ST0701-SP090831L. H. LACY COMPANY, Ltd.
P_O. Box 541297
Dallas, TX 75354-1297
Ph : (214)357-0146
Submittal
Job: 5262
SWern Blvd (SCoppell-Beltline)
DCM 11A; Blk E
Coppelt, TX
Spec Section Title:
Submittal Title: RCCP Water Pipe and Fittings
Spec Section No:
Submittal No: 23
Revision No: 0
Sent Date: 8/31/2009
LACY COMPANY LYD
Contractor:
L. N. LACY COMPANY, Ltd.
Halff Associates
Jorge Rodriquez
~Ig~,~~ed as submitted
^ Approved as noted
^ Returned for corrections
^ Checked for general compliance
with pl s 'specifications
~,
` 81~i )oq
Signs re Date
Architect's Stamp
Engineer'~i ~-~~~
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OFF A550CIATES, INC.
ENafNEERS S SCIENTISTS
REVIEW COPY
NOT FOR FABRICATION
AUGUST 28, 2009
PRESSURE PIPE PROJECT
Project
LOCATION - COPPELL, TEXAS
OfYNER - COPPELL, TEXAS
DE.SCRlPTlON -SOUTHWESTER BLVD. IMPROVEMENTS
295L.F. 24" B-303 PIPE CLASS 150
Directory
FIANSON CONTACTS FOR TFI1S PROJECT ARE
Projeci Coordinator - WESLEY TURNER (972) 266-7544
Sales - MONTY HARRUP (972) 262-3600
Delivery - TOM PAGE (972) 262-1571
Field Services - NELS THOMSEN/
BILLE JURGERSON (972) 262--3600
^°^
rrr
r°' Manson Pressure Pipe
MANUF~ICTURER OF STEEL & CONCRETE
P1tLSSUI{E PIPE'
Engineer
HA.LFF
Contractor
L.H.LACY
CONTACT - TRAVIS FIESELER
214-217-5238
REVIEW COPY
NOT FOR FABRICATION
AUGUST 28, 2009
STANDARD ABBREVIATIONS
ADAP - ADAPTOR HEB - HARNESSED E-301 BELL SLB - SCREEDED 1-301 BELL
ATT'D - ATTACHED HES - HARNESSED E-301 SPIGOT SLS - SCREEDED L-301 SPIGOT
BB - B-3D3 BELL HH - HAND HOLE SOL - SOCKOLET
BC - BRUSH COAT HLB - HARNESSED L-301 BELL SPC - SPECIAL
BEVL - BEVEL HLS - HARNESSED 1-301 SPIGOT SPIG - SPIGOT
BF - BLIND FLANGE HBB - HARNESSED B-303 BELL Sl - SLOPE PIPE LENGTH
BHC - BEGIN HORIZONTAL HBS - HARNESSED 8-303 SPIGOT SRLB - SNAP RING L-301 BELL
CURVE HP - HORIZONTAL PULL SRLB - SNAP RING L-301 SPIGOT
BOP - BOTTOM OF PIPE HPI - HORIZONTAL POINT SRBB - SNAP RING B-303 BELL.
BRPE - BACK-UP RING OF INTERSECTION SR86 - SNAP RING 8-303 SPIGOT
PLAIN ENO HL - HORIZONTAL PIPE LENGTH STO - STANDARD
BS - 8-303 SPIGOT HT - HORIZONTAL TURN TAN - TANGENT
BUR - BACK-UP RING END INV - INVERT TBS - TRIMMED B-303 SPIGOT
BVC - BEGIN VERTICAL CURVE JHA - JDINT HARNESS ASSEMBLY TES - TRIMMED E-301 SPIGOT
BdcA - BEVEL & PULL LB - L-301 BELL TLS - TRIMMED L-301 SPIGOT
C8 - COMBINED LD - LAYING DIRECTION TO - THREADED OUTLET
CCP - CONCRETE CYLINDER lS - L-301 SPIGOT TOP - TOP OF PIPE
PIPE LT - LEFT TORE - THREADED OUTLET REDUCING
Gl - CLASS LWB - CAP WElO BELL FLANGE
CP - COMBINED PULL LWS - LAP WELD SPIGOT VCPE - VlCTAULIC COUPLING PLAIN
CPE - CYLINDER PLAIN ENO NIP - NIPPLE END
CPI - COMBINED POINT OF MEB - MORTARED E-301 BELL VP - VERTICAL PULL
INTERSECTION MES - MORTARED E-301 SPIGOT VPI - VERTICAL POINT OF
CPPE - COUPLING PLAIN END' MJB - MECHANICAL JOINT BELL INTERSECTION .
CS - CARNEGIE SPIGOT MJPE - MECHANICAL JOINT PLAIN VT - VERTICAL TURN
CT - COMBINED TURN END WFPE - WALL FITTING PLAIN END
DEi - DETAIL MLB - MORTARED L-301 BELL WOL - WELDOLET
OFT - DRY FILM THICKNESS MLS - MORTARED L-301 SPIGOT WPE - WELDING PLAIN ENO
DH - DISHED HEAD MBB - MORTARED 8-303 BELL WSP - WELDED STEEL PIPE
DN - DOWN MPE - MORTARED PLAIN END
D&T - DRILLED do TAPPED MBS - MORTARED B-303 SPIGOT
EB - E-301 BELL OAL -
C OVERALL LENGTH
POUND CURVE
ECC - ECCENTRIC p
EFLG - CLASS "E" FLANGE E
- PLAIN END PROJECT SHEET INDEX
EHC - END HORIZONTAL CURVE pRC - POINT REVERSE CURVE
ELEV -
ELEVATION pS8 - EXPANDED BELL
SHEET N0
DESCRIPTION
p~VEB _ PLANT WELD E-301 BELL .
E5 - E-301 SPIGOT
EVC - END VERTICAL CURVE PWES - PLANT WELD E-301 SPIGOT
1
TRLE SHEET
PWLB - PLANT WELD 1-301 BELL
EXT -
FBO - EXTRA
FLANGE BLOW-OFF PWLS -
P PLANT WELD L-301 SPIGOT
303 BELL
E
D B 2 ABBREVIATIONS do INDEX SHEET
OUTLET WBB - PLANT W
L
-
FIK - FLANGE INSULATION KIT PWES - PLANT WELD 8-303 SPIGOT 2A ORIENTATION SHEET
FLG -
F CLASS "D" FLANGE
ANGE OUTLET
F OTY -
RF - QUANTITY
REDUCING FLANGE
3-3
GENERAL INFORMATION
O - L
FOB - FLAT ON BOTTOM SCRD - SCREED 4 PIPE 6ESIGN
FORE - FLANGE OUTLET
REDUCING FLANGE SFBF - SMOOTH FLOW BLIND FLANGE
5 - B
LAYOUT
FOT -
FT - FLAT ON TOP
FEET SHT -
SBB - SHEET
SCREEDED 8-3D3 BELL
D1 - D10
SPECIAL PIPE do FlTTINGS
GKT - GASKET SBS - SCREEDED B-303 SPIGOT D FLANGE SCHEDULE
D 11 ADDITIONAL MATERIAL
DR. er: WIT ABBREVIATIONS & INDEX Hanson Pressure Pipe
CNfCKCD:
2
R ~ N a~~, a-zz-o9 COPPELL TEXAS owD, ND.O~-OZ71B SNfEI
N ev D A
REVIEW COPY
NOT FOR FABRICATION
AUGUST 28, 2009
PROTECTIVE COATING APPLIED IN THE FIELD
STEEL STRAP THREADED
THROUGH WEM OF WRAPPER,,
DRAWN TIGHT AND FASTENED.
WRAPPER: SEE STANDARD
WIDTH OF WRAPPER TO BE RUBBER GASKET JOINT
9" FOR 36" PIPE AND LARGER, DETAIL. PROTECTIVE COATING
7" FOR 33" AND SMALLER,
UNLESS OTHERWISE SPECIFIED. APPLIED IN FIELD. '''777
SEE NOTE "A~
SEE ADDITIONAL MATERIAL SHEET.
CEMENT MORTAR, r
MI%ED TO A
CONSISTENCY OF
THICK CREAM, TO
BE POURED IN ~~~;•
FIELD. SEE
NOTES "A" do "8"
JOINT AND CASKET SHALL BE
LUBRICATED WITH A SUITABLE
VEGETABLE COMPOUND SOAP CEMENT MORTAR
PRIOR TO ENGAGEMENT. PtACED IN FICLD.
::Ii 1111111
SEE NOTE
WELDED WIRE
WRAPPER, SEE
STANDARD RUBBER
GASKET JOINT DETAIL
MECHANICAL
JOINT CONNECTIONS
FOR NAIVES AND OTHER TYPES OF PIPE.
FLANGE CONNECTIONS AaovE ALSO APPLICABLE TO CAULKED
FOR AIR VALVES, ACCESS MANHOLES. FLANGED GATE VALVES. £TC. JOINTS AND FLEXIBLE COUPLING
CONNECTIONS.
STANDARD RUBBER GASKET JOINT
NOTE "B"
APPLICABLE TO AlL TYPES OF PRESSURE PIPE MANUFACTURED BY HANSON.
NOTE "A" ANY SURFACE RECEIVING A CEMENT MORTAk COATING SHALL BE ThI0R0UGIaLY CLEANED AND
PROVIDE t" MINIMUM TIiICI<NESS CONCRETE OR MORTAR COATING 1N THE FIELD FOR THE WETTED WITH WATER JUST PRIOR TO PuCING THE CEMENT MORTAR COATING. AFTER
PRp'rECTION OF AlL EXPOSED STEEL SUCH AS FLnrIGES, L'AULKED JOINTS, THREADED PLACEMENT, CARE SHALL BE TAKEN TO PREVENT CEMENT MORTAR COATING FROM DRYING OUT
OUTLETS, CLOSURES, ETC. THE CEMENT MORTAR USED SHALL CONSIST OF ONE PART T00 RAPIDLY BY COVERING WITH DAMP EARTH OR BURLAP. SOME SHRINKAGE CRACKING MAY
PORTLAND CEMENT TO TWO AND ONE-HALF PARTS OF FINE, SHARP (PLASTER) SAND. OCCUR; SHRINKAGE CRACKS LESS THAN I/6" YlIDF_ IN OTHERWISE SOUND JOINT MORTAR ARE
WHERE SHOWN, COATING IS TO BE REINFORCED WITH WIRE MESH. GENERALLY CONSIDERED ACCEPTABLE. CEMENT MORTAR COATING SHALL NOT BE ALLOWED TO
FREEZE.
SEE NOTE "0"
i
PuN vlEw
THRUST BLOCK
NOTE "D"
THRUST BLOCK SHOULD NOT LIMIT THE FLEXI-
BILITY OF ThiE JOINTS. THRUST BLOCK DESIGN SHALL
BE DETERMINED THROUGH CONSIDERATION OF EXISTING
SOIL CONDITIONS BY THE OWNER AND/OR ENGINEER.
THRUST SHOWN ON LAYOUT DRAWINGS ARE BASED ON
PIPE DESIGN PRESSURES.
- °`{ I ,
..,, 1 ' In
t o'
,~~ ~ ...~.•v
_I,,SC E~~ ~I C E ~ ~ NOTE Iw
I.' CONCRETE CRADLE ENCASEMENT, OR STRUCTURE WALL CONNECTION
N
ATE IN ORDER TO PROVIDE FLEXIBILITY IN THE EVENT OF DIFFERENTIAL SETTLEMENT, A RUBBER
GASKET .JOINT SHALL BE WITHIN 2' Of A RIGID SUPPORT fOR PIPE 24" DIAMETER AND SMALLER.
A FLEXIBIF JOINT 51~IALL BE WIThIIN LINE PIPE DIAMETER OR 5' OF A RIGID SUPPORT, WHICHEVER IS LESS, FOR LARGER PIPE.
GENERAL F1ElD INFORMATION Hanson Pressure Pif
SUBJECT TO OWNER'S ANO/OR CONSULTING ENGR'S
SPECIFICA710N5 AND/OR APPROVAL owc. ~o. 09-0271 B swEer 3
GLAND AND
SUPPLIED 8Y C
SEE
REVIEW COPY
NOT FOR FA8RICATION
AUGUST 28, 2009
/ 5/16 V
1 /2" p BAR
1 1/2" 1"
/ s/16"V
3/4" ^ 8AR
"Y" = BAR O.C.
3 1 4" ,Y
f
3/16" X 1 1/2"
BAR STOCK
(NOT REO'0 FOR
48" 1-301)
"Z" O.C. OF
THE SPIGOT AT =
THE CYLINDER ~
N
¢„
s
d
' ~ MC 4 X 13.8 W/FLANGE
CUT TO 1 1 /8" WIDTH
DOUBLE-WELDED SPIGOTS REO'D.
FOR ~f10 GA OR THICKER CYLINDERS.
TYPICAL BELL DETAIL (INDICATED BY AN I.W. DESIGNATION) 3-2" ~ HOLES
TYPICAL SPIGOT DETAIL EACH PIECE
FOR JOINT HARNESS ~ (FOR JOINT MORTAR)
FOR JOINT HARNESS 1 1/2"
ASSURE FULL CONTACT BETWEEN 9/16" ~3/4" X 4" BOLT
BELL BAR FACE & HARNESS FLANGE
PRfOR TO MORTARING JOINT. ,~
I ETHAFOAM JOINT WRAPPER REQUIRED 2"
^ + V
• ® ® 7/8" HOLE
• 1 1 /2" X 1" X 4"
' '~:~L~ -
ASSEMBLED JOINT DETAIL
W/JOINT HARNESS HA~RN SS JOINT ASSEMBLY HAS BEEN
DESIGNED TO PROVIDE 3/4" JOINT
FLEXIBUTY DURING INSTALLATION.
18" WIOE ETHAFDAM JOINT WRAPPER
REOUIRED FOR EACH HARNESSED
JOINT. SEE ADDITIONAL MATERIAL
SHEET
W/ NUT
.~.
.X„ (tyP~ j `C
SETS
REO'0 JOINT SIZE
& TYPE HARNESS
O.p., O.H. O.C. HARNESS
EACH PIECE
"X" TAPED O.C.
"Y" TAPED O.C.
"Z"
2 24" B-303 28 7 B' 45" 11 1 4" 88 27 32" 82 1 B"
8-303 & L-301 JOINT HARNESS Hanson Prey
COPPELL, TEXAS ~. ~. 09-0216
3A
REVIEW COPY
NOT FOR FABRICATION
AUGUST 28, 2009
32~-3 1 4" OVERALL LENGTH OF STANDARD PIPE
32'-0" NOMINAL LAYING LENGTH OF STANDARD PIPE 3 1/4" NOM. LAP
STEEL
COMPLETE COIL PARALLEL CYLINDER "H" MIN. MECHANICALLY CEMENT MORTAR
IMPACTED MORTAR POURED IN FELD
`TO END OF PIPE COATING 3 3 4' MIN.-4' MAX. „T„ MIN
/ 5 SPIRALLY WOUND ~
~
"
" COATING HOLD BACK
REINFORCEMENT
SEE TABLE BELOW "
MIN.
T
3/4" MIN. D"
~
~ ~, -
„T
o W LINING HOLD BACK
J m
a
3 1/2'(tt/&'1 FIXt 21" 8 SLIALLER
~ COMPLETE COIL PARALLEL
"' t7
~ NOMINAL INSIDE
z < 3 3/4'(31/6 FOR 24' k LARGER a TO END OF PIPE
°z ~-. JOINT SPACE "F"
Z CENTRIFUGAL c- _
MORTAR LINING ¢
~ - _
~ =
~-
v m SIZED SPIGOT RING ~
z -
i~ CEMENT MORTAR
~
PLACED IN FIELD
c CARNEGIE SHAPE g
d c M3516 X 4.1 /2" ~ 21 /32" .d SYNTHETIC
o - RU86ER GASKET
ASSEMBLED JOINT SECTION
B--303
~ AAR--WRAPPED CONCRETE CYLINDER PIPE
MANUFACTURING DATA IN STAL LATION D ATA
GN
DES ALLOWABLE TOTAL As STEEL CYLIN DER 5 I ALLY WOUN REINFORC MENT I,p, OF
BELL
ATING NOM. O,D, INSIDE MAXIMUM DEFLECTION APPRO%IfAA1E
I.D. I PER LINE OF
O
D GAGE OR Oll OR As PER TEST
CYL As PER R00 C01LS PER WIRE JOINT
TH
CK OF PIPE JOINT OF STANDARD JOINT WEIGHT
OF
PIPE
"A" PRESSURE
OR CLASS
PSI DEPTH
Of
COVER BED.
~.pE
F00T
50. IN. .
.
CYLINDER
"8"
THICKNESS
"T"
SHEET
WIDTH
LINEAR FT
SQ. IN. .
PRES.-PSI
fs@27,000
LINEAR F7.
S0. IN.
D1A,
LINEAR
FOOT
SPACING
"p"
RING
"C" RING
THICK, I
.
"H"
AT BELL
"J"
SPACE
"F"
ANGLE,
DEGREES
OFFSET,
FT-IN
PIPE SLBS.
4" 150 29' 1507 1
28 25 3/4" 14 GA 48" 0
90 758 0.38 1 4" 7.82 1.54" 2fi 1 4" 3 16" 1" 29" 7 2" 1,63' 0'-11" 6291
2 . .
6Y:
B-303 PIPE DESIGN Hanson Pressure Pipe
COPPELL, TEXAS owc. No. 09-0216 SHEET 4
REVIEW COPY
NOT FOR FABRICATION
AUGUST 28, 2009
ADDITIONAL MATERIAL CONT'D ON 6
JH1 1 24" B303 J.li. ASSEMBLY
TPl 1 24" TEST PLUG HBS W/2° T.O. p(p
0+93
20 503.70
.
CLASS 150-29'
5 1 24" 8303 BS/BB 32.00
STD 32.00
0+61
2
503.8
.
CLASS 150-29'
4 1 24" B303 BS/BB 32.00
STD 32.00
2
0+29
503.9
BX3
1
CLASS 150-29'
24" 8303 HBB/BB .
BOCK FOR TE57
CONFIG.
SPC p ( 23.20 THRUST
W/REACTION RING
0
0+06
503.97
. ,a „7Pt
CLASS 150-29' JHi x -;
c O
A2 1 24" ADAPTOR CPE/HBS p3 3.00
00
3 ~'
z
W/EXTRA CYLINDER . --
ic
n
W/BUTT STRAP (BS2A)
0
0+03 503.98 BS2A ~ -
.
B1
1 CLASS 150-29'
24" B303 CPE/CPE
3.00
°
20 Lt
26 -0.18°
0.0031
,9~ONS
2-CUT BEND 26.20° ~1~. 3.00
0+00
00
PI .
- 0
15°
503
9 SHR
W/BUTT STRAP (BS1A) .
s .
26.20°Cb .
W/4-6" HAND HOLES -0.02°
3.00 0.0004 BS1A ~~ ~
3.00
-0+03
00 503.9 ~ )
. -0.02°
CONNECT TO EXISTING 0.0004 CONNECT
TO EXIST
24--" 8303 PIPE PIPE
W/BS1A %~~
PZECE DET SPL INV DEFLECTION SLOPE INV
Q'TY DESCRIPTION
SHT
HPL STATION
{Ft}
DATA
TANGENT ELEV
(Ft} PLAN
READ UP
N0.
NOTE: SEE GENERAL INFORMATION SHEETS FOR
FIELD INSTALLATION INSTRUCTIONS
NOTE:READ UP
DRAWN: WIT Hanson Pressure Pipe
N0.
BY
DATE
REVISION CHK BY:
DATE: 5-26-09
COPPELL TEXAS
PROJECT: 09-02718
SHEET: 5
REVIEW COPY
NOT FOR FABRICATION
AUGUST 28, 2009
CONT'D ON 7
2+96
41 500.83
.
CLASS 150-29'
10 1 24" 8303 BS/B8
STD 32.00
32.00
1+64
41
500.83
.
9
1 CLASS 150-29'
24" B303 BS/BB
STD
32.00
32.00
+32
41
00.84
.
B8
1 CLASS 150-29'
24" B303 BS/BB
2-CUT BEND 44.58°
D6
2.41
2.41
PI= 1+30.00
4.58°U -0.01°
0.0002
-44.59°
00.84
32 TONS
T~ HRIIST
1.97 0.9857
1.40
1+28
60
502.22
.
B7
1 CLASS 150-29'
24" B303 BS/BB
2-CUT BEND 44.41°
D5
1.97
1.40
PI= 1+27.2
4.41°Dn -44.59°
0.9857
°
-0.18
03.60
3p~TONs
~ THRUST
2.00 0.0031
2.00
1+25
2 - 503.61
.
6
1 CLASS 150-29'
24" B303 BS/BB
STD
32.00
32.00
+93
2 -0.18°
0.0031
03.7
.
CONT'D PROM 5
PIECE
N0.
QT'1'
DESCRIPTION DET
SHT SPL
HPL INV
STATION
(FtI DEFLECTION
DATA SLOPE
TANGENT INV
ELEV
(Ft)
PLAN
READ UP
NOTE: SEE GENERAL INFORMATION SHEETS FOR
FIELD INSTALLATION INSTRUCTIONS
NOTE:READ UP
DRAWN: WIT Hanson Pressure Pipe
NO.
BY
DATE
REVISION CHIC BY:
DATE: 8-26-09
COPPELL TEXAS
PROJECT: 09-0271B
SHEET: 6
REVIEW COPY
NOT FOR FABRICATION
AUGUST 28, 2009
ADDITIONAL MATERIAL CONT'D ON 8
JH2 1 24" 8303 J.H. ASSEMBLY tO
~ ~n
~
TP2 1 24" TEST PLUT HBS W/2" T.O. x}10 JH2 e ~
2+85.4
503.12 TP2
BOCK FOR
CLASS 150-29' THRUST
8X15 1 24" 8303 BS/H88 E)Z 18.57
W/REACTION RING 18.97 •~
CONFIG
2+66.43
503 . I7
.
CLASS 150-29'
14 1 24" B303 BS/BB 32.00
S7~ 32.00
2+34.43
- 503.27
CLASS 150-29' -0.17°
0029
0
813 1 24" 8303 BS/BB
2-CUT BEND 41.35° ~$ 1.62
1.62 . 32 TONS
'~
a
VPI= 2+32.8 41.35°Dn 503.27 HRUS7
T
41.19°
1.86 0.8750
1.40
4
2+31 502.04
.
CLASS 150-29' 41.19°
812 1 24" B303 BS/BB ~ 7 1.86 0.8750
2-CUT BEND 41.20° 1.40
VPI= 2+30.00
41.20°
500.82 32 TONS
~
-0.01° HRUST
7
1.59 0.0002
1.59
2+28
41 500.82
.
CLASS 150-29' -0.01°
11 1 24" 8303 BS/BB 32.00 0.0002
STD 32.00
1+96
41
500.83
.
CONT'D FROM 6
PIECE DET SPL INV DEFLECTION SLOPE INV
QTY DESCRIPTION
SHT
HPL STATION
(Ft)
DATA
TANGENT ELEV
(Ft)
READ UP
N0.
NOTE: SEE GENERAL INFORMATION SHEETS FOR
FIELD INSTALLATION INSTRUCTIONS
NOTE:READ UP
DRAWN: WIT Hanson Pressure Pipe
NO.
BY
DATE
REVISION CHK BY:
DATE: 8-26-09
COPPELL TEXAS
PROJECT: 09-0271B
SHEET: 7
REVIEW COPY
NOT FOR FABRICATION
AUGUST 28, 2009
~ ~~i
1.15° CONNECT
CONNECT TO EXISTING 0.0200 TO EXIST
24" B303 PIPE PIPE
W/BS17A
42
2+94 503.16 '
.
CLASS 15D-29' 1.15° BSilA
B17 1 24" B303 CPEJCPE 3.02 0.0200
2-CUT BEND 40.52° ~g 3.02
2
91
4
PI 40.50°LC
31
U
1
1
503 NS
32S V
W/BUTT STRAP (BS17A) +
.
= o
.
40.52 . S'1
31riP
W/4-6" HAND HOLES -0.17°
3.00 0.0029
3.00
40
2+88 503.11 BS16A
.
CLASS 150-29' -0.17°
A16 1 24" ADAPTOR HBS/CPE D3 3.00 0.0029
W/EXTRA CYLINDER 3.00
W/BU'TT STRAP ($S16A)
40
2+85 503.12
.
CONT'D FROM 7
PIECE DET SPL INV DEFLECTION SLOPE INV
QTY DESCRIPTION STATION ELEV PLAN
N0. SHT HPL (Ft) DATA TANGENT (Ft) READ UP
NOTE: SEE GENERAL INFORMATION SHEETS FOR
FIELD INSTALLATION INSTRUCTIONS
NOTE:READ UP
DRAWN: WIT Hanson Pressure Pipe
NO.
BY
DATE
REVISION CHK BY:
DATE: 8-26-09
COPPELL TEXAS
PROJECT: 09-02718
SHEET: 8
REVIEW COPY
NOT FOR FABRICATION
AUGUST 28, 2009
01 W/ HARNESSED BELL & W/PB
02 W/ REACTION RING
A
5'-D"
1 4"R x 24" 4'-0"
WRAPPER
I.D.=25 7/8"
Z I J
J
m
~
~ 2
5/8" x 3" RING
I.D. = 26"
24" B-303 o:D. = 3z"
SHORT PIPE ARRANGEMENT (CLASS 150-29')
oR. ~: WIT SPECIALS Hanson Pressure Aipe
cHCCKea COPPELL TEXAS
TE
a ior+
8-26-09 owo. r+o.09-02718 aFixn D1
No. ev o~
PC NO LL A REM. LENGTH
6X3Q~ 23.20 22' 9 7/8" 9.45
REVIEW COPY
NOT FOR FABRICATION
AUGUST 28, 2009
01 W/ HARNESSED BELL k W/6-SPIGOT
Q W/ REACTION RING
A
5'-0"
1 4'f~ x 24" 4'-p"
WRAPPER
I.D.=25 7/8"
Z ~ a
m
2 ~
~
~ z
~
s
„•:•
5/8" x 3" RING
I.D. 26"
24" B-303 O.D. = 32"
SHORT PIPE ARRANGEMENT (CLASS 150-29'}
°rt. °v: WIT SPECIALS FJanson Pressure Pipe
eHECxE°` COPPELL TEXAS 02718
09 02
No. BY DATE REVISION °A r 8-'26-09 °w°, N°,
- sNEEr
PC NO LL A REM. LENGTH
8X15 O1 2Q 16.97 18' 11 1/8" 13.34
REVIEW COPY
NOT FOR FABRICA710N
AUGUST 28, 2009
63 1 /4"
58" 5 Y"
30"
0
f a
I ~
~ I m
~ ~ I o
M N I N
11 I w
$ I z
I
I
N
A2 & A16
24" C.P.E. x 24" HARN B-SPIGOT -ADAPTOR
w/EXTRA CYLINDER
{2-REQUIRED )
PROTECTNE COATING ~ 2"
APPLIED IN FIELD
FiELO WELD 5 ~ FIELD WELD
r.
y - .I •~
3/16"fE x 12"
SPLIT BUTT STRAP
lD=25 7/8"
es2a & Bsi sa
INSTALLATION DETAIL
(2-REQUIRED)
oR. eT, WIT FITTINGS Hanson Pressure Pipe
CHECKED: COPPELL TEXAS
No GATE RE~ISK)N M7 :8-27-~9 i CWC. N0. 09-O2J 1 B SNEEf O3
REVIEW COPY
NOT FOR FABRICATION
AUGUST 28, 2009
~p1
~.
1
6"
W/4-6" HANp HOLES ~64
O 6" COUPLING w/PLUG
SPACE ®180'
PC. N0. 81 ID= 24" OD CYL= 25 3/4" ANGLE= 26.20' FULL CUTS= 2 TYPE 3
RADIUS= 30.00 " TANGENT= 6.98" PLATE= 3/16" CUT ANGLE= 6.550' OVERALL CAN LENGTH= 71 13/16"
LEG1 LEG2 DISTANCE DISTANCE FROM END TO EA. CUT
LLm 3.00' LL= 3.00' AROUND CIR. CUTI CUT2
X= 29.02" Y= 29.02" 1) 0" 33 15/16" 37 7/$"
BEVEL= BEVEL= 2) 2p 1/4" 32 7/16" 39 3%8"
JOINT TYPE: CYL PLAIN END JOINT TYPE: CYl PLAIN END
" 3) 40 7/16" 31" 40 13/16"
LENGTH= 0" LENGTH 0
BACKUP RING: BACKUP RING:
RING ID= RING ID=
RING OD= RING OD=
CHECK LENGTH= 36" CHECK LENGTH= 36"
~. ~" WIT FITTINGS Hanson Pressure Pipe
cKEeK EO: COPPELL TEXAS D4
0271 B
Ds
R I N o~rE• 8-26-09 HNEET
-
owe. No.
N 7
REVIEW COPY
NOT FOR FABRICATION
AUGUST 28, 2009
TOP fL
a
1~
l
~j 1
PC. N0. B7 ~ ID= 24" OD CYL= 25 3/4" ANGLE= 44.41' FUII CUTS= 2 TYPE 3
RADIUS= 30.00" TANGENT= 12.25" PLATE= 3/16" CUT ANGLE= 11.103' OVERALL CAN LENGTH= 41 11 /16"
LEG1 LEG2 DISTANCE DISTANGE FROM END TO EA. CUT
lL= 2.00' lL= 1,97' AROUND CIR. CUT1 CUT2
X= 11.25" Y= 6.89" 1) 0" 19 11 /16" 26 3/8"
BEVEL= BEVEL= 2) 20 1/4" 17 1/8" 28 15/16"
JOINT TYPE: B-303 SPIG JOINT TYPE: B-303 BELL 3) h0 7/16" 14 5/8" 31 7/1fi"
LENGTH= 3 3/4" LENGTH= 4 1/2"
BACKUP RING: BACKUP RING:
RING ID= RING ID=
RING OD= RING 00=
CHECK LENGTH= 27 1/4" CHECK LENGTH= 23 5/8"
CR. ~ : w1T FITTINGS Hanson Pressure Pipe
K E COPPELL TEXAS 1
D~
Np, p~7 REVISION ~ c; g_2g-09 pWp, NO.O9-027
D SNEE7
REVIEW COPY
NOT FOR FABRICATION
AUGUST 28, 2009
\ s.
TOP fE \ ~
\
~ \
I
f
1
PC. N0. BS ID= 24" 00 CYL= 25 3/4" ANGLE= 44.58' FULL CUTS= 2 TYPE 3
RADIUS= 30.00" TANGENT= 12.30" PLATE= 3/16" CUT ANGLE= 11.144' OVERALL CAN LENGTH= 46 5/8"
G1 .~~ DISTANCE DISTANCE FROM END TO EA. CUT
LL= 1.97' LLB 2.41' AROUND CIR, CUTI CUT2
X= 10.84" Y= 12.12" 1) 0" 19 5/16" 26 1 /16"
BEVEL= BEVEL= 2) 20 1/4" 16 3/4" 28 9/16"
JOINT TYPE: B-303 SPIG JOINT TYPE: B-303 BELL
" 3) 40 7/16" 14 3/16" 31 1/8"
LENGTH= 3 3/4" LENGTH= 4 1/2
BACKUP RING: BACKUP RING:
RING ID= RING ID=
RING OD= RING OD=
CHECK LENGTH= 26 7/8" CHECK LENGTH= 28 15/16"
°R• ° ~° wR FITTINGS Hanson Pressure Pipe
ECK
CI ED
'. COPPELL TEXAS
N" T R SION ~ B
_ 26-Q9 pWC, N0.09"0271 B 9MEET D6
REVfEW COPY
NOT FOR FABRICATION
AUGUST 28, 2009
TOP ~ s,
~ 1e
I ~
J
I
f
PC. N0. Bt 2 ID= 24" OD CYL= 25 3/4" ANGLE= 41.20' FULL CUTS= 2 TYPE 3
RADIUS= 30.00" TANGENT= 11.28" PLATE= 3/16" CUT ANGLE= 10.299' OVERALL CAN LENGTH= 35 5/8"
LEG1 ~Z DISTANCE DISTANCE FROM END TO EA. CUT
LL= 1.59' LL= 1.86' AROUND CIR. CUT7 CUT2
X= 7.30"
BEVEL=
JOINT TYPE: 8-303 SPIG
LENGTH= 3 3/4" Y= 6.54" ~
BEVEL=
JOINT TYPE: 8-303 BELL
LENGTH= 4 1/2" 1) 0"
2) 20 1/a"
3) 40 7/16" t5 1/16"
12 3/4"
10 7/16" 21 5/16"
23 5/8"
26"
BACKUP RING: BACKUP RING:
RING ID= RING ID=
RING OD= RING OD=
CHECK LENGTH= 22 5/16" CHECK LENGTH= 22 5/16"
op, e ,: wIT FITTINGS Hanson Pressure Pipe
CHECK ED: COPPELL TEXAS
D7
Ne. T ION TE~ 8-26-09 DWO, ND. D9-0271 B SMEEt
REVIEW COPY
NOT FOR FABRICATION
AUGUST 28, 2009
TOP ~
,. QL
/ 1~~
PC. N0. B13 ID= 24" OD CYL= 25 3/4" ANGLE= 41.35' FULL CUTS= 2 TYPE 3
RADIUS 30.00" TANGENT= 11.32" PLATE= 3/16" CUT ANGLE= 10.338' OVERALL CAN LENGTH 36"
LEG1 LEG2 DISTANCE DISTANCE FROM END TO EA. CUT
LLB 1.86' LL¢ 1.b2' AROUND CIR. CUTI CUT2
X= 10.50" Y= 3.62"
1) 0"
18 5/16"
24 9/16"
BEVEL= BEVEL= 2} 20 1/4" 16" 26 15/16"
JOINT TYPE: 6-303 SPIG
" JOINT TYPE: B-303 BELL
" 3) 40 7/16" 13 5/8" 29 1/4"
LENGTH 3 3/4 LENGTH= 4 1/2
BACKUP RING: BACKUP RING:
RING ID= RING ID=
RING OD= RING 00=
CHECK LENGTH= 25 9/16" CHECK LENGTH= 19 7/16"
°"• e" WIT FITTINGS Ronson Pressure P
ipe
X E p
T R IDN p~,~ g_pg_pg COPPELL TEXAS CAVO. N0. D9-D271 B SHEET ~8
REVIEW COPY
NOT FOR FABRICATION
AUGUST 28, 2009
_ '~~
'~1
O
W/4-6" HAND HOLES ~sy
Oj 6" COUPLING w/PLUG
SPACE 4180'
PC. N0. B17 ~ ID= 24" OD CYL= 25 3/4" ANGLE= 40.52' FULL CUTS= 2 TYPE 3
RADIUS= 30.00" TANGENT= 11.07" PLATE= 3/36" CUT ANGLE= 10.130' OVERALL CAN LENGTH= 71 11/16"
LEG1 I F(;7 DISTANCE DISTANCE FROM END TO EA. CUT
LL= 3.01' LL= 3.02' AROUND CIR. CUT1 CUT2
X= 25.05" Y= 25.17" 1) 0" 32 11/16" 38 13/16"
BEVEL= BEVEL= 2) 20 1/4" 30 7/16" 41 1/8"
JOINT TYPE: CYL PLAIN END JOINT TYPE: CYL PLAIN END 3) 40 7/16" 28 1/8" 43 7/16"
LENGTH= 0" LENGTH= 0"
BACKUP RING: BACKUP RING:
RING ID= RING (D=
RING ODD RING OD=
CHECK LENGTH= 36 1/$" CHECK LENGTHm 36 1/4"
ox. er: w1T FITTINGS Hanson Pressure Pipe
`"~7E°` COPPELL TEXAS 7
pg
No. N MTE: 8-2609 16 sNefr
owo. No.09-02
REVIEW COPY
NOT FOR FABRICATION
AUGUST 28, 2009
CPLG.
ING
OMIT
COATI
LINING
" 2" T.O.
1/4
t4. DISHED H0.
CR=1002 KR=62
" 3/8,.
S.F.=2 NO PAPER HANDLE
1-REO"D
W/24" B-303 SPIG PREP fOR JHA
7F' 1 &TP2
( CLASS 150)
( 2-REQIRED )
PC. N0. SIZE-TYPE DISHED
H0. O.D. CLASS REMARKS
TP 1 &
TP2
24" B-303
25 3/4"
150 w/2" T.O. w/HARN. SPIG
OMIT MORTAR COATING
& LINING
DISHED HEAD CAP & PLUG
2" THD. OUT. (IRON THD.)
2 1/2" 3000 STL. HALF
2 1/2" x 2" BRASS BUSH
2" BRASS PLUG
MORTAR'
NG &/
3"
• ~6 ~~
--i 5" I--
HANDLE DETAIL
DR. DY: WIT FITTENGS Hanson Pressure Pi e
cHecxta COPPELL, TEXAS
No. BY DATE REVISION. _..._ DA7Ei8-27-Q9 DWO.ND. 09-02718 SNEET_,___D1D
REVIEW COPY
NOT FOR FABRICATION
AUGUST 28, 2009
ADDITIONA L MATERIAL
QUANTITY SIZE DESCRIPTION
0
h
0
0
N
s
0
oR.er:WIT ADDITIONAL MATERIAL Hanson Pressure Pi e
CHECKEC: COPP
TEXAS
No. BY SATE REVISION GATE: 9-2 -09 EL.L, nwc• Nc•09-0271 B SHEET D11
QUANTITY SIZE DESCRIPTION
1" 3000 STL. HALF CPLG.
1" x 3 4" BRASS BUSHING
3 4" BRASS PLUG
1 1 4" 3000 STL. HALF CPLG.
1 1 4' x 1" BRASS BUSHING
1" BRASS PLUG
2 EA. 2 1 2" 3000 STL. HALF CPLG:
2 E;4. 2 1 2" x 2" BRASS BUSHING
2 EA. 2" BRASS PLUG
2 ~ O.D. D.H.=
25 3/4" 1/4" R DISHED HEAD (WP=150 PSI)
S.F.= 2" NO PAPER
1 25 JOINT LUBRICANT
B EA. 6" STEEL CPLG. W PLUG
3 8"m MIlO STEEL ROD FOR WELDED JOINTS
JOINT WRAPPER SCHEDULE
PIPE TYPE OF PIPE
QUANTffY WIDTH SIZE g-303 L-301 E-301 REMARKS
123 EA. 7" 24" X 24" B-303
2 EA. 18" 24" X 24" BUTT STRAP
2 EA, 36" 24" X 24" BUTT STRAP CLOSURE
2 EA. 18" 24" X 24" J.M.A.- ETWIFOAM