HomeMy WebLinkAbout31821A; VISTA/ CARLSBAD INTERCEPTOR SEWER; SUBMITTALS;L 60UTPWF6T
- CON YPUCTION, INC. LICENSE 730824
__________
January 11, 1999 ***Via Hand Deliver***
RECEIVED
City of Carlsbad 1
2075 Las Palmas Drive
Carlsbad, CA 92009
JAN 1 11999
Attn: Lupe Aquinaga CITY OF CARLS?)
Re: Jefferson Street 12 " Water Main and Reach 5A, Vista/Carlsbad
Interceptor Sewer Replacement Project.
Contract No. 31821A-35331
CMWD Project No. 94-101
Submittal # 024-Ri
For: Cal Southwest Construction, Inc.
Description: 12" fabricated pipe strap
Reference: Detail 1, Sheet 11
I
Use: 12" CMLC steel pipe in bridge soffit
• MAIL: P.O. BOX 261460 (619) 586-9293 STREET: 8996 MIRAMAR RD., STE. 210
SAN DIEGO, CA 92196 (619) 586-9298 FAX SAN DIEGO, CA 92126
I2;01:08 10:01' PAX 610,23$48
o -4-Q 1
U'
fllç
(/1
I
In
(p.
W..
1,1
L-
a)
LI —j
'p
-1•
It)
r
WESTERN STCCL
E0d . • ..
t7t:Ct G6Lo-uTr
-.•','1.0JonhIA
CA I DUTqWEY
CON 6TPUCTION, INC. LICENSE 730824
***Via Hand Deliver ***
December 14, 1998
City of Carlsbad
2075 Las Palmas
Carlsbad, CA 92009
Attn: Lupe Aguinaga
Re: Jefferson Street 12 "Water Main and Reach 5A, Vista/Carlsbad
Interceptor Sewer Replacement Project.
Contract No. 31821A-35331
CMWD Project No. 94-101
Submittal #: 023-OR
For : Cal Southwest Construction, Inc.
Description: Ductile Iron Fittings, Spools, Victaulic Flanges
Reference: Offset detail drawings
Use: Pipeline offsets, bridge soffit access openings
File:\WordDocs\980009\Submittals\35
MAIL: P.O. BOX 261460 (619) 586-9293 STREET: 8996 MIRAMAR RD., STE. 210
SAN DIEGO, CA 92196 (619) 586-9298 FAX SAN DIEGO, CA 92126
-
IMDE IN THE -
71USA)
Tyler Pipe/Utilities Division 9 P.O.Box 2027 • Tyler, Texas 75710 9 (903) 881-5511
ra
rnr
DUCTILE IRON Cl 10
FLANGED FITTINGS
SAMPLE SPECIFICATION
DUCTILE IRON FITTINGS shall be produced in accordance with all applicable terms and provisions of ANSI/AWWA C1 10. They shall
conform to details and dimensions published therein and shall be adequate for water pressure of 250 lbs. P.S.I.
a
NOTE: No flange joint
material furnished.
FLANGE DETAILS
Nominal
Pipe Size
Inch
-
Flange
O.D.
Dia. of
Bolt
Circle
Flange
Thickness
I
Bolt Hole
Diameter
Number
of Bolts
Bolt Dia.
and Lengths
2 6 4.75 .62 .75 4 /x2'/
3 7.5 6 .75 .75 4 5/11 x2'/
4 9 7.5 .94 .75 8 5/ex 3
6 11 9.5 1.00 .875 8 3 /4x31/2
8 13.5 11.75 1.12 .875 8 3 /4x3'/2
10 16 14.25 1.19 1.00 12 7/8x4
12 19 17 1.25 1.00 12 7/x4
14, 21 18.75 1.38 1.125 12 1x4'/2
16 23.5 21.25 1.44 1.125 16 1 x4'/2
18 25 22.75 1.56 1.25 16 1'/8x5
20 27.5 25 1.69 1.25 20 1'/ax5
24 32 29.5 1.88 1.375 20 1'/4x5'/2
30 38.75 36 2.12 1.375 28 1'/4x6'/2
NOTE: Drilling- templates are in multiples of four, so that fittings may be made to face in any
quarter. Bolt holes shall straddle the center line.
BENDS
Note: Base Bends are on page 35 and 36, reducing and long radius 900 bends are on' page 35.
A
IV 7 tR
A
R
A
900 Bends (1/4) 450 Bends (1/8) 22'/20 Bends (1/16) 111/40 Bends (1/32)
Dimensions Dimensions Dimensions Dimensions
Size R A Weight R A Weight R A Weight R A Weight
3 . 4 5.5 25 3.62 3 20 7:56 3 .20 15.25 3 20
4 4.5 6.5 45 ' 4.81 4 40 10.06 4 '40 2031 .4 40
6 6 8 65 7.25 5 55 15.06 5 55 30.5 5 55
8 7 9 105 8.44 5.5 90 17.62 5.5 90 35.5 5.5 90
10
9 11 165 10.8a.6.5---130. 22.62 6.5 130 45.69 6.5 130
10 12 235 125 7.51957 27.67 7.5 195 55.81 75 195
14 11.5 14 330 1 206 7.5 245 .25.12 7.5 250 50.75 7.5 245
16 12.5 15 430 13.25 8 315 27.62 8 315 55.81 8 315
18 14 16.5 530 14.5 8.5 375 30.19 8.5 385 60.94 8.5 385
20 15.5 18 685 16.88 9.5 485 35.19 9.5 505 71.06 95 505
24 18.5 22 1.085 18.12 11 730 37;69 11 755 . 76.12 11 760
30 21.5 25 1755 27.75 15 1335 ... ... ... 116.75 ^15 1395
ANSI/AWWAC11O/A21.1OANSI/AWWAC111'/A21.11
Tyler Pipe/Utilities Division 0 P.O. Box 2027 • Tyler, Texas 75710 *,(903) 882-5511 2-16-97
DUCTILE IRON Cl 10
FLANGED FITTINGS
TEES, REDUCING TEES, CROSSES
"T1
u u• kd
Straight Tees, Reducing 'Reducing *Reducing on 'Bullhead Straight and
on Branch Tees on Run Run and Branch Tees Reducing Crosses
Size Dimensions Weights Size Dimensions Weights
Run Run Branch H J Tee Cross Run Run Branch H J Tee Cross
3 3 2 4.5 4.5 35 ... t12 8 8 14.0 14.0 375
3 3 3 5.5 5.5 40 50 t12 8 12 14.0 14.0 420
4 3 3 6.5 5.5 55 ... t12 10 6 14.0 14.0 390
'4 4 2 6.5 6.5 50 ... t12 10 8 14.0 14.0 400
4 4 3 6.5 6.5 60 70 t12 10 10 14.0 14.0 420
4 4 4. 6.5 6.5 60 80 t12 10 12 14.0 14.0 440
4 4 6 8.0 8.0 90 ... 12 12 4 12.0 12.0 290 310
6 4 4 8.0 8.0 85 ... 12 12 6 12.0 12.0 295 320
6 4 6 8.0 8.0 90 ... 12 12 8 12.0 12.0 310 345
'6 6 2 8.0 8.0 85 ... 12 12 10 12.0 12.0 360 415
6 6 3 8.0 8.0 85 95 12 12 12 12.0 12.0 385 460
6 6 4 8.0 8.0 90 110 '14 14 4 14.0 14.0 410
6 6 6 8.0 8.0 95 120 14 14 6 14.0 14.0 420 450
6 6 8 9.0 9.0 140 ... 14 14 8 14.0 14.0 435 475
8 6 4 9.0 . 9.0 130 ... 14 14 10 14.0 14.0 450
8- 6 6 9.0 9.0 135 ... 14 14 12 14.0 14.0 470 555
8 6 8 9.0 9.0 145 ... 14 14 14 14.0' 14.0 500 595
'8 8 3 9.0 9.0 130 140 '16 16 4 15.0 15.0 525
8 8 4 9.0 9.0 140 155 16 16 6 15.0 15.0 540 565
8 8 6 9.0 9.0 145 165 16 16 8 15.0 15.0 555 590
8 8 8 9.0 9.0 155 195 16 16 A0 15.0 15.0 565 620
8 8 10 11.0 11.0 260 ... . 16 16 12 15.0 15.0 590 665
8 8 12 12.0 12.0 310 ... 16 16 14 15.0 15.0 610
tl0 6 6 13.0 13.0 . 275 ... 16 16 16 15.0 15.0 635 755
tio 6 10 13.0. 13.0 305 ... 18 18 6 13.0 15.5 560
tl0 8 6 13.0 13.0 280 ... 18 18 8 13.0 15.5 570
tl0 8 8 13.0 13.0 295 ... 18 18 10 13:0 15.5 585
tl0 8 10 130 13.0 325 ... 18 18 12 13.0 15.5 605 670
10 10 4 11.0 11.0 205 220 18' 18 14 16.5 16.5 740
10 10 6 11.0 11.0 215. 240 18 18 16 16.5 16.5 760
10 10 8 11.0 11.0 225 265 18 18 18 16.5 16.5 785 915
10 10 10 11.0 11.0 270 330 Not included in AWWA Cli 0 10 10 12 12.0 12.0 355 ... t Hand J dimensions are two-inches longer than straight tees.
t12 6 6 14.0 14.0 340
t12 6 8 14.0 14.0 360
Adlikk t12 8. 6 14.0 14.0 355
ANSI/AWWAC1I0/A21.10, ANSI/AWWA C1 1/A21.11
2-16-97 Tyler Pipe/Utilities Division 9 P.O. Box 2027 • Tyler, Texas 75710 0 (903) 882-5511 . 3
DUCTILE IRON Cl 10
FLANGED FITTINGS
REDUCERS
Concentric Reducer
• D Size D' Dimensions Wts
L
3 2 ..6 .16
42 7 25
4 3 7 30
6 2 9 30
6 3 9 40
6 4 9 45
6 5 9 52
8. 3 11 60
8. 4 11 65
.8 5 11 70
8 6 11 75
10 4 12 . 85
10 6 12 90
10 8 12 110
12 4 14 120
12 6 14 130
12 8 14 145
12 10 14 170
14 6 16 165
14 8 16 185
14 10 16 205
14 12 16 235
16 6 18 210
16 8 18 230
16 10 18 255
16 12 18 285
16 14 18 315
18 8 19 265
18 10 19 290
18 12 19 320
18 14 19 350
18 16 19 385
20 10 20 340
20 12 20 375
20 14 20 405
20 16 20 445
20 18 20 470
24.12 24 535
24 14 24 565
24 16 24 610
24 18. 24 645
24 20. 24 695
30 16 30 945
30 18 30 970
30 20 30 1035
30 24 30 1155
D.I
Eccentric Reducer
Size Dimensions Wts
D D' L
4 3 7 30
6 3 9 40
6 4 .9 45
8 4 11 65
8 6 11 75
10 6 12 90
10 8 12 110
12 6 14 130
12 8 14 145
12 10 14 170
16 6 18 210
16 8 18 230
16 10 18 255
16 12 18 285-
16 14 18 315
18 8 19 265
18 10 19 290
18 12 19 320
18 14 19 350
18 16 19 385
20 10 20 340
20 12 20 375
20 14 20 405
20 16 20 445
20 18 20 470
24 12 24 535
24 14 24 565
24 16 24 610
24 18 24 645
24 20 24 695
fMil
TEES, REDUCING TEES, CROSSES (Contt)
Run
Size
Run Branch
Dimensions
H J Tee
Weights
Cross
20 20 6 14.0. 17.0 710
20 20 8 14.0 17.0 720
20 20 10 14.0 17.0 735
20 20 12 14.0 17.0 755 820
20 20 14 14.0 17.0 770
20 20 16 18.0 18.0 950 1065
20 20 20. 18.0 18.0 1005 1175
24 24 6 15.0 19;0 1000
24 24 8 15.0 19.0 1010
24 24 10 15.0 19.0 1020
24 24 12 15.0 19.0 1040 1100
24 24 14 15.0 19.0 1050 1125
24 24 16 15.0 19.0 1070 1160
24 24 18 22.0 22.0 1470
24 24 20 22.0 22.0 1510 1695
24 24 24 22.0 22.0 1585 1850
'30 30 6 18.0 23.0 1725
30 30 .12 18.0 23.0 1780
30 30 18 18.0 23.0 1815
30 30 24 25.0 25.0 2475 2695
30 30 30 25.0 25.0 2615 2985
'Not included in AWWA Cli 0
FLANGE AND FLARE
[?1
I- D -
'Flange and Flare 90° Ell . 'Flange and Flare Piece
Dimensions Dimensions Size D X -Y Weight Size D L Weight
3 7.5 5.5 8.5 25 3 7.25 8 20
4 9.0 6.5 9.5 40 4 9.00 8 30
6 11.0 8.0 12.0 70 6 11.00 8 40
8 13.5 9.0 13.0 110 8 13.50 10 70
10 16.0 11.0 15.0 175 10 16.00 10 95
12 19.0 12.0 16.0 245 12 19.00 12 155
14 21.0 14.0 22.0 450 14 21.00 12 225
16 23.5 15.0 23.0 545 16 23.50 16 330
18 25.0 16.5 24.5 675 .18 25.00 16 355
20 27.5 18.0 26.0 860 20 27.50 18 460
24 32.0 22.0 30.0 1195 24 32.00 18 635
Not included in AWWA C 11
ANSI/AWWA C1 10/A21.10, ANSI/AWWAC1 11/A21.1 I 4 Tyler Pipe/Utilities Division' P.O. Box 2027 • Tyler, Texas 75710 • (903) 882-5511 2-16-97
BENDS
,•A•••
I '90° Reducing
True Wye Bend (1/4)
Size Dimensions Size Dimensions Dimensions Run Branch H J Weight Stem Branches X Y Weight Size A Weight.
3 3 10 3 45 4 4 6.5 3.0 50 4x3 6.5 35
4 3 12 3 65 6 4 8.0 3.5 75 6x4 8 55 4 4 12 3 75 6 6 8.0 3.5 80 8x4 9 75 6 4 14.5 3.5 105 8 6 9.0 4.5 120 8x6 9 90 6 6 14.5 3.5 115 8 8 9.0 4.5 125 10x6 11 125 8. 4 17.5 4.5 165 Not included in AWWA Cii 0 10x8 11 150 8 6 17.5 4.5 175 12x6 12 165
8 8 17.5 4.5 200 12x8 12 190 10 4 20.5 5 240 12x10 12 220 10 6 20.5 5 250 Not included in 10 8 20.5 5 275 AWWAC11O
10 10 20.5 5 300
12 • A 24.5 5.5 355
. BASE BENDS, BASE TEES
12 8 24.5 5.5 395 - 12 10 24.5 5.5 420
12 12 24.5 5.5 460
14 6 27 6 500
14 8 27 6 525 t -.
14 10 27 6 555 X u
1A 19 97 A 600 ji--
wrPZAMAP
*WYES
S450 Wye
DUCTILE IRON Cl 10
FLANGED FITTINGS
'90° Long Radius Bend (1/4)
Dimensions Size R A Weight
3 6.25 7.75 28.
4 7 9 50
6 9.5 11.5 80
B. 14 14 140
10 16.5 16.5 230
12 17 19 325
14 19 21.5 475
16 21.5 24 630
Not included in AWWA Ci 10
14 14 27 6 640
16 6 . 30 6.5 655 90° Base Bend (1/4) '90°Long Radius Base Bend (1/4) Base Tees 10 0 31 0.3
16 10 30 6.5 715 Support
16 12 30 6.5 755 . Dimensions Pipe Weight Size X S U Size 900 90°LR Tee 16 14 30 6.5 800 3 4.88 5 .50 1.5 35 38 50 16 16 30 6.5 850 4 5.5 6 .50 2 55 60 70 18 8 32 7 820 Bends
__
Base 6 7 7 .62 2.5 85 100 115 18 10 32 7 855 .. 8 8.38 9 .88 4 . 145 180 195 18 12 32 . 7 895 order 10 9.75 9 .88 4 210 275 315 18 14 32 7 ___________ 940
. 12 11.25 11 1.00 6 300 390 450 18 16 32 7 990 14 12.5 11 1.00 6 400 580 570 18 18 32 7 1035 Bases are 16 13.75 11 1.00 6 505 740 710 20 10 35 8 1095 furnished
faced , 18 15 13.5 1.12 8 645 ... 900 20 12 35 8 1130
.•. 20 16 13.5 1.12 8 805 ... 1125 20 14 35 8 1170 24 18.5 13.5 1.12 8 1215 ... 1715 20 16 35 8 1220 30 23 16 1.15 10 . 1945 20 20 35 8 1345
Not included in AWWA Cli 0 Not included in AWWA Cl 10
ANSI/AWWA Cl 10/A21.10, ANSI/AWWA C1 1/A21.1 1 2-16-97 Tyler Pipe/Utilities Division 9 P.O. Box 2027 • Tyler, Texas 75710 • (903) 882-5511 5
mM
fl#ftff DUCTILE IRON C 11
FLANGED FITTINGS
* REDUCING BASE BENDS FLANGES
I 1- -!
0 _ Tap I
Reducing Flange for Steel Pipe With Optional 2" Taps
-lit R,a,iirn,ti
X
":
Flange for Steel Pipe Under 12" Blind Flange
s
Bose Under Base Under
Large End Small End
Dimensions
Size X S U Weight
4x3 5.5 6 .50 45
6x4 7 7 .62 75
8x4 8.38 9 .88 115
8x6 8.38 9 .88 135
10x6 9.75 9 .88 170
10x8 9.75 9 .88 195
12x6 11.25 11 1.00 230
12x8 11.25 11 1.00 255
12x10 11.25 11 1.00 285
* Not included in AWWA Cl 10
* FLANGE SLUDGE SHOE
Flange Sludge Shoe
Flange for DI Pipe 12" and Larger Blind Flange
Reducing Flange for DI Pipe With Optional 2" Taps
Size 0
Dimensions
Q X Y Z Steel Dl
Weight
Blind Blind Tap
2 6 .62 . ... 1 4.75 4 4
21/2 7 .69 ... 1.13 5.50 6
3 7.5 .75 1.8 1.19 6.00 7 7 8 8
4 9 .94 1.89 1.31 7.50 12 12 14 14
6 11 1.00 2.1 1.56 9.50 171 17 25 25
8 13.5 1.12 2.31 1.75 11.75 25 25 40 40
10 16 1.19 2.52 1.94 14.25 35 35 60 60
12 19 1.25 2.73 2.19 ... 55 55 80 80
14 21 1.38 2.875 2.25 ... ... 75 110 110
16 23.5 1.44 3.188 2.5 ... ... 95 145 145
18 25 1.56 3.125 2.69 ... ... 105 190 190
20 27.5 1.69 3.5 2.88 ... ... 135 250
24 32 1.88 3.687. 3.25 ... ... 160 370 370
30 38.75 2.12 4.875 ... ... ... 255 580 580
NOTE: All flanges conform to ANSI/AWWA Cl 15/A21.15 Standards.
- Dl Reducing Flange Dl Reducing Flange
Threaded For Steel Pipe Threaded For Cast Iron Pipe
Dimensions
Size D X Y Weight
3 5.75 12 6 25
4 7.00 12 6 35
6 7.87 12 6 45
8 10.12 12 6 65
10 12.25 12 6 85
12 15.25 12 6 120
* Not included in AWWAC11O
Tap x O.D. Size & Tap Weight
3x9 (4x3) 16
4x11 (6x4) 21
4x13'/2 (8x4) 37
6X13'/2 (8x6) 31
6x16 (10x6) 50
6x19 (12x6) 60
8x16 (10x8) 55
10x19 (12x10) 72
Top xO.D. Size &Tap Weight
3x9 (4x3) 16
4x11 (6x4) 25
4x13V2 (8x4) 40
6x13'/2 (8x6) 35
8x16 (10x8) 50
8x19 (12x8) 85
ANSI/AWWA C110/A21.10, ANSI/AWWA 1111/A21.11
6 Tyler Pipe/Utilities Division 9 P.O. Box 2027 9 Tyler, Texas 75710 • (903) 882-5511 2-16-97
3" ......................1/2"
411-611 ................3/4"
8" ......................1-1/4"
1011 -1611 ............1-1/2"
1811 -30" ............2" 90° Elbow, Straight Size
45° Elbow
il
90° Bose I
Base Tee
Tee, Straight Size
Tee, Reducing Size
mM
Size
Rated Working
Pressure
No. of Set
Screws
Bolt
Circle
No. of Bolt &
Nuts
Size
of Bolt
Bolt Hole
Dia.
3 250 4 6.00 4 /8x2'/2 3/4
4 250 4 7.50 8 /x3 3/4
6 250 8 9.50 8 /4x3'/2 7/
8 250 8 11.75 8 3/401/2 7/8
10 250 12 14.25 12 7/8x4 1
12 150 12 17.00 12 7/x4 1
DUCTILE IRON Cl 10
- FLANGED FITTINGS
DUCTILE IRON ADAPTER FLANGE
Cost Iran D F C.
Pipe OD +.06 +.07
Size +.06 or -.06 -.04 -.03 Weight
3 3.96 4.94 4.06 .94 7
4.80 6.02 4.90 1.00 10
6 6.90 8.12 7.00 1.06 14
8 9.05 10.27 9.15 1.12 22
10 11.10 12.34 11.20 1.19 30
12 13.20 14.44 13.30 1.25 40
All set screws are 5/a" 90 lb. torque head.
Wall Thickness Note: Installations suggestions are based on use
with class 53 ductile iron pipe; results may vary if different
classes or other pipe is used.
LOCATION OF TAPPED HOLES FOR DRAINS WHEN SPECIFIED
AWWA C1 10 Flanged Fittings
TAP LOCATIONS Eccentric Reducer
Fittings Tapped to ANSI B 16.1
Fittings can be supplied with taps sized and located to ANSI
Bi 6.1 and MSS4-45. Specify fitting size, tap location by letter
(refer to drawings) and tap size by NPT dimension, on order.
ANSI/AWWA C1 10/A21.10, ANSI/AWWA CI 1/A21.11
2-16-97 Tyler Pipe/Utilities Division 9 P.O. Box 2027 0 Tyler, Texas 75710 • (903) 882-5511
8 Tyler Pipe/Utilities Division • P.O. Box 2027 • Tyler, Texas 75710 • (903) 882-5511 2-16-97
FLG. DETAIL
I FLANGED PIPE I
SCALE: NONE I DATE:
FAST FABRICATORS, INC.
LOUISVILLE, KY HARTFORD, CT
COLUMBIA, Sc WASHINGTON, D.C.
BATON ROUGE. LA LAKEI.AND, FL Fabricators, Inc.
G
[çLG.] FLG. xM.J.
FLG. xPE.
S
Z E
-
A - C 00 - E - 6 H
-
HOLES
_F.) j --
K
--
L OF
HOLES
--
M - p
MIN.
----
MAX. MIN. MAX. MIN. BO BOLT MAX. MIN. MAX. MIN. MAX.
3 • 0.31 3.90 4.02 6.00 7.50 0.63 0.87 4 0.75 1 6.13 6.25 0.88 0.94 4 0.75 0.81 1 2.50
4 A 0.32 4.74 4.86 7.50 9.00 0.82 1.06 8 0.75 7.44 7.56 0.94 1.00 4 0.875 0.9351 2.50
6 S 0.34 6.84 6.96 9.50 11.00 0.88 1.12 8 0.875 9.44 9.56 1.00 1.06 6 0.875 0.935 2.50
8 • 0.36 8.99 9.11 11.75 13.50 1.00 1.24 8 0.875 11.69 11.81 1.04 1.12 6 0.875 0.935 2.50
10 0.38 11.04 11.16 14.25 16.00 1.07 1.31 12 1.00 13.94 14.06 1.11 _1.19 -13-.0.875 0.935 2.50
12 H 0.40 13:14 13.26 17.00 19.00 1.13 1.37 12 1.00 16.19 16.31 1.17 1.25 8 0.875 0.935 2.50;
14 E 0.42 15.22 15.35 18.75 21.00 1.19 1.57 12 1.125 18.69 18.81 1.19 1.31 10 0.875 0.935 3.50
16 0 0.43 17.32 17.45 21.25 23.50 1.25 1.63 16 1.125 20.94 21.06 1.26 1.38 12 0.875 0.935 3.50
18 U 0.44 19.42 19.55 22.75 25.00 1.37 1.75 16 125 123.19 23.31 1.32 1.44 12 10.875 0.9351 3.50
20 I 0.45 21.52 21.65 25.00 27.50 1.50 1.881 20 1.25 25.44 25.56 1.38 1.50 14 10.875 0.9351 3.50
24 R 0.47 25.72 25.85 29.50 32.00 1.69 2.07 20 1.375 29.94 30.06 1.50 1.62 16 0.875 0.9351 3.50
0.51 31.94 32.08 36.00 38.75 1.87 2.37 28 1.375 36.82 36.941 1.69 1.81 20 1.125 1.185 4.00
0.58 38.24 38.38 42.75146.001 2.13 2.63 32 1.625 43.69 43.81 1.88 2.00 24 1.125 1.1851 4.00
Tolerance on length of FLG. x FLG. and FLG. x M.J. pipe shall be ±0.125".
Tolerance on lenth of FLG. x RE. pipe shall be ±0.25".
Above materials shall meet all applicable sections of ANSI A 21.10, A 21.15, A 21.51,
132.1, 1316.1 /AWWAC110, C115, C150, C151, and all revisions thereto.
Flanged pipe shall be made of ductile-iron pipe with cast-iron flanges threaded on.
S. Linings, if required, shall be in accordance with ANSI A 21.4.
6. The mechanical joint bell for 30" & 36" sizes of ductile-iron pipe have thicknesses different from
those shown in ANSI A 21.11, Which are based on gray iron pipe. These reduced
thicknesses provide a lighter-weight bell which is compatible with the wall thickness of ductile
iron pipe.
7 Submitted material only. Consult engineer for application.
O.bI5awate Sy,tem Caronenb
CLAS5flEDBY
Underwriters Laboratories Inc!
Ina- cardonce 5h
standa,d ANSIN5F6I-I99I "Va
Manufactured by Fast Fabricators. Inc.
W.
r
CERTIFICATE OF COMPLIANCE TO STANDARDS
Fast Fabricators' pipe and fittings are manufactured to the following standards:
The flanged pipe is manufactured with class 53 pipe in accdrdance with AWWA/ANSI
C115/21.15 and drilled to meet ANSI 1316.1 Standard. .
The pipe is manufactured in accordance with all applicable requirements of
ANSI/AWWA Standard C151/1 21.51.. . .
.
.
The pipe groove depth dimension is manufactured in accordance with all applicable
requirements of ANSI /AWWA Standard C606. . .
The pipe and fitting cement lining is manufactured in accordance with.the
requirements of ANSI/AWWA C104 / A21.4. . . . I.
The exterior of the underground pipe will be coated with asphalt tar in accordance
with ANSI/ AWWA C1 04/21-4. . . . . .
All coating and lining for exterior piping, and all Iining.for interior. piping, is certified to
be in compliance with. NSF 61 for potable water. Conforms to ANSI /AWWA
C104/21.4. .
All flange fittings are manufactured in accordance with ANSI/AWWA C1 0/A21. 10
and are drilled to meet ANSI:B16.1 Standard.
All flanged fittings and flanged pipe will. be coated with a primer compatible with the
top coat specified in the contract documents conforms to ANSI/AWWA Cl 04/21.4..
All underground fittings will be manufactured n. accordance.with ANSI/AWWA
C153/A21 .53 and cement lined in accordance with AWWA/ANSI Cl 04/A21.4.
Sean Sullivan, President
Fast Fabricators, Inc.
Fabricators, Inc.
Headquarters: Fast Fabricators, 146 Hamilton Ct., Louisville, KY 40229
EMail: fast1ab corn
Vic-Flange Adapter.
Sealing Surface
Nam Sealing Surface Nom. Sealing Surface Nam. Seating Surface
- Size -
Inches/mm Size Inches/mm Size Inches/mm
W 'B" "A" - "B" "A" 1 "B In. In. In. mm Max. Mm. mm Max. Mm. mm Max. Mm.
2 2.38 - 41 6 63 - 78 14 ö 16.39 50 60 87 150 168 198 350 356 416
21A 2.88 3.91 - 6½ 6.50 7.66 16 16.00 18.39 65 73 165 195 400 406 467
-- _o- - 53 8 -- -- - 94 - 18 5 20.00 80 89 115 200 219 252 450 457 508
-i-- -- - 53 10 -- 75 - T 20 20.00 22.50 100 114 141 250 1 273 313 500 508 572
56 671 12 1275 14.31 24 2400 2775 125 141 171 300 324 364 600 610 705
Style 743 Vic-Range must be ordered as a factory assembly when connected t6ä Victaulic fitting or valve Contact Victaulic for details j 4' Bolts required to be supplied by Installer, may be ordered from Victaulic' Boll sizes for con
vent lonal flange-to-flange connection.' Longer bolls-required when Vic-Range is
Utilized with wafer type valves t'j ' -
Draw bolts supplied with ,1424' (350- 600 mm) Vic-Flange adapters.
IMPORTANT NOTES: Style 741 Vic-Flange adaptwis prOvIde rigid Joints when used an pipe with standard cut or, roll groove dimensions and consequently allow no linear or angular
movement at the ioint. When used with Victaullc Series 700 butterfly valves,' plastic pipeor,
light wall metallic pipe, small teeth in I.Oof key section should be removed and may be used
on one side of the valve, Contact Victaulic for information on AS2129
Table E: ISO 2084 (PN1O); DIN 2532(PN10) and JIS B-2210 (10K) flangés.l- Because o! the outside flange dimension. Vic-Ftange should not be used within 9O of one
another on a standard fitting: When wafer or lug-type valves are used adjoining a Victaulic
fitting check disc dimensions to assure proper clearance & 9'J Vic-Flange adapters should not be used as anchor points for lie-rods across non-restrained
toints Mating rubber faced flanges valves etc require the use of a Vic Flange washer
Vic-Flange gaskets must always be assembled with the color coded lip on the pipe and the
other lip facing the mating flange (i9 t.'if LJ_
~tyle 741
Vic-Flange! Adapter..J
ANSI Class 125 & 150 Flange
Sizes 2- 12' (50 - 300 mm)
Aprx. Nom. Work Weight Size
Max.
HInches/mm
Pres.Each In. PSI.Lbs. mm kPa kg
2 300 6.75 0.75 3.1 50 2065 172 19 1.4
21/2 300 7.88 0.88 4.7 65 2065 200 22 2.1
3 300 8.44 0.94 5.4' 80 2065 214 24 2.4
4 300 9.94 0.94 7.7 100 2065 252 24 3.5
5 300 11.00 0.94 9.3 125 2065 279 24 4.2
6 300 12.00 1.00 10.3 150 2065 305 25 4.7
6hf 300 1.00 10.0 2065 + 25 4.5
8 300 14.63 1.13 16.6 200 2065 372 1 29 1 7.5
10 300 17.19 1.19 24.2 250 2065 437 30 11.0
12 300 20.25 1.25 46.8 300 2065 514 32 21.2
Refer to notes on page 7.
See notes below
+ Contact Victaulic for details.
Style 741
Vic-Flange Adapter
ANSI Class 125 & 150 Flange
Sizes 14- 24'(350 - 600 mm)
A.
Max. Dimensions Aprx.
Nom. Work. Inches/mm Wgt.
Size Pres. Each - -
In. PSI' Lbs. mm kPa W Z kg
14 300 24.50 1.44 75.0 350 2065 622 37 34.0
16 300 27.12 1.44 90.0 400 2065 689 37 40.8
18 300 29.00 1.56 100.0 450 2065 737 40 45.4
20 300 31.50 1.69 120.0 500 2065 800 43 54.4
24 300 - 36.00 1.94 160.0 600 2065 914 49 72.6
*Refer to notes on page 7.
See notes below.
Style 741 Vic-Flange adapter is
designed for directly incorporating
flanged components with ANSI
CL. 125 or CL. 150 bolt hole
patterns into a grooved pipe
system. Sizes 2 - 12° (50 - 300 mm)
are hinged for easy handling with
integral end tabs which facilitate
assembly.
Request 06.06.
-1z -
Note: Gray area of mating face must
be free from gouges, undulations or deformities of any type for effective
sealing.
Style 741 Vic-Flange adapter is
designed for directly incorporating
flanged components with ANSI
CL. 125 or CL. 150 bolt hole
patterns into a grooved pipe
system. Sizes 14 - 24° (350 - 600
mm) are cast in four (4) identical
segments which are
interconnected as assembly is
completed.
Request 06.06.
1rIz
tTJ
Note: Gray area of mating face must be free from gouges, undulations or deformities of any type for effective sealing.
Style 743
Vic-Flange Adapter
Grooved pipe adapter to
ANSI Class 300 flanges
Max. Dimensions Aprx. Nom. Wk. Inches/mm Wgt. Size Pres. Each - In. PSI Lbs. RIM kPa X Z kg
2 720 6.50 0.94 4.8 50 4960 165 24 2.2
2½ 720 7.50 1.06 7.4 65 4960 191 27 3.4
3 720 8.25 1.19 9.1
80 4960 210 30 4.1
4 720 10.00 1.31 15.3 100 4960 254 33 6.9
5 720 11.00 1.44 17.7 125 4980 279 25 8.0
6 720 12.501 1.50 23.4 150 4960 318 38 1 10.6
8 720 15.00 1.69 34.3 200 4960 381 43 15.6
10 720 17.50 1.94 48.3 250 4960 445 49 21.9
12 720 20.50 2.00 70.5 300 4960 1 521 51 32.0
Refer to notes on page 7.
See notes below.
Vic-Flange Style 743 flange-to-
groove adapter permits direct
connection of ANSI Class 300
raised face flanged components. It
can be used with flat-face flanges
by removing the raised projections
on the outside face of the flange.
Request 06.06.
Remove to mate to flat-faced
Note: Gray area of mating face must be free from gouges, undulations or
deformities,of any type for effective
sealing.
10
I I . I
'II II I I II 1 1111 I I I I :1 I' I
I ii ii Ii Projc'ct Jefferson Street 1121:1 2" Watenain & ycIS Submittal No 12Ri
I
I I
I Owner Carlsbad Municipal 1.Water' District ' Dated November 20, 1998
-06 Wii
act No Contractor Cal Southwest ' I I Contr
Ot ..,'. .. ..,. ..
Attention: ' Lupe Aguinaga, City of Carlsbad - Construction Inspection
Submittal Description: CML&C Steel Pipe & ELMC Steel Pipe
Specification Section: Para 10.2; Pg 77-81
Submittal Prepared By: Cal Southwest
The above submittal has been examined with the resulting action as indicated below: V
No Exceptions Taken Amend And Resubmit
X Make Corrections Noted Rejected
ITEM 'SPECIFICATION REQUIREMENTS . . - :REMARKS .
I Comments on Plan & Profile Blueline(s) Contractor to field verify ground elevation and.top of pipe
elevations necessary to ensure adequate cover. Any
discrepancies shall be brought to the attention of the Engineer
• • in adequate time to allow for design and material ajustments.
2- • Contractor to provide separate submittal for "detours" around
___________________________________________ soffit openings.
3 - V Contractor to verify that horizontal defléctión points occur
•
. ' entirely within the bridge cells. (Pay specific attention to the
V •
• - adjacent vertical and sloping walls (bottom), esp. Spool No. 21)
Distribution:
•Fiie 94-101 Submittal No. 12
V
V
3)
-
• . -
• V • • Prepared By: Kelly Efirnoff, CMWD V
Page lof2 - •. V
S
h : 1
Project Jeffers1on Street I 2uVIatermaln 8 vcis I SubmittaI Nb 12R1 II I II I Owner 'Carlsbad MunlclpakWaterDlstrlct Dated November 20, 1998 r I Contractor Cal South'est r CbntacvNo I
'I. I I
Attention: Lupe Aguinaga, City of Carlsbad - Construction Inspection
Submittal Description: CML&C Steel Pipe & ELMC Steel Pipe
Specification Section: Para 10.2, Pg 77-81
Submittal Prepared By: Cal Southwest
The above submittal has been examined with the resulting action as indicated- below:
No Exceptions Taken Amend And Resubmit
X Make Corrections Noted Rejected
ITEM SPECIFICATION REQUIREMENTS REMARKS
4 Bent No. 3 - Steel Pipe Contractor to submit pipe section through Bent No.3 for review.
5 Spool No. 25 Item A - PE
6 Spool No. 26 Item A - Welded Bell
7 Spool No. 8 Item B - Loose Flange, weld on in field
Spool No. 22 Each End - Loose Flange, weld on in field
Hand paint & repair epoxy coating after field welding flange.
8 Inspection Note Inspection of field welded joints and field applied/repaired
coatings shall be especially stringent to ensure that no
breaks exist in pipeline protection.
Distribution: Prepared By: Kelly Efimoff, CMWD
File 94-101 Submittal No. 12
Page 2 of 2
CAL 60UT1_IW1=_6T
- CONYPUCTION, INC. LICENSE 730824
***Via Hand Deliver ***
November 20, 1998
City of Carlsbad
2075 Las Palmas
Carlsbad, CA 92009 NOV 2 0 -
Attn: Lupe Aguinaga
Re: Jefferson street 12 "Water Main and Reach SA, Vista/Carlsbad
Interceptor Sewer Replacement Project.
Contract No. 31821A-35331
n CMWD Project No. 94-101 NOV2 31998
Submittal ftJZ. fl u U - CARLSBAD MUNICIPAL WATER DISTRICT
For: Cal Southwest Construction, Inc.
Description: Potable Water Cement Mortar Lined and Coated (CMCL) Steel Pipe and
Epoxy Lined and Cement Mortar Coated (ELCMC) Casing Pipe by
International Fabricators & Engineering, Inc.
Reference:
Para. 10.2, Pg. 77-81
1.
CARLSBAD M UMCIPAL WATER DISTRICT
SHOP :v;Ew
The appi h" :"-C r working drawing (or of
any drawing of tile L:. •qur:enishall not in any
way he deemed to reiea.: :,:t:.ict from i[41; .esponsibility for
complete and accurate pr -' ri :' V/ark in accordance with
the Contract Drawings anr' ..-•c.f;tttions. neither shall such approval
release the Contractor s hability placed upon him by any
provision in the Form o C. C1 ..........DRAWING REJC!tD:hCuE;.:T
.DRAWING Af•VED AS NOTED See ajMck.e4 caw
O ... .................
DRAWING A't'ROVED
Date jo -.qc
I hereby certify that the (equipment, material) shown and
marked in this submittal is that proposed to be incorpora-
ted into the Project, is in compliance with the Contract
Documents, can be installed in the allocated spaces, and
is submitted for approval.
By: 05' ... DatciIZ'_1
Title: V e
Cal Southwest Construction, Inc.
MAIL: P.O. BOX 261460 (619) 586-9293 STREET: 8996 MIRAMAR RD., STE. 210
SAN DIEGO, CA 92196 (619) 586-9298 FAX SAN DIEGO, CA 92126
S O(4
J.
JEFFERSON ST. 12" POTABLE
WATER MAIN
J.N:8950.0O
a", k -,
-
1k i1lNAT1ONAL FABRICATORS £ C$OINBCR5 INC.
1126 ROCKWOOD AVE.. HEBER CAUFORNIA 92249-0270
PHONE (619) 352-1101
GENERAL NOTES
STEELPIPE FABRICATION
JN=8950.O
PIPE WILL BE MANUFACTURED UNDER ANSI/AWWA C-200. SHALL BE FABRICATED
FROM SHEET CONFORMING TO THE REQUIREMENTS OF ASTM A-570 GRADE 36 OR
40,ORFROM PLATE CONFORMING TO THE REQUIREMENTS OF ASTM A-36, A-283,.
GRADE C OR D.
TESTING AFTER FABRICATION BUT PRIOR TO LINING AND COATING, THE STRAIGHT
STEEL PIPE CYLINDERS OF ALL SIZES SHALL BE HYDROSTATICALLY TESTED TO 75%
OF SPECIFIED MINIMUM YIELD POINT OF THE STEEL SHEETS/PLATE CONFORMING TO
SEC. 3.4 AND 4 OF AWWA C-200.
PIPE O.D. AND PIPE THICKNESS SHALL BE AS FOLLOWS:
12" 12 %" O.D. 0.250" WALL
10" 10 %" O.D. 10 GA WALL
18" 18" O.D. 0.250" WALL
INTERIOR LINING SHALL BE CEMENT MORTAR LINED TO AWWA, C-Z05 T'(FE II
12" . 5/16" THICK
INTERIOR LINING SHALL BE PRIMED LINED CARBO ZINC 11,3 MILS. AND FINISH
EPDXY LINED, SUPER HI-GARD 890,5 MILS FOR 18" PIPE (CASING).
EXTERIOR COATING BELOW GROUND SHALL BE CEMENT MORTAR COATED TO AWWA
C-205,3/4" MINIMUM, TYPE II.
EXTERIOR COATING ABOVE GROUND SHALL BE PRIMED COATED, CARBO ZINC 11,
MILS. AND FINISH EPDXY COATED, SUPER HI-GARD 890, 5 MILS. FOR PIPE 12" PIPE.
ALL FLANGES SHALL BE CLASS I50# TO FLAT FACE, SLIP ON FLANGES.
ALL WELDINGS SHALL BE IN ACCORDANCE WHITH SECTION IX, ARTICLE II AND III
RESPECTFULLY OF THE ASTM BOILER AND PRESSURE VESSEL CODE. ALL WELDS
WILL BE DYE PENETRANT TESTED AND AIR SOAP WHERE APPLICABLE.
STATIONING AND ELEVATIONS ARE GIVEN TO THE CENTERLINE OF PIPE.
FLANGE BOLT HOLES ARE TO STRADDLE VERTICAL CENTERLINE OF PIPE.
1126 ROCKWOOD AVE., HEBER, CALIFORNIA 92249-0270
PHONE(619)352-11O1
ITEM QTVL DESCRIPTION
A I 11.1, PIPE. IL/4" DD 0.2O" WALL I2i '- 2/9" Lo,/tP(XPE
I 12.." IL(. LLASS I5FI FLAr FALE SLIP-or?
CIA. HALE PLIr/L, 3.boo #
:4 It3I,'0t
DETAIL HOLD BACK CEMENT
Ho
14'. 1) 31n,"
i Lk(: 2 32 41 E .... '.
I I -o , I! .L Tot&:35 bi b7
REV. EATE OESCRtPTION BY
LINING C.EriEr!T THKNS. . TYPE ii: SPEC. AWLVA
COATING LEHErIT THKNS. 3/4w TYPE It SPEC. AwwA L-L05
COATING THKNS. TYPE SPEC.
JEFERSON ST. 12' POTABLE PROJECT WATER MAIN
CARLSBAD, CAUFORNL
SPOOL CH
DESCRIPTION I2-"..35bI'07'ELBOW PExPE
' PRADO M. B. S.
.
INTERNATIONAL FABRICATORS & ENGINEERING, INC.
NOTE:
J.N. 8d150 NONE JUN-q8
Inumak
1126 ROCICW000 AVE. HEBER, CA. 92249-0270
PHONE (6191352-1101 FAX 161913621104 M K - i 000 - OF
ITEM QTVI . . ..... - .
.........
.... ..................
. ..................
DESCRIPTION
A. I IL" P/Pt. 17- 3/4 OD. t.zS" WALLX .4O - 0' LDM I& PEXPE
B I 1/4" ,LTRKX 3 " X 41'I4" LI10 ROLLED TO I2)/i',.O. W(LD(D SELL
Primtf
• T1. ..
16"
WELD BELL Detail
f
REV LATE OESCR1PT1O BY
LINING Er'.Er!T THKNS. 5/," TYPE if SPEC. AwtOA c..zoS
COATING LEfr1Er1r THKNS. 3f TYPE rr SPEC. ALUL,LIA
COATING THKNS. TYPE SPEC.
JEFERSON ST. 12' POTABLE PROJECT - CARLSBAD, CAUFORNL
WATER MAIN
.
SPOOL
DESCRIPTION . I 1." OFFSET ELL K PE
flRw8
PRADO
:.YCH.
M. B. 5.
.
INTERNATIONAL FABRICATORS & ENGINEERING, INC.
NOTE:
J.N. 8950
.:
NONE JUN-98
M K - I • 000 - OF MR&TAmak
1126 ROCK WOOD AVE. HEBER, CA. 922400270 P$40N! 18191362-1101 FAX 16191362-1104
/ Prun&r
(jip)
R:
-
A I 't' PIPE, I2./4' oUX O.2.5D " LIJALII '/4" L0P46 PE.XPE
B 114" a TMK 1 3" Y 4/4d t.1U1, 1.OLLED Tb 1-0- WELDED I3ELL
L I I'It DIA. I4ALF LI')i)PL,:IL- 2.,DcC 3
WELD BELL Detail
LINING CEP-1E,IT THKNS. 5I1." TYPE it SPEC. AwwA c-.w
COATING -Et)ErT THKNS. 3/4" TYPE SPEC. ALULVA
COATING THKNS. TYPE SPEC.
JEFERSON ST. 12' POTABLE WATER MAIN PROJECT CARLSBAD, CAUFORNLA . .3
SPOOL .
DESCRIPTION '-' — +501D EL.DLIJ PRADO M. B. 5.
. NOTE:
I
INTERNATIONAL FABRICATORS & ENGINEERING, INC. J.N. 8950 NONE JUN-98
1128 ROCK WOOD AVE. HEBER, CA. 922490270
MMUMAIA PHONE 18110852-1101 FAX 18191 852-1104 MK - h 000 — OF
ITEM QTYL j DESCRIPTION
A I IL" Ftc.,. LLA5 150# FLAr FACE $LIP-Dri
S I iz PIPE. 1Z. 3/4- OD o..L50" WALLY 40 " LoNt PE A PE
I '14" IL rH, .3 q 11 414" LDG ROLLED Tb Ii/g"I.o. WELDED SELL.
0 I 112. DtA HALF i.DVPL!ML. 3,000
.
. "..... '.
Pr,ww 1.4
_____..•.-
---.-- I.,.
40'- "
. IZr4; _I2.1.iq .
WELD BELL Detail
DETAIL HOLD HACK CEVE,IT
LINING t1EMT THKNS. TYPE SPEC. 4wwA
COATING £.E?'1ErlT THKNS. 3/4" TYPE it SPEC.
COATING THKNS. TYPE SPEC.
.IEFERSON ST. IT POTABLE PROJECT . WATER MiJN
CARLSBAD, CAUFORNIA 4
SPOOL ±CH
DESCRIPTION 'a" PD0L BELLY 'FL!, PRADO M. 5. S.
INTERNATIONAL FABRICATORS & ENGINEERING, INC. J.N. 850
NOTE:
NONE JUN—q8
multuak
1126 ROCK WOOD AVE. HEBER, CA. 022400270 PHONE 16191812-1101 FAX 16191352-1104 MK - ,,000 — OF
....
ITEM QTY
. . ..... ......... . ...... .................................... * . . ......... . ..... .. . . ....... .... j6.. -a. ..... . .........
DESCRIPTION ..........
A 2. Ii" ILL,1 LL4S I50 It FLAT IALE 3L1P-61$
PIPE. i 7-314" ODY.. LU4LLb Z'- I" LDM6 PEXPE
C.. to pgPC, & oo( o .2o" IPJALLY.. S ?_'/z.' Lo16 PEA PE
0 i.," FL(,, LLASS 15c4 PLAr FACE SLIP-Off
E. I 'AL iLrut, x i3 Y4,1 x I3Y4"o.O !iiINFn/(E COLLM
IL/4
DETAIL HOLD BACK CEMENT in
--. - .
la To
Z&,,
REV. DATE DEScRPTON BYI LINING c.EierIT THKNS. s I' TYPE -ir SPEC. ALUUJA
COATING £Et-1ErIT THKNS. 314" TYPE 21 SPEC. 4LULUA .-2.bS
COATING THKNS. TYPE SPEC.
JEFERSON ST. 12' POTABLE PROJECT WATER MAIN
css , CAUFORNIA .
SPOOL W: xi
DESCRIPTION . i z "x a" it ia" TEE FL £7 K Ft 6A Pl. t. PRADO m 5. 5.
INTERNATIONAL FABRICATORS & ENGINEERING, INC.
NOTE:
J.N. 8950 NONE JUN-96
W 1120 ROCKW000 AVE. HEOER, CA. 92240-0270
J (IIJ PHONE ti101 812-1101 FAX 18101312-1104 MK.. 1,000— OF
ITEM j QTYLJ DESCRIPTION
A 2. ii' JLC... C-LA.5 150U FLA r PALE up- F!q. chi v3cillipatil,
51 S I I?." PIPE , st/" ODY a .1_.'twALLY 7-4'- .3 3/9 LOIW.-, PEkPE
I ...........................-:iJ
'I
'01:7.
k:::
DETAIL HOLD BACK CEHENT
REV.A DATE DEScRIPTION BY
LINING t-1bT THKNS. TYPE Ir SPEC. 4WWA L- D5
COATING LEHEtIT THKNS. 3/4' TYPE .1t SPEC. 1ww..4 .-zo5
COATING THKNS. TYPE SPEC.
JEFERSON 81.12' POTABLE PRO JECT . CARLSBAD, CAUFORNL
WATER MAIN . --------------
SPOOL
DESCRIPTION II4'4z' ELjCLL) 1LCX1Lt, W!.
PRADO
H
M. B. S.
.
INTERNATIONAL FABRICATORS & ENGINEERING, INC.
NOTE:
J.N. 8l50
EE:334
NONE JUN-q8
MK- 1.000- OF l3shIMMA&L
1128 ROCICW000 AVE. HESER, CA. 02240-0270
PHONE (610) 352-1101 FAX (610)352-1104
ITEM QT V DESCRIPTION
A LLAS FLAr FACE 5LIP_tt/(RofaIe tL. Ca
B I PIPE. 11-"4/4 4'DDY L.LSO WALLY (D-5Y4 LH6 PEXPE
LW DIA. 14ALF LouPLIr1t, 3,obc
, I S -814
lt
Pont. AilL 2t1-5L'
1jo_i..2:2:, Val.,f
iroc Lc - 3Z
IEL DATE *
LINING CEMEMT
OEScR1PTfON BY J SPEC. 4.flijA C.-z.o3
COATING PNF4I
THKNS .......TYPE
THKNS. 3 mils TYPE CIIfo zINC 11 SPEC.
COATING E ft) ,i THKNS TYPE tjf/ !-I-GM.i) AD SPEC.
JEFERSON ST. 12' POTABLE PROJECT cML.s, AUFORNLA
WATER MAIN
. 7 .
SPOOL
DESCRIPTION sr".. 2 .2g4"ELBOW Pt X PE PRADO M. B. S.
Imaunala
INTERNATIONAL FABRICATORS & ENGINEERING, INC.
1126 ROCK WOOD AVE. HEBER. CA. 92240.0270 PHONE 18191 352-1101 FAX 16"1 352-M4 :
NOTE:
J.N. 8950
XX•X•
NONE JUN-98
MK. i-000 - OF
ITEM QTYL DESCRIPTION
A I PIPE, IL14' bOX 02.99)' WALLX 35- 3" )on Pt- c?L
6 I ft" FLA. LLA_AE is -$4 FL4 T 1cA1.E 3LJP_OM(ifo.h tI 01)
1'I4
- 41-
TM t.rci.c. . 4'-
REV. DATE
LINING LEr'IET-IT
DESCRIPflON
TYPE 31
BY
SPEC. AL,.JLUAc.
COATING??.)MEI3
_THKNS.
TYPE CAI:1O ZIflG (1 SPEC.
COATING ffnxvi
_THKNS.3 m;Is
THKNS.5 mi/i . TYPE S'iffP,Hf-cAL'3O SPEC.
JEFERSON ST. 12' POTABLE PROJECT __CARLSBAD, CALIFORNIA
WATER MAIN
8
SPOOL
DESCRIPTION i2.".4-2'-_"ELi3u;Pi X fi g . PRADO
.
limMUMUL
.
INTERNATIONAL FABRICATORS & ENGINEERING, INC.
112S ROOK WOOD AVE. HEBER, CA. 02249-0270 PHONE 10101352-1101 FAX 101013521104
NOTE:
J.N. 850
_M.8.5.
NONE _JUN—q8
MK - .000 - OF
I
ITEM IQTYVLI DESCRIPTION
A I 1" P'E 1 11 O.D. x Q• 15" Wa.\\ V- a'/i" ot
I--
___ -____ .,.---.---.----.---.-.---.--
L10tc Ib
- 41
V. f
Tru'
all
it - 32.'- M
REV DATE -................
DE ME. V-10-6. BY
LINING ' THKNS. TYPE SPEC.
COATING CiMI.MT THKNS. TYPE I SPEC.
COATING THKNS. TYPE SPEC.
JEFERSON ST. 12' POTABLE PROJECT . CARLSBAD, CALIFORNIA
WATER MAIN . ...........:a-
t. I
SPOOL
DESCRIPTION .
I' .POOL FE 'c FE CASINO
RRW
PRADO
i4CH
M. B. S.
oulaulfM
INTERNATIONAL FABRICATORS & ENGINEERING, INC.
1128 ROCK W000 AYE. I4E8ER, CA. 022400270
PHONE I8IOIS52-11O1 FAX 18101362-1104
.
NOTE:
J.N. 850 NONE JUN—q8
MK 000 — OF
ITEM QTYL DESCRIPTION
A 1 18" P?E. 16K O.tS (L5" 'Nt > W- 1'/*" LONG ft " ft
Ir
.........._...._........._._L_...._4
LL WFLUB
ro FICLI3
A
- 2.' I( 1'
/1OrE . chcr; w/.airprtin:7 helni,,
REV DATE OESCRPTON B'(J
LINING PNlh THKNS. ' TYPE J"'
VAff SPEC.
COATING CEMENT THKNS. l/-" TYPE JI . SPEC. AWWA C-105
COATING THKNS. TYPE SPEC.
JEFERSON ST. 12' POTABLE PRO E CT • CARLSBAD, CALIFORNIA WATER MAIN SP0O..
No. lO I
SPOOL DESCRIPTION .
. 18 sôoc. PE PL (./Iru ')
4RW1:±i.
PRADO
:a:
luxtuak
.
INTERNATIONAL FABRICATORS & ENGINEERING, INC.
1126 ROCKW000 AVE. HEBER. CA. 02249-0270
PHONE 16191 2524101 FAX (6191352-1104
NOTE: J.N. 8q50
4ci
.
NONE JUN-98
M K 1.000 -OF
F
A 1 12" P/FL 12 /4" 0.0. x 6-00- Wall A 13- O /i L L16 PIE 'c PE
2. 12" P/PIE 12 34" sib. 'ç 3rD. WT x 6-3" LOWE PE .' GRWVE
1 12" FL. v/u. 3111L 71! (t'i on1Er)
4 •-3(,••
J1riz. Anq k: 2"47' 52 STD.
1• /. 31'6 •:'
Trot A u 4'.-32'3(" lt5 ' —
oe.TM%. Ca GE
REV. DAE DcRPTO[ Y
LINING CEMENT THKNS. /u" 'TYPE Jr SPEC. AWVLIA t2-205
COATING PMMth THKNS. 3 h'S TYPE eARO ZiNC. 11 SPEC.
COATING MAY THKNS. .5 mils TYPE .sUPEA fll-GAM 510 SPEC.
JEFERSON ST. 12' POTABLE P R 0 J E CT CARLSBAD, CAUFORNIA No. I
SPOOL
WATER MAIN
I I
DESCRIPTION .
IZ—)2''" ELL Vict s
WN±t3.
INTERNATIONAL FABRICATORS & ENGINEERING, INC.
NOTE
J.N. 850
SCALE
NONE Nov.
MK 1,000 - OF
MummarA&
112 ROICWOOD AVE. KEDER, CA. 92240270
Pf40KE16191362-11O1 FAX161913624104
A £ 1Z PIPE 12Y4"O,0. 'c O.250" Wall x 21.'- /t L046 PE x PE
IV' Pipe iZ/' O.b. x Sf0. wE x O'-3" LOJ6 PE x 6R09VE
I IV vacr. FLC. CLASS i'i I (B'r o&,
37
iz.. Annic -i•a
1. .Jjzi1_rSlD.
CETML On GROM
DAT- --- OESQR1PT[ON BY
LINING C E1ifJsJr THKNS. A,." TYPE Jt SPEC. AV'IWA C- Z05
COATING ?1iI111 THKNS. 2) nils TYPE CAM LUJC If SPEC.
COATING EP()X' THKNS. 5 TYPE SUPEP 141-6hf:D MO SPEC.
JEFERSON ST. 12' POTABLE PROJECT CARLSBAD, CAUFORNLt
WATER MAIN
N. iz
SPOOL
DESCRIPTION 12. 4'.3if.2(" ELL jcf, 'c U . VIC•t•
DRWJ tL4:ac
M. 5.
m
INTERNATIONAL FABRICATORS & ENGINEERING, INC.
1126 ROCKW000 AVE. KEBER, CA. 022490270
PHONE 16121 3524101 FAX 16101362-1104
NOTE
J.N. 850
0A
NONE Ni. /IL .'1b_
MK 1 000 - OF
I
A 1 12" P/FL I2Y4"O.L. x 6.250" Wall A Z'- to" LOW( PL Ic PE
2. 12" P/PL 12Y4" 110. 'c Sri). WT. x O'-3" LON15 PIE. x GACOVE
U I 12" FU. V/CT. STYLI 741 (&i OFj
?Z- 0
3"
\ \
tnri7. It::. Ie_ Z'.17'.52
',STD.
v,t. ArtL 52'
rrue hilf _4°-32- 3,"
TML OtT GdE
REV. ...........DAS- OE cRPTON - BY
LINING CENLNT THKNS. TYPE SPEC. AWVIA C-205
COATING P11 JMth THKNS. 3 rn13 ' TYPE CAA80 ZINC. 11 SPEC.
COATING EPDXY THKNS. .S mils TYPE .sUPA UL-&A?iO 010 SPEC.
JEFERSON ST. 12' POTABLE PROJECT .. CARLSBAD, CAUFORNIA No. 1 3
SPOOL
WATER MAIN Mism
I
DESCRIPTION .
ELL Vict .' vhf. FL5,
ZOR
A-V • M. 8.5.
_____
INTERNATIONAL FABRICATORS & ENGINEERING. INC.
1*26 ROCK WOOD AYE. HEBER, CA. 22240-0270
PHONE 16121 352-1101 FAX 16121 3624104 :
NOTE
J.N. 8q50
Fd,n.Lo H
i Cornn:c,.c:a
-SCALZ
NONENov. / if. iq
MK 1,000 - OF
To
A I Ia" PIPE IVI4"6.1). X 0.50" Walt x 1Z'-8?i LOI4C., P1: 'c PE.
b 2 12." PIPE. I2!A." O.D. X STD. WT. c 0'- 3"LOUG. P1:. x
C 1 12.." VLtV. F16. C.L&S 141 (i otr,$)
Tron k -- 4. ''. 3&
CTML CUT awwE
RE'( RY
LINING CthfNT TYPE SPEC. 'SPEC.AWWAC•205
COATINGPMIILPI
_THKNS.5,4
TYPE CAM zIhICH SPEC.
COATING MAY
______ _THKNS.3
_THKNS.5 mi)S _TYPE suP(A flL6APD b'IO SPEC.
IJEFERSON ST. 12' POTABLE WATER MAIN
Na. 1-f
SPOOL
PROJECT, __CARLSBAD, CAUFORNIA _I
'.3(___ ELL V"ici...x FEE.fcJ
RW1 Z4 f.
DESCRIPTION __4". A.V..M.6.5.
INTERNATIONAL FABRICATORS & ENGINEERING, INC. J.N. 6q50
NOTE:SCALE_._OAT
NONE _Nov. /_IL / ö
MK 1 000 - OF _____
1126 ROCK WOOD AVE. IlEBER, CA. 02240-0270
PHONE 16101362-1101 FAX (6191362-1104
-4 ...... . .... .. .... ... . ............... ......... ....... ......... .... ..
A - I 12' PIPE laW O.. x O.250" Walt x T lO½." L0AJ6 ft x P.
It PIPE 12.3 0. 0. x sth. WT. x O 3" LONG PE X GRWVE
IV, Vic- FLG. CLASS 141 (i OTi)
Milt
3" 3 ---a,.-
C.
3.'
•
/lr(( 2"-1.Z" A Tr1,
W(i A1..•.;-4-5z"
Thic Ak_4°-.-3f'
OTML Off GE
REVS. DATE
LINING CC11E(Ir
OE cRJPTION
THKNS. Ai TYPE JJ
BY
SPEC. AWWA C - .?O
COATING P?uh1C\ THKNS. 3 )•flIS TYPE C/tPJ3L) ZiNC If SPEC.
COATING f PDX 1 THKNS. S rnk TYPE S'JPEP, K16A110 6qo SPEC.
JEFERSON ST. 12' POTABLE PROJECT .. CARLSBAD, CALIFORNIA
WATER MAIN
1 No. 15
DESCRIPTION 4°-32'-3t, ELL VIC FIG. X 'jICT.
4w1Ii.s:z
--•
:zcH:ay:i
INTERNATIONAL FABRICATORS & ENGINEERING, INC.
1126 ROCK WOOD AVE. ItEBER. CA. 92249-0270
PHONE 16191 352-1101 FAX (6121352-1104
NOTE
J.N. 8q50
fn,!: •
(nnni uiDi
scJ,Lz
.••....
NONE Nov. / ii, /'li
MK i,000 - OF
—mill . ......
A 1 12." PIPC. 12.3/4Th.fl. X .0 250" Walt x Z4'-7'/u-' LØt4C3 FE Y, FE.
12." PIPE 12M" O.D. X SID. W. c O'-3 Lrn6. PE. x MOVE
'
3"
3'
/
'4STD.
VJ. I4j( 3-31-5Z
Trdg
OEXMI. Ofl GFcMvE
:L 3E! -------------------
LINING CEMENT THKNS. 54.' TYPE SPEC. MVWA C-205
COATING PRIMU THKNS. 3 TYPE CA&O ZIhIC II SPEC.
COATING EPOxi THKNS. 5 mIS TYPE SoPCA HL-6APD P)qO SPEC.
JEFERSON ST. 12' POTABLE WATER MAIN PROJECT .. CARLSBAD, CAUFORNIA No. t &
SPOOL
I
DESCRIPTION . .
4O,( ELL Vit. X Vt.
.
CH.
.v. .M. . S.
m
INTERNATIONAL FABRICATORS & ENGINEERING, INC.
1228 ROCK WOOD AVE. IlEBER. CA. 0124"270
PHONE 16191852-1101 FAX I619S62l104
•
NOTE:
J.N. 6150
Fanilliall
NONE Nov.
MK 1000 - 0F
I _
A I I2.' Rift t2.'/4 E.fl. X 9.256" Wall x Z4''5J!L LOI4C., PE. Y. RE
11' PIPE. O.D. X STD. WT. c O'-3' O16. PE. X
C 1 12.' Vltt. FIG. CULSS TO (i OTHER
3U
/
A
Vc,i. /i.!c 3O345Z"
. lrtw - .' - '- z
CCD4. OJT CE
13E CRPTON ---. ... -
LINING CEMENT THKNS. 54 TYPE IlL SPEC. AYiIWA C-205
COATING PMhLf THKNS. 3 n;f TYPE 0ABO z'MC 'I SPEC.
COATING EPDXY THKNS. 5 milS TYPE suPfA UL6APD b'10 SPEC.
JEFERSON ST. 12' POTABLE PROJECT .. CARLSBAD, CAUFOANLA
WATER M4JN
N. Ii
SPOOL
DESCRIPTION 12"- 30.4L,2o ELL
.
A... .M. 8. 5.
MILUkulatt
INTERNATIONAL FABRICATORS & ENGINEERING, INC.
1126 ROCK WOOD AVE. IIE8ER. CA. 922400270
PHONE 16101362-1101 FAX (6101362-1104
•
NOTE
J.N. 5q50,NONE
SALZ
n. /IL / qo
MK 1000 — 0F
I
Wig
ri 1?/4' 0.0. • sr. wr. x LOJ& PE x
iz PIPE izW n.e. x O,e&f w0.111 x .33'- ic/i LOC PE x E
C. I 12" Vicr. FL&. CLASJ leel Y nr;s )
- ria. 3- ?A 52
]srD. . kf. Al,k_
CTM%. OJT GE
LINING CEM(WT THKNS. TYPE .ii: SPEC.AWWA c -zo
COATING frmFr THKNS. 3 rmfs TYPE ciji3,0 ZINC II SPEC.
COATING IPOxI THKNS. 5 mils TYPE SUP(A 11L-6AR10 &qo SPEC.
JEFERSON ST. 12' POTABLE PROJECT .. CARLSBAD, CAUFORNL
WATER MAIN
NO. /6
SPOOL
DESCRIPTION . 12" 0FF51iT FLL. t/u 1 11(1
8scz
A.V. I M. 5. 5.
INTERNATIONAL FABRICATORS & ENGINEERING, INC.
1126 ROCK WOOD AVE. HEBER. CA. 32249-0270
PHONE 16191352-1101 FAX (6191 3521104
NOTE:
J.N. 550 2-72 AT
NONE i.iov. /i / qo
MK 1,000 - OF
glf
A z 12- PIPE I2'J 0.0. x MD. WT. X O'-3" LONG PE x GROOVE..
b ( It' PIPE. 1ZWO.0. x 0.250 Wall X 2- LOMI '1i x PE
I1oz. irk - a. 4 5, 3" Val. An5k
CtML UT GE
-51
LINING wl(Nr THKNS. ¼" TYPE 3t SPEC. AwWA C- 205
COATING MIMIA THKNS. 2 mlS TYPE CAM Zifl(. It SPEC.
COATING EPX'f THKNS. 5 m; i's TYPE supER i6Mj 50 110 SPEC.
JEFERSON 81.12' POTABLE P R 0 J E CT CARLSBAD, CAUFORNIA
WATER MAIN F-
N0. i
SPOOL
DESCRIPTION 12"- 4!'- 41" ELI V1C1 X V/cf A.V. . M. S.
MLW
INTERNATIONAL FABRICATORS & ENGINEERING, INC.
1126 ROCK WOOD AVE. I4E3ER, CL 92240-0210
PHONE 16101352-1101 FAX (6191 362.1104
NOTE:
J.N. 650 NONE Nov. /IL / qo
MK 1,000 - OF
A I IV' PIPE 12 /4"O,b. X 0.250" Walt x Z9'-o" LONI PExPE
b 2. 12. Lift IZ/i-' 0.t.Y. STD. WE X 0'- .3" LONG PE x 6Rc1)VE
I 12" vacr. ELG. CLASS 141 (v ô1nus
11'-• 3
3"
34I-41
V1(. . . JrJ~S1D.
jr i1tti1
TML CUT GRE
RE-
'LINING £ViE)sJr THKNS. Mt." TYPE JE 'SPEC. AWN C-ZO
COATING PII[Ik THKNS. 3 vnk TYPE CARE ZINC 11 SPEC.
COATING EPX THKNS. 5 nI TYPE SLffEP i1 CM, D 6 qO SPEC.
JEFERSON 81.12' POTABLE PROJECT .. CARLSBAD, CAUFORNLA
WATER MI8JN
N. 20
SPOOL
DESCRIPTION 12. )1I41" ELI Vict. 'c 11.6. Yid'. 8. S.
m
INTERNATIONAL FABRICATORS & ENGINEERING, INC.
1126 ROCK W000 AVE. KEBER, CA. 92240-0210
PHONE 16101 352 1101 FAX 161913624104
J.N. 550
A.V...M.
NOTE:2.
NONE n. /i / a
MK 1 000 - OF
ME
12" 1L6. CLASS 1.50 t FLAT FACE SLIP-ON
12° PIPE f24" Oji. x a.tso' Wall X 1- II Luff, P x PE.
11oriz. Arta_. 3"- 4' 52."
V{. o- ss'- OD"
LINING CEMENT
E
THKNS. E/i" TYPE JE SPEC. AwvvA C Zr) .
COATING PRIMER THKNS. 2 mik TYPE CAPO ZINC. I I SPEC.
COATING EPDX'i 1. THKNS. TYPE 3uPER UL-AgD )W SPEC.
JEFERSON ST. 12' POTABLE PROJECT.. CARLSBAD, CAUFORNIA
WATER MAIN
No. zi I
SPOOL L 1?" 3'1I'11' ELI. ftC' , ft( DESCRIPTION . - A.V. M. B. 5.
INTERNATIONAL FABRICATORS & ENGINEERING, INC.
1126 ROCKW000 AVE. IlEBER. CA. 02240-0270
PHONE f610 382-1101 FAX te101 3621104
NOTE
J.N. 650
SCALE D3
NONE Nov. /IL / qo
MK 1,000 - OF
-
f
ITEM j QYVIL j DESCRIPTION 2.1
A 2. IL' FL I.. (L A1 15c ii Full r H:
6 I is PIPE, vLIq OD c..iSo° t1JLL.Y 3' 5/C LoH A PC A P1
-
() ()
j l11l.z
I.
(ITht,l .
Epox.
kn J
"B
4 12- 3k
'p
DETAIL HOLD BACK CEMENT
REV. DATE OESCRPTtON BY
LINING LEIET THKNS. 5/," TYPE SPEC. AWLOA £..-LOS
- ........
COATING f'V THKNS. TYPE 3' '' '') SPEC.
JEFERSON ST. 12' POTABLE PROJECT
TYPE .CK.!!: .......iL........SPEC.-
WATER MAIN :j . 7y
CARLSBAD, CALIFORNIA N. 22
SPOOL
DESCRIPTION i?.' fL l C1.0 PI..( X IMADO M. 8. 5. NOTE:
NONE JUN-98 INTERNATIONAL FABRICATORS & ENGINEERING, INC. J.N. &l50
1120 ROCKWOOD AvE. IIEBER, CA. 922490270 PHONE IOIOI 352-1101 FAX 10191352-1104
liv
r .
A.xtgutL Coh\r,arc;ej MK I' 000 — OF
ITEM i "N
------------------
OTY DESCRIPTION
A I I S PIPE. ig 3D K o.375 L1!4.K IB'. 4' Lbr4C PEXPE
... ..
.._..
ii--
-4-:—
3-1
... .......................... __
cI; ./ti:wcli kl,j,e P5b
REV. ATE DESCRPflON
LINING----- - - THKNS. ? -S rilils .. -•-
BY
f
SPEC. CAhZil TYPE
COATING LEr-Er-IT THKNS. TYPE -21 SPEC- 4,JA c..-?.
COATING THKNS. TYPE SPEC.
JEFERSON ST. 12' POTABLE PROJECT CARLSBAD, CALIFORNIA
WATER MAIN
3
SPOOL
DESCRIPTION . ' £FDO L. i'it x F'E PRADO M. B. S.
MantuAlA
INTERNATIONAL FABRICATORS & ENGINEERING, INC.
1128 ROCK WOOD AVE. HEBER, CA. 02240-0270
PHONE 18101312-1101 FAX 18191 352-U"
NOTE:
J.N. 6q50 NONE JUN-9
MK- 1.000- OF
I
:bESCRiPTiON
.. .... ..... ..... ..... .... .
A pipe, 16 ° b b x O.31' (IJALLV 1I9 LOH6 PEXPE
/1,
.
--r••-----
EV. DAf
LINING-!!L'!'!( ......- --
DESCRPñO4 BY
f SPEC. THKNS. If TYPE
•-.-•
COATING .CI1!if THKNS. TYPE ' SPEC. )WVJ
COATING THKNS. TYPE SPEC.
JEFERSON ST. 12' POTABLE PROJECT.. CARLSBAD, CALIFORNIA I .
WATER MAIN ...
SPOOL
DESCRIPTION • II SiL p: çj- PRADO M. B. 5.
.
INTERNATIONAl. FABRICATORS & ENGINEERING, INC.
1*26 ROCKW000 AVE. HEBER. CA. 922490270 PHONE 16191352-1101 FAX 161913521104
J.N. 850
NOTE:
NONE JUN-q&
MK 1000 0F
HIRM-30f M-11-5-11. IN
A 2 12' FLG. CLASS 156 4 FLAT FACE 3LIP-ON
12." LIFE 1'LA"U.fl. 'c 0.ZSO Wall x fO'U' L.AlG Pf: * PE..
A
-i±EE±--- z4:: -•- —4.
H" 1
I I
....
k. l2WO.o.F
MAIL ILO bACiC UaZNT
DATE DEScRIPTfON - BY
LINING CEifN1 THKNS. ak." ' TYPE .1E SPEC. AWWA C-Z05
COATING CEMENT THKNS. 3/40 TYPE .1 SPEC. AWWiI -?O5
COATING THKNS. TYPE SPEC.
JEFERSON ST. 12' POTABLE PROJECT CARLSBAD, CALIFORNIA
WATER MN
NO. 25 1
SPOOL
DESCRIPTION .
12-54 ILL FLG. A.V. B. S.
MmAxtuAL
INTERNATIONAL FABRICATORS & ENGINEERING, INC.
1128 ROCK WOOD AVE. HEBER. CA. 92249.0270
PHONE 18191 352-1101 FAX 16191 3621104
NOTE:
J.N. &50
Fa n1 unll
.M.
NONE Nov. /i / ia
MK 1,000 — OF
I
11 =12
:
A 2. IZ' I'LL. CL&55 150 * FLAT F ACE SUP- ON ) r riv: tz.' 0.1)x 'C I5
-i C.LF,
H'_II
IL.I
Is, EMIt LO NJC IWNI
REVS._DATE_:
LINING CEtffi1T THKNS. TYPE SPEC.4WVIA C-&5
COATING CEMENT THKNS. 3/f" TYPE SPEC.AWWII C-215
COATING THKNS. TYPE SPEC.
JEFERSON ST. 12' POTABLE PROJECT __CARLSBAD, CAUFORNIA
WATER MAIN
NO. 2- .
DESCRIPTION .
SPC.?LFL(.x
.
A.V.
MMUgmak
INTERNATIONAL FABRICATORS & ENGINEERING, INC.
1126 ROCKW000 AVE. HEBER. CA. 02240.0270
PHONE (6101 362 1101 FAX 98191 3621104
NOTE:
J.N. 65O
EUt.
_.M.8.5.
NONE _Nov. /i / qo
MK 1,000 - 0F
A Iiv, FLL,. LLASS is t FLAT FAC-E I L.IP-tfl
I " it T14 1 12..I1' JDX I'1'/4" Ch Ru-hi IElfiFbPLE
I 17_--PIPES 73/4' OIDY lb £,A u)ALLX. z& 7/" Lbl4G PEXPE
__
I ----
lL3I4 mg
DETAIL HOLD BACK CEMENT
LINING THKNS. s/,c' TYPE . SPEC. AujL(JA C....ZO
COATING LEMEIIT THKNS. 3I TYPE SPEC. A-A 2- 05
COATING THKNS. TYPE SPEC.
JEFERSON ST. 12' POTABLE WATER MAINPROJECT . CARLSBAD, CAUFORNIA a 7 SPOOL CH
DESCRIPTION ii-" iFFET FLGA PE PRADO M. B. 5.
NOTE: m INTERNATIONAL FABRICATORS & ENGINEERING, INC. J.N. 850 NONE JUN-98 1126 ROCICW000 AVE. HEBEI1. CA. 92246-0270 PHONE 1601 352-1101 FAX 16191 352-1104 MK - 1,000 - OF
ITEM jQTYL
I
DESCRIPTION
A I PIPE. ,7/4" DL)X io &A WALL a& 53/4" L i) ti Ln Pf'PE
B I I S' fl_TUKj. 1 D o R 1 EstfFD il'i.E
I IV' FL, LL-ASS 15 90 *17 PLAT FLAL SLIP- otl
D I Is." RTMI(Y .3' ,. 41'Iu..' Lbf. kOLLED TO I2J/?',.D. wELDED LELL
2." I•'
WELD BELL DII i 3u
S
00
k24
t••;
L1
DETAIL HOLD BACK CEMENT
REVS. DATE .DESCRPTON
LINING LENErIT THKNS. /u." 'TYPE SPEC. AwWA gc..-2.5
COATING LEt-lENT THKNS. fe' TYPE .ir SPEC. AWA C-2.0
COATING THKNS. TYPE SPEC.
JEFERSON ST. 12' POTABLE PROJECT WATER MAIN
CARLSBAD, CAUFORNIA Z.8 I
SPOOL
DESCRIPTION I?.." DFF.5ET 8CLLY ,CL' PRADO M. B. 5.
INTERNATIONAL FABRICATORS & ENGINEERING, INC.
NOTE:
J.N. 8950 NONE JUN-98
1126 ROCK WOOD AVE. HEBER, CA. 92249-0270
• PHONE 16191352-1101 FAX 16191352-1104 MK - 1,000 - OF
--p-- - -- -- - - - . .- -
1-44
i ZZI - —
- -
- —t
\ I yz - I f
it
I3 i
lof
It c I / I
/
i 1 - I
lily ,
\
77
lrj
l
j
A bl -
12 P,rAUL Wrrr[I:f5 S
- 4' - *
S
I —
47
ct S
1
2!
/ i/'t.'./ 1 1 ____S_S•--i-S._ S / . --
/
Içf"i
/
-
- - -
- Exp r :J1 If
-
- - --
-
lot C25
50
I - /
. .m PLAN S
1 FOTA&F WI4 Tf F, LIV 4
xv
v --. S --------------------------'5-- --------------------------------------------._-. ----------.S.SS.4 ---------------------------------------- SSSSS5 S.SS5 -------------------_------_S-_---------_--__-- - J[1FrnSD ST 1? POAC1E WAT1fl
/ . - 1LO '- cArMr vIArrr D1T1CT -\ - - -- --1.. - - - - - - -r' DI\'fl .- AVfl .
1
A Y C Tj DAl D H P ------ -- -
DrAri cr ii'
-
14 fç /' J (Jfl
L .
--..---
r i
NOV
flATRICT
23jLJ
C
- - -
- I
2?
j
-4-
-
- rt 0
iA
4k 1c, VI ~fj
12 r
15
(
EL E VAT! ON
rz PcP W/TF'lVL &
5-5-'47:
7 ••
*
I /• L5
N - - -
I 5-
•
- -
O
1 -
Ir
1
, / -
-- - - - -
/ ____5_____ •1-'--- - -S - --V
I
55SS55_V SVV_V • '5- *
* 0 -
/
- /
10
-011
Ix
44
- - - - - - - - -
Ziz
FT hV17,
-
--
--
H
' -- -
JEFFERSON Si. J?" PQTALE IVAJER M.
- -
-
oil 14-C/.
V - - -. • -- ' CI!LSLJD VII r
- -- ELEVATION - AV.E
A IT
r3ALr wirut: S - - 5 0. _________ HL.S.
IL MIny,JY_ '
--
i [ p
NOV 23!_jU
i?A1WA]R DISTPtCT