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FILE TITLE /
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} Y' I IB ofsale I
v116N RECORDED R.'1VAN TO P,ol«r File e
3c` I ollka dthr car Ckh Slr.
iluQ'aa
aerators NUAMpar aulWiat Gn name
200 min AR.rowh MEET INTERSECTION oKies
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BILL OF SALE R
KNOW ALL MEN BY THESE PRESENTS: That Tall Fire Associates
of
County of King ,State of Wahington,the part(y/iaa of the first part,
for and in consideration of the sum of One
Dollars
lawful money of the United States of America,to City of Renton in hand paid by S
the pan(y/iaa of the second part,the receipt whereof is hereby acknowledged,doles)by
them presents grant,bargain,sell and deliver unto the said part(y/ies) of the second part,the II
following described personal property now located at 4808 N.E. Sunset Boulevard
in the City of Renton ,County of King and State of Washington,to-wit' I
t!
See Attached Exhibit
TO HAVE AND TO HOLD the same to the said pan(ypnis)of the second part,(their/NM dial)
V4 heirs,executors,administrators and assigns forever. And said part(y/les)of the first part,for
d' (tlseir/his/heo heirs.executors,administrators,covenant(s)and agrees)to and with the said
0 part(yAsO of the second part,(their/NNlirer)executors,administrators and assigns,that said
part(y/ln)of the first part(is/ate'/the ownc*)of the said proppeerty,goods and chattels and
his(**good tight and full authority to sell the same,and thatTbll irs AssrlFiIl warrant and
defend the sale hereby made unto the said part(y/Rs)of it,t second part, (IheirylAsl7wtr)
executors,administratorst and assigns,against all and every person or persons,whomsoever, -
lawfully claiming or to claim the same,
LrIN WITNESS WHERE-OF,The said part(yMs)of the Bat part has(ea)hereunto sec(Npil/hisAaara
hand and seal this day of
•LEA�aM- p�f�af;iC of SCbfT"�-A4I'�A1
STATE OF WASHINGTON ) /NJES Ali- A•.T�, 66A06+KA'4- po-{eT,Jfi@
SS pF TALI- 10:445 4ZSO4*1rS,
COUNTY OF KING )
I certify that I know or have satisfactory evidence that, is the person who
appeared before me and said person acknowledged that (he/she) signed this instrument and
acknowledged it to be(his/tier)free and voluntary act for the uses and purposes mentioned in
the Instrument.
Dated:
Notary Public in and for the State of
?T(6-00f(. Washington
Notary(Print)
ura,muaDSFoaat DocnsvN" My appointment expires:�
i
STATE OF WASHINGTON )
)ss.
COUNTY OF KING )
On this day personally appeared before me DREW R.PRELL,to known to be the President
of PDM-Reruon Development,Inc.,General Partner of Seattle-Renton Investors Ltd.,General Partner of
Tall Firs Associates,described in the foregoing instrument,and acknowledged the said instrument to be the
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free and voluntary act and dad of said general partn!rship for the use ^.nd purposes therein mentioned,
and on oath stated that he was authorized to execute the!aid instrument on behalf of the general partnership.
GIVEN under my hand and official seal this 27th day of Match, 1995.
i
f^, Janet D.Sumner
3ja;w�x
�p Notary Public u,and for the State of Washington,
r+
H residing in King Courtly -r--S'�.-4✓+y!��S 5
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Moron,WA
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EXHIBIT "A"
Watermain Improvements
775 lineal feet of 8" Ductile Iron watermain
I ' a
j 4 each 8" Gate Valves
2 Standard Fire Hydrant Assemblies
p
EXHIBIT "B" -
Storm Water System Improvements
78 lineal feet of 8" 01 storm line
y
19 lineal feet of 12" ADS storm line
2 each Type I Catch Basir•s
1 each Type II Catch Basin
EXHIBIT "C"
Street Improvements
76 square yards of Asphalt Pavement
C340 Lineal feet of curb and gutter
94
340 Lineal feet of concrete sidewalk
O
cd
Of
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IF.
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PROJEQ'CLOSING •A_1'in3ft:odQala ,u
FINAL COST DATA AND INWNTORY n and Inrenro
SLAIII Maintenance Bond (.I Il'PROJECT NUMnFIIN Witt
tt
WWP
Tall Fire Townhoeaa tv'r -�—
Nanle of Protect this �W
I Doug Conyers
To Cayof Rcmon FROM $arahausen Coneultlna Bpilnearn, Inc.
Man Re.kw Section 18215 72nd Avenue South _
PlanninA(puildinWPubhc W(Nks Kent. WA ,9§032
200 Mill Aranuc Somh
Renton,WA 98055 DATL January l0• 1996 _
Per the request of the City of Renton,the following information is furnished concerning final costs for
improvements installed for the above rcfcrcnced project
WATER gYSTEM CONSTRII(TON COOTS,
Length Sire T11''PPcc
77S L.F.of 8 DI(CLS2)\VATERMAIN x
_ LF.of — WATERKAIN '; y
LP of _ _ ' _ WATPAMAIN
—_—_ L.P.of �— WATERMAIN
_ 4 rACH of $ _ GATE,VALVES I
}. . EACH of GATT VALVES
_ LAC14 of _ GATE,VALVB
2 EACH of jCj3._ FIRE HYDRANT ASM MOUES s 3,800
(Caw of hm Hydrim,must be Estnl x1urfo ly) f 45,640
lmlu&Engtoccting and Sake Taa if.pro.Ahlc $ 7,854
TOTAL COST FOR WA11i11 NY%I'EM 1 57.2% _
SANITARY SEWER SYSTEM; c1RM DNJilN6GE SYSTEM
Length Size T)p length Sim i'yre
L.F of SC-I R MAIN _.7R I.1' of _0 D.I. _ srOm urvc �a
I.I. ul --_ Srw'1'N MAIN 1. of 12 AMD STORM LINL
L.F.of _ ' w WFa MAIN L p n1 STORM LINk
t.A Ina DIAAlrl1 A MAN110LLS LA W ST04*1 INLLTARTI'I'll f
EA of ntAMrifn MANIIntrs _.2 EA of 22xla 'C1ro�i STORAI CATCIII1A51N
(Inc%Id.R Fnpol ,fnN and S-,Tea I FA of 48 Ilip _lI5TORM CAl'C1111A\IN
it Mgafa*,) L P,WI NIi„a fnR.naennA,ml SAka Ia3
TOTAL COST I DRAANI I'ANY SLWI:N NV)I l M e — d.I.IN ,141 14 800
—��t_/�,,p_ _
lul nitu(I IUII CI UNM MNAIry a4lfKftA1 _Y1`•`•-_ -.
slitterlMPRoviMLISITS (Indwitnut.10, pI",,Suk*-Ak.A,1+0,11.......nl.vnl sou',joto up;,
,3,40 LF Concrete Curb 6 GutLr..14D_ry A( r....cree. RtA.walk, 76 SY Asphalt-Pavaaawt
)l+FlaYsl_apd_Rsst9retlort, 340 LF SairciAt A11,700 Grand legal - 174.9"
MGNALIZA1'I(1N flu,ImhnR l ny, IN Peon la,.
N/A
S11t1'.1i1'LIGII!{N❑ (Im hNluh;l„r. :h ..,. Im'1'cmo1(„ „
.Douglas T. Conyers ^ (206)-251-6222 -
nul mov<
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WHEN RECORDED RETURN TO
ORiu of es Car Ckrt —
Remm Muek,W 110dmr Utilities P.j..F k a
200 Mill A..Sooty EASEMENT Pucel Taa All. ,e's
Rennin.WA moss Gnmmis7 Nenx
RTSQ �✓
8
THIS INSTRUMENT,made this 27thday of March 1996 ;
by and between ��.LL F k�a iK •i '
ate_- / OC/$i c and �
f1 WAsNrAl6Te J <•t�F6Land
PA'TA1��S/tIP and d
and
i
hereinafter called"Grantor(s),"and the CITY OF RENTON,a Municipal Corporation of King County, $
Washington,hereinafter called "Grantee."
That said Grantor(s),for and in consideration of mutual benefits,do by these presents,grant,bargain,sell, `
convey,and warrants unto the said Grantee,its successors and assigns,an easement for public utilities(including
water,wastewater,and surface water)with necessary appurtenances over,under,through,across and upon the , • ,
following described property(the right-of-way)in King County,Washington,more particularly described as
follows:
t
See attached EXHIBIT A for legal description.
4'.
y See attached EXHIBIT B for waterline easement.
N
EXCISE TAX NOT REWIRED
V� w. for ate+
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aocueaerraue.waovmM UNliee Faumem
IYTr nfloA�eriart.u.\w� shem t of a
e'Avwq,eaeeMMTLR'\'eOGY llpaaTY Mml
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For the purpose of constructing,reconstructing, installing. repairing, replacing,enlarging,operating and
maintaining utilities and utility pipelines, including,but not limited to, water, sewer and storm drainage lines,
together with the right o;ingress and egress thereto without prior institution of any suit or proceedings of law and
without incurring any legal obligation or liability therefor. Following the initial construction of its facilities, s t
Grantee may from time to time construct such additional facilities as it may require. This easement is granted `
subject to the following terms and conditions: s
1. The Grantee shall,upon completion of any work within the property covered by the easement,restore the r '•
surface of the easement•and any private improvements disturbed or destroyed during execution of the work,at a
nearly as practicable to the condition they were in immediately before commencement of the work or entry by the
Grantee.
2. Grantor shall retain the right to use the surface of the easement at long as such use does not interfere with the
easement rights granted to the Grantee. Grantor shall not,however,have the right to:
a. Erect or maintain any buildings or structures within the easement;or
b. Plant trees,shrubs or vegetation having deep root patterns which may cause damage to or interfere with the
utilities to be placed within the easement by the Grantee;or
c. Develop,landscape,or beautify the easement area in any way Which would unreasonably increase the costs
to the Grantee of restoring the easement area and any private improvements therein.
d. Dig,tunnel or perform other forms of construction activities on the property wKch would disturb the
compaction or unearth Grantee's facilities on the right-of-way,or endanger the lateral support facilities.
e. Blast within fifteen(15)feet of the fightof-way.
This easement shall run with the land described herein,and shall be binding upon the patties,their heirs,
1 successors in interest and assigns. Grantors covenant than they are the lawful owners of the above properties and
that they have a good and lawful ri ht to execute this agreement.
Signatures of Grantor
? and
and
and
Zand
REPRESENTATIVE FORM OF ACKNOWLEDGMENT
STATE OF WASHINGTON )
) SS
COUNTY OF KING )
I certify that 1 know or have satisfactory evidence that -DCFw R. PiEf'u. signed this instrument, on i.
oath stated that be/she/they was/were authorized to execute the instrument and acknowledged it as the
PRC-S,01..r' of P.D,ML—R(&M l AVr.r^C to be the free and voluntary act of such
party/parties for the use•and purposes mentioned in the instrument. A /�
Dated 3/t.?/l �/�z�/
Notary Public in and for the State
of Washington residing at QfsvTaN, w1Q
Notary(print): �i1N.lFL/17, ,qao;
My appointmem expires: ) 9 tp
unha.e Euemem
Shen 2 of 2
er.�.xwr•x!M.urnry wc.sn
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EXHIBIT 'A'
- 111 WATERLINE EASEMENT
SHEET I OF 2
u
A WATERLINE EASEMENT, WITH WIDTH AS SPECIFIED BELOW. SITUATED
WITHIN THE FOLLOWING DESCRIBED PARCEL OF LAND:
THAT PORTION OF TRACT 5. UOSEPH P. MARSHALL TRACTS, ACCORDING TO
THE PLAT RECORDED IN VOLUME 38 OF PLATS, PAGE 30. IN RING COUNTY,
WASHINGTON. LYING NORTHWESTERLY OF SE RENTON-ISSAOUAH ROAD. SAID
EASEMENT CNSISTING OFRS OFF
MAINLINE. THE WIDTHS ANDudE CENTERLINESLIINE OF SAID ANDNE NEASEMENTSPDESCRIBED ASS
FOLLOWS:
THE MAINLINE OF SAID WATERLINE EASEMENT IS 15 FEET IN WIDTH, BEING y
7.5 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED LINE:
it BEGINNING AT THE SOUTHWEST CORNER OF THE ABOVE DESCRIBED TRACT 5:
THENCE NORTH 7626'OY EAST ALONG THE SOUTHERLY LINE nF SAID TRACT
208.73 FEET 70 THE TRUE POINT OF BEGINNING:
THENCE NORTH 13'34'22 WEST, 30.06 FEET TO POINT 'AC:
N THENCE CONTINUING NORTH 13!34'22- WEST, 18.63 FEET;
THENCE NORTH 38'18'3r EAST 30.95 FEET:
THENCE NORTH 01'28'00- EAST 33.25 FEET TO POINT 'B':
THENCE CONTINUING NORTH 01-28'00' EAST 98.39 FEET TO POINT 'C';
O THENCE CONTINUING NORTH O1-28.OT EAST ♦8.04 FEET TO POINT 'Cr:
THENCE CONTINUING NORTH 01-28'OO' EAST 11.34 FEET:
THENCE NORTH 88*38.21' WEST 9.07' TO POINT 'C;
[}' THENCE CONTINUING NORTH 863871' WEST 18.36 FEET TO POINT 'r;
C1 THENCE CONTINUING NORTH 8638.21' WEST 60.36 FEET;
GD THENCE NORTH 09'O8'35 WEST 35.58 FEET:
THEIVCE NORTH OV21'19' EAST 21.00 FEET TO .'OtNT "C"
THENCE CONTINUING NORTH 01-21.19' EAST 0.98 FEET TO POINT 'M'
THENCE CONTINUING NORTH O1-21.19- EAST 56.94 FEET TO POINT 'F;
THENCE CONTINUING NORTH OV21'19' EAST 12.09 FEET;
THENCE SOUTH 8638*41' EAST 38.00 FEET;
THENCE NORTH 01'21'19r EAST 12.40 FEET TO A POINT ON THE NORTH LINE
OF SAID TTHEREOF?TRACT D THE ERM NUS 5 THAT IS IOFI THIS CENT FEET FROM THE NORTHWEST CORNER
CENTERLINE DESCRIPTION.
ON
'S
TOGETHER WITH AN EASEMENT 33 FEET IN WIDTH, BEING 16.5 FEET ON EACH
i SIDE OF THE FOLLOWING DESCRIBED CENTERLINE;
i I
1 BEGINNING AT AFOREMENTIONED POINT 'A;
THENCE SOUTH 7625-W WEST 37.58 FEET TO THE TERMINUS OF THIS
CENTERLINE DESCRIPTION. I
4
1
�96-oDrS
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EXHIBIT 'A'
WATERLINE EASEMENT
SHEET 2 OF 2
ALSO TOGETHER WITH EIGHT (8) 15 FOOT WIDE WATERLINE SPURS, BEING
7.5 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINES:
1) BEGINNING AT DIE AFOREMENTIONED POINT 'B';
THENCE SOUTH 88'32'00' EAST 36,50 FEET TO THE TERMINUS OF THIS
CENTERLINE DESCRIPTION;
2) BEGINNING AT THE AFOREMENTIONED POINT 'C';
THENCE SOUTH 88'32'00' FAST 34.07 FEET TO THE TERMINUS OF THIS
CENTERLINE DESCRIPTION;
3) BEGINNING AT THE AFOREMENTIONED POINT 'D';
Lei THENCE SOUTH 8832'00' FAST 33.43 FEET TO THE TERMINUS OF THIS
NCENTERLINE DESCRIPTION;
C 4) BEGINNING AT THE AFOREMENTIONED POINT 'E';
T4 THENCE NORTH DO'36'57' EAST 29.60 FEET TO THE TERMINUS OF THIS
r4 CENTERLINE DESCRIPTION;
a 5) BEGINNING AT THE AFOREMENTIONED POINT 'P;
THENCE NORTH 01'21'39' EAST 37.50 FEET TO THE TERMINUS OF THIS
CENTERLINE DESCRIPTION;
6) BEGINNING AT THE AFOREMENTIONED POINT 'G';
THENCE SOUTH 8838`41' EAST 15.04 FEET TO THE TERMINUS OF THIS
CENTERLINE DESCRIPTION;
7) BEGINNING AT THE AFOREMENTIONED POINT 'M;
THENCE NORTH 88'38'41' WEST 28.71 FEET TO THE TERMINUS OF THIS
CENTERUNE DESCRIPTION;
8) BEGINNING AT THE AFOREMENTIONED POINT 'F;
THENCE NORTH 8906'22' WEST 105,00 FEET TO A POINT 7.5 FEET
EAST OF THE WEST LINE OF SAID TRACT 5;
THENCE SOUTH 01'21'I9' WEST, PARALLEL WITH SAID WEST LINE.
96.19 FEET TO THE TERMINUS OF THIS CENTERLINE DESCRIPTION,
THE SIDELINES OF THESE EASEMENT ARE TO BE LENGTHENED OR SHORTENED
TO MEET AT ALL ANGLE POINT IN THE EASEMENT, WHERE THE MAINLINE AND
THE SPURS JOIN, AND AT PROPERTY LINES.
�5 J.
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6-001,j
Ev.'iRcs 01-15-98
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EXHIBIT 'B'
WATERLINE EASEMENT
S8r53'20'E 151.51, — S8753'20'E 179.68'
E74W__J
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rot7e41'r ' $ seis,
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soeas H R�IND
1SgAQ O�`EV p,FtO)
. 1 N�g1e'OSE �QN -_ '.�9.
8E Ike lNE SUNg�T
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CITY OF RENTON
PLANNINGIBUILDING/PUBLIC WORKS
I MEMORANDUM
DATE. March 29, 1996
TO. Carrie Davis
j FROM: Amen Henninger X6198 11
SUBJECT: BILL OF SALE FOR TALL FIRS RTW 2156 WON$7576
a
Attached is the Bill of gal the Exhibit Sheet that gets attached to the Bill of Sale and is recorded with
the Bill of Sale and the Cost Data Inventory Sheet No further action is required now except to record
' the Bill of Sale and the Exhibit Sheet. Once the documents arc recorded please send a copy to water,
stomt,and transportation and send the Cost Data Inventory sheet to water. Thank you.
c.. Nal Wyny
Drvy C�nu�nryn ",{,
W Halray
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NOTICE OF NEW FIRE HYDRANT IN-SERVICE
NAME OF DEVELOPMENT
ADDRESS QRag A/ mil 24i'�T'
INSTALLATION CONjjtACyT.OR ALPi 7
WATER PROJECT
NUMBER OF NYDRANTS Z�
HYDRANT LOCATIONS
(FOR FIRE DEPT. USE ONLY)
3. 1�/f}J✓ HYDRANT NO.
2.
3.
Y.
S.
6.
INSPEC
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City of Renton. Utility Dept.
PRESSURE TEST FORM
Hater Project
_ e
Nam. of Project
This test was taken by • ) on `�
At a pressure of 7 `i PSI, for minutes.
Th.. test "Failed" on
Comments:
Lemke Testing LabwatcrlMM,Inc. .�
RYOS Ham y SOIHI WAWM
WATER BACTERIOLOGICAL ANALYSIS
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WATER BACTERIOLOGICAL ANALYSIS
SURF CMIECTION.READ 06TKLT04 ON BACK DE GOLDENROD COPY
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DAIS COLLECTED 1111E Cp1ECTED I"fYNNME
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PACIFIC WATER WORKS SUPPLY CO., INC.
YMO FIRST AYF SOUTH SEATTLE.WASH WIM
BACKFLOW PREVENTION DEVICE TEST AND MAINTENANCE REPORT
FILE NO
FIRM NAME A,SIG l �nMfnf__ "" ""��"" __
�' . .
ADDRESS 10a/ /9�AF[f .J.�_—CITY /li cawEA ESTATE E6—21P-7ES/S7 _
PARTY CONTACTED REDUCED PRESSURE BACKFLOW DEVICE ❑
PHONE AT30t - J SP,$ DOUBLE DETFCTOR CHECK in
" - "-- DOUBLE CHECK VALVE ASSEMBLY LJ
C PRESSURE VACUUM BREAKER ❑
MAKE OF DEVICE MODEL__4k!�Y]__SERIAL NO. ji�t�ZJ—YSIZE
DATE INSTALLED. METER NO. METER READING
!�
LINE PRESSURE �PSI PRESSURE DROP ACROSS FIRST CHECK VALVE PSI
LOCATION OF DEVICE �rgofr N �•'2_�L"�'V N Ass nL ✓w'r
S_3Nr4 eA t r�
CNECK VALVE NO, 1 DIFFERENTIAL
TEST CHECK VALVE NO.7 PRLSSURr RELIEF VALVE*
` INFORMIMPAIRS
LEAKED ❑ LEAKED ❑ OPENFU AT PSI
CLOSED TIGHT 09 CLOSEU TIGHT REDUCED PRESSURE
PART CLEAN REPLACE PART CLEAN REPLACE PART CLEAN REPLACE
NEW v ❑ ❑ ❑ ❑
PARTS ❑ ❑ ❑ ❑ rJ ❑
I AND ❑ r-1 ❑ ❑ ❑ ❑
❑ ❑ ❑ ❑ R q
'REPAIRS L] ❑ ❑ ❑ ❑ u
MARKS:
I
❑
AFTSEA CLOSED TIGHT - - -
GLOM MINT ❑ OPENED AT PSI
'RFtNRS l At DUCFO PRESSURE
'REQUIRED ONLY ON REDUCED PRESSURE BACKFLOW DEVICE --- _
RETURN REPORT 70,
TESTED BYL_I[., DATE G-l-SS
mm
REPAIRED BY
FINAL TEST BY DAM
f""w f+wv Mlvb•evuf i•a f+r TESIEH'S WASHINGTON STATE CERTIFICATION NO.
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PACIFIC WATER WORKS SUPPLY CO., INC.
nm FIRST AVE.SOUTH SEATTLE,WASH.NIT]
BACKFLOW PREVENYION DEVICE TEST AND MAINTENANCE REPORT
FILE NO..
FIRMNAME Q/n�"� �.eVt�uer+•-�� -- - -- �,,,l�
ADDREE+S Ov/ - /54 AK '<`` STATE
PARTY CONTACTED, )T+<✓'� -�-- REDUCED PRESSURE BACKFLOW DEVICE ❑
DOUBLE DETECTOR CHECK ❑
PHONE�.�.- /4'�8 - ---- DOUBLE CHECK VALVE ASSEMBLY
PRESSURE VACUUM BREAKER
MAKE OF DEVICE AbGU MODE
D05f _SERIAL NO.
BYPASS
DATE INSTALLED__rUT METEP.NO MLTFR READING �--
UNE PRESSURE _!5'b PSI PRESSURE DROP ACROSS FIRST CHECK VALVE ----PSI
LOCATION OF DEVICE
DIFFERENTIAL
CHECK VALVE NO.1 CHECK VALVE NO.2 1 .SURE RELIEF VALVE'
TEST
BEFOM OPENED AT _- PSI
"PAM LEAKED L) LEAKED ❑ REDUCED PRESSURE
CLOSED" ��' Jn CLOSED TIGHT _y
PART -LAN REPLACE PART CLEAN REPLACE` PART CLEAN REPO
NEW ❑ lJ ❑ L7 ❑ ❑
AND ❑ �� ° ° ❑
REPAIRS ❑ ❑
TEST F I OPENED AT ._--_PSI 1
CLOSED TIGHT l.7 CLOSED TIGHT REDUCED PRESSURE
AFTER -_i r__-
RerAlR6 _ --
IREOUIRED ONLY ON REDUCED PRESSURE BADKFLOW DEVICE
RETURN HEPDRT T0.
TEGIEp Rv _,_� �E/ GATE & =-�-
HEPAIRF.D RY DATE
FINAL TEST BY _ -- --- DAM -_
TESTER 6 wASHINGTON STATE CFPTIFK:ATKNd NO
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JEN 02 +95 12:128 RI.f4P1 DEVELOPI'ENT CORPORAW6W. •..• P.9 WYYi.YYi
PACIFIC WATER WORKS SUPPLY CO., INC.
t FIRST AVE.SOUTH SUTTL E.WASH 013E
BACKFLOW PREVENTION DEVICE TEST AND MAINTENANCE REPORT
FILE NO. . . _...
FIRM NAME Q� ✓ �o7M[^�.____ _.__ �!'' -
ADDRESS /OAK' y A✓F N.F _CRV STATE�2M
PARTY CONTACTED /�..<.a -L- __ REDUCED PRESSURE RACKFLOW DEVICE L7
`q' - ' DOUBLE DETECTOR CHECK C
PHONE S3i," 988 -. - — DOUBLE CHECK VALVE ASSEMBLY 9
PRESSURE VACUUM BREAKER C
MAKE OF DEVICE MODELY. sERUL NO. Ll�T 912E 7��r r
BY-PASS
DATE INSTALLED-'_._..._ ._METER NO. ___...___ _METER READING
LINE PRESSURE ."_PSI PRESSURE DROP ACROSS FIRST CHECK VALVE -___PSI
LOCATION OF DEVICE _�l� rJfa.+n
DIFFERENTIAL
TEST
CHECK VALVE PRESSURE
NO. 1 CHECK VALVE NO.2 RELIEF VALVE'
BEFORE
REPAIRS LEAKED 1 LE AKEO C OPENED AT PSI
CLOSED TIGHT CLOSED TIONT $ REDUCED PRESSURE
►ART... GLEAN REPLACE PART CLEAN REPLACE PAR' CLEAN REPLAC)
i NEW
u C] it ❑
o L, u ❑ ❑ ❑ i
j PARTS a �] ❑ 0 ❑ ❑
AND ❑ l] L) ❑ ❑
REPAIRS ❑ C 0 ❑ ❑ ] I
i
TEST CLOSED TIGHT C CLOSED TIGHT ❑ OPENED AT _ PSI
AFTER REDUCED PRESSURE
REPAIRS
'REQUIRED ONLY ON REDUCED PRESSURE BACKFLOW CFVICE
RETURN RFPORT 70:
TESTEU UY ___.__ L--.d'� DATE JCL1i�.-
REPAIRED BY DATE
FINAL TEST BY _._._.___ OA.TpS�.,�
TESTER'SWASHiN(:TON STAGE CERTIFICATION NO.
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YLY1192 -0 ig:@S'k iiR &NEI:&WHT CORPORATION P.7• • _
PACIFIC WATER WORKS SUPPLY CO., INC.
M FIRST AVE SOUTH SEATTLE.WASH 99134
BACKFLOW PREVENTION DEVICE TEST AND MAINTENANCE REPORT
•� / FILENO ___._
FIRM NAME _ !/C✓_ W T '__�.___.
ADDRESS,1QL 1 !�L._C17V�G w•.•� S7ATF ZIP 9 05--
PARTY CONTACTED .•Ark-t- REDUCED PRESSURE BACKFLOW OFVICE F.
PHONE, :53(o_f.9�_ DOUBLE DETECTOR CHECK aZJ
DOURI E CHECK VALVE ASSEMBLY ❑
PRESSURE VACUUM BREAKER ❑
MAKE OF DEVICE. !b MODEL A4&lA -, _ SERIAL NO. SY/ -_l6l&SIZE V
BYPASS
'ATE INSTALLED _ ...__.___METER NO. . --.—.METER READING ._.
..NE PRESSURE PSI PRESSURE DROP ACROSS FIRST CHECK VALVE ___PSI rt,
LOCATION Of DEVICE Alf fiM[SLZ- d[✓D ,(ki oaWl AA iALS..�_�I,FM.f wreirr F,C.HRaA/c:
CHECK VALVE NO. I CHECK VALVE NO. 7 DIFFERENTIAL
TEST PRESSURE RELIEF VALVE'
SEFORR -'--- _ _
REPAIRS LEAKED ❑ LEAKED ❑ OPENED AT ,__.,PSI
CLOSED TIGHT 5I CLOSED TIGHT 29 REDUCED PRESSURE
`• PART CLEAN REPLACE PART CLEAN REPLACE PART CLEAN REPLACE
NEW ❑ C7 U LI ❑ 0
❑ U U ❑ ❑ 0
PARTS
❑ O u U ❑ ❑
AND O ❑ ❑ ❑ ❑ L7
REPAIRS u n ❑ ❑ ❑ ❑
ARKS:
.' 1ET CLOSED TIGHT ❑ CLOSED TIGHT �, OPENED AT -----PSI
AFTERS REPAIRS REDUCED PRESSURE
"REQUIRED ONLY ON REDUCED PRESSURE BACKFLOW DEVICE
RETURN REPIORT TO
K TESTED By ,A/�:e� / It GATE (L/ T�
HE PAIRED BY _ , DATE - -.
FINAL TEST RY DATE
S.WV w wuv ww.wwT S�wrT TESTER'S WASHINGTON STA71F CERTIFICATION NO.
WMTk CUSItIYIN iW4Ck.Ck fuwAYRPWRT IIIJ< � '
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CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS
MEMORANDUM
DATE: June S. 1995 .
TO Tom M. l.
FROM: Arnett H. �
SUBJECT: TALL FIRS BACKFLOW CERT.
t Attached for the Water lilac are Faxes ol'thc Teat reports lio Tall Firs W2156. Please update the
water records for this pngay.
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CITY OF RENTON
MEMORANDUM
DATE: December 30, 1994
fi
TO: L.,-Lys H.
Dave C.
Bob S.
M.
Ron
FROM: Arneta Plan Review X6198
SUBJECT: TALL FIRS RTSW 2156
For your files.
9 REQUEST FOR FILE AND NUMBER
® PRECON NOTICE
® PRECON MINUTES
S
0 ATTENDEES AT PRECON
0 LETTER OF SPECIAL BILLING SIGNED
0 MEMO TO BECKY AND RAY STATING THAT LETTER OF SPECIAL BILLING WAS
SIGNED
0 CONSTRUCTION PERMIT
0 RECEIPT FOR CONSTRUCTION PERMIT--SEE SIERRA SYSTEM UNDER PERMIT
C940079
® TWO ORIGINAL BOUND DRAINAGE REPORTS
® COPY OF LETTER AUTHORIZING DOWNSIZEING WATERMAIN TO S"
® COPY OF LETTER AUTHORIZING NOT HAVING TO SEAL
PC: Mell V. H
Shon Plat (SHPL M )
REQUEST FOR PROJECT M t Prchm Play (PPM )
To. Technical Scrvi.= Date 4j,
uqWOM (J77 G n0From. Plan Rcvicw/Prgcct Ma gcr LI ' - e .Z
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Project
Description of Project J ". L.✓IJG� •J }•, ^•Q«•Q� '&
Circle Sim oCWatuline: 12-: Circle Oa: Ncw Or E citsionr!•
r �//�� ����
Circle Sim of Sewerline: 10, 12" Circle One. Nciv or Eaiension f AV- A/ i
I A7
Circle Sim of Stormline: 12" IS" 18' 24" Circle One: Nov or Eztcnsion/-
"
Address or Svcs Name(s)
Dvlpr/Conv16 aaoc/Owner/Cnslt: 4
�a�---�-�----ram 1�. �"r2'�,�•-`'�ANA^ne,— '
O
Check toile discipline involved in Project Lv Drwg �Mjo(,snhxls per discipline
Trans-Storm � r
(Itwdvay/Dra"w'ae) (oa.ie llvmme.ww wee) l.wbiESC rter.)
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0 Transportation (siwt�aces 6c UO-,W
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(s aerY w.N)(r,n
CI
va.t.n�wn)
LZWater (M•w v1,HraMee)
/� n mnpu�s a Heiiumel fLl Stu)
TS Use Only _— t J 1940—
V)6)p- ?-a A) 4>4 \\
wrr a - w) - 9-15& w - o j5 6 u�
Approved by TSM Date. ..-.
reewm�.waiaa0oeiC0rla
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/ CITY OF RENTON
PUBLIC WORKS DEPARTMENT
235-2631
A + yRECONSTRUCTION CONFERENCE
DATE: August 24, 1994
TIME: 10:00 am
PLACE: City Hall 1st Floor
Conference Room
DEVELOPEJUCON-IRACTOR OR SUBCONTRACTORINAME OF PROJECT:
COMPANY NAME: _Tall Firs Associates
COMPANY ADDRESS: 14200 S.E. 272nd Street ME203,Ken[,WA. 98032
PHONE: 630-6845 FAX NO: 630-8273 CONTACT: ?ten Tremaine
NAME OF PROJECT: Tall Firs
INSTALLATION: Water Sewer Storm Street Improvements -r
LOCATION: Sunset Blvd NE&Duvall Ave NE
PROJECT COORDINATOR: Arneta Henninger 277-6198 _
PLEASE CHECK DEPARTMENTS TO BE NOTIFIED AND SPECIFY PERSON TO ATTEND: a.
[XI PUBLIC WORKS DEPARTMENT _
IXI Utility Plan Review Neil Watts
IXJ Water Utility Lys flomsby
IXI Wastewater Utility Da•.id Christensen
[XI Surface Water Utility non Straka
IXI Transportation Systems Kul Hamilton
[XI Maintenance Services Division lack Crumlev
[XI Customer Services P.I.C. Dee Beedle
[XJ Construction Services Dan Thompson _
[XI FIRE PREVENTION Corey Thomas
J J POLICE DEPARTMENT
[ J PARK DEPARTMENT
[XI BUILDING DEPARTMENT Jim Chandler
I I OTHER _
OUTSIDE DEPARTMENTS: I X I CONTRACTOR TO NOTIFY
JXJ ALL ASSOCIATED CIVIL CONTRACTORS
I I Department of Transportation 872-6470
JXJ U.S. West Communications 235-3012
IXI Puget Sound Power& Light Co. Karen Sharp 850-5560
( I Seattle City Light 684-3076
[XI TO Cable of Washington(Phil Fisk) 433-3434 x3084 !}
JXJ Washington Natural Gas Company(Lorren Loveless) 224-2209
1 I METRO- Bus Routes 684-2732
J 1 King County Inspection 244.0770
y I XI Other: Engineer,Surveyor and Book Bales Developers
\ rvecox�u ooi.. t
ATTACHMENT
PERMIT NO. C940079
PRECONSTRUCTION MEETING
Tall Firs
4809 N.E. Sunset Blvd
August 24, 1994 10:00 a.m.
First Floor Conference Room
Owner: Prell Development
Inspector: Dan Thompson Developer/Manager: Ron Tremaine
Phone: 999-1828 Phone: 630.6845
Engineer: Doug Conyers,
Barghausen Engineers -
Phone: 251-6222
i
FRANCHISE UTILITIES:
I. The franchise utilities require copies of the approved construction drawings
before designing their facilities.
2. Each franchise utility must apply for a separate permit prior to construction in
existing or future right-of-way. A blueline drawing showing the location of all
utilities, city and franchise, in redlines shall be submitted to the third floor _
counter for City review two weeks before installation. ,. ' r '•
3. All franchise utilities shall be separated a minimum of five feet 151 horizontally
1 and twelve inches 112"1 vertically from City utilities.
Puget Power Representative Karen Sharp has seen plans. Development is
engineered to her satisfaction.
FIRE PREVENTION:
1. Maintain access to site at all times. Must be able to support emergency - -
equipment in all types of weather. Secondary access shall be in place prior to
occupancy. To get a building permit there shall be a permanent fire access
easement recorded. This access road is a minimum of 20 feet. All to be
submitted to the attention of the Fire Prevention Department.
2. All new hydrants shall be Cory type hydrants to be painted Safety Yellow. Iowa
and Renselear are manufacturers of Cory type.
3. New hydrants are to be covered with burlap bags until operational. No building
above the foundation until fire hydrants are operational.
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4. All blocking must be inspected by a City inspector prior to backf:ll.
5. Leads that excee.. ,0 feet in length shall be 8".
6. Cell 911 from a local phone if the watermain needs to be 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 fuel supplies shall have a permit from Fire .,�...r
Prevention.
8. All underground mains serving fire sprinkler systems must be installed by a
Washington State certified fire sprinkler contractor. -
9. Notify centr „atch 24 hours prior to work in the existing right-of-way.
(Local 91 1)
CITY UTILITIES
Utility Contractor: Alpha Development Corporation
Contact: Mike Doyle
Pager: -02-0230
Address: 10015 19th Ave East
Tacoma, WA 98445
Phone a: 536-1988
FAX: 536.2565
START DATE: September 1, 1994
WATER:
1. Pipe materials, valves and fittings shall be as indicated in the approved plans
and standard notes. All watermains shall be polywrapped. In the case of
construction in proposed new roadways, all construction of the road prism shall
be accomplished and in place prior to utility installation to avoid damage or
disturbance of the infrastucture.
2. All connections to existing mains shall be accomplished by the City of Renton.
'rho contractor constructs the new water main to a point about ten feet short of
the existing main. All necessary excavation, shoring, and materials are supplied f by the contractor and shall be on-site prior to scheduling. Allowing at least five
working days advance notice. schedule the connection through the construction
inspector, Dan Thompson.
3. Procedure for cleaning and construction testing of new water lines:
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a. Temporary and permanent thrust blocks shall be formed. Concrete for thrust
blocks shall be delivered to the job. No on-site mixes are allowed. All
blocking must be inspected before backfiliing.
b. Pipe cleaning shall be by poly pigging through vertical crosses installed at the
ends of the water lines to serve as pig launches and sediment trapc.
n ..
c. All water lines shall be pressure tested to minimum of 200 psi . 150 over
operating pressure (static) for 2 hours. Services may be tested separately by
visual inspection of the Corp stop under static pressure.
d. Chlorinate for 24 hours, using liquid chlorine and chlorine 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,
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
available in 5-7 days.
4. Crushed rock backtill to grade is required in City right-of-way. Recycled is
concrete may be used in lieu of crushed rock backfill. Pit run type material may
be considered for use in backfill by the construction inspector. Compaction
testing may be 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. Final acceptance shall be after final walk through inspection, adjustment of all
structures, and approval of as-builts and cost data inventory.
SANITARY SEWER:
1. All pipes and materials shall be per approved plan and standard notes.
However, any sewer pipe with less than four feet or greater than fifteen feet of
cover shall be Ductile Iron, Class 50.
2. Pipe bedding for PVC pipe shall be pea gravel 6" above and below the pipe.
3. Select backfill shall be compacted to at least 95% of maximum density. In the
case of new road construction, all roadway excavation and backfill for the road
ism shall occur prism prior [o construction of the sanitary sewer t0 minimize
disturbance of the sanitary sewer line and appurtenances after installation.
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4, Contractor will be responsible for TV of the sanitary line. TV after channeling is
complete. Air tests on main and sidesawars shall be per City specification.
Number 6 wire shall be wrapped around the stub and extended to the top.
5. Contractor shall asbuilt the invert elevation of side sewer stub.
6. Manholes shall be channeled and grouted. '
STORM:
1. Approved temporary erasion control measures are to be maintained at all times.
2. All pipes and materials shall be per approved plan. All roadway excavation and
backfill for construction of the road prism shall be accomplished prior to
installation of the drainage facilities to avoid damage or disturbance of the new
infrastructure.
;I
3. Contractor must notify engineer of any vertical conflict prior to proceeding with
construction. Submit a shop drawing to Plan Reviewer for review.
1
4. Bedding material shall be per Standard Specifications 9.03.12(3). -+
5. Backfill shall be compacted to at least 95% of maximum done i.
6. Catch Basins shall be grouted smoothly.
h
7. System shall be flushed and cleaned. City may request that the line be tamped.
8. Smooth interior wall corrugated polyethylene storm water pipe, where ;
permitted, shell use heat shrunk or watertight couplings. It shall also be bedded
in pea gravel to the springline.
TRl,4SPORTATION:
1. 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 be 95% of maximum relative density
on subgrade and rock surfaces.
3. Contractor shall not leave open trenches overnight. Backfill, plate or fence all _
trenches. The proposed method of cover or protection shall be submitted for
approval to the inspector. Shoring plates and cold mix to be on site at all times.
Cold mix for sidewalks and driveways may be required by the inspector for
safety.
4. Keep field records for asbuilts.
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24194
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5. Watch for pedastrwn traffic. Provide "sidewalk closed' signing as needed.
GENERAL.
1. CALL FOR INSPECTION (24 HR NOTICE) BEFORE -:U START WORK. NOTIFY
FIRE, POLICE AND METRO OF CONSTRUCTION SCHEDULE.
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 fill
and/or grade outside of the right-of-way. Keep a set of approved drawings on-
site ar all times.
3. Work hours for w r right-of-way are weekdays, 8:30 AM to 3:00 PM,
Saturday by approval only and no Sundays. Work hours other than ROW: 7:00
AM to 8:00 PM
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 tot overtime.
5. Keep the streets clean. Truck washing and other measures as approved required
for the duration of the project. Provide whatever measures necessary for
cleanup and dust control during job and at night.
6. A Traffic Control Plan shelf be submitted for approval odor to permit Issuance.
Traffic control and signing to be 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 fr
unobstructed when possible. No stockpiles on right of way. 1
7. All utilities must be inspected prior to backfill.
8. The contractor, 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 be surveyed prior to backfill with horizontal and
vertical control for all bends established. Sewer lines may be 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- 235-2541. If major, the project engineer should submit
drawings and complete justification, information and calculations as applicable
to the Plan Review project coordinator. The City will answer by memo or
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8124,14
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schedule a meeting within two days. The field inspector can not give approval
in the field for construction changes.
Compiled by:
Arneta Henninger
Engineering Specialist
277.6198
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PRECONSTRUCTION MEETING FOR TALL FIRS
ATTENDANCE SHEET
DATE AUG. 24, 1994 10 AM
NAME ADDRESS
27 _
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AUTHORIZATION OF SPECIAL BILLING
DATE: AUG. 17, 1994
PROJECT NAME: TALL FIRS
PROJECT NUMBER: C940079
WORK ORDER No.: 87576
It is the intent of this letter to authorize the City of Renton to bill the undersigned for all
costs incurred relative to the referenced p•cjed,by the City of Renton for the following
work
TIME AND MATERIALS FURNISHED BY CITY OF RENTON WATER
DEPARTMENT TO PERFORM CONNECTIONS TO EXISTING WATER
MAINS,WATER PURITY SAMPLES,AND RELATED WORK.
TIME AND MATERIALS FOR ANY AND ALL ROAD CLEANUP EFFORTS '
PERFORMED BY CITY FORCES OR CITY CONTRACT.
ALL OVERTIME FOR INSPECTION AND RELATED ACTIVITIES,BILLABLE
. T A RATE OF FIFTY DOLLARS($50.00)AN HOUR S
TIME AND MATERIAL FOR ANY WORK DONE BY CITY STAFF TO REPAIR ,
DAMAGES.
BILLING TO B SENT TO:
Name 17">tow�
Company.
Address. /yZpp Si 112. 57- 1�-_203
Phone: 206 63o68vs
weer eloper o: uthorized Agent
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CITY OF RENTON
o..
MEMORANDUM
DATE: September 13, 1994
TO: Becky S.
Ray Sled
n^ 1
FROM: Arnnta H. X6198 KT•F9j.,°,
SUBJECT: TALL FIRS SUNSET ��BL"'VVVVD. NE EAST OF DUVALL AVE NE
WATER FEES THAT HAVE BEEN PAID
PROJECT WOO: 87576
PERMIT: C940079 -
COPY OF LETTER OF SPECIAL BILLING ATTACHED
WORK PAID FOR: WATERMAIN CONNECTIONS $1,200.00
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ti CITY OF RENTON Construction Permit
:4
Permit Number C940079
Permission is hereby given to do the following described work,
according to the conditions hereon and according to the approved
plans and specifications pertaining thereto, subject to compliance
with the Ordinances of the City of Renton.
Work T`escription
INSTALL WATER,SEWER,STORM,STREETPER APPROVED PLANS
APPROVED PINTS #2156
Job Address _. ..
4808 NE SUNSET BL 11
Owner
SEATTLE-RENTON INVESTORS LT
PO BOX 270817
SAN DIEGO CA
Contractor _
ALPHA DEVELOPMENT CORPORATION Contractor's License ALPHADC147JD 71
10015 19TH AVE E Contractor's Phone (206) 536-1988
ALLISON, LEE D 98445 City License 5787
Contact TREMAINE, RON Contact's Phone 600-6d45 -
Other Information
Date Issued 10/28/1994 Work Order 87576
Date of Expiration 04/26/1995 Parcel Number 516970-0060
Date Finaled Inspector's Name THOMPSON, DAN
Inspector's Phone 999-1828
It is understood that the City of Renton shall be held harmless of cny and all liability, damage or injury
arising from the performance of the work described above. You will be billed time and material for any work
done by City staff to repair damages. Any work performed within the right-of-way must be done by a
licensed, bonded contractor. Call 277-5570 one working day In advance for inspections.
Locale utilities before excavating.
Call before you dig - 48 Hour Locators 1-900-424-5555
1 hereby certify that no work is to be done except Subject to compliance with the Ordinances of the
as described above and in approved plans, and that City of Renton and ;nformation filed herewith this
all work is to conform to Renton codes and permit is granted.
ordinances.
x x
A�pl' Public Works Rep
THIS PERMIT MUST BE POSTED AT THE JOB SITE AT ALL TIMES.
11De10U 01/94 Hr fi
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CITY OF RENTON
Plat Inspection Record
Permit Number C940079
Address: 4808 WE SUNSET BL
Date Issued: 10/28/1994
Date Expired 04/26/1995
Work Order: 87576
Work Description:
INSTALL WATER,SEWER,STORM,STREETPER APPROVED PLANS
APPROVED PLANS r2156
Contractor:
ALPHA DEVELOPMENT CORPORATION
NATERE SANITARY SEWER:
Pressure Test: Pressure Test:
Chlorination: MH Channeled:
Pur t Test: MH Sealed:
T e-In b C t : Side Sever visual:
OK for Meters: Pressure Test (SS) :
Valve Chambers to Grade: Ma ntenance Walk-thru:
Ma ntenance walk-thru
STORK SERERE RIGHT OF WAYz
MH Sealed: Curb L Guttex, Driveway or
Sidewalk:
MH Ladders
— ht Pre t on:
l VV sua F
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na
Ma ntenance Walk-thru: Maintenance walk-thru:
ROADNAYE STREET LIGHT OR SIGNALSS
M%act on Test: Foundat one:
l L ft or Patch: Concrete Pads:
Ma ntenance walk-thru: W r n : -
Controller Cabinet: `
Overhead Inspection:
Frnal visual:
NOTES:
ASSIGNED INSPECTORS JDATE 61 FINAL ACCEPTANCE:
b=421 a14/m
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CITY OF RENTON
Planning/Building/Public Works Department
firl clymer,Mayor Orel Zimmerman r.e.,A&ninistratw
September 22. 1994
r;
Ron Tremaine
14200 S.E. 272rd St- tE203
Kent,Washington 98032
Dear Mr.Tremaine:
Subject: Permit 8: C940079
Project: Tall Firs
The purpose of this letter is to inform you that your project is N2I required to seal
the inside of the sarvtary sewer and storm water structures with'a bitumastic
coating as mentioned in the pre construction meeting. All other requirements of the
APA Ordinance dealing with methodology of construction in APA Zone 2 apply.
If you have any questiors regarding this matter, please call me at 277-6198.
Sincerely,
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Arnetaer Q
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Dave ChneOefen
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200 Mill Aven. a South-Renton,Washington 98055
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CITY OF RENTON
Planning/Building/Public Works Department
.Mayor _GrM Zimmerman►.L,Admini Astor
October 10, 1994
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Ron Tremaine :A '
14200 SE. 272nd St IE203
Kent, Washington 98032
Dear Mr. Tremaine:
SUBJECT: TALL FIRS WATERMAIN SIZE W2156 PERMIT C940079 •
The City of Renton file marshal has informed me that the ebove-subject project now has a
fire flow of a maximum 2.000 GPM. After due deliberation, it was decided that you may
downsize the watermain from a 10' to a 8" diameter pipe. You may show this change on
the plans when you submit the as-built mylars.
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If you have any questions regarding this matter, please call me at 277-6198.
Sincerely,
Arneta Henninger
Engineering Specialist
,n: Neil Wen*
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Corry Thomas
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200 Mill Avenue South• Renton,Washington 9RO55
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ATTACHMENT
PERMIT NO. C940079 D
PRECONSTRUCTION MEETING �us
Tall Firs
4808 N.E. Sunset Blvd
AUG 291994
August 24. 1994 10:00 e.m- CITY CF
First Floor Conference Room Enginez l L),,�.y.
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Owner: Prell Development
Inspector: Dan Thompson Developer/Manager: Ron Tremaine
Phone: 999-1828 Phone: 630-6845
Engineer: Doug Conyers,
Barghausen Engineers
Phone: 251.6222
FRANCHISE UTILITIES:
1. The franchise utilities require copies of the approved construction drawings
before designing their facilities.
2. Each franchise utility must apply for a separate permit prior to construction in
I+ existing or future right-of-way. A blueline drawing showing the location of all
I utilities. city and franchise, in redlines shall be submitted to the third floor
Ifl counter for City review two weeks before installation.
! 3. All franchise utilities shall be separated a minimum of five feet l5'1 horizontally
and twelve inches (129 vertically from City utilities.
I Puget Power Representative Karen Sharp has seen plans. Development is
engineered to her satisfaction.
FIRE PREVENTION:
1
1. Maintain access to site at all times. Must be able to support emergency I
equipment in all types of weather. Secondary access shall be in place prior to
j occupancy. To get a building permit there shall be a permanent fire access
easement recorded. This access road is a minimum of 20 feet. All to be
submitted to the attention of the Fire Prevention Department. r
2. All new hydrants shall be Cory type hydrants to be painted Safety yellow. Iowa
and Renselear are manufacturers of Cory type.
3. New hydrants are to be covered with burlap bags until operational. No building
above the foundation until fire hydrants are operational.
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4. All blocking must be inspected by a City inspector prior to backfill.
5. Leads that exceed 50 feet in length shall be 8'.
6. Call 911 from a local phone if the watermain needs to be shut off (emergency .i
only). All other water mains or valves shut down, call Renton Water
Department at 235-2646. `"
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7. Fuel -- any temporary on-site fuel supplies shall have a permit from Fire
Prevention. e:
8. All underground mains serving fire sprinkler systems must be installed by a
Washington State certified fire sprinkler contractor.
9. Notify central dispatch 24 hours prior to work in the existing right-of-way.
(Local 91 1)
CITY UTILITIES
Utility Contractor: Alpha Development Corporation
Contact: Mike Doyle
Pager; 502-0230
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Address: 10015 19th Ave East
Tacoma.WA 98445
Phone a: 536-1988
FAX: 536.2565
START DATE: September 1, 1994
3'
WATER
1. Pipe materials, valves and fittings shall be as indicated in the approved plans
and standard notes. All watermains shall be polywrapped. In the case of
construction in proposed new roadways, all construction of the road prism shall
be accomplished and in place prior to utility installation to avoid damage or
disturbance of the infrastucture.
2. All connections to existing mains shall be accomplished by the City of Renton.
The contractor constructs the new water main to a point about ten feet short of .
the existing main. All necessary excavation, shoring, and materials are supplied
by the contractor and shall be on-site prior to scheduling. Allowing at least five
working days advance notice, schedule the connection through the construction
inspector, Dan Thompson.
3. Procedure for cleaning and construction testing of new water lines:
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a. Temporary and permanent thrust blocks shall be formed. Concrete for thrust
blocks shall be delivered to the job. No on-site mixes are allowed. All
blocking must be inspected before backfiiling. l'
b. Pipe cleaning shall be by poly pigging through vertical crosses installed at the
ends of the water lines to serve as pig launches and sediment traps.
c. All water lines shall be pressure tested to minimum of 200 psi or 150 over ,,,
operating pressure (static) for 2 huurs. Services may be tested separately by -
visual inspection of the corp stop under static pressure.
d. Chlorinate for 24 hours, using liquid chlorine and chlorine 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.
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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 esufts are
available 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 backfill. Pit run type material may
be considered for use in backfill by the construction inspector. Compaction
testing may be 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. Final acceptance shall be after final walk through inspection, adjustment of all
structures, and approval of as-builts and cost data inventory.
SANITARY SEWER:
1. All pipes and materials shall be per approved plan and standard notes.
However, any sewer pipe with less than four feet or greater than fifteen feet of
cover shall be Ductile Iron, Class 50.
2. Pipe bedding for PVC pipe shall be pea gravel 6" above and below the pipe.
3. Salem backfill shall be compacted to at least 95% of maximum density. In the -,
case of new road construction, all roadway excavation and backfill for the road
prism shall occur prior to construction of the sanitary sewer to minimize
disturbance of the sanitary sewer line and appurtenances after installation.
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4. Contractor will be responsible for TV of the sanitary line. TV after channeling is
complete. Air tests on main and sidesewers shall be per City specification. -. ..
Number 6 wire shall be wrapped around the stub and extended to the top.
5. Contractor shall asbuilt the invert elevation of side sewer stub.
6. Manholes shall be channeled and grouted.
STORM:
t. App•oved temporary erosion control measures are to be maintained at all times. `
2. All pipes and materials shall be per approved plan. All roadway excavation and
backfill for construction of the food prism shall be accomplished prior to a
installation of the drainage facilities to avoid damage or disturbance of the new
infrastructure. r
3. Contractor must notify engineer of any vertical conflict prior to proceeding with
construction. Submit a shop drawing to Plan Reviewer for review.
4. Bedding material shall be per Standard Specifications 9-03.12(3).
5. Backfill shell be compacted to at least 95% of maximum density.
6. Catch Basins shall be grouted smoothly.
7. System shall be flushed end cleaned. City may request that the line be tamped.
8. Smooth interior wall corrugated polyethylene storm water pipe, where
permitted, shall use heat shrunk or watertight couplings. It shall also be bedded
in pea gravel to the springiine.
TRANSPORTATION:
t. 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 be 95% of maximum relative density
on subgrade and rock,surfaces.
3. Contractor shall not leave open trenches overnight. Backfill, plate or fence all
trenches. The proposed meth,,: of cover or protection shall be submitted for
approval to the inspector. Shoring plates and cold mIx to be on site at all times.
Cold mix for sidewalks and driveways may be required by the inspector for
safety.
4. Keep field records for asbuilts.
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5. Watch for pedestrian traffic. Provide "sidewalk closed" signing as needed.
GENERAL:
1. CALL FOR INSPECTION f24 HR NOTICE) BEFORE YOU START WORK. NOTIFY
FIRE, POLICE AND METRO OF CONSTRUCTION SCHEDULE.
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 fill
and/or grade outside of the right-of-way. Keep a set of approved drawings on-
site at all times.
3. Work hours for work in right-of-way are weekdays. 8:30 AM to 3:00 PM,
I Saturday by approval only and no Sundays. Work hours other than ROW: 7:00
f1 AM to 8:00 PM
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 if the project. Provide whatever measures necessary for
cleanup and dust control during job and at night.
6 A Traffic Cotit2l "' i!I be submitted for approval prior to permit issuance.
Traffic control F o be in accordance with the Manual on Uniform
Traffic Control ;laggers shall have hard hats, vests, signs and
-� certification taro. .e al loads and observe all traffic laws. All truck
maneuvering and materials storage to be on-site only. Right of vvey to remain
unobstructed when possihle. No stockpiles on right of way.
7. All utilities must be inspected prior to backfill.
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8. The contractor, 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 be surveyed prior to backfill with horizon• I and
vertical control for all bends established. Sewer lines may be surveys 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
1 inspector or by FAX. 235-2541. If major, the project engineer should submit
drawings and complete justification, information and calculations as applicable I
to the Plan Review project coordinator. The City will answer by memo or
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schedule a meeting within two days. The field inspector can not give approval
in the field for ccastruction changes.
Compiled by:
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Arneta Henninger
Engineering Specialist
277.6198
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Short Plat (SHPL M
REQUEST FOR PROJECT M Prelim Plat (PPM -
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From Plan Rewew/Prgeci Manager -
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Circle Sim o(Stotmline: 12" 15" 18" 24" Circle One. New of Extens�
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