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MI(CDNSTRUCTION CONF_RENCE
DATE: Parch 14, 1M
TIME: J:00 P.M.
PLACE: ath Floor Cphfereace Room
. OEYtLMN / CONTRACTOR OR SUBCONTRACTOR / NAME OF PROJECT
Nar Joe Mall Coast. 1317 - 54th Ave. E.. Tacor WR 9W4
Phone 922-6415
Project- Well q Contamination
Prej. P: 9' Sanitsry 5awer from Well PJ to Metro Etas LlNerty Park
MANE OF APPOINTEO INSPECTOR
Keck Soarou, kit Engineering
A.dowl Gafour. City of Renton
Please [Neck departments to be notified and specify person to attand.
A Omsion/Utility Eno. _ V�
-,- A F Ire Dept.
?I Police Dept.
a Street Dept
Traffic Dept.
- Sewer Nainte.ance
A water shop —_
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_._ building Dept.
Other _ _—
Outside Depts. _ — --
Deputaieet of Traasportatitn
t Pacific M.Y. Roll Gmpany
I PYget Sound r.%w 4 light Company
_ l Grab W gable Ty Company
A Washington Natural Gas Company
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JIVIR ENTERPRISES, INC.
General Contractors - 'Utility Construction
LETTER OF TRANSMITTAL
TO: i T`] t7 F 2rV&J 1 D k
Date: 3) !-?/ 60
Job No;
Attention: RDA( 0L.SG/J
Regarding: MOJSap- WA-f 6MI. SY?3 ern
we are sending you the following items Attached Under Seperate Cover
COPIES DATE NO. DESCRIPTION
THESE ARE TRANSMITTED as checked below:
For Approval For Review & Comment For Your Use
As Requested Approved as Noted
REMARKS;
Copy To: Ftt.Ci : ')rL HP46r! Signed; •----
530812th Street East 9 Tacoma, Washington 98424 a (206) 922-2336
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Why more. specifiers are choosing
pacific Western C900 for potable water systems
Pacific Western C900 high producers of PVC(poly- Until 1985 our PVC pipe ation and Amencan Water
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pressure water pipe vinylchloride)pipe.Our six was marketed under the Works Association
combines the highest West Coast manufacturing Simpson name. (AWWA).And Pacific
grade materials with the facilities serve the potable pacific Western has PVC Western above all supports
most advanced manufac- water,sewer,irrigation and manufacturing plants in this industry's efforts to
tunng technology available communications markets. Eugene,Oregon;Sunny- maintain only the highest
today.Rigorous on-going Pacific Western is a wholly side and Tacoma,Wash- design and manu!acturing
quality control procedures owned subsidiary of ington;and Downey,Union standards.
assure that Pacific Western Simpson Timber Company. City,and Visalia.California. jr'O�Sjpn.
pipe products meet or Simpson has been in We have full inventories of
exceed industry standards business since 1895,and the industry's widest range
in the mid-1960s brought a of PVC products at each Pacific Western C900 is
About Pacific background in chemicals facility So you can count trouble-free because it is
Western and wood pipe—plus a on quick shipping of your essentially inert and non-
reputation for integrity and orders. conductive.That means it
F:. . ; :stern Extruded product pioneering —into We are active members of is immune to electrolytic
Plastics Company is one of plastic pipe manufacturing. UmBell PVC Pipe Assoc- corrosion,the greatest
the nation's five largest
2
single problem in potable Superior Flow Strength Joint Integrity
water pipe today.And acid
or alkaline soils have Characteristics Since C900 is principally Pacific Western's integral
virtually Pa::ific Western C900 has no effect on PVC. used in municipal water bell gasketed joint not only
SO you can be assured the and fire mains,it has been meets the same strength
a Hazen-Williams flow
original system will designed for maximum requirements of the C900
coefficient of 150 because
continue to provide reliability by the AW WA. pipe,but it also meets the
trouble-free service for of its extremely smooth demanding test criteria of
generations to come. inner surface This means A 2.5 to 1 safety factor was ASTM D3139.The unique
that pumping costs are applied to the 50-year ability of PVC to bend
Excellent Water less because there's burst strength of the without breaking allows the
less friction when moving material.The resulting joint and pipe assembly to
Quality fluid against the w311S of value was further reduced compensate for earth
the pipe. by anticipated surge movement which can
Because of C900's glass- pressure which also cause problems in more
smooth inner surface, Installation incorporatesa 2.5:1 safety rigid assemblies.
there's no opportunity for actor.Short term capa-
bacteria build-up.There's Economy bility of class I50 pipe is at
no need for a liner so Pacific Wester C900 least 755 p.s.i.,with
cracking isn't a problem. weighs a fractiin of the sustained pressure cape Pacific Western C900 high
And there's no pitting, weight of traditional pipe bility of 500 p.s.i.And to pressure water pipe is
lubeBest ofall,ion or the pipe material Products.Soh lot fast and Pac fic Western'sssure the iproduct the National of entitled to Sani Sanitation
ar the sealsof
contributes no foreign installation e a lot taster, even further,each length Foundation NSF),Facto
material to the water.So with considerably reduced of C900 is root-tested in ( Factory
manpower and effort.It p Mutual System'(FM),
the same pure water that can easily be field-cut and the plant at four times its International Association of
enters the pipe leaves the bevelea.And service pressure class. Plumbing and Mechanical
pipe,maintaining water connections are easily Officials(IAPMO)with the
quality throughout the life made.In most saes,direct 9=111011121111 Uniform Plumbing Code
of the system tapping is a standard DnrabWty shield(UPC),and the
procedure.The joint Underwriters Laboratories
assembly can be handled Made from 12454A PVC (UL)listing label.To assure
in the trench with minimal compound,Pacific the highest quality
manpower. Western C900 pipe is possible,C900 undergoes
designed for decades of third party inspection by
normal usage.It provides these agencies on a
exceptional impact resis- continuous basis.
tance along with superior
chemical and abrasion 'Factory Mutual is not applicable
resistance. on class too,OR ss products.
Uni�U81►j ��� °� IISTED� 0 NSF—pap4 FM ►
Basic Assembly Instructions
i Clean all debris from the bell and of
'�4y/ 3► `J� :�A �i the pipe Check positron of gasket
so of completely seated in the
gr
•r ! -� -� , y( groove no rl and areas
2 Lubricateto t the bell and spigot ends.
using only Pacific western
recommended lubricant supplied
,.�.,. with pipe
3. Place pipes m soaight abgnmenl
Assemble to the STOP line on the
spigot
4 See Pacific Western Installation
Guide for detailed instructions
0
acting Design
a11�105 table to DP 18 is found on and surge allowance, Western representative for
HViftpage 6. Pressure Classes too, 150 assistance
Pacific Wester G900 PVC and 200 can be used Caution:For operation at
pipe operates with a pmssum Wass where operating pressures temperatures at 80OF or
Hazen-Williams coefficient do not exceed 100, 1,50 higher,Pressure Class
of C150.This represents Pacific Western offers a and 200 p s.i. respectively should be multiplied by the
the smoothest,most choice of three pressure Where there are questions following factors:
energy efficient pipe wall classes.Because of the or unusual circumstances, W._" „�_w
available.A friction loss conservative design theory please contact a Pacific W 16 W—+o
62 X
i 1
{
padlk Wesbm Twinsew 900 gadat slab=
y
• /, � ",raj - .
4
Natural Quality Anw ucs Tip
L As per AWWA C900,Pacific - !
Western C900 is made from PVC I!
cell class 12454A as described in
ASTM D1784.Gasket material
conforms to ASTM F477,
MINIMUM WALL THICKNESS
OW"a OR 25 OR 1d OR 14
5dus 01ame1w Class 100 Ciao 15u cuss 20" 1 �
4- — 646M 276 -- `we 5J- Burst — \. Flattening u
9050 362 50a 64u 1
1111x1 444 617 793 rT IT"
UJUn 528 733 943 ♦—i ,,y,10o2
Standard ■
Specifications
Pipe:AW JVA-G300-81
Material:Compound to be 12454A,
per ASTM D1784.All Class 100 pipe
to meet the requirements of DR 25; Impact Resistance Joint Integrity
all Class 150 pipe to meet the
requirements of DR 18.All Class
200 pipe to meet the requirements _r ,,.: !` Acetone Immersion
of DR 14. .=_
Elastomeric Seal(gasket): f Visual Inspection and
ASTM F477 �_ Dimension Measurement
Gasketed Joint Assembly:
ASTM D3139
Installation: Uni-B-3,AWWA M23,
PWPipe Installation Guide 1
Hydrostatic Proof Test '
Short Vduflft t; 1C:C1YiC;1110k1
TwinSeal 900 high pres- Elastomeric Seal Quality Assurance seconds.Class 10C shall
sure water pipe Class 100. (gasket):ASTM F477 have a minimum burst
150,200. Gasketed Joint Assem- Hydrostatic proof testing: pressure of 535 p.s.i.;Class
bly:ASTM D3139 Each standard and random 150,a minimum hurst
Description Installation:Uni-B-3, length of pipe to be tested pressure of 775 p.s.i.;Clas:
AWWA M23,PWPipe to four times the class 200,a minimum burst
of Work Installation Guide pressure of the pipe for a pressure of 985 p.s.i.
The work includes proved- minimum of 5 seconds. Drop impact test:Pipe
ing and installing PVC product The integral bell to be shall withstand without
AWWA C900 water pipe tested with the pipe. failure at 730F an impact of
with integra!bell and All pipe to be suitable for Pips stillness;The pipe a falling,2016.missile with
spigot joints. use as a pressure conduit. stiffness to meet minimum a 2"radius nose at the
Provide for expansion and stiffness requirements in following levels,according
Aefwmm contraction at each joint the table below: to ASTM 02444.
with an elastomeric ring.
Standards The bell to consist of an class DR F,.:Y Viv,,w,
integral wall section with a 1ww - incWs 4 6 a t0 12
Pipe:AWWA-C900-81 " 129 mpacl
Material:Compound to be solid cross section 15500 t 6 44315 120 ,:a 120 uo IN
Material:
,per ASTM d to be4. elasiomeric ring which 14
All Class 100 pipe to meet meets the requirements of pu burst test:
the requirements of DR et ASTM F477.The bell Randomly selected
all Class requirements
pipe to meet sectica to be designed to samples tested in accor-
the requirements of DR et be at least as strong as the dance with ASTM D1599
Class 200 meets DR 14 P'Pe wall.Standard laying to withstand without failure
lengths to be 20 It.(f 1") pressures listed below
for all sizes, when applied in 60-70
b
rl1S�aIIa7t10iR
TIe11W1 minimum depth of 6"(150 pipe Assembly Note:Proper direct tapping
mm)over the top of the procedure may be found in
Bottom must be stable, pipe.All pipe embedment Refer to Basic Assembly Uni-B-8(UniBell PVC Pipe
smooth and free of frozen material should be Instructions on page 3 of Association specification).
material,clodded dirt and selected and placed care- this brochure and detailed This procedure is available
stones over lb"in diameter. fully,avoiding stones(over assembly instructions in through Pacific Western.
Sell holes should be 1lh"in size),frozen lumps Pacific Western Installation
provided at each joint for and debris.Sharp stones Guide.Assembly instruc- Thrust Blocking
easiest assembly and uni- and crushed rock(larger tions are also printed on
form support.Large rocks than V),which could pipe labels. Adequate thrust Uiocking,s
must be removed to cause significant scratch- necessary particularly for
provide i;'clearance in all ing or abrasion of the pipe, Service gasketed joint systems.
directions from pipe and should be excluded from p The"push on"features of
accessories.Minimum the embedment material. Connection gasketing that provide so
cover of 18"is recom- Proper compaction proce- Service connection should many installation advan-
mended. In areas where dures should be exercised be made by using a tages,can actually be-
frost occurs,pipe should to provide soil densities as service clamp or saddle,or come'push off'problems
be 6"deeper than record PP g( without adequate thrust
pe specified by the design direct to in PC 150, restraint.The great thrust
frost penetration. engineer. sizes 6"-12"only).Direct exerted in pressure water
Pip
)s may be used only for distribution systems(see
Pip ftbedmeQt Fled BSCtL M pit and 1"corporation Table 1)requires thrust
PVC pipe should be in After placement and stops.When saddles areused,they should be wide blocking designed to
stalled with proper bedding compaction of pipe enough to provide good handle both test pressures
providing uniform longi- embedment materials,the support. Use only shell cut- and peak operating
tudinal support under the balance of backfill ters which actually remove pressures.The size and
pipe.Backlill materials materials may be machine material and retain the type of thrust blocking
should be worked under placed.Tie materials coupon.For service con- must be based on the load
the sides of the pipe to pro- should contain no large nections larger than 2", bearing capability of the
vide satisfactory haunch- stones or rocks,frozen tappingg sleeves may be soil,pressure in the pipe
sh should rbeal pllaced toll aaerial Geri l or debris.ction prroceduresr used. menu f the tapping Tab eand ram
g provides conseter of the erv-
P Pa P sleeve manufacturer for
should be exercised to di alive estimates of load
directions. --
provide required densities. bearing values for various
OR 16 Chart
.,°.,.,.. 1 . .-
WWc1Y WtlhY VM°Pry IN W N,u YM°g1Y Ilrtl leu`—VMOVIY 11yIbY YMOGfY YMMIIpY
Iwmi tw..q rn1m1V 1n..q Inlmtq (rv.w)
E Iwlm10 twaq �imnl 1n4c1 In tin nl _
70 . 002'3
p 0 0018
35 aTg1
l0 0911 ato Lin,
1 39
•, w 1.179 otz3 ossl ouzl
70�
` 0 1 995 0.0229229 0 n2 0039
_CIS
i00 229 0/N 1102 0075 OWt 0020 -
ye. °u° ,a]t tT7a ^t1S......V°"` M.
150 ya18 0.9/0 1 0161 0%1 0013
I75 .re., to+t _ _ t�_� n° Lsir.r.�..�2.
200 /55tl 1802 2201 02]/' �PB2 0073 CB52 S17
300 6831 7391 7.301
1.9 0155 1 0.0547 i0900 011
025
Q1171 4t0.2S_ noE —i'ia •410N9 0906 2.58 0 1]01 0 00/2WO 911 83
JaA5 _Z.1•^ A,xn al. r,.�lYlt- nnr.e
500 11391 8742 5.s11 1.493 3201 0399 2130 O1a 1.506 OO(1I
em
7^00 i59752 it' 1 7 5 / 0�1105 2 0 21W 0119
eel 17.r.._09t`1 a100, 0._._=^lsj,r2
jOpp 1102 5391 401) tut /281 0531 3012 0.230
21NJ�. - ___--7.W1 2,024 - •lit 0T�{M. sell h-z. -
1/00 6972 2888 5ga,99Bso7�9i9Bp /y�217 ..,0428
.__1tg0.
2000 i0818•�•�5 2 ' B29
3000 12782 /.08/ 903fi 1757
Will
/� 12 2 0N1 993
6
soil types. However,when Table 1.Thrust Developed Per 100 P.S.I.Pressure Table 2.Eatlmateld Soil Bearing Capability
n doubt,it is advised that fibs.force)
soildoubt,
tests a Pipe Filling Fitting Valves,Tees. Soil Type Ibs/1t
bearing Sbe 80'Elbow e5°Elbow Dead Ends MUCK.Peat.Etc 0
conducted.Typical thrust 11 300 200 200
blocking conditions are 2 500 300 400 Sand Son aa, 500
shown In Figure 1. 3 1 Sand and Gravel
,000 600 fioo 1,500
Sand 1,500
4 1,800 1.100 1 300 Sanu and Gravel With Clay 2,000
6 4,000 2.300 2,900 Sand and Gravel Cemented With Clay 4.000
8 T200 4.100 5,100 Bard Pan 5,000
t 0 1140 6,300 7,900 Note values are estimated for horizontal thrusts at
12 16,000 9.100 11.30o depths of burial which exceed 2 it
WE 7hruSis from greater W lesser pressures may
be proportioned
Figure 1�.Exempt"of Thrust Blocks(specific repWnmants will be dlNabd by lob condition)
1.L
I
1.Thru line connection.tee 2.Direction change,elbow 3.Change line size,reducer
M1tl
`�,
4 Direction change,tee used as elbow S.Valve anchor 6.Direction Chang,,,enccdl,bend anchor
Longitudinal i
Bending
Slight dlrecitonal changes Minimum Bending Bending does not normally
may be accomplished by Size Radius(ft.) need to be done at the
curvature of the pipe itsell, 4" 100, pipe joints.Where joint
Bending to the following 6" 144' deflection is necessary.
minimum radii will not 81' d9, contact Pacific Western
jeopardize the design of 101, 231, for assistance.
the pipe nor its ability to be 12" 275'
tapped:
I
7
• r,,e
js1kilcJ ,.. iL.SuAllad Systems
'Cestinq and lengths of installed pipe pressure should be main- TM Mbftd
line,thereby permitting the tamed(by additional pump-
Disinfection installer to verify that ing If necessary)for the The installer may perform
To prevent floating of the proper installation and joint specified time.While the simultaneous pressure and
pipe,sufficient backfill assembly techniques have line is under pressure,the leakage tests,or he may
should be placed prior to been employed. system and all exposed perform separate pressure
tilling pipe with water and pipe,fittings,valves,and and leakage tests on the
subsequent field testing. Plrocedm hydrants shoulo be care- installed system at test
Where local conditions The following procedure is fully examined for leakage durations and pressures
require that the trenches g p All detective elements specified in Table 3.
re uirebac t )led immediate) based on the assumption should be repaired or
after the pipe has been y that the pressure and leak- replaced and the test completely Wanningg filled with in Iine is
water
laid,the testing may been
age tests will be performed repeated until all visible before testis system.
carried out after backftlling at the same time.Separate leakage has been stopped 9 y
been completed,but tests may be made if de- and the allowable leakage
has
has a placement sired,in which case the requirements have been
priopermanent surface pressure test should be met,per Table 4.
performed first.The
At least seven days should specified test pressure Table 3. sruem Teel slathoda
elapse after the last con- should be applied by
crete thrust or reaction means of a pump con- Ptucedure Pressure Test Duration
blocking has been cast netted to the pipe.The test Simultaneous 150%at working 2 hr
with normal T i pressure and pressure atpomloftest,
(Type )part- leakage test but not less than 126%of
land cement.The elapsed normal working
time may be reduced 10 pressure al highest
three days with the use of a Separate il50%o working I hr
high-early-strength(Type pressure lest {�ressure at point of test,
III)portland cement.11 is bu•not less man 125%or
susuggested that testing be poem a working
99 9 pressure at highest
conducted first on short elevation
Separate 150%of normal average 2 hr
leakage teat working pressure of
segment tested
Source Recommended Standard lot the Installation of PVC Pressure
Pipe,Um-B3.UniBell PVC Pipe Association_,
Table 4,Allowable Leakage for PVC Pipe with Gaskeled JoMW
Nominal Average Test Pressure In Line-p.s.l.
Pipe Size,
Inches So 100 150 200 250
6" .29(.241 .41 (.34) 50(.42) .57(.47) .64 (.53)
8" 38(.32) .54(.45) .66(.c�5) 85
10" .48(4e) .68(.57) .83(.69) 96(.80) 1.07 (.89)
12" .57(.47) .81 (.67) 99(.82) 1.15(.96) 1.28(1.07)
Allowable leakage pot 1,0001t or 50 joints.Ezproilseo LUall_wspef 1Wyr with impel tat gallgls in pat enthuses,.-
A Special note:In order to meet our customer needs,Pacific Western product specahcations and warranties are continually ulwated.So it
the printed date on this literature is more than 12 months old,please contact Pacific Western Extruded Plastics Company for any changes
that may have occurred
Pacific Western Extruded Plastics Company 2d20 NUGGET WAY,EUGENE Gnf-GGN 974m (503)747-4255•Telex 151040 PWPIPE
Llnu ,USA )MI,<u -11 laa>
8
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JMR ENTERPRISES, INC.
General Contractors - Utility Construction
LETTER OF TRANSMITTAL
T0; C I TM or- aA:5VoTV e/
Date:
.Gob No;
Attention;
Regarding; F{OJScs¢ WAy 90rV• SHU/oYL
We are sending you the following items Attached Under Separate Cover
COPIES DATE NO. DESCRIPTION
�� 3/�7 Lc,T- rnN Ad"�� Cowa�riJf- Soa..71��
THESE ARE TRANSMITTED as checked below:
For Approval Por Review 6 Comment For Your Use
As Repueated Approved as Noted _
REMARKS;
Copy To: Signed;
530812th Street East Tacoma, Washington 98424 (206) 922-2336
r
r�
T1/SY\ CON gSEY{ti a'iPai $ KOR•N•SlE..AL
'� p, 120.1.►ORTlANO. RECON 07211 A PrWucl•11 NE CORE AND SEAL COMPANY
PLANTLOCATiONY MNf COLWKIAJLVO.
W
I
S
EJ .NSONCRfrw SLVD. 1
TELEPHONE DOa ED%rx., For Pipe Connections up to 22 h" O.D.
MASTaw olwNlruraw+ 9TATR or owwoN
Data Sheet No. 101-1
`manhole 1V
fJ[ <� .: •i' 1 structure�r
rn . V. `.y. 'interceptor "r
r _� t 'Korhundline
{' {T•'i r
cc
•t� xC � .. ,. �,P VO.
external band jL,1 �
be Dr L E1�yy_'�yu ta - , (u
Y Y-ll Q
' 1 Q
"NL
7
KOR-N-SEAL provides a watertight effect the seal around the connecting Pipes may be cut to length In the w
connection by offering true flexibility pipe,is also made entirely of 300 series, field and Installed directly into the a
and satisfies all other conditions that non-magnetic,corrosion resistant stain- boot.
allecl a positive pipe-to-manhole con- less steel. A screwdriver is used to The toot may be installed in the }a
nection. The uniqueness of this con- actuate a worm gear drive producing the cored port In less than 20 seconds,
nection is a system which utilizes a clamping pressure to contract the band through the use of a simple hydraulic z
cored hole,and a flexible rubber boot.A and seal the boot to the pipe. lack. <
hole Is core-drilled Into the cured con. • The only joint that may be produced 1—
crete wall of a manhole providing an KOR•N•SEAL Advantagas either In the manufacturar's plant or In
U
opening that is precisely controlled In • The specially xmulaled NEO the field. z
size,shape,surface finish end location. PRENE.EPDM blended compound These are advantages of KOR•N-
A boot is installed into this cored molded boot offers superior resistance SEAL. Advantages not by accident, but
f
hole which Is molded from a specially to water, sewage, oil, acids, ozone, through planning and engineering • • w
formulated NE.OPRENE•EPDNI blended weathering and aging. Advantages with proven predictable w
compound meeting ASTM C443, with a Up to 22n angular flexibility In any performance, w
316•'minimum wall thickness. direction and 2" vertical displacement Manhole Specifications .�
An internal expanding band clamps- can be accommodated depending on During the casting process, each a
and seals the boot to the port using a pipe O.D.
self-locking toggle action which forces • A separation of the pipe from the section shall be poured uniformly, and, z
the band to Increase in diameter, thus manhole, provides a cushion which except for filling holes, there shall be p
generating a circumferential clampi:�g absorbs vibration and relative mova• no mandrels or other discontinuities In p
pressure to effect the seal. Sets of Inent between the pipe and the the form to disturb the flow of concrete 2
ridges are molded Into manhole, thus p�oventing the formation or require cutting of reinforcing wires.
circumferentialthe boot suite^rid which coldedt the of leak-producing cracks. After the sections have cured,holes will
port and pipe. These ridges deform Olbsizes and ouhol•round condi• be core-drilled at the plain location or in
under clamping pressure to lilt surface lions of pipes can be accommodated. the field. All holes produced shall n
irregularities In the port or pipe. The • Changes In pipe material can be accept a conical-type flexible seal.This
Internal expanding band i3 made of 300 made without changes to port or seal. seal will allow for lateral and angular
series, non-magnetic, corrosion to. • Iloles may be cored and boots alignment as the pipe connection is
sislant stainless stool. A band of 6061• Installed in the field it necessary. made. In-field changes,additional hales
161s available as an option. • Damaged or vand 4zed boots can be may be added maintaining the same
The external band,which is used to easily replaced. specifications.
u•, ..,n r.�.w ]n.n.]n r+ �, + J L,• u.,r,.priamg
1— - E---
SEAL ASSEMBLY SIZE INF- .iMkTION
PIPE CLASSIFICATION(For reference only)*
5" Asbestos 6" Asbestos 8" Asbestos 10" Asbestos 12" Asbestos 12" Concrete 12" Concrete 15" Concrete
Cement Cement Cement Cement Cement 1M1" Asbestos t5' Truss 18" Asbestos
6" Ductile G'• Concrete 8" Ductile 10" Duclile 12" Due
Cement 15' Vitrified Cement
Iron 6" Vitrified Iron Iron _- Iron 14" Ductile Clay 18" Ductile
6" Plastic Clay 8" Concrete 10" Concrete 12" Plastic Iron 16" Asbestos Iron
6" Asbestos 8" Plastic IT, Plastic 10" Truss 12" Truss 15" Asbestos Cement 18" ci,y ied
6"
Cement 8" Truss 10" Vitrified 12" Vitrified Cement 1 Ductile
<" Vitrified 8" Vitrified Clay Clay 15' Plastic Iron 20"Cements_
Clay - Clay 12" Ductile 20" Ductile
10" Plastic Iron - Iron
12" Plastic -
PIPE O.D. RANGE
5'h" min, 7" min. 8 3/16" min. tOVe" min. 12" min. 14V:" min. 15V." min. 19V." min.
7Vj" nax. 9" max. 101h" max. 13'/:' max. 1M1:i"max. 17" max. 10'/•" max. 2—n max._
HOLE DIAMETER
12'• 12" 12" 16,. ;. - 16.. 20'• 20" 24„ . ..
KOR-N-SEAL ASSEMBLY NUMBER"
S10542d I S106-12A I S10612 S106.16A S10w16 S105.20A 510-20 SiCS•21
A10S123 A106.1 A106-12 •A106-16A A106.16 A106.20A A106.20 A106-24
•For KOR-N-SEAL size requirements,refer to pipe O.D.range. '
•'Seal assemblies are supplied with stainless steel Korband(prefix S)as standard.
Aluminum Korband Is available as an option. To specify aluminum,use prefix"A"
assembly number.
�x
�lii I f
SEAL PART NUMBER INFORMATION1 2
KOR-N-SEAL ASSEMBLY NUMBER "
S106.123 SiOo-12A S�08g2 S105-16A 1S106.16 S106.20A S10620 S1Ca24
S105.123 A108• cA A105•12 A106.16A A10616 A106.20A A10620 A106.24
1 STAINLESS STEEL KORBAND PART NUMBER (Illustrated)
145.12
' 145-16 145-20 145-74 .
1 ANODIZED ALUMINUM KORBAND PART NUMBER
138.12 138-16 .24
138.20 138 -
2 BOOT ONLY PART NUMBER
102-126 102-12A 102-12 102.1 GA 102-10 - 102-20A - 102-20 102-24
3 STAINLESS STEEL PIPE CLAMP PART NUMBER
12<•128 124-12 124-16 124-20 1124.24
ROMAV EFFECTIVE DATE: 6/15i87
OINDFIC.
ITM
RIEB,
1064 41h Awe 5, Sealtie,WA
98134
ROMAC STYLE "LCT9
PO Box 3'212.Seattle.wA 98114 34
(206)624-6491 Telex 328765 1800-426.9341 MANHOLE ADAPTER GASKET
T �C
MATERIAL SPECIFICATION&:
Gasket: Virgin SBR meets ASTM r1 -000 3 BA715.
Gasket is compounded for sewer service.
Use: The gasket is designed to be used on PVC sewer
pipe when grouting into a concrete manhole wall.
Gasket designed for non-pressure use.
Drawing of cross section
MANHOLE ADAPTER GASKET
NOMINAL WEIGHT
PIPE EACH LIST
SIZE CATALOG DESCIIIPTION (OZ.) PRICE
4" 4" LCT Adapter Gasket 4.8 $4.47
6" 6" LCT Adapter Gasket 6 4.57
8" 8" LCT Adapter Gasket 7.5 6.09
10" 10" LCT Adapter Gasket 9.25 9.06
12" 12" LCT Adapter Gasket 11.5 9.47
15" 15" LCT Adapter Gasket 13 11.90
18" 18" LCT Adapter Gasket t00 13.96
21" 21" LCT Adapter Gasket 1.13 1590
24" 24" LCT Adapter Gasket 1.25 17.95
27" 27" LCT Adapter Gasket 1.44 19.80
Order by c3talog description.
63
City of Renton Engineering Department
235-2631
PRECONSTRUCTION CONF_RENCE
DATE: March 16, 1988
TIME: 3:00 p.m.
PLACE: 4th Floor Conference Room
DEVELOPER / CONTRACTDR OR SUBCONTRACTOR / NAME OF PROJECT
Name: Joe Hall Const. 1317 - 54th Ave. E. , Tacoma WA 98424
Phone: 922-6815
Project: Well #3 Contamination
Proj. p: ` 8" Sanitary Sever from Well N3 to Metro Line Liberty Park
NAME OF APPOINTED INSPECTOR
Mark Semrau, RH2 Engineering
Abdoul Gafour, City of Renton
Please check departments to be notified and specify person to attend.
_ X Design/Utility Enn.
X Fire Dept.
X Police Dept.
X Street Dept.
X Traffic Dept.
X Sewer Maintenance
X Water Shop
Park Dept.
Building Dept.
Other _
Outside Depts.
Department of Transportation
X Pacific N.W. Bell Company
X Puget Sound Power & Light Company
x Group W Cable TV Company
X Washingto.a Natural Gas Company
X Other _ Mark Robinson - 922-2332
Arlene Haight
ECONSTRUCTION CONFERENCE
PROJECT: ��/0� �� �� WYI �,�GrCLC /l2/ DATE:
ADDRESSAOCATION: 41-
�t- '4�il G ) Ye! ko
PROJECT p ^^ ' PERMIT G WORK ORDER I
Jc *
AAAAAAAAAAAAAAA AAA�iYAAAAAAAA*AAAARAAAAA*AA***RRRAAAAAAA#AAA*A**A**AAAAAAAA***AAAAA
THOSE IN ATTENDANCE
NAME COlII'ANY
PHONE
Mi ke 2 b;Kso-m AH 1� E '► o c. �u►e
� 922 - Z33Z
OUP f/A/fd�4v6N ii ii
MAQV— rn2Au. —
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PUBLIC WORKS DEPARTMENT
BUILDING DIVISION
CITY OF RENTON, WASHINGTON
APPLICATION ONLY - UNTIL VALIDATED rPERMIT
Owner Location of Work
Address
INSPECTIONS FEES
CONSTRUCTION Side Sewer
Storm Sewer
PERMIT Right-of-Way Construction
Sp. Utility Conn. Fee - Water _
Water Latecomer Fees
(Public Right-of-Way)
Water Insp./Approval Fees _
Sp. Utility Conn. Fees - Sewer
Sewer Latecomer Fees
Sewer Insp./Approval Fees
Date Issued Inspection Fees
Special Deposit - CASH BOND
Expiration Date TOTAL FEE
Description of Work
and Number of Feet
Contractor Business
_ License
Address Bond
Telephone
I
IT IS UNDERSTOOD THAT THE CITY OF RENTON SHALL BE HELD HARMLESS OF ANY AND ALL
LIABILITY, DAMAGE C3 INJURY ARISING FROM THE PEPFORMANCE OF SAID WORK.
ANY WORK PERFORMED WITHIN THE RIGHT-OF-WAY OR ON SEWER MAIN MUST BE DONE BY A
LICENSED, BONDED CONTRACTOR. LOCATE UTILITIES BEFORE EXCAVATING.
CALL 235-2631 FOR INSPECTION.
Call between 8 AM and 9 AM for APPLICANT
inspection in afternoon; call
b: -c.:e 12 Noon the day before
for inspection in morning. PUBLIC WORKS DIRECTOR
SPECIFY TIME FOR INSPECTION.
CALL 235-2620 for streot signs CALL BEFORE YOU DIG BY
and lighting. 48-HOUR LOCATORS
1-800-424-5555
-4%';�
TO: le. rL DATE:
SCHEDULING AND NOTIFICATION
✓, . ( � REQUEST FOR PRE-CONSTRUCTION CONFERENCE
NAME OF PROJECT: pQ jtj� )L
IIJSFALLATION:
LOCATION: /
t/ 1. Set Date: artd Time _32 114 �
t%2. Call Harriet in Mayor's office to book Conference Room 11 'z a Floor
t/3. Notify Appointed Inspector c IrL C-hcic.u� �`� r . 9j22-(oplr
4. Notify Contractor/Developer 4.�V+ n[ / �/7- .S`/ � £• e C� .et. 9��1,��
aQit4 lJ, A?./E'. `Ga n t i ., y S3'0e- /_;� f &.. 6. -'ILP.owA.., q'p4ay 920-2336,
5. Fill out attached form, make appropriate number of copies, and route to personnel DriOr to meeting
dMt. Notify the following City Departments:
Design Engineering _
Fire Department _
Police Department
Street Department
Traffic Department
Utilities Department
Water Shop _
Sanitary Sewer/Field
Other
6. Telephone the following outside companies:
Phone Number
C^partment of Transportation 453-6424
Pacific N.W. Bell Company 235-3012
Puget Sound Power & Light Company 255-2464 x 4355
Seattle City Light 628-3066
Cable TV 228-1180
Washington Natural Gas Company 622-6767 x 249
Metro-Bus Routes 684-1693
King County Inspection 244-0770
Other {kLkj". 'F� �+ q estJ 1 - :2.3 L
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AUTHORIZATION OF SPECIAL BILLING
DATE:
PROJECT NAME: k'}zt
PROJECT NUMBER:19 -47Z
WORK CRDER NO. : 1-0 Y/a
It is the intent of this letter to authorize the City of Renton to bill
the undersigned for all costs incurred relative to the above-referenced
project, by the City of Renton for the following work:
QINI� �.VSiQ+sl�iJ.tt CF !�Omd'-Aa y S&VaZ_
BILLING TO BE SENT TO:
Name
Address ��c• P��lii. �i{_? 46 �z 76
City: 4?y GY States-01.C. 98S�z.yl
Atten: it L
Phone No. :
wner ,Developer, Contractor or
/ Auth 'zed Agent
WATER AND SEWER PROJECTS
PRESENTLY UNDER CONSTRUCTION
IN
THE CITY OF RENTON
WATER PROJECT / Ak� SEWER PROJECT / ` Zz- DATE_
WATER PROJECT TITLE
PROJECT LOCATION x
DEVELOPER JUE NAt�_
i
ADDRESS j3o3 Y e je�2-7i
PHONE gZZ-
EMERGENCY
PHONE
CONTRACTOR
ADDRESS 53�8 �� S • �.
PHONE
EMERGENCY
PHONE g4�- 82IS'' II ff
FOREMAN �p aJ }Fce✓ 6
PHONE Q2Z - S/4Z
EMERGENCY
PHONE
City of Renton Inspector_ //''
Other inspector�Z71 1y,411 �v2h�l2L
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FILE TITLE eu►r�h
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No. 3 FI LA3l,