|
<br />~~ri~~J\:~t:::~~
<br />
<br />Change Order No. 2
<br />~OJ I ila,IID'
<br />~ ~
<br />Existing 6 x 6 x -r (O:o.rz::- I
<br />vcult left in~ce ~ I
<br />~- -
<br />__~ RCI'lB','C I\D,l?Jlcl,lo.,l'~ V
<br />F--- MANHOLE No. 7-753903- \ I
<br />1=== --====---:= I
<br />
<br />EXISTING ,,'7~= ,L'=:/;' \ \i ~ I :-: 1~5
<br />SQUARE Box ~\
<br />~i-\0
<br />. ~",\("y, ,0 ~O<f'
<br />~~_'(..' O~y-l),
<br />?<i'-O o\'JG.Y- 14 LF OF 42'~ Rep
<br />(C.LI>6S III) WITH
<br />SEAL!>-NT JOINT ~ 0.5% -
<br />
<br />PIPE PROFILE - STA 27+54
<br />
<br />2'?J.00'
<br />
<br />T
<br />1/
<br />
<br />"~c;;. LEVEE
<br />:
<br />
<br />I
<br />
<br />~
<br />
<br />..........~
<br />~
<br />
<br />I 25' CONCRETE ENCASE.JIlENT -- 1-1'
<br />SEE DETAIL THIS 5f\EET
<br />4~ LF OF 42."~ RCP (CLASS .m.J
<br />WITH R-4 JOINTS @ 0.5%
<br />
<br />EMER~ENC,( PUMP VAULT-
<br />SEE DETI>IILS THIS SHEET
<br />
<br />1 "=1 0'
<br />
<br />STORM SEWER LAYOUT TABLE
<br />
<br />STRUCTURE COORDINA TES
<br />
<br />EMER. PUMP VAULT N G>'b70. '08
<br />E 1'O~70. O~
<br />N ~072.. 00
<br />E 1'01052.. 00
<br />
<br />BEARING
<br />
<br />DIST ANCE, FT.
<br />
<br />N 840 52' 58" W
<br />
<br />18.1~
<br />
<br />MH 'II- 7
<br />
<br />Change Order No, 2
<br />
<br />~~:~l ~~jl~:~~,~g"ILR
<br />lXIQDT;"P "ROPND O.T"Ib..~
<br />1X1"."IWOL5: ~
<br />"\ ~ /FI~AL~RADE
<br />~ OPENINGj ~ ~...../ ~'l ,,,
<br />STEP~ OUT~OF E\./.. P ST CD' ~ ECCE rr
<br />~END IN P NE 1'- FLAT
<br />PS AS REQUI ___ ~ ~ '\... / ~PRE CD' ~ EL
<br />- -.--' V ' ~ONS AS REQUI
<br />
<br />< r i / "'N T <>
<br />
<br />
<br />42"4 RCpJ / " ""-42" 1 Rep
<br />
<br />"'-CAST IN PLI>ICE REINFORCED
<br />CONCRETE SLAB Bt>SE AS
<br />SHOWN IN STJ:>-NDI>IRD DETI>IILS
<br />
<br />_1...-.1 _. a......_.........._._---....
<br />I I II.I 1.1
<br />
<br />NO SCALE
<br />
<br />TRENCH DETJ:>-IL UNDER
<br />IMPROVED LEVEE
<br />
<br />TRENCH DETAIL UNDER
<br />E,XISTINq (jROUND
<br />
<br />TOP OF
<br />LEVEE---------...
<br />
<br />\
<br />
<br />IEX\STIN~
<br />~_qROUND
<br />
<br />I~': III ~g==-STRiP J:>-ND REPLACE
<br />I reo =I~:::III~ TOPSOIL
<br />
<br />12." MIN. ~ / SILTY SAND COMPI>ICTED
<br />LEVEE REMOVAL ELEVATION LJ:>-P--, f-rfO ~5%) "MINIMUM
<br />SEE PROFILE SHEETS 2. &. :b,,\ ' .1 DEPTH
<br />, SHORE OR BAACE TRENCH
<br />I AS NECESSARY FOR SAFETY
<br />J:>-ND TO CLEAR SURFACE
<br />D.Q .00 o.9i~~oob' / OBSTRUC.TIONS
<br />o oO.~ .(1 -"0
<br />F'\...J'.5TIC. "'.0 ::g"t%ff\:i:
<br />FILTER ./ .....
<br />C. LOTH -------
<br />
<br />I V _UNDERDRJ:>-IN BEDDINq MJ:>-TERIAL
<br />
<br />
<br />q?':ox!;~I~~1 _:~:::~:~:~T~~D
<br />
<br />~~(jg~gS:o: ~:':ll~f::!~g..
<br />TRENCH BOXE5 OR SHEETINGj~;~.~:l.~f.;.:~(F
<br />SHALL NOT EXTEND BELOW
<br />THIS LINE
<br />
<br />'---LEVEE FILL~
<br />
<br />'--8'jlf _
<br />
<br />
<br />/~~
<br />
<br />'"6/8" if> HOLES AT &' )
<br />CENTERS IN 2. ROWS.
<br />DRILL NO HOLES WITHIN
<br />G," OF BELL OR SPligOT
<br />ENDS.
<br />
<br />s:..BOTTOM
<br />OF PI PE
<br />
<br />8"<1 PERFORJ:>-TED
<br />pvc. PIPE
<br />
<br />v
<br />rA-/ "
<br />v ~ ('>
<br />"-
<br />1--2.'-0" ~ ,
<br />
<br />UNDERDRAIN PIPE
<br />PERFORATION DETAIL
<br />
<br />INVERT OF UNDERDRJ:>-IN
<br />SEE PROFILE THIS SHEET
<br />
<br />3"=1'-0"
<br />
<br />UNDERDRAIN TRENCH DETAIL
<br />
<br />3/4" =1 '_0"
<br />
<br />r~......."""" 1G?\~
<br />, .......~~
<br />
<br />~
<br />
<br />8.08 .'q ~
<br />~
<br />L CONCRETE END SECTION
<br />FOR 42'? RCP
<br />
<br />I'-CD" - ---j
<br />
<br />,
<br />r
<br />
<br />)'. G,"
<br />
<br />,
<br />l I
<br />
<br />,i" A~
<br />
<br />CDOH C.L.t>.SS B FILTER
<br />MATERIAL COMPJ:>-CTED
<br />TO ~570 IN G INCH
<br />THICI<. LA'1'ER5.
<br />
<br />,1_(011
<br />
<br />PIPE BEDDING DETAIL
<br />
<br />1/4"=1'-0"
<br />USE FOR I>ILL PI PE. LENqTH EXCEPT
<br />LENqTH TO BE CONCRETE ENCASED
<br />
<br />CONSTRUCT EMBP.NKMENT TO PIPE
<br />CENTERLlNEtTHEN EXCI>IVI>ITE AND
<br />PLACE PIPE J\ND ENCJ>.SEI'lENT
<br />
<br />CD" -
<br />
<br />
<br />B,."C? I I
<br />A'2- ./
<br />
<br />I~ '7
<br />I
<br />
<br />GJ
<br />
<br />I
<br />J
<br />
<br />NON REINFORCED CONCRETE
<br />ENCASEMENT, DO NOT FORM
<br />OR SMOOTH ENCASEMENT
<br />
<br />CD"
<br />
<br />PIPE ENCASEMENT DETAIL
<br />
<br />1/4 "=1'-0"
<br />
<br />'"
<br />I'-
<br />,...;
<br />~ CD" TRJ>.NSITE PIPE FROM COLE
<br />~ PARK MAY BE TIED INTO MANHOLE.
<br />FURTHER INSTRUCTIONS WILL BE
<br />uJ: ~IVEN WHEN PIPE 15 EXPOSED.
<br />1T' REMOVE REMAINDER OF PIPE
<br />TOWI>IRD RIVER. \
<br />i$--i
<br />:r:W
<br />~f
<br />EO::
<br />
<br />/~
<br />
<br />~J
<br />
<br />C\!~ ~
<br />'#' '$,
<br />W I'-
<br />...J '
<br />O...l
<br />:r:W
<br />~~
<br />:>:0::
<br />
<br />---
<br />
<br />--
<br />
<br />~
<br />'<8
<br />
<br />1';;!:lA-,S1
<br />
<br />~.3..,--=- .~A.\~ ~3<l ~
<br />~&-- ~
<br />
<br />:!>55 LF OF 5' P'JC
<br />@ 0.2'%
<br />
<br />2.2.1 LF OF B" PVC
<br />@ 0.2"/0
<br />
<br />~BI
<br /><>-~
<br />---- --.::::I:",,:;
<br />
<br />"~
<br />
<br />< I 'b
<br />,>9~ I
<br />.::~ ~,I
<br />f-----I~~
<br />
<br />- '"
<br />
<br />I
<br />-+-
<br />I I I
<br />
<br />I
<br />
<br />i'--CUT 42."~ RCP,)I r I
<br />FLUSH WITH -+--j-----
<br />INSIDE: OF I I >
<br />WALL I I <
<br />
<br />-- ~~L1] I I
<br />~. ~J1\fJE I I
<br />~ I I A <>
<br />L -t~ t--~---
<br />---'
<br />
<br />.::~
<br />
<br />\
<br />
<br />i \ \
<br />
<br />~
<br />
<br />EMERGENCY PUMP VAULT PLAN
<br />
<br />B~
<br />
<br />1/2"=1'-0"
<br />
<br />4~'<,l C-2.QF WATER CONTROL ~I>.TE
<br />WITH BRONZ.E 5EJ>-T5 AS M!>-NUFACTLJRED
<br />BY WJ:>-TERMAN INDUSTRIES, OR
<br />APPROVED EQUJ:>-L
<br />
<br />8"--r-r-4'-o"
<br />~-
<br />~
<br />
<br />~5HOOP---............
<br />
<br />- --- ~.
<br />I
<br />I
<br />
<br />< (
<br />~>-42.' ; RCP
<br />:~
<br /><> -i
<br />
<br />----
<br />
<br />2.' -----i f-o
<br />
<br />,o'tl
<br />
<br />-..-4 @12"
<br />
<br />-~
<br />- ,
<br />\.3
<br />
<br />=0
<br />I
<br />-r-
<br />
<br />
<br />1
<br />, ,,~..;;d~
<br />2-0r ~fi
<br />
<br />C.UT I>INGLES I>IT 450
<br />I>IT CORNERS
<br />
<br />-
<br />
<br />-
<br />
<br />0\
<br />",,?>\).~
<br />I' 4" -.! ~~
<br />T - ~
<br />.......J
<br />/"
<br />
<br />t 1 ----
<br />~ "" t-'!IS HOOPS < >
<br />
<br />~I I
<br />I I
<br />J~L:
<br />
<br />I
<br />
<br />42'<1 Rep
<br />
<br /><>
<br />
<br />--
<br />
<br />...... \.. I
<br />~*5@12"
<br />
<br />1/2"=1'-0"
<br />
<br />EXISTIN(j
<br />~ROUND
<br />
<br />----
<br />
<br />SECTION A-A
<br />
<br />f
<br />
<br />'l\J
<br />,
<br />L1
<br />t
<br />
<br />\JJ~~
<br />'IF :ri
<br />uJ I'-
<br />.J.
<br />O...l
<br />:r:W
<br />Z:>:
<br /><(-
<br />:>:0:: //
<br />~
<br />
<br />-------
<br />
<br />~i ~
<br />IF '$,
<br />uJ I'-
<br />.J'
<br />0...3
<br />:rW
<br />Z:E
<br /><(-
<br />:EO::
<br />
<br />1~~
<br />
<br />400 LF OF 8 pvc
<br />@ 0.2"/0
<br />
<br />3581
<br />
<br />2'1/2" >< 1/4' BEJ\RINq BI>IR qAATING TYPE
<br />HD I - E -2.50 WELDED STEEL Pl....1N SURFJ:>-CE
<br />WITH 2."~ 1/4' ~ND BANDINGj, ~ALVANI2ED AFTER
<br />FABRICI>ITION, J:>-S MP-NUFJ:>-CTLlRED BY I KGt
<br />INDUSTR.IES, OR APPROVED EQUAL
<br />
<br />r-2'-d' --H---2'-2'~/8" I
<br />
<br />K/
<br />
<br />~:!>"
<br />
<br />r<1~ ~
<br />1f' '"
<br />uJ I'-
<br />.J'
<br />0.J
<br />:r:W
<br />~~
<br />:EO::
<br />
<br />FINAL
<br />~RADE\
<br />
<br />--
<br />--
<br />
<br />IT
<br />-!Q.
<br />r<1
<br />t\I
<br />I
<br />
<br />--
<br />'r 'Q
<br />
<br />
<br />~ lj't ~
<br />II~.
<br />II I11II1 <:3"
<br />I I
<br />BEARINq BJ:>-RS
<br />
<br />PLAN OF GRATING FOR
<br />EMERGENCY PUMP VAULT
<br />
<br />/
<br />-11
<br />TT
<br />I
<br />
<br />1/2" =1'-0"
<br />
<br />L ~ >< ~ "1/4 WITH ~/8""~' HEJ:>-DED
<br />I>INCHOR5 @. 12." SP,t>,CIN~
<br />~I>ILVANIZ.ED AFTER Ft>.BRICATION,
<br />
<br />~
<br />
<br />8'n-
<br />T
<br />
<br />51_CDIl
<br />
<br />t v
<br />
<br />J-<~
<br />\--- )
<br />
<br />--
<br />-
<br />
<br />i-f-.::,..
<br />~
<br />
<br />'ll'4@ 12"
<br />
<br />~.
<br />.... .
<br />1l '\9
<br />~ '\,. I
<br /> I .~'(-,(,,<? t I -\9
<br /> p.Z: Jo; J =~
<br /> \ 2',." "9 -~ "oj
<br /> .'
<br /> ~ ~ '1 ~
<br />I n. . I -10"
<br />.,~
<br /> ~*5 @ 12"
<br /> SECTION B-B
<br /> 1/2"=1'-0"
<br />
<br />~
<br />:::>
<br />~
<br />a.
<br />:E
<br />:::>
<br />a.
<br />
<br />\9~ ~
<br />11= '$,
<br />I'-
<br />W
<br />.J'
<br />0.J
<br />:r:W
<br />Z:E
<br /><(-
<br />:>:Cl
<br />
<br />:>-
<br />(j
<br />Z
<br />W
<br />~ 0\
<br />--~ ~ ~
<br />\w~
<br />\ ,-J
<br />\
<br />1G~'zS'-------- ~
<br />
<br />.....-
<br />
<br />~
<br />
<br />~~
<br />
<br />25G> LF OF 8' PVC
<br />@ 0.2"/0
<br />
<br />1" = 1 00' H.
<br />
<br />UNDERDRAIN PROFILE
<br />
<br />UNDERDRAIN LAYOUT TABLE
<br />
<br />STRUCTURE CENTERLINE OF STRUCTURE COORDINATES
<br /> STATION OFFSET
<br />MH * I 42+G>'O II'LEFT N 7880. 8<0
<br /> E 1'0(;,710. ~O
<br />MH 1t 2 'O'?J+04 II'LEFT N 7522, '32
<br /> E 1'OG,48.G,4
<br />MH '*"3 'OG.+80 II' LEFT N 72'38.84
<br /> E 13G.'04. 74
<br />MH ~4 32 +7G. II' LEFT N G>8~4.~8
<br /> EI'O~24.0G,
<br />MH ~5 '00+ 17 14' LEFT N GID'04. 55
<br /> E I'OG20. 77
<br />EMER. PUMP VAULT 27+54 2.'?i L~FT N G>?::.70.08
<br /> E l'OID70.0'?J
<br />MH "* 10 25 +" I1'LEFT N GI G.2. . G.8
<br /> E 1'0804.0<0
<br /> .
<br />
<br />BEARING DISTANCE, FT
<br />
<br />S 40 25' 013' W
<br />S '00 '02' 57" W
<br />S 10 00' 52" W
<br />S 00 43' 27" W
<br />S 100 '04' ~:)' E
<br />S ~20 4~' 22" E
<br />
<br />'O5~.OO
<br />2.2.4.52
<br />404.00
<br />2.G>0.45
<br />2G8.74
<br />247.15
<br />t .
<br />
<br />1n=10'V.
<br />
<br />REVISIONS
<br />NO. DATE BY CHK'D. DESCRIPTION
<br />
<br />MULLER ENGINEERING COMPANY, INC.
<br />
<br />CONSULTING ENGINEERS
<br />7000 WEST FOURTEENTH AVENUE
<br />LAKEWOOD. COWRADO 60215
<br />(303) 232-9340
<br />
<br />2G4 LF OF 8" PVC
<br />@ 0.2. "/0
<br />
<br />242. LF OF 8' PVC
<br />@ 0.72."To
<br />
<br />I. ALL PVC SHALL BE PERFOR.t>.TED I>ISTM D'OO'04, SDR '05-
<br />SEE PERFORI>ITION DETI>IIL THIS SHEET.
<br />Z. ALL UNDERDRJ>.IN MANHOLES SHI>ILL BE 4' 9S CONCRETE SLA.B
<br />BJ>..SE MANHOLES. SEE STANDARD DErl>lILS.
<br />
<br />.........
<br />..{~~.~.~.f ~ I'/,..
<br />,',,11 .,~\. S. btJ...'<",p"
<br />/(~~J~~l,~~~
<br />,.-:,tl i< I.~'
<br />Wi.. .... S.'
<br />vV ~ ,f,f ........ ~~,
<br />".'o.".A.l.\'"
<br />
<br />RIO GRANDE LEVEE IMPROVEMENTS
<br />FINAL DESIGN - PHASE IT
<br />
<br />STORM SEWER,
<br />EMERGENCY PUMP VAULT
<br />AND UNDERDRAIN DETAILS
<br />
<br />CITY OF ALAMOSA
<br />
<br />316 Hunt Avenue
<br />Alamosa, Colorado 81101
<br />
<br />DESIGNED
<br />MSD
<br />ORAWN JHK
<br />CHECKED M S 0
<br />SCALE AS SHOWN
<br />
<br />PRDJ. NO. 8705/855
<br />SHEET 6 OF 6
<br />
<br />DATE
<br />JUNE, 1987
<br />
<br />OWG. NO.
<br />
|