HomeMy WebLinkAboutWTR2700056 (2) ESMT. W FROM 132 ND AV NE 11-5 6
PROJECT NO. W'56 UTILITIES DEPART1.111T
CITY OF RE14TON
WORK ORDER NO, USAINGTON
DATE SUBUITTED- 11-25-59
DA"rE COMPLETED DEPARTMENT "TER ,
DESCn""QN OF WORK �����•
,o,tall 6" G.D. pipe in an easement running west from 132M Awr. S.E.
approximtely 1450 feet souse of S.E. 128th -at ,er atta:hed
sketch.
NECESSITY WORK TO BE DONE BYt
City Forces O
..a per property owners request Sontract
At hers
:TY UNIT COST AMOUNT
6" G.U. steel pipe % L.F.
6" Gate Valve - F x F 1 eaci
4" x 4" x 6" O.D. =te_I Tee - F1g.. Br. 1 eac .
6" Flange Adapter
2" 3lowoff As.;nri`1y I
Valve Sox
6" Dresser Coupling eud e.,0; 12.%
4" Dresser Coupling o,,;; 1?1,5r 9,r,0
Ditch* install :, back.`ill L.: .50 175,00
TOTAL COST
APPROVED BY
SUPT. OF lrrILITIES DATE APPROVED
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1n short, upon your p.ipient of 5391.4n for Meter charge and future
waterline constructiot,, the city will provldo a 3/4" water aK,tcT and
allow you to connect a toeporery line to your property. At the time of
the construction Of the 6 line, tic Citv will relocate the 3/4, motor,
at no cost to you, in front of your prooerty.
Please contact Leiv Erikson of this dopartment should you need
additional infor"tion.
Vary truly yam,
41
nl�rreJ Assistant City Engineer
i
Suly :'S, 196A
4r. Feorse Blanchard j
18615 - 107th S.E.
Renton, Washington
Dear Mr. Blanchard:
We are fOralShing tie enclosed plan and tnforrration relative to vf.ur
request about water servtce and the estivated cost of servicing your
property.
Our requirement for temporary service to your or(morty is based on:
Your nayment of the cost of the proporty's share for the
future waterline and the meter.
2. Your installation of the service lire from the meter to
your building.
ks indicated on the attached plan, we nave proposed a future G" cast
Iron waterline to be laid on the easement to serve your property as well as
properties west of your Ioeation. r"s lime will be finar:ed and 04d for
by the property owners based on the Lust of a 6" cast iron Iine, pipe fittings
and installation. me cost of conatructinR an 8" line rather then a 6" line
will be born by the property owner requiring this else or by the city. Our
estimated test for a 6' cut iron line is SS.I}0 per toot. As pruperty &butts
on both sides of th) waterline. the front foot cost will be $2.50 for a front-
age foot. The tabulation of your cost for the future water line ar:d the pr^-
sent installation of the 3/4 ' water meter is estieated as follows:
Cost of water line $2.•.0 x inS.R . t264.50
Sales Tax 11.9G
3/4 ' water pater, time and material W,09
i�d0
We cannot estieste tAe cost of the ser?ice line from the motor to your
property. You will need to arrange for that untor sepsratn cost and arrange-
rants.
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!n short, upon your •�ava»nt of $19I.40 for uetor Burge and future
and
waterline constt+rction, the city will provide a 7/4 rateAeitheertia of
allow you to cofinect a tenpmary line to your Property• t
the construction of the 9" :ins, the City will relocate the 3/4" meter.
at no soot to you. in front of your property.
please contact LvIN' Critsen of this dapartment should yr. need
additiau2 iafmmtioo.
Very truly yours.
Bert 4. iiti PIE.
Bfscc.sif
Assistant City Engiaeer
FRM
July 2S, 196A
Mr, George Blanchard
16615 107th S.1
Renton, Washington
Dear Mr, Blanchard:
We ate furnishing the enclosed plan and information relative to yea
request about water service and the estimated cost of servicing your
property.
nur reoulrement for tempo^ary service to your property is based on:
1. Your payment of the cost of the property's share for the
future waterline and the meter.
2. Your installation of the se!vicn line from the meter to
your building.
As Indicated on the attached plan, we have proposed a future B" cast
iron waterline to be laid on the easement to serve your property as wall as
properties west of your location. This line will he financed and paid for
by the property owners based on the cost of a 6" cast iron line, pies fittings
and installation. The cost of constrIcting an S' line rather than ■ 6" line
will be born by the property owner requiring this site or by the city. Dur
estimated cost for a 6' cast iron line is $S.00 Tier foot. As property abutts
in both sides of the waterline, the front foot cost will be f2•5n for ■ front-
age foot, The tabulation of your cost for the future water line and the pre-
sent installation of the 3/4 - water motor is estimated as follows:
Cost of water line 12.50 x 105.8 $764,50
Sales Tax 11.90
3/4 water meter, time and material 115.00
We cannot estimate the cost of the service line from the meter to your
property. You will need to arrange for that under separate cost and arrange-
Monts.
BEGINNING
OF FILE
ENDING
OF FILE
� FILE TITLE Gu -st
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CPY 0r RCNiON
UTILITIES DEPA;?TMENT
E4 P vAo,1r .4wir I-ea J lw? 4IFJiF
z, r4f�%ftll /�1Sd�_SOlJTNL�'_t�/ZBrn.57'
oat �It, irrJdl AW' {�ewjjj cr w.a.
ADf'3D DATE iFill
L ___.—
PERPETUAL EASEMENT
i
KNOW ALL MEN BY TIR SE PRES£NTS. j
That „ _::z0 k, f.;, i',,:, i and __. ... ._....._... l
husband and wife,hereinafter referred to as"Party of the first part"for and in conatdemtlon of ONE DOLLAR and
other good and valuable consideration,receipt of which Is hereby acknowledged,do hereby grant,release and convey
nicipal Corporation of the State of Washington, as -Party of the second Dart,"
unto the CITY OF RENTON, a Mu
an easement appurtenant and perpetual over,on.and to the fallowing described properties;. -
Kir;,�
ea t 30 it. fur ro
'J
And the party of the second par, u,have for the Vurposes of construction, rcpaq,service, and maintenance of
sewage pipe lines and any other public utilities and services.
IN ..,I NF.S'"'HEREOF the said
"parties have hereunto set their hands and seals this _.
day of
195�-
GRANTOR
STATE OF WASHINGTON 1 ss.
County or KING 1
1. the undersigned Notary public in and for the State of Washington, residing in Renton. Washington. do
hereby certify that on the
'deY .._ 19521 personally
appeared before me e as their free and
and .... _.
ahIs wire nd to e
puhposesihereln me tloned,n and whc executed the Sam voluntary"" 9
a""r//
orvea under my hand and official seal this
_.... .day of. __._..___.... ...__. ___.
Nutary Public in residing g in r a State.of Washington.
1
F,t
W of the Mate Health uei�art,r ;.t a�'j in a marscer satisfactory to
the the reel K" me -der-t• OsWtic
the Uti';itlss 9aps'ti talt- -r shall be subjected to a under
stem. the iTts.-Sks or t perfection developing under said
ricr to acooptatsce of the sy and any leaks OQFtance of the system.
Pere to of 15o to 250 Asir
11 be remedied by the contractoo before £dlaroperfars all work aon-
es3aure sha necessary 9u i"rtB prose
of a Utilities Dept. ins-
Contractor shall provide a' fittings
�c tedvity the testa and aonduct saidatnae tb mAae with pipe Joints
peatar. In so far as is practicalp s
MA valves exncaed for inspection.
4 mall Have a minimua+ cover of at least 30" belOW final �'sds up to and including
60 Pipe and to specified uran attached plans for larger pipe•
}(atsrial shall be pi.eveded and the Utilities Department shall make connections to szis'
ting ualna at contractors a rse• evelopera and/or Cuntraators obligatlOn
shall be the D.auce by the U*Slides Dep�eIIt•
Of the dltoh from
Of act = furnUh as
for L psriad Of one year Contractor shall
ob Me. prior to accept'
the This list sbial include
Upcn IL n4r2etion of the J Utilities
;a¢sent.
bcd:'.t ,fare and material typlie'• to the of sewriel installed.
a.L,.e .._:n .,,..,,Y, manufacturer an
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Crry OF' RMON
.WEClnrATIq NS FIXi WAVR MAIN 38T"TI09
Pipe & Fitt:rg-M
Pipe and fittittge -tail be installed as scheduled on attached plane.
Steel ;'Pa. creases, tees and beads shall. be O*D, etsel, 10 BabFe, dipped and
Wrapped vita 231 ;.b. asbestos. All pipe and fittings shall be�idAbricatadC-208-577 to i
conform tc AWWA -pscift;:ations C-2n2-49, 0-�3-5T, C-207-55
I
Cast hart pipe, crosses, tees and tends ehail to manufactured to conform to
A W.W,A. apecificationa C••162-53, C-106-53, C-108.53, C-110-52 and C-111-53.
Ali Pipe and fittings shall De designed for a minimum water "rating Pressure
of ore tr ndrod fifty (150) PrAlnie per sgaa'•e inch.
Gate ?al.ca mounted
-ec a�.n:.' rr :sae', ir•�.z. hx�', -.� -='-ems stem, Elul' bronzenwater operating
With - ;,. ..i.i.:. gates. Al r�alvss shall be `cal ed for aand�eh�a11 ronTnrm to
presds:cm Drug hs!preri fifty (iSC, .fie T+nr cqua provided with a standard
A.W.W..?. speeif: ',.o� G-50C-5<T- i.a a valve shall bm p
sq,are uaer.at:lg cut and shall oiler: by turnim to the left.
4a1.�P tc rRd i.` `.b type a-+--rert`•y ?n ' 7y the City shall be furnished and installed
for
Ce two 20
yi^e hrcranta ghaia be Gorey type wra a G* !last and a minLvum Mer jnc',j and one pV.O, o! roaale
hose ::.�c1ea with Na:iaal Standard T} thresdentago oPei°g nu: andd open by turning
with arat`. A Pat`.ern 5 ehar.,db par ic.h, od P ' _
} +0 the e '" ftdraatd e'oa 1 be ca st`ti,`ed jjlaWth fgateedvalve conforming to thle�
tti :is'ed .i:h fl. i1. or , .o xv, s,uiilary g
r,Acifications Ust►d for Gat* Valves,
e shall be etade of bronze and provision shall be made
Working party of fire hydrant Fire hydrants shall be of
for drainaite of barrel to protect units from hre*sia8• in trenches
snob. length 99 to be suitable for installation with connections to piping
30-bs deep-
bytaliatio^
Insts,11sticn shall be according to pjsis famished by the Utilities Dept., unless
otherwise appr:-red by the Utilitiee superintendent- The Utilities Superintendent
stall be notified prior to the start of actual construction and it will be the
egpo,13i0ity of the Developer and/or the Cotttrarr.or to secure all necessary County
or City perm'-ts and required.
All fire hyirants, teed, bends and plugs shall be adeg of I 9atefootlbearing against pouredocked with the
concrete blo,;ks cast L� Place artadeha�aarsm�su sturbedgsoil. Flocking shall bear
fitting and 2 sq• feet and
steal t taking UP or
against fittings %roily and ahni"_ be char of icinto so as to tee with tie rods
dismaMI-1ng 3oint- Fire hyd"u,t:s shall be L.ed to the hydrant
where other than, all flanged :fittings are used.
Sterilisation of watermaine stall be accomplished by the Contractor in accorda •x
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vith the requirements of the State Health Department and in a marrer satisfactory to
the Utilities super rtendert.
9
Prior to acceptance of the system, the iltstallation shall be subjected tc a hydrostatic �
presswv test of 150 to 250 psi, and any leaks or imperfections developing order said
praaware shall be remedied by the contractor before final acceptance of the system. 11
The Contractor shall provide all necepaary equipment and shall perform all vork con-
nected with the testa and conduct said teat '_n the presence of a Utilities Dept. ins-
pector. In so far as is practical, t<sts .shall be made with pipe joints, fittings
and va'-res exposed for inspection.
Pipe 1"All have a minimum cover of at least 300 Lelow final grade up to and including
6e pipe and as specified upon attached plans for lr..ger pipe.
Mstsrial shall be pioveded and the Utilities Department shall make+ oonnections to exis-
ting mans at Contrart,,rs ex-verse.
Main;a- w.."a oe the. ditch line shall be the Developers and/or Contractors obligation
for a 7e'-:3i of one year from date Of accep ante by the Utilities Department.
Upon ce-mpletion of the ,job and prior to acceptance the Contractor shall furnish as
bui'!t pans and material. list tr the U'._iiLAes Derar-mert. Th.s list shall include
the ;ac!`.'_ty, manu_'acturer and t�e of mate''-P.
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CITY of RFETON
SPE,IFIC,'.TIONS FOR WATER MAIN aSTALLITYN
Pipe h Fif.:rgs
Pipe and fittings shall be installed as.schedzled on attached plans.
Steel pipe, crc,rses, tees and bends shall be O.L. steel, l0 gsu&, dipped and
yapped with 231 »b• asbestos. All pipe and fittings shall be fabricated to
conform iL AWWA speciff:.ations c-203-57, C-207-55 and 2oB-57T.
Cast Irsn pipe, crosses, tee -ani Lendee ShJi emanfacturet conform
A.W.W.A. C-102530 V b 52an1 C- ll-3.
;.
All pipe and fittings shall 'De decigne3 frr a minimum water Operating pressure
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of amn `-.mired fifty (150) p,rcnie per square i:rch.
Gab yal%le'
Yr:..'.re<; 'r.��� 1+-ed ehsa to ,;aaS 's�:� b- ,•, :_c..-_isv,g stem, full bronze mounted
vlth d_;,."oi !.as gates. All ralvea :r.1s1: be designed for a minimum water operating
prems:rw y.' a a h'sdred fifty (150) �nvrmds per squire inch and shall conform to
A.W.W..A.. apeci.ficat4-01, C-IOC-52T. . a;h vj;.--e stall to provident with a standard
square operating runt and shall opera by tufhing to the left.
Velve b.res the type s.rrertl-✓ in Use by the City shall be furnisMd and installed
for
Fire }kJ�'Ic��h
FL-0 h;;crata enali to Corey typo wiLL a bn' inlet and a minimumM.Y.O. of $', two 2}aFL-0
hose ::-. 5iea (.-i-th Na:ice aI Standard 7} thread3 per inch and one Lv pumper nozzle
wish S ai '_e pattern 5 t .reads per ivah, 1} pentagon oper,ting nut and open by turning
to the le_",. srydraite elell be czj:ctr:cted v.th flanged
valye conn croons and to ll be
Pu.�i:ish.od .3'"h fl. t: fl. ur fi. to )r a'L "ary g
ate
specifications listed for Gate Valves.
Working parts of face ]Wxantn ans'.l be ride of bronze and provision shall- be Made
for drainage of barrel to protect omits from freezing. Fire hydrant, shall be of
;such length " to be suitable for installaticn with wrmections to piping in trenches
31-b" deep.
Installation.
Installation shall �)e according to plans furn'_ahed by The Otilitiee Dept., unless
inteadeut. The
shall otherwise oy
theities start,of actual construction Utilities
it will he
rsspoasieility of the Developer and/or the C�mtrar:nor to secure all necesaar; County
or City p4rm::3 and required.
Al: fire hyirants, tees, bend3 and plugs shah be adequately bloolmd ,r th poured ,1
concrete blo: Ca cast Ln place and have a minimum ;.f } sq. foot bearing against the
fitting and 2 $q• feet bearL:g area against undisturbed soil. Blocking shall bear
against fitti: !n anFire h`ahallts sh-11 be tlednts so tn theas to Permit t"ing = or
hydrant tee with ties rc:s
dimrarit.Lic$ J'�:nt. ,/d' "
where other thorn all flanged :i,,,Jrngs are used.
Sterilization of vatermains shall be accomplished by the Contractor in accordance
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CITY OF RENTON
UTILITIES DEPARTMENT
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UTMTIES DEPARTMENT
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CITY OF RENTON
UTILITIES DEPARTMENT
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al3n�SGYJT//lJFS�/Z$nvST
OR. ,G 0A1 E/Fl6A SCALE /"+�' I PROJECT I WP
i - A/PRD. DATE
UHZETC{
OM[ iE
a UIILIT:ES DBPARMN-A
PROJECT NO.
CITY W- RENTCN
MCP.K CADS: N0. USHING:ON
li..CY59
DATE SUBMITTED
IfA?w
DATE COMPLETED D14PAAT�NT
DESCRIPTION OF MOAK
install 6• Q.D. Vial in an jasenent running west from 132rd Ave. SA*
approxiartely 1450 feet south of S.E. 12Bth Street as per attached
sketch.
HBCrISSITY WW TO B@ DONE BYr
City fora•. C7
As par property owners request Contract
Others
ItIITY WTT CCBT AMOUNT
6. O.D. Steel Pipe 'i'3�. L.C. 1.65 577.50
6• Gate Valve - F x F 1 each 65.00 65.00
,• X 40 X 6' D.D. Steel Tec - %'U�. ,'r. 1 each 20.00 20.00
1 each 9.75 9.75
60 Flange Adapter 1 each 35.00 35."O
20 Blowoff As mbly 1 each 10.00 1'0.0C
Valve Box 2 a;-eh 6.Q 2`00
60 Dresser Coupling each e.50 C•60
40 Dresser Cou,iling 350 L.F 0.nr) 175.07
Ditch* install 8 backfill
Sul tote hU•
sales
Overhead 91.30
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T07AL COST
APPRMID By
�ti:. A�?9(7JED
SUPT. OF UTILITIES