WA9601-SP 990331S~MEK, JACOBS & FINKLEA, L.L.P.
CONSULTING ENGINEERS
DALLAS, TEXAS
Date: March 31, 1999
Landmark Structures, In
1665 Harmon Roa
Ft Worth Te 76177
·
Re: City of Coppell
Wagon Wheel Ranch
Elevated Storage Tank
We are transmitting herewith two copies of the submittal data furnished by Landmark Structures, Inc. These copies have been
reviewed and marked as follows:
Dwg. No.
22
Explanation
No Make Revise Submit
No. Exceptions Corrections and Specified
Sheets Dwg. Description Taken Rejected Noted Resubmit Items
Pretensioned Concrete Cylinder Pipe
XX
Remarks:
By copy of this letter we are returning two copies of the submittal to Mr. Larry Davis, City~
By:
Paul A. Carline, E.I.T.
Checking of shop drawings by Shimek, Jacobs & Finklea, L.L.P. is only for general conformance with the design concept of the project and
general compliance with the information given in the contract documents. Any action shown is subject to the requirements of the plans and
specifications. Contractor is responsible for: dimensions which shall be confirmed and correlated at the job site; fabrication processes and
techniques of construction; coordination of his work with that of all other trades; and performing his work in a safe and satisfactory manner.
CONCRETE
PRESSURE PIPE
PROJECT
LOCATION
OWNER
DESCRIPTION -
-- COPPELL. TEXAS
Dire c tory
GHA CONTACTS FOR TIllS PROJECT ARE:
ENGINEERING - DANNY WHITE (972) 262-3600
SALES _ TOM BAUGH (281) 807-9696
DELIVERY _ TOM PAGE (972) 262-1571
SHIkIEK. JACOBS & FINKLEA
NO TAKEN AKE CORRECTIONS NOTED
[] EXCEPTION ~REVISE AND RESUBMIT, Engineer
[] REJECTED
L"j SUBMIT SPECIFIED iTEM
design
CITY OF COPFELL
Chec!dng Is only for gencr~ cnn~ormance with the
" ond gc,'.~eral compliance with the
WAGON WHEEL RAHCH .... :; .,~.~; Cr~TtrSct documents. Any action
co;?:cpt cff the
ELEVATED STORAGE TAIIK .... ;,~ ......;O!~ ;!',un ,,~ -:.-- ; -, ,-~m~:',ts of the plans .and
370 LF 24" 8-303 RPE C~SS ~50 c-.~:,:;~:::~c,-:,, '~'-' ..... ~":~ ~., ':LYr:-,-,',-~a a~ ~he job site;
,,,~, ~ ~,,,:~, %e (:oq:;=;:;2~ < ':~f ~' ,
"' ,., ~; :, ,,,::~< with tt;r?,t of all o~her trades and
uF:::,;;~ n ,,',,-,,'~ ,,'~: in a ~""" and
........ ' ~/:..C;,:)',:~S & FIF.iKLEA
: ....... ' DALLAS, TEXAS Contractor
CO!-4L~UL'fii'4G
Date .............................. CONTACT JOE SWINNEA
--
L___,------- .............. 972 -439 -8888
P,ELD ssRv,c.s - ~"~SOL;."2%%"A. (9~2) 2,,-~,oo
HANSON Concrete Products, Inc.
MANUFACTURER OF CONCRETE PRES~UR~ PIPR
DALLAS
HOUSTON VICTORIA LUBBOCK
lDRAWING
NUMBER
YEAR-JOI{ ~-DEPT-S!IEET
I 98 - 032 - B - 1
j
REVIEW COPY
HAl( 18 19,q.q
NOT FOR FABRICATION
ADAP - ADAPTOR
ATT'D - AITACHED
BC - BRUSH COAT
BEVL - BEVEL
BF - BLIND FLAi'IGE
BHC - BEGIN HORIZONTAL CURVE'
BOP - BOTTOM OF PIPE
BRPE - BACK-UP RING
PLAIN END
BUR - BACK-UP RING END
BVC - BEGIrl VERTICAL CURVE
B&P - BEVEL &: PULL
CB - COMBfilED
CCP - COrlCRE'T[ CYLINDER PIPE
CL - CLASS
CP - COMBfrIED PULL
CPE - CLYII, IDER PLAIN END
CPI - COMBIHED POINT
OF INTERSECTION
CPPE - COUPLING PLAIN END
CT - COMBINED TURN
PET - DDAIL
DH - DISHED HEAD
DN - DOWN
D&T - DRILLED t.z TAPPED
EB - E-30I BELL
ECC - ECCENTRIC
EFLG - CLASS "E' FLANGE
EHC - END HORIZONTAL CURVE
ELEV - ELEVATION
ES - E-301 SPIGOT
EVC - END VERTICAL CURVE
EXT - EXTRA
FBO - FLANGE BLOW-OFF
OUTLET
FIK - FLANGE INSULATION KIT
FLG - CLASS "D" FLANGE
FO - FLANGE OUTLET
FOB - FLAT ON BOTTOM
FORF - FLANGE OUTLET
REDUCING FLANGE
FOT - FLAT ON TOP
FT - FED
GKT - GASKET
HEB - HARNESSED E-301 BELL
HES - HARNESSED E-301 SPICOT
HH - HAND HOLE
HLB - HARNESSED L-301 BELL .
No BY DATE
STANDARD ABBREVIATIONS
HLS - HARNESSED L-301 SPIGOT
HP - HORIZONTAL PULL
HBB - HARNESSED B-303 BELL
HPl - HORIZONTAL POINT
OF INTERSECTION
HPL - HORIZONTAL PIPE LENGTH
HBS - HARNESSED B-303 SPIGOT
HT - HORIZONTAL TURN
INV - INVERT
JHA - JOINT HARtlESS ASSEMBLY
LB - L-3OI BELL
LD - LAYING DIPECTION
LS - L-301 SPIGOT
LT - LEFT
MEB - MORTAPED E-3OI BELL
MES - MORTAPED E-301 SPIGOT
MJB - MECHANICAL JOltIT BELL
MJPE - MECHAtlICAL JOINT
PLAIN END
MLB - MORTARED L-301 BELL
MLS - MORTAPED L-301 SPIGOT
MBB - MORTARED B-303 BELL
MPE - MORTAPED PLAIN END
MBS - MORTARID 8-303 SPIGOT
BB - B-.303 BELL
PCC - POINT COMPOUND CURVE
DE - PLAIN END
PRC - POINT REVERSE CURVE
BS - B-303 SPIG01
PWEB - PLANT WELD E-3OI BELL
PWES - PLANT WELD E-301
SPIGOT
PWLB - PLANT WELD L-301 BELL
PWLS - PLANT WELD L-301
SPIGOT
PWBB - PLANT WELD B-303 BELL
PWBS - PLANT WELD B-30,.1
SPIGOT
QTY - QUANTITY
RCB - REINFORCED CONCRETE
PIPE BELL
RCS - REINFORCED CONCRETE
PIPE SPIGOT
RF - REDUCING FLANGE
RT - RIGHT
SCRD - SCREED
SFBF - SMOOTH FLOW BLIND
FLANGE
REV1SION
SHT - SHEET
SLB - SCREEDED L-301 BELL
SLS - SCREEDED L-301 SPIGOT
SBB - SCREEDED B-303 BELL
SPC - SPECIAL
SPIG - SPIGOT
SPL - SLOPE PIPE LENGTH
SBS - SCREEDED B-3o3 SPIGOI
SRLB - SNAP-RING L-301 BELL
SPLS - SIIAP PlllC L-301
SPIGOT
SPDB - SIIAP-PItlG B-303 BELL
SRBS - StlAP-PIIIC B-303
SPIGOT
STD - STAHDARD
TAN - TArIGENT
TES - TRIMMED E-301 SPIGOT
TLS - TRIMMED L-301 SPIGOT
TO -THPEADED OUTLET
TOP - TOP OF PIPE
TORF - THREADED OUTLET
PEDUCINC FLANGE
TBS - TRIMMED B-303 SPIGOT
VCPE - VICTAULIC COUPLING
PLAIN END
VP -= VERTICAL PULL
VPI - VERTICAL POINT OF
IHTERSECTION
V'T - VERTICAL TURN
WFPE - WALL FIllING PLAIN END
WPE - WELDING PLAIN END
SHEET NO.
1
2
3
4
5-8
D1 -D8
D9
D10
ABBREVIATION &c INDEX
COPPELL, TEXAS
INDEX
DESCRIPTION
TITLE SHEET
INDEX SHEET
ORIENTATION SHEET
GENERAL INFORMATION
PIPE DESIGN
LAYOUT
SPECIAL PIPE & FITrINGS
FLANGE SCHEDULE
ADDITIONAL MATERIAL
JHonson Concrete Products, Inc.
ow~..o. 98-132B Is~m' 2
REVIEW COPY
MAR .18 1999
NOT FOR FABRICATION
PROTECTIVE COATING APPLIED IN THE FIELD wRAPPER. sEE
STANDARD RUBBER
WRAPPER: SEE STANDARD GASKET JOINT DETAIL
WIDTH OF WRAPPER TO BE RUBBER GASKET JOINT NOTE B GLAND AND TBOLTS
R ' 9" FOR 36" PIPE AND LARGE , DETt~ PROTECTIVE COATING SUPPLIED BY 0 HERS.
THROUGH HEM OF WR PPE , UNLE55 OTHERWISE SPECIFIED. EEL NOTE "A".
D~WN TIGHT AND FASTENED.. ~ . . . ~ ".. .' R
5EL ADDITIONAL MATERIAL SHEET.
SEE NOTE
.- . ... ......
NOES 'A"~ "~0 ~ ~ MECHANICAL
INT AND GASKD S~LL JOINT CONNECTIONS
EU~NT ~ORTARpR,OR F~NGE CONNECTIONS ABOVE ALSO ~PLICABLE TO CAULKED
TO ENGACEMENT. P~CED IN FIELD. JOINTS AND FLEXIBLE COUPLING
FOR NR VALVES, ACCESS MANHOLES, F~NGED ~TE VALVES, ETC. CONNECTIONS.
STANDARD RUBBER GASKET JOINT
APPLICABLE TO ALL 'PfPES OF PiPE MANUFACTURED BY G-H-A.
NOTE "A"
PROVIDE t" MINIMUM THICKNESS CONCRETE OR MORTAR COATING IN THE
FIELD FOR THE PROTECTION OF ALL EXPOSED STEEL SUCH AS FLANGES. CAULKED
JOINTS, THREADED OUTLETS, CLOSURES. ETC. THE CEMENT MORTAR USED SHALL
CONSIST OF ONE PART PORTLAND CEMENT TO 1WO AND ONE-HALF PART5 OF FINE,
SHARP (PLASTER) SAND. WHERE SHOWN, COATING IS TO BE REINFORCED WITH WIRE MESH.
SEE NOTE "D"
THRUST BLOCK
NOTE "D'
THRUST BLOCK SHOULD NOT LIMIT THE FLEXI-
BIUTY OF THE JOINTS. THRUST BLOCK DESIGN SHALL
BE DETERMINED THROUGH CONSIDERATION OF EXISTING
SOIL CONDITIONS BY THE OWNER AND/OR ENGINEER.
1HRUST SHOWN ON LAYOUT DRAWINGS ARE BASED ON
PiPE DESIGN PRESSURES.
NOTE "B'
ANY SURFACE RECEIVING A CEMENT MORTAR COATINC SHALL BE THOROUGHLY
CLEANED AND WET'rED WITH WATER JUST PRIOR TO PLACING THE CEMENT MORTAR
COATIIiG. AFTER PLACEMENT, CARE SHALL BE TAKEN TO PREVENT CEMENT MORTAR
COATING FROM DRYING OU1 TOO RAPIDLY BY COVERING WITH DAMP EARTH OR
BURLAP. SOME SHRINKAGE CRACKING MAY OCCUR; SHRINKAGE CRACKS LESS THAN
I/8" WIDE IN OTHERWISE SOUND JOINT MORTAR ARE GENERALLY CONSIDERED ACCEPTABLE.
CEMENT MORTAR COATING SHALL NOT BE ALLOWED TO FREEZE.
"C"
'C"
CONCRETE CRADLE, ENCASEMENT, OR STRUCTURE WALL CONNECTION
N(;)TE "C"
IN ORDER TO PROVIDE FLEXIBILITY IN THE EVENT OF DIFFERENTIAL SETTLEMENT, A RUBBER
CASKET JOINT SHALL BE WITHIN 2' OF A RIGID SUPPORT FOR PIPE 24' DIAMETER AND SMALLER.
A FLEXIBLE JOINT SHALL BE WITHIN ONE PIPE DIAMETER OR 5' OF A RIGID SUPPORT. WHICHEVER IS LESS, FOR LARGER PIPE.
GENERAL FIELD INFORMATION HANSON Concrete Products Inc.
SUBJECT TO OWNER'S AND/OR CONSULTING ENGR'5
SPECIFICATIONS AND/OR APPROVAL DWG. NO. 98-132B 5HT.
REVIEW COPY
HAR .! 8 1999
NOT FOR FABRICATION
83o).c,w~ (! t2/95)
32'-3 1/4" OVERALL LENGTH OF STANDARD PIPE
32'-0" NOMINAL LAYING LENGTH OF STANDARD PIPE 3 I/4" NOM. LAP
"H" MIN. MECHANICALLY CEMENT MORTAR
COMPLETE COIL PARALLEL STEEL IMPACTED MORTAR' POUP, ED IN FIELD--
r---- TO END OF PIPE CYLINDER' COATING 3 3/4" MIN.
SPIRALLY WOUND ' ~, ~_ ' 4" MAX.
5" ., REINFORCEMEN T '"
E ,P t,P~ "' "'"' ' '
'" I
o . . -., ,
~ 3 3/4'(,I/8') r~ 24' i LARGER ' ~ COMPLETE CO
d ;~ 3 I/2'(il/8') F~ 21' i SMALLER ~ TO END OF PIPE
z~ ~
~ m ~ ~ ~ CEMENT MORTAR
o~
~ o E
- d M4933 X 4 1/2" o -21/32" ~S~ETIC
o ~ RUBBER CASKET
B-303 ASSEMBLED JOINT SECTION
1OTAL As
I.D. DESIGN ALLOWABLE CHA PER LINEAR O.D. OI~
OF PRESSURE I)(PIH BED. root CYI.INDER
PIF~~ CLASS (:IF Tyl=[
'A' PS~ COVER ,SO. ~N. "B'
24" 150 15' 53 1.28 25 J/4"
NO. BY OAIE
BAR-WRAPPED CONCRETE CYLINDER PIPE
MANUFACTURING DATA
STEEL CYLINDER SPIRALLY WOUND REINFORCEMEN[ I.D. OF DELL COAtiNG
GAG[ OR ClY4. OR AS PER CYL liST At PER ROD CO~LS PER MPE JOINT RING 1HICK.
1HICKNESS 5H[ET LINEAR rl F~'ES.-PSILINEAR FT.OIA.LIN[AR SPACING RING 'C" 'IHIO(.'H'
'T" WtOSH 50. IN. fs=27,000 SO. IN, FOOT
t14 GA 48" 0.90 158 0.38 1/4" 7.82 1.54" 26 1/4" 3/16" 1"
.LATION DATA
MAXIMUM DEFLECIIGNkPPROXIMAI~
01r STANDARD JOINTWEIGNT
ANGLE, Oirr~T' OF 5~D.
DECREES FT-IN PIPE-LBS*
1.63' O'- I I" 6,202
INSTALL
NOM, OD,
OF PIPE JOINT
AT BELL SPACE '
29"
DR. BY: DW B-303 PiPE DESIGN
CHECKED:
COPPELL, TEXAS
OAIE: 3--18--99
HANSON Concrete Products, Inc
owc NO. 98-- 132B I SHEET 4
w/1" THR OUT, UP
CLASS 150
A5 1 24" ADAPTOR BS/FLG
CLASS 150
BX4 1 24" B303
SHORT
BS/BB
CLASS 150
3 1 24" B303
SPC
BS/BB
CLASS 150
2 1 24" B303
STD
BS/BB
CLASS 150
A1 1 24" ADAPTOR MJPE/BB
CONNECT TO 24" DIP FROM
TANK WITH MJ COUPLING
BY OTHERS
PIECE
NO.
QTY DESCRIPTION
NO. BY DATE
REVISION
D4
D1
D4
DET
SHT
1.07
1.07
11.33
11.33
32.00
32.00
32.00
32.00
1.92
1.92
SPL
HPL
DRAWN: DW
CHK BY:
DATE: 3-18-99
0+97.07--
0+96.32
0+96.00-
0+84.67-
0+52.67-
0+20.67--
0+18.75-
INV
STATION
(Ft)
REVIEW COPY
MAR I 8 1999
NOT FOR FABRICATIOh
CONT'D ON 6
- 514.50--
- 514.50--
- 514.50--
- 514.50--
- 514 · 50--
- 514.50--
0.00°
0.0000
DEFLECTION SLOPE INV
ELEV PLAN
DATA TANGENT (Ft) READ UP
HANSON Concrete Products, Inc.
COPPELL, TEXAS [ PROJECT: 98-132B [ SHEET:
T9
BX8
A6
PIECE
NO.
NO. BY
CLASS 150
24" BS x 24" BB x 24"
CPE TEE
w/24" CPE 12" MJPE
REDUCER ATT'D
CLASS 150
24" B303
SHORT
BS/BB
CLASS 150
24" B303
STD
BS/BB
w/1" THR OUT, UP
CLASS 150
24" ADAPTOR FLG/BB
24" FLG BFV
BY OTHERS
DESCRIPTION
DATE
REVISION
D2
Dq
2.54
2.54
1.87
1.87
3.72
3.72
VPI=
32.00
32.00
OUT=
EQU=
1.41
1.41
0.67
0.67
DET SPL
SHT HPL
NOTE:READ UP
DRAWN: DW
CHK BY:
DATE: 3-18-99
0+41.53-
0+38.99-
0+37.12-
0+33.40--PULL
0+02.00
0+01.40-PULL
0+00.84
0+00.00 Ah
0+97.75 Bk
REVIEW COPY
MAR .1 1999
NOT FOR FABRICATION
-0.44o
0. 0077
O.OloDn-
(0.44°Dn)
0.430Dn-
STATION
(Ft)
514.20-
514.21-
- 514.23-
-0.44°
0.0077
- 514.2~
(514.50)
-0.43°
0.0075
- 514.5~
0+97.75 (0.00°) (514.50)
0+97.74-
0+97.07-
0.00°
0.0000
- 514.50
0.00°
0.0000
- 514.50
DEFLECTION SLOPE INV
ELEV
DATA TANGENT ( Ft )
CONT'D ON 7
41 TONS
OF THRUST ~
PLAN
HANSON Concrete Products, Inc.
OOPPELL, TEXAS ] PROJECT: 98-132B I SHEET=
CS17
16
BX15
14
13
THRU
10
PIECE
NO.
NO. BY
4
CLASS 150
24" CLOSURE BS/BB
w/SPLIT BUTT STRAP
(BS17)
24~
CLASS 150
B303
STD
BS/BB
4w
CLASS 150
B303
SHORT
BS/BB
w/
8" FLG OUT, RT
CLASS 150
B303
SPC
BS/BB
4n
CLASS 150
B303
STD
BS/BB
DESCRIPTION
DATE
REVISION
D2
D3
4.46
4.46
32.00
32.00
22.00
22.00
OUT=
32.00
32. O0
128.00
128.00
DET SPL
SIlT HPL
DRAWN: DW
CHK BY:
DATE: 3-18-99
2+59.98--
2+55.52--
2+23.52--
2+01.52--
1+75.71
1+69.52--
0+41.53--
INV
STATION
REVIEW COPY
MAR ,18 '999
NOT FOil FABRI ~ATION
- 512.51-
- 512.55-
- 512.79-
-- 512.96--
-0.44o
0.0077
513.21-
514.20--
DEFLECTION SLOPE INV
ELEV
DATA TANGENT ( Ft )
HANSON Concrete Products, Inc.
COPPELL, TEXAS [ PROJECT: 98-132B
OONT'D ON 8
I"
41 TONS
OF THRUST
TEST
SHEET: 7
TP1
B18
PIECE
NO.
NO. BY
END OF CONTRACT
ADDITIONAL MATERIAL REQ'D
24" BS TEMPORARY TEST PLUG
w/2" T.O.
CONNECT TO EXISTING 24"
B-303 HCP JOB No 98-133
w/SPLIT BUTT STRAP (HS18)
CLASS 150
24" B303 8S/8S
4-CUT BEND 90.00°
DESCRIPTION
DATE
REVISION
D7
D5
5.00
5.00
3.04
3.04
HPI=
DST SP~
SIlT HPL
DRAWN: DW
CHK BY:
DATE: 3-18-99
REVIEW COPY
MAR .~ 8 1999
NOT FOR FABRICATION
0.17"
0. 0030
2+68.02-PULL 0.61°Up- -- 512.45-
INV
STATION
(Ft)
2+63.02- 90.00°Lt- -- 512.49-
-0.44~
0.0077
2+59.98- -- -- 512.51-
OF THRUST
CONT'D FROM 7
DEFLECTION SLOPE INV
ELEV PLAN
DATA TANGENT (Ft) READ UP
HANSON Concrete Products, Inc.
COPPELL, TEXAS ] PROJECT: 98-132B S SHEET:
8
REVIEW COPY
MAR ,18 1999
NOT FOR FABRICATION
No. BY I DAlE
24" B-303
SHORT PIPE ARRANGEMENT
PC NO LL A
BX4 11.33 I1' 3 1/2"
REVISION
A
(CLASS 150)
REM. LENCTH
20.98
D*TE: 3--18--99
'1
SPECIALS
COPPELL, TEXAS
Hanson Concrete Products, Inc.
~,~. ,o. 98-132B J~. D1
REVIEW COPY
HAR .18 1999
NOT FOR FABRICATION
DATE
24" B-303
SHORT PIPE ARRANGEMENT
PC NO LL A
BX15 22.00 21' 11 1/2"
REelSION
(CLASS ~50)
PC NO LL
BX8 3.72
B
A
B
28'7 7/8"
REM. LENGTH
6.70
SPECIALS
COPPELL, TEXAS
Honson Concrete Products, Inc.
~;..o. 98-132B Js.~:u D2 '
REVIEW COPY
I"IAR 1, 8 1999
NOT FOR FABRICATION
NOTE: FOR OUTLETS 6" AND SMALLER, OMIT
MORTAR LINING AND PAINT WITH TNEMEC
SERIES 140 POLYAMIDOMINE EPOXY OR
SIMILIAR NSF APPROVED PAINT.
"A" MEASURED FROM ~ OF
OUTLET TO END OF BELL
I
"B" MEASURED FROM
WRAPPER TO END OF BELL
FLANGE OUTLET
Pc. No. SIZE & TYPE OD CYL OUT SIZE "A"
14 24" B-303 25
"B .... C .... D"
22 3/16" 9"
CH[C~tO:
BY {:)ATE REVISION DATE:
WRAPPER COLLAR REMARKS
5/t 6" x 4 5/8"
SPECIALS HANSON Concrete Products, Inc.
COPPELL, TEXAS o...o. 98-132BIs~E, D3
PC. NO, SIZE
A1 24"
A5 24"
A6 24"
No. I BY ~ DAI[ I
TYPE OF JOINTS
O. L.
JOINT 1 JOINT 2
MJPE B-BELL 23"
B-SPIGOT FLANCE 16 1/8"
B-BELL FLANGE 16 7/8"
REVISION
T.O. SIZE
!"
I"
STANDARD ADAPTORS
THREADED OUTLET
DATA
I/2" THD. OUT. (IRON THD.)
3/4" 3000//STL. HALF CPL.
3/4" X 1/2" BRASS BUSHING
1/2" BRASS PLUG
3/4" THD. OUT. (IRON THD.)
I" 3000~ STL. HALF CPL.
1" X 3/4" BRASS BUSHING
3/4" BRASS PLUG
1" THD. OUT. (IRON THD.)
11/4" 3000~ STL. HALF CPL.
I 1/4" X 1" BRASS BUSHING
f' BRASS PLUG
I 1/4" THD. OUT. (IRON THD,)
I 1/2' ,,t000//STL. HALF CPL.
11/2" X I 1/4" BRASS BUSHING
11/4" BRASS PLUG
11/2" THD. OUT. (IRON THD.)
2" 3000# STL, HALF CPL.
2" X 11/2" BRASS BUSHING
11/2" BRASS PLUG
THD, OUT, (IRON THD,)
I/2" 3000//STL. HALF CPL.
1/2" X 2" BRASS BUSHING
BRASS PLUG
CH!:C~Lrl):
~T~:: ,5 - 18 - 99
REVIEW COPY
MAR .18 1999
NOT FOR FABRICATION
SPECIAL
REOUIREMENTS
NOTE: SEE STANDARD FITTINGS DETAILS. REFER TO
SECTION 1 FOR JOINT INFORMATION AND
SECTION 2 FOR ADAPTOR INFORMATION.
SPECIALS
COPPELL, TEXAS
Honson Concrete Products, Inc.
ow~..o. 98 - 1328 J.,, D4
REVIEW COPY
HAR 1, 8 1999
NOT FOR FABFItCATION
52 1/2" 5" 36"
4 1/2" 48"
._j'~
t 'l
PROTECTIVE COATING = 5" = ;i~~;;
APPLIED IN IEL~
FIELD ~ D WELD
.'.,.-,-. ~.-, _ j "':" ~'. '~ ,...
5/1~"5~52 12 SPLIT BUTT STRAP
ID=25 7/8"
DETAIL "A"
NOTE: PAINT INTERIOR OF BUTT STRAP
WITH NSF APPROVED PAINT IN
THE PLANT.
PC. NO. B18 ID= 24" OD CYL= 25 5/4"
RADIUS= 30.75" TANGENT= 30.75" PLATE= 3/16"
LEG 1 LEG2
LL= '3.25' LL= 3.04'
X= 8.25" Y= 5.23"
BEVEL= BEVEL=
JOINT TYPE: CYL PLAIN END JOINT TYPE: B-.t0.5 SPIG
LENGTH= O" LENGTH=
BACKUP RING: BACKUP RING:
RING ID= RING ID=
RING OD= RING OD=
CHECK LENGTH= 39" CHECK LENGTH= ,,t9 ,,t/4"
No, J BY J DATE
RL~SION
ANGLE= 90.00' FULL CUTS= 4
CUT ANGLE= 11.250' OVERALL CAN LENGTH= 62 7/16"
DISTANCE DISTANCE FROM END TO EA. CUT
AROUND ClR. CUT1 CUT2 CUT3 ~
1) O" 16 15/16" 24 1/16" 41 3/8" 48 1/2"
2) 20 1/4" 14 3/8" 26 5/8" 38 13/16" 51 1/16"
3) 40 7/16" 11 13/16" 29 3/16" 36 1/4" 53 5/8"
TYPE 3
s...,,: Dw J FITrINGS
C.EC.~D: COPPELL, TEXAS
D,,~: 3-18-99
Honson Concrete Products, Inc.
m~. ,e. gB-132B J--, D5
REVIEW COPY
HAR ,18 1999
NOT FOR FABRICATION
27 5/4" 5"
24"
52 ~/2"
CS17
24" B-303 SPIGOT x 24" B-303 BELL
CLOSURE SECTION w/SPLIT BUT[ STRAP
4 ~/2"
12"
' ~, "~ ~=.i~~:~:~i~.~~:.' . .~'~ ~,~
, r/,, ~.,,,,,,~.,,,
-'.,.'.'. ~.'.'~~~-',.'~'."..
3/16L~ ~ 12 SPLIT BUTT STRAP
ID=25
DETAIL "A"
NOTE: PAINT INTERIOR OF BU'R' STRAP
WITH NSF APPROVED PAINT IN
THE PLANT.
No, ~tY DAT[
REelSION
FITrINGS
COPPELL. TEXAS
REVIEW COPY
PIAR ~ 8 1999
NOT FOB FABRtCATK)N
2" THD. OUT. (IRON THD.)
2 1/2" 3000//STL. HALF CPLG.
2 1/2" x 2" BRASS BUSHING
2" BRASS PLUG
2 TO
OMIT MORTAR LINING &COATING " . .
3/16"1~ DISHED HD.
,TEMPORARY TEST PLUG
DISHED CLASS REMARKS
PC. NO. SIZE-TYPE HD.' O.D.
TP1 24" B-303 25 3/4" 150 w/2" T.O.
, lio. I BY ~ DATE
RID/1SION
~'~E: ~-~8-99
FITI'INGS
COPPELL, TEXAS
ClFFORD'HILL-AIdERICAN, INC.
Lwc. ,o. 98-132B )s,~ D7
REVIEW COPY
HAR .18 1-qgq
NOT FOR FABRICATION
17 30 1/2"
_1
t~
rn
0
I
108 1/2"
52"
26" 40" 12"
4 ~/2"
24" B-303 SPIGOT
3/~6"~
' ' 0D=25 3/4'
24" B-303 BELL x 24" CYL PE x 24" B-303 SPIGOT
TEE w/24" CPE x 12" MJPE REDUCER A17'D
w/r' l.O.
G 3/8"E
0D=13 3/16'
OCPE=41 7/16"
Q 1" THD. OUT. (IRON THD.)
I I/4- 30001~ STL. HALF CPLG.
1 'l/4"x 1" BRASS BUSHING
!" BRASS PLUG
~ ~, ® ~, /T\
~"'J <~ / \
T9 S /~\
__
NO. J BY
SHEET LAYOUT
R[VISION
CHECKEO:
~TE: 3-18-99
FITrINGS
COPPELL, TEXAS
J:ns.o~n concrete Products, Inc.
98-132B J s.~ D8
REVIEW COPY
lIAR .18 1999
NOT FOR FABRICATION
"o.I
ID. OF NO. OF O,D. OF
OPENING FLANGES CYLINDER
'A" REO'D. "8"
Y `11/[
4" 4 1/2'
6" S 5/S'
8"
Io'
12" 13 3/8"
14' 15
16" 17 `1/B"
IB" 19 25/32'
20" 21 25/32'
24" 2 25 3/4"
30" 31 7/8"
36" 37 7/8"
42" 43 7/8"
MANUFACTURING TOLERANCES:
'1
RING FLANGES
THICKNESS
OF CYL. "D"
SCH, 40
SCH. 40
SCH. 40
3/16" 12"
3/1~'
CLASS
12'
D RING FLANGE SCHEDULE
O.D. OF B.C, OF THICKNESS NO. OF DIAMEIER
FLANGE FLANGE OF FLANGE BOLTS OF
'E" "F "G" REO'D. BOLT HOLES
STD 150//SLIP OIl FLG
s/8'
~1/16"
1~/m6"
,s/,6'
,..
,/,~'
,/r
1/4"
s/s"
3/4'
9' 7 I/2"
11' g I/2'
13 1/2' 11,3/4"
16' 14 I/4"
19" 17'
21" 18 3/4"
25 I/2' 21 I/4"
25" 22 3/4"
27 I/2'
32' 29 I/2"
.18. 3/4' 36'
46' 42
53" 49 I/2"
INSIDE DIAMETER OF FLANGE ........ +1/16"
OUISIDE DIAMETER OF FLANGE ....... i I/8'
INSIDE CIRCUMFERENCE FLATNESS..O.010"
COATING LIMITATIONS
D + 3/8" FLANGE MAX. COATING
'G'-~ [T-5~ SIZE THICKNESS "H"
I' ' 3" -8' 3/8"
__
.Z~ 10"--48" COATING DELETED
\'%.'%.'%. I// ,~ ,"
I · I' ,,, s
·
3/B'JJ N~PPLE J ,~ b
LENGTH 'D' '
8" I.D. & LARGER*
4
8
8
8
12
12
12
16
16
20
20
28
32
36
3/4"
7/a"
7/B"
t"
r'
,/s'
,/a"
I/4"
,/4"
s/r
DIAMETER
OF SIZE
BOLTS
s/s"
5/8" 4"
3/4" ~ x~'
5/4" 8'
7/~' Io"
7/5' 12"
I" |4'
I/~ 18"
i/~ 2~'
m/4'
,/4" 3~'
1/2'
I/~
THICKNESS OF FLANGE,.,+I/8"
BOLT CIRCLE .................. i 1/16"
OUTSIDE CIRCUMFERENCE FLATNESS...O.020'
· FOR OUTLETS 6" AND SMALLER, OMIT
LININC AND PAINT WITH BITUMASTIC SUPER
TANK SOLUTION.
NOTE 1: THESE FLANGES CONFORM TO
AWWA C207 CLASS D. TABLE 2-
NOTE 2: DRILLING CONFORMS TO
ANSI B 16.1 CLA55 125.
RIZVlSKN
(~A ~2g-I (R 81951
BLIND AND/OR REDUCING FLANGES
NO. & DIA. B.C. OF SEE
OF FLANGE DETAIL
BOLT HOLE5 "r' NO.
4 - 3/4" ~
8 · `1/4" 7 I/2"
8 · 7/8" 9 1/2"
8 . 7/5' ,, 3/4"
12' 1" 14 1/4"
12 - I' 1T'
,2.11/~ ,8 3/4"
as., ,/a' 2, ,/4-
16' 1 I/4' 22 3/4"
20' 1 I/4' 2~'
20' I 3/5 29 1/~
28' I 3/~ 36"
NO. OF OD- OF THICKNESS
FLANGES FLANGE OF FLG.
REO'D "~' "~
STD 150~ BLIND FLC.
9" 0.625"
11" 0.692'
15 1/2" 0,80~
16" 0.947"
19" I.I10'
21" 1.127'
23 I/2" 1.25~'
2~' 1.326"
27 1/2" 1.44~'
32" 1.65T
38 3/~ 2.00~'
ALL FLANGE GASKETS SHALL BE FULL FACE 1/8" THICK RUBBER
UNLESS OTHERWISE NOTED.
FLANGE SCHEDULE
COPPELL. TEXAS
FLG. SCHD, NO.I
Henson Concrete Products, Inc.
~. ~.98-132B )s~D D9
J
REVIEW COPY
NAR .18 1999
NOT FOR FABRICATION
d
RFV, B','
QUANTITY
3 EA.
3 EA.
3 EA.
I EA.
1 EA.
1 EA.
1 EA.
1 EA.
DArE
SIZE
f.
1" x 3/4"
3/4"
11/4"
I 1/4"Xl"
f,
2 ~/2"
2 V~"x 2"
2"
1
I m/4" x 1"
1" x 3/4"
314"
I I/2"
1 s/2" x 1
11/4" x I"
1"
O.DD.H. =
25 3/4"
O.D.D.H.=
lO~ CAN
s/a"~
24" B-303
ADDITIONAL MATERIAL
DESCRIPTION
3000# STL. HALF CPLC.
BRASS BUSHIr,IG
BRASS PLUG
3000# STL. HALF CPLG.
BRASS BUSHING
BRASS PLUG
,5000# STL. HALF CPLG,
BRASS BUSHIHG
BRASS PLUG
5000Jr STL, HALF CPLG.
BRASS BUSHING
BRASS PLUG
3000# STL. HALF CPLG.
NYLON BUSHING
BRASS BUSHING
BRASS PLUG
3000# STL. HALF CPLG.
NYLON BUSHING
BRASS BUSHING
BRASS PLUG
1/4 "1~ DISHED HEAD (WP=150 PSI)
CR=IO0% Ke=6~
S.F.= 2" NO PAPER
"IB DISHED HEAD (WP= PSI)
CR = 100~, KR =6%
S.F.= 2" NO PAPER
JOINT LUBRICANT
MILD STEEL ROD FOR WELDED JOINTS
FLEX-PROTEX
3" CPLG w/PLUG (FOR 6"x3" TORF)
QUANTITY
QUANTITY
19 EA
2EA
2EA
SIZE DESCRIPTION
JOINT WRAPPER SCHEDULE
PIPE TYPE OF PIPE
WIDTH 51ZE B-303 L-301 E-301
7" 24' x
12" 27" x
18" 24" x
12~ 16" x
REMARKS
24" FLANGE & MJPE
24' I~IUI'[ ~TRAP
12" FLANGE & MJPE
Pt"VISlON
DRAWN BY: DW
CHECKED:
DATE: 3-18-99
ADDITIONAL MATERIAL
COPPELL, TEXAS
HANSON Concrete Products. Inc.
DWG. NO. 98-132B I SHT. D10
_J