HomeMy WebLinkAboutWTR2702257 WTR-27-2257 Edmonds Ave. NE Improvements
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short Plat (SFIPL N )
:..� REQUEST FOR PROJECTN Prelim.Plat (PPN )
CAGN )
To: Technical Services Date WON ty''j'7 3 GreenN
From: Plan Review/Project Manager KA Y e4 j) y-I T IP l r r.
uE
Project Name F—DOOODS d()GAAJF ^ 1 LI PKOdEN1*-i✓TC
tlunoen mu)
Description of Project FDu to< Q / f)S Xr&A_ks1n ) 4.
JMP,eDdENe.vTs A-T ,L-E 3K-n S7-
Circle Size of Waterline: 8" 10" 12 Circle One: ew or Extension
Circle Sin of Sewerline: 8" 10" 12" Circle One: New or Extension
i
Circle Size of Stormline: 12" 15" 18" 24" Circle One: New or Extension
Address or Street Name(s) r-nM n•.n 11,1 a i L
DvIpr/Contractor/Owner/Cnslu: (} f .FDR K. C'.2C'ST T21A� ASSOC.
Check each discipline involved in Project Llr Dnvg N of sheets per discipline
M- Trans-Stone 'IY�t �j.a,,,.i�- ❑ ❑
/(RoaAwsyNninsge) (0/f see wp wmrs ,¢x uCe b..suer) find..ft TESL shm¢)
R Transportation (sis.W¢.e�a br a«e Lybwp ❑ 42 Q
❑ Wastewater ❑ ❑
-seniWy so.0 M.�(irmx r,Ki¢e.¢K)
gr/Water (Mum VA.,tlym u) ❑ ❑
(Indude wmpoxirc a nwimn W CM abx¢)
❑ Suface Water ❑ ❑
Improvements ircluA i..) L
TS Use Only �� '� 40-;125 7
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Approved by TSM Date:
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W- 22 57
Return Address:
City Clerk's Office
City South on
Grady
1055 South Grady Way
Renton,WA
ry
t1Q11?
KIMG COUN ^ypY U.M
a BILL OF SALE Preperty Tax Parcel Number: portions of
co Project File M: Street lnxrseaiom M 1rd St 6 Edasseda Ave
a Grantor(s): Grantee(s):
t V Ptanta Limited Partnership 1. City of Renton,a Municipal Corporation
c., The m Grantor,m naed above,for,and in considersh un of mutual be efits,Mosby asm.,,bagdns,sells and delivers to
the Grantee.as Waved above,Nc following descrhed penond property now locoed at
c Edmunds Avenue emth of W lyd Street
e w..the Ciry of Renton.County of King and So-w of Waihingtoa to-wit:
0
aide% lined feel at paves,
sc inn completed rYadwY incluClosing
Final
curb, gutter and
.lyd otok specifically described Exhibit
on the RoJect Closing Firul Cost Data and
IrventorT Pu[m attarMd as EM163L YAe.
• 1621059006, 1621059001, 1622059a,8, and 1621059061
By this conveyance,Granmr will warrant and defend the-ale hereby wade unto the Grantee against W and even person
or pmoru,whomsoever,lawfully claiming or to claim the acme. This conveyance shall bind the heirs,executors,
administrators and assigns forever. t
IN WITNESS WHEREOF,1 hnv<hertw!o sa my bend and sad the day and year as wdnen below.
t LA PUNTA LD(ITO PARVIE SERF s Yashl ton limited mrtnershi9 -BY P®t0 I.Va) , Im , its eral partner
name : Mark A. Seattle Nv � Title : Vice President
Noury SW mum be within box UAL FORM OFACANOWLEDGMEN7
STA OF WASHQJGTON )SS
t CO OF KING )
I t rti if
I know or have satisfactory evidence that
Signed this instrument oral
acknowledged it in be hisrha/Netr free and voluntary act for the uses and puTosu
1 mentioned in the instr ard.m
Noary Public in and for the State of Washington
Notary(Print)
My appoin®ent me=:
Dated
N:)FORMSWCRECOlL"OS.DOMbh Pelt t
.:arm
EERIEIT 'W'
PROJECT CLOSING N 11;eA can Dm
FINAL COST DATA AND INVENTORY •m Im•aen
Edmonds Avenue
SUSIECT: EEren Ainn CITY PROJECT NUMaERS: W'IR
WWP.
So. of NE Jrd Sr. SWP
NEe.0"'•n
TED
TO Q r[vmn FAoM: Le Pi n����{I,,��pm�iced Partnership
7e 06
Na+Ma•wffisVP --
NXKUselleNsmseL<Werti Tn4ur11• WA 9Al iA -
Rve., ASM03S W
RaeOe.WA919S DATE.
Pe,the mqus¢of the City of Renton,the fallowing infovm.tion is furnished..eem{ng final coat.foa impmvemssv
immited for the abave Seferen.ed pmjtCt.
WATER SYSTEM Cn"SIRVCTCN LYM
L • S4° TSp•LF WATEVA N
169Q_ O �J'�_ �J1L WAT0.NALN
LF
—�L f.,O al �— --W'AIRDIALN f `.
�—LF.of W'ATERNU
—uMd _�OAnvALvas
Ut,a OATEVALVES
—�EACKO �—• --Mrs VALVES
�_EACN eY nlE inn.+ FPE NYDRANTA35ENBLIES $ i,Dp0.00
s4$.6Jo 00
(ce4efr4xTs:Ku mate•wm4Pama) _
c nMva c..tl:an,YKas4uTuvFRIt<al. 3 'I •§.
O TC:1CO3T PoA WATFASYSIEM —S�L�SSJ�ES
O [ Sc-MArewM' _�3OR11`:inE[YSTEAI'
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OS Leepn SaS Ln L7.96 Su• TM
,, iPoAN tnT
_ StwT.,u�.p LF N
_LP.<' --aDKixn 1296 I,P.ef - - —SS9L t LRS
N LF.et N/A— SFM3AIAn LF.of -�M.ILM
EA.! DWQRR MAfiG:e3 EAO __STOLN:'SOI(r123
Me! DIAVRSRMAYLtlS �L�RA
eI TES.. 1 LDOL�~Gi-IOA3n
C o^0"—,fee—,.TEZTu EAaf _�510e}SGTCWASLN ��' :
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C Tp n�tgTTPoR)4 RMYfeWFe 3YS3e}I j_ IryNie4:0 -
y TOTALNSTPoRdT9RM MAMAnt3Y1T3M STl
STRE1 IMPRONEME?M 0nm:eiag C1A,Lunn.S:r.et.AIPM&hneWnt me 3: eVUh )
$58 $00 00 1 577 L F f o d d including d U
_ sidewalk or. aasc id f the cod
SIGNALPATIO.N.(Lx1aW Ens.Deaf Can.01 hnut Feel.WA St SWs TLu �.
$Ll 700 00 SLSDal mcd'fi- t` n ec NE led and Ed d Ave ,—
STREETLIGRINO:(I4 MEng.D4'f Cmu.C4PEmRF•K.WAS'S"Tu)
$34 600 00 Nine scree[ lithos
is Plants Limited Partnership -` ',T, n�
a Washington limited artnerahi 206-575-2000 �,�g,-67S-IZD
n v men c. F
P. ac ingcon corporation J _
its General Partner
Mark A. (tSmIIDViN le, V.P.
. ....... -[c=.. (c e"eaesi el•�0.wme:ad,R.:
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1A1-2 2 57
CONSTRUCTION REPORT FOR PUBLIC WATER SYSTEM PROJECTS
Effective September 9, 1983 the following Regulation applies: WAC 246-290-040(3).A construction report
shall be submittcd to and accepted by the department within sixty days of completion and prior to use of any
project for which plans and specifications have been approved by the department for projects designed by a
professional engineer. The construction report must be signed by a professional engineer. The report shall
state in the opinion of the signee whether the project has been constructed in accordance with approved plans
and specifications and the installation,testing and disinfection of the system were carried out in accordance
with department regulations. r
a) If a project is being completed in staged construction,aaach a map and description of portion of project
being certified as completed as approved on date given below.
b) As future portions of staged construction projects arc completed,each must be certified as required by
WAC 246-290-040(3).
c) Additional certification forms are available upon request from DOH offices listed below. —
City of Renton i' DOH Water System No. 71950L
200 Mill Avenue South
Renton,WA 98055 Referendum No.(if any) i
PROJECT NAME AND DESCRIPTIVE TITLE: Date Specifications Approved
City of Renton Water System by Department of Health
King County August 18, 1993
Renton Project Numl-r WTK 2-1 2251 (1990 om1mb li"T Water SJStem Plant
Project Title. Ed-Vio,ids Ave I)F_ EXZ`easlo.l _
The undersigned engineer or his authorized agent has inspected the above-described project,which as to
layout,size and type of pipe,valves and materials,reservoir and other designed physical facilities has been
constructed in accordance with specifications approved by the Secretary,Department of Health,and in the
opinion of the engineer,the installation,testing and disinfection of the system was carried out in accordance n
with the specifications approved by the Spc(q(ary
ry
Engineer
C
Engineer's Seal -
1
ANGcu;e 2$ Igyg
Please return completed form to DOH office checked below:
NW Drinking Water SW Drinking Water Eastern Drinking Water
MI Environmental Health ❑ Environmental Health ❑ Environmental Health
1511 Third,Suite 719 Mail Stop 7823 1500 W Fourth,Suite 305
Seattle,WA 98101 Olympia,WA 98504 Spokane,WA 99204
H-DIVISIONS\UHLITIESI M96-361.11-DC
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CITY OF RENTON
Plannin g/BuildingJPublic Works Department
yy xma Teeav,Martin- GrggZl.menrRu P.E Adm0WjWw
eY t� •
Septemner 30, 1996
Dana Waaen
Segale Business Park
P.O.Box 88050
Tukwila.WA 98138
SUBJECT: WATER MAIN UPSIZING-CEDAR CREST
EDMONDS NE EXTENSION
Dcar Dana:
Thank,you for your cost break down regarding the-ost differential of 8"to I T'pipe and related t
fittings. After review of your submittal, the City is prepared to offer Segale Business Park a ' -+
reimbursement in the amount of $13,606.36, per the provisions in Resolution 92164. This
amount reflects the additional costs to inst 01 a '2"main and appurtenances in lieu of an 8"main. -s
The request for an additional El,I tNl for additional bedding material is denied. '
s
If you have anv questions,please contact me at(206)277-6208.
Sincerelv,
Rick Moreno a,
Water Utility
I t.U(3t:b.96-031.R L M:�S
i Aaachmenr
i CC I Ys Hornsby
i
200 M`t_1�l Avenue South-Renton.Washington 98055
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Shaell �
Cost Break down for Cedar Crest Water line installation
Quart. Unit IDasaiplion____+Labor Cost klalalialCost
_ tea 16x6 Tapeirq Ma E 4.650.00 S 7,248•00
2 ea 8t4 kU Class, 50_S 1AD S 335.10
ea 8 MJ Pkg $ 150.00 S 74.52
2iea 8 MJ plugtappW Too ' $ 100.00 5 66.95
--1'ea 8 Poly Pig $ 750.00 6 2560
lea 8"MJxFL Tee -- � $ _-- 100.00 S 141.48
1 yea :8'FLxMJ G.V. -- - $ _ 100.00 S 300.01)
_ 1�a a
'MJ Cap -____.. .. $ _ 45.D0 S 30.72 i
SW IF �Y DIP CL 52 _- E 9,82B Boo
6 16,456.00
Mai 1680 LF ---{j18 Poly Wrap _ $ 252.00 S 873,80
_-
4 ea -To'
block
_ _-...__..$ 18000 S . 250_.00
1!ea 88 MJzFL Tee $ 100.00 S __ . -
7 N _ 8x6 Thrust block S 45.00 S 62.50
16 LF Poly Wrap 6" _.-_. S 2.25 i 7.00
1 w - -8 MJx2'IP Tap lee $ 100 00 6..__---bt 78
Tatat Ctnt y . $ 19_55225 S _ 21
----t1e6 - '',Bx12 Tapping lee E 1,850.00 S 3,820.00
24a 1202 MJ Cross - ' E - 21D.00 $ 604.80
-_-
_ _ _lea -t2 MJ PIu9.__ _ --- $ 22500{$ 137.70
Zee 12 MJ pluitappped Tee $ 150.00 i $ tOB.06
_r.
1 r_ea 12"Poly P�____ b BB0.00 � E 48,00 '
-- 1 ea 12'MJxFL Tee S 15000 27324
1 ea 12'FLxMJ G Vi $ -15&00 $ F 30 81
1 lea 12"MJ Cap $ - 75.00 $ 60.18
1011011-F 112"bIP,CL 52 5 14,D28.00 S 25_552.80
18a0�LF it Poly Wrap $ 252.00 $ ,.108.60
4 as 12'thrust duck $ 220.00 $ 345.00
_ lee _ 12'Valve Vault_ $ 50000 $ 625.00
lee .Frame 8 Grate $ _ 130.00 $ 120.00
_-- 1 as 12x6 MJxFL Tie - $ -150 00'S 220.36
- _
1 p 1?x6 Thrust dock S 55.00 S 88.25
-_- 1 as Poly Wrap,6' S 2,25 $ WAD
i 1 as 12"MJx2"IP TapTee $ 150.00 $ 134.46
-T- Total Cost $ 19.277.25 S 33 W6.66
12 Co $ 1 a,6s2%'3 33 Ni.N
12"Cost s ,a,zntti'
--. $ 21,186.3.2
Cost Difference $ 5,725.00
Total Labor 6 Material
Cost Difference $ 18,606.36
Page 1
10/16/96 10:34 FAX 206 277 2476 CITY OF RENION y^�iGA06 0pp1 R,
FAX CITY OF RENTON
3555 NE 2nd Street
Renton, WA 98056
Date 1�L _ bLL9�
NumOe•of pages including Cover sheet Z-
To: Frole
V~�Y Ory� Bill Walker _
' A Mrman�ns euy.�
_ �—i� orr6'Jc wo11K5 uevailTM(r(i
�VT � pa)asaaaaeerms2.a _ ..
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thane �n.:ne ;arm mntenance 2 - o
Fax?bane 3t_� Street Maintenance 235-2616
Water Maintenance 235-2646
CC: wastewater+paint. 235-2c65
Pvchasing 277-6243
Garage 235.2640
Fax Phone (206) 277.2475
L Urgent ❑ For ywr review Reply ASAP [ Please comment
-'GALS l'Q,-v =— ��/110.[7�� �7✓�
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10i16'96 10:34 FA! 20S 277 2476 CIA' OF RENTON fa 002
OCT-15-1996 17:13
P.ae3,w3
CITY OF RENTON/WATER B.D. Fowler PAGE 2
aTTN: A/P QUOTEJ 334457
RENTON WA 080364192 DATE 20/15/06
4
JOB NAPS BID Dam 10/13/96
Line Quantity Unit Description Unit Priem EXt Pric
014 2 1 • CROSS 6-00 D0
DI, ANNA C153, CL
Ois 3 EA 12^ NO PLUG 51.00 153.00
DI, SSE, ANNA C153
'*LESS A0CES5ORIE5.•
019 1 EA 12- NJ X FL TEE 303.60 303.60
D7, ANNA C153, C/L
017 1 E7. 12" 227 X FL GATE VALVE 765.99 745.98
MAR FIG. 4067-13 ANNA
C509, RESILIENT BEAT
018 1 FA 12• NJ CAP 67.20 67.20
DI, EBB, ANNA C153
019 1,680 FT 12^ CL 52 D.I. PIPE, TJ, 15.45 25956.00 "-
C1S1/A21.S1, CENENTLINID
C104. 2OFT r
020 11650 FT 10612" POLY BAG FOR 20• 0.59 991.20
PIPE. ROIL SIZE:
29- X 4401 (221 SECTIONS) 'q
(e MIL)
022 4 EA 12" THRUST NO BID
BLOCX
5
022 1 AS 18" X 24. 9409 VALVE BOX 39.17 39.17
WATER, C62OLETE
O33 1 EA 18 X 24 CB FRALU i GRATE 103.71 '
Cl FRAME, CI GRATE 30].71
024 1 EA 12• NJ X 60 PL TEE 245.40 245.40
DI, AWWA C153, C/L
023 1 EA 12• MJ X 2" IP TAP TEE 149.40 149.60 F.
DI, AWA C153. C/L
026 1 EA 8" POLY PIG TYPE YES 25.Go 25.60
027 1 BA 12• POLY PIG TYPE ),Be 49.00
46.00
TOTAL 49575.67
,
10/15/96 17:ll TX/RX N0.3011 P.003
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100141/94 1034 FAX 106 277 2476 CITS OF AENIOS W 003 4
1
OCT-15-1996 1?113 P•10921M
• CITY Or REWTON/WATER H.7. Fovlar PAGR 1
ATTX% A/P QUOTE# 334457
RENTON WA 980564192 DATE 20/25/96
JOB NAME DID DATE: 1n/15/96
JOB LOC,ITION: PSTTyA R: NATT OVENHUS
ENG/DEBXGNER.- FOB: H.D. FOWLER CO.
Line Quantity Unit Docerlptlon Unit Price Fst Pric
001 1 EA ROMAC SST $65.42 865.42
17.55 X 8•
002 2 EA an NJ CROSS 260.60 373.20
01, AWWA C153, C/L - '
003 3 EA 6" NJ PLUG 27.60 $2.90
DI, SSB, AWWA C153
"LESS ACCESSORIES**
004 2 EA 6" NJ PLUG TAPPED 2n IP 37.20 74.40
DI, 588, AWWA C153
**LESS ACCESSORIES"
005 1 EA 6n KJ X FL TXT 157.20 iS7.20
DI, AWWA C1S3, C/L
006 1 EA 8" NJ X FL GATE VALVE 393.75 393.75
NLN FIG. 4067-13 AWWA
C509, RRSILIE)4T SEAT
007 1 8\ 6" NJ CAP 40.b0 40.60
DI, SSB, AWWA C153
006 1,600 FT 8- CL 52 D.I. PIPE, TJ, 9.15 15708.00
C151/A21.51, CEEENTLINED
C104. 20FT
009 1,690 rT 4,6,48' POLY RAG FOR 20' 0.47 789.60
PIPE. ROLL SIZZ:
21- X 440' (22' SECTIONS)
(8 NIL)
010 4 EA CONC HYD RLCX 6 X 16 X 4 3.51 14.04
TRW Oil 1 LA On NJ X 6n FL TEE 149.40 142.40
DI, AWWA C152, C/L
012 1 EA 8n MJ X 2- IP TAPPED TEE 94.20 94.20
DI, AWWA C153, C/L
013 1 EA ROMAC SST 1272.60 1272.60
17.55 X 12n TAPPING TEE
I10115/96 17:11 TX/RX Y0.1011 P.002
SEGALE. BUSINESS PARK
September 26, 1996
Rick Marino
±� City of Renton Public Works
200 Mill Avenue South
Renton. WA 98055
Re* Water Main Upsizing - Edmonds NE Extension
Cedar Crest
Dear Mr. Marino:
On July 30. 1996 1 wrote Lys Hornsby requesting reimburserrent for the cost differential for
increasing the waterline a Edmonds Ave fron, 8 inch to 12 inch. At our preconstruction
meeting you requested additional cost information. Attached is a detailed breakdown of the
cost difference between the two litres.
The subcontractor had included$1,089 for asphalt patching in both bids so this has been
subtracted. Alsc,Segale was supplying the bedding material for the pipe and since the 12
inch line requires more bedding material $1,100 has been added to the cost of the 12 inch
line. The total cost for the 8 inch line is $48,755, and the 12 inch line is $68.461. for a
difference of$19.706.
Please contact me at 575-2000 sh..uld you have any questions regarding these items.
Very truly yours,
SEGALE BUSINESS PARK
Dana Warren
Enclosure
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From Neil R. Watts
To: Kayren K. KittriCk
Subject. FW. Cedar Crest
Date. Tuesday, August 20, 1996 527PM
This is sort of OK. If you can, let them know at precon mtg that if they don't submit detailed coat item
listing(with costsl, that the City cannot pay them anything toward the required 12"main. No list S $0.00 .Y
+`• contribution by City,
Main appears to be in 436 foot pressure zone. Any idea on finished floor elevations for Cedar Crest or
.e•` LaColina? if so. you may want to check pressure to see if it will be within acceptable range.
N;
Good luck at precon.
6y the way. there will be no staff support for RPW meeting. Jim H. knows issues pretty well, so it should
go alright
x,r From: Rick L. Moreno
To! Kayren K. Kntnck .i♦
.1 Cc:Neil R Watts
Subject: Cedar Crest
Date: Tuesday. August 20, 1996 5:07PM
I wanted to address some issues before a pre-con was neld
ta�r«i<F , RrsL I realize this projed was requested by the Water Department to ups¢e from an 8" main to a 1 2'
i+ti main. What I don't know is that the actual cost breakdown of the 6" main vs. 12" main. So, please let the
i developer know that we want to allow them the"opportunity" to substantiate his costs before we come to
r an agreement on reimbursement,
Second. 1 have looked into the matter of what pressure zone this area is being served from. The tie-in
connection at NE 3rd and Edmonds is in the 436 zone. However. I don't Wow where wether the finished
t grade of +: 300 at the south end is a requirement to have a prv. It should be addressed by someone who
;�. can make that cab
That's all the major concerns 1 have about this project.
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ATTACIMENT A
PERMIT NO. C960115 i
EDMONDS AVENUE EXTENSTION IMPROVEMENTS
Inspector: Dan Thompson Project Manager: Kayren Kittrick
Phone: 999-1928 Phone: 277-4499
FRANCHISE UTILITIES:
1. The franchise utilities require copies of the approved construction drawings before
designing their facilities. Provide a copy of the approved composite drawing to each utility
for inclusion with their permit application.
2. Each franchise utility must apply for a separate permit prior to construction in existing or
future right-ol'-way. A tdueline drawing showing the location of all utilities, city and
franchise, in redlines shall be submitted to the third Floor :ouster for City review two
weeks before installation.
3. All franchise utilities shall he separated a minimum of live feet(5')horizontally and twelve
inches(IT')vertically from C[c utilities.
GENERAL:
1. CALL FOR INSPECTION' (24 HR NOTICE) BEFORE YOU START WORK.
NOTIFY FIRE, POLICE AND METRO OF CONSTRUCTION SCHEDULE. CALL
1 911 FROM A LOCAL LAND LINE ONLY. FIRE DISPATCH FROM CELL
PHONE:854-2005
2. Contractors are advised to only use sets of drawings stamped and signed by the City of
Renton for constructing utility and transportation improvements. The approved plans do
not constitute a fill and grade permit or grant any rights to till and/or grade outside of the
right-of-way. Keep a set of approved drawings on-site at all times.
3. Work hours for hauling in right-of-way are weekdays. 8:30 AM to 3:30 PM, Saturdy by
j approval only and no Sundays. Construction hours: 7:00 AM to 8:00 PM. Any changes
to work hours shall have prier approval from the City of Renton.
i
I 4. Contractor must call for City inspection before 3:00 p.m. on the previous day. Overtime
takes special authorization and scheduling in advance. Pay schedule is $50 per hour for
{{{{ overtime.
5. Keep the streets clean. Truck washing and other measures as approved required for the
duration of the profject. Provide whatever measures necessary for cleanup and dust control
during job and at night. +t
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6. Traffic control and signing to he in accordance with the Manual on Uniform Traffic
Control Devices_ Flaggers shall have hard hats, vests, signs and certification card. Haul
legal loads and observe all traffic laws. All truck maneuvering and materials storage to be
on-site only. Right of way to remain unobstructed when possible. No stockpiles on right
of way.
7. All utilities mmt he inspected prior to backfill.
8. The contractu-, as well as the engineer, shall keep as-built drawings. All changes shall be
shown on as-builts. As-builts shall be per City specifications. All bends on waterlines
shall he surveyed prior to backfill with horizontal and vertical control for all bends
established. Sewer lines may he surveyed after backfill at manhole access. As-built
drawings must have a P.E. or L.P.S. stamp. Final occupancy will not be issued until
receipt and approval by the City of project utility and transportation improvement as-built
drawings.
9. For any field changes If minor,submit a shop drawing or schematic through the inspector
or by FAX. 277-4455. If major- the project engineer should submit drawings and "n
complete justification, intormation and calculations as applicable to the Plan Review
project coordinator. The City will answer by memo or schedule a meeting within two days. ,
The field inspector can not give approval in the field for construction changes.
#.
FIRE PREVENTION: 'ei
1. Maintain access to site at all times. Must be able to support emergency equipment in all
types of weather. Hydrants must he in place prior to any comhustable installation above
o the foundations. ;.�.
).4
2. All new hydrants shall he Cory type hydrants to be painted Safety Yellow. Iowa and
Renselear are manufacturers of Cory type. An alternate fire hydrant, Clow Medallion or
Mueller Super Centurion have been approved for use. Any hydrant installed shall be
equipped with 5-inch diameter Stortz"quick connect" style fittings.
3. New hydrants are to he covered with burlap bags until operational. -�
4. All Mocking must he inspected by a City inspector prior to backfill.
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5. Leads that exceed 50 feet in length shall he 8"diameter pipe.
6. Call 911 from a local phone if the watermain needs to he shut off(emergency only). All
other water mains or valves shut down,call Renton Water Department at 235-2646,
7. Fuel: any temporary on-site foel supplies shall have a separate permit from Fire
Prevention,
8. All underground mains serving fire sprinkler systems must he installed by a Washington
State certified fire sprinkler amtractor. ow
9, Notity antral dispatch 24 hours prior it, work in the existing right.of-way. (Local Land
Line i 911)or Fire Dispatch(cell phone-85i-2W5)
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10. Any Hazardous Mal -ials Permit or Hot Works Certification may he arlied for through
Fire Prevention,se-... floor of Renton City Hall.
CITY UTILITIES
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WATER:
I. Pipe materials, valves and finings shalt he as indicated in the apprr+ved plans and standard
notes. In the case of construction in proposed new roadways, all construction of the road
prism shall he a•.complished and in place prior to utility installation to avoid damage or
distuthance of the infrastucture.
2. All connectio, - ^xisting mains shall he accomplished by the City of Renton or an
approved co, .. The contractor constructs the new water main to a point about ten
feet short of .,tv existing main. All necessary excavation, shoring, and materials are
supplied by the contractor and shall be on-site prior to scheduling. Allowing at least two
working days advance notice, schedule the connection through the construction inspector
or with the contractor upproved for taps by the City of Renton. A list is attached for
reference.
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3. Procedure for cleaning etM construc'em testing of new water lines:
a. Temporary and permanent thrust blocks shall he formed. Concrete for thrust blocks r-
shalt he delivered to the job. No on-site mixes are allowed. All blockir ,, must be
inspected before backtilling.
b. Pipe cleaning shall he by poly pigging through vertical crosses installed at the ends of
the water lines to serve as pig launches and sediment traps.
e, All water lines shall he pressure tested to minimum of 200 psi or 150 over operating
pressure(static)for 2 hours. Services may be tested separately by visual inspection of
the carp stop under static pressure.
d. Chlorinate for 24 hours, using liquid chlorine and cl''Iaine pump assembly. The
inspector shall schedule chlorinating. Five working days advance notice is required.
e. Water used for flushing water lines shall be drained into sanitary sewer only.
f. Purity tests are collected by the construction inspector at blow-offs and hydrants.
Water purity tests are taken to the laboratory on Wednesdays. Contractor shall arrange
courier service for any other day. Test results are,rvailable in 5-7 days.
4. Crushed rock backfill to grade is required in City right-of-way. Recycled concrete may be
used in lieu of crushed rock haacfill. Pit run type material may be considered for use in
hackfill by the construction inspector. Compaction testing may he required.
5. Where conflict exists,the water main shall go under other utilities, however, it is preferred
that no water mains shall have more than 6 feet of cover. All water mains shall have a
minimum of three feet of cover.
6. All pipe shalt be poly-,yapped.
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7. Final acceptance shall he alto final walk through inspection, adjustment of all stmnures, --",
and approval of as-huills and cost data inventory.
g. A pressure reducing valve(pm) may he required. The water main to be lapped is in
rry.:^C,• the 436 prrswrr zone. Owner's engineer is It provide proposed finished floor
elevations and a recommendation of whether a pry ds Times arv, mrd dr so, where it is
be located.
,. rr STORM.
I. Approved temporaryerosion control measures are to be installed and maintained at all
times for the duration of the project to the satisfaction of the Public Works inspector.
-Y + 2. All pipes and materials shall he per approved plan. All roadway excavation and backfill
for construction of the road prism shall be accomplished prior it) installation of the
-. drainage facilities to avoid damage or disturbance of the new infrastructure..
3. Contractor must notity engineer of any vertical conflict prior to proceeding with
construction Submit a shop drawing for review.
4. Bedding material shall be per Standard Specifications 9-03.12(3).
5. Backtill shall he compacted to at least 95% of maximum density.
6. Catch Basins shall he grouted smoothly.
7. System shall he flushed and cleaned. City may request that the line he tamped.
m water
it. Stathith
orwatertight corrugated
cnuplingsl)IthYha lealso rhe bedded Pipe. where permitted, shall use
in Pea t the sptngl ne
heat
TRANSPORTATION:
I. Uniform traffic manual shall be followed for street closures and routing for traffic. The
approved traffic control plan shall be in place as required.
2. Paving -- The minimum compaction shall he 95% of maximum relative density on
s,bgradt and rock surfaces. )
3. Contractor shall not leave open trenches overnight. Backtill, plate 'IT fence all trenches.
The Proposed method of cover or protection shall he submitted for approval to the
Inspector. Shoring Plates and cold mix it,he on site at all times. Cold mix for sidewalks .�
and driveways may be required by the inspector for safety. y n
4. Watch for any pedestrian traffic. Provide"sidewalk dosed' signing as needed.
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1 Approved Contractors to Perform"Wet Tap"of City of Renton Water Mains
Specr Taps,Inc.
Byron(Barney)Gibbs
309-NE 159th Street
i Seattle, WA 98135 f`
i Phone:206-363-9053
i
Pacific Wa Works Supply Co.
1-800422-2038(WA Toll Free)
Seattle's office(206)623-6468
Wutem Utilities Supply Co. _:i: •' '
10013 M.L.King Way South
Seattle, WA 98178
Phone:(206)7224800
1.800.426.8310
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u Cy'•` ' ,it,.,: 1•CC sa 1'1-;14 11"SA1 '•"•-•ainw�C1� ::S I OA :L(Klk 49 r �
n.✓:'- Lys. SEPPLpqES • 20.198E 06:23 Pill! P02
�* Ly,. E►:, CITY OF RENTON
Plannmgl6uilding/PubLc Works Department
K Plrl Clymer,Mryor _ Grape tfmme man r.y;,Administrator
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September 20, 1994 1
9 LJa f�v L
Mr, Clyde W. Summerville
Northwest Seaplanes, Inc.
P.O. Box 1645 1
Renton, WA 98057
SUBJECT: Cost Sharing for overalzing of new water main on W. Perimeter Road for
Northwest Seaplanes Hangar
Mr. 5ummerviller .1
1 hove reviewed the Cost of the pipe materiels for the oversiIing of the subject water
main from B•inch to 12-inch, that you submitted on August, 16, 1994 (cost estimate
by Aero Constructior,Co. dated 71121941. 1 concL-with the cos' of the City's share in
the amount of $6.180.92. The Citr's per shall be limited to the cost of the
overs,zing of the pipe materials, fittings and valve only and must not exceed
$6.180.92. No otne,costs shall be included in the City'a share li.e baekfill material,
street restoration, hydrants, etC.l. The water main shell be constructed per the
Elowo,red civil plans for the project The City payment w111 be made to you after the
completion and acceptance of the water main.
Please Call me at 277-6210 if you have any questions or need additional information
on this matter.
Sincerely:
Abdoul Gatou,
Water Utility Engineer
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.00 MITI Avenue South-Renton,Wasbing�nn 9RU55
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SEGALE BUSINESS PARK
July 30. 1996
Lys Hornsby
City of Renton Public Works
200 Mill Avenue South
Renton, WA 98055
Re: Water Main Upsizing - Edmonds NE Extension
Cedar Crest '
Dear Ms. Hornsby:
,k
We have made application to extend Edmonds Ave NE as part of the Cedar Crest project.
We have been requested by the City of Renton to upsize the water main from an 8 inch ",+t
diameter line to a 12 inch diameter litre. Per the provisions in Resolution 82164 we request
to be reimbursed for the cost differential between the cost of the 8 inch and the 12 inch line.
The cost differential is$19,707.00.
Please contact me should you have any questions regarding these items.
Very truly yours, ;
SEGALE BUSINESS PARK
Dana Warren
Enclosure
cc: Kayren Kittrick
PO. 8OX 88OSi7 0 TUNWILA. W.ASNINGTOYV fi*' ■ ;FLF.PHOWF "3 c75.A-k` ■
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M.A. SEGALEI INC.
Sl �� ASPHALT DIVISION
N.A. EE:Y.'_ INC. 184BA% PAGE 2
FRS :L;OTATILPI FOR PRWELT LISTED DE'iLM
PRIDCSAL TO: A.A. SEGALE, IND. °
ADOT1,33 : V.U. BOX Be"
JTI,STATE,Zlk TUINILA, WA. 96168
PR03LUT: EDNINOS AVE. N.E. - STA. Y:•ae TU 37.32.63
SITE: RENTON, Will.
A4L*... 375-alu
81J OA:c: a LAIR PROPOSAL FAX... :l!-Eli
MQTE:' % MASTER TERNS I L'UB:TiCN6
ltea 'is. Description Duant i:y BID AIT EXT1rW a
408'1::ATION L ��— 1 :LS t11,:'dB.N LS 111,54.14
STUNK DRAW 12' D1R VICE 1 :LS 139,99A.11 LS 131,996.71
WATER 1.014 12' DIA. 32eB1 TO 37+86 1 :LS 131.141.a1 LS 131,141.i1
ADDED WATER MAIN 12' DIP. STA. 21e8/5 1 :LS t36'a a.i1 LS 136,23
AeGRpOE PRFD. 7,29i :SY 16.43 SY $3,1"..1
CAUSNE.D IOLN-W/idNr 1,686 :IN 111.:1 TN 117,76140
j CALSe R1CIl-SINE RAM 379 ON sam TN 16,&Sx
AC U.AC LL 18, 1,E109 :TN 129.71 IN 135.161.28 '+
AC 814E PATH 214 IN I-&i1 IN 18,166.a
CJRB L ENTER o,e:e :LF $6.0 LF 119,296."
GUARD RAIL aa. :LF $13.041 LF IS,im.4
BARNILADL AT STA. 21e81 ci :lF 113.11 LF 1261.2i
MM RAIL 404% 2 :EA $475.08 EA 17_a.a
LIW POLES 19 EA) INCL. CUW1T I :L5 428,SSi./1 LS K9,Su.i0
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WOWIGE FOR WATERLINE LW41GE FIRS B' DIA. TO 12' DIA......................................1 $11,797.M
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CITY OF RENTON
PLANNINGIBUILDING/PUBLIC WORKS
MEMORANDUM
DATE: June 26,1996
�I
TO Kayren Kittrick
FROM' 1.D.Wilso j
SUBJECT: REVIEYtJMFNTS ON PLANS FOR EDNIONDS AVENUE NE 'y
lire water utility has the loliowing comments on the subject project:
1. The proposed 12 inch diameter water main must be located 5 feet from the face of curb: preferably i
along the easterly side of the street. Water mains are located to the side of roadways to avoid making '
� full width pavement restorations when performing maintenance and repair. '17te proposed location(free +..
feet easterly of the right-of-way centerline)is unacceptable. L
2. Reference Water Note 4 on sheet 2 5. The last sentence should read. "All ductile iron pipe
v
installed shall be polyeth)Icne wrapped per ANSI/AW W A Cl 05-77 Standards"
3. Reference sheet 4 of 5'. 1 '
a. The 12 inch gate valve at connection to the 16 inch main on NE 31d ST must have n two inch
by-pass. See detail 1 sketched on the plans. final plans must show a before and after detail of the
connection.
b. The 12 inch gate valve at the tee at the location of the future Cedar Crest Parkway must be in
ty of Renton Standard
eed
w thrust
ault
d have a The end of the 2y-pass. see inch branch tmust be terminated %detail.l g and thrust block or ak on
cap -
shackled back to a thrust Mock straddling the line.
a The note about oversizing should be removed from the plan. The developer may apply for
reimbursement for oversizing. Reimbursement is for cost differential for materials only,if approved.
4. Reference sheet 3 of 5:
nchos in diameter,a fire hyJrant assembly is required at tile end
a. Because the main is over 8 i
of the dead-end line(instead of a permanent blow-oft). See detail I sketched on the plans. Final plans
must show a detail of the termination of the 12 inch main.
5. Final plans must have separate water plan sheets. Plans must meet City drawing standards (e.g..
APWA standard symbols).
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CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT
MEMORANDUM
DATE: JuNe 24, 1996
ra
TO: ✓LYs NORNSBY
re ^' RON STRAKA
JACK CRUMLEY
KARL HAMILTON
`F Wit. >•. > I FROM: K. KITTRICK
SUBJECT: f:HMON115 AVENUF.IMVRrJVEMENTS
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+ The attached plans are early ready tin final appr�itva-__,and I will he requesting the final mylars
�; rV Son. It you have any ttilnmts nitTh6e-plants please return them to me by June 28. 1996. If no
response is received by this date, 1 will assume there is, no substantial obj&tion and proceed with
r plan approval.
r I COMMENTS:
For future reference only-no changes required: y
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Mimn revisionist prior to construction-no plan changes required:
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x? Major plan error(s)to he revised prior nr approval:
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