HomeMy WebLinkAboutWWP272829(10) Pivetta Brothers Construction, Inc.
P.O. Box !®
1812 Pease Avenue r
Sumner, Washington 98390 Q V
(253) 862-7890, Fax (253) 863-3568 `,� 1 va
PN NAl04
Letter of Transmittal �G\`.1vOvR�GEMS
v�
Date: 01/10/2002 Project Number: 2001-137
Attn: John Hobson Ship Via:
City of Renton USPS
Adr: 1055 Grady Way 0 Fedex
Renton,WA.98055 Airborne
0 UPS
Courier
Re: City of Renton, 80th Ave. South Sewer Extension 0 other
We are sending you: M Attached Under Separate Cover the following Items:
0 Shop Drawing 0 Prints 0 Plans
Copy of Letter 0 Change order Specifications
0 Samples 0 Change Order No.1
Copies Date No. Description
1 01/10/2002 Point Repair solution for leaking joint(130th)
1 01/10/2002 Video
These are transmitted as checked below:
For approval 0 Approved as submitted O Resubmit_copies
For your use 0 Approved as noted p Submit_copies
0 As requested Returned for correction for distribution
For review&comment 0 Return
For bids due corrected prints
Prints returned 0
Remarks
John;Enclosed please find a package of information on the CIPP point repair that we are proposing for the one joint that is leaking on the
mainline run(130th)of C900 PVC.We have had these done before and they are completely effective and provide you with a maintenance free
solution to this leak.Please review and advise if you wish me to proceed with this repair option.
Wally
Copy to:
01/10/2002 Page 1 Renton 2001137.xls
p T :,
Sediment Only Model (Part #9226)
Installation Instructions
r
r
Step 1: Remove catch basin grating Step 2: Clean dirt and debris
from grating ledge.
�F Y
y J �
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u=•.
Step 3: Insert DrainGuard Step 5: Cut the excess fabric off
Step 4: Re-install grate with a blade knife if desired.
MAINTENANCE:
The Ultra-DrainGuard filters are designed to be used for 3 to 6 months under normal conditions. Where heavy contamination
is present the unit will have a reduced life expectancy. The accumulation of sediment in the Oil & Sediment Model and
Sediment Only Model can be determined by probing with a measuring stick or with the optional PopUp Capacity Indicator
(p.'n 9236). When the unit has collected about 6 inches of sediment it is recommended that it be replaced. The unit should
also be replaced if free oil can be seen floating and is not being absorbed. The Ultra-DrainGuards should be inspected on a
regular basis.
Ultra7ech International 9454-9 Philips Highway Jacksonville, FL 32256 Phone: 800-353-1611 Fax:904-292-1325
Pivetta Brothers Construction, Inc.
P.O. Box 370
1812 Pease Avenue '
Sumner, Washington 98390
(253) 862-7890, Fax (253) 863-3568
Letter of Transmittal
Date: 06/11/2001 RECEIVED Project Number: 2001-137
Attn: John Hobson JUN 13 2001 Ship Via:
City of Renton CITY OF RENTON f� USPS
Adr: 1055 Grady Way UTILITY SYSTEMS 0 Fedex
Renton,WA.98055 Airborne
0 UPS
Courier
Re: City of Renton,80th Ave. South Sewer Extension Other
We are sending you: Attached 0 Under Separate Cover the following Items:
Shop Drawing 0 Prints 0 Plans
Copy of Letter Change order Specifications
0 Samples 0
Copies Date No. Description
6 06/11/2001 Submittal#12-C900 DR25
6 06/11/2001 Submittal#13-Harrington Strorz
6 06/11/2001 Submittal#14-M&H Fire Hydrant Style 929
These are transmitted as checked below:
For approval Approved as submitted O Resubmit_copies
M For your use Approved as noted 0 Submit_copies
p As requested 0 Returned for correction for distribution
0 For review&comment 0 p Return
0 For bids due 0 corrected prints
t� Prints returned 0
Remarks
John;
Please let me know if you need anything else.
Wally Clayton
Copy to:
06/11/2001 Page 1 Renton 2001137.xls
RECEIVED
Pivetta Bros Contruction, Inc. ,JUN 13 2001
PO Box 370
Sumner, WA 98390 CITY OF RENTON
UTILITY SYSTEMS
Shop Drawing Transmittal Form
Project: 80th Avenue Sanitary Sewer Owner: City of Renton
Shop Drawing Transmittal No.: 013
Specification Section: Attention:
Date Transmitted: 6/11/01 Date Received:
1st Transmittal: Yes Resubmittal:
Previous Transmittal Date: Previous Transmittal No.:
No.
Action
Copies Description Manufacturer Taken
6 Harrington Strorz Harrington, Inc.
Remarks:
From:
The above transmittal is returned with the action designated above in accordance with the following legend:
A - Furnished as Submitted
B - Furnished as Noted
C - Revised and Resubmit
D - Rejected
E - Engineers Review Not Required —y--�
Remarks: /1.�0 �X"PP77v,c- /A�S�.�` cA-Ser
No. of Copies
Reviewed by: � oNi./ a�3Sv,�f
Date Transmitted: 6- /1 Contractor
Engineer File
Engineer Field
Owner
Other
JUN-11-2001 14:17 425 641 e8e5 P.03i09
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Permanent HVdrant RemoveI with Connect Storz Hose
Adapter Coupling
• No more time consuming threading and tightening.
• Only 1/4 turn connects hose to hydrant.
• A must where multiple steamer thread sizes are used in your area.
• Harrington provides adapters with matching threads to fit every hydrant.
Equip your hydrants with Permanent Hydrant Adapters from Harrington.
Save time and maybe a life.They're an AWG original design.
For more information, call 1-800-553-0078.
Harringrton.Inc..
LDH System Specialists
2630 West 21 st Street, Erie, PA 16506
Phone: 1-800-553-0078 * Fax: 814-838-7339
www.harrinc.com • E-mail: into@harrinc,com
See reverse side for specifications.
JUN-11-2001 14:18 425 641 8885 P.04i09
Specifications
Harrington Storz Permanent .hydrant Adapter
F••..t r• .'Jl-
W" y
7-
i�
j
Storz Storz
Hydrant Adapters Blind Caps
t
Set screws- stainless steel, �-- Fording- 6061-T6 aluminum,
(2) at approximately 180°apart I minimum
Forging-6061-T6 aluminum, 7 Circlip-steel, galvanized
minimum
Gasket-nit7ile rubber Casting-B 413.0 aluminum,
minimum
Gasket-nitrile rubber
Cable-0.125"vinyl coated
aircraft cable, 18" minimum
length
r,
Dimensions (in inches) Dimensions (in inches)
Adapter Size A B D E L Adapter Size A B L
4 St01'x x.4;', :,„ :5 r " ; N
;1;38` 4.. 1' 3 h=:.:y 1.910'
4"Storz"z:4;5',' '6:814t '`'
5" Storz x 4" 7.710 5.835 4.005 1.240 2 0070 5" 7,710 5.835 2.025
5" Storz x 4.5" 17,710 1 5,835 1 4.535 1,180 2,040
s Finish: Hardcoat anodized to Mil-A-8625c, dark gray 0 Finish: Hardcoat anodized to Mil-A-8625c, dark gray
• Main sealing surface: Metal face seal ! Requirements: Force to connect to be a minimum
• 4" special thread connector- 6061-T6 aluminum of 16 ft./lbs., maximum of 30 ft./lbs,
extrusions, minimum
RECEIVED
Pivetta Bros Contruction, Inc. JUN 13 2001
PO Box 370
Sumner, WA 98390 CITY OFTY RENT ON
UTILYSTS
Shop Drawing Transmittal Form
Project: 80th Avenue Sanitary Sewer Owner: City of Renton
Shop Drawing Transmittal No.: 014
Specification Section: Attention:
Date Transmitted: 6/11/01 Date Received:
1st Transmittal: Yes Resubmittal:
Previous Transmittal Date: Previous Transmittal No.:
No. Action
Copies Description Manufacturer Taken
6 M&H Fire Hydrant Style 929 M&H Valve Co.
Remarks:
From:
The above transmittal is returned with the action designated above in accordance with the following legend:
A- Furnished as Submitted
B - Furnished as Noted
C - Revised and Resubmit
D - Rejected
E - Engineers Review Not Required
Remarks:_ Now /kKl
No. of Copies
Reviewed by:
Date Transmitted: 0 11 ZW) Contractor ( )
Engineer File ( )
Engineer Field ( )
Owner ( )
Other )
JUN-11-2001 14: 18 425 641 8885 P.05/09
N
Specify The M&H Style 929 r AWWA & ULFM
Approved
13eliant
For Fire Protection You Can Rely On!
For over one hundred years,the M&H name has been Three-Way Nozzle Section
synonymous with reliability in products for the waterworks incorporates two hose nozzles and a
industry, pumper to insure quick,reliable fire f
fighting capability.The brass ''
Today,the M&H Style 929 RELIANT fire hydrant offers this pumper and hose nozzles are
same reliability in providing superior fire protection service, easily maintained and replaced
The RELIANT hydrant is engineered to give life-long, with the original M&H"threaded- _
maximum perfcrmance.Its design features simplify in brass"concept.
installation and maintenance, It offers trouble-free operation
and economy,too.Its rugged construction and unique traffic -
lug design assure minima!damage on vehicle impact and A Unique Traffic Lug Design
fast,low cost repair allows the nozzle section to be
rotated a full 360 degrees during
�• t or after installation, '
/'~ ••; Quick-Opening Drain Valve assures complete drainage
of the Reliant 929 after its use. During operation a tight seal is
;..r, achieved between the drain port and main valve...assuring
full water pressure at the nozzle
400
t t:
Extension Kit—Available for extending hydrant when
grade lines are changed.Kit includes one extension section,
one length of main valve stem,one breakaway stem
coupling,one ring gasket,six non-breakaway lugs and six - -
bolts.When ordering,please specify length of extension in
multiples of 6"(such as 611, 12", 18",etc.)and size of hydrant,
Repair Kit—Contains one breakaway coupling with bolts,
six breakaway lugs and bolts,and one flange ring gasket. The"Reliant"is available with
mechanical joint,flanged and
From top to bottom,the RELIANT is one tough hydrant. push on shoes for C-900 and ■
From its tamper•resistant top works to its 41/2"or 51/4N main ductile iron pipe.Mechanical
valve opening for high-flow capacity.Plus,the RELIANT joint and push-on shoes are
meets or exceeds all requirements of the American equipped with strapping lugs. ,
Waterworks Standard C-602 for fire hydrants, All hydrant shoes are
Put simply,you can't buy a better fire hydrant than the M&H provided with large blocking
RELIANT. pads for ease of installation.
Shoes are protected against
Integral Operating Nut and Weather Shield provide corrosion with fusion bonded
complete protection of the operating mechanism from the epoxy,I,D.&0,D.
elements and the added benefits of tamper-resistant design.
JUH-11-2001 14: 18 425 641 9885 P.06f09
Hydrant Features
Designed to be the most reliable municipal firefighting
hydrant available,the"Reliant" provides the following
features and benefits:
Integral Operating Nut and Weather Shield provide tamper resistant top
works and protects the operating mechanism from the elements.Ease of
operation is assured by a nylon antifrictlon thrust bearing,A positive stop
stem nut protects the main valve stem,stem coupling and main valve from f -
potential damages occuring from excessive input torque in the open position.
2 Factory-lubricated with grease,the"Reliant"hydrant can be greased or 3
oil lubricated in the field.This important maintenance requirement of all
fire,hydrants can be performed by re-greasing,or by simply filling the oil
reservoir through the weather shield bolt.These reservoirs are dual"0"ring
sealed to provide positive prevention of lubricant leakage into the hydrant or water
leakage into the bonnet area,
3 'A unique'field-proven lug arrangement provides full 360 degree rotation
- of nozzle'section;Afso assures effective breakaway on vehicle impact and
fast,low coat repair,Additlonally'.1he stem'coupling between the upper
and lower main valve stem fractures,on a plane below the level of the standpipe
flange.This assures that a vehicle tire cannot'depress the main valve after Impact.
4The 4-1/2"or 5-.1/4"main,calve opening assures.high flow capacity.The compression type main valve opens against
water pressure and is held shut by,this pressure during repair or maintenance.Two drain valves provide quick
drainage of the hydrant standpipe following closure of the;hydrant,These drains are self-flushing with each cycle of
the main valve.A bronze-to-bronze seat retainer insures easy removal of the main'.valve should maintenance or repair be
required,This is accomplished"with either a short disassembly wrench or,when preferred,a conventional direct drive wrench
to the main valve.
Hots To Order , .. Depth of Trench:Distance from ground line to bottom of
connecting pipe."'Trench"and"Ditch"are same as
1. Model:M&H Style 929.4.1/2"or 5=y�"valve opening, "Bury". "Cover"Is distance from ground fine to top of
Traffic Model AWWA C•502 hydrant.Equipped with two connecting pipe.
2.1411 outlets and one 4.1/7"pumper outlet. 7. Color:Unless otherwise specified,final paint coat will be
2. Hose and Steamer Nozzle Threading: Fire Hydrant Red,
National Standard Specifications ,
(As adopted by National Board of Fire Underwriters) Available Accessories
Hose Nozzle:VAII Threads,31/S,l O.D.: Disassembly Wrench—Main valve can
7-1/2"threads per inch. be removed with a short,lightweight
Steamer Nozzle:.4-1/2"Threads,5-%11 O.D.: disassembly wrench.If dsired, direct
4 threads per inch. drive wrench that engages the main valve
Operating Nut:Pentagon-1.1/2"pointto flat. itself is available.
Direction of Opening:Left(counter-clockwise)
If other than NST,specify standard by name or send
male coupling from discarded section of hose,Do not
send hydrant cap.
3. Size and Type of Shoo Connection:611 Mechanical
Joint, Flanged, Push-oh,
4. Size and Shape of Operating Nut:'If other than
National Standard pentagon measuring 1.1h"Point to Style 28 Spanner Wrench—Operation and spanner
Flat,give dimension measuring point to Flat for Pentagon wrench furnished in one tool,A spanner to attach or remove
and across center from flat to flat for square and the hose coupling;a wrench to remove nozzle caps and
hexagon nuts. operate the main hydrant valve;and a wrench to fit hold-
S. Direction of Opening:Specify left(counter-clockwise) down nut when disassembling hydrant.State size and
or right(clockwise).If not specified open left will be shape of operating nut when ordering extra wrenches;
provided.
SUGGESTED SPECIFICATIONS FOR:
MH
M WVYA Fire Hydrants - U/L-F.M. Approved
K(2fy7(e_929 Rellaff.3
M&H Valve Co.
ANNISTON,ALASAMA
GENERAL Fire hydrants shall comply in all respects with iNVI(A_Standard G-502 latest revision.Fire
hydrants shall be of the compression type,with the main valve apenin against the pressure and
closing with the pressure,The main valve opening shall be(4�J6"o 51 Orr in diameter.Fire Hydrant
shall be of a dry barrel,dry top design.The main valve on the hydrants all remain closed,should
the hydrant nozzle section be broken off by a traffic accident.The nozzle section shall be Three-
Way,consisting of two(2)hose nozzles and one(1)pumper connection.
RATING Fire hydrants shall be rated at 200 psi water pressure:tested at 400 pounds hydrostatic
for structural soundness in the following manner: 400 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 barrel. Testing to be completed in
accordance with AWWA C-502, any ULFM requirements.
END Hydrants shall be connected to the main by a 6"fusion bonded,epoxy coated mechanical joint,
CONFIGURATIONS flange or push-on shoe for C-9oo or ductile iron pipe, Mechanicaljoint shoes and push-on 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 and drain valve mechanism and bottom plate.The bottom stem threads of the
main valve rod shall be fitted with an epoxy coated,cast iron bottom plate and nut,sealing lower
rod threads from the water.Drain valves shall be faced with rubber.
Changes in size or shape of the waterway shall be accompiished 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 steamer nozzles shall be threaded and screwed into the nozzle section, And then
mechanically locked to prevent turning.
Hose and steamer 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 hydrants 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 hydrantabove or near grade level,the main valve wilt remain closed.The main
valve rod shall be made In two parts and fitted with breakable feature at the ground line flange.
The ground line connection between nozzle section and the barrel shall incorporate the use of
breakable lugs.This connection shall be so designed that the nozzle section can be rotated in
any increment of3609 The ground line connection between the barrel and nozzle sections shall
have a rubber ring gasket 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.
The operating thread shall be lubricated with grease aithe factory and the hydrant shall be
equipped with an oil reservoir for convenient lubrication in the field.Access shall be provided
through the weather shield to provide lubricant to the oil reservoir.
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"0"ring sealed ail reservoir chamber.
The bonnet shall be weather proof and utilize a weathershield integral with the external wrench
operating nut.
JUN-11-2001 14: 19 425 641 9885 P.08/09
DEIGN The internal`operating nut shall be of bronze and a selfdubricWing,anti friction thrust bearing
(Cont,'nued) shall be provided to reduce operating torque.Additionally,the stern will be provided with atop ..�,,.
stop Hutto In"sure that when the hydrant is in the full open position,the stem,and the s4em
coupling are not under compression.
Hydrants shail be of the dry bafn i'6e and hydrant shoe shall have two positive acting non-
corrodible drain valves that qhdlf drain the hydrant completely by opening when the main valve is
closed,and close tightly in accordance with AWWA C•500 requirements when the 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
coneiii#of two 2"hose nozzles to the specified thread designation(NST or other,as specified)and
one pumper nozzle 4ig"in diameter to the specified thread designation(NST or other,as
specified),
1
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).
Y.
Threads on hose and steamer nozzles shall be National Standard unless otherwise specified,
Size and shape.of operating nuts and cap nuts shall conform to Nadbnal Standard unless
otherwise specified,
Bury shall be(specify depth of bury)measuring depth from grade line to bottom of trench or
connecting plpe,,;..,
Auxiliaryshut-off(Isolation)gate valves,when required,shall be of the same manufacture as the
hydrant:"• . ., , . . ,
r i
COATING The Inslde•of'eil hydrants shall,be coated in accordance.with AWWA standards except for
brongs and machlned surfaces, exterior on hydrant nozzle section shall be painted Fire Hydrant
Red (or as speclfied),.
Hydrant shoes shall have protective, thermosetting epoxy coating applied Inside and out before
assembly, Prior to application of coating, shoes shall be mechanically and chemically cleaned in
compliance with SSPC Standards SP•5 and SP-8. Average dry,film thickness of 3 mils shall be
applied on interior and exterior surfaces of hydrant shoe. Coating designation to be M&H 0601
epoxy and conform fully to AWWA C550.81. Section 9.
MARKINGS Hydrahtshalf be marked with the name of the manufacturer,size of valve opening,and the yearof
manufacture,all in accordance with AWWA C•502, "
SOURCE ., Hydrants shall be M&H Style 929"Reliant",
JUN-11-2001 14: 19 425 641 8885 P.09i09
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Pivetta Bros Contruction, Inc.
RECEIVED
PO Box 370 JUN 13 2001
Sumner, WA 98390
CITY OF RENTON
Shop Drawing Transmittal Form UTILITY SYSTEMS
Project: 80th Avenue Sanitary Sewer Owner: City of Renton
Shop Drawing Transmittal No.: 012
Specification Section: Attention:
Date Transmitted: 6/11/01 Date Received:
1st Transmittal: Yes Resubmittal:
Previous Transmittal Date: Previous Transmittal No.:
No.
Action
Copies Description Manufacturer Taken
6 C900 DR25 Pacific Western Utilities
Remarks:
From:
The above transmittal is returned with the action designated above in accordance with the following legend:
A- Furnished as Submitted
B - Furnished as Noted
C - Revised and Resubmit
D - Rejected
E - Engineers Review Not Required
Remarks:
Reviewed by:
No. of Copies
� /o,H�,t� ��,f
Date Transmitted: e.:, Contractor ( )
Engineer File ( )
Engineer Field ( )
Owner ( )
Other )
.TUN-11-2001 14: 17 425 641 8885 P.02/09
,W12pe Waterworks
Submittal and Data Sheet
Pressure Water Pipe Products:
Potable Water System_ _Pipe, Cast Iron O.D. Size
AWWA Stand - n Pipe (Gasketed) October 1991
ressure Class 11 psi DR 25
verage Approximate Minimum Approx.
Pipe size Outside Diameter Inside Diameter Wall Thickness Weight
(Inches) (inches) (inches) (Inches) (Ibs.1100'�
4 4.800 4.39 .192 193
6.900 6.31 .276 398
9.050 8.28 .362 685
10 11.100 10,15 .444 1030
12 13.200 12,07 .528 1457
Pressure Class 150 psi DR 18
Nominal Average Approximate Minimum Approx.
Pipe Size Outside Diameter Inside Diameter Wall Thickness Weight
(inches) (Inches) (inches) (inches) (lbs.1100')
4 4.800 4,23 .267 264
6 6.900 6.08 .383 543
8 9,050 7.97 .503 936
10 11.100 9.78 .617 1408
12 13.200 11.63 .733 1989
Pressure Class 200 psi DR 14
Nominal Average Approximate Minimum Approx.
Pipe Size Outside Diameter Inside Diameter Wall Thickness Weight
(inches) (Inches) (inches) (inches) (ibs'1100')
4 4.800 4.07 .343 333
6 6.900 $.85 .493 688
8 9.050 7.67 .848 1181
10 11.100 9.40 ,793 1779
12 13,200 11.18 .943 2516
AWWA Standard C905 Transmission Pipe (Gasketed)
Pressure Rated 165 psi DR 25
Pipe Average Average Minimum Approx.
Size Outside Diameter Inside Diameter Wall Thickness Weight
(Inches) (inches) (inches) (Inches) (per 100 ft)
14 15,300 14.00 .612 1950
16 17,400 15,92 .696 2522
18 19.500 17,85 .780 3212
20 21.000 19,77 .864 3942
24 25.800 - 23.61 1.032 5603
Pressure Rated 235 psi DR 18
Pipe Average Average Minimum Approx.
Size Outside Diameter Inside Diameter Wall Thickness Weight
(inches) (inches) (inches) (inches) (per 100 ft)
14 15.300 13,50 850 2684
16 17.400 15.35 .967 3447
18 19.500 17.20 1,083 4389
20 21,600 19.06 1.200 5386
Pipe Material: Pipe compound meets ASTM 01784,cell class 124548.The pipe material provides a hydrostatic design basis(HD6)of 4,000 psi.
Pipe Joints: Pipe is manufactured with thickened integral bells;bells include elastomeric gaskets.The gasket meets the requirements of ASTM F477.
Agency Listings: NSF; UL: [C900 and C905]
IAPMO(UPC);FM_ [C900 only]
(Note: FM Is not applicable on Class too(DR 25)products)
Installation Recommendations: The pipe system design engineer and Installer should refer to the following Installation guides. Uni-Bell Uni-B-3,
AWWA M23, and the PWPipe Installation Guide for PVC Water Pipe_
Hydrostatic Proof Testing: Every standard and random length of PWPipe's C900 and C905 pipe is Individually pressure tested to the requirements of AWWA.
PWPipe C9001C905 products also undergo additional in-house quality assurance testing,such as Impact resistance tests,flattening tests,quick burst tests,
and extrusion quality tests,where applicable.
PACIFIC WESTERN EXTRUDED PLASTICS COMPANY
6 ,; CITY OF RENTON
MALL Planning/Building/Public Works Department
J e Tanner,Mayor Gregg Zimmerman P.E.,Administrator
June 7, 2001
Wally Clayton
Pivetta Bros. Construction, Inc.
P.O. Box 370
Sumner, WA 98390
SUBJECT: 80th AVENUE SOUTH SANITARY SEWER EXTENSION:
MATERIAL SUBMITTAL REVIEW
Dear Wally:
The following are the comments for the material submittals for the project:
Bid Item 9 Item Description Comment
13 48" Sanitary Sewer Manhole and Steps No Exception Taken
13 Locking Manhole Frame and Cover No Exception Taken
9&11 PW Pipe: 6"& 8"PVC Sanitary Sewer Pipe No Exception Taken
9&11 GPK PVC Sewer Pipe Fittings No Exception Taken
18&22 Tyton Joint Pipe: 8" & 6"Cl. 52 D.I. Water Pipe No Exception Taken
Varies Mechanical Joint C153 D.I. Fittings No Exception Taken
21 Kennedy Valve Kenseal II Resilient Wedge No Exception Taken
Valves: non-rising stem; FLxMJ
21 Valve Boxes: Style 045 size 18"x24" No Exception Taken
19 Cerro Copper water service pipe(Type K) No Exception Taken
19 Mueller Co. Corporation Stops No Exception Taken
? MEGALUG Mechanical Joint Restraint Not Approved
These comments are in relation to the attached submittal sheets for each item. I still require submittal
sheets for the C900 PVC sanitary sewer pipe and fire hydrant assembly.
S' rely,
ohn D. Hobson, Project Manager
Wastewater Utility
Attachments
1055 South Grady Way-Renton,Washington 98055 ;
®This paper contains 50%recycled material,30%post consumer
Pacific International Pipe Enterprises, Inc.
�MANIHOLE NC. [4�V
Top Cone
Units are available in 18' or 36" heights. Eccentric or
` - 1 concentric as required,
Top Slab
t Standard unit is available 8" thick with 24' diameter
offset access opening
Precast Sections
/ N Standard units are available in 1' through 5' heights.
90• C
Joints are sealed with rubber gaskets provided by
PIPE, Inc., Steps are available on request. Lift holes
are provided in all units and MUST be grouted up
-i`• from both inside and outside to assure a watertight
structure.
-----------
_ Base Sections
i Base units are available in 2' through 5' heights.
- Type III Manhole
L— Knockouts
8' -' 2' through 5' bases and 3', 4' & 5' sections are
----------�'--"'"--'--:; available with various knockout configurations.
! Special knockouts or bnockouts are available on
request. Maximum hole size is 36'. Minimum
distance between holes is 8'.
4' ITyp.) T - —�
- ----------
1 Specifications
-I— All units are manufactured to meet the requirements
of ASTM C-478, the Department of Transportation
'• I
and APWA Standard Plan B-23a or B-23c
' 7-2 4"—►-I
Weights
18"or 3' _� 48'x 2' Base ......3,200 lbs.
I -
! `; �. • _ Additional Footage .....920 lbs. per ft.
! 48" Sections ............920 lbs. per ft.
I
48'x 8' Top Slab ...1,900 lbs.-�—
48'x 18' Cone .........1,580 lbs.'--------------------� ........
48•x 36" Cone .3,180 lbs.
1't0 S.
. I I
Type I Manhole
.
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All joints use a confined
4-1/2'
round rubber gasket
2',3',4'or 5 „ meeting ASTM C-443
�1 specifications.
TPlant
.� � . Locations
( 48 (5
1 58' 1 4601 Se. Orlh,,d 7SS N.E. Columbia 61vd. $032 0.1141 H�+r.H.W.
r.0. 6oc 71" P.O. 1- 1130S P.O. 6o. 5249
Tacoma, WA, 3a407 Portland, OR, S7211 S,J. , OR, 97304
(206) 47S-bla6 (TAC) (503) 26S-6391 ($03) 563•7350
1206) 623.7772 MAI (500) 634.0131 (WATS) (800) 432-0339 (WATS)
• I6001 922.3338 (WATS) (5031 266-06c3 IrAX) 1$03) 362.6526 (FAX)
1206) 474.7631 (FAX)
ro lene HangingLadder
Polyp pY
Created exclusively for LANE Poly Steps
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,I Conforms to :
Polypropylene ASTM D-4101
II 1/2 " Grade 60 Reinforcing Bar A-615
II 9/ 16" Cold Drawn Bar C-1018
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INMRM4TONAL
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!O19PORAT/ON
PO Box 925 • 18067 S.W. Lower Boones Ferry Road • Tualatin, OR 97062 • Phone (503) 684.0077
1 .800-666.0076 FAX (503) 684.0078
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Copolymer Polypropylene Plastic
/Z "GRADE 60 STEEL REINFORCEMENT
SECTION-A
•o a.o .•� o• ,a,e Al C2
O.• O..'.T9� A Manhole Step
• =� Q0 • °• M.A. Industries Inc.
•..
Kelley& Dividend Dr.
Peachtree City Ga.
2/2/93
M . A . INDUSTRIES , INC .
Quality Products Through Creative Research
EXPLANATORY NOTE ABOUT ASTM D4101-95b FOR
POLYPROPYLENE
IN REGARDS TO MANHOLE STEPS
Plastics are like any other material, in that there are thousands of formulations available. And, as
with concrete or metals, a correct and consistent grade of material for an application must be
used. Manhole steps are no exception.
ASTM D4101-95b does not specify particular materials. This standard enables one to qualify
and describe a material.
Copolymer Polypropylene is the best material to use in the manufacture of manhole steps. It has
the necessary corrosion resistance to survive the manhole environment. However, manhole steps
must exhibit strengths at both low and high temperatures. Pullout force, vertical load, and impact
crack resistance are extremely important design criteria. These parameters dictate that the
copolymer polypropylene be specifically formulated to have a blend of the proper hardness and
tensile strength while remaining ductile. For example, a softer, more ductile material may
increase the impact crack resistance in sever cold but would increase the risk of pullout during
hot summer temperatures. Conversely, harder(brittle)polypropylene would increase pullout and
load capabilities at the expense of cold weather impact crack resistance.
M.A. Industries, Inc. has manufactured over 25 million steel reinforced copolymer polypropy-
lene manhole steps since 1969. We were first to do so. Twenty-seven years of experience has
taught us which material is correct for this application. The copolymer polypropylene we use
conforms to ASTM D4101-95b PP0344B33534Z02. The one-half inch deformed steel reinforc-
ing rod conforms to ASTM A-615 Grade 60.
The M.A. steps are an engineered product. The copolymer polypropylene of which the M.A.
manhole steps are made is specifically formulated for this application. When correctly installed,
the M.A. steps will withstand an impact of 70 foot-pounds at 6°F., have pullout strengths above
1500 pounds and support loads in excess of 800 pounds—with less than one-half inch perma-
nent deflection (ASTM C 478-94).
P.O.Box 2322,303 Dividend Dr. Toll Free:1-800-241-8250
Peachtree City,GA 30269 Molding Sales Fax: (770)487-1482
Corporate Phone:(770)487-7761 Corporate Fax:(770)631-4679
Page 2
December 8, 1995
ASTM D4101-92b Explanatory Note
The following explains ASTM D4101-95b PP0344B33534Z02. D4101-92b is a means to classify
Propylene. See table PP. Hence, that is where the PP comes from in PP0344B3354Z02.
(1) The 0344 of PP0344B33534Z02 denotes copolymer polypropylene in table PP.
(2) The `B" indicated you go to chart B. The first number is 3
(PP0344B33534Z02) which is for tensile strength (as per ASTM D638) in MA
(Meg Pascal), the 3 indicates column 3 which shows a minimum value of 500
MA or 2174 PSI.
(3) The second 3 (PP0344B33534Z02) is for modulus of elasticity as per ASTM
D790.Again, this tells us to go to column 3 which shows a minimum value of
500 MA or 72,490 PSI.
(4) The third number is 5 (PP0344B33534Z02). This column is for Izod impact
strength as per ASTM D256. This is performed on a test specimen hit by a pen-
dulum and the resulting torque is recorded. In our case it is a minimum of 200
Joules per meter or 5.5 ft lbs./inch.
(5) The fourth number is 3 (PP0344B33534Z02). This is for deflection temperature
at which a test specimen will deflect 5% when subjected to a 455kPa load or 66
PSI as per ASTM D648. Our value is 70, which is 70°C.
(6) The fifth number is 4 (PP0344B33534Z02) which is flow rate of the material in
grams per 10 minutes. Again, this is on a particular test specimen at 230'C.
while being subjected to a 2.16 kilogram weight as per ASTM D1238.
(7) The last three alphanumeric characters of PP0344B33534Z02 are for special
coloring. The coloring we use contains a minimum of.75% carbon black.
Plastics are organic. Plastics exposed to sunlight need protection. Carbon Black
absorbs the free radicals created from the attack and stops a chain reaction of
molecular breakdown.
The complete identification of the polypropylene such as ASTM D4104-95b PP0344B33534Z02
is necessary. Structures are built with specific and consistent materials. Manhole steps should
meet the same considerations by using only correct and consistent materials which are identified.
P.O. Box 2322,303 Dividend Dr. Toll Free:1-800-241-8250
Peachtree City,GA 30269 Molding Sales Fax: (770)487-1482
Corporate Phone:(770)487-7761 Corporate Fax:(770)631-4679
Page 3
December 8, 1995
ASTM D41O1-92b Explanatory Note
A statement claiming that the materials used are in conformance with ASTM D4101 (or con-
forming to an ASTM D41O1 standard) is only saying that it is propylene. It does not specify if
it is a homopolymer of copolymer. No specifics are given. Correct use of D4101 requires clas-
sification such as PP0344B33534Z02. There are hundreds of polypropylenes, many area not
suited to be manhole step material. Manhole steps whose contents are not properly identified
should not be used.
A manhole step directly supports human life. This fact demands that any manhole step which is
specified and used should only be made of materials and manufacturing procedures which insure
superior quality and consistency. You can obtain that by specifying the following:
I
(1) Manhole steps shall conform to ASTM C-478-94 and shall be steel reinforced
copolymer polypropylene with the materials conforming to the following:
(a) the deformed steel reinforcing bar shall be 1/2 inch conforming to
ASTM A-615 Grade 60.
i
(b) the copolymer polypropylene shall conform to ASTM D4101-92b
PP0344B33534Z02.
I
We urge you to review and update your specifications to require the best product that the market
has to offer.
I
i
P.O. Box 2322,303 Dividend Dr. Toll Free: 1-800-241-8250
Peachtree City,GA 30269 Molding Sales Fax:(770)487-1482
Corporate Phone:(770)487-7761 Corporate Fax: (770)631-4679
1/2" x 3" x 3/8"
CLEATED SURFACE DRILL AND TAP
5/8" - 11 - NL
SS SOCKET HD.
CAP SCR. 3 PL.
1" DIA.
120 DEGREES
LIFT HOLE
• o
TOP VIEW
LETTERING
BOTTOM AS SPECIFIED
VIEW
1" THICK RIB O
5 PL. EQ. SP. 71
27"
25 5/8"
25 3/8"
Y.
3/4„ 1 3/8 6"
1"
24"
34"
REF# OF190
NOTES: ATERIAL: CAST IRON, ASTM A-48, CL 30 O LYM P I C FOUNDRY, INC.
24" x 6" U.R.S. LOCKING
MANHOLE FRAME AND COVER
APPROX. WEIGHT: FRAME - 240 LBS.,COVER - 160 LBS. RATING - H2O PART N0. MH36D/T
PWJPjpe
Sewer and Drain Products:
Submittal and Data Sheet
a
Solid Wall Sewer Pipe, SDR35
( ) December 1994
ASTM D3034
Nominal Average Base Minimum Approx Wt. Approx. Wt.
Pipe Outside Inside Wall 20' Pieces 13' Pieces
Size in Diameter((in) Diameter m) Thickness in (lbs/100') Ibs/100'
4.215 3.890 .120 105 107
of 6.275 5.742 .180 234 239
8.400 7.665 .240 418 427
10500 9.563 .300 664 677
12.500 11.361 .360 933 952
15 15.300 13.898 .437 1387 1415
ASTM F679
Nominal Average Base Minimum Approx. Wt. Approx. Wt.
Pipe Outside Inside Wall 20' Pieces 13' Pieces
Size(in) Diameter(in) Diameter(in) Thickness(in) (lbs/100') (lbs/100')
18 18.701 16.976 .536 2080 2120
21 22.047 20.004 .632 2890 2948
24 24.803 22.480 .711 3658 3730
Notes: All sizes are available with integral gasketed bells;4" is also available with integral solvent-weld bells.
Pipe Material: Pipe compound meets ASTM D1784, cell class 12454B or 12364B. Gaskets meet ASTM F477.
Pipe Design: Pipe meets ASTM D3034 for diameters 4"-15"or ASTM F679 for diameters 18"-24".All pipe has an SDR of 35 and a pipe stiffness
of 46 psi or greater when tested in accordance with ASTM D2412. All gasketed pipe joints meet ASTM D3212.
Agency Listings: IAPMO(UPC'&): Sizes 4"-15"
Installation: PWPipe sewer pipe should be installed according to the PWPipe Installation Guide for PVC Sewer Pipe. Installation instructions
are also found on labels that are included on the pipe.
Testing: PWPipe subjects its sewer pipe to several ASTM tests, including dimensional compliance, impact resistance, flattening,stiffness, and
joint integrity.
Drainage Products
ASTM D2729 Drainline Pipe (available perforated or solid-wall)
Nominal Average Approx. Minimum Approx.
Pipe Outside Inside Wall Weight
Size(in) Diameter(in) Diameter(in) Thickness(in) (lbs/100')
3 3.250 3.10 .070 46
4 4.215 4.05 .075 64
6 6.275 6.06 .100 128
SDR 35 Underdrain Perforated Pipe (for solid-wall, see PWPipe ASTM D3034 sewer pipe)
Nominal Average Approx. Minimum Approx.
Pipe Outside Inside Wall Weight
Size(in) Diameter (in) Diameter(in) Thickness(in) (Ibs/100')
4 4.215 3.89 .120 103
Notes: 1. All pipe is sold in 10 foot lengths; 3" D2729 solid wall and SDR 35 perforated pipe are also sold in 20 foot lengths.
2. All pipe has integral-bell solvent-weld joints.
Pipe Material: Pipe compound meets ASTM D1784, cell class 12454E or 12364B.
Pipe Design: Drainline Pipe: Solid wall and 4"perforated wall meet ASTM D2729.3"and 6"perforated meet ASTM D2729 prior to perforation.
Underdrain Pipe: Pipe meets ASTM D3034 prior to perforation.
Perforation Pattern: All pipe perforations follow the ASTM D2729 perforation specification of two rows of Yz"diameter holes
with hole spacing of 5" center-to-center. The rows of holes are 1200 apart.
Agency Listings: Drainline Pipe: Solid wall pipe and 4" perforated wail pipe have IAPMO(UPCO) listing.
Underdrain Pipe: Pipe is listed by IAPMO (UPC'&) prior to perforation.
Installation: PWPipe Drainline and Underdrain pipe should be installed according to the PWPipe Installation Guide for PVC Sewer Pipe.The
pipe should be installed with the print line facing upwards to properly locate the perforations.
Testing: PWPipe subjects its Drainline and Underdrain pipe to several ASTM tests,including dimensional compliance,impact resistance,flatten-
ing, and stiffness.
PACIFIC WESTERN EXTRUDED PLASTICS COMPANY
P.O. Box 10049, Eugene, Oregon 97440
(541) 343-0200 FAX (541) 686-9247
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 8'diameter. Fabricated fittings are produced in sizes 4'through 27' diameter.
Material: Fabricated fittings are manufactured from PVC pipe and molded components meeting all
the requirements of either ASTM D 3034, F 1336 and 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-B, 12454-C or 12364-C as defined In ASTM D 1784.
Injection molded fittings are made from PVC material with a minimum cell classification of
12454-B, 12454-C or 13343-C as defined In ASTM D 1784.
Extrusion Quality: Extruded components are tested In accordance with and meet all requirements
of ASTM D 2152 for properly fused PVC.
Impact Resistance: Extruded components 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'-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 anc(a Flat Plate Holder B. The strength shall equal or exceed the values shown
below:
4' 50 Ft-Lbs 6'- 8' 75 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 0 10.8 psi + 10 minutes deflected 0 10.8 psi.
''Vccuum: 10 minutes ® 22' Hg + 10 minutes deflected ® 22' Hg.
Branch'Sending:The chemically fused areas around the branches of tee, Wye and tee-Wye fittings
are tested to ASTM F 1336 to verify their strength and integrity.
Riser Load:' Tee and tee-wye fittings shall withstand a riser load of at least (100*TY*OD) pounds. No
cracking or splitting shall occur.
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.
2 296
(TYTON JOINT® Pipe
TYTON JOINT'is U.S.Pipe's trademark for pipe with a push-on type
connection. Simplicity,sturdiness and water-tightness of the system were
brought about,not by chance but by design.Taking advantage of a
background of 100 years experience with pipe and pipe connecting systems,
U.S.Pipe made a thorough study of existing joining systems and requirements
of pipe users.The results of this study showed the need for a simple,
economical and reliable method of assembling pipe.With the objective of
developing such a system,a number of new designs were devised. Several of
the most promising were tested and the assembly which possessed the most
outstandingly desirable characteristics became TYTON JOINT Pipe.
After selection of the system,TYTON JOINT Pipe were subjected to further
rigid tests designed to simulate extreme installation and service conditions
which might be encountered in the field.It was only after these tests proved
completely satisfactory and were confirmed by field installations that the
decision was made to market TYTON JOINT Pipe in 1955.Convincing proof of
its wide acceptance is shown by the fact that more than 95%of the pipe now
sold by this company is MON JOINT Pipe.
The TYTON®Gaskets circular rubber gasket which has a modified bulb
shape in cross section—is the only accessory.Composition and dimensions of
the gasket have been carefully engineered to ensure a water-tight and lasting
seal.Gaskets of special elastomers may be ordered for special applications.
The gasket contour and bell socket contour ensure that the gasket will
remain seated during proper assembly of the pipe.
The plain end of the pipe is furnished beveled to ease assembly. Because
MON JOINT Pipe assembles so easily,those not experienced with it may get
the impression that the system is not water-tight. But years of successful
experience prove it to be water-tight regardless of ease of assembly.
Hydrostatic tests have shown that the system will withstand pressures far in
excess of rated pressures.
Ductile Iron TYTON JOINT Pipe are centrifugally cast in metal molds in
When TYTON JOINT Pipe are used for bridge crossings or other accordance with ANSI/AWWA C151/A2151
above ground installations,each length of pipe must be supported TYTON Gaskets are furnished in accordance with ANSI/AWWA
in a manner to restrict both vertical and horizontal movement.
C 111/A2111 "Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings."
Asphaltic outside coating and inside lining and coating are in accordance
with ANSI/AWWA C151/A2151 °Ductile-Iron Pipe, Centrifugally Cast for
Note:
If specifiers and users believe that corrosive soils will be Water" for pipe and ANSI/AWWA C110/A21.10 'Ductile-Iron and Gray-Iron,
encountered where our products are to be installed,please refer to ANSI/AWWA C705/A21.5'Polyethylene Encasement IcrDucele Fittings, 3 In. Through 48 In.,For Water and Other Liquids." Cement lining,in
Iron Pipe Systems',for proper external protection procedures. accordance with ANSI/AW WA C 104/A214 "Cement-Mortar Lining for Ductile-
Iron Pipe and Fittings for Water"or special linings and/or coatings can be fur-
nished for specific conditions.
Sizes 4"through 42"are furnished in nominal 18-foot laying lengths. 48"
U.S.Pipe qualifies for Federal Procurement under Public Law No.
94-580,Section 6002,known as the Resource Recovery Act of through 64"are furnished i]120-foot laying lengths.
1976,since,due to modern technology,recycled iron and steel As specified in ANSI/AWWA C151/A2151,pipe weights have been
scrap is used to a large degree in our Ductile Iron Pipe production. calculated using standard barrel weights and weights of bells being
produced.
When joint restraint is required for push-on joint pipe,two options are
available from U.S.Pipe. For joint restraint of 4"through 24,
FIELD LOK'Gaskets may be used. FIELD LOK Gaskets are rated for 350 psi
in sizes 4"through 12"and 250 psi in sizes 14"through 24".In addition,for 4"
through 64"sizes,TR FLEX®Pipe and Fittings may be used.TR FLEX Pipe
and Fittings are rated for working pressures of 350 psi in 4"through 24"sizes,
250 psi in sizes 36"through 48"and 150 psi in sizes 54"through 64".For high-
rorr®,TYTON JOINT®,TR FLEx®,and FIELD LOKI' er pressure applications see your U.S.Pipe representative.Product brochures
are registered trademarks of U.S.Pipe and Foundry Company. on both FIELD LOK Gaskets and TR FLEX Pipe and Fittings are available
from your U.S.Pipe representative.
TP 1
Thicknesses, Dimensions and Weights
of Ductile Iron TYTON JOINT° Pipe
Thicknesses and dimensions of 4" through 64" Ductile Iron pipe conform to ANSI/AWWA C151/A21.51.
Weights may vary from the standard because of differences in bell weights.
18-Foot
Laying Length
Size Thickness Outside sleigh*_Per Avg. lei ht
Inches Class . Thickness Diameter' Lengtht Per Footff
Inches Pounds
4 51 0.26 4.80 215 11.9
0.29 4.80 235 13.1
4 3 0.32 4.80 260 14.4
4 54 0.35 4.80 280 15.6
4 55 0.38 4.80 300 16.7
4 56 0.41 4.80 320 17.8
6 50 0.25 6.90 305 16.9
0.28 6.90 335 18.6
6 52 0.31 6.90 370 20.6
0.34 6.90 400 22.2
6 54 0.37 6.90 435 24.2
6 55 0.40 6.90 465 25.8
6 56 0.43 6.90 495 27.5
8 50 0.27 9.05 430 23.9
8 51 0.30 9.05 475 26.4
OUR
8 -5-23 0.33 9.05 520 28.9
8 53 0.36 9.05 560 31.1
8 54 0.39 9.05 605 33.6
8 55 0.42 9.05 650 36.1
8 56 0.45 9.05 690 38.3
10 50 0.29 11.10 570 31.7
10 51 0.32 11.10 625 34.7
10 52 0.35 11.10 680 37.8
10 53 0.38 11.10 730 40.6
10 54 0.41 11.10 785 43.6
10 55 0.44 11.10 840 46.7
10 56 0.47 11.10 890 49.4
12 50 0.31 13.20 725 40.3
12 51 0.34 13.20 790 43.9
12 52 0.37 13.20 855 47.5
12 53 0.40 13.20 920 51.1
12 54 0.43 13.20 985 1 54.7
12 55 0.461 13.20 1045 58.1
12 56 0.49 1 13.20 1110 61.7
Tolerance of O.D.of spigot end:4-12 in.,±0.06 in.; 14-24 in.,+0.05 in.,-0.08 in.;
30-48 in.,+0.08 in.,-0.06 in.;54-64 in.,+0.04 in.,-0.10 in.
t Including bell; calculated weight of pipe rounded off to nearest 5 lbs.
tt Including bell; average weight,per foot,based on calculated weight of pipe before rounding.
TP 9
MECHANICAL JOINT C 153 DUCTILE IRON
Tyler/Union COMP CT FITTINGS
-)
Sizes 3" thru 12" UL Liste For Fire Main Equipment
• M L
SAMPLE SPECIFICATIONS
3" THRU 24" MECHANICAL JOINT DUCTILE z
IRON FITTINGS shall be produced in the r
USA in accordance with all applicable terms 7^ 2e�
and provisions of ANSI/AWWA C153/ s
A21.53 and ANSI/AWWA C11 1/A21.1 1. i
NOTE: Fittings are cement ine an sea
coated in accordance with ANSI/AWWA 0.12 °' s�
D75 in.
C104/A21.4 a so av" a e ou e cement o.3i;n.
ine or are. See list price sheet for details. e
K2 J D C F A K'
JOINT DIMENSIONS IN INCHES BOLTS
Size A Dia. B C Dia. D Dia. F Dia. J Dia. K' Dia. K2 Dia. L M S T X Dia. Size No.
3 3.96 2.50 4.84 4.94 4.06 6.19 7.62 7.69 .58 .62 .39 .33 3/4 51sx3 4
4 4.80 2.50 5.92 6.02 4.90 7.50 9.06 9.12 .60 .75 .39 .34 Vs 3/4x3'/2 4
6 6.90 2.50 8.02 8.12 7.00 9.50 11.06 11.12 .63 .88 .43 .36 7/a 3/4x3'/2 6
8 9.05 2.50 10.17 10.27 9.15 11.75 12.31 13.37 .66 1.00 .45 .38 7/8 3/4x3'/2 6
10 11.10 2.50 12.22 12.34 11.20 14.00 15.62 15.62 .70 1 .00 .47 .40 7A 3/4x3'/2 8
12 13.20 2.50 14.32 14.44 13.30 16.25 17.88 17.88 .73 1.00 .49 .42 1/8 '/A�x3'/2 8
14 15.30 3.50 16.40 16.54 15.44 18.75 20.31 20.25 .79 1.25 .56 .47 7/8 3/4x4 10
16 17.40 3.50 18.50 18.64 17.54 21.00 22.56 22.50 .85 1.31 .57 .50 7/3 3/4x4 12
18 19.50 3.50 20.60 20.74 19.64 23.25 24.83 24.75 1.00 1.38 .68 .54 7A 3/4x4 12
20 21.60 3.50 22.70 22.84 21.74 25.50 27.08 27.08 1.02 1.44 .69 .57 7/8 3/4x4 14
24 25.80 3.50 26.90 27.04 25.94 30.00 31.58 31.50 1.02 1.56 .75 .61 1/e 3/4x4'/2 16
BENDS
T j j
A '1\�
T I P `
Ir-A�i T� T�P� T 1 .4
A I I I 1-A
f-A� hA�
900 Bends (1/4) 45' Bends (1/8) 221/2' Bends (1/16) 1 i'/40 (1/32)
Dimensions Dimensions Dimensions Dimensions
Size T A R Weight A R Weight A R Weight A R Weight
3 .34 4.5 4.0 20 2.00 3.62 16 1.50 4.98 15 1.25 7.62 15
4 .35 5.0 4.5 26 2.49 4.81 22 1.82 6.66 21 1.55 10.70 20
6 .37 6.5 6.0 48 3.50 7.25 40 2.59 10.50 37 1.81 13.26 33
8 .39 7.5 7.0 68 4.00 8.44 59 2.85 11.80 51 2.06 15.80 48
10 .41 9.5 9.0 136 5.01 10.88 86 3.35 14.35 67 2.32 18.36 61
12 .43 10.5 10.0 141 5.98 13.25 109 3.86 16.90 90 2.56 20.90 79
14 .51 12.0 11.5 220 5.50 12.06' 164 3.93 17.25 148 2.59 21.25 133
16 .52 13.0 12.5 264 5.98 13.25 202 3.98 17.50 179 2.62 21.50 159
18 .59 15.5 14.0 410 7.50 14.50 325 7.50.. 30.19 292 7.50 60.94 320
20 .60 17.0 15.5 505 8.00 16.88 368 8.50 35.19 364 8.50 71.07 346 I�
24 .62 20.0 18.5 695 9.00 18.12 481 9.00 37.69 481 9.00 76.12 457
Tyler Pipe/Utilities Division • P.O.Box 2027 •Tyler,Texas 75710• (903)882-551.1
2 Union Foundry Company• P.O.Box 309 •Anniston,Alabama 36202• (205)236-7601 5-24-99
t
KENNEDY VALVE KENSEAL 11
RESILIENT
WEDGE VALVES
KENNEDY VALVE
KENNEDY VALVE AWWA Resilient Wedge Gate Valves
Meet or Exceed the Requirements of
AWWA Standard C509
UL-262/FM-1120/1130
ULC-Underwriters' of Canada
Water Working Seat Hydrostatic Shell
Size Range Pressure psi Test psi Test psi
AWWA 250 Water Works 250 & 400 500
2"-24"
ULFM 200 Fire Protection 250 & 400 500
4"-12"
Available in eithe non-rising stem r outside screw& yoke.
Figure No.
Figure No. with
Available End Connections & Size Range (STD) Post Plate
Fig. End(NRS) 2" -24" 4561 4701 (3" - 12")
.J. 2"-24" (except 2 1/2") 4571 4071 (3" - 12")
Fig. ".J. 3"-24" 457 4072 (3"- 12")
Push-on for PVC (SDR) 2"-8" 4597 4597P (3"- 8")
Fig. End(OS&Y) 2 1/2"-24" 4068 N/A
M.J.for Tapping 4"- 24" 4950 4950P
Push-on for D.I. &C900 PVC 4"-12" - 16" 4901 4901 P
M.J. Cutting-in 4"- 12" 4576 (Consult K.V.)
Push-on D.I. X Fig. 4"- 12" 4902 4902P
Threaded 2"-3" 4057 4057P (3" only)
Push-on for Tapping 4"-8" 4954 —
Accessories
Indicator Posts Handwheels
"T"Handles Extension Stems
Stem Guides Floor Boxes
2"Sq. Operating Nuts Chain Wheels
Floorstands (non-rising stern)
NOTE: 14"size and larger are not UL Listed/FM Approved
2"size not UL Listed
NOTE:ALL RSGV's 18"AND LARGER WILL BE FURNISHED WITH EITHER SPUR
GEARS OR BEVEL GEARS ONLY.
C-3
RESILIENT SET GATE VALVE
N.R.S. ASSEMBLY
KENSEALII
R-1 KENNEDY VALVE
R-2
R-3 R-3
R-5
R-6
R-16��— R-7
R-4
R-11 R-8
R-10 R-9
R-14
R-12 R-10
R-13
R-15
0 0
0
DE T. NAME OF PART MATERIAL ASTM SPEC,.
R-1 Hex Head Bolt Zinc Plated Steel ASTM A307
R-2 Flat Washer Zinc Plated Steel ASTM A307
R-3 Operating Nut Cast Iron ASTM A126 Class B
Handwheel Cast Iron ASTM A126 Class B
R-4 Hex Bolt& Nut Zinc Plated Steel ASTM A307/A563
2"thru 8" Cast Iron ASTM Al26 Class B
R-5 Stuffing Box
10" and 12" Ductile Iron ASTM A536 Gr.65-45-10
R-6 O-Ring (Stem) Buna- N --------------------
R-7 O-Ring (Stuffing Box) Buna- N --------------------
R-8 Thrust Washer Delrin --------------------
R-9 Stem (AWWA Grade C) Manganese Bronze ASTM B584 CDA 867
R-10 Hex Head Cover Bolts & Nuts Zinc Plated Steel ASTM A307/A563
R-11 Cover Cast Iron ASTM A126 Class B
R-12 Stem Nut (AWWA Grade A) Bronze (Low Zinc) ASTM B584 CDA 844
R-13 Wedge Disc C.I. SBR Coated ASTM A126 Class B
R-14 O-Ring (Cover) Buna - N --------------------
R-15 Body (All Types) Cast Iron ASTM A126 Class B
R-16 Plate Cast Iron ASTM A126 Class B
C-4 Kennedy Valve/Kenseal 11
LI TEO F-12" KENSEAL II R/W VALVE
ULC FLANGE X SMJ
® 888N APPROVED GENERAL DIMENSION
f A.W.W.A. Standard C509 KENNEDY VALVE
�4572 Standard
4702 with Post Plate
Optional
Handwheel
K 2" Sq.
Optional I
Post Plate
1
G
1
D
- E — -� —
No. & Size I 125 lb.
of bolts std. drilling
C H-Flanged Ends 13-16.1 Flanged End
F J-SMJ End A-21.11 SMJ End
B
A low
VALVE
SIZE A B C D E F G H J K Weight*
3 8 1/4 4 1/4 2.50 7 3/4 7 1/2 3/4 12 3/8 4 5/8 4 5/8 10 61
4 9 1/4 4 3/4 2.50 9 1/8 9 15/16 14 3/4 8 5/8 4 3/4 10 65
6 10 1/4 5 2.50 11 1/8 11 1 19 8 3/4 6 3/4 12 137
8 11 5 1/4 2.50 13 3/4 13 1/2 1 1/8 22 112 8 3/4 6 3/4 14 203
10 12 112 6 2.50 15 3/4 16 1 3/16 26 1/2 127/8 8 3/4 18 320
12 13 112 6 1/2 2.62 18 19 1 1/4 30 127/8 8 3/4 18 485
"Add 16#for Indicator Post Plate
Kennedy Valve/Kenseal H C-11
RECOMMENDED SPECIFICATIONS
FOR RESILIENT
WEDGE GATE VALVES.
KENNEDY VALVE
The valve shall conform to the latest revision of A.W.W.A. Resilient Seated
Gate Valve Standard C-509 and be UL listed, FM approved.
All internal parts shall be accessible without removing the body from the line.
The wedge shall be cast iron, completely encapsulated with resilient material.
The resilient sealing material shall be permanently bonded to the cast iron
wedge with a rubber tearing bond to meet ASTM D429.
NRS stems shall be cast bronze with integral collars in compliance with
A.W.W.A.OS&Y stems shall be bronze.The NRS stuffing box shall have two
O-Ring seals above the thrust collar.These rings shall be field replaceable
without removing the valve from service.
There shall be low friction thrust bearings above and below the stem collar.
The stem nut shall be independent of the wedge and of solid bronze.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.
The body and bonnet shall be coated both interior and exterior with a fusion
bonded heat cured thermo setting meeting all the application and performance
requirements of A.W.W.A.C-550.
The gasket seal between two surfaces shall employ the use of composition
ring type gaskets retained to prevent the possibility of blow out.
Each valve shall be hydrostatically tested to the requirements of both A.W.W.A.
and UL/FM.
Kennedy Valve/Kenseal II C-33
H. D. FOWLER COMPANY
VALVE BOXES POST S. E. STREET
POST OFFICE BOX 160
BELLEVUE, WASH. 98009
COVER PHONE (206) 746-8400
• GROUND SURFACE
i
TOP
SECTION
S ecifications-
VALVE BOX metal: a er a conform to the following specifications:ASTM A48-76;WWP 401;
EXTENDED and CS-188.The typical chemical analysis is:carbon 3.4— 3.6%;Silicone 1.6 —
BURY LENGTH 2.1%;manganese.4—.8%;sulfur.15% max;and phosphorus.25% max.Tensile
(TOP OF PIPE) strengths average 30,000 P.S.I.However,alloys can be added when special strengths
are specified.
Coating:Unless specified,all castings are coated with a standard outside coating
TRENCH DEPTH for general use,a G.P.D.asphalt varnish or similar bituminous material that is a rust
protective coating.Coatings are applied with a minimum mil thickness and are con-
:71- BASE tinuous,smooth,and without a tendency to scale or become brittle.
i -
BOTTOM OF BOX
TO
BOTTOM OF TRENCH
, 7777: .
•
SPECIAL DESIGN BOXES
Special designs produced for specific applications.
Drawing specifications or sample product re-
quired.for quotes.
woo>pN ; s��_I�. ®y 9 ,1
S1Gy ( 00
045
A B* C*
SLIP TYPE WITH TOP FLANGE
'LUG'TYPE COVER
Overall lengths 8',14',18' LY WILL ACCEPT 925.1 LOCKING COVER
"INSIDE DIAMETER
S A B
SLIP TYPE WITH LOWER FLANGE
Overall lengths 8'.18' -
jot
5.718-INSI
1 i
Product Temper Lengths XI
Specifications
Hard ( 10 ft. straight
Copper Water Tube, 1 20 ft straight Federal— -1'-799
20 ft. strai ht ASTM—B-88
Type K Soft Underwriters'
(heavy wall) 60 ft. coi s a thru 1 '/z") Approved '/4" thru 2"
100 ft. coils ('/a" thru 1 '/4")
10 ft. straight
Copper Water Tube, Hard 20 ft straight Federal—WW-T-799
20 ft. straight ASTM—B-88
Type L 30 ft. coils (%" thru 1 Y�") U.L. Approved Fire
Type ACR (hard only) 40 ft. coils (2") Service Systems
(medium wall) Soft 60 ft. coils (%4" thru 1 %z") '/z"-8" incl.
100 ft. coils (%" thru 1 '/4"}
Copper Water Tube, 10 ft. straight Federal—WW-T-799
Type M Hard 20 ft. straight ASTM-13-88
(light wall)
Copper Drainage Tube Hard .10 ft. straight ASTM—B-306
20 ft. straight
Copper Pipe 12 ft. straight . Navy-44P2
Hard 20 ft. strai ht Federal—WW-P-377
(regular or extra heavy) g ASTM—B-42
Copper Threadless Pipe Hard 20 ft. straight ASTM-B-302
Federal—WW-P-377
Copper Refrigeration Tube Soft 50 ft. coils ASTM-13-280
100 ft. coils Federal—WW-T-775
Special Dimensional Tube As Specified As Specified ASTM—B-68
ASTM-B-75
iERRO
Number One in Copper Tube
RO.Box 66800•St.Louis,MO 63166-6800
Toll Free:888-237-7511 •618-874-8602
Fax:618-337-6958- www.cerrocu.com
Era
EBEL Amemberof The Marnim Group ofcompanies
(Mueller Co.I UUMIJUKA I IVIV *:) I UrO HIVU VHLVCJ
= n w Grinnell'mconAvrr
7.90
The MUELLER ORI-CORP® Corporation Valve is The integral plug and key head construction provides
easy turning, 0-ring sealed, balanced pressure, maximum strength and positive operation. The large
y,ug type valve having a round, full open unob- operating head provides more than adequate wrench
structed flow way. These valves also feature a heavy gripping area for easy operation.
one-piece bronze body with integral wrench flats.
MUELLER ORI-CORP Corporation Valve
❑ TOP SEALING O-RING--- ❑ LARGE OPERATING
seals valve from exterior HEAD---provides more
leakage and adds to easy turn- than adequate wrench ❑ INTEGRAL ONE-PIECE PLUG
ing qualities. gripping area. AND OPERATING HEAD---
provides strength and assures posi-
tive operation. Quarter turn in
❑ INTEGRAL either direction activates valve.
WRENCH An integrally cast flange at the top
FLATS---on of the plug functions as a dirt seal
inlet and outlet R to protect the top O-ring.
of body provide
z
generous wrench
gripping area.
❑
FULL FLO W---round way plug
' opening provides
❑ INLET---is avail- straight through
able with either , passage with no
AWWA taper ,; F obstruction.
(MUELLER
"CC")thread or
h r ❑ INTEGRAL OUT-
AWWA iron
thread. LET---is available
pipe t " + with either
MUELLER 110@
❑ STRONG,ONEk Conductive Com-
PIECE BODY--- �-~ pression Connec-
has no cavities tion, outside iron
that could allow pipe thread or in-
debris to collect side iron pipe
and cause dam- ❑ BRONZE RETAINING thread
age to the plug. RING---secures plug in
body and also functions as ❑ BOTTOM SEALING ❑ OUTLET PORT
a dirt seal to protect bot- O-RING---seals valve SEALING O-RING---
tom 0-ring. Since this from leakage and adds to is totally confined in a
valve is a balanced pres- easy turning qualities. machined groove to
sure type,there is no force provide positive leak-
tending to eject the plug tight shutoff.
or load the retaining
mechanism.
I n
��1.1 muellor Co. t�V l-i I�V I�H I I V iV J I U r O A N U V H L V r v v l
7-90 MALE I.P. THREAD OUTLET
Ground Key Corporation Stop Ground Key Corporetop
Inlet: AWWA taper Inlet: AWWA ad
x; (MUELLER "CC") thread Out
M.I. ad
„ . Outlet: M.I.P. thread
H-9996 H-10013
/4, I-1/2"$ , 1 1/2"T 5/8"* 4" 1" 1.1/4„T 2„
10/Cur 10/Ctn 7/Ctn 3/Cm 25/Ctn 10/Ctn 10/Ctn ]0/Ctn 6/Ctn Ctn
_ MUELLER ORI-CORP® MUELLER ORI-CORP
Corporation Stop Corporation Stop
" Inlet: AWWA ad
Inlet: AWWA taper u
. ` UELLER "C ead tlet: M. ad
:yL M.I. ad
ORI-CORP® Valve ORI-CORD® Valve
H-996 H-996
1-1/2"
5 5/Ctn 5/ 4/Ctn
Ground Key Corporat'
Inlet: Standard I. -
Outlet: M.I.
H-10012
1/2„ 1wilm,
20/Cut to 8/Ctn 7/Ctn
NOTE:Sizes shown above represent nominal size of inlet and outlet connections MUELLER® Corporation Stops and Valves are manufactured and
?Requires minimum ordering quantity.Contact MUELLER Customer Service tested in accordance with ANSI/AWWA C800
Center for minimum order requirements and availability.
3/4"outlet thread.
*"For use with Service Saddle only---cannot be machine inserted.
• • • • •
Series 1100 MEGALUG° Mechanical Loint Restraint
SAMPLE SPECIFICATIONS
♦Solid restraint harness available for
RESTRAINT INCORPORATED INTO ♦Capable of full mechanical joint PROOF TESTED push-on pipe bells
THE DESIGN OF THE FOLLOWER deflection during assembly ♦3 inch through 16 inch pressure rated ♦Split restraint harness available for
GLAND ♦Capable of joint deflection after at 350 psi,18 inch through 48 inch rated e3dsting push-on pipe bells
♦Gland body and restraint assembly at 250 psi
components made from minimum ♦Minimum safety factor of 2 to 1 MUST BE SERIES 1100,MEGALUG°
ASTM A536,60-42-10 ductile iron ♦Listed by Underwriters Laboratories AS PRODUCED BY EBAA IRON,
♦Available 3 inch through 48 inch MULTIPLE,WEDGE STYLE 3"through the 24"inch size INC.OR APPROVED EQUAL.
♦Conventional installation procedures RESTRAINT MECHANISM ♦Approved by Factory Mutual up ♦All components cast and assembled
per ♦Proper actuation ensured with through the twelve inch size in the United States by same company
AW WA C-600 torque limiting twist off nuts ♦Minimum weights per the following with plant visitation available
♦Can be used with the standardized ♦Ductile iron wedges heat treated to table ♦Must have a record of a minimum of
mechanical joint bell conforming to range of 370 to 470 BHN seven years of manufacturing and sales
ANSI/AW WA C111 A21.11 and ANSI/ SUPPORT PRODUCTS AVAILABLE of the restraint in the United States
AWWA C153/A21.53 of the latest ♦Split repair style available 3 inch
revision through 48 inch
DIMENSIONS AND RATINGS
Uollmilii=R����
4.48 2.27 4.06 0.62 9.06 0.750 6.19 7.69 2 4 6.1 350
1104 4" 5.92 2.27 4.90 0.75 9.90 0.875 7.50 9.12 2 4 7.2 350
1106 6" 8.02 2.27 7.00 0.88 12.00 0.875 9.50 11.12 3 6 12.0 350
n 10.17 2.31 9.15 1.00 14.15 0.875 11.75 13.37 4 6 16.0 350
1110 10" 12.22 2.37 11.20 1.00 16.20 0.875 14.00 15.62 6 8 24.9 350
1112 12" 14.32 2.37 13.30 1.25 18.30 0.875 16.25 17.88 8 8 32.7 350
1114 14" 16.40 2.69 15.44 1.50 20.94 0.875 18.75 20.25 10 10 49.7 350
1116 16" 18.50 2.69 17.54 1.56 22.90 0.875 21.00 22.50 12 12 58.2 350
1118 18" 20.60 2.69 19.64 1.63 25.00 0.875 23.25 24.75 12 12 62.2 . 250
1120 20" 22.70 2.69 21.74 1.69 27.10 0.875 25.50 27.00 14 14 74.8 250
1124 24" 26.90 3.20 25.94 1.81 32.64 0.875 30.00 31.50 16 16 138.8 250
1130 30" 33.29 3.20 32.17 2.25 38.87 1.125 36.88 39.12 20 20 195.4 250
1136 36" 39.59 3.20 38.47 2.25 45.17 1.125 43.75 46.00 24 24 256.5 250
1142 42" 45.79 4.56 44.67 3.88 55.57 1,375 50.62 53.48 28 28 510.2 250
1148 48" 52.09 4.56 50.97 3.88 61.87 1.375 57.50 60.36 32 32 712.0 .250
a For test pressures above the rated pressures shown,consult the EBAA
M Engineering Dept for recommendations. For projects using large diameter
x restraints,please contact this office for our design recommendations.
0•75 ♦The 1100 Series should not be used on plain end fittings.
tc ♦If you experience the need to install the 1110 Series in an unconventional
0 0.125
c manner please consult our engineering department.
A ( I I ♦The 1100 Series is intended for use on ductile iron pipe.The restraint can
be used on grey iron pipe if the pipe is not severely corroded and is in sound
` SECTION condition and has an outside diameter that can be accommodated.For more
A A-A information on the use of the MEGALUG restraint on grey iron pipe ask for
Connections Bulletin DI-1.
_ F _ 4 EBAA Seal Gaskets are provided with the 30"through 48"MEGALUG
x c K restraints.Extra length T-bolts are provided with the 42"and 48"sizes to
° facilitate easier assembly of the mechanical joint.These are required on the
B above referenced sizes to obtain the pressure ratings and safety factors shown.
B •All MEGALUG components are made of ductile iron. The wedges are
o.rs heat treated to a hardness range of 370 to 470 BHN. The product is coated
REAR VIEW I FRONT VIEW P with the same asphaltic coating specified for the pipe and fittings.
o.tzs ♦LISTINGS AND APPROVALS Sizes 3"through 24"are listed by Under-
FF c writers Laboratories,Inc.,Category HJKF"Fittings,Retainer Type,"with a
j deflection angle of 5 degrees(3"through 12")and 2-1/2 degrees(14"through
24".)The listing file number is EX2836.Sizes 3"through 12" are Factory
SECTION Mutual approved.
B-B
EBAA*' ,
EBAA IRON SALES INC.
P.O.BOX 857 EASTLAND,TEXAS 76448
800-433-1716 FAX 254-629-8931
"Your Connection to the Future"T^^ ebaa@eastland.net Visit our Web Site: www.ebac.com
i
61 CITY OF RENTON
TR
Planning/Building/Public Works Department
J e Tanner,Mayor Gregg Zimmerman P.E.,Administrator
June 12,2001
Jeffrey Corliss
Utility Inspection Unit,Road Maintenance Section
Road Services Division
Department of Transportation
155 Monroe Ave NE
Renton,WA 98056-4199
SUBJECT: CITY OF RENTON
80TH AVENUE SOUTH SEWER EXTENSION PROJECT
CONTRACTOR REQUEST FOR MATERIAL REVIEW
Dear Jeff:
Enclosed is a copy of the submittal for"EZ Street"cold asphalt patch material. The contractor is
requesting to use this material as a substitute for hot mix for permanent utility trench patches.
They want to use it in lieu of using a cold mix temporary patch,which would then be removed
and replaced with a permanent hot mix patch. The information claims that it can be used as a
permanent utility patch material.
Although these roads will receive a full overlay, it will not occur until next summer. This patch
will need to hold up to regular traffic use for approximately 10 months. The construction contract
does provide a one-year warranty period that would require the contractor to repair any failures.
Since this is a King County Road,I believe the decision to allow the use of this product should be
yours.
Please let me know if this is an approved substitute for the final hot mix patch. The contractor
plans to start construction on July 9th,2001. I can be reached at 425-430-7279.
S' cerely,
ohn Hobson
Wastewater Utility
H:\DMSION.S\UTILTTIE.S\DOCS\2001\2001-343.doc\JDH\tb
1055 South Grady Way-Renton,Washington 98055 }
®This paper contains 50%recycled material,30%post consumer '
41 CITY OF RENTON
1 Planning/Building/Public Works Department
Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator
June 14, 2001
Wally Clayton
Pivetta Bros. Construction,Inc.
P.O. Box 370
Sumner, WA 98390
SUBJECT: 80th AVENUE SOUTH SANITARY SEWER EXTENSION:
MATERIAL SUBMITTAL REVIEW
Dear Wally:
Enclosed please find review sheets for the C900 PVC sewer pipe,fire hydrant,and Storz adapter material
submittals.
I forwarded the specifications for "EZ Street" cold asphalt patch to King County's Utility Inspection
Unit for review. These are King County roads and, therefore, they must approve all road restoration
materials. King County has denied the request to use "EZ-Street" as a permanent patch material. All
utility trench patching shall conform to the project specifications. The King County Department of
Transportation's Materials Laboratory has not approved "EZ STREET" cold asphalt patch, and King
County's other divisions do not approve materials on a project-by-project basis.
Sincerely,
John D. Hobson, Project Manager
Wastewater Utility
Attachments
into
H:\DIVISION.S\UTILITIE.S\DOCS\2001\2001-350.doc\JDMtb
1055 South Grady Way-Renton,Washington 98055 '1
®This paper contains 50%recycled material,30%post consumer �`jl tenl�