HomeMy WebLinkAboutWWP2700442(5) Kennyda I e Lake Front Repairs Consultants S--442 1+
0-
BEGINNING
OF FIL
FILE TITLE
5 _ q � 2 p,
Y
Al;l@fqxqf
1-V h t 1 e- a ; PS
akfS
oKRvz Agyr r'r?? _1_L. � : � '14F'� y7�ti�fIS.59E- ;.6`5.1�( */ez.=<- -
HORTON DENNIS & ASSOCIATES, INC.
32n SECOND AVENUE SOUTH
KIRKLAND. WASHINGTON 98033-8887
(206) 822-2525 June 30, 1988
Invoice No. 5791 .88.06
CITY OF RENTON
Public Works Department
Municiple Building
20 Mill Avenue South
Renton, Washington 98055
Job No. 5791 .00
Professional Services: Kennydale Sewer Construction
Inspection and Asbuilts
Progress Billing
For the Month of May, 1988 S D �gjly J� D
Lia 3& 1 "• 1999
CITY OF RENTON
Englneennd fit•
Project Engineer 3.5 Hrs. B S 52.00/Hr, z S 182.00
Total Due: r82-?O
:massasans -
r
dKf4,ie �I�M.C^K y�//�c�� yv/,xr}r/s•s�• 58.G5• /9 //dazes=
HORTON DENNIS & ASSOCIATES, INC.
320 SECOND AVENUE SOUTH
KIRKLAND, WASHINGTON 98033-6687
(206) 822-2525 April 26, 1988
�nvoice No. 5791 .88.04
CITY OF RENTON
Public Works Department
Municiple Building
20 Mill Avenue South
Renton, Washington 98055
Attention: Mr. R.E. Bergstrom, P.E.
Job No. 5791 .00
Professional Services: Kennydale Sewer Construction
Inspection and Asbuilts
Progress Billing
For the Month of March, 1988
Job Nc 5791.00 - Construction Administration
Project Engineer 19.5 Hrs. 9 $ 55.00/Hr. $ 1 ,071.50
Total Due: 1,072.56
Q ■iiQQii
JIS TIU7 2'y
It.AY 101988
CITY OF RENTON
Eni,ineering Dept.
uk- /063 y2i/eoJ/�s• s�.6. 3�,Gs /9 4f/0-51°..
wv 51P
NORTON DENNIS & ASSOCIATES, INC.
;20 SECOND AVENUE SOUTH
KIFKLAND, WASHINGTON 88033-8887 February 29, 1988
(206) 622-2525
Invoice No. 5791.88.02
City of Renton
Public Works Department
Municiple Building
200 *till Avenue South
Renton, Washington 98055
Attention Mr. R.E. Bergstrom, P.C.
Professional Services: Kennydale Sever Construction
Inspection and Asbuilts
Progress Billing
For the Month of January, 1988
---------------------------------------------------------------------------------------
Job No. 5791.00 - Construction Administration
Project Engineer 2.0 Hrs. @ $ 52.00/Hr. $ 104.00
TOTAL AMOUNT DUE: $ :04.00
BUDGET: $ 17,460.00
TOTAL BILLED TO DATE: $ 14,402.44
f4AR :; 1988
CITY OF RENTON
Engineering Dept.
CITY OF RENTON
PUBLIC WORKS DEPARTMENT
Earl Clymer, Mayor Design/Utility Engineering
February 17, 1988
HORTON & DENNIS
320 Second Avenue South
Kirkland, Washington 98033-5687
Attentions Allen Nryers
SUBJECT: KENNYDALE LAKE SEWER LINE
Dear Alleu:
Your fee increase of $3,244.00 for inspection during the Cplco cleaning work
is approved.
Thank you,
Robert E. Bergstrom, P.E.
Engineering Supervisor
10.8.18.11EBrmf
200 Mill Avenue South - Renton, Washing.on 98055 - (206) 235-2631
V
t
Ilorton h.•inri..
L V
lausultinq I.ngmc.re
February 16, 1988
Richard Grant
Grant Cc struc!ion
Suite 2b53
1420 N.W. Gilman Blvd.
Issaquah, WA 98027
SUBJECT: KENNYDALE SEWER PROJECT
AUTHORIZATION FOR EXTRA 10" FLANGE,
Dear Richard:
For the Kennydale Interceptor Sewer cleaning and testing operation,
Gelco needs a revised 10" blind flange fabricated with an offset =," NTS
fire hose nozzle with cap and a '," threaded tap and plug to accomudate a
pressure gage. We authorize you to fabricate this revised flange as an
extra time on your existing contract with the City of Renton. Please call
Jack at Gelco Grouting Services 872-2550 if you have any questions on their
requirements. We will need the new flange for the Piping Operation beginning
March 7, 1988.
Thank you for your assistance with this item.
Sincerely,
HORTON DENNIS AND ASSOCIATES, INC.
y
�y?-.---
r
Alan Meyers, P.E.
Project Engineer
AM:jv
cc: Bob Bergstrom
Renton Public Works Department
1�1�1t(1] I i=117 1988
CITY OF RENTON
Engineering Dept.
320 Second Avenue South, l;irklund, lVashington 98033-6687 • Phone 822-2525
ffortun I).mnis 6' Associates, Inc.
=HD
February 12, 1988
City of Renton Public Works Department
Municipal Building
200 Mill Avenue South
Renton, WA 98055
P.tten`.`on: Erh Bergst.,on, P E.
Ci .y Loginee
SUBJECT: KENNVDALE SEWER IMPROVEMENTS PkOJECT
STATUS AND REQUEST FOR CONTRACT INCREASE
CONTRACT NO. CAG-063-085
Gentlemen:
The Kennydale Sewer Improvement Project is essentially 100% complete.
Only minor restoration and processing of change orders and pay requests
remain. As-built drawings of the submarine interceptor and all sidesewers
are complete. We will send you the original full scale mylars plus six
sets of reduced as-built plans in a few days.
Following our meeting with you on 2/11/88, we have prepared the attached
notification letter which will be hand delivered to each of 51 houses along
the lake on or about 2/17/88. If you want us to also mail copies of the
letter, please send us a list of current owners and addresses.
We have impend most of our present authorized contract amount. We request
an increase of $3,244.00 as detailed below to cover the remaining estimated
costs associated with the final testing and cleaning phase of the project:
320 Second Avenue South, Kirkland, ll'ashington 98033-6687 • Phone 822-2525
Contract No. CAG-063-085
Page Two
February 12, 1988
Project Manager 4/hr @ $61.00/hr $ 244.00
Project Engineer 56/hr @ $52.00/hr 2,912.00
Junior Drafter 4/hr @ $22.00/hr 88.00
Total $3,244.00
If you have any questions, please call us.
Sincerely,
HORTON DENNIS & ASSOCIATES, INC.
Alen Meyers, P.E.
Project Engineer
AM:jv
Enclosure
Horton Dennis & Associates, Inc. • Consulting Engineers • Kirkland, Washington
I),nrs
CITY OF RENTON
NOTICE OF TESTING & CLEANING
OF KENNYDALE SUBMARINE INTERCEPTOR SEWER
Dear Lake Front Resident:
From March 7th through March 18th, 1988, the Kennydale Sanitary sewer
will be tested and cleaned by Gelco Grouting Service with assistance from
City Cr:ws. Cleaning operations will occur from 8:30 AM to 3:30 PM Monday
through Friday. During these hours, we ask you to minimize your water use
since most sidesewers will be valved off from the interceptor sewer located
in Lake Washington. During the test period if you have any problems or
notice anything unusual , please call r23T-i(;—T5J and report it. We appreciate
your patience during the recent construction activities and request your
cooperation during the proposed testing and cleaning operations.
THANK YOU FOR YOUR COOPERATION.
HORTON DENNIS & ASSOCIATES, INC.
Alan Meyers, P.E.
Project Engineer
AM:jv
cc: Mr. Bob Bergstrom, P.E.
Renton Public Works Department
320 S"--ond Avenue South Kirkland, ll'ashinj,*ton 98033-6687 • I'hune 822-d;;2:1
HORTCN DENNIS i ASSOCIATES, INC.
320 SECOND AVENUE SOUTH
KIRKLAND, WASHINGTON 98033-6687
(206) P22-2525
December 23, 1987
Invoice No. 5791.87.12
CITY OF RMON
Public Works Department
i Municipal Building
200 Mill Avenue South
I1 Renton, Washington 98055
Attention: Nr. Robert E. Bergat,om, P.L.
Job N
Professional Services: Kennydale Sewer Cons--,tion
i
Inspection and Asbuilts
Progress Bi,-ing
For the Month of November, 1987
-----
-----_- --------------------------------P---
_ ------
Job No. 1192.00 Construction Administration add Ins ectior
Supervising TnAineer 32.0 11rs. @ $ 46.00/11r. _ $ 1,472.00
Inspector 58.0 Drs. @ 344. J/Hr. 1,972r00
Subtotal: $ 3,444.00
Film Development 3.34
Total:
$ 3,447.34
budget:_ $17. 40.00
Total Billed to Date' $18,740.84
------------------------------------------------------------ --------
Job No.5791r0,. - Asbuilt Drawings
Supervising; LnEineer 3. 5 llrs. @ $ 46.00/Hr. 161.00
Drafter 20.0 Hrs. @ 24.00/11r. 480.00
Inspector 6.0 Hrs. @ 34.00/Hr. - 204,00
Total: $ 845.00
budget: $ 2,766.00
Total Billed to Date: $ 244i1.U0
TOTAL AMOUNT DUE: $ 4,292.34
ok c�yr<na�,s �F3 J�L-c -/^ /Fe.7
NORTON DENNIS A ASSOCIATES, INC.
320 SECOND AVENUE SOUTH
KIRKLAND, WASHINGTON 98033.6687
(206) 822-2525 November 30, 1987
Invoice No. 5791.87.11
CITY OF RENTON
Public Works Department
Municipal Building
200 Mill Avenue South
Renton, Washington 98055
Job No. 5791.00
Professional Services: Kennydale Sewer Construction
. Inspection and Asbuilts
Progress Billing
For the Month of October, 1987
----------------------------------------------------------------------------------------
Job No. 5791.00 - Construction Administration and Inspection
Supervising Engi�)eer 10.0 Hrs. @ $ 46.00/Hr. _ $ 460.00
Inspector 27.5 Hrs. @ 34.00/Hr. = 935.00
Total Due: _
1,395.0
Budget: 9 17,46C.O0
Total Billed To Date: $ 10,293_50
DEC. 41987
Ew3it," Alp'p o�Tf.
HORTON DENNIS &CONSULTING
A .S, INC. LFET C A W URM690OTML
--� CONSULTING d Ave. SoRS uth
320 Second Ave. South
Kirkland, WA 98033.6687
o• a of wo
(206) 822.2525 •*+r^* .—
er
TO
vr.�' C t✓iC'L
WE ARE SENDING YOU C,,*ttached Unde' separate cover via_ the following items:
O Shop drawings I Prints _ Plans ❑ Samples ❑ Specifications
O Copy of letter ; Change order i
COPIES DATE No. DESCa1R10N
r
THESE ARE TRANSMITTED as checked below:
L= For approval Approved as submitted L Resubmit---copies for approval
❑ For your use Approved as noted J Submitcopies for distribution
C As requested Returned for corrections O Return corrected prints
For review and comment
C' FOR BIDS DUE.____________19- _____ i_ PRINTS RETURNED AFTER LOAN TO US
REMARKS-
COPY TO_
SIGNED: L,i..
DAILY PROGRESS REPORT
ProjectlC�..���� �d��®v �AGk Schedule Job No. .S
Client Weather
Weather(°�"
Contractor _ y �i..i1 . Supt. Plaee��,
�.�+e�p�►Z.o-s..s-
P ROG RESS:
17
V �caQ c K44cl src�+.u�i oi'--�'Z `',a t .�•i��.s.�,
1 d/' ✓ �" U.TRH•�'.1��-/•-,�."...��/,ram, / .�.dr%.� j�`
`,-� �`L�Suc�C LPi►"r B-�/Lc...+.a'i y/Lrn,c u-tr^lC—[,.Q _. ,�- /�C�'c.�.
OI,Qg..�
EQUIPIA)cNTZN• P PZ�ONNtL:
REMARKS: /4/-
-G-�-e364 7 ail
Distribution
Wh;te - Main Office
r Yellow - Field Office
Pink - Inspector �eegT
DAILY PROGRESS REPORT
Project + , p c c� z, Schedule Job Me.
Client Weather
Contractor Plae•
n PROGRESS:
3 7 / s _ L esF GCS C,Fi
EQUIPMENT h PERSONNEL:
REMARKS: !!!!!
/ yr/2,
Distribution
White - Main Office
Yellow - Field Office
Pink - Inspector
Essismr or ln4 eetor
DAILY PROGRESS REPORT
Project au o co Schedule Job No.
Client 1�42�11
0-,/ weather Date 041
Contractor 1812 -10 &^-f- i Supt. plate
PROGRESS:
one �r ua a� jai-ze..
�4Ca� .ZC�T�.Q p�%t-(Z c1�' CH''�(�-o ��.t cY' �4^Jr-ot-<./.•aK,�X,
0-7 �! �^ln,L bcazd o�iscq
EQUIPMENT k PERSONNEL:
REMARKS:
T n
Distribution
White - Main Office
Yellow - field Office �.
Pink - Inspector NQ j GFUspoeter
DAILY PROGRESS REPORT
Proj..ct,1 roc , r ��2 Schedule Job No. 1� ?
Client (lt/ G Weather :rl�ti, Datai'Itca,/� /
Contractor Supt. . Place -
z5
FROGRESS:
as
q—
s
e v-e-t $
�� tiv�e -�-t-•yJ /a�r,,..{,.�..-,�.. �cc:-�-� :G�e1a.o Bch-�,, _e.-�,ti�;.�
EQUIPMENT Q PERSONNEL: U�e a,�r„r�cam,
REMARKS: �✓Z.n-�0� p �..o �Th� Oturta �6 7� �< �.c,�d
. star- Z�,.e b-•�.►�o f_/�.re.�,�,,�.�.,y,z� v�t Y,ec�—�. ,
�ivzr ir►, . ` +s t as �£/Ln �, q,! �z� /z
Distribution
White - Main Office
r.. Yellow Field Office / }�L•( -
Pink - Inspector Engine" ot Inspector
DAILY PROGRESS REPORT
f�
Project 1/h � r�� ,`*c s4, Schedule Job No.
Client "e—z. Weather R.e,.� N
Contractor . '
�' -' Lz 2"' (E'e,. � Ti Supt._- klo�� / Place
PROGRESS:
et
fig ,
LOUIPMENT It PERSONNEL:
../ Cu'�'.-eG �s- 7�.e-c�I`t. .�tjL�,,,��"Z( �e�j- li..� / � 'S 0 J�"�•
REMARKS:
7�2
Distribution
White - Main Office
Yellow - Field Office t �'
Pink - Inspector .Eagiaeer or Inspector
M__
MORTON DENNIS & ASSOCIA'. 1, INC.
® CONSULTING ENGINEERS
320 Second Ave. South
Kirkland, WA 98033-6687
NO
(206)822.2525 •nr
A{
TO
WE ARE SENDING YOU " Attached i__, Under separate cover via the following items:
L] Shop drawings L] Prints Plans ❑ Samples C_; Specificatinns
n Copy of letter Ll Change order L:.__
COPIES DATE NO. DESCRIPTION _ -
THESE ARE TRANSMITTED as checked below.
❑ For approval L'. Approved as submitted ':; Resubmit copies for epproval
error your use .'-' Approved as noted .: Submit--copies for distrioutiun
❑ As requested Returned for corrections Return___.corrected prints
❑ For review and com.nent ❑
❑ FOR BIDS DUE__ 19____ L PRINTS RETURNED AFTER LOAN TO US
REMARKS -- — —
COPY TO—
SIGNED:
DAILY PROGRESS REPORT
Project/C Schedule Job No.
Client Weather -97
L�
Contractor Supt. a( /�1�s.s Plae*A U.c�_
PROGRESS:
3 z
EQUIPMENT PERSONNEL:
A
�L�f/�/C�—�—ry7�r���l�'�,'LO"�'L�� `��� (/L� �•a� /�G�f�rl—Q � "� ""'
REMARKS:
Distribution
White - Main Office `
Yellow - Field Office4 4
Pink - Inspector 9-.P Q /-/— o or Inspector /
DAILY PROGRESS REPORT
Project Schedule Job No. 794 0
Client G Cry 7�, , weather � kl-"1'11 Data/'. a-3 - 87
r'
Contracw. � Supt. Plaee t.T
PROGRESS: � 40 Q �Yt `J� , O 14'L
ee� �B�S
EQUIPMENT k PERSONNEL: � ~ "'' �p 4.r 3 : It, r/ -y
REMARKS:
'7(
Distribution
.�, White - Main Office
Yellow - Field Office
Pink - Inspector dd 1"Pector
DAILY PROGRESS REPORT
Project ydY, Schedule Job No.
Client .� �_ Weather __ Daa(/)�� t/- '�-81
Contractor wi T ,? Supt. 7f7 Place
`f
PROGRESS: A
�k
�Ozc�t- CrE ;e
EQUIPMENT 4 PERSONNEL:
Oy+1. a.Q Gln a Z 8 7 Cj,�•.T. �. ,pe, „ u� `'�g dfee.v.
REMARKS:�� .
� d,%•t GJ2 �-w� .rti-•-� Dh-e.t. �-�.d��. /��.ta.c�' au
Distribution / 1` 3a
White - Main Office
Yellow - field Office (� 2 !"
Pink - Inspector * o Metor
DAILY PROGRESS REPORT
Schedule Job
Project ? r r)
�l Client Lc�c r(¢. 4. r Weather 'A G, �_„ D�li�a. /� 7
t F
_�.__ f fpa ,c.r Supt. , ..�/ NameContractor �L
PROGRESS: l�Zt{' cl ��-c-" ax �Cf �'1/ 7v X,7"-! 7
EQUIPMENT 4 PERSONNEU
REMARKS:
Distribution
White - Main Office 2
Yellow - Field Office
Pink - Inspector as qe . /
Y
DAILY PROGRESS REPORT
Project t Schedule _ Job No. / c?/• U
Client p /^a„ Weather�i_
Contractor pa, 1� l"y1,�7 Supt. Pltt�/� � l/Liisc�
PROGRESS: Vt-�r*J , y lfCl 47t.'3007
/
zQvn► =T & P& Pta I"n.
cam" 9 71 Sy
ve
-7-
✓ °*-`ekes"-ty �Qe-creE'e -Ko-,��,, � ���F' v-��;:,.Q
RSMA M:
Distributions-� r
` White - Main Offset ^ Lr
Yellow - field Offict,
Pink - Inspector � loetor
Y
HORTON DENNIS 8 I 5, INC. G�]CONSULTINGULTING dC
ENGINEERS E45TL�� ®FF 4�il�laS 017AL
320 Second Ave. South
l Kirkland, WA 98033-6687
JOe NO
(206)822.2525 •TT[ T N
l
TO
WE ARE SENDING YOU IP.'Attachad ❑ Under separate cover via the following items:
Shop drawings ❑ Prittts ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
COPIES DATE NO. I DESCMPTION
/ N
OF
THESE ARE TRANSMITTED as checked below.
For approval Approved as submitted O Resubmit__copies for approval
Korr your use C Approved as noted ❑ Submit copies for distribution
p4s requested Returned for corrections Fl Return---corrected prints
❑ For review and comment
C FOR BIDS DUE. 19 C PRIKIS RETURNED AFTER LOAN TO US
REMARKS_.
uPi TO
J
Sl"Nt D
DAILY PROGRESS REPORT
��.
'roject��s� hodulo Job No. 79f. UO
�` Weather �� cG At Doto�,,t / .y�3./y'8!
Client L ��
Contractor a. _ C d7la L�. suPt• ��� Place4y
PROGRESS:
U �
Its zi Jez7
EQUIPMZNT i PEMNNEL:
.REMARKS: � 2'j I
Distribution
White - Main Office
Yellow - Field Office tics Cc '
Pink - Inspector poetos
DAILY PROGRESS REPORT
Project /� pcc f Schedule Job No. J 7 .U /
Client � J fCF.. Liu _ Weather QQ� �; Dateik
Ccntra.ctor rta. Supt. Qe. Place
PROGRESS: 2,r- ,511e,10PY
f' rc� :[ relit-[�e� Q glib �iT i-tz-rt.�Zc 42.4,oi —
EQUIPMENT & PERSONNEL:
REMARKS:
1'9U'Z4-
Distributi )n /
White - Main Office
Yellow - Field Office
Pink - Inspector 47 p" or
DAILY PROGRESS REPORT
Project 0� L Scheoule Job No. 77
Client `-f 44 Weather �� Late A/ 94 /� G�97
Contractor A'Lo4T L/yGvl Supt. /mod Place
PROGRES,S::,
fs25
� 2s 7 � �
�1�p 37 a 7 G �liatc_
EQUIPMENT k PERSONNEL:
f! z ir
.�-e-z•+�..-v�+r �e-aa-...-..e— .s�.eLe..x-Q-u,•a�- .c.. /.�Gs-2`."��-u.*-Lrl�.c.... .oX.�'.1r
� (v/3
REMARKS: �El
Distribution
White - Main Office
Yellow - field Office '4
Pink - Inspector , ��` Enons v or Inspector
DAILY PROGRESS REPORT
Project/yOva& Schedule Job No._ /, 41 /
Client Weather 4;,), r, / Date
Contractor �g�,,a 6o.-7t Supt. "6'a Place
PROGRFM-.
",C 'Aa�� AAf S GZ 410, Zr � � 3ls
EQUIPMENT & PER3ONAEL:
C.!_c.�,�r-a.G'i`� . !.w` �-d��c�-sd-t._ G�--"� .der-e-L7At..t++s4►"�t..
REMARKS:
/ z,'3a
Distribution
White - Main Office l _
Yellow - field Office dye
Pink - Inspector z0view Ot laeteetor
DAILY PROGRESS REPORT
Project Schedule /� Jot, No.�.1�7W, G/
Client �j��+r�r, Weath-r /jyr Wit , mtg1&...oia-z9 87
Contractor f . _ ��su Supt. Place
PROGRESS:
37/?v 3 8[�
C-ax,e� e7' Paul ..
c-t
EQUIP
MENT Q PERSONNEL:
Gk-- /h-a
d/¢ rmc". Ad—
REMARKS:
Distribution
White - Main Office c�
Yellow - Field Office
Pink - Inspector evr,41r ieapeetor
DAILY PROGRESS REPORT
Psoj cc �f � ca Schedule Sob No. T �• G I
Client Weather M16 � Daa�iil /O- 3o—g7
Conrractor i�J LPis.t7, Supt. _,�j Place
PROGRESS: C>L ,i .^�� f/ —'7 , O 1'(/Jr� _ ur.��c• ! ,�..,
S 711, e"' `T /D •'30 _ /�Ck �.c�
EQUIPM_EENT It PERSONNEL:
REMARKS:
Distribution
White - Main Office
Yellow - Field Office
Pink - Inspector os�eepector
Gelco Grouting Service P.O.BOX 7247
SALEM. OR 97303
TEL. 5031364-1 198
PAY ESTIMATE #5
November 2 1987
Attn: Mr. Robert Eergstran
_City_Df_-Rel1 ton
Public Wurks Department PLEASE PAY ON INVOICE
_2UU—Mill—Ame—South NO STATEMENT ISSUED
Renton, Wf 98U55 unless requested
1987 Sewer Cleaning, '1V 111spectiou & Grouting INVOICE NO.
Gelco Job 1187037
Renton Contract No. CAGUUS-87 TEWS:NET CASH
Work Cmipleted '1'I:rough 11 / 02 / 87
SCHEDULE "A"
01. Sanitary Sewer Flushing-S", 8", 12" 16662 ft @ $ 0.10 I 1661 20
U2. Sanitary Sewer '1V Inspect, 6", 8", 12" 151104_ft @ $ 0.15 2250 60
U3. Swlitary Sewer Joi.nt '1'est-G", 8", 12" 4036 jt @ $ 7.00 28252 00
04 Sanitary Sewer Joint Seal-6", 6" , 12" 2237 it @ $32.00 71584 00
05. Sanitary Sewer Debris Rellove/Lispose 0 ton@ $ 1.UU -0-
UG. Sewer Maldlole Sealing —II ea @ 190.00 -0-
Subtotal "A" 103,752 80
8.11 Sales '1'ax 8,403 98
Total Schedule "A" ( 112,156j 78
SCHEDULE "B"
Ul. Sanitary Sewer Flushing & Root Renoval 5661 ft @ $ 1.UU 5661 00
U2. Sanitary Sewer '1V Inspection 3 eft @ $ 0.6U 1875 00
03. Sanitary Sewer Ruot Treahlent 5661 ft @ $ 1.00 5661 00
04. Sanitary Sewer Joint Sealing 662 ea @ $30.UU 19860 00
Subtotai "B" 33057 00
8.1% Sales '1'ax 2677 62
SCHEDULE 'T" Total.Schedule "B" 35134 62
Ul. Sanitary Sewer Cleaning-6", 8" , 12" 12140 ft @ $ 0.90 10926 00
U2. Sanitary Sewer 'IV Inspection-6", 8", 12"12140 ft @ $ 0.60 7284 00
03. Sanitary Sewer Cleaning-24" 1116 ft @ IS 2.00 2232 00
Subtotal "D" 22442 00
8.1% Sales 1'ax 1655 80
'Total Schedule "D" 22097 80
1U1'AL 1U DAIE: ALL SCHEDULES 169,989 20
LESS PREVIOUS PAYMENI'S _ 158,761 50
I
ill,=IH' DUE SIL227 70
rAmrpot+llgL o5 r.AOE wlnlnl_--_oATSlpl lmwlln uu omFor:rl mw Onromm r m,onr wnnvmi,viEvt
'%EMVTn A UlE r.IlAnal Or 1%POIICENI rtn MO"111 Wlll VI ASIME001r W MAIM oA1 MICE].IN 111E EV6413o11 On
Y:P0111nr111O11141 AW APrFAI n6lnrlm.I l�nm.•.nn..r..................._..._.....-
CITY OF REMTON OELCO GROUTING SERVICE
1987 SE YER CLEANI NO. TV. a AROUTINO PO BUK 1551
SCHEDULE "A" RENT. YR 99032
$TRTUS A5 OF 2 NOV 97
JOB NO. 87037R
ITEM Al. ITEM A2. ITEM A3. AND R4.
M.M. • M.M. • DIAMETER 1---------------CLEANING------------I I-------- --------T.V. INSFLC T------ --------1 I-------- --------JOINTS TESTED RHO
U/S 0/5 INCHES DATE FEET UNIT S AMOUNT DATE REPORT •F4ET UNIT S AMOUNT DATE JTS.TESUNIT S AMOUNT
8115-3 B115 6 22-May 146 $0.10 $14.60 22-Ju1 19RN 146 0.15 $21.90 23-Jul 34 57.00 0238.00
B11S-2 Bll$- I 6 22-May 244 $0.10 $24.40 12-Raq 30PM 244 0.15 t36.60 13-A.p 87 $7.00 5609.Un
8115-1 8115 a 22-May 300 SO.10 "0.00 28-May 1R 300 0.15 $45.00 01-Jun 9.3 tT.00 t6S1.00
B115 8114 9 22-May 24? t0-30 124-70 02-3un 2R 247 0.15 t37.OS 02-Jun 72 sr.OG $SO4.OU
8114-A 9114 6 22-May 96 t0.10 $9.60 22-Ju1 10RN 96 0.15 F14.40 NOT OROUTADLE $7.00 90-00
8114 8113 6 22-May 145 $0.10 f14-50 02-Jun 3R 145 0.15 t21.75 03-Jun 46 iT.00 9322.00
9113 9212 8 22-May 358 t0.10 535.80 03-Jun 4R 358 0.15 t53.T0 29-Jul 111 $7.00 0$33.00
8112 B111 a 22-May 304 00.10 $30.40 03-3un SR 304 0.15 i45.60 OD-Jun 96 57.00 9672.00
8111-6 8111-5 6 03-Jun 480 $0.10 $48.00 27-Ju1 20RN 490 0.15 072.00 28-Ju'. 62 ST.00 t434.00
8131-5 Bltl-4 9 03-Jun 21l $0.10 0121.70 04-Jur. 6R 217 0.15 032.SS OB-Jun 65 $7.00 t455.00
8111-4 8111-3 B 03-Jun 352 $0.10 S35.20 04-Jun TR 352 0.15 052.80 OB-Jun 107 ti.GO fT49.00
a 111-0 n111-2 8 03-3un 250 $0.10 525.00 09-3un OR 250 0.15 $37.50 09-Jun 80 $T.00 $560.00
6111-2 9111-1 8 03-Jun 251 90.10 $25.10 10-3un 9R 251 0.15 137.65 ID-Jun 84 $7.00 5588.00 •
9111-1 B111 9 03-Jur. 250 $U.10 t25.0n 10-Jun 30R 250 0.15 t37.50 15-Jun 91 07.00 t567.00
B111 B110 9 03-Jun 332 $0.10 f33.20 16-Jun 11R 332 0.15 S49.8U 16-Jun 107 $7.00 t749.00
silo Bn34 8 03-Jun TO $0.10 07.00 16-Jan 12R TO 0.35 f10.50 17-Jun 21 $7.00 5147.00
0034 T.03 8 04-Jun 1B7 $0.10 5/8.70 1T-Jan 13R 197 0.15 t28.05 18-Jun 61 *?.Do 642T.00
6033 0032 a 04-Jgn 50 $0.10 S5.00 IT-Jun 14K SO 0.15 t7.50 25-Jun 15 ST.00 t105.00
B32-9 032-8 a 04-Jun 147 $0.10 $14.TU NO RCCESS - PT D/S S 0.35 $0.00 PT NO ACCESS ST.00 •O.00
832-8 932-7 8 04-Jun 375 $0.10 t3T.50 03-Jul 25K 375 0.15 S56.25 ST.00 $0.00
832-7q "`? F 03-Jul 200 $0.10 120.00 30-Ju1 21RN 200 0.15 $30_00 30-Ju1 87 $7.00 $609.00
B32-4A 834-4 8 03-Jul 426 00.10 I42.60 NO ACCESS - GRACE P OR 0.15 00.00 $7.00 $0.00
832-6 032-5 6 09-Jun 242 00.10 $24.20 11-Pup 2SRN 242 O.15 f36.30 12-Au9 110 ST.00 $770.00
032-5 032-4 6 09-3un 296 00.10 t29.60 30-Jul R4 296 0.15 044.40 30-Jol 99 07.00 $613.00
832-4 832-1 6 09-Jun 280 SO.10 $28.00 18-Jun 15R 200 0.15 $42.00 IB-Jun 90 57.00 t630.00
052-5 932-2 6 09-Jun 210 $0.10 121.00 NO rO - DELETED 0_15 t0:00 $7.00 SO.00
832-2 032-1 6 09-dun 200 S0.10 f20.00 OD-Ruq 23RN 200 0.15 $30.00 03-Aaq 62 $7.00 t434.00
832-1 9032 8 23-'Jun 2S6 00.10 f25.60 22-Jun 16R 256 O.SS t38.40 23-Jan 34 $7.00 •59A.00
9032 8031 8 24-Jun 363 $0.10 f36.30 2S-Jun 10R 363 O.IS i54.45 25-Jun 119 ST.00 5833.On
0031 8030 8 03-Jul 312 $0.10 $31.20 03-Jul 30a 312 O.IS $46.90 i7.On $0.00
830-7 830-4 a 10-Jun 196 90.10 $19.60 03-Jul 27K 186 0.15 527.90 ST.00 $0.00
B30-6 B30-5 6 SO-Jun 25S SO.10 t25.50 31-Aug 33RN 255 0.35 t38.25 SEVER OFFSETS 27.00 SO.GO •
830-5 930-4 E 10-Jun 256 00.10 t25.60 03-Jul 26K 256 0.15 $38.40 16-3ul 84 iT.00 $S98.00
830-4 030-1 8 03-Jul 253 t0.10 i2S.30 03-Ja1 28K 253 0.15 $37.95 15-Ju1 81 sr.00 t567.00
830-3 810-2 6 03-Ju1 19T 00.10 $19.70 03-Auq R6 19T 0.15 $29.55 03-Ruq 67 07.00 S609.00
830-2 830-1 6 03-Ju1 238 90.10 523.80 03-0u9 R7 239 0.15 f35.70 04-Ruq ill $7.00 071T-00
830-1 B030 6 O3-Jul S0 50.30 t5.00 03-Jul 29K 50 0.15 57.50 15-Jul 35 $7.00 $105.00
solo 6029 10 OD-Jul 154 96.10 115-40 03-Ju1 31K 354 0.15 t23.10 10-Jul 48 ST.00 0336.00
829-3 829-2 6 03-Jul 100 $0.10 $10.00 DELETE - NO CO O.IS 00.00 $7.00 00.00
829-2 829-1 6 03-Ju1 ISO 00.10 $15.00 DELETE - NO CO 0.15 SO.00 $7.00 f0.00
829-1 802S 6 03-Jul 192 f0.10 518.2n 06-Ruq 26RH 192 0.15 i27.30 UT-Ruq 93 ST.UO tS81.00
P029 8028 10 03-Jul 169 $0.10 tI6.80 03-Ju1 32K 1$9 n.15 f25.20 10-Ju1 S4 17.00 $378.00
828-2 828-1 6 03-Jul 350 $0.10 i35.00 DELETE - NO CO 0-15 l0.00 $7.00 40.00
8020 8 03-3a1 126 60.10 012.60 07-Ayq 27A/6 RN 126 0.15 $16.90 O7-Auq 29 i7.00 5203.00
8029 0027 8 03-Ju1 409 $0.10 $40.80 06-Jul 33K 408 0.15 $61.20 10-Jul 154 $7.00 $138.00
0027 0026 9 03-Jul 302 00.10 $30.20 06-3u1 34K 102 O.IS t45.30 13-Jul 124 $7.00 086B.00
B26-2 026-1 6 03-Jul ISO $0.10 i15.00 DELETED - NO CO 0.1% Sn.00 $7.00 TO.OD
826-1 9026 8 03-Jul 245 $0.10 924.50 04-Ruq 25RM 24S 0.1% 536.75 ROOTS $7.00 $0.00
0026 B025 10 03-Jul 141 $0.10 S14.10 06-Jal 35K 141 0.35 t21.15 14-Jul 45 ST." 031S.00
B25-S 825-0 6 10-Jun 125 90.10 312.SO BROKEN CO 0.15 90.00 07.00 $0.00
P25-4 B2.5-1 6 10-3un ISO t0.10 t15.00 31-Ju1 22PM 15n 0.15 f27-Sn 31-3u1 71 t7.0n f417.00
ITEM A6. SECTION
SEALED-------------------I I------U/S M N SEALED--] AMOUNT
JTS.SEAL -MIT ► AMOUNT DATE UNIT f AMOUNT
29 6o2.00 ►929.00 $0.00 t1.202.SO INCOMPLETE
80 $32.00 t2.560.09 $0.00 93.230.00
45 f32.00 tl,440.00 t0.00 02.166.00
45 f32.00 ►1,440.00 $0.00 02.00f.75
032.00 90.00 t0.00 024.00
26 f32.00 $832.00 t0.00 $1.110.25
119 032.00 03,009.00 $0.00 f4.730.S0
81 s32.00 02.592.00 $0.00 03,340.00
43 $32.00 01,376.00 fO.00 01,930.00
59 032.00 f1.98s.00 ►0.00 f2,l97.25
TO 032.00 02.496.00 to.00 $3.333.00
T1 $32.00 f2.2T2.00 $0.00 62,894.50
SS 032.00 $1,760.00 t0.00 $2,410.TS
69 032.00 02.2U8.00 s0.00 f2,A)T.50
TO f32.00 02,496.00 fD.00 93 ]29.00
12 s32.00 f30 4.DO f0.00 ;546.50
11 $32.00 f352.00 t0.00 s825.is
9 032.00 $208.00 f+3.00 $405.90
$32.00 00.00 t0.00 $14.70
032.00 00.00 90.00 093.75
S4 $32.00 01,729.00 f0.00 02.397.00
032.00 $0.00 $0.00 942.60
76 s32.00 ►i.432.00 ►0.00 $5.262.50
TT 932.00 $2.464.00 f0.00 05.231.00
55 ►32.00 01.760.00 90.00 $2.460.00
$32.00 $0.00 $0.00 f21.06 '
29 f32.00 ►928.00 $0.00 91,412.00
60 $32.00 0I.S20.00 00.00 02.ST2.00
68 t32.00 $2,176.00 $0.00 03.099.75
$32.00 60.00 00.00 079.00
832.0C $0.00 00.00 f46.50 INCOMPLETE
$32.00 00.00 s0.00 s63.75
68 ►32.00 92,1T6.00 s0.00 02.920.00
37 $32.00 01.184.00 00.00 $1.914.25
86 032.00 02.752.00 $0.DO 03.410.25
110 f32.00 f3,520.00 00.00 ►4,356.50
3 $32.00 $96.00 60.00 0213.50
1 f]4.Do 032.00 00.00 0406.50
$32.00 $0.00 00.00 010.00
$32.00 00.00 so.00 f15.00
83 $32.00 02.656.00 f0.00 03,282.50
12 $32.00 0304.00 00.00 9004.00
032.00 00.00 00.00 t3s.00
29 032.00 $920.00 00.00 f1,162.50
20 032.00 0640.00 00.00 •1.600.00
24 932.00 fT68.00 00.DO s1.T11.50
$32.00 00.00 $*.00 tIs.00
$32.00 f0.00 $0.00 $61.25
15 f32.00 0490.00 00.00 0830.2s
032.UO 00.00 00.00 ►12.50
60 t32.00 ►2.I76.00 00.00 t2.7I0.5C
i
CITY OF PENTON u.-LCO OROUrINO SERVICE
198r SEVER CLEANING. TD, B OROUr1NO r0 BOM 1551
SCHEDULE "A" KENr. YR 98032
STATUS AS OF 2 NOU 61
JOB NO. 6705TA
ITEM At. STEM A2. ITFM AJ. AND A.
M.M. 8 M.M. • DIAMFTER 1--------------CLEANING------------I I-------- ------r.u. iNSPEOr--------------1 I-------- -------JOINTS rEs-E0 AND
U/S D/S INCHES 011rE FEFT UNIT 8 AMOUNT DATE REPORT *FEET UNIT 8 AMOUNT 'JArF Jt>-rESUNIT F AMOUNT
8025 8024 10 03-Ju1 245 80.10 824.90 06-Jul J6K 243 0.15 836.4s 14-Jul TB 87.00 9S46.00
032-7 824-7 6 30-Jun 205 00.10 820.50 24-Jun 17R 205 0.15 BJO.TS 24-Jun 64 87 AO 0448.00
824-10 824-6 6 10-Jun 344 00.10 034.40 JI-Aug 32R.N 944 0.19 691.40 SEVER OFFSETS $7.00 80.00
824-9 824-0 6 10-Jun 135 00.10 8I9.S0 04-Aug 24RH 195 O.1S 820.25 04-Rug 4 07.00 $28.00
824-8 824-r 0 10-Jun 194 $0.10 $15.40 ]O--Jun RS 154 O.Is 623.10 31-Jul 46 8r.00 $322.00
824-7 924-6 9 !O-Jun 200 80.10 820.90 01-Jul 190 208 0.15 831.20 Or-Ju1 67 87.00 0461.00
924-6 B24-4 8 10-Jun 207 $0.10 820.T0 O]-Jul 21K 207 O.Is 871.05 OT-Jul 65 87.00 8455.00
A24-5 824-4 6 10-Jun 242 $0.10 $24.20 1%-Poly 28RN 242 0.15 036.30 SEVER OFFSETS 07.00 00.00
B24-4 B24-2 a 10-Jun 352 $0.10 875.20 03-Jul 22M 752 0.15 852.A0 08-Jul 113 8T.00 1791.00
024-� 824-2 6 10-Jun ]DO $0.10 030.00 19-Au9 31RN 500 0.15 645.00 20-Aug Ila 87.00 frr0.00
824-2 024-1 8 OD-Jul 360 $0.10 876.00 OD-Jul 25K 360 0.15 054.00 08-Jul 116 or.00 $012 00
824-1 0024 a 09-Jul 251 00.10 82S.10 03-JC. 24K 251 0.IS $37.65 09-Jul BQ 87.00 *574.00
A139-4 A190-3 8 27-Jul ADS $0.10 840.50 28-3u1 R1 405 0.25 860.r5 29-Jul 104 87.00 8r28.00
A138-1 A139-2 a 27-Jul 270 00.10 $27.00 28-Jul R2 278 O.IS 041.70 20-Jul 70 07.00 $410.00
R139-2 A139-1 A 27-Jul 284 00.10 $28.40 28-Jul RJ 264 0.1E 042.60 29-Jul 71 87.00 - •491.00
M1l6-2 R06-1 A 06-Aun 345 $0.10 854.50 06-Ru9 R10 345 O.IS "1.r5 Or-Rug 03 67.00 $501.00
A"6-1 AI36 B 05-Rug 354 00.10 833.40 OS-Ru9 R9 394 0.15 850.10 05-Rug Q i7.00 0901.00
R177 AI36 10 OS-Rug 240 00.10 024.90 OS-Aug RB 243 0.1S E96.45 05-Ru9 33 87.00 6931.00
TOTAL AMOUNT 01,466.20 $2,250.60 822.2E2.00
UNITS COMPLETED 16602 15004 4056
•
ITEM A:,. SECTION
SEALED-------------..--__-i i------U/S M M :EALEO--1 AMOUNT
3 TS.SEAL UNIT S AMOUNT DATE UNIT S AMOUNT
9 032.00 $209.00 $0.00 8A94.Y5
59 032.00 $1,809.00 90.00 $2,387.25
ON2.00 SO.00 00.00 *A6.00
4 032.00 $129.00 00.00 f1A9.T5
41 032.00 $1,512.00 SO.00 01,672_50
13 032.00 8416.00 $0.00 8937.00
11 53-00 0352.00 SO.00 8858.75
032.00 00.00 $0.00 $60.50
46 032.00 S1.472.00 50.00 82.351.00
110 5-32.00 S>.520.00 SO.00 S4.]65.00
27 832.00 4064.00 50.00 S1.766.00
20 832.00 8640.00 $0.00 81.276.95
2 832.00 $64.00 SO.00 8893.25
4 832.O0 8128.00 $0.00 868r.50
1 $32.00 •32.00 00.00 8600.00
0 032.00 $0.00 00.00 0667.25
4 932.00 $128.00 30.70 $792.50
1 832.00 53,00 SO.00 8323.75 `
6-03.752.00
9T1.564.00 00.00 8103.7S2_80
2237
CITY OF RENTON OELCO GROUTING SERVIC�E
1187 SEDER CLEANING. TV 6 OROUTINO PO BO% ROUT
SCHEDULE '•B" lost
%FNT. WA ]2
STATUS AS OFt 2 NOV BT
JOB NO. 070n T8
ITEM •1 ITEM t2 ITEM 6] ITEM tq
NH 6 nM • DIR i-----� CLEANING --------- --T.V. MONITOR--- � ;�----- ROOT "WIT----------��----_JOINT SEALING -------1
U!S A2S LOC.I N. DATE FEET uNiTv01.00 AMOUNT DATE REPORTFEET ixtrT f AMOUNT DATE FEET UNIT f AMOUNT DATE t OFUR(TS AMOUNT
R255 p25q 25 f iT-Jul 429 11.00 0429.00 06-0et too 429 &CM.,SO 4257.40 12-Aug 429 01.00 $429.00 19-Oct 102 190.00 03,060.00
E046 E045 31 9 29-Ju1 243 01.00 f243.00 29-S6p to 245 0115.00 Oq-Rup 29! f1.00 32q].00 f]O.DO SO.Go
E04S E044 ]t a 29-Jul 36S t1.00 9365.00 29-S6p 70 36S SCM.M60 f219.00 Dq-Rup ]65 $1.00 f765.F0 f70.00 SO.00
E043 E042 ]1 @ 29-JU1 350 $1.00 f350.00 t0.160 00.00 OA-Rup 350 f1.00 f]SO.00 110.00 00.00
E042 E041 ]1 B !O-Jul 270 t1.00 $270.00 f0.-i0 00.00 04-pup 390 01.00 f390.00 130.00 00.00
Etool0g2 E040 !1 B ]0-Jul 205 91.00 02T0.00 fC,.,6O f0.00 Oq-Rup 270 f1.00 f270.00 fl0.00 00.00
DISI 0151 !t 6 !0-Jul 241 61.00 t205.D0 SO.M30 f0.00 OA-Rup 205 f1,.00 0205.00 t)O.00 00.00
D 153-2 DIS 1-1 19 6 20-Jul !ql f1.00 t]g1.0O t1-Sep qL-p ]ql fC'.-40 020q.60 12-Pup 541 $%.00 f]g1.00 ll-s6p 118 *".00 f7.5g0.00
0151-1 DI51 iB G 2B-Jul 260 81.00 t260.D0 22-56p A u 172 tL...60 020].20 12-At., 260 f1.00 $260.00 t]O.00 00.00
DISC 014E 21 6 23-Jul SIS 01.00 f115.00 22-56p 7L 115 fCM.M60 069.00 12-Rup 215 01.00 f11S.00 2�-S6p 49 610.00 f1.440.00
DISC 01g4 2t 6 2]-Jul 47 f1.00 0 7.00 22-Sep 6L 4 fca.30 t29.20 12-0up 47 01.00 sqT.00 2l-56p SB f]0.00 f5gU.00
0140 0147 21 6 2!-Jul IT9 01.00 f1g7.00 23-56p BL 167 fC4130 f90.20 12-Rup 147 t1.00 f2g7 AO 24-56p ST 830.00 01,710.00
D147 Clot 21 6 23-Jul iT9 f1.00 t179.00 2]-Sp 9L 17% f0.60 f107.40 12-pup 17S $1.00 tiT9.00 29-56p !] t]O.DO f2.T90.00
01g7 D1g6 21 ;+ 2!-Jul 121 f3.00 0122.00 OB-Get IOL 122 fCM.60 07].20 l2-Rup IT-2 f1.00 i12:.'.00 Otl-Oct qi f]0.00 f1.230.00
D9@-T D9@-1 13 6 28-Ju1 242 01.00 $242.00 M9 accost 6t 99-7 f0.6O i0.00 11-Rup 242 $1.00 f242.00 t30.00 $0.00 •
D97-3 OST-2 4 6 29-Ju1 IB] f1.CO $183.00 09-0, 13L I" $O.SO $109.80 'I-Aug 183 $1.0U f1B].00 09-O c! i2 i70.00 f2.160.00
D97-2 097-1 4 6 28-Jul 142 01.00 $142.00 1]-O-a 12L 142 *E..60 f91.8U 31-Rup 1c! i1.00 1t5].00 1]-0c! 60 f]0.00 $1,900.00
09i-1 09T q 6 29-JUI 1q2 t1.00 i3g2.00 13-6et DL 1q2 l0.60 t05.20 11-Rup 1 2 01.00 $142.00 14-Oct U! 0l0.00 fl.S9O.00
8101-1 8101 1 10 12-Rug 300 91.00 $300.00 t0.60 $0.00 12-Aug 300 01.00 i300.00 f3
0.00 $0.00
B:--] BZS-2 21 6 20-Jol 16T $1.00 f16T.O0 O@-56p 3L 16T SC460 f100.20 06-Rug 167 fl.O0 tt67.00 t]0.00 t0.D0
825-2 925-1 29 6 20-Jul 25] t1.0U f25=.U4 Ot-56p 2L 25] fD.60 015t.80 06-Rup 253 81.00 $253.00 i]O.00 $0.00
825-1 802S 29 6 20-Jul 400 01.00 0400.00 0@--S.p A u 67 sv.60 $40.20 OG-Aug 400 $1.00 $400.00 1_•0.00 f0.00
8113 6112 29A @ 20-Ju1 350 $1.00 f359.00 f]O.OU $0.00
20-Ju1 ]SB f1.00 f758.00 830.00 00.00
TOTAL AMOUNT i5.s61.0O 01,975.00 f5.661.0� 19@60
UNITS COMPLETED 5661 3125 5661 662
TOTAL AMOUNT f]].057.Ott
•
Y
�M
I
t
4-
CITY OF PENTON OELCO OROUtt NO SERVICE '
1997 SEWER rLERNINO. TY, a oROUTINO PO sox ISS1
SCHEDULE "0" KENT. WA 980]2
STHTl15 AS OF 2 Nov 97
JOB NO. 870370
ITEM Di. ITEM 02. IifM O]. S[C TI ON
M.M. • M.M. • OI pMETERI______________CLERMING------------I-------- --------
F.V. INSPECT ----------1 1--------------CLEAN,Aq_--_---__-,_AMOUNT
U/SC92 0!5 INCHES DATE FEET UNIT i AMOUNT DATE REPORT • FEET UNIT i AMOUNT DATE F[[F UNIT f AMOUNT
C92 C91 f0 26-May 291 f0.90 $252.%0 26-May 20 281 00.60 $169.60 02.00 $0.00 i421.50
C93 COS 10 26-May 287 90.90 $259.30 26-May 10 207 00.60 $02.20 $2.00 $0.00 9430.50
C90 C99 10 29-May ]02 20.90 $271.00 20-May 30 302 $0.60 0191.20 $2.00 00.00 04S3.00
COS-2 C99-1 0 20 May 20 0.90 s2 00.00
61.00 20-May 120 260 00.G0 f156.00 02.00 $0.00 s]90.00
C99-1 C89 8 28-May 29 9
0 0.9O i261.00 2O-May 310 290 s0.60 s1N.00 $2.00 s0.00 s43S.00
C09 Cgs 12 29-May 297 00.90 0267.]O 29-May 40 297 90.60 f178.20 82.00 $0.00
$0.00 l4 . 0
C89-2 COO-1 8 28-May 104 SO-SO $93.60 20-May 100-140 104 $0.60 062.40 t0.00
COO-I Cos 8 28-May 281 00.90 i252.90 28-May 90 281 t0.60 t169.60 $2.00 •0.00 tg21.50
C99 COT 12 29-May 305 $0.90 i274.SO 28-May SO-170 so% $0.60 8103.00 i2.00 i0.D0 f4S7.50
COT-2 C87-1 9 29-May 264 t0.9n 0237.60 20-May 90 2614 00.60 41158.40 so.00
C97-1 COT 9 29-May 208 00.90 0259.20 2R-May TO 2011 t0.60 11T2.80 02.0 $0.0.00 #396&432.00
COT COG 12 28-May 233 fU.9O f2C3.70 28-May 60-160 2]] 00.60 11D9.80 sI00 00.00 i]t0.
49.50
50
014-5 814-4 12 20--Jun 232 00.90 $208.80 29-Jun 200 232 00.60 *159.20 t0.00
02.00 $0.00 0341, 00
814-4 814-] 12 26-Jun 34r So.90 $312.30 29-Jun 190 347 00.60 *208.20 i2.00 t0.00 t520.50
014-3 814-2 12 28-J.n 124 00.90 4111.60 29-Jun IGO 124 00.60 $74.40 $2.00 $0.00 f186.50
014-2 014-1 12 29-Jun 98 so.90 s79.20 02-Jul 210 BB 00.60 i52.00 $ 00 i0.00 $106.00
914-1 814 12 28-May 247 $0.90 $222.30 02-Jul 220 247 SO.60 *140.20 $2.00 00.00 f]70.00
814 014-A 12 26-May 24T $0.90 222.3 02-Jul 2]0 247 00.60 i140.20 0370.50 qUE STIC
Dis-5 DIS-4 9 19-Jun 211 1n.90 $199.90 02-Jul 2T0 211 00.60 0126.60 i2.00 00.00 0316.50
815-4 015-3 9 IS-Jun TT -90 SC9.50 02-Jul 260 77 $0.60 046.20 f2.00 00.00 f115.S0
01S-2 915-1 9 19-Jun 1]] i0.90 t119.70 02-Jul 240 133 $0.60 $79.00 815-I sis 6 19-Jun J l2.00 00.00 0199.50?] 00.a0 f]]5.70 02-Jul 2SO ]7] 00.60 022].90 f2.00 00.00 0559.50
1 -q 81]-S 16
0 00.60 $0.00 29 u M
-Jn 22] s2.00 06.00 s446.00 ESTI MRT
913
9 -] 6' -1]-2 MI3-1 i91]-f 81] 19 16 s0.Go 00.00 29-
00.60 $0.00 29-J.n ]SS l2.00 i 70.On fS,0.00 EST!MAT
$0.60 00.00 29-Jun 1" l2.00 0360.00 $368.00 EStIMRT
SSA SS2 0 11-Aug 254 l0.90 229.4 00-Sap too 2S5 00.40 f1S3.00 l2.00 **.Do i392.50
SS2 SS] 0 11-Auq 54 lO.90 40.6 OB-Sop 200 54 $0.60 032.40 02.00 80.00 i91.00
554 SSS
SS] SS4 9 11-pup ITS i0.90 IST.5 OB-Sap 300 17S $0.60 i105.00 l2.00 s0.00 f262.S0
0 11-Ruq ]OS iO.90 274.E OB-S.p 400 ]OS 00.60 i163.00 l2.00 00.00 045T.50
SSS SSG 0 i1-Ruq 3si $0.90 31S.9 30-Sap Sao 3S1 00.60 f21u.e0 $2.00 00.00 0S26.50
SSG SS7 0 11-Ru9 372 l0.90 ]]4.6 to-San 606 372 $0.60 f223.20 $2.00 00.00 SSS9.00
SS? SS9 9 11-Ruq 573 t0.90 S35.7 10-S•p TOO ST] 00.60 s]4].AO $2.00 00.00 t9S9.S0
SSO SS9 0 11-Ruq ]]1 f0.9U 29T.9 10-Sap Sao ]]1 $0.60 0198.60 l2.00 $0.00 s496.S0
SS9 SS10 9 11-Ru9 330 00.90 297 10-Sap loop ]]0 00.60 $198.00 l2.00 $0.00 049S.00
S310 SS11 0 12-F.uq 9S i0.90 8S.5 30-Sap 1100 95 00.60 Ssr.00 02.00 00.00 i142.50
SS" 5513-1 12 12-Aug 114 t0.90 102.6 16-Sa0 1200 114 $0.60 $60.40 $2.00 $0.00 f171.00 .
SS13-1 SS13-2 It 12-Aug 120 00.90 115.2 16-Sep 13/1400 "0 00.60 s76.60 i2.00 f0.00 f192.00
SS13-2 SS13-3 1t 12-Auq 29] 00.90 263.7 IS-S.P 15/1600 29] •0.60 f17S.00 i2.00 $0.Da fq]3.50
SS1]-] SS14 12 12-Auq 247 00.90 222.3 16-5ap 17/1800 247 f0.6o f148.20 i2.00 00.00 0]T 0.50
SSIS 5516 12 12-Auq ]08 t0.90 2T7.2 16-Sa0 1900 300 $0.60 f104.A0 i2.00 00.00 037 .U0
5515 SS 1G 12 12-Auq 160 00.90 161.2 16-Se0 2000 168 00.60 f100.00 $2.00 $0.00 i2S2.00
5516 SSIT 12 12-Auq 549 $0.90 494,1 I6-Sep 2100 5.19 00.60 s]29.40 $2.00 $0.00 s82].50
SSIT SS1?-1 12 12-Rap 7T $0.90 69.3 28 Sep 228 77 00.60 046.20 $2.00 00.00 0115.50
5417-1 SS IT -2 12 12-Pup 27T $0.90 249.3 26-Sap 218 27? $0.60 $166.20 92.00 $0.00 0415.50
SS17-2 SS1T-3 12 12-Ru9 2T9 00.90 251.1 20-Sap Z48 2T9 SO.6o f167.40 $2.00 00.00 04 3.50
SS37-I SS:O 12 32-Auq 263 t0.90 256.7 28-5ap 2S8 263 s0.6q siS7.80 $2.00 00.00 $394.50
Ssis SS19 12 12-Auq 52 t0.90 45.8 28-Sap 268 S2 00.60 t31.20 02.00 $0.00 sTO.00
SS19 SS20 12 12-Ru9 I" s0.90 it O.T 26-Sap 278 123 00.60 473.90 $2.00 $0.00 0104.50
SSW2 SSW] 9 lO-R.1q SS 10.9n 49.5 29-Sap 10 SS $0.60 033.00 i2.00 i0.00 i02.50
SSW] SSN4 O to-Rug T4 $0.90 66.6 28-Sap 20 74 00.60 $44.40 82.00 $0.00 $111.00
SSW4 SSW5 8 f0-Pup 398 $0.90 5S8.2 28-Sap 36 ]9O $0.60 $239.90
SSus SSW6 8 fO-Ruq 400 f0.90 360 28-Sap 4B 400 00.60 i240.00 2.00 •0.00 0600.00$
SSW6 SSW? 9 10-pup 19] 00.90 173.7 20-Sap 5o 193 00.60 f11S.00 2.0U f0.00 f00.00
SS0 SS9-1 9 11-Ruq 30 90.90 27 10-Sap AGO ]o $0.60 $19.00 02.00 $0.00 9299.S0
02.00 to.00 f45.00
TOTAL AMOUNT *10.926.00 f720400 t20.Ig2.00
UNITS COMP1.EtED 12140 12140 . . S11i s2.2]2.00 020.442.00
TOTAL DOLLARS . 020.442.00
NS
ED FOOTAGE
ED FOOTAGE
ED FOOTMOF
ED FOOTAG. .
Gelco Grouting Service P.O. BOX 7217
SALEM, OR 97303
TEL. 5031364-1 198
PAY ESTIMATE #5
November 2
Atttl: Mr. Robert Bergstrou
_Ci.ty_of_Ren tcn
Public Works Deparbleut PLEASE PAY ON INVOICE
_ZUU__KiLLAve—South NO STATEMENT ISSUED
Renton, WA 98U55 unless requestr
1987 Sewer ._eaning, '1V lllspection 6 Grouting INVOICE NO.
Gelco Job 11371037
Renton Contract Io. CAGU05-67 TEnMg:NEr CASH
Work CoiNpieted 'llu-ough 11 / 02 / 87
SOIEDULE "A"
01. Sanitary Sewer f'lusldng-6% 8", 12" 16662 ft @ $ 0.10 1661 20
U2. Sanitary Sewer '1V Inspect, 6", 8" , 121, 15004 ft @ $ 0.15 2250 60
0J. Sanitary Sewer Joint Test-6", 8% 12" 1036_jt @ $ 7.00 28252 00
04 SaI11Lary Sewer Joint Ceal-6", 6% 12" 2237 it @ S32.00 71584 00
05. Sanitary Sewer Debris Relllcve/Dispose 0 —ton@ $ 1.UU -0-
U6. Sewer Malillole Sealing ^S-=ea @ 190.00 -0-
-� I
Subtotal "A" 103,752 80
8.11 Sales ':ax 8,403 98
. Otai Schedule "A" 112,15 78
SCIIEDUL6 "B"
Ul. Sanitary Sewer Fiushing 6 Root Removal 5661 ft @ $ 1.UU 5661 00
U2. Sanitary Sewer 1V Inspection 312`. ft @ $ 0.60 1875 00
03, Sanitary Sewer Root Treatment 5661 ft @ $ 1.00 5661 00
U4. Sanitary Sewer Joint Sealing 662 ea @ $30.00 19860 00
Subtotal "B" 33057 00
6.1% Sales 'rax 2677 62
SCIIBDULE "D" 1otal.Schedrl.e "B" 135734 62
U1. Sanitary Sewer Cleaning-6" , 811 , 12" 12140 ft @ $ 0.90 10926 00 +
02. Sanitary Sewer TV Inspection-6% 8", 12" 12140 ft @ $ 0.60 7284 00
03. Sallitar, Sewer Cleaning-24" 1116 ft @ $ 2.00 2232 00
Subtotal "D" 22442 00
8.11 Sales Tax 1655 80
'Total Schedule "D" 22097 SU
I
'IUI'AL '10 DATE: PALL SCHEDULES 1 169,989 20
LESS PREVIOUS PAYP7E171'S _ 158,761 50
171JUITF UUE $11,227 70
f"W"I F04�.DF I,EOF will",___-pnv 9l nl tDl»Irn lUE DAl F O+InvT6 pOCO•.tff F 1pll of w�M1�wlryrylEVFn
M EAPOIn A INE SllAnnE O1 I R PipfFti 1 PF11 MQ1.111 W Ill 0i NllFl9FOOII Il11PNp pAl AIICFl.IN 11:f EVENT IVII OII
�011011lllfl l1011ln Ally APPFAI 111rom nnu 1vnnn..n.n....u.-................--.._.
E- -
.., r(TON DENNIS & ASSOCIATES, INC.
320 Second Avenue South
Krkiand, Washington 98033-6887
(206) 822-2525
July 1-1, 1987
Invoice No. 5791.--
CITY OF RE TON
Public Works Department
Municipal Building
200 Mill Avenue South
Renton, Washington 98055
Attention: Mr. Bob Bergstrom
Professional Services: Kennydale Sewer Construction
Inspection and Asbuilts
Progress Billiug
For the Months of say 1987 through June 1987
5791.00 - Construction Inspection
Project Manager 2.0 Hrs. C $ 58.00/Hr. e $ 116.00
Supervising Engineer 59.5 Hrs. @ 46.00/Hr. - 2,737.00
Inepe(tor
137.0 Hrs. @ 34.00/Hr. 4,058.00
$ 7,511.00
Sub-T,)tal:
'.50
Reprcluctiona
$ 7,512.50
Total:
BUDGET: $ 9,160.00
TOTAL, BILLED TO DATE: $ 7,512.50
P�ly � ll�Gthe� '��! ocx✓i5. 9 �j�l�
aw-
1 lor I)cnnis csociales, /nc.
Consulting /.ngineers
July 9, 1987
Mr. Richard Grant
Grant Construction
1420 NW Gilman Boulevard
Suite 2853
Issaquah, WA 98027
SUBJECT: CITY O� RENTON
KENNYDALE SEWER IMPROVEMENTS
NEEDED RESTORATION
Deter Mr. Grant:
Following yojr summer shutdown dated June 20th, 1987, the restoration
of several construction sites completed in early June have not teen
adequately gestured. We consider six weeks to to a reasonable period
for full restoration of each site including trees, shrubbery lawns,
f3nces, pavement, sidewalks etc. as described in Section, 1-1j7.16,
Protection and Restoration of Property, found or. pages 11 and 12 of the
Supplemertal Specifications.
Per the specifications, please replace all shrubbery or trees destroyed
or damaged during construction. For disturbed lawn areas, the: original
sod shall be carefully replaced following trench backfill operations.
If a healthy grass cover is not restored within six weeks, the original
sod shall be removed and replaced with new grass sod as soon as possible.
Please meet with Mr. Gary Young at 3115 Mt. View Avenue No-*h (Phone
251-2464) as soon as possible to correct and finalize the fence. )rubbery,
and lawn damage done during construction on June 1, 1981 .
Sincerely,
HOORRTON DENNIS 8 ASSOCIATES, INC.
`A
Alan E. Meyers, P.E.
Project Engineer
:Ca
c• Mr. Bo` Bergstrom, P.E. , City Engine r
City of Renton --
320 Second Avenue South, I:irklend, Washington 98033-6687 0 Phone 822-2525
llor(orr Ocnnis &Associates, Inc.
Consulting Engineers
July 8, 1967
Mr. Richard Grant
Grant Construction
1420 N.W. Gilman Et3ulevard. Suite 265S
Issaquah, Washington 90027
SECT: CITY OF RENfh7J
kENNYDALE SEWSt IPFR(NIZ EN S
SUMMER FR %UI)0W4 _—
Dear Mr. Grant:
As discussed earlier, we hereby Grant you a sunnier shutdown for a
period of approximately 90 days effective June 20th, 198,. The reason
for the shutdown is the h_3h water level in Lake Washington which makes
the installation of some of the sidesewer plug valves difficult and
hazardous both to the Contractor and to Fzxo - of the private bulkhead
walls and rockeries. You have agreed to cleanup and restore all
disturbed sites during thus shutdown period.
Please admit all outstanding claims for extra work and materials
to us by July 15th, 19E7 for processing.
Please give us and the City of Fenton seven (7) days written
notice of the date you plan to resume work:. When you resume work, you
will havt 65 working clays left to complete the project. Erefore
starting woe- in the fall at 36r]7 Lake Washington Ebulevard, (home with
the concrete patio) please arrange a meeting with us and the owner. Mr.
Jay Deeds (Ftxne: 77.'-2175).
Sincerely,
hURTLN D04\iIS & ASDCIATES, IW..
740-
Alan E. Meyers, F.E.
Project Engineer
AEN:ca
,' cc: i•a-. Ebb @ergstrom. P.E.. City Engineer
JUL 6 1887
ENGMRWa OM.
CITY of KNTDN
320 Second Avenue South, Kirkland, Washington 98033-tSti87 0 Phone 822-2525
NORTON DENNIS • ASSOCIATES, INC.
320 Second Avenue South
Kirkland, Washington 9 -OW
(2.W) 822-2525
June 30, 1987
Invoice No. 5483.00
CITY OF RUTON
Public Works Department
Minicipal Building
200 Mill Avenue South
Renton, Washington 98055
Attention: Mr. Bob Bergstrom
Professional Services: Lake Washington/KennyQ. ' + .anit.iry Saver Stedy.
. Asbuilting n v. Field (A a+ iva 8rw.r Line
under Lake U-vbiai ia.
. Notice to Prn�ert7 ()wa*T
{ . Collected Exietlrs inform im
. Completed Hydre.alic Ftvdy.
. Completed Report t., :ity.
l . Coordinating with Gelco Side Sever Locations.
. Prepare Plana and Specl.ficatinns for
Bidding for Side Sever Valves.
Progress Billing
For the Month of January, 1987 through May, 1987
LUMP SUM AGREEMENT: $ 20,175.00
TOTAL COMPLETE TO DATE (99XZ $ 19,973. 25
i
LESS PRIOR BILLING 95X 19,166.25
TOTAL DUES / $ ... 807.00 1
b12� r►- �3 7��c� y �l�ua�/�z • �l'� 35GS�? '�bb7�
INTEROFFICE CORRESPONDENCE
Date June 4, 1987
TO; Bob Bergstrom, Engineering; Supervisor
FROM; Maxine E. Motor, City Clerk
SUBJECT; CAG-063-85, Adden. H2-87 - HORTON DENNIS & ASSOC. , INC. - Consultant -
Lake Washington/Kennydale Sar,itary Sewer
Study
-------------------------------------------------------------------------------
a We return herewith fully executed document(s) , as above-
captioned, copy of which we have retained for our official
public records. Copies should be forwarded to
Horton Dennis & Associates, Inc.
and the other for your file.
Pursuant to your memo of we return herewith
document(s) , as above-captioned, which have been signed by
City Officials and need to be forwarded for further execution
by
We return herewith recorded document(sl , as above-captioned,
c, if which we have retained for our official public records.
, should be forwarded to appropriate parties and retained
as r -ssary for your files.
Please file a fully executed copy with the City Clerk's office
for our permanent records when received.
Thank you.
MEMAW/ gn
cc:
Enclosures ( 3)
CAG-063-85,
Adden. #2-87
AMENDMENT NO. 2
TO
SANITARY SEWER STUDY PROJECT
KENNYDALE SEWER - LAKE WASHINGTON
LAKE FRONT COLLECTION SEWER
CONTRACT DATED AUGUST 12, 1985
This Amendment modifies the original Contract dated August 12, 1985, by and
between the City of Renton, Washington, and Horton Dennis 6 Associates, Inc. ,
to include the tasks listed on the attached Exhibit "A" (Detailed Cost Estimate)
and Exhibit "B" (Detailed Scope of Work) of this Amendment.
The payment for work on this Contract is hereby increased as listed below:
Original Lump Sum Amount $16,126.00
Plus Amendment No. 1 4.049.O3
Plus Amendment No. 2 11,926.00
Revised Not To Exceed (Without Prior
Authorization) Contract Amount $32,101.00
IN 6IT.NESS WHEREOF, the Pa. es hereto have executed this Amendment No. 2 as
of the 3t9C day of _ y��y_, 1987.
,�� CITY OF RENTON
By' �V YS� -g -
Mayor Pro tem
ATTEST: p
City Clerk
HORTON DENNIS 6 ASSOCIATES, INC.
Sys el
a R. Yos44�, T�rs�-pidntDate
Horton Dennis &Associates, Inc. • Consutring Engineers 0 Kirkland, Washington
CAG-063-85,
Adden. ,12-37
EXHIBIT "A"
AMENDMENT NO 2
"0
SANITARY SEWER STUDY PROJECT
KENNYDALE SEWER - LAKE WASHING,'ON
LAKE FRONT COLLECTION SEWER
TASK A:
Half-time construction, inspection for an estimated construction period
of 50 working days.
Inspection @ 4 Hours Per Day:
Senior Engineer 16 Hrs @ $43.00/hr $ be8.00
Project Engineer 4 Hrs @ $52.00/hr 208.00
Total Cost Estimate Per Week $ 896.0�
Times 10 Weeks x to
Subtotal Estimated Inspection Cost $ 8,0:0.00
Direct Costs 200.00
TOTAL ESTIMATED INSPECTION COST - TASK A
NOT TO EXCEED (Without Prior Authorization) $ 9,160.00
TASK B:
Complete As-Built Details of each sewer improvement as follows:
Collect field measurements during Inspections $ N/C
Prepare 38 Details on 3 Plan Sheets
Project Engineer 4 Hrs @ $52.00/hr $ 208.00
Senior Engineer 16 Hrs @ $43.00/hr 688.00
Draftsman 60 Hrs @ $29.50/hr 1,770.00
D'rect Costs 100.00
TOTAL ESTIMATED COST - TASK B
NOT TO EXCEED (Without P-ior Authorization) $ 2,766.kJ
GRAND TOTAL ESTIMATED COST - TASKS A 6 B $11,926.00
Morton Dennis & Associates, Inc. • Consulting Engineers • Kirkland, Washington
CnC-063 35,
Adden. ?�.-87
EXHIBIT "B"
EXTRA WORF
SUPPLEMENTAL, AGREEMENT 01-87
TO
KENNYDALE LAKE FRONT SEWER LINE
A. NATURE OF EXTRA WORK
To provide half-time construction inspection services for an estimLted 50 working
day period for 38 separate improvements to the Kennydale Lake Front Sewer Flush
Station and side sewers. Also to provide the City with As-Built Drawings of
each improvement.
B. SCOPE OF EXTRA WORK
1. Attend the Pre-Construction Meeting. .
2. Visit construction site each working day, Monday through 'ay
3. Keep a bound, written Inspection Log on daily weat_he. conditions,
progress, problems, discussions with Contractor, etc.
4. Take construction photographs as required.
5. Write Field Orders as required to clarify or correct Contractor's
interpretation of the Project Documents.
6. Verify that all materials used and installations are pear Project Plans
and Specifications.
7. Determine where payment for Extra Excavation is justified.
8. Prepare Change Orders and Progress Pay Estimates as required.
9. Check for proper Clean-up and Rsstoration of each construction site.
Prepare Final Punchlist as required.
10. Complete a final project inspection with the City and Contractor as
required.
11. Prepare As-Built Drawing of each construction site.
C. CONSTRUCTION CRITERIA
Per Project Contract Documents including six Plan Sheet3, Bid Contract and
Specifications.
D. PAYMENT
Payment for the Extra Work accomplished shall be c-. a Time and Materials basis
Not To Exceed (NTE) (Wit'iout Prior Authorization) Eleven Thousand Nine hundred
Twenty-Six Dollars ($11,926.00). If the construction period exceeds 50 working
days, the $11,926.00 Amount may have to he increased to cover Additional
Inspection and Construction Administration Services.
IN WITNESS WHEREOF, the Parties hereto have a cuted this Supplemental Agreement
to the KENNYDALE SEWER PROJECT or Extra W,--
l f �
By: �% B- � /i `i! Byt 2
Thomas W. Trimm, Mayor Pro tem ten R. Yo ida, President
City of: Renton HORTON D IS 5 A OCIATES, INC.
Principals �! 7 p
Dale: X<-ot,t� 1j67 Datet 0
ATTEST:
,'e,.
Maxine E. Motor, CMC, City Clerk
Horton Dennis & Associates, Inc. 0 Consulting Engineers • Kirkland, Washington
CAG-063-85,
Adden. .'12-87
.gMENDMENT NO. 2
TO
SANITARY SEWER STUDY PROJECT
KENNYDALE SEWER - LAKE WASHINGTON
LAKE FRONT COLLECTION SEWEI,
CONTRACT DATED AUGUST 12, 1985
This Amendment modifies th- original Contract dated August 12, 1985, by and
between the City of Renton, Washington, and Horton Dennis & Associates, inc. ,
- . to include the tasks listed on the attached Exhibit "A" (Detailed Cost Estimate)
and Exhibit "B" (Detailed Scope of Work) of this Amendment.
The payment for work on this Contract is hereby increased as listed below:
Original Lump Sum Amount $16,126.00
Plus Amendment No. 1 4,049.00
Plus Amendment No. 2 11,926.00
Revised Not To Exceed (Without Prior
Authorization) Contract Amount $321101.00
IN WITNESS WHEREOF, the Par es hereto have executed this Amendment N3. 2 as
of the &&d day of , 1987.
CITY OF PENT`ON
By:
Mayor Fro tern
ATTEST:
City Clerk
HORTON tiLNNiS & )CIATES, INC.
By, /4"
Ken K. Yoel da, Y esi nt
Dater
Horton Dennis & Associates, Inc. • Consult ,nd, Washington
e
CAG-063-85,
Adden. +^2-87
EXHIBIT "A"
AMENDMENT NO 2
TO
SANITARY SEWER STUDY PROJECT
KENNYDALE SEWER - LAKE WASHINGTON
LAKE FRONT COLLECTION SEWER
TASK A:
Half-time construction inspection for an estimated construction period
of 50 working days.
Inspection @ 4 Hours Per Day:
Senior Engineer 16 Hra @ $43.00/hr $ 688.00
Project Engineer 4 Hrs @ $52.00/hr 208.00
Total Cost Estimate Per Week $ 896.00
Times 10 Weeks x 10
Subtotal Estimated Inspection Cost $ 8,960.00
Direct Costs 200.00
TOTAL ESTIMATED INSPECTION COST - TASK A
NOT TO EXCEED (Without Prior Authorization) $ 9,160.00
TASK B:
Complete As-Built Details of each sewer improvement as follows:
Collect field measurements during Inspectio- a $ N/C
Prepare 33 Details on 3 Plan Sheets
Project Engineer 4 Mrs @ $52.00/hi $ 208.00
Senior Engineer 16 4rs @ $43.00/hr 688.00
Draftsman 60 Mrs @ $29.50/hr 1,770.00
Direct Gn9ta 100.00
TOTAL ESTIMATED COST - TASK B
NOT TO EXCEED (Without Prior Authorization) $ 2,766.00
GRAND TOTAL ESTIMATED COST - TASKS A 6 B $11,926.00
Horton Dennis &Associates, Inc. a Consulting Engineers 9 Kirkland, Washington
CAG-063-85,
Adden. 4i2-67
EXHIBIT "B"
EXTRA WORK
SUPPLEMENTAL AGREEMENT #1-87
TO
KENNYDALE LAKE FRONT SEWER LINE
A. NATURE OF EXTRA WORK
To provide half-time construction inspection services for an estimated 50 working
day period for 38 separate improvements to the Kennydale Lake Front Sewer Flush
Station and side sewers. Also to provide the City with As-Built Drawings of
each improvement.
B. SCOPE OF EXTRA WORK
l Attend the Pre-Construction Meeting.
2. Visit construction site each wotrting day, Monday through Friday
3. Keep a bound, written Inspection Log on daily weather conditions,
progress, problems, discussions with Contractor, etc.
4. Take construction photographs as required.
5. Write Field Orders as required to clar�.fy or correct Contractor's
interpretation of the Project Documents.
6. Verify that all materials used and installations are per Project Plans
and Specifications.
7. Determine where payment for Extra Excavation is justified.
B. Prepare Change Orders and Progress Pay Estimates as required.
9. Check for proper Clean-up and Restoration of each construction site.
Prepare Final Punchli-t as required.
10. Complete a final project inspection with the ;.icy and Cont._. tor as
required.
11. Prepare As-Built Drawing of each construction site.
C. CONSTRUCTION CRITERIA
Per Project Contract Documents including six Plan Sheets, Bid Contract and
Specifications.
D. PAYMENT
Payment for the Extra Work accomplished shall be on a Time and Materials hasis
I:ot To Exceed (NTE) (Without Prior Authorization) Eleven Thousand Nine hundred
Twenty-Six Dollars ($11 ,926.O0). If the construction period exceeds 50 working
days, the $:1,926.00 amount may have to be increased to cover Additional
Inspection and Construction Administration Services.
IN WITNESS WHEREOF, the :arties hereto have executed this Supplemental Agreerent
to -.ne KENNYLALE SEWER PROJECT for Extra Work. /
BY: By:
Thomas W. Trimm, Mayor Pro .em en K. Yos ida, President
Zity c. Renton HORTON 1 IS >& SSOCIATES, INC.
Principal
Date: , ,e- .3 /JV7 Date:
ATTEST; s
Maxine F., Motor, CMC- C.ty Clerk
Norton Dennis &c Assocotes, Inc. + Consulting Engineers 9 .Cirkland. Washington
MEMORANDUM
To �N .s"; "" �cti Date 8
From
`"ubject A pr
.- all&A c� e �.S =l uW�w _� i a
CERTIFICATION BY GENERAL CONTRACTOR
ref: Payment of Prevailing Wages
to be submitted to City with each Progress Payment Request
DATE:_
PROJECT enriZ e c5ewev- r 2r-odC N 3 CAC No.
This is to certify that the prevailing wages have been paid to our employees
and our subcontractors' employees for the month of AV,, /J$?'
in accoreance with the Intents to Pay Prevailing Wage fi d with the
Washington State Department of Labor & Industries.
H� •� iO�J
Company Name j
UY
Title
,
n
DA,rr: June 1, 1987
To: FINANCE DIRCpOR Sheet 2 of 2
)'HOW PUBLIC WORKS DIREC1'0Il
SUILICCT: PROGRErn PAYMCNT
CONTRACTOR:—Grant Construction ESTIMATE NO. 1
CnM'ItACT NO. CAG 007-87 PRLvrCT: KENNYDALE SEWER IMPROVEMENTS
1. CONTRACTOR PARNINCS TOTS ESTIMATE $ 16,571.82
SALES TAX e 9.1% 1,242.32 _
1. TOM. CONTRACT AMOUNT 1111S I:STIKIA'rE S 17-914. 1,4__
4. EARNINGS PREVIOUSLY PAID COWNUCTOR $ -G-
S. •RARNINCS PUE CONTRACTOR THIS ESTIMATE s 15,743.23_
A. SURTWAL - CONTRACTOR MYIIEM $15,713.23
7. RETAINACC ON PREVIOUS CARNINGS S _-0-
8. +• RCTIINACE ON EARNINGS THIS '.STIMAIT 528.59
9. SURToTAL - RETAINAGE $ 828.59
IU. SALES TAX PREVIOUSLY PAID $=0-
11. SALES TAX DUI: TIIS CSTIN I'L _1,342.32
II. SUBTOTAL - SALES TAX S__?42 32___,
•(95t x Lime 1) CRANO TOTAL S17 914,+4
"RETAINAGC: 5% _--
FINANCE DEPARTMENT ACTION:
PAYMENT TO CONTRACTOR (Lines 5 and 11):
ACCT. / 42:J000/.5, 596.38.65. 19 - $ 17,085.55 _/ t
ACCT. / _ $ -
ACCT. / $
ACCT. I $
ACCT. / $
RETAINED AMDHNT (Line 0):
ACCT. 1 421/000/15.596.38.65. 19 S 828.59
ACCT. I
ACCT. I S I
ACCT. I
ACCT. I
CHARTER 1IS. LAWS OF 1966 TOTAL THIS ESTIMATE S_2,914.14
CITY OF nENTON CERTIFICATION �6
t w met+.cllto M umo,cl v or
rtwu., ,w, at w.,uw.t ....w rw lulw,lty.me
fIwS411lIo1Mo CII m1 UNY JJt,,
A I,u Sl. N oYw,(o
41�1y IYO,w, fM( .W I. p{y µp yyf4,
oYl•a,IW�tN.wtl IW PIY 01 Ilrhtl.40„MI I Ia:
.�n..wsn w w,w,wn<c am m tuc<wt
CITY jF RENTON • DEPARTMEN i OF ENGINEERING
i�� ,• MUNICIPAL BUILDIN3, 200 MILL AVF. SOUTH, RENTON. WA. 90O55e 235.2631
r
~1� PROJECT KENNYOALE FMLR IMPROVEMENTS
PROGRESS PAYMFNT agTJMATE NO. 3 -
Contract No. CAG 00741 Contracmr Grant Construction -
Closing Dole 5/27/87__$heetLoll
II Eat. PREVIOUS TOTAL THIS ESTIMATE TOT nL T DATE
Def criry;mn Unit Unit Price O
otr. oty. nn,o..nt Otr. nmw„m err. ammont
_1. SCIIEp1LE 'A'
IbhiliEation LS 0.01 -
2. Flush Station Alterations LS O,000.00 -
0. Sewer Pig Access II
Vault and Piping LS 3.000.00 -
4. Clean-out Cover Restraint EA 1.180.00 4
S. Add Plug Valve and Retainer
Glands EA 1,554.00 27 5 f 6,216.00v S f 6,216.00-
6. Cut-in Plul, Valve on
Side Sever FA 1,576.00 5 1 1.576.00 1 1,576.00
7 Supply Extra 6' Plug Valves EA 27LOC G
8. Relocate Existing 4` Side Serer LF 0.01 S00
9. Extra Excavation . CY 0.01 40
Materials in Storage:
07 Plug Valves and Accessories G1 287.2- 07 07 $10,479.14 07 $10.479.14
]Deduct Valves Used for this I ,
Period EA 280.22 161 [ 1.699.321 [61 [ 1.699.321
TOTALS
'OOS Paid Until Full Re,toration
Is Complete
I
i
DATE:: June 1, 1987
TO: FINANCE DIRECTOR Sheet 2 of 2
FROM: PUBLIC WORKS UIIICrUR
SUBJECT: PROGRESS PAYMENT
cowwcT : Grant Construction T:svwn: No. 1
CONTACT NO, CAG 007-87 PROJicr: KENNYDALE SEWER IMPROVEMENTS
1, COTTRACTOR EARNINGS TIIIS ESTIMATE s 16,571.82
2. SALES TAX P 8.11 _1,342,32
3. TOTAL CONTRACT AMOUNT I111S F.STI141Tr: S12 JIL14_
A. EARNINGS PREVIOUSLY PAID CONTRACTOR S -V-
5. •r:ARNINGS IRIF CONTRACT011 THIS ESTIMATE S 15,743.23
6. SUBTOTAL - CONTRACTOR PAYMENTS $15,743.23
7. RETAINAGE ON PREVIOUS EARNINGS s_ -O-
B. +• RETAINAGE ON EARNINGS THIS ESTIMATE 828.59
9. SUBTorAL - RETAINAGE $ 828.59
10. SALES TAX PREVIOUSLY PAID
11. SALES TAX DUE 1111S ESTIMK;_ 1,342.32
12. SUBTOTAL - SALES TAX s 1,342.32
•(951 x Line 1) GRAND TOTAL $17.914.14
"RETAINAGE: 51
FINANCE DEPARTMENT ACTION:
PAYMENT TO CONTRACTOR (Lilies 5 and 11):
ACCT. 1 421/000/15.596.38.65.19 $ 17,085.55
ACCT. I S
ACCT. 1 $ I_
ACCT. I $ f_
ACCT. I S /_
RETAINED AMOUNT (Line 8):
ACCT. 1 _ 421/000/15.596.38.65.19 $ 828.59 f1_
ACCT. I S i_
ACCT. I , $ I_
ACCT. I S 1_
ACCT. 0 $ I_
CHARTER 118. LAWS OF 1966 TOTAL THIS ESTIMATE S 17,914.14
CITY OF RENTON i.[TIFIC.ATION a
l Mf 1SC<,Ifllm Cp NIxV<1 M Alpll AYYM1 01 10
1U,A, I.YV ..{ WI(1y.,4 WN tl1V I.wM{Ilp
flwKta 11[1q.�[O Cf MI W0.AIWM1MO Y OWIY,:O
nNi- uq wl Irl (lAY1 r.arar. 0u1 wq u-rup
OtlaW.4 ,uwar w an a •u1Nf tlo 111I.1 W
wnddp q.yMM41a Mq ra.m q NO(<�I}(M-�—1
ANY �C c
CITY OF RENTON • DEPARTMENT OF ENGINEERING
r • MUNICIPAL BUILDING, 200 MILL AVE. SOUTH, RENTON. WA. 96O55. 235-2631
INV PROJECT KENNYDALE SEWER IMPROVEMENTS PROGRESS PAYMENT ESTIMATE NO. 1
Contract No. CAG 007-87 Contractor Grant Construction Closing Date L 7/87_ Sheet 1 of 2
Est PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE
INo Description Unit !Unit Price Qty. Qty, Amount Qty. Amount Qty. Amount
SCHEDULE "A"
Mobilization LS O.C1 -
2. Flush Station Alterations LS 3,000.00
i
3. Sewer Pig Access
Vault and Piping LS 3,000.00 -
4. Clean-out Cover Restraint EA 1,180.00 4
5. Add Plug Valve and Retainer
Glands EA 1,554.00 27 5 $ 6,216.00* 5 $ 6,216.00*
6. Cut-in Plug Valve on
Side Sewer EA 1,576.00 5 I 1 1,576.00 1 1,576.00
• Supply Extra 6" Plug Valves EA 275.00 6
Relocate Existing 4" Side Sewer LF 0.01 500
9. Extra ation CY 0.01 40
Materials in Storage:
37 Plug Valves and Accessories EA 283.22 ( 37 37 $10,479. 14 37 I$10,479. 14
Deduct Valves Used for this
Period EA 283.22 (6] [ 1,699.32] [6] �[ 1,699.32]
� I
TOIALS I I 16,571.82_ $16,571.82
*80% Paid Until Full Restoration
is Complete
i
I �
CITY OF RENTON 40 DEPARTMENT OF ENGINEERING
• .A • MUNICIPAL BUILDING, 200 MILL AVE. SOUTH, RENTON. WA. 98055. 235-2631
PROJECT KENNYDALt SEWER IMPROVEMENTS PROGRESS PAYMENT ESTIMATE NO.1—
Cexttraa t No. CAG 007-87 Contractor GRANT CONSTRUCTION _ Closing Date T Sheet of a
PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE
INo.j Description Unit Unit Price Qty Qty Amount Qty. Amount Qly Amount
SCHEDULE "A"
Mobilization LS 0.01 -
2. Flush Station Alterations LS 3,000.00 -
3. Sewer Pig Access
Vault and Piping LS 3,000.00 -
4. Clean-out Cover Restraint EA 1 ,180.00 4
5. Add Plug Valve and Retainer tr
Glands EA 1 ,554.00 27 S" �0'•?/10,00
6. Cut-in Plug Valve on /�'76 ��
Side Sewer EA 1 ,576.00 5
Supply Extra 6" Plug Valves EA 275.00 6 I
8. Relocate Existing 4" Side Sewer I LF O.0i 500
,
9. Extra Excavation CY 0.01 40
/Ylateri4 �s /n I-%rOra e ,'—A ..283.,42 37 37 1 479..2$ 37 /0g79aS
37 P/It V/a�✓es vn
he eS_-3Orie_s
V4�✓cs use �iQ .183,?? < 6> </em-3t
Ow T�iS Period d
7Dra(S
o � ./ C �
/2,J ! -11 I
s �
I
I i
i
DATE: &--/- 87
TO: FINANCE DIRECTOR
FROM: PUBLIC WORKS UIRECI"OR
SUBJECT: PROGRESS PAYMENT
CONTRACTOR:GRANT CONSTRUCTION ESTIMATE No. _
CONTRACT NO. CAG 007-87 PRLVErr: KENNYOALE SEWER IMPROVEMENTS
1. CONTRACTOR EARNINGS THIS ESTIMATE j S
). SALES TAX P 8.1% /— 1.
3. TOTAL CONTRACT AMOUNT THIS ESTIMATE j
4. EARNINGS PRCVIOUSLY PAID CONTRACTOR j
S. *EARNINGS DUE CONTRACTOR TII1S ESTIMATF. j f 43.34
6. SUBTOTAL - CONTRACTOR PAYMENTS j
7. RETAINAGE ON PREVIOUS EARNINGS j__Q__
8.•* RETAINACE Oi, EARNINGS TillsfJ
ESTIMATE .22f .40 p
9. SUBTOTAL - RETAINAGC
10. SALES TAX PREVIOUSLY PAID f —0 —
11. SALL'.S 1'AA DUE MRS ESTIMATE /34g.3,3
12• SUBTOTAL - SALES TAX j 33
•(95Y x Line 1) GRAND TOTAL j
"RETAINACE: 5E
FINANCE DEPARTMENT ACTION:
PAYMENT TO CONTRACTOR (Lines 5 and 11):
ACCT. / 4 1/Q 0/15 596 3FI 65 1 f
ACCT. f 4 f Y
ACCT. i �_ f
ACCT. Y f
ACCT. I j —/—•
RETAINED AMOUNT (Line 8)•/ ✓ '—'
ACCT. I 42�/�7 I ,SyC,3fyco5 f F1.2g �oDYL
ACCT. / _- f
ACCT. I
ACCT. I _ f
ACCT. I
CHARTER fie, LAWS OF 198E TOTAL THIS ESTIMATE f /79Z,¢.,17
CITY OF RENTON CERTICiCATION
ro IWm army acts ny..n o� '
t1n+.+c M• M{ WI(11LV) W{e NIr 1Y114bp. Mt '���,
t{wrCU il�p{11{0 P M{1AM011/4gMIW N OYGofp
F1{�R /.MO nMl lti (lAy{ Y 1 ytl. Y.ty W,tp -
W4Gtrol1
W 1QIOC p W I1M1GA�i[YI�t RI{MG OYl
fib
J
DArr: June 1, 1987
TO: FINANCE 01112CTOR Sheet 2 of 2
11101: PUBLIC WORKS DIRECTOII
SUBJECT: PROGRESS PAYMENT
CONTRAC'OII: Grant Construction I:STIATR No. 1 _
ZOWITAC•f NO. CAG 007-87 PuaJrCr: KENNYDALF. SEWER IMPROVEMENTS
1. CONT^,ACTOR EARNINGS TIIIS ESTIMATE f 16,571.82
2. SALES TAX B O,1T 1.342.32
3. TOTAL CONTRACT AIIOUNT MIS ESTIMATE
A. fAHNINCs PREVIOUSLY PAID CONTRACTOR $ -0- _
S. 'EARNINGS WE CONTRACTOR TlItS ESTIMATE S 15,743_23
6, SUBTOTAL - CONTRACTOR PAYMENTS $15,743.23 _
7. Rf,TA1NAGE ON PREVIOUS EARNINGS $ -0-
8. +• RETAINACE ON EARNINGS TIIS ESTIMATE 828.59
9. SUBTOTAL - Ril•AINACE S 828.59
10. SALES TAX PREVIOUSLY PAID $_=- _
11. SALES TAX DUI: 1111S ESTIMATE: _1,342.32 _
12. sumoTAL - SAL1'3 TAX S 1,342.32
•(95% a Line 1) CRAND TOTAL 317,914.14
"RETAINAGE: 5%
rINANCE_DrPARTMENT ACTION:
PAYMENT TO CONTRACTOR (Lines 5 and 11):
ACCT. I __421/000/15,596.38.65. 19 $ 17,085.55 r_
ACCT. I $
ACCT. I $
ACCT. I $
ACCT. 0 j --�—
RETAINED AMOUNT (Line 0):
ACCT. I _ 421/000/15.596.38.65. 19 _ f 828.59 I
ACCT. i _ S I__
ACCT. I $ I
ACCT. i $ I_
ACCT. I $
CHAnTER 116. LAWS OF 1986 TOTAL THIS ESTIMATE S 17,914.14
CITY OF RENTON CERTIFICATION A
{ M{IMD.W."w 1.11.flM Dxvl.nwn o,
MIJ.., FNt M(WIUIy.J 1y.M Mt4 IW.Iry.1p, M[
I,INIfU RdMO C.MI{ 'y MMl,.NID N DYWMD
nlM+a ua rwl !M RAu r I. u{, Dul wI,U wN.o
a�( .✓F .WA{t M! OI,D1 IIWItY4 Mp IINI I/y
wYMy{l N WII�IIG,!{W tYIY,ID MO CW,
L �t1c� L .
Kennydale Lake Front Repairs Consultants 5--442 2+
A
CITY jf RENTON • DEPARTMEiY 1 01- ENGINEERING
a • MUNICIPA„ BUILDING, 200 MILL AVE. SOUTH, RENTON. WA. 90055a 205-213381
7A N1��
PROJECT KINNYDALE SEVER IMPROVEMENTS PROGRESS PAYMENT ESTIMATE NO.I
Contract No. CAG 007.87 _ Contractor Grant Construction
C IObnQ Date.S/21/87_Sheel loll
Iter, Eat, PREVIOVS TOTAL THI$ ESTIMATE TOTAL TO DATE
No. Deac riplion Unit Unit Price --
QtY. U1Y. Anr.unl QIY. Amount UIY. Anwynl
1. SCHEDULE 'A'
Robi l ization LS 0.01
2. Flush Station Alterations LS 3.000.00 -
l. Serer Pig Access
Vault and Piping LS 3,000.00 -
4. Clean-out Cover Restraint EA 1,180.00 4
S. Add Plug Valve and Retainer
Glands EA 1.554.00 27 5 i 6.216.00' S S 6.216.00-
6, Cut-in Plug Valve on
Side Serer [A 1.576.00 5 1 1.576.00 1 1.576.00
7. Supply Extra 6- Plug Valves EA 275.00 6
8. Relocate Existing 4' Side Serer LF 0.01 SOD
9. Extra Excavation Cy 0.01 40
tta terials in Storage:
07 Plug Valves and Accessories EA 287.22 07 07 $10.479,14 07 $10.479.I4
Deduct Valves Used for this
Period FA 280.22 [6] [ 1.699.32] [6] [ 1.699.]2]
TOTALS
'80% Paid Until Full Restoration
is Cnnplete
atA
DAILY PROGRESS REPORT
ProjoetQ.sQ�.�+t vc^�»�,$chedule �✓ '/J�� .fv $ 3
n (� _ ,., / Job No.
Client /' ., li+s Weather gyp- e-4.4f Deteyod
Contractor f.s.+,-.l ft Supt. AS�C +.T Pluel`
PROGRESS:
QA� ,� U�
EQUIPMENT 4 PERSONNEL:
"f' . .�. .
UJistrihution
White - Main Office
Yellow - Field Office
Pink - Inspector i re r 1mopeetor
DAILY PROGRESS REPORT
opro3e51¢N t ai C 9.cGt�r, - Sched,;le _5��.�J Job No. -5�tI.3
Client weather A)a, Datefl�s 1p"•2 —,
Contractor � � 6,0- > Supt. , t,.a place s c is f.
PROGRESS:
fJ
EOUIPMENT k PERSONNEL: �� � M✓ a
REMARKS:
0JiWhite tion L ,
White - Main Office
Yellow - Field Office •`` `�"�"`� .», S
Pink - Inspector X*StttW or I spactor
DAILY PROGRESS REPORT
Protec . Schedula J — / S Job No, ,Fy1a
jH
Client d�'si.� Weather
Contractor Supt. Placr(�r Pa.
PROGRESS: -`cr Lea - czZ j>' A M
1?J
C l
z-
���..�7.�,Pu,��zh-•�.�..� .z� mar �.0 M.� ��
EQUIPMENT k PERSONNEL:
C, I --I2 .33 (2d'�tr e� jet�Q cs-1 3 L3;f
6 o C Z�y 7 <v, d� �t C / � t✓f/-10
REMARKS:
''��''t-e!P .�-*L luau-T-•vet... • ��tr-�t.ec .ft.�t,t,� y•r
lJistribution
+
V White - Main Office
Yellow - Field Officer
Pink - Inspector
DAILY PROGRESS REPORT
n
Project Schedule Job No.
Client Weather Dat* L-3
Contractor Supt. Place
k/
'A30 *7 PROGRESS:
n
EQUIPMENT k PERSONNEL:
0 17
REMARKS:
1 oistribution
White - Main Office "—
Yellow - Field Office
Pink - Inspector os or �}�etoe
DAILY PROGRESS REPORT
\, Project,, a,,,�,• hedule Sob No. g
Client e.. /n"
Contractor cln,g1 supt.
7r 3233
PROGRESS: av e�crs /swq rt �-: U.
DH
Of rA.
EouipMENT k PERSONNEL: A
REMARKS:
- Distribution
White - Main Office
Yellow - field Office
Pink - Inspector Inspoctor
OF RE
PUBLIC WORKS DEPARTMENT z
DESIGN/UTILITY ENGINEERING 0 235-2631 i0 r{L $
MUNICIPAL BUILDING 200 MILL AVE.$O. RENTON.WASH.99055 pR Po
?tO $EPloW
TO: NM t • 5
ATTN: / {"e/S
GENTLEMEN:
ME ARE SDOING YOU J( ATTACFEO a UNDER SEPARATE COVER VIA THE FOLLOWING; ITEMS:
a SHOP ORAWINfS o PRINTS o REPRODUCIBLE PLANS a SPECIFICATIONS
o COPY OF LETTEP o
)ATE NUMBER DE I
� ' an ' .r
a47,i
o .
J/ *0 l~KCIr .�w,•s.v. 1
do
Al
' ,. w C5 — Sf . arYM 5 M r s
THESE ARE TRANSMITTED AS CHECKED BELOW:
o FOR APPROVAL o APPROVED AS SUBMITTED o RESUBMIIT _ COPIES FOR APPROVAL
q FOR YOUR USE o APPROVED AS NOTED O SUBMIT COPIES FOR DISTRIBUTION
q AS REQUESTED o RETURNED FOR CORRECTIONS O RETURN CORRECTED PRINTS
o FOR REVIEW AND COMMENT o O PRINTS RETURNED AFTER LOAN TO US
COPIES T0: SIGNED
TITLE
IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY LIS AT ONCE
�..�1. CITY OF :NTON • DEPARTMENT C ENGINEERING
,a 0MUNICIPAL BUILDING. 200 MILL AVE. SOUTH, RENTON. WA. 90055a 235-2631
PROJECT x NNYDALE SEWER 1MPROVEMLNTS PROGRESS PAYMENT ESTIMATE NO, 1
Contract No. CAG 0074I Contractor Grant Construction
E:IOAnB Date 5/27/87_Shnt.l_ol y'
Ewt PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE
I Dwacnptlon Unit Unit Pace Qly. Qty. Amount Qty Amount Qly Amount
1. SCHEDULE "A"
Mobilization LS 0.01 -
2. Flush Station Alterations LS 3.000.00 -
3. Sewer Pig Access
Vault and Piping LS 3,0DO.00 -
A. Clean-out Cover Restraint EA 1,180.00 A
S. Add Plug Valve and Retainer
Glands EA 1.554.00 27 5 $ 6,216.00• 5 S 6.216.00-
6. Cut-in Plug Valve on
Side Sewer EA 1,576.00 5 1 1,576.00 I 1 1.576.00
7. Supply Extra 6- Plug Valves EA 275.00 6
8, Relocate Existing 4" Side Sewer LF 0.01 500
9. Extra Excavation CY O.01 40
Materials in Storage:
37 Plug Valves and Accessories EA 283.22 37 37 $10.479,28 37 $10,479.28
Deduct Valves Used 'or this
Period EA 253.22 f61 f 1.699.361 [61 f 1,699.34]
TOTALS S;5T1T6— — 5 i6�T1 9/
•00% Paid Until Full Restoration
is Complete
DA'N: June 1, 1987
TO: FINANCE DIRLCIOR Sheet 2 of 2
FROM: PUBLIC WORKS DINECIU11
SUB.IECT: PROGRESS PAYMENT
CONTRACTOR: Grant Construction ESTIMATL NO. 1
CONTRACT NO. CAG 007.87 PRo.mer: KENNYDALE SEWER IMPROVEMENTS
I. CONTRACTOR EARNINGS 1111S ESTIMATE S 16,571.94
2. SALES TAX a R.1"
T. TOTAL CONTRACT AMOUNT 1111% ESTIMATE s 17.91C27
A. EARNINGS PREVIOUSLY PAID coN"rRACIOR
S. •I'ARNiNGS 111111 CONTRACTOR TiuS ESTIMATE S 151743
6. SUBTOTAL - CONTRACTOR PAYMENTS S 15,743;34
7. RF.'I'AINAGE ON PREVIOUS EARNINGS $ -0-
8. "• RETAINAGE ON EARNINGS THIS ESTIMATE.
9• si10'I'O'rAL - RI—A1NAGE $ 828.60
10. SALES TAX PREVIOUSLY PAID $ -0-
11. SALES TAX DUE 111IS ESTIMA'I'L _1_342_33
12. sumarAL - SAI.ES TAX s 1,342.33
"(95". x Line 1) GRAND TOTAL s17,914.27
"•RETAINAGE: 5! a
FINANCE DEPARTMENT ACTION:
PAYMENT TO CONTRACTOR (Lines 5 and 1)):
ACCT. r _421/000/15.596. 38.65. 19 _ S 17,085.67
ACCT. N _ $
ACCT. N $
ACCT. I S
ACCT. / — 1
RETAINED AMOUNT (Line 8):
ACCT. / 421/000 15. 596.38.65. 19 $ 828.60
ACCT. 1
ACCT. ! S �`
ACCT. 1 S /—
ACCT. / $
CHARTER 118. LAWS OF t966 _TOTAL THIS ESTIMATE $
CITY OF RENTON CERTIFICATION
w..au•n, .wr.R ,or
rW*, nu. w,r.nwu w,n rw ruw.+fn. ,r.e
f1�KU 1,1lIMO C.M IyLY R.1UWN y OYpW l0
r.ry1. wO I.,a,
�'N4i,"4Y .p/.r,\r 1W P1, W .MNR MO RMI y1
W^,ill, rO WwM4.,\Yro Uttm R MO<,Ml
M,to
G.r YY��/ '� �l? I"�.�f V'^�� / ron� � .. .. • /✓"*..q �F .�t'6✓ rr -.� "'�''K+✓�Mr.�t
DAILY PROGRESS REPORT
Pro�ect>rida.SOWeI- Tggr,yt'mr,7 Schedule S' Af 0 Job No. JIB 3
Client !f . Ty 0.t4 /Qey7,oy Weather 7
Contraetor6i-&,97F CI'r.T Supt. jofiX i e9e-p„T Pl&C%e-,V$*.,r/nda -50ve s
�" T�� ��-- ����yy ,,�� 3oca 19r, bier✓
PROGRESS: �Nw�ate �� �r�t te�ta7� Y.•9 /H < « / /l+E.-�ttsu rt ✓�' 'v .' 3U�/�J
6 " -eAAA- .4f L� C
r c�� ice- � .� �..%►�-�/,,.L. �.R-.�' ��.-�-E-�-�,
EQUIPMENT k PERSONNEL:
i�°-�i�lt.r -1�cr...(�.rP C�.r...�irz,• - kE1tLaYt1+
1
MAY 2 8 1987
R1 MAAKS: ENGINEERING DEPT
CITY OF RENTON
illy u a° BAtl/ a,?"
1Jistribution v
White - Main Office
Yellow - Field Office Cd•`Z>� cGA[atea
Pink - Inspector
A/ t lKtOt
TaAILY PROGRESS REPORT
Prolect5AdC �Sa w 4e&; jj ru r".Schedule S—/S8 Job No.
Client Rt•rtvn weather do./ �9' Data�f S-/9 B2_
Contractor Supt. &jati GrpgT Plat:84 wo/i% S�n
PROGRESS:
844.A-� ,, - a C� p, A y► ��s.,21i.F.�..0 w,...(•
+t om 3.00 '! i '` �+.Z .?rfleJG=�.rr �,'. S�.t-t�'.� d,
f r✓rtcteief r + i4.. � , �-.c-e•..a..�-�'•�•�^-z ae...- �`""
EQUIPMENT k PE NNEL:3
REMARKS:
aT
( .Jistribution
�./ White - Main Office
Yellow - Field Office
Pink - Inspector 15rrSltttaor ot Inspector
ca
DAILY PROGRESS REPORT
�"Projset5,de Ssrvsi Tom+ tvran rr r6Schedule Job No. S` $ 3
Client L'� ;f ,4 of iQrr77sn Weather L4-JOrwa - Gt/•r,2r - Datek. dr 20 -87
Contractor- ran c 137 Supt. tr'iah 6rC7.17 PlaC6vfx"6/¢ Sfax
PROGRESS:
' C�zc�/ •-L- B/�/s7,
ee
,T. k/ �,� 6 01- yr ,L.,a.F,,,a r.t �. V
P vc_ r�/"�".�. .
EQUI.IJ NT E E2�
REMARKS:
'� .ter+► G 4.l' u
t Distribution
l,J White - Main Office
9ellow - field Offices
Pink - Inspector Amomwev or Inepector
�. 6
4
G
� I
DAILY PROGRESS REPORT
r-.Schedule
T—
Client ; t /Qar,rgn Weather ,_'ij�ar — tt�/ar �. Date /Iur S- zr 9
Contractor 3A,,T w r L�.h� s r Supt. _-A &I 1;- ren>
ZF4 7? r l/iecJ
PROGRESS:
/f��-L- ��e. :� q o 3 ��•;:, - . Zd .max.-z..� �9a�, .��yA-�C%1' �,�,
-
�
EQUIPMENT & PERSONNEL:
,fa.t eed,,,., a,.,a
/OkAa 01 Cam. c�L �,.t e/te�' oz.� ro k, �"'� or
p D
C
Distribution
\.✓ White - Main Office /
Yellow - Field Office C L�
Pink - Inspector ! r Inspector
DAILY PROGRESS REPORT
i
Project5k/e$�kei �p�tuer++ear Schedule S—/,sa Job No. SV 3
Client Weather Q/dy Data Fri S-Z2 g7
Contractor �-/-y,�7' Noeyt Supt. Ifiefi r ran7 Plae�ven�
1
PROGRESS:
I641-�d X t� lfe.�.E
EQUIPAAENT k PERSONNEL:
,&r Z...Q /ftC.e'wLd-' t6" /S . .�CL• �,R. WP'v0 .L�'F •'� plc-Ei.q. il...A-�'i
�Jistribut on
White - Main Office
Yellow - Fi?ld Office
Pink - Inspector prInapeetor
OF RF
� �1T
PUBLIC WORKS DEPARTMENT
i RICHARD C. HOUGHTON • DIRECTOR
n0 + MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON,WASH.98055
'P.
SEPTEoO�-
Pam.
206 235-2569
9,rfO
BARBA Y, SHINPOCH
MAYOR
MEMORANDUM
DATE: May 15, 1987
TO: Larry Warren, City Attorney
FROM: Richard Houghton, Public Works Director
SU83ECT: PUBLIC WORKS CONTRACT for KENNYDALE LAKE FRONT SANITARY
SEWER - Richard Grant Construction
Please review the attrched contract signed by Grant Construction. This
contract is ready for Mayor and City Clerk execution,
The contractors affirmative action plan is on file in the Department of
Public Works office.
Your review and approval is requested. Please return this contract original .
10.5.14,REB:mf
Attachment
OF R�
o PUBLIC WORKS DEPARTMENT
_ RICHARD C. HOUGHTON • DIRECTOR
?o & MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON,WASH. 98055
94 4 2C6 235-2569
09,TE0 SEPTE�O�P
BARBARA Y. SHIIJPOCH
MAYOR
MEMORANDUM
DATE: May 13, 1987
TO: Larry Warren, City Attorney
FROM: Richard Houghton, Public Works Director
SUBJECT: PROFESSIONAL SERVICES CONTRACT CRC 063-85
Kennydale Lake Front Sewer, Addendum 112-87
Attached please find Addendum t2 to the Horton 6 Dennis Engineer's contract
for the Kennydale Lake Front Sewer.
Please review and respond.
1D.5.13.REB:mf
Attachment
Horton Dennis & Associates, Inc.
am
o nsulting Engineers
CITY OF RENTON
NOTICE OF CONSTRUCTION
OF SEWER LINE INPROVEMNTS
May 12, 1987
Dear Lake Front Resident:
Starting on May 15, 1987, construction will begin to install plug valves
and other fittings on your side sewer near the lake. Thirty-six different
sites will be dug up and later restored to original condition. Construction
at each site will take from one to five days. A video tape of your property
will be taken before construction begins in order to document the condition
and landscaping in your yard. Construction will take about 50 days and run
Monday through Friday, 8100 a.m. to 5:00 p.m.
A Construction Inspector representing the City of Renton will be on-site
each work day to inspect the progress and quality of the construction. If
you have any quebtions or construction related problems, please call the Engineer
or the Inspector listed below:
Contractor: GRANT CONSTRUCTION_
Day Phone Number - 391-5698
Night Phone Number - 392-9823
Engineer: HORTON DENNIS 6 ASSOCIATES, INC.
Day Phone Number - 822-2525
Inspector: Art 2achau
Day Phone Number - 822-2525
Night Phone Number - 454-7317
Project Engineer: Alan Meyers
Day Phone Number - 822-2525
Night Phone Number - 747-9831
THANK YOU FOR YOUR COOPERATION.
HORTON DENNIS 6 ASSOCIATES, INC.
CC: Mr. Bob Bergstrom, P.E.
Renton Public Works Department
320 Second Avenue South, Kirkland, Washington 98033-W7 0 Phone 822-2,525
DATE 4-17-87 C I T Y O F R E N T 0 N
REgUISITION P•0.No. 40517
DEPT. Public Works/Utility
ACCI 421/000/15.596.38.65 19 $_4,908.81 VENDOR N0._
ACCT. (503) 364-11985gLVh
$ PHONE NO. 872-2550 Kent
VENDOR NAME AND ADDRESS 'VENDOR "REMITTANCE" ADDRESS
Gelco Grouting Service SAMF
Box 1551
Kent WA 98032
TY. DESCRIPTION IN DETAIL
AMOUNT
40.1 Hrs Locate Cleanouts Technic+ate rII
@ $27.78/Hr $1 125.09
20.5 Hrs Technician II
— @ 26 22/Hr 537.51
40.5 Hrs 1 1/2" Camera System
2,430.00
40.5 Hrs 3/4 Ton Pick U
@ 10 80/Hr 437.4
1.0 LS Rental 15.99 + .15% Cost
— @ 18,39/Hr 18.39
Subtotal 4.5a8.39
Sales Tax__ 360.42
TOTAL Balance Due 4 9 1
CONFIRMING
D PURCHASING TO ORDER AUTH. BY:
GELCO GROUTING SERvICE
P.O.BOX 7147 PAGE 1
SAW&OR 9,103
7ILS03/364.1198
INVOICE DATE: 11/30/86
CITY OF RE14TON INVOICE NUMBER: 529
200 MILL AVE. SO. CUSTOMER ID: RENT0N
RENTON, WA 98055 CUSTOMER P.O. :
CONTRACT NUMBER:
QUANTITY/UNIT DESCRIPTION UNIT PRICE TOTAL
PROJECT: 2K6274 CITY OR RENTON
40.5/H-I'S LOCATE CLEANOUTS TECHNICIAN III 27.720 1125.09
20.5/HRS TECHNICIAN II 26.220 537.51
40.5/HRS 1 1/2" CAMERA SYSTEM 60.000 2430.00
40.5/H.;S 3/4 TON PICK UP 10.800 437.40
1 .0/LS RENTAL 15.99 + . 15% COST 18.390 18.39
SUP TOTAL: 4,548.39
SALES TAX : 360.42
3 101 .3 BALANCE DUE: 4,908.81
PAYMENT SHALL BE MADE WITHIN _ DAYS FOLLOWING COMPLETION OF WORK. A LATE
CHARGE OF 1 AND lit PERCENT PER MOUTH WILL BE ASSESSED ON UNPAID BALANCES.
IN THE EVENT SUIT OR ACTION INCLUDING ANY APPEAL THEREFROM, IS BROUGHT TO
ENFORCE ANY TERMS OF THIS AGREEMENT, THE PREVAILING PARTY SHALL BE ENTITLED
TO SUCH REASONABLE ATTORNEYS FEES AND COSTS AS MAY BE AWARDED BY THE TRIAL
ACID APPELLATE COURTS. Q�
�'
o� Noz A'►1�ix1�1t R3 Y /61e� PO . I}05 r yyd —
G161-e Tbl,t �✓' _
"1M�% CITY OF RFNTON
FINANCE DEPARTMENT
Barbara Y. Shinpoch, Mayor Maxine E. Motor, City Clerk
April 1, 1987
Mr. Richard Grant
Richard Grant Construction Company
12901-172nd SE
Renton, WA 98056
Re: Did Awatd - Kennydale Sewer Project, Gene Coulon Park to Barbee Mill
Dear M. . Grant:
At its regular meeting of March 23, 1987, the Renton City Council accepted your overall low
bid on the above-referenced project in the amount of $61,252.70 (including tax).
To enable preparation of the contract documents, please submit an undated performance bond,
insurance certificate, and proof of City and State licenses to Project Engineer Bob Bergstrom,
Engineering Department (235-2631).
If you require further assistance in this matter, please feel free to contact either the Project
Engineer or Public Works Director Richard C. Houghton on 235-2569.
Sincerely,
CITY OF RENTCO_N
Ma �" J. Petersen
Deputy City Clerk
cc:VProject Engineer Bob Bergstrom
200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2501
,- '3' CITY OF RENTON
FINANCE DEPARTMENT
Baibara Y. Shinpoch, Mayor Maxine E. Motor, City Clark
April 1, 1987
Michael J. O'Leary
Western Construction
3449-134th NE
Bellevue, WA 98005
RE: Bid Award - Kennydale Sewer Project, Gene Coulon Park to Barbee Mill
Dear Mr. O'Leary:
At its regular meeting of March 23, 1987, the Renton City Council accapted the low bid
submitted by Richard Grant Construction Company in the amount of $67,252.70
(including tax) for the above referenced project.
Thank you for your interest and your bid.
Sincerely,
CITY OF RENTON
Ma ' n 1. Petersen
Deputy City Clerk
cc: Project Engineer
200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2501
CITY OF RENTON
OIL FINANCE DEPARTMENT
Barbara Y. Shinpoch, Mayor Maxine E. Motor, City Clerk
April 1, 1987
Richard L Alia
R. L. Alia Company
9215 M. L. King 'Nay S.
S .ah, WA 98118
RE: Bid Aw Kennydale Sewer Project, Gene Coulon Park to Barbee Mill
Dear Mr. Alia:
At its regular meeting of March 23, 1987, the Renton City Council accepted the low bid
submitted by Richard Grant Construction Company in the amourt of $67,252.70
(including tax) for the above referenced project
Thank you for your interest and your bid.
Sincerely,
CITY OF RENTON
l 4Jiw
MaritA J. Petersen
Deputy City Clerk
cc: Project Engineer
200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2501
;rwl T1: f NO
W CL04"' CORPORATION �HOPNo.
,f PAGE
I
.WMR UND I+At"�.M.u•w tiAIIEMAN DIST IA IS IN .l YtN'.NC(INt-(W - CU►
IY NU L nluaa All
PROOLK7 DBOMPTION UNIT PKICE T A
.. .. - ... , ' V;.
e I .
Ef: n ou�Mrn.sHlrrm-s LIU YS TO ALL PACT DUE CHARGES A SERVICE CHARGE IYOTAL .
THAN DYANIRT ORDERED (Y PER MONTH WILL BE ADDED" JAMOUNT S
RALAUCI ML POLLOMI �_ __ _ _ - ------ ---
M CORPORATION HEREBY CER1I IFS THAT THE GOODS RERRRED TO HEREIN wERE PRODUCED IN COM I Raml1 to Clow CmpoFM100
ANCE WITH ALL APPLICABIE REQUIREMENTS OF SECTIONS A,7 B 12 Of THE fAIR ABC*STANDARDS ACT P.O. Box
aMEi DED, AND Of REGULATIONS AND C,...`RS OF THE
+.LED STARS DEPARTMENT OE LABOR ISSUED' "SECTION
THEREOF. _
�.- • 'w.R " .s't"rr`. w ,. _ ..:..... .::-•tr-s.r+w�w.wlevAxv° ...
CITY OF RENTON
UTILITIES COMMITTEE REPORT
March 18, 1987
i
BID AWARD: - Wennydale Sewer Line Improvements (March 16, 1987)
The Utilities Committee concurs in the recommendation of the Public Works
Department to accept the low bid of Richard Grant Construction Co. in the
amount of $67,252.70 (including tax).
The Committee also recommends that the Mayor and City Clerk be authorized
to execute the contract documents
Ear Clymer, Chairman
Robe Hughes��man ..
Nervy Mat le s, Member
13.08.04.Rfetaf
j
i
i
OF RE.
o PUBLIC WORKS DEPARTMENT
DESIGN/UTILITY ENGINEERING 0 235-2631
& MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON,WASH.98055
ro
9$A,rEO SEPTE�'9AP'
' March 16, 1987
BARBARA Y. SHINPOCH
MAYOR
MEMORANDUM
TO: Maxine Motor, City Clerk
FROM: Bob Bergstrom, Engineering Supervisor
SUBJECT: Public Bid Opening, Kennydale Sewer Improvement
y1
The Bid Summary on the Kennydale Sewer Improvement opened March 11, 1987, is
attached. The Low Bidder Is: Grant Construction Inc. Thank you.
Bob Bergstrom
2D.02.12/REB:ckd
Attachment
pw 1
Pt, at bnntw, . PuO11c aw+s 4#f"% nt
Wta: Q'-M-6-
Cit, 01 Rrntm Cmti utr
Lmt,¢ta• 4d[rattar
Wwr
bm9r b ' lure,. Prowl C'aeglnms 6Luc+ &ant i.e.<tntban R. L. All- Cawanr MstMr Cmat le[
BID BATE Il+rta I.t 1N' lrot Ito Unit b,a link, 0,0
It" Bars Wso,at,an Wit Eat. Witt lalOant Pn[a home... price Oaaant Pr cn awa+
weatlly hn[e
0o. W.
Soa�l A 119.0E 1,119.00
01. wWllaatim
alaap We I.m 100,04 5o5.m 0.01 0.01 IS,000.00 13,OD1'.00 1,
.__ go— —'--I,2a.00 t,2o0.M-'-- 3,0W.a 3,OOC.00 2,SOO.a "W.00 S,000.a 3,Oa-00 -
iQ.--- MCA
4.0H.a 4'W-K
Bow ho Nww 1104 60
:.aD.N-- i,1M•N _saN1.M .,Ia.N - LIN•a` — - -
Irl9 wl NUN
1,a0.a 4,S10.a 1,1a.00 4,4%.w
/•a ta.a aO.N l•iM.M 1,1'a.
M. GOaa•0nt hwr AwMaia td_.,_.-__
Ufa VNIN
00. W-io►BN wlw a We So m altl S,M 1a10.M
/•a as.a saaB.M lILM Ida.N Nl.a i,wo.a /so.a SI
N. sawl9l,a.r FillIa19BA '�' — —_.- ._._..--
---- --- /.N - 4./0 2,000.10 IE.m Io,Oa.oD -_
N,- Walaa WWII 4•-U"`r alOaW i/rt_.�•a •--- N.a t'W46 s.»
2La 1,000•40 X.00 IW.00
N. Tatra IacawpBA aplBAc 1N N.M AM
9S,921.a 119,719.a
0a41a1 0B000a1a../•• N,>Ma _ ._...... _..— —._.
]d07.5, 9,715.R
LitWw la 1'�N... _
N,a.71 -- Na7aa -. - 1o1sns2 129,a//.n
•r
-s•?
.OM .S ec'ej.—, /M. -•19
✓R�✓�.S fW4C'
�2E•� KsNn.y��4c.E s�:ti�,z Prw•�as.
M.0 Sf'Ec-S �+� Fr�Z OC�S.S6� s9.Z
=7✓A� ZG yd,,.. :s.o..E .a.✓y 7.,,�csri..LS
PLGi1y,G C.�K MG .
FP W
GREGG CARROLL
W S SALES
Pullbe Water Works Suy01Y CO..Bw Inc. SEA(2061 223-04W
PO 290C 1s1 51 S TAC 12061 M34ftb
Srna" .WA 90!24 We Tor Fee I.p00-SV-1391
� r
The Eccentric Plug Valve With:'
—+ - �—�- �� • "Round" Waterway
_ t __ _ I • 100% Pipe Area _
• Adjustable/Re laceable
i Seats
-1 - +- - - • Maximum "CV'S"
-i • Replaceable O Ring
Cartridge
Tt:
I
I
i 1
-.-�..
THE ANSWER IS CLOW.... _
CLvW FUL-FL
Eccentric Plug Valves
Eccentric Plug Assembly Removeable Cartridge
Bearing
Cover
-Foxy
Plug
Reverse Flow Standard Flow
Direction Direction
I�
Adjustable I Replaceable ' ` Body
Seat Ring
/ ,
Flange or Mechanical Bearingt[!J
Joint Ends
—� Thrust Collar
Eccentric Plug Action
The valve gate or plug rotates 90 degrees between shaped plug component which is eccentrically offset
the fully-open and fully-closed positions. The circular from the center of the plug end shafts.
resilient seating surface is located on a concave
---+-- -----
Closed Opening Open
As the plug component is rotated to valve Upon opening the valve the initial rotation of In the fully-opened position, the seating
closure, the offset condition of the plug the plug causes the resilient seating surface surface on the plug is rotated out of the
causes th@ seating surface to move axially to move axially away from the stainless steel mein fluid stream as shown. This provides a downstream into the stainless steel seat. seat in the body, This action minimizes wear passageway equivalent to the plrellne
This results in a high seating force thereby and scraping of the resilient seat, thereby connected to the valve thereby minimizing
crushing trapped solids and resulting in a improving the life of the valve. The plug can the pressure loss through the valve,
bubble-tight seal.The upstream pressure be positioned at any position between fully
acting on the convex side of the plug further closed and fully-opened for throttling
improves the bubble-tight shut off. application.
t
-i► F_ L-FLO CL OW
-- Eccentric Plug Valves
Body Flange or Mechanical Joint Ends
Valve bodies are cast iron ASTM A126, CIas% B Flange or Mechanical Joint end connections are
(sometimes referred to as -semi-steer). When plug is available on most valve sizes. Flanges are in full
fully open, body waterway is designed with proper conformance with ANSI B16.1, Class 125 standards
geometry to: resulting in heavier, stronger construction so that
a) Allow flow capacity equal to 100e/r �, the there is little possibility of fracture during installation
adjacent pipe area. and actual line stresses can be controlled.
b) Allow me - num passage of "solids Mechanical joint ends are in full conformance with
c) Eliminate cavities where debis can rvllact. AWWA C1111ANSI 21.11. Mechanical joint accessory
d) Permit minimal head loss due to Si^-)othness of sets are included as standard with each Clow FUL-
contours. FLO Eccentric Plug Valve.
e) Allow line "pigging."
Plug Bearings
Valve plugs are cast iron ASTM A1<. Clasp Sleeve type bearings are utilized in both the upper
(sometimes referred to as "semi-stee fo ensure a and lower trunnions. Bearing material is phenolic
Permanent bond the entire plug fact, . -Overed with backed Teflon' which has proven tc be superior in
a Buna N (Nitrite) rubber compound. r .ug geometry water and waste water valve applications. The re-
and rotational characteristics allow valve to be drop duced coefficient of friction of this material requires
tight up to maximum valve rotated pressures (175 psi much less operating torque for plug movement than
thru )2"-150 psi 14" and above) in standard flow metallic bearing materials. The inert properties of the
direction with low "break-away" torque. Bi-directional phenolic-backed
enefit of elimination
Teflon' material provides the added
benefit of elimination of galvanic corrosion possibili•
bubble tight sealing is available at maximum valve ties between shaft and bearing materials and of
rated pressures. galling between shaft and bearing.
Seat Ring
Seat rings are of solid, one-piece cast 304 Thrust Collar
stainless steel. The seat contour is precision- Heavy-duty, two-way thrust collar of stainless steel
machined to effect drop-tight shutoff in either flow ensures proper plug centering for drop-tight shutoff
direction with minimal rubber interference and with minimal "break-away" torque. The thrust collar
"break-away" torque. The solid stainless steel ring is is set and locked at the factory so that seat/plug ac-
threaded in place in the valve body to allow easy curacy is maintained even in tnrottling applications.
adjustment and/or replacement in the field.
Cover Brake
Valve covers are cast iron ASTM A126, Class B A brake is furnished on valves without actuators.
(sometimes referred to as "semi-Steel"). They are The brake can be securely locked in any plug
fully sealed and securely bolted to the valve body for position between full open and closed. It also
easy removal it plug maintenance is required. prevents valve overtravel when necessary.
Applications Features Benefits
at Water and wastewater FUL FLO design permits capacities Line can be easily "pigged."
treatment equal to 1004io of adjacent pipe. High flow capacity.
Maximum passage of solids.
Of Heating and air conditioning
Smooth flow pattern of body. No cavitites for debris to collect.
• Oil and gas
Maxmimum Cv's. Energy efficient since pumping costs
are reduced..
■ Chemical processing
solid 304 stainless steel seat ring Offers field flexibility and is resistant
■ Paper design is adjustable and replaceable. to corrosion.
• Pulp standard and reverse flow capability. Adaptable to majority of field
conditions.
is Mining Replaceable O-Ring Cartridge Ease of maintenance.
■ Cement manufacture Droplight shutoff at working Positive shutoff with no leakage.
pressures to 175 psi thru 12"150"psi
14" and above.
• General Industrial water Low "Break-Away' torque. Ease of operation,
handling Minimal seat wear.
2
CLOW FUL•FLOW
Eccentric Plug Valves
Te:hnncal Specifications
Plug valves shall be of the tight closing, resilient Valve seat mating surface shall be constructed of
faced, non-lubricating variety and shall be of a solid, one-piece 304 stainless steel ring. The ring
eccentric design such that the valve's pressure shall be threaded in place in the valve body to allow
member(plug) rises off the body seat contact area easy seat adjustment and/or replacement in thee
immediatley upon shaft rotation during the opening field. Seat ring contour must be precision machined
movement. Valves shall be drop-tight at rated tc effect drop-tight shut-off in either flow direction
Pressure (175 psi thru 12"-150 psi 14" and above) and with minimal rubber interference and "break-away"
shall be satisfactory for applications involving torque. Seat mating surfaces coated with non-
throttling service as well as frequent or infrequent metallic materials or plated surfaces shall not be
on-off service. The valve closing member should acceptable.
rotate approximately 900 from the full-open to full-
closed position and vice-versa Shaft bearings shall be sleeve-type, fitted in both
the upper and lower trunnions. Bearings shall be
The valve body shall be constructed of cast iron corrosion-resistant, have a low coefficient of friction
ASTM A126, Class B. Body ends shall be: and possess inert properties so that the possibilities
1) Flanged with dimensions, lacing and drilling in of galvanic corrosion as well as galling between
full conformance with ANSI B16.1, Class 125. shaft and bearing material is eliminated.
2) Mechanical joint to meet the requirements of A heavy-duty, two-way thrust collar shall be pro-
AWWA C111/ANSI A2111. vided to ensure proper plug centering to accom.
modate drop-tight shutoff with minimal "break-away"
The valve plug shall be constructed of cast iron torque at pressures specified. The thrust collar shall
ASTM A126, Class B. The plug shall have a conical be accurately set at the factory and then "locked" in
seating surface which is eccentrically offset from the place to prevent tampering in the field.
center of the plug shafts. The plug shafts shall be
integral, The entire plug face shall be totally encap- A mechanical "brake" shall be supplied on all
sulated with Buna N (Nitrile) rubber in all valve sizes, valves ordered without auxiliary actuators. The
The rubber compound shall be approximately 65 "brake" shall be capable of "locking" the valve in any
(Shore A) durometer hardness. The rubber to metal intermediate position between lull-open and
bond must withstand 75 lbs. pull under test pro- full-closed.
cedure ASTM D-429-73 Method B. Plug geometry and
valve rotational characteristics must allow drop-tight Manual gear, eler-ic motor and cylinder valve ac-
shutoff in both standard and "reverse-flow" directions tuators shall be supplied as specified. Each type
with minimal "break-away" torque. shall be designed to open or close their respective
valve without the application of excessive force.
When the plug is in full open position, plug Manual gear and electric motor actuators shall hold
geometry and body waterway contours must provide the valve in any intermediate Position between full-
the following: open and full-closed. Manual gear actuators shall be
a) A "round" passageway that allows flow capacity of the worm gear type and shall be totally enclosed
equal to 100% of t,ie adjacent pipe area and sealed. Enclosed actuator, shall be furnished
with handwheel or chainwheel and position
b Allowance of maximum passage of "solids:' indicators,
c) No cavities where debris can collect. Shaft seals shall be a removeable o-ring cartridge
d) Minimal head loss (no turbulence). having two (2) o-rings on the I D, and one (1) on the
e) Allowance for line "pigging:' O.D. with the capability of being removed from the
valve while same is under pressure. Shaft seal design
to meet C504-80 and C507.73.
All eccentric plug valves shall be Clow FUL-FLO
design or approved equal.
3
FUL-FLO CLOW
DesignationEccentric Plug Valves
Flow Characteristics
Flow Direction
Tie Clow FUL-FLJD Plug Valve is designed to
Operate with flow in two directions.The valve
is normally used in the. 11 standard" flow
direction, With flow against the
..
plug, but due to the
eat ring
feature, reverse
. .. . .
REVEftE
100
go
i==■■■■■■■■■■■r...■■
■■■■■■■■�i■i�■■■
ii�ini■� iiA+ii�ii
50 ■��■■■■i�■■■N■■■=
40 C■.:C"::=::::::C
• ,ILL
■■■■■I�■■■■■■■■N■■
open)4) + +
Valve Position (degrees
s�
dL
Lam' w FUL•FLO
Eccentric Plug Valves
With Worm Gear Operator and Nut, Handwheel or Chainwheel
�H—
o
Fes--C
�B
rrn
I
e a �
t �
D P
II
Pivot CL
Valve CL
A c E 0 lDted + M
" 3151t8
9 N8 81,12 3 W 11 17 10-1e
10 114 T 112 6 US 12 118 B 714 r 10a6
113116 8112 75'16 131116 `$1 tl8_ tPt6 iry6,_,_
I231/32 B 112 14 27132 ¢{27132 10,21 1116
14 9r32 8 1l2 16 5132 77 15'32 1838 /5ryg
16 114 13 118 17 W 30 318 1636 1/$
17 314 13 118 13 119 18 718 32_3A I&M
13 18Jt6 '.
` ffi 1Q
'Clameter dependent upon ellutott pressure
6
FOL•F OL W CWW
Eccentric Plug Valves
With 2" Square Operating Nut or Wrench Lever Operated
Wrench Length In Inches
For Nut Operated Valves
H IMax)
0.36 35. 17S
C PSI PSI
_ 5(S&R) 17(S&M
8(S8R) 17(S)
E 13 rti 41 (S)
I 27(SO4 65(S1
p -p S = Standard now direction
O D
R = IiIii flow direction
\0
I Wrench Head
L -
A—i
No. 8 Size— ( A )
of tolls \ F ('1 ----�
W ench
Plot GL va M Length
C_� 0 as
r�s
thpF5412 FLANGED END$ e Chan)•
H(Max)
Gtm
T
D r
i
J IL
Dimension • inches F6413 MECHANICAL JOINT ENDS**
A a D $ F N K L
7 11 1 141116 _
7 1/2 5 114 19 311 9 114 318
11 63/8 21711 111 - 7 107B
13112 11 71B 7 511 23 1 1 13 X4 ) 11 718
1 14 NA '1 167 1'3l8
1 161/1 101 NA 19 14112
4 11 N 2 11 1 17 112
11 1 13 !I NA 24 111 17 4
114 14 91 NA 27 131 1 1
1l 11 t 1/4 N
1 A 11
It is racorhmended that these valve sizes be.operated thru aux- Panges are faced and drilled to ANSI B 16.1 120i pound standard.
Iliary gearing for additional mechanical advantage due to Two top holes each flange dn led and lapped for 4',6"and 8"valve sizes.
operating torques. Four top holes each flange drilled and lapped for 10', 12'l 14". 16 IS'
Cast Iron Mechanical Joint per ANSI A 21.11 and 20" valve sizes.
1' Schedule 40 pipe supplied by others. Six top holes each flange drilled and lapped for 24" valve size
'�'+��6
FUL•FLO GLOW
Eccentric Plug Valves
With FUL•FLO Geometry for
Greater Passage and Line "Pigging"
O O O O
O O O O
O O
C
Clow FUL-FAO Competition
•,. wa sin
rbA
2 5R" 3" 2"
3 318' 4" _ 2 12'
--�� 8" _4 114' i
-�� 9 ril6 12" 6 1R"
9 718' 12" 8 1i1"
12" _ 14" 7 V4__
13 7h8' 16" 8 1/4"
16 114• 18"
18 518' -- _ _ 9"
__20' 10,
22 v4 • 24"
- �tt 71e•
Allows for Greater Passage
Passage of solid or semi-solid objects as well as line ment in flow characteristics of the Clow FUL-FLO aver
"Pigging" are particularly important in sludge and primary normal "rectangular-Pori" pl .g valves.
treatment service. Note that a 10" Clow FUL-FLO plug
valve can pass objects as large as 8.518" — while the Reduced turbulence minimizes erosive action, which
competition's rectangular ports limit the passageway to a in turn equates to longer service.
5.118' object size. The "round" FULFLO port is standard Better flow characteristics means higher flow effi-
on all Clow plug valve sues. ciency, which in turn equates to less pump effort.
Naturally, the smooth, "round" geometry of the Clow
FUL-FLO also minimizes turbulence. Compare head loss Longer service ar.d less Dump effort equates to dollar
andlor Cv valves between a Clow FUL-FLO plug valve and savings for you!
the competition. You will be surp-ised at r'1e vast improve. Buy smart — buy the Clow FULFLO Plug Valve,
CLa.I W
Valve DIViaion
Box 350
South 2nd St,
Oskaloosa, Iowa 52577
SECTION
NUMetF 'I 100 'LOW ECCENTRIC
PRODUCT PLUG VALVES
DEFINITION AND ;
TECHNICAL DATA
CLOW VALVE DIVISION-OSKALOOSA 11, .e
Size Range 3"-16"
I Water Working Hydrostatic
Pressure psi I Test psi
3"-1 " 1 1 30
L 14"•1
6" 150 50 300
Aval:able End Connections, Size Range Figure No.
Fig. 3" - 161, F-5412
CM.J. 4" - 16" F-5413
Accessories
Floorstands Electric Motor Actuators
Extension Stems Cylinder Actuators
2" Sq. Operating Nuts Limit Switches
Handwheels Stem Guides
Lever Wrench Head Floor Boxes
Chainwheels 'T'Handles
Worm Gear Actuators ;hainlevers
i'
SECTION NUMBER �a 1 1000
EC ,ENTRIC PLUG VALVE
PRODUCT FEA i URES AND BENEFITS
i DEFINITION AND
TECHNICAL DATA
CLOW VALVE DIVISION-OSKALOOSA.IOWA
NOVEMBER,1984
PAGE 1.2
Features Benefits
Ful-Flo Design Permits Capacities Equal a High flow capacity
to 1001/a of Adjacent Pipe a Maximum passage of solids
Smooth Flow Through Pattern of Body a Energy efficient since pumping costs
are reduced
a No cavities for debris to collect
Solid 304 Stainles_ Ateel Seat Ring a Offers field flexibility and is resistant
Design Is Adjustable and Replaceable to corrosion
Standard and Revere Flow Capability, a Adjustable to majority of field
conditions
C Drop Tight Shutoff at Working Pressure a Positive shutoff with no leakage
to 175 psi
Low"Break-Away"Torque a Ease of Operation
All Bronze Brake a Corrosion Resistant
C
SECTION NUMBEn 1 100 E :ENTRIC PLUG VALVE
PRODUCT MATERIALS AND
DEFINITION AND SPECIFICATIONS
TECHNICAL DATA
CLO'/VALVE DIVISION-OSKALOOSA,IOWA
`JOVEMBER. 19EA
PAGE 1.3
Material Specifications
CAST IRON Specification ASTM A-126 Class 8
Physical Properties
Minimum tensile strength 31,000 psi
Minimum transverse strength 3.300 psi
Minimum deflection (12"centers) .12 in.
Chemical Analysis (percent)
Phosphorus (maximum) .75
Sulfur(maximum) 12
CAST BRONZE Specification ASTM B-584 Alloy 865
Physical Properties
Minimum tensile strength 65,000 psi
C Minimum yield strength 25,000 psi
Minimum elongation 20%
Chemical Analysis (percent)
Copper 58
Zinc 39
Iron 1
Aluminum 1
Manganese 1
STAINLESS STEEL-304-ASTM A-296 Class CF-8
Physical Properties
Minimum tensile strength 65,000 psi
Minimum yield strength 28,000 psi
Minimum elongation (in 2 inches) 35%
Chemical Analysis (percent)
Carbon .08
Nickel 8-11
Manganese 1-50
Silicon 2
Chromium 18-21
Phosphorus .04
Sulfur .04
$ECTICN 1100
NUMBER E( ENTRIC PLUG VALVE
PRODUCT FLOW CHARACTERISTICS
DEFINITION AND
TECHNICAL DATA r CLOW VALVE DIVISION-OSKALOOSA,IOWA
NOVEMBER, 1984
PAGE IA
100
90
I I I
80
70 I I I I I I
00,60
a50
40
I i
� I
30
20
0
0 10 20 30 40 50 80 70 80 90 (open)
Val"PosMm(Da9+aas)
M---- I
SECT ICN 1100
N"'BEB 3„-16 XCENTRIC PLUG VALVE
C PRODUCT FLOW DESIGNATION
DEFINITION AND
TECHNICAL DATA
CLOW VALVE DIVISION•OSKALOOSA.IOWA
s
NOVEMBER,1984
PAGE 1.5
\ I
1
Reverse Flow n—+� + _ _ a Standard Mow
Direction Direction
I
I
Flow Direction Designation
The Clow Eccentric Plug Valve is designed to operate with flow in two div ections.The
valve is normally used in the"standard" flow direction,with flow against the back of the
plug, but due to the adjLstable seat ring feature, reverse flow is also possible.
SECTION 11 DO .
" MBE 3' -16, 'CCENTRIC PLUG VALVE
PRODUCT I HANDWHEEL SIZE
DEFINITIONAND
TECHNICAL DATA _
CLOW VALVE DIVISION•OSKALOOSA,IOWA
NOVEMBER,19M
PAGE 1.6
Standard Flow
VALVE SIZE
Pressure(pc) 2 4 6 a I to 12 14 1 16
5 10 10 10 10 10 10
10 to T to 10 to 10 10
20 10 10 10 10 to 18
35 10 10 10 10 18 24
City(42) 10 10 10 10 18 24
7s 10 10 10 10
100 to 10 10 18
125 10 10 10 18
ISc• 10 10 18 24
175 10 10 18 24
Reverse Flow
VALVE SIZE
Pressure(pd) 3 4 6 8 10 12 14 18
5 10 l0 10 10 10
10 10 10 10 10 18
20 10 10 10 to
SS 10 10 10 10 18
;.n1y(42) 10 10 10 10 24
- 75 10 10 10 X x "i=c:
. � v:`.._ .. ..,.. 100 10 10 10 x x A.
e
125 10 10 18 x x
150 10 x x x x
175 10 X x x x
X Application Not Recommended
Note: Based on 80 Foot-Pounds Pull i
UPDATE 3-26-64
SECTION NJMeEA 1200
_ _1 CLOW ECCENTRIC
PRODUCT PLUG VALVE
SPECIFICATIONS SPECIFICATIONS
CLOW VALVE DIVISION-OSKALOOSA.IOWA
NOVEMSER,1984
PAGE 1 1
Plug valves shall be of the tight closing resilient faced, Valve seat mating surface shall be constructed of
non-lubricating variety and shall be of eccentric design solid, one-piece 304 stainless steel ring.The ring shall
such that the valve's pressure member(plug) rises off be threaded in place in the valve body to allow easy
the body seat contact area immediately upon shaft rota- seat adjustment and/or replacement in the field.Seat
tion during the opening movement.Valves shall be drop- ring contour must be precision machined t0 effect drop-
tignt at rated pressures up to 175 psig and shall be tight shutoff in either flow direction with minimum
satisfactory for applications involving throttling service rubber interference and "break-away"torque. Seat
as well as frequent orinfrequent on-off service.The valve mating surfaces coated with non-metallic materials or
closing membershould rotate approximately90degrees plated surfaces shall not be acceptable.
from the full-open to full-closed position and vice-versa.
The valve body shall be constructed of cast iron Shaft bearings shall be sleeve-type, fitted in both the
ASTM A126,Class B. upper and lower trunnions.Bearings shall be corrosion-
resistant,have a low coefficient of friction and possess
Body ends shall be: inert properties so that the possibilities of galvanic
1. Flanged with dimensions,faring and drilling in corrosion as well as galling bet,,.een shaft and bearing
Will conformance with ANSI B16.1,Class 125. material is eliminated.
C 2. Mechanical joint to meet the requirements of
AWWA C111/ANSI A21.11 A heavy-duty,two-way thrust collar shall be provided
to ensure proper plug centering to accommodate
The valve plug shall be constructed of cast iron ASTM drop-tight shutoff with minimum"break-away"torque
A126,Class B.The plugs shall have a conical seating at pressures specified.The thrust collar shall be accur-
surface which is eccentrically offset from the center of ately set at the factory and then"locked"in place to
the plug shafts.The plug shafts shall be integral.The prevent tampering in the field.
entire plug face shall be totally encapsulated with Buna
N (Nitrile) rubber in all valve sizes. The rubber com- A mechanical "brake"shall be supplied on all valves
pound shall be approximately W (Shore A)durometer ordered without auxiliary actuators.The valve"brake"
hardness.The rubber to metal bond must withstand 75 shall be capable of"locking"the valve in any inter-
tbs.pull undertest procedure ASTM 0-429-73 Method B. mediate position between full-open and full-closed.
Plug geometry and valve rotational characteristics must
allow drop-tight shutoff in both standard and"reverse- Manual gear,electric motor and cylinder valve
flow"direction with minimal"break-away"torque. actuators shall be supplied as specified. Each type
When plug is in full open position, plug geometry shall ba designed to open or close their respective valve
and body wate way contours must provide the following: without the application of excessive force. Manual gear
a. A"rk Ind"passageway that allows flow capacity and electric motor actuators shall hold the valve in y
equal ') 100%of the adjacent pipe area, intermediate position between fuli-op nand h W ,,,,led.
Manual gear actuators shall be of the worm gear type
b. Allowance of maximum passage of"solids."
and shall be totally enclosed and sealed. Enclosed
C. No cavities where debris can collect. actuators shall be furnished with handwheel or chain-
d. Minimal head loss(no turbulence), wheel and position indicators.
C
• ��� SECTION 1 1 W .
NUMBER CLOW ECCENTRIC
PRODUCT PLUG VALVES
DEFINITION AND
TECHNICAL DATA
CLGW VALVE DIVISION-OSKALOOSA,IOWA
NOVEMBER,1984
PAGE 1.1
Size Range 3"-I6" 7771
wow Wadding Hydrostatic
Pressure psi Tat psi
3"-1Y" 175 350
150 300
Available End Connections, Size Range Figure No.
Flg. 3" - 16" F-5412
M.J. 4" - 16" F-5413
Accessories
Floorstands Electric Motor Actuators
Extension Stems Cylinder Actuators
2" Sq. Operating Nuts Limit Switches
Handwheels Stem Guides
Lever Wrench Head Floor Boxes
Chainwheels "T" Handles
Worm Gear Actuators Chainlevers
I
I
SECTiCN oO
NUMBER ECCENTRIC PLUG VALVE
PRODUCT FEATURES AND BENEFITS
DEFINITION AND
TECHNICAL DATA ---
GLOW VALVE DIVISION•OSKALOOSA,IOWA
NOVEWIEP.1984
PAGE 1.2
Features Benefits
Ful-Flo Design Permits Capacities Equal • High flow capacity
to 1W6 of Adjacent Pipe • Maximum passage of solids
Smooth Flow Through Pattern of Body • Energy efficient since pumpinr '.JM
are reduced
• No cavities for debris tr c Alec-
Solid 304 Stainless Steel Seat Ring • Otters field flexibility an.. >r11•tant
Design is Adjustable and Replaceable to corrosion
Standard and Reverse Flow Capability a Adjustable to majority of,.sid •.__
conditions
Drop Tight Shutoff at Wolking Pressure a Positive shutoff with no leakage'
to 175 psi
Low"Break-Away"Torque • Ease of Operation
Corrosi
All Bronze Brake • on Resistant
SECTION NUMBER ECCENTRIC PLUG VALVE
PRODUCT MATERIALS AND
DEFINITION AND I SPECIFICATIONS
TECHNICAL DATA _
CLOW VALVE DIVISION-OSIIALOOSA,IOWA
NOVEMBER,1984
PAGE 1.3
Material Specifications
CAST IRON Specification ASTM A-126 Class B
Physical Properties
Minimum tensile strength 31,000 psi
Minimum transverse strength 3,300 psi
Minimum deflection (12" centers) .12 in.
Chemical Analysis (percent)
Phosphorus (maximum) .75
Sulfur (maximum) .12
CAST BRONZE Specification ASTM B-584 Alloy 865
Physical Properties
Minimum tensile strength 65,000 psi
Minimum yield strength 25,000 psi
Minimum elongation 20%
Chemical Analysis (percent)
Copper 58
Zinc 39
Iron 1
Aluminum 1
Manganese 1
STAINLESS STEEL-304-Af -296 Class CF-8
Physical Properties
Minimum tensile sitar 65,000 psi
Minimum yield trength 28,000 psi
Minimum elong-Jon (in 'riches) 35%
Chemical Analysis (percent) i
Carbon 08
Nickel 8-11
Manganese 1.50
Silicon 2
Chromium 18-21
Phosphorus .04
Sulfur .04
�AA
su■
20
�r�a:�u■■■■■■ii�
r _
1
SECTION 1100
�/\
NUMBER 00 3"-16" ECCENTRIC PLUG VALVE
PRODUCT FLOW DESIGNATION
DEFINITION AND
TECHNICAL DATA
CLOW VALVE DI. 1810M-Os1IALOOSA,IOWA
NM SMBER,1964
PAGE15
I
1
Reverse Flow 4 Standard Flow
Direction '
Direction
I
I
1
Flow Direction Designation
The Clow Eccentric Plug valve is designed to operate wish flow in two directions"The
valve is normally used in the"star 'ard"flow directioP., with flow against the back of the i
plug. but due to the adjustable seat ring feature, reverse flow is also possible.
SECT
NUM PEP 1100
MPEP -- — 3"-16" ECCENTRIC PLUG VALVE
PRODUCT HANDWHEEL SIZE
DEFINITION AND
TECHNICAL DATA
CLOW VALVE DIVISION-GSKALOOSA.IOWA
NOVEMBER, 1964
PAGE 1.6
Standard Flow
VALVF S!ZE
Pmwm(1*) 3 4 6 j 6 10 12 14 16
S 10 10 10 10 10 10
10 10 10 10 10 10 10
20 10 10 10 10 10 i8
3S 10 10 10 10 18 24
(42) !10
to—
City 10 10 18 24
75 10 10 10
100 10 10 18
125 10 10 18
ISO _ t0 18 Za
17s 10 18 2a
Reverse Flow
VALVE SIZE
Pnt (P41) 3 4 6 a 10 12 14 16
5 10 10 10 10 10
10 10 10 10 10 18
20 10 10 10 10 1a
35 10 10 10 10 18
City(42) 10 10 10 1^ 24
75 10 10 10 x x
130 10 10 10 x x
125 10 10 18 x x
150 lu x x x x
175 10 1 x x I x T x
X Appi'.a.(10-.Not Recommended
Note: Bases 0n 80 Fool-Pounds Pull
c
UPDATE:3-26 84
1200 _ .LOW ECCENTRIC
PRODUCT PLUG VALVE
SPECIFICATIONS SPECIFICATION'.i
CLOW VALVE DMSM-OUALOOSA,IOWA
NOVEMBER,1W
PAGE 1.1
Plug valves shall be of the tight closing resilient faced, Valve-eat mating surface shall be constructed of
non-lubricating variety and shall be of eccentric design solid, one-piece 304 stainless sieel ring.The ring shall
such that the valve's pressure member(plug) rises on be threaded in place in the valve body to a!bw easy
the body seat contact area immediately upon shaft rota- seat adjustment and/or replacement in the field. Seat
tion during the opening movement.Valves shall be drop- ring contour must be precision machined to effect drop-
tight at rated pressures up to 175 psig and shall be tight shutoff in either flow direction with minimum
satista0m), .or applications involving throttling service rubber interference and"break-away"torque. Seat
as well as frequent or;nfreq-jent on-off service.The value mating surfaczs coated with non-metallic materials or
closing member should rotate approximately 90 degrees plated surfaces shall not be acceptable.
from the full-open to full-hosed position and vice-versa.
The valve body shall be constructed of cast iron Shaft bearings shall be sleeve-type,fitted in both the
ASTM A126,Class B. upper and lower trunnions. Bearings shall be corrosion-
resistant, have a low coefficient of friction and possess
Body ends shall be: inert properties so that the possibilities of galvanic
1. Flanged with dimensions,facing and drilling in corrosion as well as galling between shaft and bearing
full conformance with ANSI B16.1,Class 125. material is eliminated.
2. Mecnarical joint to meet the requirements of
AWWA C111/ANSI A21.11 A heavy-duty,two-way thrust collar shall be provided
to ensure proper plug centering to accommodate
The valve plug shall be constructed of cast iron ASTM drop-tight shutoff with minimum"break-away"torque
A126,Class B. The plugs shall have a conical seating ct pressures specified.The thrust collar shall be accur-
surface which is eccentrically offset from the center of ately set at the factory and then"locked" in place to
the plug shafts. 'he plug shafts steal; be integral, The prevent tampering In the field.
entire plug face shall be totally encapsulated with Buna
N (Nitrile) rubuer in all valve sizes The rubber com- A mechanical "brake"shall be supplied on all valves
pound shall be approximately 65 (Shore A) durometer orderea without auxiliary actuators. The valve"brake"
hardness.The rubber to metal bond must withstarc 7S shall be capable of"locking"the valve in any inter-
lbs.pull under test procedure ASTM D-429-73Metnod B. mediate position between fuli-open and fuliclosed.
r"ug geometry and valve rotational characteristics must
allow drop-tight shutoff in both standard and "reverse- Manual gear, electric motor and cylinder valve
flow"direction with minimal'break-away"torque. actuators shall be supplied as specified. Each t}pe
Wher lug is in full open positron, plug geometry shall be dasigned to open or close their respective valve
and bodywarerway contours must provibe the following: without the application of excessive force Manual gear
a. A"round"passageway that allows flow capacity and electric motor actuators shall hold the valve to any
:qual to 100%of the adjacent pipe area. intermediate position between full-open and full-closed.
b Allowance o;maximum Manual year actuators shall be of the worm gear type
passage o"'solids." and shall be totally enclosed and sealed. Enclosed
c. No cavities where debris can collect. actuators shall be furnished with handw'!eel or chain-
d, Minimal head loss (no turbulence). wheel and position indicators.
t
rt
l
SECTION 11001
--T P ^ -OW ECCENTRIC
PRODUCT ' PLUG VALVES
DEFINITION AND
TECHNICAL DATA
CLOW VALVE DIVISION-OSKALOOSA.IOWA
NOVEW3ER. 198a
PAGE 1 1
SW Rsn6e l i 3"- 16" I
Water Working Hydrostatic JJ
Pressure psi as pal
3"-12" 175 350
14"-16" 150 30D
Available End Connections, Size Panye Figure No.
Fig. 3"- 16" F-54.2
M.J. 4" - 16" F-5413
Accessories
Floortands Electric Motor Actuators
Extension Stems Cylinder Actuators
2" Sq. Operating Nuts Limit Switches
Handwheels Stem Guides
Lever Wrench Head Floor Boxes
Chainwheels "T'Handi<s
Worm Gear Actuators Chairllevers
SEC-I°" 1100�
MBER EC' .NTRIC PLUG VALVE
PRODUCT FEA l ORES AND BENEFITS
DEFINITION AND
TECHNICAL DATA ---
CLOW VALVE DIVISION-OSKALOOSA.IOWA
NOVEMBER.1984
PAGE 1.2
Features I Benefits
Ful-Flo Design Permits Capacities Equal a High flow capacity
to 1004/o of Adjacent Pipe a Maximum passage of solids
Smooth Flow Through Pattern of Body a Energy efficient since pumpinc costs
are reduced
a No cavities for debris to collect _
Solid 304 Stainless Steel Seat Ring a Offers field flexibility and is resistant
Design Is Adjustable and Rep4ceaole to corrosion
Standard and Revrrse Flow Capability a Adjustable to majority of field
conditions
,Drop Tight Shutoff at Working Pressure a Positive shutoff with no leakage
to 175 psi
Low"Brook-Away"Torque a Ease of Operation
All Bronze Brake a Corrosion Resistant
i
I
1
C_
SEAT
rvuMeR E 11001 Ek ,ENTRIC PLUG VALVE
PRODUCT MATERIALS AND
DEFINITION AND I SPECIFICATIONS
TECHNICAL DATA
CLOW VALVE DIVISION-OSKALOOSA,IOWA
NOVEMBER. IN4
PAGE 1.3
Material Specifirations
CAST IRON Specification mSTM A-126 Class 8
Physical Properries
Minimum tensile strength 31,000 psi
Minimum transverse strength 3,300 psi
Minimum deflection (12" centers) .12 in.
Chemical Analysis (percent)
Phosphorus (maximum) .75
Sulfur (maximum) .12
CAST BRONZE Specification ASTM B-584 Alloy 865
Physical Properties
Minimum tensile strength 65,000 psi
Minimum yield strength 25,000 psi
Minimum Alongation 20%
Chemical Analysis (percent)
Copper 58
Zinc 39
Iron 1
Aluminum 1
Manganese 1
STAINLESS STEEL-304- ASTM A-296 Class CF-8
Physical Properties
Minimum tensile strength 65,CJ0 psi
Minimum yield strength 28,000 psi
Minimum elongation (in 2 inches) 35%
Chemical Analysis (percent)
Caroon .08
Nickel B-11
Manganese 1.50
Silicon 2
Cr rnmium 18-21
Ph -chorus .04
r Sultur .04
l
SECT:t; 1 001
NUMBE'
A __ EC :NTRIC PLUG VALVE
PRODUCT FLOW CHARACTERISTICS
DEFINITION AND
TECHNICAL I CLOW VALVE OWISION-OSKALOOSA.IOWA
NOVEMBER,19fA
PAGE 1.4
100
90
80
70
60
50
40
30
20
10
�00
r, 10 20 IV 40 50 60 70 80 90 (open)
Valve Position(Degroes)
SECTION
"U 1100 I II
A1aFR ; 3 -16' _CCENTRIC PLUG VALVE
PRODUCT FLOW DESIGNATION
DEFINITION AND
TECHNICAL DATA
CLOW VALVE DIVISION-OSKALOOSA.IOWA
NOVEMBER,IS84
PAGE 1.5
I
1
Reverse Flow r.ems + Standard Flow
( Direction L— - -— ` — Direction
1
Flow Direction Designation
The Clow Eccentric Plug Valve is desicned to operate with flow ;-,two d;rections.The
valve is norrnall� .d ir,the"standard"flow direction,with t'jw against the baCK of the
Plug.Lu: due to , .adjustable seat ring feature, reverse flow is also possible.
SECTION Oo NUMBER 3"-16' CCENTRIC PLUG VALVE
PRODUCT HANIDWHEEL SIZE
DEFINITION AND _
TECHNICAL DATA it
I CLOW VALVE DIVISION-OSZ100SA,IOWA
NOVEMBER,1986
PAGE16
Standard Flow
VALVE SIZE
pm"'I a(Psi) 3 4 6 6 10 ( 12 14 1 16
5 10 10 I 10 10 10 10
10 10 10 10 10 10 10
20 10 10 10 10 10 18
35 10 10 10 10 18 .4
Clry(42) 10 10 10 10 18 24
75 10 10 10 10
100 10 10 10 18
125 10 10 10 18
ISO 10 10 18 24
ITS 10 10 18 24
C
Reverse Flow
_ VALVE SIZE
pf"111111PIP(Psi) 3 4 6 a 10 t2 14 /6
5 10 10 10 10 10
10 10 10 10 10 18
20 10 10 10 10 18
35 10 10 10 10 td
CRY(42) 10 10 10 10 24
- - - - 75 10 10 10 x x
. . . . .. 100 0 10 _Ic x x _
125 10 10 is x x
150 to x x x x
173 10 X X x x
X &:plicaCon Not Recommended
Note: Based on 80 Foot-Pounds P11II
UPDATE=3.26-84
SECTION /j
NUMBER 2OO CLOW ECCENTRIC
PRODUCT PLUG VALVE
SPECIFICATIONS i SPECIFICATIONS
CLOW VALVE DIVISION-O4xALOOSA IOWA
NOVEMBER.19M
PAGE 1.1
Plug valves shall be of the tight closing resilient faced, Valve seat mating surface shall be constructed of
non-lubricating variety and shall be of eccentric design solid,one-piece 304 stainless steel ring. The ring shall
such that the valve's pressure member (plug) rises Off be threaded in Place in the valve body to allow easy
the body seat contact area immediately upon shaft rota- seat adjustment and/or replacement in the field.Seat
tion during the opening movement.Valves shall be drop- ring contour must be precision machined to effect drop-
tight at rated pressures up to 175 prig and shall be tight shutoff in either flow direction with minimum
satisfactory for applications involving throttling service rubber interference and"break-away"torque. Seat
aswell as frequent or infrequent on-off service.T he valve mating surfaces coated withr-)n-metall;ematerialsor
closing member should rotate approximately g0 degrees plated surfaces shall not be acceptable.
from the full-open to full-closed position and vice-versa.
The valve body shall be constructed of cast iron Shaft bearings shall be sleeve-type,fitted in both the
ASTM A126, Class B. upper and lower trunnions.Bearings shall be corrosion-
resistant,have a low coefficient of friction and possess
Body ends shall be: inert properties so that the possibilities of galvanic
1. Flanged with dimensions,facing and drilling in corromn as well as galling between shaft and bearirg
futi conformance with ANSI 816.1.Class 125. material is eliminated.
C 2. Mechanical joint to meet the requirements of
AWWA C111/ANSI A21.11 A heavy-duty,two-way thrust collar shall be provided
to ensure proper plug centering to accommodate
The valve plug shall be constructed of cast iron ASTM drop-tight shutoff with minimum"break-away'torque
A126. Class 8_The plugs shall have a conical seating at pressures specified.The thrust collar shall be accur-
surface which is eccentrically offset from the center of ately set at the factory and then "locked"in place to
the plug'shafts.Tt :plug shafts shall be integral.The prevent tampering in the field.
entire pug face shall be totally encapsulated with Buns
N (Nitrite) rubber in all valve sizes. The rubber com- A mechanical"brake"shall be supplied on all valves
pound shall be approximately 65(Shore A)durometer ordered without auxiliary actuators.The valve"brake"
hardness.The rubber to metal bond must withstand 75 shall be capable of"locking"the valve in any inter-
Ihs.pull undertest procedure ASTM D-429-73 Method B. mediate position between full open and full-closed.
Plug geometry and valve rotational characteristics must
allow drop-tight shutoff in both standard and"reverse-
flow" Manual gear, electric motor and cylinder valve
direction with minimal "break-away"torque. actuators shall be supplied as specified. Each type
When plug is in full oven position, plug geometry shall be designed to open or close their respective valve
and body waterway contours must provide the following: without the application of excessive force. Manual gear
a. A"round"passageway that allows flow capacity and electric motor actuators shall t,old the valve in any
equal to 100%of tree adjacel,t pipe area. intermediate position between full-open and full-closed.
b. Allowance of maximum passage of"solids." Manual gear actuators shall be of the worm gear type
and shall be totally enclosed and sealed. Enclosed
c. No cavities where debris can collect. actuators shall be furnished with handwheel or chain-
d. Minimal head loss (no turbulence). wheel and position indicators.
Seewe%ji ournDaily
al of ,ommerce
Box 11050, Seattle, WA 98111. Phone (206)622-8272
Date. ..Mazeh .4., . 198.7. . ... . .
City of Benton
Office of City Clerk
200 Mill Avenge So.
Renton, We. 98055
Noticc of Bid Call 9966-B
Kennydale Sewer Impvt,
: Project
55 lines @ 1.10 per line
55 lines @ 1.00 per line _55.c,' 115.50
Published February 24,
Parch 4, 1987
lJ N'
i
I
I!
Please include Ac-uunt2 th Payment �
of
12y1 `db L'
Affidavit of Publication
.City of Renton
Kennydale Sewer
Improvement Project
Bid Dale,March 11 _ __ STATE OF WASHINGTON
CALL FOR 13 DS KING COUNTY—SS.
KENP'VDALE SEWER
IMPROVEMENT PROJECT
GENE COULON PARK
TO BARGEE MILL The undersigned,
.Sealed bids will be received on oath states that he is an
ungtil 3x00 p. in. on March llth authorized representative of The Daily Journal of Commerce,
and will he City
etned and publicly a daily newspaper, which newspaper is a legal newspaper
reed In the 4ih floor conference of general circulation and it is now and has been for more
ro nt>!oRenton Ave. BProj than six months prior to the date of publication hereinafter
act plans and specifications can refered to, published in the English language continuously
be viewed andfor purchased for as a daily newspaper in Seattle, King County, Washington,
a-435.00 non-refundabie fee at and it is now and during all of said time was printed in an
the Public works Department
boated Public
un the 4th floor of the offied maintained at the aforesaid place of publication of
aamebuilding. pe this newspaper. The Daily Journal of Commerce was on the
within 90rworking daysofom 12th day of June, 1941, approved as a legal newspaper by
the date of commencement the Superior Court of King Count,
I but not contract
e limit shall
tot to
improvements to the The notice in the exact form annexed, was published in
Kennydale Sewer Line which regular issues of The Daily Journal of Commerce, which was
include, but 8" not 11mited regularly distributed to its subscribers during the below
to, installation of a prox-
imately thirty plug valves on stated period. The annexed notice a
existing sidesewer stubs,pip- - -- ............
flu alterations d ins
existing ----„--NO.UC@...Of..111d---CAL .......».gush station and installation """""""-•""-' ••---.._...........
of a pig vault and access pip-
......._......_.._...._......_.._................._......_......................_......_._.........._....
The City reserves the right to
reject anyand/orall bids and to was published on ......r. ,bill#.xx...,��1,..._..._....._.........._........._..
waive any and/or all infurmali-
ties. .........
._.._..». - '!14[L+�l..lt.. ���................__.
-nthe amount
check or bid bond s
(5 the e e Iota of five percent .. - ,,,,,_,-_-_....._..______�.Y-_-•,..y..... ,,,,„„_„--_
(S%)of the total amount of each "-'^-"'-'•••-^•-••••„•-
bid must accompanyy each bi�i.
The City's Fair Pisctice+ and
Non Discrimination Priicies '
1
�hASaappppllyy ... .�. .„. ......_. .; •
&M.E.MOTOR
City Clerk Subscribed and sworn to before me on
Dates of publication in the
Seattle Daily Journal of Con-
rrlerce. February 24 and Mareh ............................ �•••fF `..............._.........
is980•Bi / 1I`" ..
� a F.✓.. :c: ..
Nolan Public nor tha Beata of Waahinaton,
residue la soutle.
s -r Affidavit of Publication
City of Renton
Grade Revision
Rid Date:March 2$
--ciTYof CALL FOR BIDS RBIDS STATE OF WASHINGTON
N. E. STREET
GRADEE REVISION KING COUNTY—SS.
Mouro
enve
East of on-FHe A Oily N. E.
(Noe•FFIWA Oily)
Seated bids will 6e received
until 2:30p m.,Wed. MARCH The undersigned, on oath states that he is an
2s, 1921 at the City opened
and
authorized representative of The Dail Journal of Commerce,
ffce and will City
opened andY
publicly read in the 4th floor a daily newspaper, which newspaper is a legal newspaper
conference room. Renton of general circulation and it is now and has been for more
Municipal Building, 200 Mill
Avenue south. than six months prior to the date of publication hereinafte,
The work to be performea refered to, published in the English Ianguage contitarously
witthe d to working days from as a daily newspaper in Seattle, Kin Count Washington,
the date of commencement Y PaPe g Y� g
under this contra-t shall in- and it is now and during all of said time was printed in an
elude,bat not be limited to: officd maintained at the aforesaid place of publication of
imately 65 ions Cla sPproI►x�• this newspaper. The Daily Journal of Commerce was on the
�halt concrete, 65 tons BA.'lG' 12th day of June, 1941, approved as a legal newspaper by
.,"0 cubic yards of excat� the Superior Court of Ring County.
tion and complete tutor-t_-,u
as set forth in the design
drawings and specification. Tne notice in the exact form annexed, was published in
Thr City msen•es the right to regular issues of The Daily Journal of Commerce, which was
re)ect any and and/or
al bids and to regularly distributed to its subscribers during the below
waive-my and/or all informali- g
ties.
Approved plans and contract
stated period. The annexed notice, a .....................
.-........_. ...._-
celiona and form of contract ,
documents may be nbtairted at ................. �111t� €...Sid' -�itl1<�......_........ ......_......
the Public Works Divertment
office at the Renton unicipal .-,-„_„,,,,w,_,
Buildinngg for a non-refundable -.._...-----................................................................................
fee of 11_(39 each set plus$5.00 was published on lyyxp .-1.1• is j"7 to cover ppoostage,if mailed. !••• Y" •• ••-"-. "---...
A certi[ied check or bid bond
inthe amount of five percent ...-....._...-..-._....._......-.-...-............................................_........................
(5%)of the total aniouut of each
bidmast accompany each bid. ..._........_........-...........__...................._........_......_...............................
_....
The City's Fair Practices and
Non-Discrimination Policirs
shell a�p��1 .
MAX[NE B.MOTOR,
City Clerk. ..................... ..... .:'se•vZ.:................ .__ _..-
s of
tle Daily Journal of Co no. bed and sworn to before me on
i attic Dairy Journal , Com-
metce, March 11 and 18, 1987.
(1438-B8-R)
Notarr Public for the State of waawnston,
y readies is g9"LI4.
1:NNYDALE SEWER IMPROVEMENT PR,), T
GENE COULON PARK NORTH TO THE BARBEE MILL
SCHEDULE OF PRICL.
(NOTE: Unit prices for allZtems, all extentlons and total amount of bid
must be shown. Show unit prices in both words and figures and where
conflict occurs the written or typed words shalt preva(L)
ITFM APPROY. ITEM WITH UNIT PRICED RID UNIT PRICE AMOUNT
NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS. DOLLARS CTS
Q1. 1 SCHEDULE "A"
Lump Sum
Mobilization
Per Lump Sum (Words) (Figures)
02. 1 Flush Station Alterations
Lump Sum
SoD _ 2 OLD
Per Lump Sum "'t--
j 03. 1 Sewer Pig Access
/ Lump Sum Vault and Piping
Pe Lump Sum
04. 4 Clean Out Cover Restra.nt
j' Each
Per Each
05. 27 Add Plug Valve F Retainer Glands
fJ5,1�0.r
i .500 1 Ct t-
°ach
/ 06. 5 �n Plug Valve on Side Sewer
Ct� Each
P Each
✓ 07. 6 Supply Extra Plug Valves
Each �(.7
Per Each
08. 500 Relocate Existii.g 4" -ide Sewer _ ,y
V/ Lineal Foot 9
/f� /U U/%
Per Lineal Foot
1
I I
Kennydale Lake Front Repairs Consultants S-442 3
KENNYDALE SEWER IMPROVEMENT PROJF(�T
GENE COULON PARK NORTH TO THE BARBEE HILL
SCHEDULE OF PRICES
(NOTE. Unit prices for 0111tems, aR extentIons and total amount of bid
must be shown. Show unit prices in both worths and figures and where
conflict occurs the written or typed words shall prevail.)
ITEM APPROX. ITEM NI1'H UNIT PRICED BID UNIT PRICE AMOUNT
NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS. DOLLARS TS
SCHEDULE "A" Continued
09. 40 Extra Excavation
Cubic Yards 3� —
Per Cubic Yard
,I
TOTAL SCHEDULE "A"
eyl
5377.
00
r
OF R4,4,
Al
C 6 *I~- o PUBLIC WORKS DEPARTMENT
DESIGN/UTILITY ENGINEERING 0 235-2631
MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON,WASH. 96055
9 f
tq,TEO SEPZE0O`P
BARBARA Y. SHINPOCH September 11 , 1986
MAYOR
MEMORANDUM
TO: Larry Warren, City Attorney
FROM: Richard C. Houghton, Public Works Director
SUBJECT: Kennydale Lake Front Sewer Professional Services
Please review the attached contrac, Amendment kl to the Kennydale Lake Front
Sewer Professional Services Contract with Horton & Denl:is Enqinee-s, an
MBE firm, to begin the PS&E portion of the project.
Flease review.
---- D cc oughton ---__
RB:ckd
Attachment
1/orton liennis 6' :kssociales, Inc.
I =HD
C'onsdirng Engineers
September 8, 1986
Bob Bergstrom, P.E.
Engineering Supervisor
Renton Public Works Department
200 Mill Avenue South
Renton, Washington 98055
SUBJECT: KENNYDALE SEWER PROFESSIONAL SERVICES CONTRACT
CONTRACT AMENDMENT NO. 1
Dear Bob:
Per your request dated September 2, 1986, please find attached the subject
amendment for the preparation of P.S.6E. for the addition of gate valves to
side sewers along the Kennydale Sewer Line.
We have included two (2) signed amendments ready for execution by the
Mayor and City Clerk.
Sincerely,
HORTON DENNIS 8 ASSOCIATES, INC.
Marti Penhallegon, P.E.
Associate
MP/db
320 Second Avenue South, Kirkland. Washington 98033-W7 • Phone 822-2525
2ou3�
CITY OF RENTON
LAND USE i iEAKING EXAMINER
PUBLIC HEARING
OCTOBER 29, 1985
AGENDA
COMMENCING AT 9:D0 A.M.:
COUNCIL CHAMBERS, SECOND FLOOR, RENTON MUNICIPAL BUILDING
The applications listed are in order of application number only and not necessarily the
order in which they will be heard. Items will be called for hearing at the discretion of the
Hearing Examiner.
SCHWARTZ VARIANCE
Application for variance approval from Section 4-706(C)(4) front yard;
Section 4-706(C)(4)b rear yard and Section 4-706(Cx7) lot coverage needed
for the construction of a single family residence along shoreline of t-ake
Washington (file SME-011-85), file V-07"5: property located on lot 83.
Mountain View Avenue.
RICK RYERSON
Application for site plan approval, file SA-052-85, to allow the
construction of a 20-unit apartment building and application for variance
from Section 4-2204(2XA)(3), file V-053-85, to allow a joint use driveway
along Union Avenue N.E. with commercial zoned and developed property to
the south; located on the east side of Union Avenue N.E. at the 1400 block.
r • •
2019Z
BUILDING AND ZONING DEPARTMENT
PRELIMINARY REPORT TO THE HEARING EXAMINER
PUBLIC HEARING
OCTOBER 29, 1985
APPLICANT: GARY SCHWARTZ
FILE NUMBER: V-078-85 (SME-011-85)
A. SUMMARY 3 PURPOSE OF REQUEST:
The applicant seeks variance approval from Section 4-706(Cx4)(a) front yard
setback; Section 4-706(Cx4xb) rear yard setback and Section 4-706(C)(7) lot
coverage.
B. GENERAL INFORMATION:
1. Owner of Record: GARY SCHWARTZ
2. Applicant: Gary Schwartz
3. Location:
(Vicinity Map Attached) Located at the 2800 Mock of Mountair
View Avenue North.
4. Zxisting Zoning: R-1, Residential - Single Family.
S. Existing Zoning in tho Area: R-1, Residential - Single Family.
6. Comprehensive Land Use Man: Single Family Residential.
7. Size of Property: t 3.800 sq. ft.
8. Access: Mountain View Avenue North.
9. Land Use: Undeveloped property.
10. Neighborhood Characteristics: North: Single Family Residence.
East: Single Family Residence.
South: Single Family Residence.
West: Lake Washington.
C. HISTORY/BACKGROUND:
Action File Ordinance Date
Annexation 2531 December 22, 1969
Zone Change (G-7200 to R-1) 3634 June 13, 1982
D. DEPARTMENTAL RECOMMENDATION:
Based upon the above analysis, it Is recommended that the variance request,
V-078-85, be granted as follows:
1. The front yard variance be granted to allow a six foot setback.
2. The shoreline variance be granted to allow a 15 foot setback.
3. The lot coverage variance request be dismissed.
ik i.e' I+�I- C7d%.IY
-
D`
-�- 1 0
• f •C If
n
1yd4
:r s�
ot
14
i
Nt°r I
Gam.' 17 I" s �,oM
1
b •
4•
2018Z BUILDING AND ZONING DEPAN ,rv,cNT
PRELIMINARY REPORT TO THE HEARING EXAMINER
PUBLIC HEARING
OCTOBER 29, 1985
APPLICANT: RICK RYERSON
FILE NUMBER: SA-052-85
V-053-85
A. SUMMARY h PURPOSE OF REQUEST:
The applicant seeks site plan approval to allow the construction of a 20-Unit
apartment building and application for a variance from Section 4-2204(2)(A)(3) to
allow a joint use driveway along Union Avenue N.E. with commercial zoned a-ld
developed property to the south.
B. GENERAL INFORMATION:
1. Owner of Record: Rick Ryerson
2. Applicant: Rick Ryerson
3. Location:
(Vicinity Map Attached) Located on the east side of Union Avenue
N.E. at the 1400 block.
4. Existing Zoning: R-3, Residential - Multiple Family.
S. E"*ti:.y ZutiRa ►c she Arts G-i, ueneral _set Ft-2, Rasldbotiai - Two
Family: R-3, Residact i - Multiple
Family: and B-L, L rnmercial.
6. Comprehensive Land Use Plan: Commercial.
7. Size of Property: t .78 acres.
B. Access: Union Avenue N.E.
9, 1 and Ilse: Undeveloped property.
10. Neighborhond Characteristic..: North: Single Family Residence.
East: Single Family Residence.
South: Commercial.
West: Single Family Residence/ Multiple
Family Residence.
C. HISTORY/BACKGROUND:
Action File Ordinance Date
Annexation -- 2472 March 28, 1969
Rezone R- 3420 May 7, 1980
Site Approval SA-104-80 --- January 19, 1981
Variance V-105-80 --- January 19. 1981
Short Plat Short Plat-116-80 -- January 19, 1981
Exception E-117-80 --- January 19, 1981
D. DEPARTMENTAL RECOMMENDATION:
Based upon the above analysis, it is recommended that the site plan request, file
number SA-052-85, for Rick Ryerson, be approved subject to tt^ following
conditions:
1. Reduction of the project to 19 units. (Suggest eliminating eastern-most
townhouse unit.)
2. Move the buildings two feet to the south to comply with the 12 foot setback
requirement from the northern property line.
3. Enlarge the central open space area by shifting the eastern-most building to
the east after the elimination of one unit.
The variance request, file number V-053-85, should be approved.
t
',� _
�a�
i
��r
__�® , :
��
. ,
��I�i
�„�,
i
����
,�_,���,
'aq 1
,�`
9
i � �
/�I � +w'
I :, 1
• — — •
��
1 ,
•�
�1
� ` 1 �
�/�
<,�
� i� ail � _ ��' /�
,�► �d�
40
��r
4ryr • -
.fin N
� icy _:OMI
F �t.�
'�
r
.,:,,,�
� �
���
` ��' may.
--
�`,� .
-.
tj'2,y�b
14 'TOM DENNIS R ASSOCIATES; 1 �/o�✓
+tit Second Aranuo South
,ianc, WaWngton b8088-6S87
(206)
March 31, 1986
Invoice No. 5483.0
CITY OF RENTON
Public Works Department
Municipel Building
200 Hill Avenue South
Reoenn, Washington 98065
.I Attentinn: Mr. Bob Bergstrom —
Professional Services: Lake Washington/Ken:nydale Sanit.ry Sewer Study.
Asbuilting and Field Location
Sever Line under Lake Washington.
. Noti.c± to Property Owner.
Collected Existing Information.
Completed Asbuilting Line.
Completed Hydraulic Study.
Progress Billing
Period: March, 1986
LUMP SUM AGREEMENT: $ 10,126.00
ITOTAL COMPLETE TO DATE (651, ). $ 10,482.00
LESS PRIOR BILLING (15%): 2,419.00
TOTAL UUE: i/ $ 8,063.00
iY YaOYY
0K FoK PAYAeb EE3 y�`/��G Nu//oac��S.538 .lu . `/l• iS 8,11634`
M- .TOH DEMn A ASSOCIATES, ^.
M Second Avenue South
Kbklend, WaWrQW, DOM-Ms
( � Invoice No. 5483.0
Yebruary 28, 1986
i
r
CITY OF RENTON
Public Works Department
Municipal Building
20U Mill Avenue South
Renton, Washington 98055
Attention: Mr-Zob Bergstrom
Professional Services: Lake Wasl �ngtou/Kennydale Sanitary Sever Study.
• 5U% Complete Asbuilting and Field Locatinn Sesser Line
under Lake Washington.
• Notice to Property Owner.
• Collected Existing Information.
Progress Billing
Period: 7krough January 1986
t
LUNT SUM AGREEMENT: $ 16,126.00
i
I
TOTAL COMPLETE TO DATE_JI : $ 2,419•00
TOTAL DUE: $ 2,419.06
......ram. '.".
Horton I7cnnis & Assoriates, Inc.
C�onsubing L,ngincers
February 24, 1986
Mr. Bob Bergstrom, P.E.
Engineering Supervisor
City of Renton
200 Mill Avenue South
Renton, Washington 98055
SUBJECT: KENNYDALE SEWER STUDY
STATUS REPORT
Dear Bob:
As you know, we have been locating and surveying the sewer line location
in Lake Washington for the subject sewer line. We have notified all affected
property owners and have talked to many of the home owners who have knowledge
as to the sewer line location.
After attem ling several methods, we have determined the best method to
locate this nipe is a combination of using magnetic pipe finders and probing
off the van ,s docks Some of our work has been accomplished using a boat.
Presently, we have lo. dted approximately 60 percent of the line and anticipate
^nmpleting the location work the week of February 24th. After this, final
survey ties will be made to existing structures so the line can be relocated
easily in the future. Additionally, all the docks have been marked at the
points where the sewer line passes under them.
A project completion schedule is attached. As noted, we anticipate the
study to be completed and a draft submitted to the City on April 3Oth. Based
on a two week City review period, we anticipate the final report being completed
by May 30, 1986.
If anything in this schedule is not satisfactory, please let us know as
a more expedient schedule is possible if desired. If you have any questions,
please let us know.
Sincerely,
HORTON DENNIS & ASSOC ATES, INC.
Martin P nhallegon, P.E.
Associa e
MP/db
320 Second Avenue South, Kirkland, Washington 98033-W7 • Phone 822-2525
, 1
CITY OF RENTON-PROJECT SCHEDULE 9a�
KENNYDALE SEWER STUDY Dec ✓On. Feb MOr 9p„/ Mayga
I
I Update Docks On Base Maps.
As-duilt Of Sewer line and Mark Docks.
Prepare PlanlProfi/e Sheets
If Develop HjdravGc Profle $ romputer Model Of dysleen.
Review Operation: Of Sewer Pamps end Syrtem.
Complete. Field Inspection Of Sewv Owe end Peanpio9 Tests.
IIl Develop So/atian A/trinatwes and Cosf Etfi noXY
Meet with Renton Publii Works V0P4nd Select Preievred $O/atiOn.
Prepare and Present Orofi Technical Memo Repore On f3-efenred Solution.
city Review of Droet.
rinolize and Publish Documents (6y May30/.
Cr+d Hugs-.C'A
Thomas P. DahIby , 2 4 198i
3213 1•it . View North OCT
Renton , Washington f8056
UCLobe.r 21 , 1985
Public Works Department
200 Pill Avenue South
Renton, 1Jashington 98055
RE: City of Renton Kennydale Lake Front Sanitary
Sewer Line
Attention : Bob Bergstrom
Engineering Supervisor
Pursuant to your latter oatea Uctober 10, 1_985, 1 would
like to be notified as to what execIly will be at .ac.ied
to our dock and the location , /
P41AUL IPANY
omas R . Dahlby
TRL: ib
PUBLIC WORKS DEPARTMENT " �% � z
DESIGN/UTILITY ENGINEERING 235-2631 0
MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON,WASH.98065 90 ,�
O,ggrE4 SEPiE�a�P
TO' 'Y` -VJ -1,l'r m�t j ----------- DATE:
Gil 7 4- 6 /MA =:T RE: jn••� i.
ATTN; / 0" 7
GENTLEMEN:
WE ARI SLNDING YOU a ATTACHED o UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS:
D SHOP DRAWINGS ❑ PRINTS a REPRODUCIBLE PLANS ❑ SPECIFICATIONS
❑ COPY OF LETTER a
COPIES DATE Nl►ffR DESCRIPTION AND REMARKS
71
THESE ARE TRANSMITTED AS CHECKED BELOW:
o FOR APPROVAL a APPROVED AS SUBMITTED a RESUBMIT COPIES FOR APPROVAL
of FOR YOUR USE o APPROVED AS NOTED o SUBMIT _ COPIES FOR DISTRIBUTION
9' AS REQUESTED ❑ RETURNED FOR CORRECTIONS ❑ RETURN CORRECTED PRINTS
a FOR PEVIEW AND COM•EN1 a o PRINTS RETURNED AFTER LOAN TO US
COPIES TO:
r;
SIGNEDlh
7 D I.E
IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE
INTEROFFICE CORRESPONDENCE
Date August 12, 1985
TO: Bob Bergstrom
FROM: Maxine E. Motor, City Clerk
SUBJECT: CAG 063-85 - Horton Dennis and Associates, Inc. - Professional Services
Contract - Lake Washington/Kennydale Sanitary Sewer Study
----------
We return herewith fully executed document(s) , as above-
captioned, copy of which we have retained for our official
public records. Copies should be forwarded to
and the other for your file.
Pursuant to your memo of we return herewith
do^ument(a) , as above-capt toned, which have been signed by
City Officials and need to be forwardea for further execution
by
We return herewith recorded document(s) , as above-captioned,
copy of which we have retained for our official public records.
Copies should be forvarded to appropriate parties and retained
as necessary for your files.
C7 Please file a fully executed copy with the City Clerk's office
for our permanent records when received.
Thank you.
MEM:4V gn
CC:
Enclosure (1)
CAG 063-85
CONSULTANT AGREEMENT
FOR
PRELIMINARY ENGINEERING
THIS AGREEMENT, made and entered into on this day of „ c ;
1985, by and between the CITY OF RFNTON, WASHINGTON, hereinafter qlAed the
"AGENCY", and the consulting firm of HORTON DENNIS 6 ASSOCIATES, INC. , whose
address is 6133 - 6th Ave. S. , Seattle, Washington 98108, the location in Wash-
ington State at which work will be available for inspection, hereinafter called
the "CONSULTANT".
WHEREAS, the Agency desires to accomplish the Sanitary Sewer project, entitled
Kennydale - Lake Washington submerged lake front sewerline.
WHEREAS, the Agency has no sufficient qualified engineering employees to prepare
the necessary construction plans, specifications, and contract within a
reasonable time and the Agency deems it advisable and desires to engage the
professional services and assistance of a qualified consulting engineering
firm to do the necessary engineering work for the project and tD develop plans,
specifications and estimates; and
WHEREAS, the Consultant has represented and by entering into this Agreement
now represents, that he is in full compliance with the statues of the State
of Washington for registration of professional engineers and that all personnel
to be assigned to the work required will be assigned in a competent and pro-
fessional manner; and
WHEREAS, the Consultant has indicated that he desires to do the work set forth
in the Agreement upon the terms and conditions set forth below.
NOW, THEREFORE, in consideration of the terms, conditions, covenants and per-
formances contained herein below, the parties hereto agree as follows:
I
RETENTION OF :ONSULTANT
The Agency does hereby employ the Consultant to perform the engineering services
upon the terms and conditions set forth herein. The Consultant shall conduct
and complete the work in a competent and professional manner and shall furnish
all supervision, labor, materials, equipment, supplies and other incidentals
to complete the work, except for those items to be furnished by the Agency
to the Consulant as described in Section IV hereof.
II
OBJECTIVES AND SCOPE OF WORK
The objective of the Agreement is to provide engineering services necessary
for the study of existing sewer system and the preparation of plans, specifi-
cations and other documents required to go to "Public Bid"for the Project as
described in the attached Exhibit "A".
(i )
The Scope of Work shall include all services and materials necessary to accom-
plish the work as indicated Mow:
A. Sanitary Sewer Study Projact - Kennydale Sewer - Lake Washington Lake Front
Collection Sewer (Exhibit A)
B. Optional Work After t e Study (A)
Prepare construction plans for the remedy of sewer system in conformance
with Department of Ecology .standards. Procedures shall be consistent
with the provisions of the current edition of the APWA Specifications:
1 . Plans shall be prepared in such detail as to permit the convenient
layout in the field for construction and other purposes within a degree
of accuracy acceptable to the Agency.
2. Plans shall be in such detail as to permit the development of an
accurate estimate of quantities for the Dertinent items of work to
be performed in the construction of the project.
3. The scales to be used, the lettering and general delineation of the
plans, shall be such as to provide legible reproduction when the plans
are reduced to one-fourth of their original size (50 percent reduction).
4. The horizontal scale for the plans shall be "one inch equals twenty
feet".
5. Construction plans will consist of a vicinity map; plan sheets showing
the typical sections; special sections; special details other than
standard details available from the Agency's standard drawings; special
layouts; plan profiles and cross sections.
6. Plans shall include complete details for the proposed project, work
to be performed by others, and details as necessary. Plans shall
show all the existing physical features, surface and sub-surface
facilities, as determined by field survey or indicated on Agency
or utility company records, for the area included in the right-of-way,
or if necessary, outside the right-of-way to include pertinent details
adjacent to the right-of-way.
7. Special Provisions shall be included in the contract plans for items
of work not covered by the APWA Standard Specifications, as required
to peoperiy cover the work contemplated by the plans.
8. The Consultant shall furnish such pertinent information and data with
respect to the plans and designated as the Agency may request,
including, but not necessaril , limited to one (1 ) copy of the quantity
and design computations.
9. The quantities shall be divided into parts corresponding to the
construction contracts or as otherwise designated by the Agency.
These quantities shall be as near as possible to the actual quanti-
ties and shall not be arbitrarily increased. The Consultant shall
apply to the computed quantities an estimated unit cost of construction.
These quanti es and cost estimates shall be based on prevailing average
bid prices received on similar projects.
(2)
The Consultant shall perform all work described in this Agreement necessary
to the complete design of the project to conform with the policies and standards
set forth in Section III .
The Consultant shall prepare such information and studies as may be pertinent
and necessary, or as may be requested by the Agency, in order to pass critical
judgement on the features of work. The Consultant shall make such minor changes,
amendments or revisions in the details of the work as may be required by the
Agency. This item does not constitute an "Extra Work" item as covered in Section
Ix of the Agreement. When alternatives are being considered, the Agency shall
have the right of selection.
The plans and specifications shall be verified by a complete check by the
Consultant.
III
DESIGN CRITERIA
The Agency will designate the basic premises and criteria for the design.
Reports and plans, to the extent feasible, shall be developed in accordance
with the latest edition and amendments of the following:
1 . City of Renton Standard Specifications and Plans
2. APWA Standard Specifications
3. APWA Construction Manual
4. Department of Ecology Design Standards
IV
ITEMS TO BE FURNISHED TO THE CONS;ILTANTS BY THE AGENCY
1. The Agency will furnish the Consultant copies of the utility plans,
profiles, cross-sections or documents available to the Agency that
will aid in the preparation of the plans and studies within the limits
of the project.
V
DOCUMENTS TO BE FURNISHED BY THE CONSULTANT
The following documents, exhibits or other presentations for the work covered
by this Agreement shall be furnished by the Consultant to the Agency upon com-
pletion of the various phases of the work. All such material , including photo-
graphic negatives used in the project, shall become and remain the property
of the Agency and may be used by it without restrictions:
1. One copy of completed study and contract drawings and specifications
prepared under this Agreement.
(3)
2. One copy of detailed estimate of cost of the work to be constructed.
3. One set of all sheets comprising the set of contract plans on permanent
scale stable reproducibles, together with one (1 ) copy of all pertinent
reports, drawings, etc. , plus an equal number of revised copies, if
review discloses that revisions are necessary.
4. One copy of special provisions to the Standard Specifications.
5. One copy of the quantity and design computations for construction
of the Project.
6. One set of all survey notes taken by the Consultant - originals only.
VI
TIME OF BEGINNING AND COMPLETION
The Consultant shall not begin work under the terms of this Agreement until
authorized in writing by the Agency. The time required, in calendar days,
for completion of all work under this Agreement shall be 60 days following
written authorization to begin.
Established completion time shall not be extended because of any unwarranted
delays attributable to the Consultant, but may be extended by the Agency in
the event of a delay attributable to the Agency or because of unavoidable delays
caused by acts of God or governmental actions or other conditions beyond the
control of the Consultant. The Consultant shall make written request for time
extensions to the Agency setting forth the reasons for the delay :,s specified
in Section VII , A.4 following.
Delays attributable to or caused by one of the parties to the Agreement amounting
to 30 days or more, affecting the completion of the work, may be considered
a cause for renegotiation or termination of this Agreement by the other party.
VII
PAYMENT
The Consultant shall be paid by the Agency for completed work or services
rendered under this Agreement as stated below. Such pay,nent shall be full
compensation for work performed or services rendered; for all labor, materials,
supplies, equipment, and incidentals necessary to complete the work.
A. Base Work Element
�r cI
Payment for work accomplished under the terms of this Agreement shall
be en a Lump Sum basis for the total amount of1Gj1:1: f'`for professional
services plus direct non-salary costs at cost plus 10%.
B. All vouchers shall be submitted by the Consultant to the agency for
payment pursuant to the terms of this Agreement. The Agency shall
pay the appropriate amount of each voucher to the Consultant. Progress
payments may be claimed monthly a proportionate amount of the fee
(4)
payable to the Consultant based on the estimated percentage of com-
pletion of the services to date.
C. Payment for extra work performed under this Agreement shall be paid
as agreed to by the parties to this "agreement in writing at the time
extra work is authorized.
D. A short narrative progress report shall accompany each voucher for
progress payment. The report shall incluee discussions of any problems
and potential causes for delay.
E. Additi,,..,i1 work demands will be separately negotiated between the
Consultant and the Agency and define the scope and fee separately.
VIII
EMPLOYMENT
The Consultant warrants that he has not employed or retained any company or
person, other than a bona fide employee working solely for the Consultant,
to solicit or secure this contract, and that he has not paid or agreed to pay
any company or person, other than a bona fide employee working solely for the
Consultant; any fee commission percentage brokerage fee, gifts, or making of
this contract. For breach or violation of this warranty, the Agency shall
have the right to annul this Agreement without liability, or at its discretioi.
to deduct from the Agreement price or consideration or otherwise recover, the
full amount of such fee, commission, percentage brokerage fee, gift or contingent
fee.
Any and all employees of the Consultant, while engaged in the performance of
any work or services required by the Consultant under this Agreement, shall
be considered employees of the Consultant only and not of the Agency and any
and all claims that may or might arise under the Workman's Compensation Act
on behalf of said employees, while so engaged and any and all claims made by
a third party as a consequence of any negligent act or omission on the part
of the Consultant's employees, while so engaged on any of the work or services
provided to be dered herein, shall be the sole obligation and responsibility
of the Consultah
The Consultant shall not engage, on full , part-time basis, or other basis,
during the period of the contract, any professional or technical personnel
who are, or who have been at any time during the period of this contract, in
the employ of the Agency, except regularly retired employees, without the written
consent of the public employer of such person.
During the life of the Agreement, the Consultant, for himself, his assignees,
and his successors in interest, agree as follows:
A. Compliance with Regulations; the Consultant will comply with the Regula-
tions of the U.S. Department of Transportation relative to non-discrim-
ination, Title 49, Code of Federal Regulations, Part 21 hereinafter
referred to as the "Regulations", which are herein incorporated by
reference and made a part of this Agreement.
(5)
B. Non-discrimination: The Consultant, with regard to the work performed
by him after award and prior to completion of the contract work will
not discriminate on the grounds of race, color, national origin or
sex in the selection and retention of subcontractors, including pro-
curements of materials and leases of equipment. The Consultant will
not participate either directly or indirectly in the discrimination
prohibited by Section 21.5 of the regulations, including employment
practices, when the contract covers program set forth in Appendix
A-11 of the Regulations.
IX
CHANGES IN WORK
The Consultant shall make such revisions in the work included in this Agree-
ment which has been completed, as are necessary to correct errors or omissions
appearing therein, when required to do so by the Agency, without additional
compensation.
Should the Agency desire for its own purposes to have previously satisfactorily
completed work or parts thereof revised, other than minor revisions within
the scope of the work, the Consultant shall make such revisions, if requested
and as directed by the Agency in writing. This work shall be considered as
Extra Work and will be paid for as provided in Section VII . All extra work
shall be submitted as a supplement to the basic agreement and approved by the
Agency before the work is undertaken.
x
TERMINATION OF AGREEMENT
A. The right is reserved oy the Agency to terminate this Agreement at
any time upon not less than ten (10) days written notice to the
Consultant.
B. in the event of the death of any member, partner, or officer of the
Consultant, or any of its supervisory personnel assigned to the PROJECT,
the surviving members of the Consultant hereby agrp� to complete the
work under the terms of this Agreement, if requested to do so by the
Agency. This section shall not be a bar to renegotiations of this
Agreement between surviving members of the Consultant and the Agency,
if the Agency so chooses.
C. In the event this Agreement is terminated under any of its terms prior
to completion of the work, a final payment shall be made to the Con-
sultant which, when added to any payments previously made, shall total
the same percentage of the amount which would have been due if the
work had been fully completed as the work completed at the time of
termination bears to the total work required under the Agreement.
D. In the event this Agreement is terminated prior to completion of the
work, the original copies of all plans, prints, drawings and field
notes prepared by the Consultant shall become the property of the
Agency.
(6)
XI
DISPUTES
Any dispute concerning qurstions of facts in connection with work not covered
by this Agreement shall be referred for determination to the Agenzy's Project
Administrator, whose decision in the matter shall be final and conclusive on
the parties to this Agreement.
XII
INDEMNITY
The Consultant shall comply with all Federal Government, State and local laws
and ordinances applicable to the work to be dcne under this Agreement.
The Consultant hereby agrees to indemnify and hcid the Agency harmless from
and shall process and defend at its own expense, all claims, demands, or suits
at law or equity, arising in whole or in part from the Consultant's negligence
or breach of any of its obligations under this Agreement.
The Consultant shall secure regular Public Liability and Property Damage
Insurance Coverage in the amount of SI00,000 for death or injury to any one
person and $300.000 for death or injury to two or more persons in any one
occurrence and $50,000, for Property Damage in any one occurrence with any
aggregate Property Damage coverage Of $100,000 for two or more occurrences
from an insurance company authorized to do business in the State of Washington.
XIII
SUBLETTING OR ASSIGNING OF CONTRACTS
The Consultant shall not sublet or assign any of the work covered by this Agree-
ment without the express consent of the Agency.
When work is sublet or assigned by the Consultant he shall require his subcon-
sultant to maintain the same type and extent of records ns rc ltiired of him
by this Agreement.
XIV
ENDORSEMENT OF PLANS
The Consultant shall place his endorsement of all plans, specifications,
estimates or any other engineering data furnished by him.
(7)
IN WITNESS WHEREOF, the parties hereto have executed this Agreement as of the
day and year first above written.
CITY OF RENTON
BY:$a
mayor 0R—
ATTEST:
City Glerk
HORTON DENNIS R ASSOCIATES, INC.
f
Kent os TUa, s ent
i
EXHIBIT "A"
PROJECT DESCRIPTION
Sanitary Sewer Study Project - Kennydale - Lake Washington
Lake Front Collection Sewer
The proposed project is a study of the operational problems, presentation of
alternates and selection of preferred options for the Kennydale Lake Front
Collection sewer.
This is a City owned sanitary collection sewer that extends from Gene Coulon
Park, north to Barbee Mill , lying beyond the lake shore on the lake bottom.
The sewer uses a flushing station to keep the line clear, however the line
has a continuing clogging and plugging problem.
The Consultant is retained to examine the problem and develop solutions for
the plugging proklem.
The work tasks for the Consultant are:
1 . As-built sanitary sewer by field survey. Develop basemaps with 1"=20'
scale, showing adjacent property improvements, docks, boat houses,
and possible access ways for additional cleanout. Plan and profiles
shall be prepared. As-built locations on the lake front docks shall
be marked with metal plaques.
2. Develop hydraulic profile and computer model of existing sewer
collection system. Review operation of sewer pumps and system.
3. Develop solution alternates and cost esimates. Present to Public
Works staff in (three) meetings and develop preferred solution. Prepare
technical memo report and present preferred solution.
Additional Elements Not Part Of Base Fee
4. Underwater inspection of the sewer line with video recording compatible
with the City's video tape equipment. Note bottom and pipe locations
and condition, examine side sewers and evidence of past or future
breaks.
5. Prepare engineering plans and specifications for construction of
preferred option.
6. Provide construction inspection and management.
1. Prepare as-built.
(9)
KENNYDALE - LAKE WASHINGTON SANITARY SEWER
BASE WORK ELEMENTS
As-Built
Project Manager 4 hrs @ $52.00 = E 208.00
Project Surveyor 2 hrs @ $47.00 = 94.00
2 man team 36 hrs @ $70.00 = 2520.00
3 man survey crew 16 hrs @ $84.00 = 1344.00
Diver(Inspection only) Lump Sum = 500.00
Drafting 160 hrs @ $27.00 = 4320.00
$ 8986.00
Analysis
Princ ;pal Engineer 10 hrs @ $60.00 = $ 600.00
Project Manager 30 hrs @ $52.00 = 15f0.00
Design Engineer 50 hrs @ $42.00 = 2100.00
Environmental Planner 40 hrs @ $42.00 = 1680.00
Computer Modeling Lump Sum = 1000.00
Printing, etc. 200.00
$ 7140.00
TOTAL AMOUNT $16,126.00
"Additive Services" - Time & E. �ense
Design - - - TBE
Inspection - T 6 E
OF k�
�•y „� z PUBLIC WORKS DEPARTMENT
DESIGN/UTILITY ENGINEERING w 235-2631
MLL MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON. WASH. 98055
90 0
0,99TEO SEP1016
BARBARA Y. SHINPOCH
MAYOR
MEMORANDUM
Date: May 16, 1985
To: Larry Warren, City Attorney
From: Bob Bergstrom, Engineering Supervisor
Re: Professional Service Contract - Lake
Washington/Kennydale Sewer Study
Please review the referenced draft contract per form. I am
still negotiating the ee for the items and I do not have a
final price; however, it is approximately $15,000 - $20,000.
Thanks!
:jft
Attachment
ENDING
FILE TITLE
OF FILE
O
yet
lee
n ny La
l. Oh ShI fo� /1 I f