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4340 NON-SHRINK MORTAR C.I. MANHOLE RING AND COVER COMCO C-1180 OR EQ,UAL , '. ,!. , " -:.i.. - ; "".: 0 "0'\' . . ... 4 S" f- - - I I 2Uj: . , t1! FLEXIBLE RUBBER . . t.. .. ~WEDGE-T'(PE GASKET <:~ . SEE DETAIL . I I' I --i---!-- . \- -. ! I /"INV, EL. 7S0S.7 I I/,. 4S' 70" 5' #' ..0 :.: ;:.,:~ ~ 4' MIN \=;. -tS' MAX D. ., . ..... . t.. ,f) , :;:~::~ :' '.. ~; f) 24' BRICK COURSES 2'MIN 4'MAX 24" DIA. MANHOLE RING & COVER COMCO C-1180 OR EQUAL' CONCRETE GROUT OR MORTAR PRE-CAST CONCRETE GRADE RINGS 2 RINGS OF RUBR-NEC (ALL JOINTS) PRE-CAST BA'RREL SECTION -- '- -- -" ~31.F.CO E~SEMENT '- --- '------- ------ "- ----.... '---. ...........- ...........'-......... '----- '---- - --- --- ,,--- - POI-NT."F" --. -__ -- ~IN~ --__--:::- __ --- ----EX1STIN(I-MAmlQU;: ~H.1STA.0+51-,,\ . 1 STA.O+9&:'l .0---,--"'-0.-- " ... -<~TECT powt POLE ---zq -- --- ~ -- '- -- -- -- -- II~IA~ =W ........... -- _ --... NOTE: 2 TAPS INTERCEPT EXISTING SAN.SEWER AS NEC AIlt.. ........... __ _ --. BETWEEN STA. 0+20 AND STA.O+98.7.. TAP LOCATIONS f -- SHALL BE DETERMINED BY THE CONTRACTOR. FINAL - 1,3~ --...--.. - LOc;ATlON OF M,!:l~ SHALLBEOETERMINED BYFlEt.D ENGINEER - -- z PROT~~~NG STRUCTURE -------g------- g --- II) ------- - - --. --- - ---- - ----.... ........... " - '---- --. ::;-.... '----~ --.. -- I~COMING a'SEWER aU. elt.. an 450 WYE ALL BELL . .. .. .::' 3'MAX '~.' --- . I . '~'" 12- ~'.' --- A B C 72' 9S' 7' :.,':--'ALUMINUM MANHOLE :,.:.: STEPS 12' ON CENTE .~ 0' COMCO 12S53B OR , EQUAL 32'.42' so" 84' 8' D.:.... ,," .' .- ". ',' ~.'... 'F. .' ECCENTRIC CONE .. S~CTION " " ,', . . ',. ". ::1> , ' : 1- rn- .... ii:t -. <(I > 0= OUTSIDE DIAMETER OF PIPE BARReL , . "~".; :'.~:.~ :~.~~:":: :.' . \. 511 ',' 48" .,. 4' DIA, M.H. BARREL SECTIONS M.H_ STEPS - SEE NOTE 8 SHIPLAP JOINT POUR BENCH TO TOP OF PIPE .4@12" ," ':0. lJ.~ A .... 'V BEDDING MAT'L. SEE TRENCH DETAIL , .' o .' . t,. - . , ,I . '0: a". 450 ELBOW 1,- C .., 2ft + = <II ~~ -J ... l'l . . t ,..: 3' ''-: ,- ;'11 ~.:. .' ,.. " . . .-. . " 'I",~ " " .~.. - ,,- '/L- '. .~ . . ,~.' . "'---L. -. ' . .,'. ", ;'0' ....., . ....~..~, ',' ":<' ;.. <. ~.:: PIPE EXTENDED FLUSH TO .- ,', --.'--':::-, -.: INSIDE EDGE OF MANHOLE -'- .-- "-'-". "<-,,_- .,' . . ~ '. ..' . ~;. . i''' " .. ...... '.:"" ~ '" ." , " 0' ," ....: ..- . . '. . " t ~- VARIES a"- 900 ELBOW . . . . . '. \1\ . . .. ~ '.,. .. . . . "'"T , '-, . ~ '.. r .. .' .. . . ~ .. "12'" 5" . ,- FLEXIBLE GROUT .... ," ,.." UNDISTURBED .GROUND ". ---- -----. CONe. ENCASEMENT TO BE A MINIMUM OF 6' THICK ALL AROUND DROP J_~ {~ " t '. :" ~,"" . , . " DROP INV. EL,7S08.2S . NOTE' SHIPLAP JOINTS 8 BASE JOINT TO BE SEALED . WITH FLEXIBLE PLASTIC. JOINT SEALING COMPOUND T""_"T"-~__ .-.-:""7.-.~::.-.7;' ;i-' .- _-_ .__...-.,.:.--~,.,.-.....,. ,. _ -v- :",7 ":~".:: :,:.::,./~..:,..~:.....:. ~~..:;'-~...~.~'~'~~..,:. "-'--'-'''{'- \-;~,.,._" ".. .....~' -...~~..~.:o'.. .'}; '2' '~:"".- ...~....;~ .'~ .... /30....1.11. .' ~::........:..!.:';...~.~. ..~,:f~:: ....'-:./.: ..-:, ;', SEE TYPICAL TRENCH ;,.... ":'~ .' I . -;"">~;':-:::;:';::'?:..J.....~:4"'.:'.:!>':/: <:.;.p..~.;i ~~'. .---a-l ., .... o' ,..... .....,. ........,~;r,..~.'.,.f._.., DETAIL BEDDING '.:.- ...l:........~.'o. .~......o..". O. o. ..o...,;.~.;,.... CONTINUOUS TO MH . ',:.~':.:.::.':-.'<'.:'. .o:::j:,:::: ./:::..::<..0 :'0.:',6 ....::::o...t.;.:,::.t:... '0.:": ,,0: ,,- KOR-N-SEAL BOOT do~O 00 6~O 000':> 0.0 60000 9~o~ aO~Oo06600q..o 0<;0 ()oOa.C:ObO 600 OOOOOb "0 oJ! ...... c;,^C~o 06....0&....00.0<),0 OR EQUAL L:> 6116 D g&b&~~ 7'3 ~'~P& cf66 ~"'6~o.60~~O~O 0 m~OOg'-'~O~OOOD z:,oc> c.ooc.::>e:256 b~(;>i:S og<:>O<>,Rg bg 0 ~OqO~O()2 Otla~0 00""0 oo~o~gOOC>C>o.'-" Oo.:::>060~ lSogOo QVO~'O W"lO 12' MI~. THICKNESS-OF '-'. 3(4' WASHED ROCK .ls.I 12' I 12- 6- B - ~ END OF BOOT ,- -----. PIPE SIZE VARIES .~ .. ,~ "''' 5'-4" ROUND OR SQUARE AT CONTRACTORS OPTION CAST IN PLACE SEE DETAILS BELOW ~ - j . SCALE ~ ~ ~ o 5 .10 20 30 (FEET) BOTTOM SECTION MAY BE POURED MONOLITHIC WITH MANHOLE BASE WATER STOP GASKET .. SEE DETAIl.. TYPICAL MANHOLE DETAIL' .NO SCALE. NOTES: '. ALL PIPES CONNECTED TO\THE MANHOLE SHALL HAVE A JOINT WIT/UN 12 INCHES OF THE MANHOLE BARREL 2, PRECAST MANHOLE SECTIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM <:-4B7 3.3/4 INCH WASHED ROCK BEDDING SHALL EXTEND 12 INCHES BEYOND BOTTOM OF BASE. 4, THE EXTERIOR OF THE MANHOLE' SHALL BE COMPLETELY COATED WITH A COLD APPLIED ASPHALT BASE . WATERPROOFING MATERIAL APPROVED BY THE ENGINEER AND THE APPLIED IN COMPLIANCE WI'tHMANUFACTURERS INSTRUCTIONS .. OUTSIDE DROP NO SCALE MANHOLE - PVC CAST IN PLACE BASE - '-."-'.' ~:.. . t.--:-:',,: ' "''''-'-,\.:N''I'',," ""\ " -. .~';QIfh c- -- .- -- -- ---. - .:-=-cllE'lJro~ mmr" :nr -. - -- -- -- c_ __ --._- RUBBER GASKET STAINLESS STEEL CLAMP PRECAST MH SECTION ,- WALL -- ,GASKET FINGERS SHAL~ POINT TOWARD OUTER MH WALL INNER MH WALL FLEXIBLE PLASTIC SEATING COMPOUND MH BENCH TYPICAL MANHOLE PRECAST BASE _. -- - - -- -- _d' - - .- -- -- -- -- =-- - .- -- -- ---- -- -- I .- e-- - - : . ==- -- -~ .- ..-- -- ------.---- -- - -- --- -- -- -- - - . - 1-- -- -- -- ---. ---. - 1-- --f--. 1S' MH WATER STOP GASKET PLASTIC PIPE MH IAvERT . NOTE: CONTRACTOR MAY USE PRE.CAST OR CAST IN BASE; -.- - ----- .-.-- MH WATER STOP GASKET - .~- --i-. -- f--' --i--- c---.-. .1-- .-- -- . NOTES: MH BASE _ ..', to : .. o . . . (lo' .. .';. ,Il< .,:';' .. -- -- 1. PLACE STOP ON. PIPE NEAR~ENTER OF MANHOLE WALL; 2. TIGHTEN STEEL BAND TO ASSURE POSITIVE SEAT AGAINST PIPE OUTSIDE. A SCREWDRIVER MAY BE USED TO TAKE UP GASKET SLACK BUT A SOCKET WRENCH. 5/1S'0 IS PREFERED TO ENSURE PROPER TIGHTNES$. --'-- -- c--- ---.,-- ~- --e-- -- -~~-- .-- --t5 - _. -:.1 --jf-- ---i -- -.-- ... .-~.. + -< -E-~. - -- "'0 .- -- -- ::> a14 -aT g-- ----0- 0' ... -- -ll:= ~ -- 7820 ~ CAST-IN-PLACE MANHOLE "CONNECTION DETAILS FOR PLASTIC PIPE NO SCALE 7815 ~~ "'::--'Ill ~~<t I--!:O 1t)- .- f-.----;:'" j!l- ~ --I----t !"2 -I'f- -+---: :~ .0;:,.. Z-.__ - ~ ~~ -+-3 iG _'.. ~ - -- .\.- -. , T ;r . '" o 6 - #4 CONTINUOUS -- 7815 ---- -- -- 7JlQ9 -- .;r / / H(Ft) I. 2 3 4 5 6 .7 e 9 10 11 12 '13 8 (FT.) 4 4 4 5 7 9 II 13 15 17 12 21 23 3" U " 3" TYP. __m'""",,, A"'''~EI\jG "1'11\ ,~">...-.,lt4 't.~ ~ <,; ~c>\~;.TE9;..1<: $~'"v./\..'~-::>',~. j / ,iI~;~/....A--/I M'r' ~-7 t/'f.:1l 12390 t::ag/ !S \0 v .i!::e - .^...... ...... 0 ~ \'''';'"{''s ..,;.'Ql ~'''')-..:().NA\.- ~..^'?"..~ "'*, ~ .~..... o'(-.~ ~~, OF CO\. ~..~'fi" 'J~'''lJll.l'\\\\\\: .--- ~' ,,-~~~ . -11; jj - _: ;;-"'- I'- _1 .:-:..;:. =f __ -i ,- . .--- ~;;~' -. .;.- -= - 7810 - ._- -- ~ -- 781Q ,'.- ORIGINAL GROUND SURrACE , OR fiNAL GRADE ELEV_ e -- 'I. B !to --I--. '-1- - 2' 2' -~ _?805 .,+ .. +-'- .: t. -- .i,~ ;(~- .' ..-:~;,.~;; , :--, - -- ~-~. JI-; ,,; .' ....... .' ,.,....-_ ,. 6- - .-. ~ ----- l- ~ :::EXTSl f{<r~ ~~ ~ .!'f~t1 APPROVED - NATURE BACKFILL ,*,-,,=,',,:,: . , , " " ,~ "} '-' "'" " "--- , LOWER LIMIT OF SLOPING. " OR BENCHING OF TRENCH , WALLS _ --......--... . .' "'., . . ~ . .~ ~ / ---~~-~------- - BEDDING TRENCH BAf,,KflLl -.:,.:'.. ':: _:.:! ; _.... : -:'.:. TO BE PLACED IN 6 LOOSE . ; .--' ", . - -_ ," - ',. LIFTS ANU FULLY CDMPACTE t..:;.;. ....-...--...:.:; -: -::"" BY HAlm TAMPING fOR - '. - '. .' -. ,.' . . - - , .. ALL SPECIFIED BACKfiLL, <, .::- '..:-, --rn" , J' --:;".,' .'- TO 95% OfNStTY : ~. ". ' . . /. ' MODIFID PROCTEFI . ;_ '. ,.... ._ ,- . , METHOD. -1- ~. ' - - " . - - PIPE BEDDING TO BE ....:,..:-; - _'- - ': SELECT BACFILL . :, '; --:-; . ~ ..... '. ';~ '''''''' ,.. < "~:: ~.: ; " ' z :If N PREFORMED ""4@72" r -- ~- ,- . -t- \- --,.-- - ~- / ,. .,- - . u;> .. . ./. " ".: ":. ..... . . . .' ,'- : -- . z ~i r6"t--OO~6" 00 .. M N. ;~ -a"" CITY OF OURAY, CO . SANITARY SEWER MODIFICATION ::;(, :--C ,~CASCADE CREEK : PLAN 'AND PROFILE DETAILS .' __ 3'--"'-- -- _~STjNG:li ~. ~~~m - .....11. T} ,- E'. -- - - >-- BEDDING TRENCH (VERTICAL WALLS. BRACED DR SHORED IF NECESSARY TO MEET SAFETY REQUIREMENTS) -- ---_. .- SEWER LINE ENCASEMENTS NO ,CAL.l- Desioned by' JSW Drown by' JSW/TGB Checked by' WSL Scale' AS NOTED ' Dote' .JULY. 1985 Project No.' CO-TO-DS --- N~. . ~~,;,,' QN~tR. -." ~RI;;;tE~r.9N IJl:LEEO Mil. If'IJAIN!tiGS \:VfGEf ounr--- 0"" AI liflf.fCpYiJHi II f.lUUlIMII~""n 1">" ,,;;,- . oaJU!eR NOTE' IF SOLID SflEETlNG OR SHORING IS USED, IT SHALL BE CUT OFF AT . TOP OF PIPE AND L EFT IN PLACE. 0_ evlSlon ole By -- TYPICAL TRENCH DETAIL NQ SCALE . ~D~ SiMONS, Ii & AssociATES, iNC. fORT COlliNS, CHEYENNE. dENVER, TUCSON 5-1 .--..--.. f--- .~ 0+00 .. . -. --. . ~ ft' '_ HOO, 0+50 , .