HomeMy WebLinkAboutW_5038_SEAST
BLUFF
ROAD
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CITY OF NEW PORT BEACH
PUBLIC WORKS DEPARTMENT
18 11 WATER TRANSMISSION MAIN
IN JAMBOREE ROAD
CONTRACT
C'>
NEW BRIDGE UNDER \ 0
CONSTRUCTION---~_".
/8 11 TRt,J, MISSION~~-, .. __
---~-
C IT Y OF NEWPORT
KEY MAP
NO SCALE
NO.
BEACH
1019
I I I
',
Costa
Mesa
', ~ ~ ---• -~,.
Jamboree Road
/811Transmission
Main
\ -s,..--=-ii';_·:c-:o _,:. ~~ ~{~~-Corona
de/ Mar
Newport Beach
SHEET
Balbo
·-~ '
I 2 Miles
VICINITY MAP
LlST OF DRAWINGS
TIT LE
VICINJ-y MAP. LIST OF DRAWINGS
AND KEY MAP
2 PLAN AND PROFILE
STA. -0+09 TO STA. 21+00
3 PLAN AND PROFILE
STA. 21+00 TO STA. 30+78.90
AND MISCELLANEOUS DETAILS
IJ MTSCF LLANEOUS DETAILS
5 MISCELLANEOUS DETAILS
REV!ScD PIP.e SUPPORTS AP,Pl<.OVED.
~ ,:;3.)Z,..e., 6-1-,-;,-;
CITY E;.JatNEE.e.
APPROVED;
~, ,,✓-:2JU,, I ,,.,,,,,.,,., _:
ASs.P6BLIC WORi<S DIRECTOR
SHEET I OF 5 SHEETS
W-.5038 -s
0
Ul :J:
:--1
dO
--30
20
/0 \
__ 30
'20
/0
SCALE: SUBrlTTED __
DESIGNED NAV£DA ;i.,,1Jeu~,_,_P ,.:,C::oe/J,, 13888 c/lG!GG
, PROJECTfENGINEER RE NO DATE
1--1-----t--1-----------------l /-l0RIZ. /'~40 DRAw'·N___:N~A~V'....'.E::c.':::D-:..:A<___-t-;;~-;;-;:-;:;-;:7.":':~-------· _. _. -----1
R~DED
LI o;.:_c __ ___, JAMESififuNT~ciMtRv-" ,.t-'..,~
REV DATE BY DESCRIPTION
/;\ i'2;'}'~ .d-12eV-?AoDED NO Tes ,;1-b/?ID6c
l--l---f--1-----------------IVERT. /"-81
' -• CHECKED 5677
R. E. 1! 0.
2/IG/GG
DATE
CONSULTING ENGINEERS, INC. , -
---
=-ipi
JAMES M. MONTGOMERY
C ONSU LTI NG EI~GINEERS,
535 E. WALNUT STREET • PASADEN.\ CALIFORNIA
681-5619 _ '-1128
PASADENA COSTA MESA SAN DIE 0 ----
INC.
' ~
17
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1---.
~
C'i
C)
"--I"-.
'--
;::
(/)
--------------------------------------------1
I
1,8" PIPE
5 00050
I
18
'-~-·,------
' -1' : --~11----------------------t
.I. I , S=fO. 0030
/0
40 NOTE:
30
20
/0
30
20
/0
WEI D ALL JOINTS
FROM 5TA.-Or0e> TO ST/i:01-.lt
// II 7/:e?S If II 9/?S
II R ///4!5 Ii # /~/30
II II !8/'!i'7 II II ·20/27
--eXCeP7 47 rL.4NGc o;z
COUPLING CONNec710N:::3
BENCH MARK ' I
3/4 I/ RE/i✓F. ROD 7 7 'RT.
STA. 71-5OfJdMB0REE
ROAD-1858
DATU/!✓ £i._ !5.'c'G3 \
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S£CT!ON C-C
23 8l?/lJ6c, 5{.Jf;)POI? TS' l?c •
C/1..llf:..'ED
4TT4C)/ 70 c)(/518DL7s
Or L'--,!_'IDGE DEC"/(/A/G.
p R 0
27
F I L
!-IORIZ. /11 :40'
VER. T, / 11 : 8'
28
E
PL.4N
NO SC4Le
;;ol_-;!: ;1/~I/
\ CONC. /VING ~ --
/IV4t.L. S
-2 f:J/lc C:417 :::3UPPOl?7:S
l?eQUI/ZeD ~ -DENO/Le:: 8t?I0Gc. 4.'i L'oUl!..7 /.J!McN5/0N.
P/Pcll1Vc: .dt./ciNA/!cAI/ l?.i~:///31':D £1C/ZOS'5
DET4/L Or P/Pc
REV DATE BY DESCRIPTION -/1/ \ ?l-2%; .;;,,,--oeLE.TeO 8RI06e "'uP,Vv/.!1 vcz,. E4PD Y. 4~ F.j//1. { P10JDG!:: DIM. ,?'V Pli f:f::L1POE;: [
DESIGNED NAVEDA
DRAW" NAV.t=DA l---j---t---1---------------lAS NOTED
' j
SCALE:
CHECKEn {_ /0k't!.
SUBMITTED
10" 2..1-..,;,,., e / ;r.S:-1l-,,
PROJECif ENGINEER
Rze~::.L--•••4--<-~-
JAMES ·M. MONTGOMERY
CONSULTING ENGINEERS, INC.
13888 c/lC,/GG
R.E. NO. DATE
5677 _gj_'€/66
~R-~E.~N o~.-DA r E
J Al\fES M. MONTGOMERY
CONSULTING ENGINEEF'S, INC.
PASADENA
535 E. WALNUT STREET • PASADENA, CALIFORNIA
681-5619 79J.7118
COSTA MESA SAN DIEGO lASVEGAS ¼~
/S.Z4:?.~P!PE SUPPORT
~--!l4Nx411HOLD DOWN
5Ti<AP
!/4' 5HELL
3/411 MORTAR LINING
APPROVED vJ,? /2,IJ_./~
ASST. PUBLIC WORKSDIRECTOR
30
20
~
o·
p ---. •
\
NOTe:
CON7/1AC;-ol.? ;-Oc)<'POSc ,E)<'/5;-. P/Pc-.,!j
Yc:12/PV LOCA;/ON AND DE-P;I-/
P/l/0,? TO r.46/2/C,4 TION OF P/Pc
30/G5-2' AIR VAC 6 AIR
REL. VAL VE ,45-S'Y'. 5€::E
DE.T, SHT S
-. ,
--
I -
---
Cl '-
~,:i.
~ ~1;f· ""~ -"-.'\) -\I) ) ~~ -. I
' ' --\ -•• :.,
11
I
" ' I
DE:TAIL OF P/2EC'4S7 VL1lVE "M.f/.
5CA LE l/'211 = JI-0 11
Pil0/1/Dc /211 D/,4.X{:'¢1/ Dcl:.P
D(2,ll/N S'UMPN/ CJ. Gl?4fc.rli.i.
J,1// Gl,.'4 Vet.. s, OPc rt. 001? 70 SUtldP.
5ECTION D-D
1 SCALE !/e" = l'·O'
CITY OF NEWPORT BEACH -PUBLIC WORKS DEPARTMENT
L3'ClEAR
SHEET
5-lit-ft 1--------------------------i
DATE 18" WATER TRANSMISSION MAIN IN JAMBOREE ROAD 1-------------------1-----------------------------t 3 APPROVED
DATE
PLAN AND PROFILE, STA. 21+00 -STA. 30+78.90
AND MISCELLANEOUS DETAILS
W-60.38-5
I OF 5 SHEETS
..
I
l.M
0 ....,
11LHAMBRA FOUNDRY VALVE BOX CAP
TYPE A 29612 OR APPROVED EQUAL -,
I •
12 "SCH 30 STEEL PIPE
I 'O!A HOLE.
I "-,3,,~,, (/___jf(]ffs__
~"BC
l'/?"
3/8 "ff_ WELDED
TO FLANGE
NOTE:
WHERE VALVE BOX IS NOT IN PAVEMENT,
COVER TO PROJECT 6" ABOVE GROUND
VALVE BOX FRAME I; COVER /BROOKS
PROOUC TS NO. 4TT, OR APPROVED
EQUAL) COVER MARKED "W"
BLOWOFF COVER SEE DETAIL '.Li';
.\ AT LEFT I
! \ /
PAVEMENT SURF/ICE • \\ 18" ,/ _,,/
8 "c.1. SOIL PIPE
VAL VE BOX ------
PROVIDE VALVE STEM
EXTENSION ------1--111
tO''M!lc,
'----'•.L.JJI
PIPELINE_
/SEE PLAN) ---t-f½s:½"4½'9'/444-il-
½' +--~ 12" MAX.
PIPELINE IS IN R;W
SEE PLAN ( PROFILE
SHEETS
TACK WELD BRACING
/If_ TO STEM
.,/~
FOR LINING (COATING
SEE SPECS
1'-6'
(EXIST. CONC. CURB
OR FUTURE CURB
...._ _____ a" SCHED. 30
STEEL PIPE
ASPHALT DIPPED
!IN$ OUT/ AFTER
;FABRICATION
/
S•3/4"X 11/2" GALVJ
CAP SCREWS
j
\ ',, J
• " r s" SCH. 30
STEEL PIPE
ALL WELDS 1/4"
DETAIL
\6"GATE VALVE \ /
SLEEVE TYPE,V
COUPLINGS ~ °;'.--"-,_.,,.~:,f:.:__sTD. B"RUMPED HEAD
>/\'-: ~ \~
ENCASE IN 4" OF
'CONC ,1.LL AROUND
BLOWOFF DETAILS
3/4"RADIUS-
( T YP.)
J/4ri
CHAMFER~
{TYP./
REV DATE BY
NOTE:
PIPE SUPPORTS TO BE LOCATED IN
PLAN AT POINTS MARKED THUS: X
SET ROD COUPLERS PLUMB AND
FLUSH WITH CONCRETE
I LAYER OF t/4"
-EXPANSION JOINT
FILLER
11 4-3/411
NOMINAL
PIPE SIZE
6
8 I; I 0
12 I, 14
/6 ~ I 8
A
8
J/16 .
"' -
' ,,.
C ' IO
4"
ROD COUPLERS
4-3/411
PIPE SUPPORT DETAIL
NO SCALE
E
DIMENSIONS IN INCHES
SUPPORTING SUPPORTING
PIPE OR FLANGE PIPE FLANGE_
C 0 ' E A B A B
2 4 12 /0 /6 /0 16
2 4 12 10 16 14 20
2 4 12 I 2 18 /6 22
2 4 12 14 20 20 26
GALVANIZE AFTER FABRICATION
NOTE WHEN SUPPORTING ON THE SAME LINE ALTERNATIVELY
PIPE AND FLANGE, CONCRETE PIERS FOR f'/PE SUPPORTS
SHALL ALL HAVE THE SAME DIMENSION B(FOR FLANGE
SUPPORTJ
PIPE SUPPORT DETAILS
DESCRIPTION SCALE,
GALV. STUD BOLTS j W/NUTS
CONCRETE
---PIER
4-3/4"
ANCHOR
BOLTS
LENGTH
IN FEET
4 -7
s -9
/0 -13
14 -17
18 -21
22-25
1 RAD."21/2 PIPE DIA
\
REINFORCING BARS
HORIZ. STIRRUPS
NONE NONE
5 -#5 # 4@ rs"
5 -# 6 # 4@) 18"
5 -#7 # 4(ii> ,a"
5 -#8 # 4@) ,a"
5 -#9 # 4 cw is"
CONG THRUST BLOCK
1\!Fe
' \..BACKFILL
STIRRUPS # 4 BARS (a) ra"
PLAN
NOTE:_
PLACE CONC. AGAINST
UNDISTURBED EARTH
\
)
SELECT MATERIAL 1
SEE SPEC.
SECTION
THRUST BLOCK DETAILS
SUBMITTED
NO. 14 GA. WIRE@l/2"PtTCHOR
2"x4" NO. 12Gk WELDED WIRE
ME SH ON SPECIALS ONLY
SEE SPECS. FOR
SHELL THICKNESS
/' . . . ...... ', . ·. : .. ,
-~-::,-_;, . ·. :_ < ~ ~ : ·_ . .-·. ~ _._ . r ·: : P> '. -
,GROUT IN FIELD
31/2" LAP (\
®
ROUND RUBBER GASKET
MORTAR:-----'-
21 ,,PIPE I, SMALLER DAUB BELL AT END
OF LINING BEFORE -STABBING, THEN SWAB
SMOOTH. 24 "AND LARGER, POINT AFTER
BACKFILL.
MORTAR LIN/NG: 1/2"FOR
t6"PIPE e SMALLER 3/4"
FOR !8"PIPE $ LARGER
BELL AND SPIGOT JOINT
1/4" 11/4" 11/2"
/
~-ADD .J/4° MESH STUCCO WIRE
GROUT IN FIELD~ RE/NF. TO FIELD APPLIED
--------~ MORTAR
'•·-.®~: ;·~:A ft'@O ~:;?i:}:t\ ,t().~;,,:\\ :•~:~••~••.•~-:;~·: -~-'. r_,~
. •. • 17
-: : J>-: ·.'
FIELD WELD NEAR BENDS
MORTAR LINED AND COATED
STEEL PIPE
GRIND$ WELD ~ /3116,, ff.
1/BV"" '-...._ r
DRILL 9 ROWS OF 5/8 DIA HOLES F ---~-
!a) /I/B'OC.18 HOLES PER ROW -------i . _
ST~GGERED = <c :;i
SCREWED PIPE ( FITTINGS MAY BE
SUBSTITUTED FOR FABRICATED
PIPING SHOWN -------~·._;.-: ;,,<\-..:
~-~-"_2:;:...,
~~ _.;. -~~-/ ~·-.:~ }'
55/8 O.D STD. STEEL PIPE~
~-VENTS •. -------=;
f-·:_,~••-~_r._\_•~: :-,,;,a<;,r=; :=i?=• ~'""-'"": :=I:. ____ S::.L:;:0, 0P...:t::... UPWARD ~. \
r". -v-·-~· n r1
1/' ,-"::C:-:._• ·1---___ _,1 __J
END REAR VENT-' p :-•
P !PE AT INSIDE
FACE OF WALL
VENT PIPE
CLAMP SEE~~~-
DET4/L ~
CJ)
• :o 6 .
1_4· ~-•• . '.:.
: v'· .? •' I ,; ·~·::r ,.. .
'•.·. ~ .
p •. ,,
SHIELD -. :~<
• : ~·_o:
'I>.· . •.
D -/;.
•\. c::: ' • • : "·,__~•~--1+----,,1 ¥----, -r/ "' 1-i
·, .
, 0.'
'q: .p
•' ~-~-
. ~-:..-.-: ~:.-:
• rv-"~
. • L...: :...1-__:____,__:
?:~·:_;,: (J~
~ I ~ "'
2XV4 FB
\ 1/2" X 9" MACH BOLT WITH 2 NUTS
NOTE: IF FABRICATED PIPING USED, CLAMP DETAIL
GALVANIZE AFTER FABRICATION SCALE 3"= l~O
PIPE VENT DETAILS
SEE SPECS.FOR
5' MIN. ~-----=-=-'--------'
REINFORCEMENT
CAGE-SEE SPECS
c--_i! 1/4~"~A~P __ ...,
BELL RING
,GROUT IN FIELD SHELL THICKNESS
3/4"MORTAR COATING
• A.
MOR TAR 21" PIPE [$ SMALLER
DAUB BELL AT END OF LINING
BEFORE STABBING, THEN SWAB
SMOOTH. 24 "AND LARGER,POINT
SPIGOT RING CARNEGIE
NO. M-3516 OR EQUAL
2il32"ROUND
RUBBER GASKET
MORTAR LINING
1/2 "FOR 16"AND SMALLER
3/4"FOR IS"AND LARGER
AFTER BACKFILL. BELL AND SPIGOT JOINT
1/8" MIN \ I • ~ l/16"MIN. PENETRATION
STEEL RETAINING ROD --1(\1 GROUT IN FIELD \\
CONTRACTORS OPTION
FOR 24"PIPE ( LARGER
FIELD
. 4 • 4
'\.._OMIT RUBBER GASKET IF FIELD WELD IS MADE
ON INSIDE OF PIPE. PROVIDE GASKET IF FIELD
WELD IS MADE ON OUTSIDE OF PIPE.
WELD NEAR BENDS
4"x1v4"BUTT STRAP ADO 3/4"MESH STUCCO WIRE
RE/NF. TO FIELD APPLIED MORTAR
V P_ l/4" ~,
,\ : [.I.
.P • .. : •.· ~-,. •• •., ¢.1 '•·'
3/4 "MIN
BUTT STRAP JOINT
STEEL CYLINDER CONCRETE PIPE
NOTE.
RESURFACING REQUIREMENTS IN PAVED AREAS
SHALL BE DETERMINEDBYEXCAVAT/ONPERMITS
AS REQUIRED.
EXCAVATED MATERIAL
TO 90% OF M/4X/MUM ~
DENSITY.
/0 "MAX.
SAND OR SELECT
G,'i'ANULAR EXCAVATED
M/.TER14L SEE SPECS
=111
Wiii
6"MIN
;d1MAX.
TYPICAL TRENCH SECTION
NOT£:
.M.4TERl.4L FOR S4NO B£DOING IS .4VAIL4BL£ Vv/T/.IOUT M'.JYAiTV FEES ON
/RV!N/;' PPOPERTY AP,o/?OX/MATELV GVE-PU4RT€/4' 11.f/C.€ FPOM T~E
:_-coNSTPUC7'/0N SITE IN A PIT 40J,4CE>VT TO 8.4CI< 84V DRIVE',
300FI; 50'./Th'WESTER<'.V 0/:' G4STL5LUl-",C DRIV£'. ,-!OW€//l:R 17 WILL
B£ IVECG:SSARV .C-OR 'T-'/15' CONTr-?4CTOI~ TO ?1=1.',C-0/?M S€l€C7
-EXC4VATION IN Tl-le PIT TO OBTAIN 54ND M.4T£R!4L WI-I/CJ-I
·54r/SFl€S T,-./€ MIN/A-IU:14 30 S4ND t:OUll/4<'.ENT SPEC/.C-/€0,
SHE ET C
--6/1•''1 •,. . ,'...,-·-'.-· 13688 2//c;;/GG
p Ra J EC T/ ENG I N' E E"R R. E. Na. DATE
l----+---·1---·1-------------------'A 5 NO TE:O DRAWN____,D~/ X~OI_J_N~----lr□"~;::7,'-:::-;e-:;-:~,:---------------1
R E C~-M_J ~E D
DESIGNED DIX ON JAMES M. MONTGOMERY
CONSULTING ENGINEERS, INC.
APPROVED VJ,# ,a..a~
ASST. PUBLIC WORK DIRECTOR
CITY OF NEWPOR1 BEACH -PUBLIC WORKS DEPARTMENT 'j-/lf,(t: 1-·------------------------1
DATE 18'' WATER IRANSMISSION MAIN IN JAMBOREE ROAD 4
CHECKED l!D/,;c , • ~__e_,,,,,,~
JAMES.MONfGOMERY
CONSULTING ENGINEERS, INC.
5 6 z z ?)'G/0 ~
R.E. NO. DATE PASADENA
535 E. WALNUT STREET • PASADENA. CALIFORNIA
6815619 793 7128
COSTA MESA SAN DIEGO
APPROVED
MISC[LLANEOUS DETAILS
LAS 'i'EGAS DATE OF 5 SHEETS
W'-50.:!8-S
i .
I
0 -n
OF flUCT +8"
PIPE O.D
4"TYPP_k+ s~"
4 1 TYP-..... -
/ILL NON·MET/iLL/C POWER OR -
PIPES CONDUITS AND-~~ ~ TELEPHONE DUCT
SL WI i1s, EXCEPT HOUSE ~~-+~1?'~~ 1/Z"THICK EXPANSION JOINT
CONNECTIONS " -FILL EH MATERIAL
-~_J;ONCRETE SUPPORT __
I './ .
SECTION
□□
□□
□□ ..... ;;;;;;i. ... -~-
.' 6 .•• .d • '
•• (J' f)
. r-. ·b •• . r p
NOTE·
BACKFILL TO BE BROUGHT
UP UNIFORMLY ON BOTH
SIDES OF CONC SUPPORT
_;-1/2" THICK EXPANSION JOINT
F/LLEH BETWEEN PIPE AND
CONCHETE
. ;,:. • CONCRETE FULL WIDTH OF TRENCH.
. J '};--CONC. BLOC/(S MAY BE USED AT OPTION
OF CONTRACTOR. PROVIDE CONCRETE
FOOTING WITH MIN. DE/' TH 6''.
ri,-----,--, ,,_,-F S.
I + I
I~
(
EMO VE KNOCKOUT THIS END ONLY
PRECAST CONC. UTILITY VAULT (2 'x 3' INSIDE)
I BROOKS PRODUCTS INC., W-100 SERIES WITH I STEEL RECESS FOR COVER.IGALV.4NIZE) OR
\ CAST IN Pl.ACE VAULT AT CONTRACTORS OPTION
NOTE '\ \., " " •
12 ., x 14 ;' # IZ GA\ \ , 4 X 2 GAL V SCREWED CONCENTRIC REDUCER
SPLIT PLATE \
AROUND PIPE ' \
END VIEW
CONG. THRIJST BLOCK
• ~
~7 . , I I ,
' /
4"TYP
'2"GALV UNION
1" STEEL ELBOW-///
SLOPE PIPE UP AT 1/4" PER FOOT 2"STL.PLUG VALVE
,i"sc/1. 40 STEEL PIPE.CEMENT 1
ill/0/ITAR LINE AND COAL TAR
·,
\,
3/16" SPLIT Ii! AROUND PIPE
~ 2" GAL le RE TURN BEND
2"AIR VACUUM AND AIR
~ RELEASE VALVE
GALV. STL.L RECESS FOR
,covE,~, CAST INTO CONC.
2 "GA l V RETURN BEND
2" GALV. SCHEDULE /JO
STEEL PIPE
DBL. FLG. BREAKAWAY ASSEMBLY
SEE DET. BELOW ~-,,
1/8
I \
' I
I
I
'a
. I
(\J
2"GALV. sn.
PIPE NIPPLES CONC. BLOCK/ '2"GALV STEEL
SECTION ffi ST. ELL
UNDl-i?Gl?0UND UTILITY SUPP0l?l
COAT BETWEEN VALVE AND
STFUICTURE.
5/i6"THICK,2 PIECE, STL. CKR.fl'i
COVER SECURE TO VALVE BOX)
W/3/B''FH. STN. STL.MACHINE
BOLTS W/1/16" THICK NEOPRENE
GASKET-,.1B"C I SOIL PIPE VALVE
I BOX SUPPORTED ON
s"x a", J/t6" THK.
2 PIECE SPLIT fl
AROUND PIPE D£TAILS
4 X2 X ¾ F--6-Gl/55£1
EDGE OF
, '1-i 1.3/?JDGE -0
o, DECl<ING
• No Tc :5:
/, GAL V4Nl?c: .41.L PAl?TS 4J=7el7 F4CJ/l/C,t/TION
,Z, P/?0///0e {4117,l//Clc' e124Pll/7e PLl-0 e,e7wc-eN
P/Pe 4,VO PIPE-S400Lc
s. ,/( -DeNOTl:5 45 oUILT 8,?/DGE: DIMENSIONS
EL c !/A TION
\ 'i EDGE OF 13/?!DGE
\
\ \
\.
DECA'/NG
Di;TAIL OF
PIP£ ST!?AP CLIP
< I
J
-CONC. PILE CAP
OE[AIL
REV DATE BY DESCRIPTION A SUBMITTED
\
NOTE,
_UNO£f'?Gl?OUND UTILITY 5UPPOf2/S A/4.'"'E TO 13E.'
,0/?0JIIDB'{) W(-//;/?1£ S/.IOWN ON PROF/ti:. Oi?
Wi-1£PE ORDERED BV f:NG/N£t£R.
GA!.V
F.B.
-.._ CONG. BRIDGE DECK --.
__ _;_
ll=l==I=~ ' ?
" "
I--
I
I
(
\
\
PLAN
4"ROUS!ABOUT CPLG. -~
4"FLG. GATE VAi.VE W/B"C.I.
SOIL PIPE VALVE BOX AND
CAST COVER. COVER TO BE
MAI?!( E.D "w" ---~$;;;=3
~
PLAN
/_..--NOTE.' """'\....--"'
/' £ k.#A-1'/J>U:'-SS 8E'f..-f'l./7+-A$fii# ,s• Fe~ et·. wn·, ". $/ECT'Ci<.
'\ 2. DETAILS SHOWN FOR SOUTH AB/JTM/::NT. REVERSE DETAILS
..._ FOR NORTH ABUTMENT OF BRIDGE ·
.-.,.. • ,.,_;,:,)·•-""' •,,,," c_·. ~,~-'Cff<,..>"=• >'--~•?,;,,"'"'·· " -' ' :-•
• "'"·~•,;,...,.,-.--«<. ·-'-,,~ ,•• ,,r-·,
18" THANSMISSION MAIN. FOR CONTINUATION SEE PLAN
AND PROFILE SHE/::TS.
PIPE SUPPORT ON PILE: CAP -
SE:£ DETAILS, SHT.3
9 1-0"
3/a" SHELL THICKNESS (16'-o"J
FACH WAY '
#6@ 4" o.c . ....--'/ / s'-o" f
• •
# 4 " _./ -./ @7 o.c.
~-~------'-'llc..'_ • .,,,o-1-"'----------l I
/ t
---RE/NF. CONC. THRUST BLOCK/
AGAINST UNDISTURBED EARTH
SECTION®
DETAIL OF PIPING AT BRIDGE
ABUTMENTS
WELD NECK FLG.
4" STL. ELL
S.O. FLG. ·-
SECTION(!)
I 2-2 X 4 x 12 R WD. BLKS,
g"
4"STL.PIPE
T
2"DISCHARGE PIPE
2-1!/2"0 D x 2" I. D. INOM.i COMP
I / FLGS. DRILL 4·5/16" DIA.HOLES
EACH FLG.
.\Et~$
CKR. Ii'..
COVER-~
I
3 Y2 "DIA. HOL~
IN COVER
DETAIL
....___ __ PROVIDE4-l/4"BRASS
NUTS I; BOLTS FOR
I BHEAKAWAY COMP. FLGS.
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CAP SCREWS, SPLIT Fi'. TO CKR.
Fi'. COVER.
OF
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2 11 AIR VACUUM A,ND AIR RELEASE
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.JAMES M. MONTGOMERY
CONSULTING ENGINEERS, INC.
APPROVED
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C R. E. NO.
ONSULTJNG ENGINEERS, INC.
2/!Gjt;;;(;
DATE
53; E WALNUT STREET PASADENA. CALIFOR~IA
6315619 7937128
PASADENA COSTA MESA SAN DIEGO LAS VEGAS
ASST PUBLIC WORK DIRECTOR DATE 18" WATER TRANSl-11SS ION MA IN IN JAMBOREE ROAD
APPROVED
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