HomeMy WebLinkAboutWTR2703674_4BUNO CONSTRUCTION, LLC
Project Schedule
AS OF 4/14/2014
City Of Renton
Monterey Terrace Water Main Replacement Project
Project Duration - 80 Working Days
it
May June
July August
ID
8
Task Name
Duration
Start
Finish Prod( 4/6 4113 4/20 4/27 5/4 5/11 5/18 5/25 6/1
6/8 6/15 6/22 6/29 7/6 7/13 7120 7/27 813 8/10 8/17
1
Monterey Terrace Water Main Replacement Project
80 days
Mon 4121114
Wed 8/13114
2
Preliminary Work
20 days
Mon 4121/14
Fri 5/16114
3
Mobilization
20 days
Mon 4/21/14
Fri 5/16/14
—
4
-4
Construction Surveying
3 days
Wed 4/23114
Fri 4/25/14 n
5
-4
Initial Erosion Control Measures
3 days
Wed 4/23/14
Fri 4/25/14 n
6
Install Water Main
39.5 days
Mon 4/28/14
Mon 6123114
Now
7
-4
Ste. 1+56 Mont.DR. to 10+77 Mont.DR
4 days
Mon 4/28/14
Thu 5/1114
8
Ste. 10+77 Mont.DR to 13+52 Mont.DR
1.5 days
Fri 5/2/14
Mon 515/14 7
9
Sta. 3+95 Mont.DR to 8+82 Mont.PL
2.5 days
Mon 515/14
Wed 517/14 8
10
Sta. 8+82 Mont.PL to 13+52 Mont.DR
3 days
Thu 5/8/14
Mon 5/12114 9
11
Sta. 11+63 Mont.PL to 13+52 Mont.DR - Capri Ave
4 days
Tue 5/13/14
Fri 5/16/14 10
_
12
24" Connection on NE 3rd Street
1 day
Mon 5119/14
Mon 5/19/14 11
13
Sta. 1+38 Mont.DR to 1+56 Mont.DR
2 days
Tue 5/20/14
Wed 5/21/14 12
14
Install Fire Hydrants
3 days
Thu 5/22/14
Tue 5/27/14 13
15
Test & Purities
2 days
Wed 5/28/14
Thu 5/29/14 14
16
Initial Connection Or Jump
0.5 days
Fri 5/30/14
Fri 5130/14 15
17
Install Water services
15 days
Fri 5/30/14
Fri 6/20/14 16
—
18
Final Connections
1 day
Fri 6/20/14
Mon 6/23114 17
19
Sanitary Sewer Work
6 days
Mon 6123114
Tue 7/1/14
20
Install Manholes & Piping
2 days
Mon 6/23/14
Wed 6/25114 18
21
Side Sewer Tee Replacement
3 days
Wed 6/25114
Mon 6/30/14 20
22
CCTV Sanitary Sewer
1 day
Mon 6/30/14
Tue 7/1/14 21
23
Restoration Items
30.5 days
Mon 6130114
Wed 8/13/14
24
Concrete Curb & Flatwork
2 days
Mon 6/30/14
Wed 7/2/14 21
25
Asphalt Trench Patch
10 days
Wed 7/2/14
Thu 7/17/14 24
26
Pavement Markings
1 day
Thu 7/17/14
Fri 7/18/14 25
p
27
Landscape Restoration
18 days
Thu 7/17/14
Tue 8/12/14 25
28
Project Completion
0 days
Wed 8113/14
Wed 8113/14
♦ 8113
Task
Milestone
♦
External Tasks
Project: SCH-City
of Renton -highlands
Split
Summary
^ External Milestone
Date: Fri
4/11114
Progress
Project Summary Deadline
Page 1
BID ITEM 8, 9, 13, 15, 18, 19
23U
Mechanical Joint Compact Fittings
SUBMITTAL
SIZES:
STANDARDS:
PRESSURE RATING:
NSF-61:
COATING:
CEMENT LINING:
EPDXY COATING:
BARE:
BOLTS:
INSTALLATION:
3" through 36"
ANSI/AWWA C153/A21.53
3"-24" @ 350 PSI; 30"-36" & fittings with
flanged branches @ 250 PSI
Meets all requirements, UL Certified
ANSI/AWWA C104/A21.4
ANSI/AWWA C104/A21.4, Double available
ANSI/AWWA C1 16/A21.16
Available
ANSI/AWWA C111/A21.11
AW WA C600
K2 J D C F A K1
JOINT DIMENSIONS IN INCHES
BOLTS
Size A Dia. B C Dia. D Dio. F Dia. D J Dia. K' Dia. K' Dia. L M S T X Dia. Size No.
3 3.96 2.50
4 4.80 2.50
6 6.90 2.50
- > 8 9.05 2.50
10 11.10 2.50
>12 13.20 2.50
14 15.30 3.50
16 17.40 3.50
18 19.50 3.50
20 21.60 3.50
24 25.80 3.50
30 32.00 4.00
36 38.30 4.00
MADE IN THE
USA
4.84
4.94
4.06
28°
6.19
7.62
7.69
0.58
0.62
0.39
0.33
3k
%x3
4
5.92
6.02
4.90
28'
7.50
9.06
9.12
0.60
0.75
0.39
0.34
N
-%x3Yz
4
8.02
8.12
7.00
28'
9.50
11.06
11.12
0.63
0.88
0.43
0.36
N
-Nx3'/i
6
10.17
10.27
9.15
28°
11.75
13.31
13.37
0.66
1.00
0.45
0.38
N
'Ax3Ys
6
12.22
12.34
11.20
28'
14.00
15.62
15.62
0.70
1.00
0.47
0.40
N
-%x31k
8
14.32
14.44
13.30
280
16.25
17.88
17.88
0.73
1.00
0.49
0.42
'N
Nx3Yz
8
16.40
16.54
15.44
28'
18.75
20.31
20.25
0.79
1.25
0.56
0.47
N
3/x4
10
18.50
18.64
17.54
280
21.00
22.56
22.50
0.85
1.31
0.57
0.50
%
3kx4
12
20.60
20.74
19.64
28°
23.25
24.83
24.75
1.00
1.38
0.68
0.54
N
3Ax4
12
22.70
22.84
21.74
28°
25.50
27.08
27.08
1.02
1.44
0.69
0.57
N
%x4
14
26.90
27.04
25.94
28°
30.00
31.58
31.50
1.02
1.56
0.75
0.61
N
3/,x4Y1
16
33.29
33.46
32.17
20°
36.88
39.12
39.12
1.31
2.00
0.82
0.66
11/8
1x5h
20
39.59
39.76
38.47
20'
43.75
46.00
46.00
1.45
2.00
1.00
0.74
11/8
1x51h
24
Tyler Pipe/Utilities Division - PO. Box 2027 - Tyler, Texas 75710 - (903) 882-5511
Union Foundry Company - P.O. Box 309 - Anniston, Alabama 36202 - (256) 236-7901
BID ITEM 8, 9, 13, 15, 18
28U
C170 FLANGED FITTINGS
SIZES:
STANDARDS:
PRESSURE RATING:
NSF-61:
COATING:
CEMENT LINING:
EPDXY COATING:
BARE:
FLANGES:
FLANGE THICKNESS:
M
1
MADE IN THE
USA)
SUBMITTAL
2" through 30"
ANSI/AWWA C1 10/A21 .10
250 PSI
Meets all requirements, UL Certified
ANSI/AWWA C104/A21 .4 AND
Tnemec 140N-1211
ANSI/AWWA C104/A21 .4
ANSI/AWWA C1 16/A21 .16
Available
ANSI CLASS 125 B16.1
ANSI/AWWA C115/A21.15; STANDARD CLASS
125 TEMPLATE FOR DRILLING BOLT HOLES
FLANGE DETAILS
Nominal Dia. of Flange
Pipe Size Flange Bolt Thickness Bolt Hole Number Bolt Dia.
Inch O.D. Circle T Diameter of Bolts and Lengths
2
6
4.75
.62
.75
4
5/ax21/4
3
7.5
6
.75
.75
4
%x2%2
4
9
7.5
.94
.75
8
5/ax3
6
11
9.5
1.00
.875
8
3/4x3%2
8
13.5
11.75
1.12
.875
8
3/4x31/2
10
16
14.25
1.19
1.00
12
3/sx4
------>12
19
17
1.25
1.00
12
%ax4
14
21
18.75
1.38
1.125
12
1x41/2
16
23.5
21.25
1.44
1.125
16
1x4%2
18
25
22.75
1.56
1.25
16
'/ex5
20
27.5
25
1.69
1.25
20
/ex5
24
32
29.5
1.88
1.375
20
1/4x5'/2
30
38.75
36
2.12
1.375
28
11/4x6'/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.
Tyler Pipe/Utilities Division - PO. Box 2027 - Tyler, Texas 75710 - (903) 882-5511
Union Foundry Company - PO. Box 309 - Anniston, Alabama 36202 - (256) 236-7901
BID ITEM 8, 9, 10, 11, 15, 19
'010�
TYLER UNION`"
Quality Waterworks Products
24U-*Mechanical Joint
Retainer Gland
Series 100
Revised 06/ 11
SUBMITTAL
(Current revisions for all Standards apply)
SIZES: ............................ Series 100 for 3" through 24"
STANDARDS: ................. Per ANSI/AWWA C110, CI l 1, and C153; cast with ASTM A536 Ductile Iron.
Sizes 3"-12" are recommended for Class 50 through Class 56 ductile pipe
Sizes 14"-24" are recommended for Class 53 through Class 56 ductile pipe
DEFLECTION: ................. Maximum recommended deflection of joints is 2° for 3" through 12" and 1 ° for 14"
through 24"
BOLTS: ........................... ANSI/AWWA Cl 1 1 /A21.1 1-7, for assembly use AWWA C153 length standard T-bolts.
The set screws are square headed with Type C knurled cup points, 4140 grade alloy
steel that is heat treated to a Rockwell "C" 45/53 case hardness and are shipped
assembled in the gland
PRESSURE RATING:....... Refer to chart provided below
NSF-61: ......................... Meets all requirements, UL Registered
COATING: ..................... ANSI/AWWA C104/A21 .4-08 (asphaltic paint that is NSF61 approved)
INSTALLATION: ............. Per Tyler Union instructions below. Note: Not for use on Plain end fittings
2
3
4
5
T-BOLTS (to secure Gland to Hubl
4" to 24" Retainer gland T-bolts torque to 60 ft Ibs
SET SCREWS (to secure Gland to Pipe)
Set screw recommended torque value is 75 ft Ibs
Wash bell and plain end with soapy water,
then slip gland and gasket over plain end
with the small side of the gasket and ring
side of of the gland facing the bell.
Slip plain end into bell. Brush soapy water
on gasket. This lubricates the gasket and
allows it to slip easily into place. Push
gasket into bell making sure it is evenly in
the bell gasket landing.
Slide the gland into position against the
back of the gasket. Align bolt holes, insert
T-bolts and tighten nuts to finger tight.
Snug up all T-bolt nuts evenly. Alternating
at 180°, tighten the T-bolt nuts to a torque
of: 3" - 60 foot pounds
4" thru 24" - 90 foot pounds.
Snug up all set screws evenly. Using a
torque wrench, tighten the set screws
alternating at 180' to the recommended
torque value of 75 foot pounds. If required
double check set screws immediately.
Size
Pressure
Rating,
psi
Gland
O.D.
B
Pipe O.D.
O.D.
A
D.I. Pipe
Wall
Class
No of
Set
Screws
Size of
Set
Screws
Gland Wt w/
Wt Acces.
3
350
7.69
3.96
50-56
4
%x2
4
8
4
350
9.12
4.80
50-56
4
%x2
5
11
6
350
11.12
6.90
50-56
6
%x2
9
16
8
250
13.37
9.05
50-56
9
%x2
13
21
10
250
15.62
11.10
50-56
12
%x2
17
26
12
150
17.88
13.20
50-56
16
%x2
20
28
14
250
20.25
15.30
53-56
20
%x21/2
44
55
16
200
22.50
17.40
53-56
24
%x21/2
54
64
18
200
24.75
19.50
53-56
24
%x2'/2
62
72
20
200
27.00
21.60
53-56
28
%x3
76
91
24
150
31.50
25.80
53-56
32
%x3
103
118
* Not included
in
AWWA Cl
10 or AWWA C153
Tyler: 1 191OCR 492-Tyler, TX 75706-(800) 527-8478 / Anniston:1501 W. 17th. St. -Anniston, AL 36201-(800) 226-7601
Corona:1001 El Camino Ave. -Corona, CA 92879-(866)527-8471 / Portland: 6204 N. Marine Dr. -Portland, OR 97203-(866) 527-8471
www.tylerunion.com
BID ITEM 8, 12, 18
ROMAC INDUSTRIES, INC.
ROMAGRIP
MECHANICAL JOINT RESTRAINING GLAND
3 THROUGH 12 INCH
SUBMITTAL INFORMATION
USE The Romac RomaGrip restraining gland is used for the
restraint of mechanical joint ductile iron pipe, valves, fittings, and fire
hydrants in water transmission and fire protection lines. It may also
be used on steel pipe (minimum thickness schedule 40) with MJ by
IPS transition gasket. The RomaGrip replaces costly concrete thrust
blocks, corrodible steel tie rods and clamps. Not for use on plain end
mechanical joint fittings. The RomaGrip may be used on cast iron
pipe as long as it has the same OD as ductile iron pipe.
Note: Some initial axial movement may occur in lug style restraints as the lugs seat. Movement is directly
related to the size of the piping system and the system pressure. In general terms movement of
approximately 0.25 can be expected in restraints under 16". For larger sizes, movement of
approximately 0.40 may be seen. If this is critical to your application please contact Romac
Engineering for additional information.
MATERIALS
Gland Ductile (nodular) iron, meeting or exceeding ASTM A 536-84, Grade
65-45-12.
Gaskets A standard MJ gasket is used with this fitting.
See ANSI/AWWA C111/A21.11 for gasket specs.
Restraining Bolt 7/8 —9 roll thread, Ductile (nodular) iron, meeting or exceeding
ASTM A 536-84.
Restraining Lugs Ductile (nodular) iron, meeting or exceeding ASTM A 536-84.
Heat treated using a proprietary process.
Lug Locators Polyurethane, a thermo-set plastic.
Coatings Shop coat applied to the casting for corrosion protection in transit.
Epoxy coating optional.
PERFORMANCE
Nominal
Number of
Approx.
Working
Test
Maximum
Pipe
Restraining
Weight
Pressure
Pressure
Joint
Size
Bolts
(Ibs)
(psi)
(psi)
Deflection
3
2
6
350
700
50
4
2
7.5
350
700
50
6
3
11
350
700
50
8
4
16.5
350
700
50
10
6
23
350
700
50
12
8
29.5
350
700
5'
FM Approved FM approved for cast iron and ductile iron pipe at 175 psi working
pressure (4 : 1 test).
UL Listed UL listed for cast iron and ductile iron pipe.
Document Number 05-8-00 8/06
This information is based on the best data available at the date printed above, please check with Romac Engineering
Department for any updates or changes.
Phone (425) 951 6200 • Toll Free 1 800 426 9341 • Fax (425) 951 6201 • www.romacindustries.com
611
PACIFIC STATES PSCIPCO
CAST IRON PIPE COMPANY
DIVISION OF MCWANE, INC.
P.O. BOX 1219, PROVO, UTAH 84603
TELEPHONE (AREA CODE 801) 373-6910
GENERAL CERTIFICATION OF COMPLIANCE
SOLD TO: Buno Construction, LLC
CONTRACTOR: Buno Construction, LLC
JOB: City of Renton Monterey Terrace Water Replacement Project
DATE: 3-28-2014
We certify that the all material manufactured by Pacific States Cast Iron Pipe Company is manufactured in Provo, UT in the United
States and manufactured and inspected in accordance with the following specifications and meets all the requirements thereof:
QTY
SIZE
JOINT
CLASS
DESCRIPTION
144'
6
TYTON
52
DUCTILE IRON PIPE CL SC/SC
3,444'
8
TYTON
52
DUCTILE IRON PIPE CL SC/SC
344'
12
TYTON
52
DUCTILE IRON PIPE CL SC/SC
Ductile Iron Pipe
X ANSI/AWWA C151/A21.51-02
X ANSI/AWWA C150/A21.50-02
Fittings
ANSI/AWWA C110/A21.10-03
ANSI/AWWA C153/A21.53-06
(CI CL 350 Short Body)
Polywrap
ANSI/AWWA C105/A21.5
ASTM A674
PACIFIC STATES CAST IRON PIPE
Jason Barnes
SALES DEPARTMENT
Joints
X TJ:MJ/TJ:RJ - ANSI/AWWA C111/A21.11-07
MJ - ANSI/AWWA C111/A21.11-07
FLANGE - ANSI C115/A21.15-05
Linin (per ANSI/AWWA C104/A21.4-03)
X Asphaltic Coating Inside
X Standard Cement Lining
Double Cement Lining
Other
Other
X UL:MH16433 (N)
X FM:Jl2VOA8.AH
X NSF:61-1989
Push -on Joint Pipe
Pacific States uses the proven pipe joint sealing system-Tyton® for 3 through 24" and Fastite® for
30 & 36". These designs incorporate a single rubber gasket "o-ring" seal.
I
A B NOMINAL LAYING LENGTH -
TytonO Joint
Pipe Size
In.
Pipe Thickness Inches
Outside
Diameter
Dimensions in Inches
Bell Weight
Pounds
From
To
In.
A
B
3
.25
.40
3.96
9
4
.25
.41
4.80
7.10
3.15
11
6
.25
.43
6.90
8.63
3.38
16
8
.25
.45
9.05
10.94
3.69
24
10
.26
.47
11.10
13.32
3.75
32
12
.28
.49
13.20
15.06
3.75
39
14
.28
.51
15.30
17.80
5.00
61
16
.30
.52
17.40
19.98
5.00
60
18
.31
.53
19.50
22.00
5.00
66
20
.33
.54
21.60
24.12
5.25
80
24
.33
.56
25.80
28.43
5.50
110
*Push -on Joint has a nominal laying length of 18 ft. for 6 in. through 24 in. and 20 ft. for 3 in. and 4 in.
A B NOMINAL LAYING LENGTH
FastiteO Joint
Pipe Size
In.
Pipe Thickness Inches
Outside
Diameter
*Dimensions in Inches
From
To
In.
A
B
30
.34
.63
.73
32.00
34.95
6.50
36
.38
38.30
41.37
6.50
*Nominal laying length is 18 tt.
Pacific States Cast Iron Pipe Co. 15
PUSH -ON JOINT PIPE ASSEMBLY
Step t. Thoroughly clean out the bell with special attention to the gasket recess. Remove any foreign
material or excess paint. Clean the spigot or beveled plain end and remove any sharp edges
with a standard file.
Step 2. After making sure that the correct gasket is being used, insert it into the recess in the bell with
the small end of the gasket facing the bell face.
Step 3 Apply lubricant to the inside surface only of the gasket, making sure that the entire surface is
coated. Apply a generous coating of lubricant to the beveled portion of the plain end.
Step 4. Guide the plain end into the bell and, while maintaining straight alignment, push the plain end
into the bell socket. Once the joint is assembled, necessary deflection can be accomplished.
When assembly is complete, the bell face should be aligned between the two white depth rings.
Step 1
Step 2
U
Step 3b
Step 4
16 Pacific States Cast Iron Pipe Co.
C4&
Step 3a
Completed Installation
JOINT DEFLECTION CHART
PUSH -ON JOINT PIPE
Maximum Allowable Joint Deflection
Pipe Size
In.
Y-Maximum Joint
Deflection in
Degrees
X Deflection
in Inches 18 ft.
Length
Approximate Radius in ft. of Curve
Produced by Succession of Joints
18 ft. Length
3
50
21*
21*
230*
230*
205 - —
205
4
50
6
50
19
8
1 50
- 19
10
5°
19
205
12
50
19
205
14
50
19
205
16
50
19
205
18
50
19
205
20
5°
19
205
24
50
19
205
30
5*
19
205
36 1
3*
11
340
*20 ft. length
Pacific States Cast Iron Pipe Co. 17
PSCIPCO
FIELD CUTTING DUCTILE IRON PIPE
When it is necessary to field cut ductile iron pipe, the installer should select a piece of pipe that
has been marked for field cutting. All ductile iron pipe has a slight taper due to the manufacturing
process. If the pipe is not marked for field cutting then the diameter of the pipe should be checked
prior to cutting. This can be done with an OD tape or by using an MJ follower to check the
diameter of the pipe. No pipe should be cut within 24 inches of the bell face.
Pipe Size
In.
Min. Pipe
Diameter In.
Maas Pipe
Diameter In.
Min. Pipe
Circumference In.
Max. Pipe
Circumference In.
3
3.9
4.02
12-1 /4
12-5/8
4
4.74
4.86
14-29/32
15-9/32
6
6.84
6.96
21-1 /2
21-7/8
8
8.99
9.11
28-1 /4
28-5/8
10
11.04
11.16
34-11/16
35-1/16
12
13.14
13.26
41-9/32
41-21/32
14
15.22
15.35
47-13/ 16
48-7/32
16
17.32
17.45
54-13/32
54-13/16
18
19.42
19.55
61
61-13/32
20
21.52
21.65
67-19/32
68
24
25.72
25.85
80-13/16
81-7/32
30
31.94
32.08
100-11/32
100-25/32
36
1 38.24
38.38 1
120-1 /8 1
120-9/ 16
Above Table Based on ANSI/AWWA C151/A21.51 Guidelines for Push -On Joints.
18 Pacific States Cast Iron Pipe Co.
SHORT FORM SPECIFICATION
Scope
This specification covers the general requirements for Pacific States ductile iron pressure pipe for conveying
water and other liquids.
Conformance
Ductile iron pipe, 3" through 36", shall meet the requirements of ANSI/AWWA C151/A21.51 and
ANSI/AWWA C150/A21.50.
Joints
Rubber -gasket joints shall be Tyton® Joint Y-24" and Fastite® Joint 30"-36" and meet the
requirements of ANSI/AWWA C111/121.11.
Coating and Lining
Outside coating shall be an asphaltic coating approximately one mil thick. Pipe shall be cement -mortar
lined per ANSI/AWWA 004/0.4.
Pacific States Cast Iron Pipe Co. 19
PSCIPCO
APPLICABLE SPECIFICATIONS
Ductile Iron Pipe and Fittings
Specifications
Ductile Iron Pressure Pipe - Design
ANSI/AWWA C150/A21.50: Thickness Design of
Ductile Iron Pipe
Ductile Iron Pressure Pipe for Water
ANSI/AWWA - C151/A21.51: Ductile Iron Pipe,
Centrifugally Cast for Water or Other Liquids
Ductile Iron Flanged Pipe
ANSI/AWWA C115/A21.15: Flanged Ductile Iron Pipe
with Ductile or Gray Iron Threaded Flanges
Ductile Iron Culvert Pipe
ASTM A746 Standard Specification for Ductile Iron
Gravity Sewer Pipe
Ductile Iron Sewer Pipe
ASTM A746 Standard Specification for Ductile Iron
Gravity Sewer Pipe
AWWA C110/A21.10: Gray -Iron and Ductile Iron
Gray and Ductile Iron Fittings for Water (Full Body)
Fittings, 3 in. Through 48 in., for Water and Other
Liquids
Compact Ductile Iron Fittings
ANSI/AWWA C153/A21.53: Ductile Iron Compact
Fittings, 3" Through 24" for Water Service
Joints for Pipe and Fittings
ANSI/AWWA C111/A21.11: Rubber -Gasket Joints for
Ductile Iron Pressure Pipe and Fittings
Cement Mortar Lining
ANSI/AWWA C104/A21.4: Cement -Mortar Lining for
Ductile Iron Pipe and Fittings for Water
Polyethelene Encasement
ANSI/AWWA C105/A21.5: Polyethylene Encasement
for Ductile Iron Pipe Systems
Installation and Testing
ANSI/AWWA C600: Installation of Ductile Iron
Water Mains and Their Appurtenances
20 Pacific States cast iron Pipe co.
THICKNESS CLASS SUBMITTAL
Selection Table for laying Conditions
This table shows thickness class of pipe necessary for the rated water working pressures and maximum
depth of cover. The thicknesses in this table are equal to or in excess of those required to withstand the
rated working pressures plus a surge allowance of 100 psi. Ductile iron pipe for working pressures higher
than 350 psi is available.
Pipe Size
In.
Thickness
Class
Nominal
Thickness
In.
Rated
Water
Laying Condition
Maidmum Depth of Cover, Feet #
Working
Press.
psi
Type 1
Type 2
Type 3
Type 4
Type 5
Trench
Trench
Trench
Trench
Trench
3
52
.28
350
100*
100*
100*
10o*
100*
3
54
.34
350
*
100*
100*
100*
100*
4
51
.26
350
86
96
100*
100*
4
52
.29
350
*
L76
100*
100*
100*
100*
4
53
.32
350
*
100*
100*
100*
100*
4
54
.35
350
*
100*
100*
100*
1 100*
6
50
.25
350
32
38
44
56
75
6
51
.28
350
49
57
64
80
100*
6
52
.31
350
67
77
86
100*
100*
6
53
.34
350
91
100*
100*
100*
100*
6
54
.37
350
1 100*
100*
1o0*
100*
100*
6
55
.40
350
100*
100*
100*
100*
100*
6
56
.43
350
100*
100*
100*
100*
100*
8
50
.27
350
25
30
36
46
1 64
8
51
.30
350
36
42
49
61
81
8
52
.33
350
47
54
62
77
99
8
53
.36
350
64
73
82
100*
100*
8
54
.39
350
80
91
100*
100*
100*
8
55
.42
350
98
100*
100*
100*
1o0*
8
56
.45
350
100*
100*
100*
100*
100*
10
50
.29
350
19
24
29
38
55
10
51
.32
350
27
32
38
49
66
10
52
.35
350
35
41
47
59
79
10
53
.38
350
45
52
59
74
95
10
54
.41
350
57
65
74
91
100*
10
55
.44
350
67
77
86
100*
100*
10
56
.47
350
81
92
100*
100*
100*
12
50
.31
350
17
22
27
36
52
12
51
.34
350
23
28
33
43 1
60
12
52
.37
350 1
30
35
41
53
71
12
53
.40
350
36
42
49
61
81
12
54
.43
350
45
52
59
74
95
12
55
.46
350
54
62
71
87
100*
12
56
.49
350
64 1
73
83
100*
100*
$An allowance for single H-20 truck with 1.5 impact factor is included for all depths of cover.
*Calculated maximum depth of cover exceeds 100 ft.
§Calculated maximum depth of cover is aft (0.9 m).
ttFor pipe 14 in. (350 mm) and larger, consideration should be given to the use of laying conditions other than Type 1.
Pacmc states cast Iron Pipe Co. 23
PSCIPCO
THICKNESS CLASS SUBMITTALS
Selection Table for laying Conditions
Pipe Size
In.
Thickness
Class
Nominal
Thickness
In.
Rated
Water
Working
Press.
psi
Laying Conditions
Maximum Depth of Cover, Feet #
Type l
Trench
Type 2
Trench
Type 3
Trench
Type 4
Trench
Type 5
Trench
14
50
.33
350
15
19
24
33
49
14
51
.36
350
19
23
28
38
55
14
52
.39
350
24
29
34
44
62
14
53
.42
350
30
35
41
53
71
14
54
.45
350
36
42
49
61
81
14
55
.48
350
43
50
57
71
92
14
56
.51
350
52
59
67
83
100*
16
50
.34
350
1 13
17
21
30
47
16
51
.37
350
16
21
25
34
51
16
52
.40
350
20
25
30
40
57
16
53
.43
350
25
30
36
46
64
16
54
.46
350
30
35
41
53
71
16
55
.49
350
35
41
47
59
79
16
56
.52
350
41
48
55
68
89
18
50
.35
350
1 11
15
20
29
42
18
51
.38
350
14
19
23
32
49
18
52
.41
350
18
22
27
1 36
53
18
53
1 .44
350
22
26
31
41
58
18
54
.47
350
25
30
36
46
64
18
55
.50
350
30
35
41
53
71
18
56
.53
350
35
41
47
59
79
20
50
.36
300
10
14
18
27
38
20
51
.39
350
13
17
21
30
44
20
52
.42
1 350
16
20
25
34
50
20
53
.45
350
19
23
28
38
54
20
54
.48
350
22
27
32
42
59
20
55
.51
350
26
31
37
47
65
20
56
.54
350
30
35
41
53
71
24
50
.38
250
8
12
17
23
31
24
51
.41
300
10
15
19
27
36
24
52
.44
350
13
17
21
30
41
24
53
.47
350
15
19
24 1
33
47
24
54
.50
350
18
22
27
36
53
24
55
.53
350
20
25
30
40
57
24
56
.56
350
24
29
34
44
61
30
50
.39
200
10
14
18
25
30
51
.43
250
12
16
21
29
30
52
.47
300
14
19
24
33
30
53
.51
350
17
21 1
29
38
30
54
.55
350
19
24
33
44
30
55
.59
350
22
27
36
51
30
56
.63
350
26
31
41
57
36
50
.43
200
10
13
17
25
36
51
.48
250
12
16
20
28
36
52
.53
300
15
19
24
32
36
53
.58
350
17
21
28
37
36
54
.63
350
20
25
33
43
36
55
.68
350
23
28
37
50
36
56
.73 1
350
1
26 1
31 1
41
59
Mn allowance for single H-20 truck with 1.5 impact factor is included for all depths of cover.
*Calculated maximum depth of cover exceeds 100 ft
§Calculated maximum depth of cover is aft (0.9 m).
ffFor pipe 14 in. (350 mm) and larger, consideration should be given to the use of laying conditions other than Type 1.
24 Pacific states cast Iron Pipe co.
W
THICKNESS CLASS SUBMITAL
Thickness, Dimensions and Weights of Tyton R' and Fastite'R Joint Ductile Iron Pipe by Size for
Each Thickness
Pipe Size
In.
Thickness
Class
Nominal
Thickness
In.
OD*
In.
Wt. of
Barrel
Per Ft, t
Lb.
TytonO Joint
Wt. of
Wt. Per
Avg. Wt.
Bell
Lgth. t
Per Ft.#
Lb.
Lb.
Lb.
3
52
.28
3.96
9.90
9
205
10.40
3
54
.34
3.96
11.80
9
245
12.20
4
51
.26
4.80
11.30
11
235
11.80
4
52
.29
4.80
12.60
11
265
13.20
4
53
.32
4.80
13.80
11
285
14.40
4
54
.35
4.80
15.00
11
310
15.60
6
50
.25
6.90
16.00
13
300
16.70
6
51
.28
6.90
17.80
13
335
18.50
6
52
.31
6.90
19.60
13
365
20.30
6
53
.34
6.90
21.40
13
400
22.10
6
54
.37
6.90
23.20
13
430
23.90
6
55
.40
6.90
25.00
13
465
25.70
6
56
.43
6.90
26.70
13
490
27.40
8
50
.27
9.05
22.80
20
430
23.90
8
51
.30
9.05
25.20
20
480
26.30
8
52
.33
9.05
27.70
20
525
28.80
8
53
.36
9.05
30.10
20
570
31.20
8
54
.39
9.05
32.50
20
610
33.60
8
55
.42
9.05
34.80
20
650
35.90
8
56
.45
9.05
37.20
20
695
38.30
10
50
.29
11.10
30.10
27
575
31.60
10
51
.32
11.10
33.20
27
630
34.70
10
52
.35
11.10
36.20
27
685
37.70
10
53
.38
11.10
39.20
27
740
40.70
10
54
.41
11.10
42.10
27
790
43.60
10
55
.44
11.10
45.10
27
845
46.60
10
56
.47
11.10
48.00
27
900
49.50
_ 12
50
.31
13.20
38.40
31
735
40.10
12
51
.34
13.20
42.00
31
800
43.70
12
52
.37
13.20
45.60
31
865
47.30
12
53
.40
13.20
49.20
31
930
50.90
12
54
.43
13.20
52.80
31
995
54.50
12
55
.46
13.20
56.30
31
1055
58.00
12
56
.49
13.20
59.90
31
1120
61.60
14
50
.33
15.30
47.50
59
915
50.80
14
51
.36
15.30
51.70
59
990
55.00
14
52
.39
15.30
55.90
59
1065
59.20
14
53
.42
15.30
60.10
59
1140
63.40
14
54
.45
15.30
64.20
59
1215
67.50
14
55 1
.48
15.30
68.40
59
1290
71.70
14
56 1
.51
15.30
72.50 1
59 1
1365 1
75.80
tincludiing bell; calculated weight of pipe rounded off to the nearest 51b. *Tolerances of OD of spigot end; 3-12 in. ±0.06 in., 14-24 in.
#Including bell; average weight per foot, based on calculated weight of +0.05 in., -0.08 in., 30-36 in. +0.08 in., -0.06 in.
pipe before rounding. *'Fastite(S Joint
Pacific States Cast Iron Pipe Co. 25
PSGIPCO
THiCKNESS CLASS SUBMITTALS
Thickness, Dimensions and Weights of Tyton R and Fastite R Joint Ductile Iron Pipe by Size
for Each Thickness
Pipe Size
In.
Thickness
Class
Nominal
Thickness
In.
OD*
In.
Wt. of
Barrel
Per Ft. t
Lb.
Tyton Joint
Wt. of
Bell
Lb.
Wt. Per
Lgth. t
Lb.
Avg. Wt.
Per Ft.#
Lb.
16
50
.34
17.40
55.80
65
1070
59.40
16
51
.37
17.40
60.60
65
1155
64.20
16
52
.40
17.40
65.40
65
1240
69.00
16
53
.43
17.40
70.10
65
1325
73.70
16
54
.46
17.40
74.90
65
1415
78.50
16
55
.49
17.40
79.70
65
1500
83.30
16
56
.52
17.40
1 84.40
65
1585
88.00
18
50
.35
19.50
64.40
74
1235
68.50
18
51
.38
19.50
69.80
74
1330
73.90
18
52
.41
19.50
75.20
74
1430
79.30
18
53
.44
19.50
80.60
74
1525
84.70
18
54
.47
19.50
86.00
74
1620
90.10
18
55
.50
19.50
1 91.30
74
1715
95.40
18
56
.53
19.50
96.70
74
1815
100.80
20
50
.36
21.60
73.50
80
1405
77.90
20
51
.39
21.60
79.50
80
1510
83.90
20
52
.42
21.60
85.50
80
1620
89.90
20
53
.45
21.60
91.50
80
1725
95.90
20
54
.48
21.60
97.50
80
1835
101.90
20
55
.51
21.60
103.40
80
1940
107.80
20
56
.54
21.60
1 109.30
80
2045
113.70
24
50
.38
25.80
92.90
101
1775
98.50
24
51
.41
25.80
100.10
101
1905
105.70
24
52
.44
25.80
107.30
101
2030
112.90
24
53
.47
25.80
114.40
101
2160
120.00
24
54
.50
25.80
121.60
101
2290
127.20
24
55
.53
25.80
128.80
101
2420
134.40
24
56
.56
25.80
1 135.90
101
2545
141.50
30**
50
.39
32.00
118.50
170
2305
127.90
30**
51
.43
32.00
130.50
170
2520
139.90
30**
52
.47
32.00
142.50
170
2735
151.90
30**
53
.51
32.00
154.40
170
2950
163.80
30**
54
.55
32.00
166.30
170
3165
175.70
30**
55
.59
32.00
1 178.20
170
3380
187.60
30**
56
.63
32.00
190.00
170
3590
199.40
36**
50
.43
38.30
156.50
239
3055
169.80
36**
51
.48
38.30
174.50
239
3380
187.80
36**
52
.53
38.30
192.40
239
3700
205.70
36**
53
.58
38.30
210.30
239
4025
223.60
36**
54
.63
38.30
228.10
239
4345
241.40
36**
55
.68
38.30
245.90
239 1
4665
259.20
36** 1
56
.73 1
38.30
263.70
239 1
4985
277.00
tlncluding bell; calculated weight of pipe rounded off to the nearest 51b.
#Including bell; average weight per foot, based on calculated weight of
pipe before rounding.
26 Pacific States Cast Iron Pipe Co.
*Tolerances of OD of spigot end; 3-12 in. ±0.06 in., 14-24 in. +0.05 in.,
-0.08 in., 30-36 in. +0.08 in., -0.06 in.
*'Fastite'k Joint
161ORTHTOWN
Pipe Protection Products
POLYWRAP
Product Data Sheet
TUBULAR POLYETHYLENE PROTECTION FOR
CAST IRON, DUCTILE IRON AND STEEL PIPE
PRODUCT HISTORY
Certain soils and artificial environments have been shown to be corrosive to cast iron pipe. In severe environments,
the life of the pipe has been significantly shortened. Extensive tests and field installations for over 47 years have
shown that loose polyethylene encasement of the pipe is an effective and economical means of corrosion protection.
PRODUCT USE / DESCRIPTION
Polyethylene film prevents contact between the pipe and the sur;-ounding soil for corrosion protection. However, it is
not expected to be an airtight or watertight encasement. It is available in natural (clear), black, purple, blue, green
and custom colors, and it is offered in widths suitable for all pipe sizes.
INSTALLATION
Per AWWA C105-10 there are 3 installation methods. Method A, the most commonly used is described here. The 8
mil polyethylene tube should be cut to lengths that provide a one foot overlap beyond each end of a pipe section.
Slip the tubing over the pipe with the printed side up, and bunch it back to clear both ends. A shallow bell hole
should be made to facilitate installation of the polyethylene. Lower pipe into position and make up the joint. Pull
tubing over the joint from the preceding pipe length and tape it securely to the new pipe length. Overlap the
polyethylene from the new pipe length back over the same joint and tape in place on the preceding pipe barrel. Pull
the polyethylene along the length of the new pipe, folding excess tubing over the top of the pipe barrel and securing
it every 3 to 4 feet. Keep the excess polyethylene for the overlap of the next joint bunched back from the joint in
preparation for making the next joint. Repeat this process for each polyethylene taped into place.
SPECIFICATIONS
The 8 mil minimum, group 2, linear low density, flat tube, virgin polyethylene film provided meets or exceeds the
requirements of AWWA C105-10, ANSI A21.5-10, ASTM D4976 and NT4112-10. The film is marked showing
trademark, year of manufacture, type of resin, specification conformance, applicable pipe sizes and the words
"warning corrosion protection -repair any damage."
PROPERTIES
Tensile Strength
3600 psi, minimum—ASTM D882
Elongation
80011/6, minimum—ASTM D882
Dielectric Strength
800 V/mil, minimum—ASTM D149
Impact Resistance
600 g, minimum—ASTM D1709-8
Propagation Tear Resistance
2550 gf, minimum—ASTM D1922
OPTIONS
Northtown's Polywrap is also made in 3' X 100' flat sheets for wrapping fittings and appurtenances and for use in joint
make-up, as described in 4.4.2.2 of the AWWA standard.
800 WRAP -A -PIPE
P.O. Box 2064 Huntington Beach CA 92647
714 897-0700 Fax 714 897-0600
American Surveying and Engineering LLC, dba
American Engineering Corporation
Land Surveyors
Michael Sjolin, PLS, CFedS/Principal
Michael has more than Sixteen years of experience in cadastral and topographic surveys and
project management. He has vast experience drafting numerous types of survey maps, including
topographic, ALTA, condominium, wetland delineation, long and short plats, GIS mapping, and
boundary line adjustment. In addition, he is well -versed at preparing various types of legal
descriptions and easement documents with exhibit maps using AutoDesk LDD, and AutoDesk
Civil 3D. His attention to detail and careful project approach make him a valuable member of
AEC's professional team.
Michael's experience also includes performing complex boundary computations and construction
staking pre -calculations for a variety of different projects in both the private and public sector.
He is highly capable and has the experience needed to manage multiple projects from beginning
to completion with accuracy and attention to detail, and the ability to maintain required project
budgets and time constraints.
Throughout his career, Michael has completed many projects within the City of Seattle,
including Lot Boundary Adjustments, Short Plats, boundary surveys, topographic surveys,
Condominium surveys, ALTA surveys, and construction surveys.
In addition, Michael utilizes the DPD website to perform property and document research. Due
to his extensive experience, Michael is well -versed with the unique survey methodology and
means common to the City of Seattle, as is the case in many areas throughout Puget Sound.
Project Surveyor
Registration No. 45174
Brett Garr, LSIT, Project Manager/Principal
Brett Garr, LSIT, has more than sixteen years' experience in the field starting his career as a
chairman and working his way up to Project Manager at American Surveying and Engineering
LLC. Brett's surveying experience includes many years of field staking of plats, roads, water,
sewer and infrastructure. Brett understands exactly what is required to produce the finished
products and communicates well with contractors and applies that knowledge in gathering field
data. Brett is a major player in the mapping and the collection of field data for all American
Engineering projects
American Surveying and Engineering LLC 2827 152nd Ave NE, Suite IOC Redmond, WA 98052
Tel (425) 881-7430 • Fax (425) 881-7731
Rory Allen, CESCL, Project Manager/Principal
Rory Allen has more than eight years' experience in the field starting his career as a chainman at
American Engineering and working his way up to survey party chief. Rory understands exactly
what is required to produce the finished products of mapping and site development and applies
that knowledge in gathering field data. Rory is a major player in the mapping and the collection
of field data for all projects. Rory has always pushed himself to keep up with equipment
technology and is constantly working on ways to keep projects within budget while obtaining all
the data that is required for the finished product.
American Surveying and Engineering LLC 2827 152"d Ave NE, Suite 10C Redmond, WA 98052
Tel (425) 881-7430 • Fax (425) 881-7731
BUNO
CONSTRUCTION, LLC
Contractors Registration BUNOCL`98IBN
City of Renton
Monterey Terrace Water Main Replacement Project
EROSION CONTROL PLAN
Erosion Control measures will be constructed per the plans utilized
for construction of the above referenced project and as per detailed on
sheet D-3 of the plans.
These methods will be utilized using "Best Management Practices" to
protect existing Storm Systems and Water Courses throughout the Project
Buno Construction will keep an adequate supply of Erosion Control
Materials on site at all times for utilization when needed.
Please find enclosed details of Sediment Control Devises for Catch Basin
Protection and Silt Fence to be utilized where required per the plans.
Erosion control will be constructed prior to any earth moving activities.
Buno Construction Representative will meet City Inspector on site for
concurrence on erosion control measures needed in different areas
of the project
Erosion Control measures will be implemented so that silt laden waters
will not enter existing storm system or water courses or create an
inconvenience to the public.
(360) 863-2893 - FAX (360) 863-3981 - 20219 - 99th Avenue S.E. - Snohomish, WA 98296
For more information or to place an order, please contact us:
i
ffl1W,ArWEST,NC. OREGON: Portland 503-771-5115 Medford 541-608-1648
WASHINGTON: Woodinville 425-415-6115 Fife 253-922-6641
The Northwest's Largest Inventory of Geosynthetics UTAH: Salt Lake City 801-521-5141
Typical Siltsack® Construction
Type A
INSERT I" REBAR
A*
FOR BAG REMOVAL
FROM INLET
(REBAR NOT INCLUDED)
OPTIONAL OVERFLOW
SILTSACK
DUMP LOOPS
(REBAR NOT INCLUDED)
installed Siltsack held in place by grate.
Type B
DFp1N a
D
INSERT I" REBAR
FOR BAG REMOVAL
FROM INLET
(REBAR NOT INCLUDED)
CURB
OPENING
d
OPTIONAL OVERFLOW
SILTSACKe CURB DEFLECTOR
DUMP LOOPS
(REBAR NOT INCLUDED)
Sediment captured by Siltsack' can easily
be removed from the site.
For more information or to place an order, please contact us:
OREGON: Portland 503-771-5115 Medford 541-608-1648
JA, WESTINC. WASHINGTON: Woodinville 425-415-6115 Fife 253-922-6641
The Northwest's Largest Inventory of Geosynthetics UTAH: Salt Lake City 801-521-5141
Siltsack® Specification
Control of Sediment Entering Catch Basins
(Storm Water Management)
1.0 Description
1.1 This work shall consist of furnishing, installing, main-
taining, and removing Siltsack sediment control device
as directed by the engineer or as shown on the contract
drawings. Siltsack sediment control device is
manufactured by:
ACF Environmental. Inc.
2831 Cardwell Road, Richmond, [irginia 23234
Phone:800-448-3636 . Fax: 804-743-7779
N,iviv. acfenvironmental. corn
2.0 Materials
2.1 Siltsack"'
2.1.1 Siltsack shall be manufactured from a specially
designed woven polypropylene geotextile manufactured
by SI'" Geosolutions and sewn by a double needle
machine, using a high strength nylon thread.
SI Geosolutions:
GAI-LAP ivww.sigeosolutions.com
(800)621-0444
2.1.2 Siltsack will be manufactured to fit the opening of the
catch basin or drop inlet. Siltsack will have the
following features: two dump straps attached at the
bottom to facilitate the emptying of Siltsack; Siltsack
shall have lifting loops as an integral part of the system
to be used to lift Siltsack from the basin; Siltsack shall
have a restraint cord approximately halfway up the sack
to keep the sides away from the catch basin walls, this
yellow cord is also a visual means of indicating when the
sack should be emptied. Once the strap is covered with
sediment, Siltsack should be emptied, cleaned and
placed back into the basin.
2.1.3 Siltsack seams shall have a certified average wide width
strength per ASTM D-4884 standards as follows:
Siltsack Style Test Method Test Method
Regular Flow ASTM D-4884 165.0 lbs./in
Hi -Flow ASTM D-4884 114.6 lbs./in
or SILTSACK® High Flow
Property
Specification
Units
Test Results
Material
Polypropylene
Weight
5.6 oz/sq yd
Color
Black
Grab Tensile Strength
390lbs (530N)
lbs.
255x275
Grab Elongation (Max %)
30%
%
20x15
Traezoid Tear
120 lbs (250N) Min
lbs.
40x50
Puncture
140 lbs (250N) Min
lbs.
135
Mullen Burst
600 psi
P.S.I
420
Coefficinet of Permeability
0.04 in/sec
Permittivity
0.3 gallmin/sq ft
sec '
1.5
Water Flow Rate
152 gal/min/sq ft
gal/min/ft 2
200
AOS
0.212mm
US Seive
40
UV Resistance Strength
90%
Fabric Width
72"
A11 properties are Minimum Average Roll Values (MARV)
3.0 Construction Sequence
3.1 General
3.1.1 To install Siltsack in the catch basin, remove the grate
and place the sack in the opening. Hold out approxi-
mately six inches of the sack outside the frame. This is
the area of the lifting straps. Replace the grate to hold
the sack in place.
3.1.2 When the restraint cord is no longer visible, Siltsack is
full and should be emptied.
3.1.3 To remove Siltsack, take two pieces of I" diameter
rebar and place through the lifting loops on each side of
the sack to facilitate the lifting of Siltsack.
3.1.4 To empty Siltsack, place it where the contents will be
collected. Place the rebar through the lift straps
(connected to the bottom of the sack) and lift. This will
turn Siltsack inside out and empty the contents. Clean
out and rinse. Return Siltsack to its original shape and
place back in the basin.
3.1.5 Siltsack is reusable. Once the construction cycle is
complete, remove Siltsack from the basin and clean.
Siltsack should be stored out of the sunlight until
needed on another project.
4.0 Basis of Payment
Siltsack Regular
Flow
Property
Test Method
Units
Test Results
4.1 Payment for all Siltsack used during the construction is
Grab Tensile
ASTM D-4632
lbs.
315000
to be included in the bid price for the overall erosion and
Grab Elongation
ASTM D -4632
%
15x15
sediment control plan unless unit price is requested.
Puncture
ASTM DA33
lbs.
125
Maintenance of Siltsack also to be included in this
Mullen Burst
ASTM D-3786
P.S.I.
650
Trapezoid Tear
ASTM D-4533
lbs.
120x150
price.
UV Resistance
ASTM D-4355
%
90
Apparent Opening
ASTM D-4751
US Sieve
40
'Siff sack is covered by U.S. Patent No. 5.575,925.
Flow Rate
ASTM D-4491
Gal/Min/Ft'
40
Permittivity
ASTM D-4491
sec 1
0.55
BMP C233: Silt Fence
Purpose Use of a silt fence reduces the transport of coarse sediment from a
construction site by providing a temporary physical barrier to sediment
and reducing the runoff velocities of overland flow. See Figure 4.19 for
details on silt fence construction.
Conditions of Use Silt fence may be used downslope of all disturbed areas.
Silt fence is not intended to treat concentrated flows, nor is it intended
to treat substantial amounts of overland flow. Any concentrated flows
must be conveyed through the drainage system to a sediment pond.
The only circumstance in which overland flow can be treated solely by
a silt fence, rather than by a sediment pond, is when the area draining
to the fence is one acre or less and flow rates are less than 0.5 cfs.
41 Silt fences should not be constructed in streams or used in V-shaped
ditches. They are not an adequate method of silt control for anything
deeper than sheet or overland flow.
Joints in filter fabric shall be spliced at
posts. Use staples, wire rings or 2"x2" by 14 Ga, wire or
equivalent to attach fabric to posts equivalent, if standard__
strength fabric used
II I
Filter fabric --y-
! C
II I E
II I N
�-6' mMinimum 4"x4" trench - —1 E
J I N
Backfill trench with native soil or 3/
Post spacing may be increased or 3/4"-1.5" washed gravel
to 8' if wire backing is used
2"x2" wood posts, steel fence
posts, or equivalent
Figure 4.19 — Silt Fence
T"
I
3i
BID ITEM 13
An Industry Leader in Underground and In -Plant applications.
NSF
Approved
PROUDLY
MADE IN ANNISTON, ALASAMA
USA
M&H Style 4500 & 1450
■ AWWA Class 150B Butterfly Valves
■ Suggested Specifications: 3" - 54"
■ Consult Factory for valves 60" - 120"
A. GENERAL
All butterfly valves shall be of the rubber -seated tight -closing
type. They shall meet or exceed AWWA standard C504,
Latest edition. All valves shall be M&H 4500/1450 butterfly
valves, or approved equal. Written approval must be given
prior to bid.
Both ends shall be AWWA C111 mechanical joint or per
flanged ANSI B16.1 (or as otherwise noted on plans and
specs) per AWWA Standard C111.
B. VALVE SHAFT
Valve shafts shall be 18-8 Type 304 stainless steel. Each
valve shaft shall be of a one piece design for valves 12" and
smaller and a two piece design for valves 14" and larger.
Valve shafts shall have a minimum diameter extending
through the valve bearings and into the valve disc as speci-
fied in AWWA C504, Table 3. As well, all valve shafts must
meet or exceed the minimum connection torque requirement
set forth in AWWA C504, Section 4.5.3.2.
C. VALVE BODY AND DISC
For valve sizes 3" — 16", valve body and disc shall be high
strength cast iron to ASTM A126. Class B or high strength
ductile iron to ASTM A536 with ASTM A276 Type 304 stainless
steel body seats.
Valves 18" and larger, Valve body shall be of high strength
ductile iron to ASTM A536, Grade 65-45-12 with ASTM A276
Type 304 stainless steel body seat. Valve disc shall be high
strength cast iron to ASTM A126, Class B.
D. VALVE SEAT
Rubber valve seats shall be a full -circle 360-degree seat not
penetrated by the valve shaft. Valve seat may be Buna-N or
Buna-S for cold water applications and EPDM for air and high
temperature applications.
The valve seat will be attached to the valve disc by ASTM
A276 Type 304 stainless steel self-locking fasteners. The
valve seat must be easily field adjustable and replaceable
without any special tools or lengthy curing time.
E. SHAFT SEALS
Valve shaft seals shall be of the O-ring type and utilize the
same elastomer as specified for the valve seats and for the
intended service. Valves using self -compensating split V-type
packing will not be accepted. All valve shaft seals must be
easily field replaceable.
F. VALVE OPERATOR
Valve operators shall be of the traveling nut type, sealed, gas-
keted and lubricated for underground or in -plant service.
Operator shall be capable of withstanding an overload input
torque of 450 ft-lbs. at full -open or full -closed position without
damage to the valve operator. Operators for valves 14" and
larger must have a 304 stainless steel external stop limiting
device and travel adjustment. The travel adjustments must
be able to be operated without removing the valve from the
line or removing the actuator cover. No internal travel adjust-
ment devices will be acceptable. All valve actuators must be
sized per AWWA C504, Latest edition torque requirements.
Certification of proof of design and torque requirements shall
be submitted to the owner during shipment.
Handcrank, Handwheel or Chainwheel —All manual opera-
tors for service other than underground shall have a position
indicator and shall be totally enclosed and permanently lubri-
cated. In any event, a maximum pull of 80 lbs. on the crank
or wheel shall produce full C50A Table 1 output torque
throughout entire travel. Operators shall be of the "Traveling -
Nut" type.
Cylinder — Cylinder operator shall be of the base mounted
configuration. Cylinder barrel shall be of molybdenum -disul-
fide lined glass fiber reinforced epoxy tubing, to provide a cor-
rosion -free, self -lubricated high strength barrel. Rod seal
shall be of urethane, molybdenum -disulfide filled. to provide
a self -lubricated, long life seal.
G. COATINGS
The valve interior and exterior surfaces shall be coated in
accordance with the latest revisions of AWWA C504 and
must be NSF 61 certified.
K
AA=NO. OF TAPPED HOLES EACH FLANGE
AB=SIZE OF TAPPED HOLES
S=DEPTH OF TAPPED HOLES
VALVE
SIZE
OPERATOR
MODEL
D
E
F
G
H
K
L
M
N
3" & 4"
65
2
3 9/16
3 7/16
3
7 3/4
3 7/16
2 1/4
1 3/8
16 1/2
6"
150
2
3 9 16
3 7/16
3
7 3/4
3 7/16
2 1/4
1 3/8
16 1/2
8"
250
2 1/16
3 11/16
4 1 16
3 7/8
8 3/4
4 1/2
2 3/8
2
24
10" & 12"
510
2 1/4
4 112
5 7/16
5 3/16
10 1 16
6 1 /8
2 3/4
3
36
14",16",18" & 20-1
1250
3 3/16
1 5 3/4
1 8 3/8 1
7
112 5/16
7 7/8
3 1/4
4
1 48
24" 1
2200
3 3/16
1 6 1/4
1 10 3/8 1
9
114 5/16
10 3/4
3 7/8
6
1 72
VALVE
SIZE
A
B
C
J
P
Q
R
S
AA
AB
WEIGHT
3"
4
5 7/16
6
5
4
5 8
9
15 16
4
5/8-11
75
4"
4
5 7/16
7 1/2
5
8
5 8
9
15 16
4
5 8-11
75
6"
5
6 1/2
9 1/2
5
8
3/4
11
1
4
3 4- 00
95
8"
6
7 9 16
11 3/4
6
8
3/4
13 112
1 1 8
4
3 4-10
140
10" 1
7 3/4
9 5/8
14 1/4
8
12
7/8
16
1 3/16
-
-
232
12"
9 1/2
11 3/8
17
8
12
7/8
19
1 1/4
-
-
300
14"
10 7/16
12 15 16
18 3/4
8
12
1
21
1 3/8
4
1-8
485
16"
12 3/16
14 11/16
21 1/4
8
16
1
23 112
1 7/16
4
1-8
570
18"
13 5/16
15 13 16
22 3/4
8
16
1 1 8
25
1 9 16
4
1 1 8-7
735
20"
14 7/8
17 3/8
25
8
20
1 1 8
1 27 1 2
1 11/16
4
1 1 8-7
860
24"
17 19/32 1
20 1/8 1
29 1/2
8
20
1 1 4
32
1 7 8
4
1 1 4-7
1165
NOTE 1: FLOW MAY BE IN EITHER DIRECTION
NOTE 2: VALVE SHAFT WILL MEET OR EXCEED REQUIREMENTS OF SHAFT TABLE PER AWWA STANDARD C-504 FOR APPLICABLE CLASS.
NOTE 3: REFERENCE AWWA C-504 FLANGES & DRILLING (A.N.S.I. 125)
NOTE 4: "N" = NUMBER OF TURNS TO CLOSE
NOTE 5: "P" = NUMBER OF BOLTS ON EACH FLANGE
NOTE 6: "Q" = DIAMETER OF BOLTS
NOTE 7: OPERATED BY 2" AWWA OPERATING / WRENCH NUT
DWN: TRIJ 3" THRU 24" STYEL 4500
M&H VALVE COMPANY DATE: 7/1/05 CLASS 150 BUTTERFLY VALVE
ANNISTON,ALABAMA BURIED OPERATOR
A DIVISION OF MCWANE INC. DWG. N0.
BFE-15-45C FLANGED ENDS
THIS DRAWING ANO ALL INFORMATION IS OUR PROPERTY AND SHALL NOT BE USED, COPIED, OR REPRODUCED WITHOUT WRITTEN CONSENT. DESIGN AND INVENTION RIGHTS RESERVED.
BID ITEM 10, 11, 12
SPECIFICATIONS / AVAILABLE CONFIGURATIONS & STYLE NUMBERS
M&H AWWA C515 RESILIENT WEDGE GATE VALVES (2000)
Size Range
Water Working
Pressure psi
Bubble Tight Seat
Test psi
Hydrostatic Shell
Test psi
AWWA 4" —12"
250 Water Works
250 & 400
500
ULFM 4" — 12"
200 Fire Protection
250 & 400
500
Style No.
Style No.
Style No.
Size
With
With
With
Available End Connections Range
2" Nut
Hand wheel
Post Plate
Mechanical Joint (NRS) 2"-12"(no 2 %") 7571
7571-HW
(3"-12") 7571-P
Flanged Ends (NRS) 2"-12"
7561
7561-HW
(3"-12") 7561-P
Note: 7561 A is Tapped & Plugged in "A"
Position 2"
— 4" = %. " Tap
6" — 12" = %" Tap
Flanged End X Mechanical Joint (NRS) 3"-12"
7572
7572-HW
7572-P
Push -on (For PVC / SDR) 2"-8"
7597
7597-HW
(3"-8") 7597-P
Threaded (NRS) 2"-3"
7057
7057-HW
(3" only) 7057-P
Push -on (For D.I. / C900) (NRS) 4"-12"
7901
7901-HW
7901-P
Push -on X Flange (For D.I. / C900)(NRS) 4"-12"
7902
7902-HW
7902-P
Flanged Ends (OS&Y) 2%Z"42"
7068
N/A
N/A
Note: 7068A is Tapped & Plugged in "A"
Position 2"
— 4" = %2 " Tap
6" —12" ='/4" Tap
Tapping Valve (NRS) 4"-12"
7950
7950-HW
7950-P
Note: Each size accommodates a full size diameter tapping cutter.
M.J. Cutting -in Valve (NRS) 4"-12"
7576
7576-HW
7576-P
Note: 3" and below manufactured to c509 spec, but made of ductile iron.
VALVE ACCESSORIES
Mechanical operational accessories are used for valves having special operational needs such as;
1. Location with limited access
2. Hazardous locations
3. Revision of operational position
4. High Torque Operation
5. Indication of Valve Position
Accessory selection must be evaluated for its capability to transmit the required torque requirements to the
valve. To assure long-term trouble free operation, its materials of construction should take into account
factors relating to corrosion and maintenance.
Accessories used on M&H valves can include the following:
Electric Motor Operators Stem Guides
Indicator Posts Hand wheels
"T" Handles Extension Stems
Floor Boxes Chain Wheels
Floor stands (Non -rising stem) Position Indicators
Miter Box Gearing Electronic Switches
July 2005 / C515 Gate Valves
SUGGESTED SPECIFICATIONS (4"-12") (Styles 7000 NRS: 7068 OS&Y)(1 of 2)
M&H AWWA C515 RESILIENT WEDGE GATE VALVES (2000)
General: Gate valves shall be of the resilient seated wedge type, fusion bonded epoxy coated to ANSI / AWWA C550,
ductile iron body design. They shall comply with the American Water Works Association Gate Valve Standard
C-515-99 as latest revised.
Approvals: Gate Valve to Meet or Exceed the Requirements of AWWA C515
Gate Valve to Meet or Exceed the Requirements of UL-262
Gate Valve to Meet or Exceed FM —1120 / 1130
Gate Valve to Meet NSF 61
Gate Valve Wedge to Meet of Exceed The Requirements of ASTM D429
Testing: Each valve shall be hydrostatically tested to the requirements of both AWWA and UL/FM and be rated for
250 psi AWWA service.
Valves shall be rated for zero leakage at 250psi water working pressure and have a 500psi hydrostatic test for
structural soundness for 4" through 12".
All testing shall be conducted in accordance with AWWA C-515
Pressure Ratings: Size Range Water Working Pressure psi Bubble -tight Test psi Hydrostatic Shell Test psi
4"-12" AWWA 250psi 250psi 500psi
4"-12" ULFM 200psi 200psi 400psi
Materials: All cast iron shall conform to ASTM-A126 Class B. Castings shall be clean and sound without defects that will
impair their service. No plugging or welding of such defects will be allowed.
All ductile iron shall conform to ASTM-536 70-50-05
Stem and wedge nut shall be a copper alloy in accordance with section 4.4.5 of AWWA C515
Bolts for above ground valves shall be electro-zinc plated steel with hex heads and hex nuts in accordance with
ASTM A-307, and A-563 respectively.
Bolts for below ground valves shall be 304 stainless steel with hex heads and hex nuts.
Powder Coating: A high performance, one -part, heat -curable, thermosetting coating which provides superior corrosion resistance
protection for metal parts.
M&H Powder Coating material is a stable, non -toxic resin consisting of 100% solids. It is impervious to and
imparts no taste to potable water. M&H Powder Coating is formulated from materials deemed acceptable in the
Food and Drug Administration Document Title 21 of the Federal Regulations on food additives; Section
175.3000 entitled "Resinous and Polymeric Coatings".
M&H Powder Coating is applied using a heat application, fusion -bonding process which secures the coating
material to the metal valve components. This process provides a visibly void -free coating 5-8 mils thick with
excellent adhesion qualities.
The durable M&H Powder Coating has a hard finish and exhibits excellent corrosion resistance in most aqueous
solutions. It will not sag or cold flow or become soft during long-term storage. In addition to excellent
corrosion resistance to aqueous solutions, the coating has excellent stability and resistance to acidic soil
conditions.
M&H Powder Coating meets both the application and performance requirements of the American Water Works
Association standard ANSI / AWWA C550 entitled "Protective Interior Coatings for Valves and Hydrants".
July 2005 / C515 Gate Valves
SUGGESTED SPECIFICATIONS (4"-12") (Styles 7000 NRS: 7068 OS&Y)(2 of 2)
Design:
Resilient Seated valves shall conform to the latest revision of AWWA Standard C-515-99. 4"-12" shall be UL
listed and FM approved.
The valve shall have a ductile iron body and bonnet.
All internal parts shall be accessible for repair or maintenance without removing the body from the line.
NRS and OS&Y stems shall be of cast bronze. NRS stems shall have integral thrust collar with Deh-in thrust
bearing above and below the collar. NRS stems shall have two machined grooves above the thrust collar and
one groove below for 0-ring seals. The upper two O-rings shall be field removable with the valve under
pressure.
Valves shall be supplied with 0-ring seals at all joints. No flat gaskets allowed.
Blind bolts threaded into tapped holes in bonnet or body shall not be acceptable.
The stem nut shall be of cast bronze and independent of the stem and wedge for NRS valves. Stem nuts for
OS&Y valves shalt be securely fastened to the stem.
Tapping valve shalt pass a full size cutter 4"-12"
The waterway in the seat area shall be smooth, unobstructed, free of cavities and for valves 4" and larger at least
0.19" greater in diameter than the nominal valve size.
Coating
5-8 mill inside and out.
Thickness
Wedge / Gate:
The wedge shall be of cast iron and completely encapsulated with a resilient elastomer material permanently
bonded to the wedge and have a rubber tearing bond that meets ASTM D429.
Marking:
Markings in accordance with AWWA C-515 standard. Includes name of manufacturer, the year of manufacture,
maximum working pressure and size of valve. In addition, country of origin to be clearly cast into body & cover
castings.
Warranty:
Resilient seated gate valves shall be covered by a ten-year limited warranty against defective materials or
workmanship.
End
Mechanical joint end valves to match ANSI / AWWA CI I I/A21.11.
Connections:
Flanged end valves to match ANSI / AWWA CI I0/A21.10 (ASME B16.1, Class 125)
Tapping valves through 12" shall mate all sleeves through 12" outlet regardless of manufacturer. Valves shall be
furnished with tapping sleeve side to ASME B 16.1 Class 125 flanged end with centering ring. Outlet side of
valve shall be mechanical joint with (without) accessories to ANSI / AWWA C111/A21.11.
Push -on ends suitable for stab joints with ductile or cast iron.
Laying Lengths
Valves not listed in ANSI, AWWA, UL, or FM have dimensions per M&H design as noted in catalog.
/ Configurations
July 2005 / C515 Gate Valves
MATERIAL SPECIFICATIONS
M&H AWWA C515 RESILIENT WEDGE GATE VALVES (2000)
STANDARD CAST BRONZE—ASTM B584 CDA844 (Stem Nut) - To AWWA GRADE A
Physical Properties
Minimum tensile strength
29,000psi
Minimum yield strength
14,000psi
Minimum elongation (in 2 inches)
18%
Chemical Analysis
*Copper
78.0 — 82.0
Lead
6.0 — 8.0
Tin
2.3 — 3.5
Nickel (maximum)
1.0
Zinc
7.0 — 10.0
* = CU + NI = 79% Min
CAST BRONZE — ASTM B584 CDA867 (NRS Stem) — To AWWA Grade C
Physical Properties
Minimum tensile strength
80,000 psi
Minimum yield strength
32,000 psi
Minimum elongation (in 2 inches)
15%
Chemical Analysis
Copper 55.0 — 60.0 Lead (maximum)
.50 — 1.5
Aluminum
1.0 — 3.0
Iron
1.0 — 3.0
Nickel (maximum)
1.0
Zinc
30.0 — 38.0
Manganese
1.0 — 3.5
Tin (maximum)
.2
STYRENE BUTADINE RUBBER — ASTM D-5000
Hardness 78±5
100% Modulus (PSf) 800
ALTENATE CAST BRONZE — NDZ-S CA. No. 995 (NRS Stem) To AWWA GRADE E
Physical Properties
Minimum tensile strength
70,000 psi
Minimum yield strength
40,000 psi
Minimum elongation (in 2 inches)
12%
Chemical Analysis
Copper
82.8
Lead (maximum)
.25
Aluminum (maximum)
2.0
Iron (maximum)
5.5
Nickel (maximum)
5.5
Zinc (maximum)
2.0
Silicon (maximum)
2.0
July 2005 / C515 Gate Valves
NO,
DESCRIPTION
MATERIAL
R-1
1
HOLD DOWN HEX BOLT
304 STAINLESS STEEL
R-1�
- --�_�
R-3
R-4
R-5
R - 6 -�
m R-7
R-8
R-9
R-12
R-8
R-4 R-6
R-13 �
�— R-10
o — R-11
0
0
O
O
O
O
R-14 0 0
a — R-10
0
0
p 0 0
R-15
0 0 0
0
0 0
0
DWN: TRIJ
M&H VALVE COMPANY DATE: 7/1/05 RESILIENT SEAT GATE VALVE
ANNISTON,ALABAMA ASSEMBLY EXPLOSION / MATERIAL LIST
A DIVISION OF MCWANE INC. owc. No. C515-NRS-STYLE 7000
�000Ev
TIPS DRAWING AND ALL INFORMATION IS OUR PROPERTY AND SHALL NOT K USED, COPIED, OR REPRODUCED VMIOJT WRITTEN CONSENT. DESIGN AND INVENTION RIGHTS RESERVED.
ITEM QTY.
R-2
CADMAN
Bank Run Gravel for Trench Backfill _ Black Diamond
100.0 1112 U7' 3V 114" #10 af40
0200
90.0 4-
80.0
70.0
vy60.0--f-
Lu
ui
`
30.0
20.0 - �- -+- I •�.
10.0
o.o000
-I-
10.0 to 01
GRAIN SIZE (mm)
DATI: SAMPLED: 3/14/14
SOURCE: A511
TESTED BY: Boil
SAM1 L[:D BY: Ben .1.
SIEVE
SIZE
4"
3"
2 1/2"
2"
METRIC SIEVE
SIZE mm
100.0
75.0
62.5
50.0
ACCCM, W?.
RETAINED
0.00
0.00
0.00
0.00
ACCUM. %
RETAINFD
0.0
ACCUM. Y.
PASSING
100.0
G. BURROW
9-03.1 1 )
A R. Gr. for Tr. BY
9.03 19
0.0
100.0
0.0
100.0
100
0.0
100.0
75-100
75-100
"
0.00
0.0
100.o
ES
EE
392.40
3.2
96.8
3/4"
19.0
1426.60
11.8
88.2
318"
9.5
3779.00
31.2
68.8
1 /4"
6.3
5008.90
41.3
58.7
#4
4.75
5785.90
47.7
52.3
50-80
22-100
# 16
1.18
487.7
81.3
18.E i
6.9
#40
1
658.3
93.1
U-3U
# l UU
0.0. (SU
0
727.6
97.8
2.2
SPLIT PAN WT.- 758.9
\\ L'F#2O0
0.075
SAMPLE WT
750.1
12126.20
99.4
0.6
0-7
50 Min
0-10
30 Min
S.E.-
80
GRAPH REPRESENTS SPF,CIFICATION
11\
CADMAN
Crushed Surfacing Top Course
1000 11/4" 519" 1'2" 31W 114' M10
040 #20
90.0 - - - -- - '
I 80 C -
77 0
z
I Fa•, 50.0 .. I
z •-------
40.0!-- -
a 30.0
t
20 0 _ -- -- - --
10-3 - - - .- ._
---- -
0.0 _ -
130.0 10.0 - - --
1.0 01
GRAIN SIZE (mm)
Black Diamond
00
DATE SAMPLED: 2/17/14
SOURCE: A511
T ESTED BY: Ben J.
SAMPLED BY: Ben J.
COMMENTS:
SII?Vli
SIZE
1 1/2"
I"
3/4"
5/8"
1/2"
1AFFUC SIC•VE
S:ZF.(-nm)
37.5
25.0
19.0
I6.0
12.5
A('CITXt 1YI'
REI A;NED
0.00
1 0.00
0.00
10.80
310.00
ACCUM «
RETAINED
0.0
0.0
0.0
0.1
3.4
ACT'VM •.:
:'AS!
100.0
100.0
100.0
99.9
96.6
C.STC
(i B Pipe Zone Bed
9-03.9(3)
1
99-100
80-100
9-03.12(3)
99-100
75-100
50-100
3/8"
9.5
1 667.80
' 12.7
87.3
I/4"
6.3
2767.90
30.1
69.9
f;4
5.0
3761.60
40.9
59.1
46-66
20-80
# l0
2.0
281.2
67.7
32.3
#40
0.425
489.7
87.6
12.4
8-24.
3-24•
SPLIT PAN WY- 619.2
W1-;T#200
_
0.075
SAMPLE WT
569.2
9206.70
95-2
4.8
0-10
40 Min
0-10
35 Min
I _ 1 11 IvraNu .rl,rexnls results urr specltications in first colul
CADMAN
Crushed Surfacing Base Course
'00.0 1114" 1 US„ irr 3,?' 1K
900
80.0 - .. 1 ------------
70.0
60.0
50.0 -
W
043.0
300
230
10.0 -a---. .
0.0 _
1000 10.0
910
I
Black Diamond
aao n230 --
I
-
-- -... _.._--'------.._..-1.--.....-
1.0 ---- 0A 0.0
GRAIN SIZE (mm)
SIEVE
SV.E
W"MICSIEVE
SIZE (M.)
ACCUIII W7.
RETAINFD
ACCUM %
F(Ll"AINFI)
ACCUM.%
PASSIM;
CSBC
a.eriaZ�am
WSDOT%43M3)
11-SOOT
DATE SAMPLED: 3/3/14
1 1/2"
37.5
0.00
0.0
100.0
100
SOURCE: A511
114'
31.5
0.00
0.0
100.0
99-100
TESTED BY: Ben.).
1 "
25.0
261.00
2.5
97.5
80-100
75-100
SAMPLED BY: Ben J.
3/4"
19.0
2177.20
20.7
79.3
5/8"
16.0
3.556.50
33.7
66.3
50-80
50-100
1/2"
12.5
4563.40
43.3
56.7
3/8"
9.5
5452.20
51.7
48.3
1 /4"
6.3
6754.90
64.1
35.9
#4
5.0
7402.50
70.2
29.8
25-45
20-80
# 10
2.0
356.9
83.7
163
#40
0.425
606.2
93.2
6.8
3-18.
3-24.
WET#200
0.075
713.2
97.2
2.8
0-7.5
0-10
- SPLIT PAN W E= 786.9
SAMPLE WT
10541.20
40 Min.
35 Min.
1 3.1 , / 1 k,ralm represents results for specttication!
Aggregate Source Approval Report Page 1 of I
AM
—� Wash"lonState WSDOT MATERIALS LAB 04/11/2014
T%/ Department of Transportation
Aggregate Source Approval Report
Owner: Cadman, Inc. Aggregate Source: PS-A-511
Lessee: Cadman Inc. Known as: Black Diamond Pit
r: S1/2 Section 24T21N R6E C:nnly: king
Remarks:
Concrete Degradation Value=60... 05/15/2012 BH
Pit Run Materials:
At the discretion of the Project Engineer, preliminary samples for Gradation and Sand Equivalent tests may be performed to determine if the
material does In fact meet the specification for the Intended use:
Backfill for Rock Wall Backfill for Sand Drains Bedding Material for Rigid Pipe
Bedding Material for Thermoplastic Pipe Foundation Material for Classes A, R or C Gravel Backfill for Drains and Drywells
Gravel Backfill for Foundation Class B Gravel Backfill for Pipe Zone Bedding Gravel Backfill for Walls
Gravel Borrow Sand Drainage Blanket Select or Common Borrow
No Preliminary Tests are required to be performed by the State Materials Lab
Gravel Base: Test Date: 02/20/2009 Expiration Date: 02/20/2014
Drainage. Free R Value: 65 Swell Pressure: 0
Contact the Regional Materials Office to request PRELIMINARY SAMPLES be acquired. Evaluation and approval of this site as a source of
GRAVEL BASE is required prior to use.
Mineral Agg. and Surfacing: Test Date: 04/30/2012 Expiration Date: 04/30/2017
Absorption Apparent Sp. G - Bulk Sp. G. (SSD). 2.72 Bulk Sp. G.:
Deg: 72 LA: 13
Currently approved as a source of aggregate for:
A I H
Ballast
RST Crushed Cover Stone
BST Crushed Screenings
Crushed Surfacing Base Course
Crushed Surfacing Key Stone
Crushed Surfaong Top Course
Gravel Backfill for Foundation Class A
HMA Other Courses
HMA Wearing Course
Maintenance Rock
Permeable Ballast
Acceptance tests need to be performed as necessary.
Portland Cement Concrete Aggregates:
ASR - 14 Day. 0.294 ASR - One Year.
FCA Absorption: 1.98 FCA Organics: 2
Mortar Strength: Petrographic Analysis:
Currently approved for:
Coarse Concrete Aggregates
Fine Concrete Aggregates
Test Date: 05/10/2012 Expiration Date: 05/10/2017
CCA Absorption 1-34 CCA Sp G- 2.698
FCA Sp. G: 2 LA: 12
ASR MITIGATION MEASURES ARE REQUIRED PER WSDOT STD. SPEC. 9-03.1(1), WHEN USING AGGREGATE FROM THIS SOURCE FOR
PORTLAND CEMENT CONCRETE.
Acceptance tests need to be performed as necessary
Riprap and Quarry Spalls:
Test Date: Expiration Date:
Please see Remarks for Riprap and Quarry Spalls results.
Contact the Regional Materials Office to request PRELIMINARY SAMPLES be acquired. Evaluation and approval of this site as a source of RIP
RAP AND QUARRY SPALLS is required prior to use.
Distribution: Physical Testing __. _ Project Engineer
Aggregate Source Approval System
Region Operations Region Materials_ ____ ._
htti)://www.wsdot.,,va.aov/biz/mats/asa/ASARenort.cfm?prefix=A&nit no-511 4/111/2014
BID ITEM 21, 22
Ji agle Building essentials
or n be better lomorrow-
GRAVITY SEWER
SUBMITTAL AND DATA SHEET
PIPE SIZE
(IN)
AVERAGE O.D.
(IN)
NOM. I.D.
(IN)
MIN. T.
(IN)
MIN. E
(IN)
APPROX. D
(IN)
APPROX. WEIGHT
(LBS/FT)
SDR 35 (PS46) ASTM D3034
4
4.215
3.975
0.120
3.50
4.695
1.05
6
6.275
5.915
0.180
4.25
6.995
2.36
8
8.400
7.920
0.240
4.75
9.360
4.24
10
10.500
9.900
0.300
6.00
11.700
6.64
12
12.500
11.780
0.360
6.25
13.940
9.50
15
15.300
14.426
0.437
7.25
17.048
14.19
SDR 26 (PS115) ASTM D3034
4
4.215
3.891
0.162
3.50
4.863
1.40
6
6.275
5.793
0.241
4.25
7.239
3.11
8
8.400
7.754
0.323
4.75
9.692
5.63
10
10.500
9.692
0.404
6.00
12.116
8.84
12
12.500
11.538
0.481
6.25
14.424
12.56
15
15.300
14.124
0.588
7.25
17.652
18.90
PS46, ASTM F679
18
18.701
17.629
0.499
8.00
20.845
21.43
21
22.047
20.783
0.588
9.50
24.575
29.88
24
24.803
23.381
0.661
9.60
27.647
38.96
27
27.953
26.351
0.745
10.10
31.157
49.47
30 CIOD
32.000
30.194
0.853
16.75
35.612
64.18
36 CIOD
38.300
36.042
1.021
19.02
42.816
93.00
42 CIOD
44.500
41.948
1.187
22.43
49.604
-
48 CIOD
50.800
47.888
1.355
24.78
56.624
-
PS115, ASTM
F679
18
18.701
17.261
0.671
8.00
21.581
28.49
21
22.047
20.349
0.791
9.50
25.443
-
24
24.803
22.891
0.889
9.60
28.627
-
27
27.953
25.799
1.002
10.10
32.261
-
30 CIOD
32.000
29.070
1.148
16.75
36.348
-
36 CIOD
38.300
35.464
1.373
19.02
45.438
-
42 CIOD
44.500
41.072
1.596
22.43
51.356 1-
48 CIOD
50.800
46.886
1.822
24.78
58.628
-
D9
T O.D.
�71 E 01
Assembly Mark
Product Standard:
ASTM 3034 (4"-15")
ASTM F679 (18"-48")
Pipe Compound:
ASTM D1784 Cells Class 12454 or 12364
Gasket:
ASTM F477
Integral Bell Joint:
ASTM D3212
Pipe Stiffness:
ASTM D2412 F/AY = 46 PSI or 115 PSI
Pipe Length:
14 or 20 feet laying length
Installation:
ASTM D 2321
JM Eagle" Installation Guide
�O-�
JMagle
Building essentials
for a better tomorrow~
I.D.: Inside Demeter
O.D.: Outside Diameter
T.: Wall Thickness
D9 : Bell Outside Diameter
I.D.
E : Distance between Assembly Mark to
the end of spigot.
BID ITEM 22
a
SDR 35 / PS46 FITTING SPECIFICATIONS
1.0 GPK PVC Sewer Fittings shall be manufactured in accordance with either ASTM D 3034, F 1336 or
F 679. The PVC material shall have a minimum cell classification of 12454, 13343 or 12364 as
defined in ASTM D 1784.
2.0 The purpose of GPK in -line fittings is to convey municipal sanitary and industrial wastes, storm water
runoff and many other related applications. They are designed to be used in gravity flow and low
pressure applications not to exceed 10.8 psi.
3.0 Injection Molded Fittings are produced in sizes 4" through 12" diameter. Fabricated Fittings are
produced in sizes 4" through 27" diameter. A fabricated fitting is considered any fitting made from
pipe or a combination of pipe and molded components.
4.0 Chemical Resistance. GPK fittings resist attack from certain alcohols, alkalies, salt solutions, acids and
other types of chemicals. Refer to chemical resistance chart for suitability.
5.0 Marking. GPK fittings shall be marked with applicable size, "PVC", company name or logo, PSM and
the ASTM specification number (D 3034, F 1336 or F 679). The fittings and/or packaging shall include
the manufacturer's date and shift code.
6.0 Testing. A test after installation of either low pressure air (Uni-B-6) or a water infiltration-exfiltration
test is recommended.
7.0 Deflection Test. The maximum allowable pipe fitting deflection should be 7 1/2% of base ID as
shown in Table XI.I of D 3034, and X2.1 of F 679.
8.0 Backfilling and Tamping. Backfilling should follow closely after assembly of pipe and fittings.
8.1 Backfilling with proper material is important to achieve desired density in haunching
area which enables pipe, fitting and soil to work together to meet designed load
requirements. This eliminates excess deflection and shear breaks due to heavy loads.
Approved material shall be used properly, compacted continuously above and around
the pipe and fittings as well as between the fitting and trench wall. A cushion of approved
material up to a minimum of 12" over the fittings and between the trench walls shall be
applied in accordance with the engineers' specifications.
8.2 Tamping. This shall be done by hand tamping of the embedment material between the
trench wall of the service line fitting and riser connection. Tamping can also be done by
mechanical tampers or by using water to consolidate the embedment material. Extreme
unstable ground conditions may require wider trenches to enable you to compact a
larger area around the pipe and fittings to the density consistent of the original ground
surface conditions.
9.0 Service Lines. Normally, service lines from the property line to the collection sewer should be a
minimum depth of 3 feet at the property line and should be laid in straight alignment and uniform
slope of not less than 114" per foot for 4" nominal pipe and 1/8" per foot for 6" pipe. Where collection
sewers are deeper than 7 feet a vertical standpipe of stack is permitted but not recommended, consult
the project engineer for proper installation details. Deep sewer chimney and risers necessitate extreme
care during backfilling. Where surface loading is anticipated the final backfill must be compacted to a
density compatible with those surface loads to be encountered.
9.1 Backfilling around pipe service laterals on slope. Extra attention should be given on
slopes to prevent the newly backfilled trench from becoming a "French Drain." Before
backfilling completely there is a tendency for ground and surface water to follow the
direction of the looser soil. This flow may wash out soil from under or around pipe and
branch line fittings, reducing or eliminating the support needed. To avoid this problem
the backfilling should be of greater compaction. Tamping should be done in 4" layers
and continued in this manner all the way up to ground or surface line of the trench.
Concrete collars or other concrete poured around the fitting to stabilize unwanted
movement is recommended to prevent water from undercutting the underside of the pipe
and fittings.
SUMMARY: Due to various ground conditions and different situations, installation techniques vary widely.
We warranty our products to be free of manufacturer's defects. We will not replace the
products that are installed or used incorrectly. The design of the systems that our product is
used in is a factor that cannot be overlooked.
899
GPK FITTING SUBMITTAL SHEET
Intro: GPK manufactures PVC sewer fittings in accordance With either ASTM D 3034, F 1336 or F 679 to be
used in gravity flow or low pressure applications. Injection molded fittings are produced in sizes
4" through 12" diameter. Fabricated fittings are produced in sizes 4" through 27" diameter.
Material: Fabricated fittings are manufactured from PVC pipe and molded components meeting
the requirements of either ASTM D 3034, F 1336 or F 679 for workmanship, extrusion quality,
stiffness, impact resistance, dimensions and structural performance.
Extruded pipe components are made from PVC material with a minimum cell classification
of 12454, 13343 or12364 as defined in ASTM D 1784.
Injection molded fittings are made from PVC material with a minimum cell classification of
12454 or 13343 as defined in ASTM D 1784.
Extrusion Quality: Extruded components are tested in accordance with and meet the requirements
of ASTM D 2152 for properly fused PVC.
Impact Resistance: Extruded components are tested in accordance with ASTM D 2444 using a 20 Ib,
Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown
below:
4" - 5" 150 Ft-Lbs 6" - 8" 210 Ft-Lbs 10" - 27" 220 Ft-Lbs
Impact Resistance: Injection molded fittings are tested in accordance with ASTM D 2444 using a 20 lb.
Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown
below:
4" 50 Ft-Lbs 6" - 8" 75 Ft-Lbs 10"-12" 90 FT-Lbs
Pipe Stiffness: Extruded components are tested in accordance with ASTM D 2421. The stiffness equals or
exceeds the requirements of ASTM D 3034 and F 679 of 46 psi.
Pipe Flattening: Extruded components are flattened as described in ASTM D 3034 and F 679 until the
distance between the plates is 40% of the outside diameter of the pipe. There shall
be no splitting, cracking or breaking.
Pressure/Pressure Deflection Gasketed joints are tested in accordance with ASTM D 3212.
Pressure: 10 minutes @ 10.8 psi + 10 minutes deflected @ 10.8 psi.
Vacuum: 10 minutes @ 22" Hg + 10 minutes deflected @ 22" Hg,
Branch Bending: The chemically fused areas around the fabricated branches of tee. Wye and tee -Wye
fittings are tested to ASTM F 1336 to verify their strength and integrity.
Pipe Stop Support: Tee and tee-wye fittings are tested to requirements of ASTM F1336 for pipe stop load
support. No cracking or splitting shall occur and pipe spigot shall not protrude into
waterway of the fitting.
Joining Methods: Chemically Fused Solvent Weld Joints
Solvent cement is handled and tested in accordance with ASTM D 2564 and
D 2855. The Lap Shear Strength shall equal or exceed 900 psi @ 72 hours.
Heat Fusion Welded Joints (Butt Fusion Welds)
Elastomeric Seals (Gaskets)
Must meet all requirements of ASTM F 477 and D 3212.
Saddles: Injection molded saddle tees and saddle wyes shall have skirts with a minimum of 80 square
inches surface area which can be bonded to pipe.
Fabricated saddle tees and saddle wyes shall have skirts with a minimum of 160 square
inches surface area which can be bonded to pipe.
GPK does not recommend gasket skirts where air tests are required.
2 899
BID ITEM 22
5000 Series Repair Couplings
The Ultimate Nut & Bolt RC - Engineered for resistance to heavy earth
loads and shear forces, while providing improved pipe alignment.
316 S.S. Nut and Bolt Clamps
Meets requirements of:
- ASTM C 1173 - Standard Specification for Flexible
Transition Couplings for Underground Piping Systems
ASTM D 5926 - Standard Specification for Poly Vinyl
Chloride (PVC) Gaskets for Drain, Waste, and Vent
(I)WV), Sewer, Sanitary, and Storm Plumbing Systems
CSA6-mechanical couplings for drain, waste,
vent
vent pipe
and sewer pipe
.012" (12mil) Stainless Steel Shield
One Piece Molded -in Bushing Gaskets
Ultimate Shear Resistance - .012" (12mil) 300 series stainless steel shear ring is the
heaviest the industry offers with excellent resistance to corrosion.
Ultimate Pipe Alignment - Due to the thickness and strength of the 5000
Series shear ring, you are assured consistent pipe alignment against shear forces from soil
compaction, shifting and settling, and improper backfill.
Ultimate Sealing Clamps - 316 series stainless steel nut and bolt clamps provide the
strongest seal and the greatest corrosion resistance possible.
Ultimate Sealing Gasket - Designed for same pipe size and material connections
as well as differing pipe size and pipe material connections. The 5000 Series gasket has a
smooth inside surface providing greater sealing performance than ribbed surfaces. The
smooth internal wall of the gasket makes contact 3600 over its entire length. This equates
to a larger sealing surface and a higher coefficient of friction, providing maximum sealing
capabilities as well as preventing slippage under the weight of shear forces. The gaskets
have excellent resistance to sewer gas, common household chemicals found in the sewer
system, as well as dry rot, fungus growth, ozone and UV. When properly installed Strong
Back RC series gaskets will provide decades of problem free service.
Ultimate Transition Connections - For the transition connection of differing pipe
sizes or materials, the 5000 Series gasket features a one piece molded -in bushing.
Ultimate Versatility - The 5000 Series offers the ability to connect clay, concrete,
asbestos cement fibre, ductile iron, cast iron, steel, plastic and copper.
MADEINTHE
,VAA S_ ;
Ns
viro Ennmental
C mitment
5001 RC Series - Clay to clay
A
B
C
Fernco Part No.
Mission Part No.
in.
mm
in,
mm
in.
mm
5001-44RC
MROI 44 ARC
5.29
134
5.29
134
4.10
104
5001-44WCRC
MR0144ARC
5.51
140
5.51
140
3.97
101
5001-64RC
N/A
7.50
191
5.50
140
6.02
153
5001-66RC
MR0166 ARC
7.50
191
7.50
191
6.02
153
5001-66WCRC
MROI 66ARC
8.01
203
8.01
203
6.00
152
5001-88RC
MR0188 ARC
9.65
245
9.65
245
5.99
152
5001-88WCRC
MR0188ARC
10.00
254
10.00
254
6.00
152
5001 -101 ORC
MR01 1010 ARC
12.40
315
12.40
315
5.90
150
5001-101OWCRC
MR011010ARC
12.40
315
12.40
315
5.90
150
5001-1212RC
MR011212ARC
14.51
369
14.51
369
6.38
162
5001-1515RC
MROI 1515 ARC
18.14
461
18.14
461
9.89
251
5001-1818RC
MR011818ARC
21.90
556
21.90
556
9.63
245
5002 RC Series - Clay to Cast Iron or Plastic
A
B
C
Fernco Part No.
Mission Part No.
in.
mm
in.
mm
in.
inm
5002-43RC
MR0243ARC
5.29
134
3.38
86
4.10
104
5002-44RC
MR02 44 ARC
5.36
136
4.51
115
4.07
103
5002-44WCRC
MR0244ARC
5.44
138
4.55
116
3.96
101
5002-46RC
MR0246ARC
7.50
191
5.13
130
6.02
153
5002-55RC
MR02 55 ARC
6.60
168
5.50
140
5.74
146
5002-64RC
MR0264ARC
7.50
191
4.50
114
6.02
153
5002-64WCRC
MR02 64 ARC
8.02
204
4.57
116
6.00
152
5002-66RC
MR02 66 ARC
7.50
191
6.56
167
5.89
150
5002-66WCRC
MR02 66 ARC
8.04
204
6.38
162
5.91
150
5002-86RC
MR02 86 ARC
9.65
245
6.63
168
6.00
152
5002-88RC
MR0288ARC
9.76
248
8.57
218
5.96
151
5002-88WCRC
MR0288ARC
10.00
254
8.66
220
6.00
152
5002-1010RC
MR021010ARC
12.40
315
10.75
273
5.90
150
5002-IOtOWCRC
MR021010ARC
12.40
315
10.75
273
5.90
150
5002-1212RC
MR021212 ARC
14.51
369
12.60
320
6.38
162
5002-1515RC
MR021515 ARC
18.14
461
15.40
391
9.89
251
5002-1818RC
MR021818ARC
21.90
556
19.00
483
9.63
245
5003 RC Series - Clay to Asbestos Cement Fibre or Ductile Iron
A
B
C
Fernco Part No.
Mission Part No.
in.
mm
in.
mm
in.
mm
5003-44RC
MR0344ARC
5.41
137
4.94
125
4.07
103
5003-66RC
MR0366ARC
7.25
184
6.84
174
5.93
151
5003-88RC
MR03 88 ARC
9.75
248
9.06
230
5.94
151
5003-1212RC
MR031212ARC
14.51
369
13.20
335
6.38
162
5003-1516RC
MR031516ARC
18.10
460
18.10
460
9.89
251
5004 RC Series - Concrete to Concrete
A
B
C
Fernco Part No.
Mission Part No.
in.
mm
in.
mrn
in.
mm
5004-44RC
MR0544ARC
5.51
140
5.51
140
3.97
101
5004-66RC
MR0466ARC
7.58
193
7.58
193
5.94
151
5004-88RC
MR04 88 ARC
10.38
264
10.38
264
5.90
150
5004-101ORC
MR04101GARC
12.40
315
12.40
315
5.90
150
5004-1212RC
MR041212ARC
15.25
387
15.25
387
6.42
163
5004-1212LCRC
MR041212 ARC
16.10
409
16.10
409
9.89
251
5006 RC Series - Concrete to Cast Iron or Plastic
A
B
C
Fernco Part No.
Mission Part No.
in.
mm
in.
mm
in.
mm
5006-44RC
MR0644ARC
5.51
140
4.50
114
3.97
101
5006-66RC
MR0666ARC
7.58
193
6.63
168
5.94
151
5006-88RC
MR0688ARC
10.38
264
8.50
216
5.90
150
5006-1 O1 ORC
MR061010 ARC
12.40
315
10.75
273
5.90
150
5006-1212RC
MR061212 ARC
15.25
387
12.60
320
6.42
163
5006-1212LCRC
MR061212 ARC
16.10
409
12.60
320
9.89
251
5051 RC Series -
Asbestos Cement Fibre (AC) or Ductile Iron to Cl or PL
A
B
C
Fernco Part No.
Mission Part No.
in.
mm
in.
mm
in.
mm
5051-44RC
MR5144 ARC
4.80
122
4.39
112
3.94
100
5051-46RC
N/A
6.60
168
4.75
121
5.74
146
5051-64RC
N/A
6.95
177
4.38
111
5.92
150
5051-66RC
MR5166 ARC
6.96
177
6.69
170
5.91
150
5051-88RC
MR5188ARC
9.25
235
8.51
216
5.97
152
5051-101ORC
MR511010ARC
11.02
280
10.52
267
5.85
148
5051-1212RC
MR511212ARC
13.20
335
12.60
320
5.97
152
5051-1615 RC
MR51 1615 ARC
18.14
461
15.40
391
9.89
251
5055 RC Series - Asbestos Cement Fibre or Ductile Iron
to Asbestos Cement Fibre or Ductile Iron
A
B
C
Fernco Part No.
Mission Part No.
in.
mm
in.
mm
in.
mm
5055-44RC
MR55 44 ARC
4.75
121
4.75
121
3.96
101
5055-66RC
MR55 66 ARC
6.65
169
6.65
169
5.92
150
5055-88RC
MR55 88 ARC
9.05
230
9.05
230
5.98
152
5055-1212RC
MR551212ARC
13.20
335
13.20
335
5.98
152
5056 RC Series -
CI, PL, Copper, or Steel to Cl, PL, Copper, or Steel
A
B
C
Fernco Part No.
Mission Part No.
in.
mm
in.
mm
in.
mm
5056-43RC
MR5643ARC
4.58
116
3.38
86
4.02
102
►5056-44RC
MR5644ARC
4.58
116
4.58
116
4.02
102
5056-44XLRC
N/A
0
0
0
5056-54RC
MR5654ARC
5.52
140
4.38
Ill
3.97
101
5056-55RC
MR56 55 ARC
5.52
140
5.52
140
3.97
101
5056-64RC
MR5664ARC
6.60
168
4.50
114
5.74
146
5056-66RC
MR5666ARC
6.60
168
6.60
168
5.74
146
5056-88RC
MR5688ARC
8.64
219
8.64
219
6.04
153
5056-101ORC
MR561010ARC
10.63
270
10.63
270
5.89
150
5056-1212RC
MR561212 ARC
12.52
318
12.52
318
6.32
161
5056-1515RC
MR561515 ARC
15.44
392
15.44
392
9.89
251
5056-1818RC
MR561818ARC
19.00
483
19.00
483
9.89
251
5056-2424RC
N/A
25.10
638
25.10
638
9.89
251
54" Type 3 Precast Manhole
WSDOT B-15.60-01
Flit-tnn 41h Rpinforcing
• #4 deformed rebar
■ Round opening 1
Manhole Wall Reinforcing
• Minimum 0.135 square inches / linear foot
Base Reinforcing
• 0.19 square inches / linear foot in both directions
• 0 Separate base slab 0.19 square inches / linear foot in
both directions
Hole or mock Out Dimension
■ Maximum hole size is 42 inches
■ 8 inches of minimum distance between holes
■ 2 inch diameter lifting holes provided
■ Cored holes available
Conformity Standards
■ ASTM C478 - 97 Manhole 2
• ASTM C443 rubber gasket joint
■ ASTM D - 4104 Polypropylene steps and ladders
■ Washington State APWA / WSDOT Standard
Options Available
• Prechanneled base
■ Specialized coatings
• Custom hatches
• Kor-N-Seal boots
Note: drawings not to scale
sp�pets
manhole products
Shope Enterprises, Inc. (253) 848-1S51
1618 East Main Avenue Fax Line 1 (253) 845-0292
Puyallup, WA 98372-3142 Fax Line 2 (253) 864-6172
Top Slab Plan View
1-800-422-7560 [Toll Free]
www.shopeconcrete.com
additional manhole items
Lane P14938 Safety Step
&1jECO/rPOIAA %ON AL
Forward View
15"
Overhead View
13'
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
00 0
00000000000000000000000000°
000000000000000000000000000
Side View
31/1'
6'
t #4 grade 60 steel reinforcing bar
Note: drawings not to scale
Shope Enterprises, Inc. (253) 848-1551 1-800-422-7560 [Toll Free - WA only]
S . p e 1618 East Main Avenue Fax Line 1 (253) 845-0292 www.shopeconcrete.com
c concfe products Puyallup, WA 98372-3142 Fax Line 2 (253) 864-6172
Stainless Ste,
Korband
Reinforced Nylon W
or
Stainless Wedg
KOR-N-SEAL° I & 11
FLEXIBLE PIPE -TO -MANHOLE CONNECTORS
SPECIFICATION SHEET
Stainless Steel
Pipe Clamp
EPDM OR
LYISOPRENE
KOR-N-SEAL I - WEDGE KORBAND CONNECTOR ASSEMBLY
Install Kor-N-Seal I - Wedge Korband
with Socket Wrench & Torque Limiter
Install Kor-N-Seal II - Wedge Korband
with Standard Torque Wrench
Install Pipe Clamp(s)
with T-Handle Torque Wrench
www.npc.com
KOR"SEAL 250 Elm Street - P.O. Box 301
Milford, NH 03055, U.S.A.
Tel: 603-673-8680 - 800-626-2180 - Fax: 603-673-7271
PERFORMANCE
Test ASTM Method
Head Pressure C923 - 7.1
KOR-N-SEAL° 1 & 11
Flexible Pipe -to -Manhole Connectors
SPECIFICATION SHEET
Test Requirements
0° - 13 psi (30 ft) for 10 min.
7° - 10 psi (23 ft) for 10 min.
Deflection Test C923 - 7.2.2 7° in any direction
Load Test C923 - 7.2.3 150 lbs/in. pipe dia.
Performed on all standard sizes of Kor-N-Seal Connectors,
RESILIENT EPDM OR POLYISOPRENE RUBBER
Conforms to ASTM C923
Test ASTM Method Test Requirements
Chemical Resistance
1 N Sulfuric Acid
1 N Hydrochloric Acid
Tensile Strength
Elongation at Break
Hardness
Accelerated Oven -Aging
Compression Set
Water Absorption
Ozone Resistance
Low -temperature Brittle Point
Tear Resistance
D543, at 22°C for 48 h
D412
D2240 (shore A durometer)
D573 70 t 1 °C for 7 days
D395, method B, at 70°C
for 22 h
D471, immerse 0.75 by 2-in.
specimen in distilled
water at 70°C for 48 h
D1171
D746
D624, method B
No weight loss
No weight loss
1200 psi
350% min.
t 5 from the manufacturer's
specified hardness
Decrease of 15%, max. of original
tensile strength, decrease of
20% max. of elongation
Decrease of 25%, max.
of original deflection
Increase of 10%, max.
of original by weight
Rating 0
No fracture at -40°C
200 Ibf/in.
Kor-N-Seal 111 & 11
+13 psi for 10 min.
+10 psi for 10 min.
Over 7° in any direction
Over 150 Ibs/in. pipe dia.
TESTRESULTS
Kor-N-Seall I & 11
No weight loss
No weight loss
1580 psi
500%
48t5
10.1 % tensile decrease
14.0% elongation decrease
13% decrease
.8% increase
Rating 0
No fracture at -40°C
No tear at 210 Ibf/in.
INTERNAL KORBAND
Conforms to ASTM C923, ASTM A666, and A240
— Korband Assembly is manufactured of 300 series stainless steel.
— Toggle Expander is made of 300 series stainless steel.
— The 106/406 series Wedge Expander is made from reinforced nylon or 300 series stainless steel.
— The 206/306 series Wedge Expander is made from 300 series stainless steel.
EXTERNAL PIPE CLAMP
Conforms to ASTM C923, ASTM A666, and A240
External take-up clamps are manufactured of 300 series stainless steel. www.npc.COm
250 Elm Street • P.O. Box 301
Milford, NH 03055, U.S.A.
05/05 Tel: 603-673-8680 • 800-626-2180 • Fax: 603-673-7271
3715ZPT 3717C1 PT Assembly
BOLTHOLES — 3 PLCS
EQUALLY SPACED 120'
APART ON 23 1/16"
DIA B.C.
(3) BOLTS —
(SEE DETAIL)
) 1' PICKHOLE
1 ,
GOTHIC
25' DIA.—{
' 3/4'
8 3/4 (TYP) 2 1 /2,
COVER SECTION
26 1/2' DIA
25 1/4" DIA
1 1/16'
1/4'
DIA
NEOPRENE GASKET
5/8'J I 23 3/8' DIA CL OP ( —1
F� 27 5/16' DIA,—t
34 1/8' DIA—
FRAME
SECTION
-lei 5 feYUL:CA
(3) BLT SOC. (ALLEN HEAD)
5/8'-11 X 1.5 SS
W/ SS & RUBBER WASHERS
EON BOLTING DETAIL
1/4-
1
1/8'
1/8'
_n
GASKET GROOVE DETAIL
STACKING DETAIL
1100
,....,
eJ
Product Number
00371572
Design Features
-Materials
Frame
Gray Iron (CL35B)
Cover
Gray Iron (CL356)
-Design Load
Heavy Duty
-Open Area
n/a
-Coating
Dipped
- Designates Machined Surface
Certification
- ASTM A48
-Country of Origin: USA
Major Components
00371512
00371780
Drawing Revision
5/1512007 Designer: SMH
12/12/2012 Revised By: DAE
Disclaimer
Weights (Ibs./kg) dimensions (Inches/mml
and dnovings provided for your gguidance. We
reserve the right to moc lfy specifications without
pd., malice.
CONFIDENTIAL• TMe drra tq Is YM paperyy
of EJ GROUP. Iro., emd embodies r ditdW Cdwmeron.
patefft NOW MMGoer Cede $V of EJ , kre.
02011 EJ OROI , n�
N arssarvee.
Contact
800 626 4653
ejco.com
BID ITEM 16
SUBMITTAL INFORMATION
Ballcorp Corporation Stops - (FB1000-4-NL style)
AWWA/CC TAPER THREAD INLET BY PACK JOINT FOR COPPER OR PLASTIC TUBING (CTS) OUTLET
Solid one piece tee -head and stem \
EPDM O-rings in the stem
AVVWA/CC Taper Thread
t
Inlet
Molded EPDM rubber seat supports the ball
Length
Body Outlet Threads
Beveled EPDM rubber gasket
provides hydraulic seal
Integral clamp contains machined
grooves for axial restraint
Pack Joint Nut
T
Outlet
Stainless steel screw
activates clamp
Anti -friction washer
Fluorocarbon -coated brass ball
VALVE BODY OUTLET APPROX. PART ✓ SUBMITTED O�p5S"
VALVE SIZE INLET SIZE OUTLET SIZE LENGTH THREADS WT. LBS NUMBER ITEMS
1" 1" 1" 4-1/2" 1" Flare Copper 2.6 FB1000-4-1
WA1TY
Note: Ford recommends using insert stiffeners with plastic pipe or tubing.
FEATURES
• All brass that comes in contact with potable water conforms to AWWA Standard
C800 (UNS NO C89833)
• Brass components that do not come in contact with potable water conform to AWWA
Standard C800 (ASTM B-62 and ASTM B-584, UNS NO C83600 - 85-5-5-5)
• The product has the letters "NL" cast into the main body for proper identification
• UL Classified to ANSI/NSF Standard 61 and Annex G
• Ends are integral or secured with adhesive to prevent unintentional disassembly
• 300 PSI working pressure
The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability,
including specifications, are subject to change without notice. Please verify that your product information is current.
The Ford Meter Box Company, Inc. Submitted By:
' 1 I P.O. Box 443, Wabash, Indiana U S.A. 46992-0443
Phone:260-563-3171 / Fax:800-826-3487
Overseas Fax: 260-563-0167
http://www.fordmeterbox.com 10/09/ 12
Plumbing Tube / Type G / Gas
Great Lakes Copper, Inc. manufactures a complete line of copper plumbing tube in types K, L, M, DWV and
G/Gas for residential, commercial and specialty applications; in standard industry diameters; supplied in coil
or straight length forms. Each tube is fabricated to meet the highest industry standards.
Tube Type
Standard
Application
Temper
TemperHard
Soft
Domestic water service and distribution, solar, fuel/fuel
—� Type K
ASTM
oil, natural gas, liquefied petroleum (LP) gas, snow
x
x
B88
melting
I
--- —
Domestic water service and distribution, solar, Fuel/ fuel
------
-- --�
Type L
ASTM
�
oil, natural gas, liquefied petroleum (LP) gas, Snow
x
x
B88
melting
ASTM
Domestic water service and distribution, solar,
TYPE M
688
Compressed air
x
N/A
Type DWV
ASTM
B-306
i Drainage waste, vent
x
x
Type
G/Gas
B 837
Natural gas, liquefied petroleum (LP) gas
x
x
General
ASTM
Supply Line/Retail
x
x
Purpose
B75
Seamless copper water tube (Alloy C12200) is certified by NSF to ANSI/NS Standard 61 for public water
supplies. Water supplies with a pH level less than 6.5 may require corrosion control to limit the copper
solubility in drinking water.
Great Lakes Copper, Inc. third -party certified tube is manufactured to meet all requirements of the current
revision to the applicable American Society for Testing and Materials (ASTM) specification. ASTM
dimensions, and if necessary, weight tolerances are available upon request.
Residential
For portable water systems or servicing the residential fuel and gas industries, Great Lakes Copper, Inc.
manufactures the right tube for all residential applications.
Commercial
Large and small diameter copper tube for various applications is readily available. Great Lakes Copper, Inc.
manufactures all tube to meet exact standards and specifications.
BID ITEM 16
SUBMITTAL INFORMATION
70 Series Coppersetter - (VBH74-xxW-44-44-Q-NL style)
ANGLE BALL VALVE BY ANGLE CHECK VALVE (1" METER)
QUICK JOINT FOR COPPER OR PLASTIC TUBING (CTS) INLET AND OUTLET
Angle Ball
Valve
Quick Joint Bracing Eye
Inlet
Tie Bar for 21"
and Taller
Heights
Angle Check Valve
Height
Quick Joint
Outlet
Coppersetter Part Number
HEIGHT
(INCHES)
APPROX.
WT. LBS.
CATALOG NUMBER
✓ SUBMITTED
ITEM(S)
10
9.2
VBH74-10W-44-44-Q-NL
12
9.3
VBH74-12W-44-44-Q-NL
15
9.6
VBH74-15W-44-44-Q-NL
18
9.9
VBH74-18W-44-44-Q-NL
21
11.4
VBH74-21W-44-44-Q-NL
24
11.8
VBH74-24W-44-44-Q-NL
27
12.1
VBH74-27W-44-44-Q-NL
30
12.4
VBH74-30W-44-44-Q-NL
33
12.7
VBH74-33W-44-44-Q-NL
36
13.0
VBH74-36W-44-44-Q-NL
39
13.3
VBH74-39W-44-44-Q-NL
42
13.6
VBH74-42W-44-44-Q-NL
Service Line Size
INLET I OUTLET
1" (CTS) Q.J. 1 1" (CTS) Q.J.
Note: Ford recommends using insert stiffeners with plastic pipe or tubing
FEATURES
• All brass that comes in contact with potable water conforms to AWWA Standard C800
(UNS NO C89833)
• The product has the letters "NL" cast into the main body for proper identification
• Brass components that do not come in contact with potable water conform to
AWWA Standard C800 (ASTM B-62 and ASTM B-584, UNS NO C83600 - 85-5-5-5)
• Saddle Nuts hold the meter in place for tightening
• Bracing Eye is standard on all 70 Series Coppersetters
• Tie Bar is standard for 21" and taller Coppersetter heights (74 Series)
• 1-1/8" Copper Risers provide more flow capacity
• All Ford Setters are assembled with lead-free solder
• Copper conforms to ASTM B-88, Copper Alloy #122
The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability,
including specifications, are subject to change without notice. Please verify that your product information is current.
The Ford Meter Box Company, Inc. Submitted By:
I i I P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443
Phone:260-563-3171 / Fax:800-826-3487
Overseas Fax:260-563-0167
http://www.fordmeterbox,com 03/ 12/ 13
BID ITEM 17
SUBMITTAL INFORMATION
Pack Joint Coupling - (C84-xx-NL style)
MALE IRON PIPE BY PACK JOINT FOR COPPER OR PLASTIC TUBING (CTS)
Male Iron Pipe Threads Beveled EPDM rubber gasket Pack Joint Nut Integral clamp contains machined
provides hydraulic seal grooves for axial restraint
MIP Size PJ Size
Stainless steel screw activates
clamp
Length
Anti -friction rina
DESCRIPTION
LENGTH
APPROX.
WT. LBS
PART
NUMBER
3 SUBMITTED
ITEM(S)
MALE IRON PIPE
P.J. FOR CTS
1/2"
112"
2"
.5
C84-11-NL
1/2"
5/8"
2-1/16"
.8
C84-12-NL
1/2"
3/4"
2-1/16"
.8
C84-13-NL
3/4"
1/2"
2"
.8
C84-31-NL
3/4"
5/8"
-
7
C84-32-NL
3/4"
3/4"
2-1/4"
.6
C84-33-NL
3/4"
1"
2-3/8"
.7
C84-34-NL
1"
5/8"
C84-42-NL
1"
3/4"
2-3/8"
.7
C84-43-NL
1"
1"
2-9/16"
.8
C84-44-NL
1"
1-1/4"
2-1/2"
1.2
C8445-NL
1"
1-1/2"
2-9/16"
1.8
C84-46-NL
1-1/4"
1"
2-9/16"
1.4
C84-54-NL
1-1/4"
1-1/4"
2-9/16"
1.4
C84-55-NL
1-1/4"
1-112"
3-1/4"
1.8
C84-56-NL
1-112"
1-1/2"
3-1/4"
2.0
C84-66-NL
1-1/2"
2"
2-15/16"
2.6
C84-67-NL
2"
2"
3-1/4"
3.1
C84-77-NL
Note: Ford recommends using insert stiffeners with plastic pipe or tubing.
FEATURES
G`pSSlFjFO
U`
WATER QUALITY
• All brass that comes in contact with potable water conforms to AWWA Standard
C800 (UNS NO C89833)
• Brass components that do not come in contact with potable water conform to AWWA
Standard C800 (ASTM B-62 and ASTM B-584, UNS NO C83600 - 85-5-5-5)
• Sleeve design provides hexagonal wrench flats for proper installation
• The product has the letters "NL" cast into the main body for proper identification
• UL Classified to ANSI/NSF Standard 61 and Annex G
The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability,
including specifications, are subject to change without notice. Please verify that your product information is current.
The Ford Meter Box Company, Inc. Submitted By.
I P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443
Phone:260-563-3171 / Fax:800-826-3487
Overseas Fax:260-563-0167
http://www.fordmeterbox.com 12/06/ 11
BID ITEM 16
SUBMITTAL INFORMATION
Quick Joint Coupling - (C44-xx-Q-NL style)
QUICK JOINT FOR COPPER OR PLASTIC TUBING (CTS) BOTH ENDS
Quick Joint Nut External
Size
W
Molded Buna-N Spring Tip Gasket
Hydraulic Seal
t
Size
Stainless Steel Gripper Ring
DESCRIPTION
LENGTH
APPROX.
WT. LBS
PART
NUMBER
✓ SUBMITTED
ITEM(S)
Q.J. FOR CTS
Q.J. FOR CTS
1/2"
1/2"
2-1/16"
.8
C44-11-Q-NL
1/2"
3/4"
2"
.8
C44-13-Q-NL
5/8"
5/8"
2-1/16"
-
C44-22-Q-NL
5/8"
3/4"
2-1/16"
1.0
C44-23-Q-NL
3/4"
3/4"
2"
1 .9
C44-33-Q-NL
3/4"
1"
2-1/8"
1.0
C44-34-Q-NL
1"
1"
2-1/8"
1.1
C44-44-Q-NL
1-1/4"
1-1/4"
2-1/2"
2.0
C44-55-Q-NL
1-1/2"
1-1/2"
3-3/8"
2.6
C44-66-Q-NL
2"
2"
3-1/2"
3.3
C44-77-Q-NL
Note: Ford recommends insert stiffeners when using plastic pipe or tubing.
FEATURES
c�pSSlfjfo
U�
WATER QUALITY
• All brass that comes in contact with potable water conforms to AWWA Standard
C800 (UNS NO C89833)
• Brass components that do not come in contact with potable water conform to AWWA
Standard C800 (ASTM B-62 and ASTM B-584, UNS NO C83600 - 85-5-5-5)
• Body design provides larger, more rugged wrench flats for proper installation
• The product has the letters "NIL" cast into the main body for proper identification
• UL Classified to ANSI/NSF Standard 61 and Annex G
The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability,
including specifications, are subject to change without notice. Please verify that your product information is current.
The Ford Meter Box Company, Inc. Submitted By:
I E I P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443
Phone:260-563-3171 / Fax:800-826-3487
Overseas Fax:260-563-0167
http://www.fordmeterbox.com 11 /01 / 10
BID ITEM 16
Oldcastle Precast`
Enclosure Solutions
(800) 735-5566
13X24X18 METER BOX
MAX VIEW READER
WITH AMR HOLE LID
\A/I—:L— T—L--:--
Depths: T
12"
18"
174r1 Z 64
14" 1ri
2 Mouseholes
N
CARSON.
1324 MSBCF
Heavy Wall Rectangular Straight
MEDIUM DUTY
COVER:
Style:
Material:
Weight:
Options:
BODY/UNIT:
Material:
Weight:
Standard Color:
Mouseholes:
Flush
Ductile Iron
33.0 lbs.
Logos and Special Markings
Polyethylene Blend
12" Depth:16.0 lbs
18" Depth: 20.0 lbs
Black with White Interior
2
Note:
Actual load rating is determined by
the box and cover combination
Weights and dimensions may
vary slightly
oldcastleprecast. com/enclosuresolutions WA
Revision 1/2011
Contact your Oldcastle Precast Enclosure Solutions Distribution Center for specific information and additional options. 02011 Oldcastle Precast, Inc.
Oldcastle Precast'
Enclosure Solutions
(800) 735-5566
Options:
Raw Material
Specifications:
Cast Iron Meter Ring and
Lid Specifications:
OPES Load Rating Key:
Note: I
Available Lightweight Plastic Covers:
Flush Solid Cover
Flush Cover with Plastic Reader Door
Flush Cover with Cast Iron Reader Door
Available Heavy Duty Plastic Covers:
Flush Solid Cover
Available Polymer Concrete Covers:
Flush Solid Cover
Flush Cover with Cast Iron Reader Door
Available Ductile Iron Covers:
Flush Solid Cover
Flush Cover with Cast Iron Reader Door
Add On Options for Covers:
Touch Read Hole
ERT Holder (Plastic and Polymer Concrete Only)
• Meter Boxes are high -density Polyethylene, one-piece molded construction
• Wall thickness minimum .550"
• Vertical load rating minimum 15,000 lbs.
• Sidewall loading of 200 lb side load, applied with a 4" X 4" plate.
• Multi -layer wall construction
• Black exterior surface to provide UV protection
• Gray foaming for strength and insulating value
• White interior surface for ease of meter reading
• Manufactured by Oldcastle Precast Enclosure Solutions
CARSON
1324 MSBCF
Heavy Udall Rectangular Flared
MEDIUM DUTY
Flush Solid Cover
Reader Door Detail
• Made of cast iron conforming to ASTM A48 standards and marked with country of origin
• Coated with a factory applied water based asphalt paint
• Castings are ground smooth and cleaned by shot blasting, uniform quality, free from sand holes, shrinkage, cracks and other surface
defects, with a dimensional tolerance of +/- 1/16" per foot based on the accepted foundry tolerances outlined in the Iron Castings Handbook
published by the American Foundry Society.
Medium Duty : Incidental, Non -deliberate Traffic
Actual load rating is determined by the box and cover combination. Weights and dimensions may vary slightly
All information contained on this sheet is current at the time of printing. Because of Oldcastle Precast, Inc.'s policy of ongoing
research and development, the Company reserves the right to discontinue or update product information without notice.
oldcastleprecast.com/enclosuresolutions WA
Revision 1/2011
Contact your Oldcastle Precast Enclosure Solutions Distribution Center for specific information and additional options. 02011 Oldcastle Precast. Inc.
BID ITEM 17
U)
W
up
(b
PIA
Universal Air Release Valves
• Allows air to escape
a pipeline as it is
being filled
• Allows air to enter
a pipeline as it is
being emptied
• Allows accumulating
air to escape while a
line is in operation
and under pressure
• Meets AWWA
C-512
• Compound lever
system
• NPT screwed or ANSI
Class Flanges
With Stainless Steel Trim or
Bronze and Stainless Steel Trim
he Universal Air Valve is designed to permit the automatic
escape of large quantities of air from a pipeline when the line
is being filled, and to permit air to enter the pipeline when the
line is being emptied. It also allows accumulating air to escape
while the line is in operation and under pressure. This is accom-
plished with a compound lever system functioning in conjunction
with a large and small orifice in one integral body casting.
As the liquid rises into the valve, air escapes through the large
orifice to the atmosphere. Liquid entering the valve raises the float
and lever system, carrying with it the pressure plunger and the
main valve.
When the liquid has raised the float to its limit, the stainless
steel main valve rests against the seat. The pressure plunger also
rests against its seat, which is the main valve. In this position, the
valve is closed and no liquid can escape.
5
Air & Vacuum Orifice
Performance Curves
Performance Curve ULSeri"
4•
0 250 500 750 1000 1250 15M 1750 20DO 2250 2500 27W 3000
Dischaige/Intake Capacity (cfm)
UL Crispin Valve, 600 Fowler Ave., Berwick, PA 18603.1-800-AIR-VALV • T: (570) 7524524 • F: (570) 752-4962 • WWW.CRISPINVALVE.COM • sales@crispinvalve.com
Universal Air Release Valves
6" and 811 Combination Valve Detail
. -1 ,;"and 8"
dimension and weight
information,
see the following page.
Model Information
Size of Valve
1"
2"
3"
4"
6"
8"
Model No.
UL10.1
UL20.1
UL30.1
UL40.1
Screwed Inlet
UL10
UL20
UL30
UL40
125#
UL21.1
UL31.1
UL41.1
Flanged Inlet
UL21
UL31
UL41
I C61
C81
250#
UL22.1
UL32.1
UL42.1
Flanged Inlet
UL22
UL32
UL42
C62
C82
Discharge in SCFM
Operating
Pressure
PSIG
ORIFICE SIZE
3/32"
1 /8"
5/32"
3/16"
1 /4"
150
13.8
24.4
37.9
54.6
98
200
17.9
31.9
49.5
72
127
250
22.1
39.2
61.1
88
157
300
26.4
46.7
73
105
187
Orifice Sizing Information
Valve
MAXIMUM OPERATING PRESSURE IN PSI
Size
Max.150
Max.200
Max.250
Max.300
ill
3/16"
3/32"
3/32"
3/32"
2"
1 /4"
3/16"
3/16"
1 /8"
3"
1 /4"
3/16"
3/16"
1 /8"
4"
1 /4"
3/16"
3/16"
1 /8"
6"
1 /4"
3/16"
3/16"
1 /8"
8"
1 /4"
3/16"
3/16"
1 /8"
If accumulating air rises
into the valve while the
line is in operation and
under pressure, it will
displace the liquid at the
top of the valve body and
the float will drop as the
liquid recedes. As this
occurs, the pressure valve
will open, permitting the
escape of the accumulated
air, after which the liquid
level will rise and the
valve will close.
Should the pipeline be
drained through natural
processes or should a large
break develop, the float
will drop all the way down
as the liquid level drains
from the valve body. The
valve will then stay in the
full open position permit-
ting the entrance of air
and eliminating the dan-
ger of pipeline collapse
due to vacuum.
These cycles will
repeat automatically as
each condition presents
itself, and the valve will
function satisfactorily
with hot or cold water,
and in the presence of
many chemicals and oil -
base liquids.
Crispin Valve, 600 Fowler Ave., Berwick, PA 18603.1-800-AIR-VALV • T. (570) 7524524 • F: (570) 7524962 • WWW.CRISPINVALVE.COM • sales@crispinvalve.com UL
U)
W
F
r_
W
U)
MWA
MM%
4
Universal Air Release Valves
Universal Valves
Parts Lis*- '! "A4" Vnives
PART
N0,
ITEM
MATERIAL
1 P`
PROTECTOP
Cast Iron
1S`
TOP
Cast Iron
2
FLANGE
Cast Iron
3'
BODY, SCREWED
Cast Iron
3F`
BODY, 125 LB FLG,
Cast Iron
3FH'
BODY, 250 LB FLG
Cast Iron
4
A&V FULCRUM
Stainless Steel
5&16
PRESSURE FULCRUM
Stainless Steel
6
VALVE LEVER
Stainless Steel
7
LINK
Stainless Steel
8
BALL LEVER
Stainless Steel
9
BALL FLOAT
Stainless Steel
10
BALL FULCRUM
Stainless Steel
13
NUT
Stainless Steel
14
PRESSURE VALVE
Rubber/S/S
PLUNGER
15
PRESSURE SEAT
Stainless Steel
17
SEAT CAGE
Stainless Steel
18
A&V SEAT
Rubber
21
PRESS LIMIT STOP
Stainless Steel
23
BEARING PIN
Stainless Steel
23A
BEARING PIN
Stainless Steel
24
BEARING PIN
Stainless Steel
25
BEARING PIN
Stainless Steel
26
PIN CLIP
Stainless Steel
28
SCREW
Stainless Steel
29
DRAIN PLUG
Steel
30
FULCRUM WASHER
Fibre
31
FULCRUM WASHER
Fibre
32
FLANGE GASKET
Armstrong
33
FLANGE BOLT
Steel
34
FLANGE NUT
Steel
35
A&V FULCRUM NUT
Steel
36
BALL FULCRUM NUT
Steel
Dip-,mnsie -id
MODEL
INLET
TRIM
HEIGHT
WIDTH
ILENGTH
WT(LBS)
UL10
1" NPT
S/S
10 1/4"
6 7/8"
9 3/4"
27
UL10.1
1" NPT
S/S/BRASS
10 1/4"
6 7/8"
9 3/4"
27
UL20
2" NPT
S/S
13 1/2"
8 3/8"
12 3/8"
72
UL20.1
2" NPT
S/S/BRASS
131/2"
8 3/8"
12 3/8"
72
UL21
2" 125# Flg.
S/S
17"
8 3/8"
12 3/8"
74
UL21.1
2" 125# Fig.
S/S/BRASS
17"
8 3/8"
12 3/8"
74
UL22
2" 250# Fig.
S/S
17 1/4"
8 3/8"
12 3/8"
75
UL22.1
2" 250# Fig.
S/S/BRASS
171 /4"
8 3/8"
12 3/8"
75
UL30
3" NPT
S/S
17 1/4"
10 1/4"
14 3/4"
111
UL30.1
3" NPT
S/S/BRASS
17 1/4"
10 1/4"
14 3/4"
111
UL31
3" 125# Fig.
S/S
20 5/8"
10 1/4"
14 3/4"
131
UL31.1
3" 125# Fig.
S/S/BRASS
20 5/8"
10 1/4"
14 3/4"
131
UL32
3" 250# Fig.
S/S
21"
10 1/4"
14 3/4"
133
UL32.1
3" 250# Fig.
S/S/BRASS
21"
10 1/4"
14 3/4"
133
UL40
4" NPT
S/S
20"
11 3/4"
16 3/4"
163
UL40.1
4" NPT
S/S/BRASS
20"
11 3/4"
16 3/4"
163
UL41
4" 125# Fig.
S/S
23"
11 3/4"
16 3/4"
180
UL41.1
4" 125# Fig.
S/S/BRASS
23"
11 3/4"
16 3/4"
180
UL42
4" 250# Fig.
S/S
23 5/16"
11 3/4"
16 3/4"
183
UL42.1
4" 250# Fig.
S/S/BRASS
23 5/16"
11 3/4"
16 3/4"
183
C61
6" 125# Fig.
S/S
16 1/4"
15"
22 7/8"
198
C62
6" 250# Fig.
S/S
16 314"
15"
22 7/8"
222
C81
8" 125# Fig.
S/S
181/8"
17 3/4"
25 3/8"
290
C82
8" 250# Fig.
S/S
18 5/8"
17 3/4"
25 3/8"
320
* The above parts are interchangeable at the customer's request.
1ol
UL Crispin Valve, 600 Fowler Ave., Berwick, PA 18603 • 1-800-AIR-VALV • T: (570) 7524524 • F: (570) 752-4962 - WWW.CRISPINVALVE.COM • sales@crispinvalve.com
Submittal Sheet for Crispin UL Series
Manufactured in compliance with ANSVAWWA C512 Date: October, 2001
DIAMETER
MAX. PRESSURE
FLOW RATE
3/16
150 PSIG
54.6 SCFM
3/32
300 PSIG
26.4 SCFM
MODEL
INLET SIZE
OUTLET SIZE
A
B
WHT.
UL10
1" NPT
1" NPT
9.75
10.75
27
UL10.1
1" NPT
1" NPT
9.75
10.75
27
ITEM
DESCRIPTION
MATERIAL
ASTM
is
TOP
CAST IRON
A126 CL.B
2
FLANGE
CAST IRON
A126 CL.B
3
BODY
CAST IRON
A126 CL.B
3W
LOCK WASHER
STAINLESS STEEL
A240
4
AIR & VAC FULCRUM
STAINLESS STEEL
A240
**6
VALVE LEVER
STAINLESS STEEL
A582
7
LINK
STAINLESS STEEL
A240
8
BALLLEVER
STAINLESS STEEL
A240
9
FLOAT
STAIN LESS STEEL
A240
10
BALL FULCRUM
STAINLESS STEEL
A582
11
VALVE PLUNGER
STAINLESS STEEL
& BUNA-N RUBBER
A193
12
PLUNGER NUT
STAINLESS STEEL
A194
15
PRESSURE SEAT
STAINLESS STEEL
A582
16
PRESSURE FULCRUM
STAINLESS STEEL
A240
17
SEAT CAGE
STAINLESS STEEL
A240
18
AIR & VAC SEAT
BUNA—N RUBBER
N/A
23
BEARING PIN
STAINLESS STEEL
A582
23A
BEARING PIN
STAINLESS STEEL
A582
24
BEARING PIN
STAINLESS STEEL
A582
25
BEARING PIN
STAINLESS STEEL
A582
26
COTTER PIN
STAINLESS STEEL
A313
29
DRAIN PLUG
BRASS
B505
30
FULCRUM WASHER
FIBER
N/A
32
FLANGE GASKET
ARMSTRONG N-8092
N/A
33
FLANGE BOLT
STEEL
A307
34
NUT
STEEL
A563
50
INTERFERENCE PIN
STAINLESS STEEL
A582
** Material for UL10.1 will be brass
r oois
g16
4 ,25 y
The valve(s) shall be installed at the high points in the system or
at points selected by the engineer. This will permit discharging the
surge of air from an empty line when filling, and relieve the vacu-
um when draining the system. The valve(s) shall also release an
accumulation of air when the system is under pressure. This shall
be accomplished in a single valve body.
The valve(s) shall operate through a compound lever system
which will seal both the pressure orifice and the air and vacuum
orifice simultaneously. This lever system shall permit a
" orifice to release an accumulation of air from the
valve body at a capacity of SCFM of air and pres-
sure of PSIG.
The function of the lever system shall also permit a positive dis-
engagement of the main valve from the large orifice, as the float
drops and pressure decreases. The disengagement shall be
immediate and not limited to the initial draw of a vacuum.
The valve(s) shall be Crispin Model Universal Air
Valve as manufactured by Multiplex Manufacturing Co., Berwick,
PA. The valve(s) shall be " NPT screwed or ANSI
Class (125, 250) flanged inlet connection, and shall have a cast
iron body, top and inlet flange (where required), stainless steel
float and trim with Buna-N seat. Valves which operate the pres-
sure plunger via a single lever and fulcrum will not be acceptable.
Option: A protectop will be supplied to prevent debris from entering the outlet of the valve.
Option: (Where pressures are greater than 300 PSIG), the valve(s) shall be ANSI Class flanged inlet connection, and shall
have a (steel, stainless steel, or ductile iron) body, top and inlet flange.
Standard operating pressure for Crispin Air Valves is 20 to 150 PSIG. Please check one of the following if your operating needs differ:
2 to 40 PSIG 151 to 300 PSIG
Crispin Valve, 600 Fowler Ave., Berwick, PA 18603. 1-800-AIR-VALV - 1 (570) 7524524 - F: (570) 7524962 • WWW.CRISPINVALVE.COM - sales@crispinvalve.com UL
Submittal Sheet for Crispin UL Series
Manufactured in compliance with ANSVAWWA C512 Date: October, 2001
U)
W
N
The valve(s) shall be installed at the high points in the system or at points
selected by the engineer. This will permit discharging the surge of air from
an empty line when filling, and relieve the vacuum when draining the sys-
tem. The valve(s) shall also release an accumulation of air when the sys-
tem is under pressure. This shall be accomplished in a single valve body.
The valve(s) shall operated through a compound lever system which
_
will seal both the pressure orifice and the air and vacuum orifice simul-
taneously. This lever system shall permit a " orifice to
release an accumulation of air from the valve body at a capacity of
SCFM of air and pressure of PSIG.
The function of the lever system shall also permit a positive disen-
gagement of the main valve from the large orifice, as the float drops and
pressure decreases. The disengagement shall be immediate and not
limited to the initial draw of a vacuum.
The valve(s) shall be Crispin Model Universal Air Valve as man-
ufactured by Multiplex Manufacturing Co., Berwick, PA. The valve(s) shall
be " NPT screwed or ANSI Class (125, 250) flanged inlet connec-
tion, and shall have a cast iron body, top and inlet flange (where required),
stainless steel float and trim with Buna-N seat. Valves which operate the
pressure plunger via a single lever and fulcrum will not be acceptable.
rrore.r
Option: A protectop will be supplied to prevent debris from entering the
outlet of the valve.
Option: (Where pressures are greater than 300 PSIG), the valve(s) shall
be ANSI Class flanged inlet connection, and shall have a
(steel, stainless steel, or ductile iron) body, top and inlet flange.
All Crispin Valves are hydrostatically tested at 150% of their maximum
working pressure. Standard operating pressure for Crispin Air Valves is
20 to 150 PSIG. Please check one of the following if your operating
needs differ: 2 to 40 PSIG 151 to 300 PSIG
" Material for UL2 .1 will be brass
L
DIAMETER
MAX. PRESSURE
DISCHARGE RATE
1/4"
150 PSIG
98 SCFM
3/16"
250 PSIG
88 SCFM
1/8"
300 PSIG
46.7 SCFM
MODEL
INLET SIZE
OUTLET SIZE
A
I B
I C
WHT.
UL20
2" NPT
2" NPT
12.50
13.501
72
UL20.1
2" NPT
2" NPT
12.50
13.50
72
'UL21
2" 125# FLG
" NPT
12.50
17.0
78
UL21.1
2" 125# FLG
2" NPT
12.50
17.00
78
UL22
2" 250# FLG
2" NPT
12.50
17.25
89
UL22.1
2" 250# FLG
2" NPT
12.50
17.25
89
' Includes ANSI Class 125 or 250 Companion FLG and NPL
ITEM
DESCRIPTION
MATERIAL
ASTM
is
TOP
CAST IRON
At 26 CL.B
2
FLANGE
CAST IRON
At 26 CL.B
3
BODY
CAST IRON
At 26 CL.B
4A
CAP SCREW
STAINLESS STEEL
A193
5B
AIR & VAC FULCRUM
STAINLESS STEEL
A240
"6
VALVE LEVER
STAINLESS STEEL
A582
7
LINK
STAINLESS STEEL
A240
8
BALLLEVER
STAINLESS STEEL
A240
9
FLOAT
STAINLESS STEEL
A240
9A
FLOAT ROD
STAINLESS STEEL
A582
10
BALL FULCRUM
STAINLESS STEEL
A582
11
VALVE PLUNGER
STAINLESS STEEL
& BUNA-N RUBBER
A193
12
PLUNGER NUT
STAINLESS STEEL
A194
13W
LOCK WASHER
STAINLESS STEEL
A240
15
PRESSURE SEAT
STAINLESS STEEL
A582
16
PRESSURE FULCRUM
STAINLESS STEEL
A240
17
SEAT CAGE
STAINLESS STEEL
A240
18
AIR & VAC SEAT
BUNA—N RUBBER
N/A
21
PRESSURE LIMIT STOP
STAINLESS STEEL
A240
23
BEARING PIN
STAINLESS STEEL
A582
23A
BEARING PIN
STAINLESS STEEL
A582
23B
BEARING PIN
STAINLESS STEEL
A582
24
BEARING PIN
STAINLESS STEEL
A582
25
BEARING PIN
STAINLESS STEEL
A582
26
COTTER PIN
STAINLESS STEEL
A313
29
DRAIN PLUG
BRASS
B505
30
FULCRUM WASHER
FIBER
D710
32
FLANGE GASKET
ARMSTRONG N-8092
N/A
33
FLANGE BOLT
STEEL
A307
34
NUT
STEEL
A563
36
BALL FULCRUM NUT
STEEL
A563
50
INTERFERENCE PIN
STAINLESS STEEL
A582
P1 NIPPLE I STEEL A53
CP2 COMPANION FLANGE I CAST IRON Al 26 CL. B
UL Crispin Valve, 600 Fowler Ave., Berwick, PA 18603.1-800-AIR-VALV • T (570) 7524524 • F: (570) 752-4962 • WWW.CRISPINVALVE.COM • sales@crispinvalve.com
Submittal Sheet for Crispin UL Series
Manufactured in compliance with ANSVAWWA C512 Date: October, 2001
DIAMETER
MAX. PRESSURE
DISCHARGE RATE
1/4"
150 PSIG
98 SCFM
3/16"
250 PSIG
88 SCFM
1/8"
300 PSIG
46.7 SCFM
MODEL
INLET SIZE
OUTLET SIZE
A
B
C
WHT.
UL31
3" 125# FLG
3" NET
14.75
20.50
125
UL31.1
3" 125# FLG
3" NPT
14.75
20.50
125
UL32.1
3" 250# FLG
1 3" NPT
14.75
1 21.00
131
.
4" NPT
4" NPT
1 .7
162
-UL4
41.1
4" 12 F
4" NPT
1 .7
177
UL42.1
4" 250# FLG
4" NPT
16.75
23.25
188
eaflS LiS't
ITEM
DESCRIPTION
MATERIAL
ATM
1S
TOP
CASTIRON
At26CLB
2
FLANGE
CAST IRON
A126 CLB
BODY
CASTIRON
A126 GLB
4
AIRNAC FULCRUM
STAINLESS STEEL
A240
4A
FULCRUM BOLT
STAINLESS STEELAl
93
PRESSURE FULCRUM
TAINLE TEE
A240
"6
VALVE LEVER
STAINLESS STEEL
A582
LINK
STAINLESS7
8
BALLLEVER
STAINLESS STEEL
A240
FLOAT
STAINLESS STEEL
A240
FLOAT9 ROD
STAINLESSSTEEL
10
BALL FULCRUM
STAINLESST
A582
11
VALVE PLUNGER
STAINLESS STEEL&
_aUNA-N RUBBER
A19302000
12
PLUNGER NUT
STAINLESS
13W
LOCK WASHER
STAINLESS STEEL--
A240
15
—
PRESSURE SEAT
STAINLESS STEEL
A582
17
SEAT CAGE
STAINLESS STEEL
A240
18
AIR & VAC SEAT
BUNA-N RUBBER
D2000
21
PRESSURE LIMIT STOP
STAINLESS STEEL
A24
BEARING23
TAINSTEEL
2 A
BEARING PIN
STAINLESS STEEL
A582
24
BEARING PIN
-STAINLESS STEEL—
A582
25
BEARING PIN
STAINLESS STEEL
A582
26
COTTER PIN
STAINLESS STEELA
1
29
DRAIN PLUG
BRASS
B505
30
FULCRUM WASHER
FIBER
D710
31
FULCRUM WASHER
FIBER
D710
31A
FULCRUM WASHER
FIBER
D710
32
FLANGE GASKET
ARMSTRONG N-8092
N/A
33
FLANGE BOLT
STEEL7
34
NUT
STEEL
A563
35
AIR/VAC FULCRUM NUT
STEEL
A563
36
BALL F L R MN T
STEEL
A563
7
ADJUSTING PLATE
STAINLESS STEEL
A240
38
BOLT
-STAINLESS STEEL
A193
50
INTERFERENCE PIN
STAINLESS STEEL
A582
" Material for UL30.1, UL.31.1, UL40.1, UL41.1, UL42.1 will be brass
U
L
iA IQ 35 ale
32
37
38
4A
4
!3A
15
i
The valve(s) shall be installed at the high points in the system or at points
selected by the engineer. This will permit discharging the surge of air from
an empty line when filling, and relieve the vacuum when draining the sys-
tem. The valve(s) shall also release an accumulation of air when the sys-
tem is under pressure. This shall be accomplished in a single valve body.
The valve(s) shall operate through a compound lever system which will
seal both the pressure orifice and the air and vacuum orifice simultane-
ously. This lever system shall permit a " orifice to release an
accumulation of air from the valve body at a capacity of
SCFM of air and pressure of PSIG.
The function of the lever system shall also permit a positive disengage-
ment of the main valve from the large orifice, as the float drops and pres-
sure decreases. The disengagement shall be immediate and not limited
to the initial draw of a vacuum.
The valve(s) shall be Crispin Model Universal Air Valve as
manufactured by Crispin -Multiplex Manufacturing Co., Berwick, PA. The
valve(s) shall be " NPT screwed or ANSI Class (125, 250)
flanged inlet connection, and shall have a cast iron body, top and inlet
flange (where required), stainless steel float and trim with Buna-N seat.
Valves which operate the pressure plunger via a single lever and fulcrum
will not be acceptable.
1
Option: A protectop will be supplied to prevent debris from entering the
outlet of the valve.
Option: (Where pressures are greater than 300 PSIG), the valve(s) shall
be ANSI Class flanged inlet connection, and shall have a
(steel, stainless steel, or ductile iron) body, top and inlet flange.
Standard operating pressure for Crispin Air Valves is 20 to 150 PSIG.
Please check one of the following if your operating needs differ:
2 to 40 PSIG 151 to 300 PSIG
7
Crispin Valve, 600 Fowler Ave., Berwick, PA 18603.1-800-AIR-VALV • T: (570) 752-4524 • F: (570) 752-4962 • WWW.CRISPINVALVE.COM • sales@crispinvalve.com UL
BID ITEM 17 9.80 X 2" IP
ROMAC INDUSTRIES, INC.
STYLE 101 & 202 SERVICE SADDLE
SUBMITTAL INFORMATION
MATERIALS
NSF
L� 1
Casting
The saddle body is cast from ductile (nodular) iron,
meeting or exceeding ASTM A 536, Grade 65-45-12.
Gaskets
Gaskets are made from Nitrile Butadiene Rubber
(NBR) compounded for water and sewer service and a
tolerance of petroleum products in accordance with
ASTM D 2000 MBC 610. Other compounds available
for special applications.
Strap, Nuts & Washers
For sizes 1-1 /2" through 3", 1 /2" national coarse roll
thread, electro-galvanized mild steel strap with heavy
hex nuts and 1 /2" flat washers. 4" and above uses 5/8"
national coarse roll thread, high tensile strength, low alloy
steel, with heavy hex nut and 5/8" flat washer, electro-
galvanized, meeting AWWA C111 composition
specifications.
COATING
Shop coat applied to cast parts for corrosion protection
in transit.
PRESSURE RATING Ductile iron, cast iron and steel pipe: rating of pipe up to
350 psi maximum. Asbestos cement pipe: rating of pipe
up to 200 psi maximum. For other applications please
consult your representative.
SIZES AND RANGES See Catalog. 9/04
Romac Document Number 25-8-0001
This information is based on the best data available at the date printed above, please check with Romac
Engineering Department for any updates or changes.
Phone ;425' 951 6200 • Tcll Frov 1 B00 425 9341 • Fax {425; 951 h201 • www-ramac:imj;in1rier-. c:c:ri
40
BID ITEM 17
SUBMITTAL INFORMATION
Ballcorp Corporation Stops - (FB500-7-NL style)
MALE IRON PIPE THREAD BOTH ENDS
Solid one piece top -hoar' and 0—
EPDM O-rings
Male Iron Pipe
Fluorocarbon-c
brass ball
NAnH.rl FpDM rubber seat
e ball
Threads
Outlet
VALVE SIZE INLET SIZE OUTLET SIZE VALVE BODY OUTLET APPROX. PART ✓ SUBMITTED
LENGTH THREADS WT. LBS NUMBER ITEM(S)
2" 1 2" 2" 7-5/16" 2" MIP 8.0 1 FB500-7-NL
FEATURES
• All brass that comes in contact with potable water conforms to AWWA Standard C800
(UNS NO C89833)
• The product has the letters "NL" cast into the main body for proper identification
• UL Classified to ANSI/NSF Standard 61 and Standard 61 Annex G (NSF/ANSI 372)
• Brass components that do not come in contact with potable water conform to
AWWA Standard C800 (ASTM B-62 and ASTM B-584, UNS NO C83600 - 85-5-5-5)
• Ends are integral or secured with adhesive to prevent unintentional disassembly
• 300 PSI working pressure
The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability,
including specifications. are subject to change without notice. Please verify that your product information is current.
The Ford Meter Box Company, Inc. Submitted By:
I i I P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443
Phone: 260-563-3171 / Fax: 800-826-3487
Overseas Fax:260-563-0167
http://www.fordmeterbox.com 01 /28/ 13
BID ITEM 8, 9, 17
LISTED
4067-07 WITH 2" SQUARE NUT
(�
L F M �:) 4067-07HW WITH HANDWHEEL
® 888H APPROVED 4067-07P WITH POST PLATE (3" ONLY)
ION/AL
IDWHEEL
VALVE
SIZE
A
B
C
D
WEIGHT 2" NUT
2
5 1/4
5 1/8
10 7/8
7 1/4
33
2 1/2
7
5 13/16
11 3/8
7 1/4
44
3
7 1/8
5 13/16
12 3/8
10
50
*HANDWHEEL--ADD 1 # (2" - 2 1 /2"), 6.5# (3")
*INDICATOR POST PLATE ADD 16# (3") ONLY
*PALLET QUANTITIES 2" NUT: 46(2 1 /2"), 30(3")
*PALLET QUANTITIES HANDWHEEL: 36(2" & 2 1 /2"), 30(3")
*TURNS TO OPEN: 7 3/4(2"), 8(2 1 /2"), 10(3")
**THREADED / SCREWED END VALVES NOT UNDER AWWA C509
DWN: TRIJ 2", 2 1 /2", & 3"
M&H VALVE COMPANY DATE: 7/1/05 RESILIENT SEAT GATE VALVE
ANNISTON,ALABAMA DWG, NO. STYLE 4067-07
A DIVISION OF MCWANE INC. SD-23 THREADED / SCREWED ENDS
THIS DRAWING AND ALL INFORMATION IS OUR PROPERTY AND SHALL NOT BE USED, COPIED, OR REPRODUCED WITHOUT WRITTEN CONSENT. DESIGN AND INVENTION RIGHTS RESERVED.
IONAL
T PLATE
)NLY)
BID ITEM 8, 9, 17
5 � 4 FUG [ PORT GATE VMWLE 1, om Now 4,
FULL PORT CAST BRASS :, NON -RISING STEM
ADJUSTABLE PACKING GLAND THREADED OR SOLDER ENDS
200 PSI NON -SHOCK WOG 125 PSI SWP
Applications: Commercial and Light Industrial Steam, Water, Oil, or Gas
Threaded Ends ]Conform to ANSI Standards 132.1
Solder E"''-- Conform to ANSI Standards 1316.18
Valves are Tested In Accordance With MSS-SP-82
•0
"W"
DIMENSIONS
-
SIZE (Ruch)
L
H
OD
P
WT. pb)
IPS
C x C
1/4"
1.71
2.83
2.01
.62
3/8"
1.71
2.83
2.01
1.69
.58
-
1/2"
1.71
2.91
2.01
1.69
.60
.56
3/4"
1.81
3.31
2.21
2.32
.82
.82
--� 1"
2.13
3.91
2.56
2.72
1.18
1.08
1-1/4"
2.24
4.61
2.76
2.93
1.66
1.52
1-1/2"
2.44
5.08
3.11
3.28
2.14
1.88
2"
2.68
6.00
3.70
3.97
3.26
3.04
2-1/2"
3.70
6.89
4.02
4.61
6.08
5.04
3"
4.02
8.50
5.00
5.20
8.34
7.76
4"
4.53
9.89
5.00
-
12.64
-
NO.
PART
MATERIAL
ASTM SPEC
1
Wheel Nut
Plated Steel
Commercial
2
Name Plate
Aluminum
Commercial
3
Hand Wheel
Cast Iron
Commercial
4
Packing Nut
Brass Rod
ASTM B16 GR3600
5
Gland
Brass Rod
ASTM B16 GR3600
6
Gland Packing
Graphite
Non Asbestos
7
Bonnet
Cast Brass
ASTM B584 GRC85700
8
Stem
Brass Rod
ASTM B16 GR3600
9
lock Nut
Brass Rod
ASTM B16 GR3600
10
Gasket
Fiber (2-1/2"41
Non Asbestos
11
Disc
Cast Brass
ASTM B584 GRC85700
12
Body
Cast Brass
ASTM B584 GRC85700
A�/ BREWSTER: TEL: :11 1: :11 . 1 • • :11 • . 800-683-4247
Click The Product Name Below To Return To That Index
PREVIOUS BRASS & BRONIE VALVES CAST IRON VALVES FAUCETS
BID ITEM 17
0.75 in
Remov,
Pipe Er
Area
iviid-►5tatcj I laStI S9 Inc.
Customer Service: KY 800-444-7615 TX 800-521-6554
Fax: KY 859-498-7919 TX 936-760-1357
Web: www.msmeterboxes.com Email: productinfo@msmeterboxes.com
MSBCF Series Meter Boxes
A -�
Short Side View
Top View
C
1 215 in
E
Long Side View
0.550 in
(mmimwn)
Part Number
A
B
C
D
E
Weight
MSBCF1015-12XL
10.5"
15.5"
12"
101,
13.5"
13lbs
MSBCF1020-12
10.625"
20.75"
12"
10.25"
18.75"
17lbs
MSBCF1118-12
11.25"
18.125"
12"
10.125"
17.375"
15lbs
MSBCF1 1 18-18XL
11.25"
18.125"
18"
10.125"
17.375"
19.5lbs
MSBCF1324-12
13.75"
23.1875"
12"
12.125"
21.5"
18lbs
MSBCF1324-18XL
13.75"
23.1875"
18"
12.125"
21.5"
22.5lbs
MSBCF1416-12
14.5"
16.5"
12"
13.5"
14.5"
14lbs
MSBCF1527-12
15.75"
26.875"
12"
13.5"
25"
21 Ibs
MSBCF1527-18XL
15.75"
26.875"
18"
13.5"
25"
24lbs
MSBCF1730-12
17.625"
30.5"
12'
161,
28.75"
23lbs
. MSBCF1730-18XL 1
17.625"
1 30.5"
18" 1
16" 1
28.75"
27lbs
"For detailed information on XL boxes, please see BCF-XL specifications. All dimensions mid Nceights are nominal mid suhiect to chan2eN%id)oLft x>ticc
Typical Specification:
The Meter Box shall be high -density Polyethylene of one-piece molded construction for durability and impact
strength and shall have a wall thickness of no less than .550". The Meter Box, with a ductile iron cover installed,
shall be able to bear a 20,0001b load in a wheel load (H-20) style test. Meter Box shall be able to withstand a
2001b side load, applied with a 4"x4" plate 1" down for the top center of the box, without deflecting more than 1".
The Meter Box shall be black on the exterior to prevent UV degradation, and bright white on the interior to reflect
light and ease meter reading and service. The box shall be designed in such a way as to have a integral flange,
no more that 3" from the top, to support the box in concrete, paving or soil, and a bottom flange a minimum of 1"
wide, to help retard settling. The box shall have removable pre-cut pipe entry areas, 3" wide x 4" high, located on
the center of each end (short side) of the box for single meter installations, and 3 pre-cut pipe entry areas (single
in, dual out) for dual meter installations. The box shall be designed in such a way as to be securely stackable, and
shall be available in 12" and 18" heights as installation conditions may require. The box shall weigh no more than
listed weight for each meter size for safety and ease of handling, transport and installation. All dimensions shall
be in accordance with the above drawing(s) for the appropriate size meter. The meter box shall be MSBCF as
manufactured by Mid -States Plastics Inc. or equal.
C Mid -States Plastics, Inc. ♦ 280 Midland Trail, Mt. Sterling, KY 40353 ♦ 101 East Ave M, Conroe, TX 77301 0203
BID ITEM 17
Mid -States Plastics, Inc.
Molded Access Products Division, Uponor ETI
280 Midland Trail, Mt. Sterling, KY 40353
TX Office Ph: 936-760-2802 Fax 936-760-2810
KY Office Ph: 800-444-7615 Fax 859-498-7919
MSP Ductile Iron Covers
For BC and BCF series Meter Boxes
A
_�
h-
Part 4
A
B
C
D
E
Weight
MSCBC-II18-R
11,125"
18"
1.75"
7.5"
4.5"
221bs
MSCBC-1118
11.125"
18"
1.75"
N/A
N/A
231bs
MSCBC-1324-R
13.75"
23,175"
1.75"
7.5"
4.5"
33lbs
MSCBC-1324
13.75"
23.175"
1.75"
N/A
N/A
37lbs
MSCBC-1527-R
15.175"
26.75"
1.75"
7.5"
4.5"
44lbs
MSCBC-1527
15.175"
26.75"
1.75"
N/A
N/A
43lbs
MSCBC-1730-R
17.5"
310.375"
2"
7.5"
4.5"
58lbs
MSCBC-1730
17.5"
30.375"
2"
N/A
N/A
681bs
Ductile iron is an ideal material for castings where load -bearing ability is required. The mechanical
specifications for MSP ductile iron covers is as follows:
Grade 65-45-12
ASTM A536-80
Tensile strength (psi) 65,000
Yield strength (psi) 45,000 SAE J434C Minimum thickness .25 inch
BID ITEM 15
i
Performance
USA
GENERAL FEATURES / SPEC
M&H AWWA C502 FIRE HYDRANTS
♦ Style 929
♦ Traffic Model
♦ 250 PSI Working Pressure — 500 PSI Hydrostatic Test — AWWA
♦ UL / FM Approval
Type: Compression type, opening against line pressure.
Main valve on Traffic Model will remain closed should
hydrant be broken off by traffic accident.
Classification and Size: Hydrants are classified by the
main valve size, number and size of hose and pumper
nozzles. Hydrant size is designated as a 5 '/4 ", size being
the inside diameter of the main valve seat opening.
Length: Hydrant lengths are determined by depth of trench
below ground level. Lengths are in multiples of six inches.
Barrel: Upper section of barrel (nozzle section) contains the
hose and pumper nozzles. The water way is uniform in
diameter for entire length of barrel.
Hydrant Inlet: Hydrant shoe or elbow is provided with
flange or mechanical joint connection to fit connecting pipe
All type shoes except flanged are provided with lugs for
strapping. The two drain openings in the hydrant shoe are
bronze bushed. All shoes are protected from corrosion with
fusion bonded epoxy coating.
Hose and Pumper Nozzles: Threaded with fine thread and
screwed (not Leaded) into tapped openings in nozzle section
of hydrant. Hose and pumper nozzle caps are provided with
rubber gaskets and chained to nozzle section.
Operating Mechanism and Working Parts: Main valve
rod is made of steel and is bronze sheathed where it passes
through a two piece bonnet system. Bronze retainer ring
bushing is permanently affixed into shoe. Main valve seat
ring is threaded into seat retainer ring providing bronze to
bronze assembly. Main valve seat material is rubber. All
working parts, including main valve assembly, are
removable through the top of hydrant without excavating.
Two positive acting non -corrodible drain valves are integral
parts of main valve assembly. Al I parts of hydrant of same
size and type are interchangeable with out any special
fittings. Integral operating nut and weathershield provide
tamper resistant top works and protects the operating
mechanism form the elements. Also operating hold down is
O-ring sealed for added protection.
Dry Top: Operating threads are isolated from the waterway
by a seal plate having double O-rings. Operating nut has
lubricating hole in top for lubrication of operating threads
and thrust bearing.
Dry Barrel: When the valve of the hydrant is closed, two
drain valves in the hydrant shoe automatically open and
allow rapid and complete drainage of the hydrant barrel.
This dry barrel eliminates danger of damage to the hydrant
by freezing.
Materials of Construction: All iron parts are made of high
strength gray iron conforming to specification A-126, Class
B of the American Society for Testing Materials or ductile
iron. All non -corrodible metal parts are made of copper
alloys conforming to AWWA Standard C502 requirements.
Other materials are also of high quality for their respective
uses.
Shop Tests: Tested to 500 pounds hydrostatic pressure
supplied from the inlet side, first with main valve closed for
testing of valve seat; second, with main valve open for
testing of drain valves and entire hydrant.
July 2005 / M&H C502 / Model 929
M&H MODEL 929 FIRE HYDRANT
ITEM/
QTY
DESCRIPTION
MATERLU.
1
i
WEATHER SHIELD
CAST iRON ASTM A-126CLASS B
2
1
LUBRICATION PLUG BOLT 1 2 X 2 1 4
ELECTRO ZINC PLATED STEEL
1
OPERATING NUT
BRONZE ALLOY CDA 84400 TM B-584
HOLD OWN NU= RING
N.
HOLD DOWN NUT
BRONZE ALLOY CD 4400 ASTM -5 4
HOLD DOWN NUT SET SCREW
i -8 A M - 9 G OU 1
THRUST WASHER
NYLON
BONN
CAST IRON ATM A-1
•1
BRONZE STEM SLEE`c 0 RING
N.B.R.
10
•1
BRONZE STEM SLEEVE
BRASS TUBING ASTM B-135 ALLOY NO. 2
11
UPPER ROD STEM ASSEMBLY
STEEL C1117 HFS w BRZ STEM SLEEVE
12
3
BONNET BOLTS 1 2-13 x 3
ELECTRO ZINC PLATED STEEL
13
6
BONNET SEAL PLATE NUTS 1 2-13
ELECTRO ZINC PLATED STEEL
LOWER BONNET STEM 0 RINGS
N.B.R.
13
NOZZLE STAND PIPE 0 RINGS
N.B.R.
16
2
HOSE NOZZLE
CAST IRON ASTM A-126 CLASS B
PUMPER NOZZLE CAP
CAST IRON TM -1
HOSE NOZZLE CAP GASKET
RUBBER ASTM 02000
19
1
PUMPER NOZZLE CAP GASKET
RUBBER ASTM D2000
20
2
HOSE NOZZLE SET SCREW
18-8 SS ASTM F-593 GROUP 1
21
1
PUMPER NOZZLE SET SCREW
18-8 SS ASTM F-593 GROU 1
2
2
HOSE NOZZLE 2 1 2
BRONZE ALLOY CDA 84400 ASTM B-584
1
PUMPER NOZZLE 4 1 2
BRONZE ALLOY CDA 84400 TM B-584
HOSE NOZZLE 0 RING
N.B.R.
1
PUMPER NOZZLE 0 RING
N.B.R.
26
1
NOZZLE SECTION
CAST ION AS A-126 CLASS
27
1
S HOOK
ELECTRO ZINC PLATED STEEL
28
NO C CHAINS
ELECTRO INC PLATEDSTEEL
1
M U UN U LIN
C IRON M A126
30
CLEVIS PIN 3 8 x 2 1 2
410 STAINLESS STEEL
31
2
RETAINING CLIP
18-8 SS ASTM F-593 GROUP 1
32
6
SAFETY LUG BOLTS 5 8-11 X 4
ELECTRO ZINC PLATED STEEL
SAFETY LUG NUTS 5 8-11
ELECTRO ZINC PLATED STEEL
4
6
SAFETY LUGS
ON ASTM A126 LASS
71
STAND PIPE UPPER FLANGE
DUCTILE IRON
1
STAND PIPE
DUCTILE IRON PIPE
37
t
LOWER ROD / LOWER 5TFM_
STEEL C1117HFS
38
"
STAND PIPEW LANGD
CTILE IRON
H -11 X 3 t
304 STAINLESS STEEL
SHOE BOLT NUTS 5 8-1,
304 STAINLESS STEEL
41
1
HYDRANT SHOE ELBOW
DUCTILE IRON ASTM A-536 GRADE 70-50-5
2
DRAIN HOLE BUSHINGS
BRONZE ASTM B-135
1
UPPER DRAIN VALVE UPPER VALVE PLATE
ALUMINUM -BRONZE ALLOY ASTM B-763
44
DRAIN VALVE FACING
UNA S
4
AIN VALVE ACING RIVETS
COPPER
4.6 1
1
LOWER STEM PIN t 2 X 1 3 4
18-8 STAINLESS ST EL TYPE E
47
1
LOWER STEM 0 RING SEAL
N.B.R.
48
1
MAIN VALVE RUBBER SEAT
S.B.R.
49
1
LOWER VALVE PLATE
LOCKING WASHER
18-8 STAINLESS STEEL TYPE E
50
1
LOWER VALVE PLATE
BOTTOM PLATE
CAST IRON ASTM A-126 CLASS B
51
1
BRONZE MAIN VALVE
SEAT RING
ALUMINUM -BRONZE ALLOY ASTM B-763
52
1
MAIN VALVE SEAT RING UPPER 0 RING
N.B.R.
53
1
MAIN VALVE SEAT RING LOWER 0 RING
N.B.R.
54
•1
SHOE RETAINER RING
BRONZE ALLOY CDA 8440 ASTM 87584
•
SHOE RETAINER RING '0'-RING
N.
1
SEAL PLATE
CAST IRON ASTM A-126 CLASS B
1
SEAL PLATE GASKET
RUBBER
4
1
STOP NUT
BRONZE
3
SEAL PLATE BOLTS t 2 x 2
ELECTRO ZINC PLATED STEEL
0
1
LOWER STEM CAP NUT
CAST IRON ASTM A-126 CLASS B
NUI FILLU KENLACEAULL - PEKMANENILY IN5IALLLI)
MAIN VALVE SIZES AVAILABLE: 5 1 /4"
MEETS OR EXCEEDS AWWA C502
250 PSI WORKING PRESSURE AWWA
200 PSI WORKING PRESSURE UL/FM
500 PSI HYDROSTATIC TEST PRESSURE
HYDRANT SHOE STYLES AVAILABLE:
6" - MECHANICAL JOINT<---
6" - FLANGED
LISTED
OR f1
HYRANTrM lDEL 92
9
2mvp
888H AVVA
APPROVED 2wvp
DWN: TRIJ
M&H VALVE COMPANY DATE: 7/1/05
ANNISTON,ALABAMA
A DIVISION OF MCWANE INC. DWG. N0.
FH-929
ICED WITHOUT WRITTEN CONSENT. DESIGN AND INVENTION RIGHTS RESERVED.
SUGGESTED SPECIFICATIONS (1 of 2)
M&H AWWA C502 FIRE HYDRANTS
♦ Model 929
♦ Traffic Model
♦ 250 PSI Working Pressure — 500 PSI Hydrostatic Test - AWWA
♦ UL / FM Approved
GENERAL Fire hydrants shall comply in all respects with AWWA Standard C-502, latest revision. Fire hydrants shall
be of the compression type, with the main valve opening against the pressure and closing with the pressure.
The main valve opening shall be (5 '/4") in diameter. Fire Hydrant shall be of a dry barrel, dry top design.
The nozzle section shall consist of two (2) hose nozzles and one (1) pumper nozzle or other as specified.
RATING Fire hydrants shall be rated at 250 psi water working pressure, tested at 500 pounds hydrostatic for
structural soundness in the following manner: 500 pound hydrostatic test supplied from the inlet side, first
with the main valve closed for the testing of the valve seat: second, with the main valve open for testing of
the drain valves and the hydrant barrel. Testing to be complete in accordance with AWWA C-502 and
ULFM requirements.
END Hydrants shall be connected to the main by a 6" fusion bonded, epoxy coated mechanical joint or
CONFIGURATION flanged shoe. Mechanical joint shoes shall be fitted with strapping lugs.
DESIGN The main valve seat of the hydrant shall be made of rubber and be supported by a one-piece bronze top
plate / drain valve mechanism. Drain valves shall be faced with rubber.
The bottom stem threads of the main valve rod shall be fitted with an epoxy coated, cast iron bottom plate,
sealing lower rod threads from the water.
Changes in size or shape of the waterway (hydrant nozzles) shall be accomplished by means of easy curves.
Exclusive of the main valve opening, the net area of the waterway of the barrel and the foot piece at the
smallest part shall not be less than 120% of that of the net opening of the main valve.
Hose and pumper nozzles shall be threaded and screwed into the nozzle section. And then mechanically
locked to prevent turning.
Hose and pumper caps shall be chained to the hydrant
The hydrant shall be so designed that when it is in place, no excavation will be required to remove the main
valve and movable parts of the drain valve. Further, the hydrant shall be of the type that can be extended
without excavating.
Hydrants shall be so designed that, in the event of accident, or breaking of the hydrant above or near grade
level; the main valve will remain closed.
The main valve rod shall be made in two parts and fitted with breakable coupling at the ground line flange.
The ground line connection between nozzle section and the barrel shall incorporate the use of breakaway
lugs. This connection shall be so designed that the nozzle section can be rotated in any increment of 360°.
The ground line connection between the barrel and nozzle sections shall have an o-ring to provide a seal.
The operating threads of the hydrant shall be so designed as to avoid the working of any iron or steel parts
against either iron or steel. The operating stem and operating nut threads shall be square or acme type.
July 2005 / M&H C502 / Model 929
SUGGESTED SPECIFICATIONS (2 of 2)
DESIGN The operating thread shall be lubricated at factory with food grade grease. Access shall be provided
(Continued) to field lubricate the operating mechanism.
The operating thread shall be sealed from water at all times when the valve is either in the opened or
closed position. The operating rod shall be bronze sheathed where it passes through the double "O" ring
seal in the bonnet.
The bonnet shall be weather proof and utilize a weather shield integral with the external wrench operating
nut.
The operating nut shall be made of bronze with a self-lubricating design.
Hydrants shall be of the dry barrel type and hydrant shoe shall have two positive acting non -corrosive drain
valves that shall drain the hydrant completely by opening when the main valve is closed, and close tightly
in accordance with AWWA C-502 requirements when main valve is open.
The main valve assembly shall be seated in the hydrant with a bronze -to -bronze interface to facilitate
removal of the main valve, should maintenance be required. The nozzle section shall consist of
two-2 1/2" hose nozzles to the specified thread designation (NST or other, as specified) and one pumper
nozzle 4'/2" in diameter to the specified thread designation (NST or other, as specified), or other
combination of nozzle outlets, including independent hose gate valves, as specified.
Two 0-ring seals shall be utilized where the main hydrant rod passes through the 1 piece bonnet.
Hydrant standpipe shall be ductile iron and single piece for all bury depths.
All like parts of hydrants of the same size and model produced by the same manufacturer shall be inter-
changeable.
Hydrant shall open by turning to the (left or right). Direction of opening to be permanently marked on
hydrant bonnet.
Threads on hose and steamer nozzles shall be National Standard unless otherwise specified.
Size and shape of operating nuts cap nuts shall conform to National Standard unless otherwise specified.
Bury shall be (specify depth of bury) measuring depth from grade line to bottom of trench or connecting
pipe.
Auxiliary shut-off (isolation) gate valves, when required, shall be of the same manufacture as the hydrant
COATING The inside of all hydrants shall be coated in accordance with AWWA standards except for bronze and
threaded machined surfaces. Exterior on hydrant nozzle section shall be painted Fire Hydrant Red (or as
specified).
Hydrant shoes shall have an interior and exterior thermosetting epoxy coating of 5 to 6 mils meeting
AWWA C550.
MARKINGS Hydrant shall be marked with the name of the manufacturer, size of valve opening, direction of opening
and the year of manufacture all in accordance with the AWWA C-502. Country of origin to be cast on all
major hydrant castings.
SOURCE Hydrants shall be M&H Model 929
July 2005 / M&H C502 / Model 929
ACCESSORIES/ORDERING
EXTENSION KIT
Conveniently packaged including all
necessary parts to raise hydrant in 6"
increments.
Specify if hydrant size is 4-1/2" or 5-1/4"
SEAT REMOVAL WRENCH
Engages stem drive pin for
removing main valve seat.
L_DQD
0 (t#�
TRAFFIC REPAIR KIT MAIN VALVE REPAIR KIT
Available for 4-1 /2" or 5-1/4" hydrant Available for 4-1 /2" or 5-1/4" hydrant
and packaged with all components and packaged with all components
needed to restore hydrant to service needed to repair damaged valve
following collision. assembly.
00
HOLD DOWN NUT/STEM STOP NUT
REMOVAL TOOL 8
HOSE NOZZLE WRENCH
How To Order
Model: M&H Style 929. 5-1/4" valve opening. Traffic
Model AWWA C-502 hydrant. Equipped with two 2-1/2"
outlets and one 4-1/2" pumper outlet or two 2-1/2" outlets.
ZHose and Pumper Nozzle Threading: National
Standard Specifications
(As adopted by Nation Board of Fire Underwriters)
Hose Nozzle: 2-1/2" - Threads, 3-1/16" O.D.
7-1/2 threads per inch.
Pumper Nozzle: 4-1/2" - Threads, 5-3/4" O.D.
4 threads per inch.
Operating Nut: Pentagon - 1-1/2" point to flat.
Direction of Opening: Left (counter -clockwise)
If other than NST, specify standard by description or send
male coupling from discarded section to hose. Do not send
hydrant cap.
PUMPER NOZZLE WRENCH
Slots engage drive lugs in nozzle I.D. for
removal. Threads are left hand. Specify
nozzle size if other than National
Standard.
3Size and Type of Shoe Connection: 6" Mechanical
Joint or 6" Flanged.
4 Size and Shape of Operating Nut: If other than
National Standard pentagon measuring 1-1-2" Point to
Flat, give dimension measuring point to flat for pentagon
and across center from flat to flat for square and hexagon
nuts.
5 Direction of Opening: Specify left (counter -clockwise)
or right (clockwise). If not specified, open left will be
provided.
6Depth of Trench: Distance from ground line to bottom
of connecting pipe. "Trench" and "Ditch" are the same
as "Bury'. "Cover" is distance from ground line to top of
connecting pipe.
7Color: Unless otherwise specified, final paint coat will
be fire hydrant red.
M&H VALVE COMPANY
4
A DIVISION OF MCWANE, INC.
Sales Office & Manufacturing Facility
www.mh-valve.com
2005
P.O. Box 2088
Anniston, Alabama 36202
Phone (256) 237-3521
Fax 1-888-549-5309
03-05-5M
HD Fowler Company Submittal - MHSCN5NST
19
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HPHATM Specification
I Iarrington Permanent I lydrant Adapterrm - HPI IArm
Harrington Permanent Hydrant Adapter"""' - A Metal Face
Storz with Female Thread, secured to the male nozzle
wl (2) Setscrews, includes Storz Cap with Aircraft Cable
HPHA''"t Adapters thread onto the existing nozzle.
4" STOR7. x Female
ik
Harrington, 111C.
2630 West 21 st S
Erie, PA 16506
800.553.0078
1
5" STOR7, x Female
-HPHA40-40-thd/Cap -4" special-IIPIIA50-40-thd/C:ap
-IIPIlA40-40NII/Cap -4" \H- •HPHA50-44IN"A'ap
-HPHA40-45NH/('ap -4.5" N11--I01U50-45NHICap
-Made with Forged 6061-T6 Aluminum. Hard Anodized to Mil-A-8625f. Type 3,
1)ark ( irav, and Tcswd for "High -Torque".
`FANY "SPECLU THRE.-W" SIZE 1S AV--- LABLE AND C'LT DIRECTLY
VVIT) THE FOROINO'14) PROVIDL THL I.01. ES] PROFILE AVAILABLE.
Note; 4" NH (NST) — 5.010" UD'v9 x 4 TPI, 4.5" NH (NST) — 5.760" oDN-1 x 4 TPI
"ODD" = Oub itic Diameter of the Male 1hrt ad_ "TPI" =1 hrea1s Prr Inch
HPHATM SPECIFICATION
The Perntanenl Hydrant Adapter threads onto the male nozzle and is secured
permanently to the hydrant. A Slori spanner wrench is required ['or cap reniu al.
The Storz adapter shall have a hard anodized aluminum metal face seal
and hard anodized aluminum Storz ramps and lugs. The adapters finish shall be
hardcoat anodized to Nail-A-8625. Type 3, dark bray. The adapter shall be made of
forged 6061-T6 alununum and secured to the nozzle by (2) stainless
steel set screws, inserted 180' apart. The female adapter shall contain a flat rubber
gasket which seals against the male hydrant nozzle.
The blind cap shall have hard anodized alununum Storz rampsand lugs, made
of forged 6061-T6 aluminum. The cap shall be equipped with a suction
seal. The cap shall be connected to the adapter or the hydrant Nvith a 0.125"
vinyl coated aircraft cable. The high torque cap requires a Storz spanner
wrench for removal. Once installed, the Permanent IIydrant Adapter
with cap extends less than 3" from the hydrant nozzle.
SPECIFY: HARRINGTON "HPHAft
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LEGEND
G C O CHANNELIZING DEVICES
W— FLAGGER
Typical application of traffic controldevlces on a two-lane
highway where one lane Is closad and flagging Is provided.
Sian Spacing - % Ifeatl
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Rural Roads g0/55 MPH 500
Urban Artor lals
Urban Streets y5/35 MPH 250-'
2asidentlol 8
Ou6ness Dlstrlots
GENERAL NOTES
Floodlights shall be provided to mark
flogger statlons at night as needed.
I.f entire work area Is visible from one
station, one flogger may be used.
Steady burning warning lights (TYPE C. MUTCD)
should be used to mark channellzing devices
at night as needed.
Channellzing devices are to be extended to
a point where they are visible to approaching
traffic.
Sign sequence Is the some for both
directions of travel.
W20 - 7a
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60
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LENGTH B (FEET)
155
200
250
305
360
425
495
570
1545
BUFFER DATA
TYPICAL PROTECTIVE VEHICLE WITH TMA (SEE NOTE 1)
VEHICLE TYPE
LOADED WEIGHT
4 YARD DUMP TRUCK
MINIMUM WEIGHT 15,OD0 LBS.
SERVICE TRUCK
(MAXIMUM WEIOHT SHALL BE
FIAT BED, ETC.
IN ACCORDANCE WITH MANU-
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ROLL AHEAD STOPPING DISTANCE -30 FEET MIN.
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W20.78 - OP710NALIF POSTED
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PROTECTIVE VEHICLE - RECOMMENDED
V20.1
ROAD
WORK
NOTES
1. A Protective VeNcle Is recommended regardless Ir a Truck Mounted Atlenuator
(TMA) Is available; a work vehicle may be used. When no TMA is used, the
Protective Vehicle shall be strategically located to shield workers, with no
specific Roll -Ahead distance.
2. Night work requires additional roadway lighting at flagging stations. See
WSDOT Standard Specifications for additional details.
3. Extend Channellzing Device taper across shoulder - recommended.
4. Sign sequence Is the some for both directions of travel on the roadway.
5. Channelidng Device apadng for the downstream taper option shall be 20' O.C.
R. For signs size refer to Manual on Uniform Traffic Control Devices (MUTCD)
and WSDOT Sign Fabrication Manual M55-05.
SIGN SPACING - X (1)
RURAL HIGHWAYS 60 r 55 MPH
awl
RURAL ROADS 43 155 MPH
Soo t
RURAL ROADS d URBAN ARTERIALS 35140 MPH
3W t
RURAL ROADS, URBAN ARTERIALS, 25 130 MPH
200' t (2)
RESIDENTIAL A BUSINESS DISTRICTS
URBAN STREETS 28 MPH OR LESS
1W t (2)
ALL 'SIGNS BIACK ON ORANGE UNLESS DESIGNATED OTHERWISE
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE
RAMPS, AT -GRADE INTERSECTIONS. AND DRIVEWAYS.
(2) THIS SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
FOR LOCAL AGENCY USE ONLY
NOT FOR USE ON STATE ROUTES
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LANE CLOSURE
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APPROVED FOR PU8UCATION
Ken L. Smith 02-15-07
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FLAGGER
Typical oppilcatlon of traffic controldevices on a Two-lane
highway where one lane Is closed and floOging Is provided.
SIQn Spacing - x (feet)
Fru—uy5 E%pras5way5 so/Gs MPH l000'
Rural Roods 40/55 MPH 500
Urban Ar(orlols
Urban Streets 25/35 MPH 250
Resldantlol 8
0u51ness Dletrlots
GENERAL NOTES
Floodlights shall be provided to mark
flogger stations at night as needed.
If entire work area Is visible from one
station. one flogger may be used.
Steady burning warning lights (TYPE C. MUTCD)
should be used to mark channellzing devices
at night as needed.
Chonnellzing devices ore to be extended to
a point where they are visible to approaching
traffic.
Sign sequence Is the some for both
directions of travel.
W20 - 70
/
W20
ONE LANE
1 ROAD
} AHEAD
FIT
W20 - I W21 - 4
ROAD ROAD
CONSTRUCTION DR WORK
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TRAFFIC CONTROL PLAN
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LONGITUDINAL BUFFER SPACE . B
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F60
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60
65
LENGTH B (FEET)
155
2O0
250
305
360
1425
1495
1670
1545
BUFFER DATA
TYPICAL PROTECTIVE VEHICLE WITH NIA (SEE NOTE 1)
VEHICLE TYPE
LOADED WEIGHT
4 YARD DUMP TRUCK,
MINIMUM WEIGHT 15.000 LBS.
SERVICE TRUCK,
(MAXIMUM WEIGHT SHALL BE
FIAT BED, ETC.
IN ACCORDANCE WITH MANU-
FACTURER RECOMMENDATION)
OROLLAHEAD STOPPING DISTANCE - 30 FEET MIN.
(DRY PAVEMENT ASSUMED)
0.7B - OPTIONAL IF POSTED
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LEGEND
FLAGGING STATION
p
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CHANNELIZING DEVICES
®
PROTECTIVE VEHICLE -RECOMMENDED
NOTES
1. A Protective Vehlde Is recommended regardless If a Truck Mounted Attenualor
(TMA) is available; a work vehicle may be used. Whan no TMA is used, the
Protective Vehicle shag be strategically located to shield workers, with no
specific RoMhead distance.
2. Night work requires additional roadway lighting at gagging statlons. Sea
WS00T Standard Specifications for additional detags.
3. Extend Channelicing Device taper across shoulder — recommended.
4. Sign sequence Is the some for both directions of travel on the roadway.
5. ChannelWng Device spacing for the downstream taper option shag be 20' O.C.
B. For signs size refer to Manual on Uniform Traffic Control Devices (MUTCD)
and WSDOT Sign Fabrication Manual M55-05.
SIGN SPACING ■ X (1)
RURAL HIGHWAYS BO 165 MPH
600 3
RURAL ROADS 45155 MPH
5W 3
RURAL ROADS A URBAN ARTERIALS 35 140 MPH
350 3
RURAL ROADS, URBAN ARTERIALS, 25130 MPH
RESIDENTIAL A BUSINESS DISTRICTS
2W 3 (2)
URBAN STREETS 25 MPH OR LESS
IW 3 (2)
ALL SIGNS ARE BLACK ON ORANGE UNLESS DESIGNATED OTHERWISE
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE
RAMPS, AT -GRADE INTERSECTIONS, AND DRIVEWAYS.
(2) THIS SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
FOR LOCAL AGENCY USE ONLY
NOT FOR USE ON STATE ROUTES
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EXPIRES AUGUST 9, 20074itZ
LANE CLOSURE
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