' BE FLUSH OR FlECES8ED DEF'ENOfNTUPON THE LOCATION. .. 2."~ ttC FLEXIBLE RUSSER It.. ~WEDGE-TYPE GASKET l:& SEE DETAIL I : I ./ INV. EL. 7151.59' I I, '--_._~:-~. /" ..-.-o,p'-~ "-', /"~-6 0 cl'p 0 Q'Th."-'\_ I . ." "" ....... I .:1"0 o:u"tl '(r'l.fj;c' 0""" \ I I ." ", 1';"', ~ \ / /0 ~,o 0 o;p 0 iJ.~ 0\ \ i 9D:~OOO;~Qoc:r~a~ " .'~gj~ . '----- ,::.->\" HALF PLAN FINI9tfEOGf'lADE- I I In I ~ \.'.V ^ j H r, ~ 1''''';:. ^It-l. J::__o.s E::= CONC~ETE PAD )..xwv/ ..'..,. ....ArER-TlGHT PLUG l..ARGEI'l THAN It I S!'; It PIPI!: !iO~"~A!....I'o'E'.G.~ II.n,. '11' f....!~f;5.. ,-"" Hl' t----- RISER PIPI!: 4"01,0, PVG + LON a SWEEP I W,YE .....:...:.' V;.::t.:,.. " .. . p, . "':././.:" . .~ ::';~; ','., ':~'.~' .'.,~':). '..':"~ ::.:~ ..:.:. :~.:':' .... .~.'..'.,~ ',' ...,..... ", ,,',' " ,:/" .' .,. .' .. CLEAN - OUT DETAIL NO SCALE . . *,. " '.. '. . .... ....r':. . ' .. .. ,." ".' / . . " ~ / ... . a. .. -10.. . I ,,'~I:. ~t:-'~ ill ":C:~:Jf?~, I 23a"---==\ // ....Ol~.. ,... .'L~ERtjATE r;OVER~t~Yi~U II" 1- ',.,r j r-' "'1.,+ "'~\W...Jf- "~fi[u..u,,,',;==1L( r I _ '-"1 ,. I 0/; i""iiii -22" . '..... ,:,./ @ srCTlON :nrES.' 1l II.' I,C""",,,"".JJ'4"t/,,. , (;~.,._ 5"",,",c~"<V"' .Jy;r.. ~_4t11-. _,...., ........ """" '''''"Y'~ .. 7' .,. Ie'... ..~I "'/I ,...,,,,.M" "'u......n.J'~.,.' ...,...~<rI '- . ..' .. . - ," -. .... r:. .. .. .' " J t..... ~'. . . " 't . 811- 450 ELBOW CONCRETI!: ENCASEMENT ~ I '. / .f . " 1 ~ " . " . '.t" .. . . . . .. .. . '. -- ..: " -- . . .' .', . .. '..... . . . J . ... ..." "1211' 511 2"+ ~I; - - ::'" . >r: { ~'.: .;>-. '",,-:' . .-J .. '. . . 1/ ~ . .... '.'\:'" . T. . ~'. ~ . :: .' .... .... ". ... ........ " ."' ....". ". . . . . . . .. - . ... / ~ .. .- ~.'J'~-' ~ , INV. EL 774B.03 /DROP / BOTTOM SECTION MAY BE I POURED MONOLITHIC WITH MANHOLE BASE :1 ....... .... -. '.::'. - .' '....'. , "" . .,....... ........' -L ..... .... '. .~..:0.0. .~. .~:..:> . ~ . .. . . ~ . '. . . '.:. " ..f>:....~.. ...:.....: ,-- ., .', '., J... ". ........ ;. "- <.0, .~. ".: ":. . ". ... ~ .( . . . . ~ATER STOP SEE DETAIL GASKET FIG 2 CAST IRON -. - - 24" MANHOLE RING 6 COVE R ~,-Ae C()1'.5T~UC.TlON z ~ OUTSIDE DROP MANHOLE - PVC NO SCALE . INVERT OUT E~ 7745S -- o 15.64 MANHOLE NO.2 PROPOSED e" DIA. PVC SAN. SEWER \ ... ~~. PLUG ("'\ '" . - - INVERT OU!1 ~:;X<I\I EL. 7769.55' ~ '. --'" INVERT IN ------ EL.7769.77'/" MANHOLE NO.4 MANHOLE BASE NO SCALE NOTE' SEE PLANS FOR LOCATIONS DETAILS 'N , a a "" ,----.---::7 ~'-O)Z!' 1'/: r .~. . ~'Z. .k.~""'0'~ r; )-..::'.. ~~\';'1'--- I .0 l.'''.VSI..T....,L'--Ji.-.. ' . Il f,~J\ 4' ," _ .0...:.-' _ _ '''''.''........-P"'-'''...,..., " ED '3ECT191'! , , < . . :." Pl,.UO r6'1 ~6"~ 00...12" MIN_ ml\l4.."M \!j;) STANDARO liFTING SLOT :JETAIL (Typ,tollorolltoot.\) I SEWER LINE ENCASEMENTS NO SCALE ;."""'"'''''..i1~. ,..,".". ___ .0" ,,,~,,,", ~".. ~1..' ;1."'. . 00'.' '., _01. --, ---J.-.~ I.,..H-_.. ",..........'.0"..... . --- ~ _......_."~.,r.I...... (~ ---- ~______ I.' ;.~: ~---~~..:,'~; ~~o;::""~ r.:=z . I)'. ~.,.;:..1-....~..... '~--_... D..," FLr--iJ ..c _L I" ~::::::--"..---.:.. ---.... ""0',, $''''' G..... I ..,,, '...... / I r--'-'~ - H~ 4B" DIA. . ' f'.'-o'" ~c~~.. G"....--.. ... j I~. .,,1 . ~ .~;...-... ~".~., _I,.. "'I~"r- '., I, , I" . . ;.;:. ::. / v .. . . " .-......1- '..... '1~ /. . \ ~; f--' .." .1 111: . )..*'...~.:. ".". L' .-.'. '. '---.,.... ..&" .~ tl~F'....~'..~..........., /7/':.j ,-...;..:--=s, ~'l Ii. ;---'",j .. I I 1 'j . j': 'II ~i'::l ..... I Ii 't ........--... 'n.... .. . "r ~I!'''-J , -~ ":"~~),~~~,.O<.... '-~ .." ~'I.',""","";- ",'~ . . j " . '.' .... . ~.., ... .....- ~ . . . . ~ -- ------. ~~ \ I_INVERT IN I EL.7745.43' \1- ~ Mt wt,HR STOP C,;ASHT ~~P'u""P'''' \ 0/ ...---......,". r . .~,-."/T..' ;.::.:.... ;-", ...,.,. . . FLEXIBLE RUBBER WEOc;.':; -TTPE (i':'$"f.1 "--- ~,..... ... h.. .. . '.'" NorES. NOTc: "><, ",V "" .'#1 ~... ,,"" ,I ......""'" ..0" . '.,~'" .'."~",,, '" ""u', :.,..... .... "_01 .,~_ "",,_ . U'.....h.._ "'7, .... ~.~ i. ,~.. ~ ,.,"'" J..... p,'" 'JO.1 ...~,..1..~-,.. '..,.... 'fJ ..~..'. p'.>.'*' '..~'''-'' , ~JI ......'..., .....'",fJ,."". _ ,..,~...,~.... ~~_,,""'" U~IO II, " <O<<orJ~'<. ...'" _ ,"'...... s,..,...-,.,._, (1""""""_. ,pop,,,....., PRECAST MA,~HOLE CONNECTION DETA" S FOP. A~Y TYPE OF PIPE C~ST-IN-9L~CE MANHOLE CONNECTION OET~IL S FOR PLASTIC PIPE ~u ~(~.~ 1<(; $C ~,{ B ORIGINAL GROUND OR FINAL GRADE . IIz B '12 B SURFACE ELE~ I 2' 2' I I . fpo""" I pA' MAXIMUM LIMITS / OF EXCAVATION / / / / / BACKFILL TO BE PLACED // AND COMPACTED IN / - ACCORDANCE WITH BACKFILL METHOD SPECIFIED H(FT.) I 2 3 4 5 6 7 B 9 10 II 12 13 GROUT . - , , , , .:>., ,-~, , , "'-, LOWER LIMIT OF SLOPING " OR SENCHING OF TRENCH , WALLS " , , / 4811 DIA. I r r / / EXISTING 12" DIA. SAN. SEWER BEDDING TRENCH BAGi<fILL TO SE PLACED IN I; LOOSE LIFTS AND FULLY COMPACTEC BY HAND TAMPING, FOR ALL SPECIFIED 8ACKFILL, TO 90 % DENSITY, AASHTO T-IBO , ~--~~-~--------- ....',. '::.::::. :.': . ,:..., ". ~. <. . .... ~ .. .. .' ". ' . .. '. ~ .... .' .' . ...... ........ -'.. .'. u. .. .' . ~':':.'.:.., -:';r /ii.:..... ". ; '.' ..:.'..':.....~:.:...... ~'/' '~,~,:.:: :'~:'~.: <":../.~ .J" '.:' '1' :. ", .~.:...I..;.;: "':;.'. ,I"': .._", . : ." "'. IT:::.'Y NOTE' IF SOliD SHEETING OR SHORING IS USED, IT SHALL BE CUT OFF AT TOP OF PIPE AND LEFT IN PLACE. :i N- 1:< SEDDING TRENCH (VERTICAL WALLS, BRACED -OR SHORED IF NECESSARY TO MEET SAFETY REQUIREMENTS) r-- PIPE BEDDING AS SPECIFIED SEE NOTE l- . "' '", TYPICAL TRENCH NO SCALE DETAIL S (FT.) 4 4 4 5 7 9 II 13 15 17 12 21 23 , rNo. HeVISlon uote tsy 3891 PREll M I NARY NOT FOR CONSTRUCTION PHASE I CITY OF OURAY, CO, DEBRIS AND FLOOD CONTROL IMPROVEMENTS PORTLAND CREEK SANITARY SEWER IMPROVEMENT DETAILS Designed by: 0 E M Drown by: 0 WG Scale: AS NOTED MARCH 1983 Dote: Checked by' WSL Project No.. CO - TO - 0 2 oDlj SiMONS, Ii & AssociATES, iNC. fORT colliNS, dIEY(~NE. UlNVER. TUCSON P-IO .