|
<br />"INSERT TWO LI>-YERS OF
<br />( !" EXTERIOR <qRADE
<br />PLYWOOD IN PIPE BELL
<br />
<br />
<br />
<br />~~
<br />
<br />~~I 0
<br />
<br />..----~ LEVEE
<br />
<br />[ liD.7'-{-t.. LEVEE
<br />EXISTIN~ ~ ~-:::::::,....
<br />2.4"VCP~ ~:> ;;...---..... ~
<br />~ ~ ~
<br />~ ~
<br />-- --=!' Ij ~ A
<br />~ . ",' ';,=:~~ '6~::
<br />
<br />'i:-0~'-IS-\D\iI~ 0 '(:!.o'f'<E!' 7532.00 I '" . - ,~2'1- ~~. "---------......
<br />:?"J\'t9. . 2G,' CONCRETE ENCASEMENT . I -........
<br />'\ ~B LF OF 24" Rep (CLASS m) WITH I 8.08' ~
<br />R--4 JOINTS @: 1.0% SLOPE \ ~
<br />EMERGENCY PUMP VAUL, '--24" RCP _FLARED END SECTION
<br />SEE DtTAILS THIS 'SHEET WITH R 4 JOINT
<br />
<br />TREN01 DETAIL WHE.RE E.XISTIN~
<br />(1ROUND IS BELOW ONE FOOT
<br />ABOVE PIPE CROWN
<br />
<br />TRENCH DETAIL WHERE. EXISTING,
<br />~ROUND IS -",BOVE ONE FOOT
<br />I>-BOVE PIPE CROWN
<br />
<br />I L EXISTIN<:i <:iROUND AFTER
<br />REMOVAL OF LEVEE OR
<br />STRIPPINg
<br />
<br />__ --c----
<br />'->- SAND OR SILTY SAND COMPACTED TO
<br />c '35% IN <D INCH THICI<. LAYERS
<br />
<br />[::20'
<br />
<br />-.............
<br />~
<br />------ ~
<br />---
<br />
<br />EXCAVATE CHANNEL
<br />TO RIVER
<br />
<br />8 LF OF 48" R:tJP
<br />(CLI>-SS]I) WITH
<br />SEALANt' JOINT
<br />~ O.5~ SLOPE
<br />
<br />----.......
<br />--
<br />---- --....
<br />--
<br />-. ... ---
<br />I ~, .....' "':J5 ---~---
<br />I I~ -..:::, __ 15"':JO' --J
<br />I I ~~ j--...............
<br />
<br />'t"" ", I~;~'CONCRET~"ENCA~EMENT--'::I ~ ~ /'
<br />
<br />I """~NV
<br />4/ LF OF 48" RCP (CU',SSlI J WITH 8.\7' ~
<br />R-4 JOINTS @ 05% SLOPE \ "
<br />'--48 RCP FLARED END SECTION
<br />EMERGtENCY PUMP VAULT WITH R-4 JOINT
<br />SEE DETAILS THIS SHEET
<br />
<br />~, IZ'1!
<br />I ~ ( 'ji".J
<br />~L TO 12'~VE---'
<br />CROWN OF PIPE
<br />BEFORE EXCA\lATIN~
<br />PIPE TRENCf--\
<br />
<br />/?~) ~ LIMITS OF EXCAVATION
<br />
<br />/if ,,~t\ ......--- 'pIPE BEDDIN~ MATERIAL COMPACTED
<br />,i~ C\ ~~T. TO ~5% IN (" INCH THICK LAYERS OR
<br />,< ' ;I CONCRETE ENCASEMENT WHERE
<br />~\). /j/"", CALLED FOR ON PIPE PROFILES.
<br />'Q.-.,./'ft/ r):Q /- (p
<br />f
<br />
<br />~
<br />
<br />--.......
<br />
<br />PIPE PROFILE - STA 11+50
<br />
<br />PIPE PROFILE - STA 17+63
<br />
<br />Scale: 1"=10'
<br />
<br />Scale: 1"= 10"
<br />
<br />r-~ LEVEE
<br />
<br />~~6SJ~~\ I'
<br />-_l_~
<br />
<br />EXISTIN9 --...., ~ r
<br />24" VCP ~
<br />_~___i 0 '~
<br />I I '- ----
<br />--- .~'O.... -... -.:.-,;.'
<br />.."S"':f2 '),;'0 I 7590. Ga
<br />
<br />,,~~- (
<br />
<br />GG,'
<br />
<br />i....~ ~...
<br />
<br />
<br />-L r---.::::o--..~ 1
<br />
<br />---
<br />
<br />.... J'
<br />PIPE 0.0. +~' MAX.
<br />f?IP,," r\p-+ 1~r-1IN.
<br />
<br />EXCAVATE CHANNEL
<br />
<br />TO RIV~~_
<br />
<br />/
<br />
<br />-----
<br />
<br />NTS
<br />
<br />PIPE TRENCH DETAILS
<br />
<br />s:XCAVATE SURFACE SWALE
<br />@'.. 05% SLOPE
<br />
<br />EX/STINq
<br />~ROUND---..... ___---
<br />.~--
<br />-
<br />-~ ----~
<br />
<br />INSERT 2 LAYER50>= J ~5211
<br />I" EXTeRIOR GRADE PLYWOOD _____
<br />
<br />~=r- --?z-30 \- , - - .-, '~2.'I~~
<br />I" 00 , ..27' C.ONCRETE ENCI>-SEMENT. ~
<br />::e LF OF ~G," Rep tlJ I
<br />(CLASS ill) WITH 4(" LF OF ?:i?i' RCP (CLASS ill) WITH R-4 JOINTS B.Oe;
<br />SEALANT JOINT @ 0.4'70 SLOPE I \
<br />@ 04/,0 SLOPE '---~<D' RCP FLARED END
<br />EMERqENCY PUMP VAULT
<br />SEE DETAILS THIS SHEET SECTION WITH R-4 JOINT
<br />
<br />-2'r-
<br />
<br />"""~
<br />
<br />~
<br />
<br />~I' CONCRETE E.NCASEMENT
<br />
<br />~~ LF OF 2.4" RCP (CLASS 1l1) WITH R-4 JOINTS ~ 0.270 SLOPE
<br />
<br />6.06'
<br />~24" RCP FLARED END SECTION
<br />WITH R-4 JOINT
<br />
<br />I
<br />
<br />EMER<:iENCY PUMP VAULT
<br />SEE DETAILS THIS SHEET
<br />
<br />PIPE PROFILE - ST A 23+2 'w
<br />
<br />~-~
<br />/5' I
<br />
<br />~ LEVEE
<br />
<br />Scale: 1"= 10'
<br />
<br />,-
<br />
<br />IX !jiPIPE TO RIVER
<br />
<br />
<br />'--..; CUT PI PE PARALLEL
<br />_L. WITH WALL
<br />I . L/_-'
<br />i
<br />
<br />_ilk LEVEE
<br />
<br />
<br />I
<br />
<br />---2~ ~
<br />~
<br />
<br />2.7'
<br />
<br />/,,/"'-- ~i~ s~gT OF
<br />/ SHOWN
<br />./
<br />/
<br />--
<br />
<br />~~ EXISTIN~ qR~ND
<br />
<br />175:>05.9-
<br />
<br />NOTE: SEE EMERqENCY
<br />PUMP VAULT DATA TABLE
<br />THIS SHEET FOR IX AND J.
<br />
<br />\
<br />\
<br />\
<br />
<br />753
<br />~
<br />.~o
<br />. -. . 7.
<br />:S::~8
<br />So
<br />EMERqENC'f PUMP VAULT
<br />SEE DETAILS THIS SHE.ET
<br />
<br />IN PIPE BELL-
<br />
<br />/
<br />
<br />I Liz
<br />~
<br />,--
<br />
<br />CUT PIPE PARALLEL
<br />WITH WALL
<br />
<br />WflERE qATE IS NOT PROVIDED !..lITH STEM LOCKIN~
<br />MECHANISM, CONTRACTOR SHALL PROVIDE AND
<br />INSTALL '?J/32"'f WELDED STEEL C.HAIN. CHAIN TO
<br />BE CASE-HI>-RDENED AND ZINC PLATE.D. LEN<:iTH
<br />A5 REQUIRED. ~
<br />LOCK PROVIDE.D
<br />B'f OTHERS .
<br />WELD TWO LINKS TO ~ATE
<br />_ ,--, ,,\ FRAME AND PAINT WITH
<br />?. \ Z.INC RICH PAINT
<br />~
<br />
<br />Scale: 1"= 10'
<br />
<br />PIPE PROFILE - ST A 48+60
<br />
<br />, ,
<br />
<br />IX \~'
<br />
<br />\
<br />
<br />EMERGENCY PUMP V AUL T
<br />PROFILE - ST A 31 +00
<br />
<br />~ OF EMER~ENCY _
<br />PUMP VAULT ---
<br />
<br />~ PIPE FROM LAND
<br />
<br />Scale: 1" = 1 0'
<br />
<br />PIPE INSTALLATION DETAIL
<br />
<br /><>
<br />
<br />Scale: 1/4"= 1'-0"
<br />
<br />SEE PIPE INSTALLI>-TION
<br />DETAIL THIS SHEET~ I
<br />
<br />WATER CONTROL ~ATE- I
<br />SEE DAn, TAbLE FOR I
<br />MODEL AND DIMENSIONS ;--
<br />AS MANUFACTURED BY I I
<br />WATERMAN INDUSTRIES, LL_~
<br />INC. OR EQU1\IALENT __
<br />
<br />^
<br />v--
<br />
<br />^
<br />v
<br />
<br />EMERGENCY PUMP VAULT DATA TABLE
<br />
<br />^
<br />
<br />NTS
<br />
<br />I
<br />I
<br />St--
<br />-r-
<br />I I
<br />_ _1.J
<br />T
<br />
<br />-
<br />
<br />~",?)', 1/4" L WITH
<br />qALVANllED FINISH
<br />GRATING (WITH BANDING)
<br />a (WITH BANDING)
<br />
<br />PUMP
<br />VAULT
<br />DIMENSIONS
<br />
<br />d h. 1 ex
<br />48" 5.7' (;,.0' 00
<br />
<br />Model
<br />S- 30001' - Y
<br />
<br />-C\
<br />V
<br />
<br />PUMP
<br />VAULT
<br />STATION
<br />
<br />1/4' o:p x ?:J' HEADED
<br />ANCHOR @ 12" O.c.
<br />SPACIN~
<br />
<br />~
<br />
<br />2
<br />
<br />I
<br />
<br />~
<br />
<br />~
<br />\
<br />"
<br />
<br />II +50
<br />
<br />.
<br />
<br />2' -2.7/8" x a ~AR qRATINg
<br />(WITH BANDING)-
<br />2'-0.1/2." x a BAR qRATJN~
<br />(WITH BANDIN~)
<br />
<br />A
<br />~
<br />
<br />____ WATE.R CONTROL qATE- SEE PLAN
<br />______ VIEW AND Di'\TA TABLE TillS SHEET
<br />
<br />C ,-t...
<br />
<br />i
<br />~b
<br />I-
<br />
<br />A.\
<br />
<br />T
<br />
<br />hg
<br />
<br />T
<br />
<br />hg
<br />
<br />~~ATER CONTROL CtATE-
<br />SE.E PLAN VIEW AND
<br />DATA TABLE THIS SHEET
<br />
<br />~ =
<br />
<br />~ BAR t:jRATIN~t 5EE PLAN VIEW
<br />1 -"'NO DATA TA LE THIS SHEET 1
<br />
<br />17 +G,?:>
<br />
<br />2.4" 5.'3' 4.0' 520 C-2.01'
<br />24" 6.72' 4.0' 200 C - 2.0 l'
<br />
<br />'\
<br />
<br />~?
<br />'f
<br />-2-1/2'" 1/4" BEARIN~ BAR ~RATINq,
<br />TYPE HD\-E-250, WELDED STEEL,
<br />PLAIN SURFACE, WITH 2" x 1/4" BANDINg
<br />ON ALL ED~ES, GALVANI2ED FINISH,
<br />AS MANUFACTURED BY IK~
<br />INDUSTRIES OR EQUIVALENT
<br />
<br />'lt5 OVER PIPE
<br />
<br />'lf5 CJ I>-ROUND
<br />PIPE ...............
<br />
<br />f
<br />< 1,
<br />
<br />'N
<br />~ 1
<br />
<br />I
<br />
<br />23+21
<br />
<br />\ BEARING, / ~
<br />BARS '(
<br />a ----<
<br />2-
<br />
<br />-'IF"1s @ 12"~
<br />4" CLR. "1'.0"
<br />
<br />, ,
<br />
<br />31 +00
<br />
<br />- ~5' 4_0' -
<br />
<br />"
<br />
<br />I-f-
<br />f-
<br />
<br />-e; _ANCHOR BOLTS AS
<br />________ RECOMMENDED BY
<br />" / ~ATE MANUFACTURER
<br />/ hv
<br />rl=-12"
<br />--1-
<br />~J~
<br />
<br />,.,~~{~[\-,.W;7 DRAWN CAR
<br />.."f.).~~\.
<br />~fil j' ~ CHECKED JHK
<br />. MSD
<br />r V'J:;..- ~ ~.' SCALE
<br />........ ...":.,.... N
<br />...-,f~~...~~".. AS SHOW
<br />~.\.' DUE
<br />JUL V, 1986
<br />
<br />MULLER ENGINEERLI\lG COMPA1\"y, INC.
<br />CONSULtING E.NG!NE::RS
<br />7000 WEST FOURTEEJ'o.'TH AVENUE
<br />LAKEWOOD. COlORADO 80215
<br />(303) 232-9340
<br />
<br />48+<&'0 3~" 4.5' 5_0 00
<br />
<br />C - 20 f
<br />
<br />6"
<br />
<br />STEPS~X.
<br />\L:;q
<br />
<br />(/
<br />(
<br />
<br />-
<br />
<br />@
<br />.-----
<br />
<br />'1'4'5 @ 12"
<br />
<br />4" CLR.
<br />
<br />6"
<br />
<br />T
<br />--+
<br />I st ....
<br />i
<br />
<br />I:
<br />+
<br />I
<br />!
<br />
<br />-- --
<br />
<br />.A
<br />
<br />L
<br />
<br />1/ /' ..-:):'':
<br />I 0\
<br />K~) 1
<br />
<br />'\ I
<br />
<br />,
<br />L-.J -'-I+-
<br />2
<br />
<br />DESIGNED
<br />
<br />-N
<br />-'
<br />
<br />1'0'
<br />
<br />--1 ~.,
<br />BEND REINFORCEMENT
<br />AROUND UNDER DRAIN PIPE
<br />'ltSS @. 12."
<br />
<br />"'55 @ 12.' UNDER PIPES
<br />
<br />'*"5 0 AROUND WALL OPE.NIN~
<br />
<br />BITUMASTIC OR EQUI\lALENT TO SEAL
<br />9ATE FRAME TO HEADWALL
<br />
<br />CUT "!;"x:; x 1/4" L @ 450
<br />ANqLE AT CORNERS
<br />DO NOT WELD L
<br />CORNERS TO(1ETHER
<br />
<br />1-1/2." x ~'i/2' KE.YWAY
<br />
<br />10'
<br />
<br />"!;"CLR.
<br />
<br />1-1/2." x 7:>-1/2." I<.EYW-"'YS
<br />
<br />PLAN VIEW - EMERGENCY PUMP VAULT
<br />
<br />#55 @. 12."
<br />
<br />Scale: 1/2"= 1'-0"
<br />
<br />NOTES
<br />~ PIPE PROi="ILES THIS SHEET FOR ELEVATIONS MARKED W.
<br />2.. SEE UNDERDRAIN PROi=ILES SHEET g FOR ELEVATiONS MARKED W.
<br />3. SEE EnEI<IC;ENC<-t, PUMP VAULT DATA TABLE. FOR TVPICAL DIMEN<;:,IONS
<br />AND WATER CONTROL CAIE. DATA.
<br />
<br />SECTION B-B
<br />
<br />SECTION A-A
<br />
<br />Scale: 1/2" = 1 '-0"
<br />
<br />Scale: 1/2. = 1 '-0.
<br />
<br />3564
<br />
<br />( TOP OF LEVEE
<br />
<br />1--- LEVEE FILL
<br />
<br />;t/ole: 1" Leyee SI1/tffc/,t I. 10 O't:comoq'oJf!
<br />L'clot:Q~u' ;Ot/mr'ruedl
<br />
<br />?,-.'b
<br />
<br />............... .....-i.... "'-~ ')<:,"JO'
<br />............. ~
<br />
<br />f6'C~'(,~S
<br />
<br />/
<br />:x:J7
<br />
<br />WATER CONTROL GATE
<br />
<br />BAR GRATING
<br />.DIMENSIONS
<br />(W/BANDING)
<br />a b c
<br />G,'-4" 5'-0' 1'-4"
<br />
<br />Size Options
<br />48" STAINLESS STEEL
<br />STEM i BRONZE SEATS
<br />
<br />hg
<br />MIN.
<br />
<br />24"
<br />
<br />7' 4'-4' 2'-'3" 12'
<br />10' 4'-4" 2'-'3' /2"
<br />
<br />24"
<br />
<br />BRONZE SEATS
<br />BRONZE SEATS
<br />
<br />4'-4"
<br />
<br />o
<br />
<br />o
<br />
<br />3~"
<br />
<br />MIN. 5'-4" ?)-'?)" 1'-4"
<br />
<br />BRONZE SEATS
<br />
<br />RIO GRANDE LEVEE SYSTEM - PHASE I
<br />FINAL DESIGN
<br />STORM SEWER PROFILES
<br />. AND EMERGENCY
<br />PUMP VAULT DETAILS
<br />
<br />PROJECT NO.
<br />
<br />CITY OF ALAMOSA
<br />
<br />8601
<br />
<br />DRAWING NO.
<br />
<br />ALAMOSA COUNTY
<br />
<br />SHEET 8 OF 1 0
<br />
|