HomeMy WebLinkAboutWTR2702158 (2) W-2158 Suihmit Park Plat
Y
r
t .
f� -1
I
Y4.
BEGINNING
OF FILE
FILE TITLE i
y
�' %t�
y*,
al
15 Bill o Sale
`x1IEN RECORDED RETURN TO nrolect Pile a 9
office w the city Cleft MM 0 ) 'iy. t sr,4�TW 2 S8
Renton Munkipel RuiMlna i Gnmot(a)mme dtllROiimitr111L wl. C60.
100 Mill Al,,.Rana KIN �` =`I STREET Irr1R11SECTION or p
Rentnn•WA W55 �E: NAME OF PROJER ; r
SDiDa5D1n 'TAl m RED— Ro So.
BILL OF SALE
KNOW ALL MEN BY THESE PRESENTS: That Environmental Development Corporation
of Bellevue
County of King ,State of Washington,the part(y/ies) of the first part,
forsndinconsidemtionofthesumof One Dollar ($1.00)
Dollars
lawful money of the United States of America,to Ci t v of Renton in hand paid by
Environmental Development Corporation
the part(y/ies) of the second part,the receipt whereof is hereby acknowledged,doles)by
these presents grant,bargain,sell and deliver unto the gsaid part(Vies) of the second part,the
following described personal property now located atS6?0ien1afbl29ilf1Ibot Road South
In the Ciry of Renton ,Counry of King and State of Washington,to-wit:
0)
See Attached Exhibit`A'
y, TO HAVE AND TO HOLD the same to the said part(y/its)of the second part,(their/his/her)
heirs,executors,administrators and assigns forever. And said part(y/les)of the first part,for
in (their/his/her)heirs,executors,administrators,covenant(s)and agrees)to and with the said
C part(ylies)of the second part,(their/his/her)executors,administrators and assigns,that said
y partly/les)Of the tint part is/arc)the Ownc s of the said property,
� W ( K ) p perty,goods and chattels and
has(ve)good right and full authority to sell the same,and that CDC will warrant and
defend the sale hereby made unto the said part(y/ies)of the second part, (their/his/her)
executors,administrators and assigns,against all and every person or persons,whomsoever,
g lawfully claiming or to claim the same,
IN WITNESS WHEREOF,The said part(y/ies)of the first part has(ve)heminto set(their/his/her)
hand and seal this 3rd dayof January, 1995
Environmental Development9
STATE OF WASHINGTON ) Thomas W. Ichelson, Pres,
SS
Y COUNTY OF KING ) .,.J
I certify that 1 know or have satisfactory evidence that!/I004"02 W, s the person who
!` appeared before me and said person acknowledged that (he/she) signed this instrument and
8 acknowledged it to be(hi~)free and voluntary act for the uses and purposes mentioned in
'p the instrument.
>Q Dated: -
Notary Public in a0d for the State of
IN Washington
iWAfsl�-IYEdVifi m,
t11tLrW DaNn lidid/ Notary(PrinO.,Le,�i' / O i oli
e famsyROREORM DDC.ma My appointment expires: 'Z
*Qs-colt
PROJECT CLOSING
FINAL COST DATA AND INVENTORY ga4ie_cy�L�
PLAI OF
SUBJECT'. !aA~/r PAW—r CITY PROJECT NUMBERS: WTR.
WWP-
k71ITOAI�(.(�" SWP-
Name of proles SRO.
TEI} 'Z✓S8
TO: Ciry of Renton FROM: FN✓/LAUM
Plan Review Section .40. i3uX
Planning/Building/Public Work: g•E'j/�s✓UGf .
200 Mill Avenue Suuth
Renton,WA 98055 DATE / .A7
Per the request of the City of Renton,the following information is fu")rnished concerning Mal costs for
improvements installed for the above referenced project.
WATER SYSTEM CONSTRUCTION COSTS,
Icng h Slai• Type � e4 ,/J�/A.Y. 6..e4N/FD o4'K
LF.of WATERMAIN pxfc.ci.(� tan L471$vX.IGvs.
LF.of i0 WATERMAIN
L.F.of WATERMAIN
LP.of WATERMAIN
EACH of Z 1j; GATE VALVES
EACH of �•,(_ —_A" GATE VALVES
EACH of GATE VALVES
EACH of ` FIRE HYDRANT ASSEMBLIES S 0.00
(Cost of Fire Hydrants must be listed separately) .�. ,.
(include Engincenng ano Sales Tax if applicable(&24) .� L
TOTAL COST FOR WATER SYSTEM
SANITARY SEWER SYSTEM STORM DRAINAGE SYSap `t •r
1.^
Lengt Size Type Length Ske Type !^
L.F.of 8•I FW� _ SE`TR MAIN �1,L9 LF.or I'� • GPtP STORM LINE
L.F.of SEWERMAIN LF.of STORMUNE
L.F.of �q SEWER MAIN LF.of STORMUNE
EA of .�CS.L DIAMETER MANHOLES EA of �Ty— STORM INLET/OlfnFr
EA of DIAMETER NA��qIO I EA of Y STORM CATCHRASIN
(Including E.Em"d.s.nd lea Taa '�2•r3ly�SJ�,q�"'� �_ Ft of STORM CATC14USIN
Ly Yappli<ablq /par✓y Q96) !l a.I�'1'r��•LZ 0.eIWing Engi.eennjand Srka Tax
TOTAL OUST FOP S/J:RA)IY SEWER SYSTEM fOler ArK.I/'f. ilappli<xbk) L �'•�
1, �r�•'•� TOTAL COST FOR WORM DRAINAGE SYSTEMAf�
STREET IMPROVEMENTS: (Including Curb,Gutter.Sidewalk,AspWilt Pavement and sheet I.1j ing)
SIGNALIZATION: (Including Eng Design Costs,City Permit Fees.WA St Saks Tax)
STREET LIGHTING: (Including Eng.Design Costs,City Permit Fees,WA St Sales Tax)
Print signatory name day phone R
(SIGNATUR" —
r—m OSTDAT2 DOC/bh (Signatory must be authunzed agent
or owner of subject dcwlopmeno
,fy
AM.
I
ly
i � f
._ PROJ ECf CLOSING FINAL CO ANDAND�INVENLTOR. Lvn+••u,..._,_.
'•• R and lituutt
1.NC it
. • f T df� IAI TBV—
'iUwECr *A/Y1fY11� CITY P0.0JE:CT NUMOFRS WWP
SWF 31
�f)J'RaJ t wA. TRO.
Name of project TE•D 1
TO Cary of Renton
FROM
Flan Resscw Section .e-•.6..r�AT rC/'t'��
Wanning/0u1iding/Publz Works
200 Mill Avenue South DATE.
I Renton,WA 98055
•� - tl per the request of the City of Renton,the following infomTatlon is furnished concerning final vests for
i
i improvements installed for the above mfemnced projectWATER SY
It Size TypeWATERMAIN 01
NW6:LF.of i6k
LF.of ley .12:5= WATERMAIN '�•tl1-v{•
L.F.of WATERMAIN .)z
WATE0.MAIN
LF.of
�r EACH of _SIC' --- GAlt V:"VES
EACH of t - GATE VALVES
ACH of GATE VALVES �.,
EN:H of f- FIRE HYDRANT AS
i t 373 Y
i 4
(Cost of Firc H.dram.....-be ILued seP"ytelY)
(Include Engif ,,ring.nd Sales Tux if aPPRC TOTAL
COST FOR WATER SYSTEM t t
R WAGE SYSTEM:
size TYP"
Length sizeLINE
Length Size TYM Sterna MAIN - L.F.of --
LF.of L.F.of �- STORM LINE
LF.of SEWER MAIN L.F.of STOWt1NE
of _� UMETESEWER MAIN __ -- —'—� STOW INILT)OU -(
LF. Of
LF Of DR MANHOLES A Of STOMI CATCHRASIN
EA of DIAMETER MANHOLES E EA of �— Mm CATCHDISIN
0r:eluding Entlnn^tyattd Saks Tax a tlmlA nR Entimenrryl uid Saks Tax a
r� g.P,tl,.bk) ilappliesbW
O TOTAL COST FOR SANn'ARY SEWER SYSTEM $ TOTAL COST FOR SMPM DRAINAGE SYSTEM f
f
STREET IMPROVEMENTS: (,.eluding Curb.Guilt ,Sidewalk.Asphalt Pavemem and Street UphuriR) ---r_
0
O
SIGNALIZA7,ON (Ine1WmR Eng.Design Costs.CRY Perm"Fecs,W A St Saki Tax)
'.
j
STREET LIGHTING: (Ind Wing E.R.Design Coats,City pemn Fees,WA St Sales Tax) — --
Print signatory namr ® /�
+W (SIGNATURE) I
(Signory must he authorized agent ' 4
,.m COSTDAT2 DOC/bb or owner of subkYt ikrdapmem)
F
CITY OF RENTON WATER DEPARTMENT
Pressure Test 6 Purification Test Form
PRWBCT ND. T f p/
NAME OF PROJECT Sit mot i /! Ar/� At f- �W J.
PRESSURE TEST TAKEN BY
AT A PRESSURE OF .7 ON /O-b
FOR
TEST ACCEPTED ON lu-`-qtF MIN.
PURIFICATION TEST TAKEN BY
y,�
C,� .�wa+w
D.PURIFICATION TEST RESULTS. SANp � �' I CM II
�
SAMPLE P2 n14Yfn� •Z —
ILM�SAMPLE P3 u ,s„i .
REMARm �3C.tp r / l i
r ` �4�N iw Ta/ROT"
10 Vo NA V! ,J K S Al} A.
a t
CITY OF RENTON WATER DEPARTMENT
Pressure Test 6 Purification Test Form
PROJECT NO.
NAME OF PROJECT WIC-+rrY�
PRESSURE TEST TAKEN BY C�-r, I�klt(, ON /o-
AT A PRESSURE OF PSI, FOR /�].p
'// MIN.
TEST ACCEPTED ON I J- 13-- Y
PURIFICATION TEST TAKEN BY OX,41(,4 ON
PURIFICATION TEST RESULTS, SAMPLE sI
SAMPLE e2
SAMPLE *3
REMARKS: 17� f ii /�- fl)w�t v I�AI„ aLA F'.��-
ri� n�tt
opt,
CITY OF RENTON WATER DEPARTMENT
Pressure Test 6 Purification Test Fora
PROJECT NO. Lj
NAME OF PROJECT �N nI MI AwKP tkf 7-,qU eg,( L
n
PRESSURE TEST TAKEN BY l •F. 140V ON /D—/2-'e4
i AT A PRESSURE OF Z-0 PSI, FOR /34 MIN.
TEST ACCEPTED ON ;/�y�' 1'J
PURIFICATION TEST TAKEN BY C,r. 4F.a.p ON w '2* 'Sq
PURIFICATION TEST RESULTS, SAMPLE el
SAMPLE e2
SAMPLE 43 L//- `.laJ REMARKS: 31V J tri" b WJtV MA,11 0.� th2 J4(G
J
CITY OF RENTON WATER DEPARTMENT
Pressure Test % Purification Test Fore,
cc�1 V
PROJECT NO. A l SS`1 pp -� p ('
NAME OF PROJECT wl•.-j IGvI� pjrf IOU Ira �l /I L(.10 i
PRESSURE TEST TAKEN BY C�F•KeI(.rl�o ON —Cie
I
AT A PRESSURE OF ��3. PSI, FOR lCi MIN.
TEST ACCEPTED ON C� lu ry qq
PURIFICATION TEST TAKEN BY c'r I IIC6 ON I) 2w
PURIFICATION TEST RESULTS, SAMPLE s1 4L-L4k
SAMPLE 52
I 11SArrM'�PL''E110'
REMARKS: 3'fZ Inn OT IU�� y�^ WA `✓�:�O�h On 1{4— IUDrI �
Lemke Testing Lebomteri0s.IPC. '
Lemke Testing LaboretOl las.IPc. sec S Nary spank.WA W013
' I °"'; ""'"e, WA WOW WATER 13ACTEFUOLOGICAL ANALYSIS
! WATER BACTERIOLOGICAL ANALYSIS WAVLEcou.E REM wsmuCTbNsa+v9+[acalD �c�`
WAVE COLLECTION READ INSTRUCTIONS ON BACK OF GOLDENROD CDP rY RTMNNERaawRa Eapewe.ErNM c reEs�+AM.
RYabrLNRE w non MI10WPe.frNRLf nIR r fEMAMe. �-
DATE COLIFCTED 1rE COLLECTED CglflrvNAME
e waim COLLECTED TREE COUECT DUN W O "!"A" Vrlm Mr .cfR ZCI_I
•1{{. [�W �]PY _ ' -ry1 I T I EOFSVSTEN enlllC SVSTtln.COIlLETE
f THEOEsMSTfln Lf10m5VSTEe.O04PLkTE. _" ._-.. _ - • [ IVRC CMCUE ORDU.
❑*10ANDDAL r p w. r i U R )e
RUSS OF SYSTEIn
! 9WE OF SYSEW (-^-- --- i I '
Ell ci "MINErap
flEORC vamwi RET
q ; ..,.. Ali s S'4.,y Ol20t �.Z�_--2a
c.A 2i) Z�a9 -
Fd w ro' u u1t t.M11R 1
1_--- tlAniaLE COL. M�/{,WW1 S9TE�M OMN�(►.��0�9/N
SAAe1ECOLLECTED►Y NEMgR.pyMl � L.", C�phl ; `}lLi l _ SOURCE YpE GRiouRowTER[ROEa MiLUE9CE
L WURCETVRE OADIrO VMTERUNDER81RIf o*Lune:E r[-Jww,,cE I M3LWW I]>� I IrTE ,- ❑e ,M
nTE
�QSynfACE [ LL or JEplrq QvuRfluseDn [-J CONEEUtRfT A _
E FNID APF vOMETL _ BE NorAAd er Ee CRrIti,y, �1 Y
eM ap clD)
f�E1r�y
` J .t Wrr ' � TYlE Oi 9AMF.ENMrNwp MOOYN�1 fi
II TIogmw�1t nrWY�AER w*.-:v%�py91 W9Rt RWNI'_ n1Y— Fee) Cl DWPpyT(N91ED YMT ER
�o `JEfU_Mbonfer
M
I P PW$ E
REPEAT SMREE vraww pR4RlRefaKe� ORN
f,rrRNRep9r'++ uee _ _ DW _ [
Oaf -_L__ r
T-� []MW 9dRCE WAIFp Sour 919, �� n❑n Nr Ofe"^
p MR,SOURCE YMTER EAMrE181�� [��O°e"R' NF =TMILTM.AERUAS
NEW CDNSTRUC1" REMAS 11 JJ i IfalGease TNEA ISRffRil
—
r
c N i u•�_.� .• 2 l w I I yaeEEarnaMWND.uuEW)LTE -
-—
WMOKnOMOMMAlM,"LJAU
�IN8AT1gACTaRY.CaeN"u afffa �M* qm
. MEEARSF9LlORY,cfpR'D.nAffAl MPEAT U F Dr Pfre E COA.f.R9
REPEAT 1-J E.Dr Wffe []cowsafN `• WOU0*O L]FR01RNffa "frr Rfaa
' �0 []YaMewrp
OTHER LAMMM.M W"T TO To,,CE%,ow Lour ,'E.C04 PUON
TOIXCOLIFMW. �.nMr E cou A_n[eEEGL COLWOML_—ADDr (LATE WLAT _-.`R _
PlCALCOLIWN Role) kATECOUW-- MIDMEAS EMMFED
--- ANDIfER V1MlF R(OIWFO _ -TEST UNSIeTA fl l mcN C3 vacQ1nCC]IMe ,N, _ TNTC �J E.afuUfens
SEE REVERSE SR)E p We N CIWY l- E----T -- N[SUL'
SEE REVERSE SNE IN WENCOPY FOR EI TIDN On RESULTS ,Apxo naanl MIF I9N rcD[.+ED AE:E�YE:9•
uIMND.PaDliy Ml[.19R MRMD rrMDR9
' M1F 11[MMIfO IMYMtOA ..
OME11[bltf6 �AmR9IMr
s
Il�f m..M
' � 9r YNf PIr Nn bAll� 1 11[:1 Nq
�.ne.n unt• .
�1Wr
fly..,... ' .
F
Ducks Testing Laboratories.Inc. Ducks Testing Laboratories,Inc.
NOS Llauwy b aM WASS10a 9uo5 hemoy SRenie WA�NIOH
WATER BACTERIOLOGICAL ANALYSIS WATER BACTERIOLOGICAL ANALYSIS
SAMPLE COLLECTION REIDINSTiBA;TION$ON BACK OF GOLDENROD COPY SAMREGELLECTLON.READ MSTINA;11GISCN BACK OF GOLDENROD COPY
N IMWer1ARA l\P IYa raloww.Ef\roM Y,RI\.nit"W.
!rN.aMa".eF«.Ra LaL.wr.ANrow F.M r nllPffe,
DATE CQfECTED TMAECDLLECTED CODNry NAME DALE CDLtECTEO TWE COLLECtEO DOLMry NNE
i�l �,.„ V AI M. (I :uS KL��
. qr YMA �`IME
,YPEOFaYaTELF MFt�1C SYS,BLDDIMEEtE: - - - T OFs"FETA •NIEE TafBAfbf/LETE'
I11MF0 �FlMIG « _
ru11fII I �q SYSTEM
L 1 4�f �5 'L61 ff"1 .J t
Mlarc wNeEtrAeutnulnED rarMaNE Tro
` v7WFICiAYnOi""N"'w ucal"m TlUFgfE No
�'"' Ff♦ p- I .�.. ``jol.4h and LU 2i 25�S-.
n�,,,. erMaND C- to Ll lA)ilo,w/UIjG".i r"E1�w�/ym
SAMPLE COLLECTED RAflsl SEET910wE�Yp_R.,'p rn -_. ' SMaKE tO_LLEC M/` mmme lE.M o ....
n J1� L 1 6 _.
S - V 70URfE 1'IPf IOIIDIW WORGra1ER MVANX
SDDRCE TYPE OIbIILO rMIE1111rL[II NnDEMCE ,
.wRFAcE . ❑BTwtD ❑�w C10.0, MpnoN IC]M,RFncE iwnM UvEi B p E^ ■■■ w ❑w0 n1A•
p - 18END RE nQ --• f ,NrOw Do 1
IIJut,JJ. ,L+L" Y �Y � "VL
1.
I L
rvPE OF SNIPLE I",Fw we alr MEMmlMnl rvPEp lAIRLF t"eMrllywwMAsw,l
L]OUTIME rMTER aewrx,.F IR•NwM .-."lY iMl I,O�Yf OYNTfl1 L1 d.wnfMO�M..aW.-TTaM.t.FwN
rAAwrA I FM+ LPfaAwwN — ---�C1 TwN.a
� j unw.w wanr__ ❑umwAa Dn.----..
`�LEFEAT SAFMLE �]1"PEAT lAfwEF
' IwYae mlbinPMfllq tM• hw afMw AfMIGf Do, _ -
r - .. f__ -I
]MWBGMILE IMATER 9awE®� �Q�YIWMarm RNMS[AACFYWER se-e-IC Ll7-1 A..,
m 1Ny-EL,KWCOMSTMICT\DNa REPN� nFMMrn"�r„ "CONSrROCf OPMAM LIhc.ic.wnm.
_ �Jp111ER MEM�,I1 1 ` D"F""1"Ifdr1
(1100
REAWM3 A I zl +� 1 ter, " `t,,,,�;.1. _A. L of L. .a�,1-.•+,
M1As tN[raanEsrgKltlARLlslMAn tua tAl oeLnafMAMO wATER RFSULTS
'uNBAnsFACrORr.Carl.— p. _�. WuNKSAAu\
PEIEENF �F rArAFESSAMLS
REOJFNO RwOmmem EMM s 1 Ar10NY fI cFo.,w.aY"a 0m1l.l pAlMf.N�I EEl.Cwallrwlllrlf
I
��m�iLrni
REOLMED 1 YMN
OMlILLASORA�OIRINYLIS OTNEILLAEBII TMN MLTS
10\K EOI"a1111_.j]L R!!M mo. fDTK COLep,f1 IgIM 1.CDLI ..IlOpna
"- KCOtlplSl_lllSlY "\WVVIfa\ff.�-..IM fICK CQNlY111 "FEE COUNT M
-- _MIDTEl1 SNM"IR�IESI. - IIIEDIMFD
$Ar/El IFDTTSSTFOSFCAOfE. TEBTfMMNTAMErECAOSE SAMEh F WE TES"Dor.Vfw; Tfi rtM9ATNl[rECADSL
.7 Mwe.nrAM [I nfTc 1.,. 1«olwrr, - I i dfc
l+wMl.
I rweM"Tw. [j T.fre afw:
EMNEN11.
SEER WAK SOE DF GRFE N CFWY FOR EXPLANATION q HE FAR IS SEE*WAIR SIDE OF GREEN COPY FOR EAPIANATlOk OF RESLRTS
W NO nRM\w pAl[ "NR gfCFrvfp Nlcl"li1N, Low Obryl Y a\F.TWFAFC(M[+ �MC"rvENNr
.L\F,MM11Fp ,IVJIWryN pF\f T�fAM\FD LAe]M\M,
yyM. 1. .1 IeYA
iO.FN",f1Yr N1 Aa,P�Mr MF
n'n,t R ClIVP111 n f�IrY W A g R ti11PP1 If R CP"4 _
1
F
10 1S 91 11.54 V206 T67 5063 L{l'CKS TESTING . . RESTO\ P 0 PI ZOUJ
.`� t-ueks Tawtng 1�boratwns,tire. r/r,1 1Jueks Todting Labonfori" Ire
aa .
aw 5.IYrt.y 9mnW,WA 'm �� I / M S �.y SwnM.Wa m+08 �•`
/ATER BACTERIOLOGICAL ANALYSIS i WATER BACTERIOLOGICAL ANALYSIS
sA11 ucmLo lock Fwvelltll r*jso"va DFDO1Df3awcwv 14AW CMLICTOM PLC P8TkOfItD0011C4fa0FORDBioDCD/r
.FmwamFN wtraawwL wA.MA.rn1..C. I .In.,.Yn.w wlba...4 rwFl..wwrt+a
amcouaerao n ua mu nua MTECou R i n"Couey�
_
OFararfY IFVLLIC a'r'a/lM.mwla I ♦pit Mararel rwRle.B''7srel.COMALM :mmic
Ii^ 1nTLleT'�F °F a+ 0�� ar tZ3$-7�=1_—
P'awgl i aa"uo1
mum �yy /1 nl..0
w�ay1101a0"wTa"UOM wauplfJ » allouw w♦7NIIraa a'NRUF
❑tuesilCE W,&w CaFrvla ❑FIMMew C.omr�nm �tLlw�te imo Or"wo Cw"'Ira"°MD' C,7.omCAPATm"
wai.wa � Tiy T.`^• 1 �„Vsy�wA
{yq0 1 0
4ja "f o
T"t OF aW"rla immow".aawwlmo TVKOFlWVJVMkvMs MM"awww
Cwrwmww"� pry Iww""e_wr—� C+Wa°�wlt�.rwE'o www mwr`_wr—IWr
❑Ullw"F.M L�I�wrra0w'
`1 am.wLnii%j w+ W I II Mu F
CLMW BOUNM YMTFA t.wlr® �j 11YCtl4' - MW aoN vuTLA Swwr® m TSYef4w '!
�[KWCCNWrRvVnom.PAP%m �1J 8Fai 0w.' IEr/mNSrAUCT .PvwM BhwC
�� __ ��"n"i,,
Imwata; Y!—Zia WS A— "oM""s w— 7153 wo 0_ Z
aiMtatG"ON lNMNUMOmknn &MUMMAw.wrwaTta"o"iLn
Sum$&TWAC10"N,omam"wm lJ K1011V. UMIAWACTOW..Cwww'wm G1nAY�LTOM. .,.
8 Lft:1nn dmw'wm' J T 8�nnot Amwow
OIII.IU.a.>a.lYR1. � On101fAa0M101wmttlt7a
MmoA/owr rwaw tm1 nmw TOnlmlFe"y nmw LCQU naa'
ACILmlOesl_._._Ames PlAwaowt—m FafJiEwaowr_nm�r IWtm"rr_m
iiiOrMq� _____ wgna 7M.t!"gMlp
aIARErpi TT9RD OFI'.WfE lYF1AYf11ta�1Y1! MI'fa Mmlasm"fTJJWL Ta1TIlamllfmuwG
aw"Www �A, ❑Mwf"m M �yy,rpp,n
1y�T ws. wmm' BTMC y wgwww rWrC
I Wesw�.aw a%womm ��•ww �nwae+r.
IL-J1 ❑Enwaw' iU�Fwr wYY
to AM"E taxacesa"CI'rlq aaulMnwoF"FwTs i 1FI It5[IBE Sof oravl m.f lo"esulwna+ocwun
wbnOM' wvwo w—r—1 LOwalor" nTa Tlw eswwC Iln wnOAAa'F
I� q i �0'II�i�I IR�SaF�� EcJ 0$ 10 'O �OdSaI+� fJ' �J
o.rt 11AYM,w. OAaIpT Va0M1w. —
3� ,
�f
L�
f -1
10 Iti 91 it SJ ¢YDF 797 hoe] LAG6S TESTnc . RF "o\ P D PY Zoo.,
y!�.Y rvuti vsu..y r
WATER BACTERIOLOGICAL ANALYSIS
> &WlCALLMr0k WM NSIAICIIO OMMUMOMDDROD COPY
':. 1Y r♦, a ^ i rwYawlsnnn aanl NlMwLilYybwrwni.
DATF cous TFD
zT
PURX �
❑nwww. S V L ~
r o� ae«DW i
3� ��, .t •: rDOUjCi¢If:PMq OWTpYGI1.:Mw+1
lDIMILFTY�F wf�dyyO�rrlMD wE761udO1Y� J\fydy0 1.
O� W I�txR �wwA nKyTE E w U3mgT°+ .•
71M* � y- rr+
1, .�` MWFWwp WETp W�.O LLl awiOlnY •.
nfW 00WTWCTiDMvwpYw! �tiaC11\.n
•. �DT 1MII'fmYIA
'. I _ _ WV•YFTDIOOYVOYIdFILD
0 lMLT1EfCa0*a',Gwwwr A. �DIMu
BPoD.ww.
y: PlMab1r0TY_mer wEmun_.r
----
.Y.T1- _ FIwUlOT1O1p FG11! tw yw Slu MCW9F -
v 4 8WIw��Yw ,%
s - wwPanw rww TWwwIM
GiMISS
yev': iltYiF7pd0Til00rvlgll7/ulYlpld IE4US i
F
an vvwA vnR ayway�p NiROw
n aa8q Aa5 4T
m. urE..w..
I° �}
nwW.
k ,a
f
a "
� t
I
CITY OF RENTON
MEMORANDUM
DATE: January 12, 1995
TO, CUSTOMER SERVICE
FROM: ARNETA PLAN REVIEW 6198 a
V-�
SUBJECT: SUMMIT PARK SIGNED ORIGINAL STUB SERVICE
AGREEMENT
a
Attached for your recorde is the ongma, and only signed stub service agreement for
Summit Park.
tt: aril Wit.
�1 Wfwr
0
4
i
i
n
FeC
� A
AUTHORIZATION OF SPECIAL BILLING
DATE: AUG.23, 1994
PROJECT NAME: SUMMIT PARK TALBOT RD.S.
PROJECT NUMBER: PERMITOC940144 I C 940Z
WORK ORDER No.: $7599
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 project,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
AT A RATE OF FIFTY DOLLARS(S50.00)AN HOUR.
TIME AND MATERIAL FOR ANY WORK DONE BY CITY STAFF TO REPAIR
DAMAGES.
i
I
I
BILLING TO BE SENT TO,
Name-;;+awar-
Company:
Address: �tt,•+ssFc /574
Phone y/�•� /
Owner/Developer or Authorized AgeM
i
J '
—M'
f
ATTACHMENT
PERMIT NOS. C940236 and C940144
i
SUMMIT PARK PLAT
PRECONSTRUCTION MEETING FOR INSTALLATION OF WATERMAIN, SANITARY ,s
SEWER STORM SEWER, STREET LIGHTING AND STREET IMPROVEMENTS, _
DRAWING 021 b9
SEPTEMBER S. 1994 10:00 a.m.
First Floor Conference Room
Developer: Environmental Development Corp.
Engineer: Triad Associates, Mike Mathis Inspector: Rick Kokko
Phone: 821-8448 Phone: 999-1831
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
existing or future right-of-way. A bluMine drawing showing the location of all w
utilities, city and franchise, in redlines shall be submitted to the third floor
counter for City review two weeks before installation.
1r i p'
r R •``t 'p.{ 3. All franchise utilities shall be separated a minimum of five feet l5'1 horizontally
and twelve inches 112"1 vertically from City utilities.
Puget Power-Karen Sharp received the plans. She will be meeting with the
project contractor and the contractor for Talbot Road project next week.
FIRE PREVENTION:
s ' 1. Maintain access to site at all times. Must be able to support emergency
equipment in all types of weather.
I
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.
4. All blocking must be inspected by a City inspector prior to backfill.
5. Leads that exceed 50 feet in length shall be 8". -
J
ryrY� '0e'�
- t •;. Summit Park Preconstruction Mee!Ing
Page 2
6. Call 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
4�1r
. Department at 235-2646. }
n inn i
f 7. Fuel -- any temporary on-site fuel supplies shall have a permit from Fire
v � ` • Prevention.
na'
S. All underground mains serving fire sprinkler systems must be installed by a
Washington State certified fire sprinkler contractor.
f
� I 9. Notify central dispatch 24 hours prior to work in the existing right-of-way.
`r �y (Local 911)
a 10.No construction above the foundation until the fire hydrants are operational.
CITY UTILITIES
Utility Contractor: Universal Land
Contact: Dick Allen
Address: PO Box 329
Woodinville, WA 98072 '
Phone a: 483-6200 ir
START DATE: September 15, 1994(approximately 75 working days for the
project)
WATER:
1. Pipe materials, valves and fittings shall be as indicated in the approved plans
and standard notes. In the case of construction in proposed now 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.
?. All connections to existing mains shall be accomplished by the City of Renton.
The contractor constructs the now water main to a point about ten feet short of
tl,e existing main. All necessary excavation, shoring, and materials are supplied
by ;he contractor and shall be on-site prior to scheduling. Allowing at least two
wod:ing days advance notice. schedule the connection through the construction
inspf ctor, Rick Kokko at 999-1831.
3. Procedure for cleaning and construction testing of new water lines:
a. 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.
b. All water lines shall be pressure tested to minimum of 200 psi or 150 over
operating pressure (static) for 2 hours. Services me,,be tested separately by ,-
visual inspection of the core stop under static pressure.
i
r a
�i
i
Summit Park Preconstruction Meeting
Page 3
C. Chlorinate for 24 hours, using liquid chlorine and chlorine pump assembly.
The inspector shall schedule chlorinating. Five working days advance notice
is required.
d. Water used for flushing water line, shall be drained into sanitary sewer only. 'r
e Purity tests are collected by the construction inspector at blow-offs and
hydrants. Water purity tests are taken to the laboratory on Wednesday$.
Contractor shall arrange courier service for any other day. Tast results are
available in 5-7 days.
I. 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 I
blocking must be inspected before backfilling.
i g. All watermems shall be polywraoped. c
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
1 mains shall have a minimum of three feet of cover.
6. Final acceptance shell be after final walk through inspection, adjustment of all
structures,and approval of as-builts and cost data inventory.
7. Behind DDCVA (2 hour 200s test on underground) per Fire Department. Need
24 hour notice.
SANITARY SEWER:
1. All pipes and materials Shall be per aporoved plan and standard notes.
However, any sewer pipe with less than four feet or greater than fifteen feet of
cover shall be Ductile i-on, Class 50.
2. Pipe bedding for PVC pipe shall be pea gravel 6" above and below the oipe.
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
prism shall occur prior to construction of the sanitary sewer to minimize ..;
disturbance of the sanitary sewer line and appurtenances after installation. -}
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 shell be channeled and grouted. Sealed inside if in Zone 2.
1
f
►S
Summit Park Preconstruction Meeting
Page 4
STORM:
1. Approved 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 road prism shall he accomplished prior to
installation of the drainage facilities to avoid damage or disturbance of the new t'
infrastructure..
3. Contractor must notify engineer of any vertical conflict prior to proceeding with .y
construction. Submit a shop ' awing to Plan Reviewer for review. "
4. Bedding material shall be per Standard Specifications 9-03.12(3).
5. Backfill shall be compacted to at least 95% of maximum density.
6. Catch Basins shall be grouted smoothly. ,
7. System shall be flushed and cleaned. City may request that the line be lamped. °n-
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 springlina. :+Y
i
TRANSPORTATION:
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 "rot leave open trenches overnight. Backfill, plate or fence all
trenches. The proposed method of cover or protection shall be submitted for
approval to tha 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 asbwlts.
5. Truck hauling to be in non-peak hours only. 18:30 to 3:30)
6. Watch for pedestrian traffic. Provide 'sidewalk closed" signing as needed.
GENERAL:
1. CALL FOR INSPECTION (24 HR NOTICE) BEFORE YOU START WORK. NOTIFY
FIRE, POLICE AND METRO OF CONSTRUCTION SCHEDULE.
_JL
I
Summit Park Preconstruction Meeting
Page 5
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 (signed by City
of Renton) drawings on-site at all times.
3. Work hours for work in right-of-way are weekdays. 8:30 AM to 3:30 PM,
Saturday by approval only and no Sundays. Work hours other then 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 for 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 iob and at night.
6. A Traffic Control Man shall be submitted for approval prior 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
unobstructed when possible. No stockpiles on right of way.
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 manholr access. As-built drawings must have a P.E. or I.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
schedule a meeting within two days. The field inspector can not give approval
in the field for construction changes.
Arneta Henninger, Engineering Speci at
277-6198 i °' • -'
i
ATTENDANCE SIGN IN SHEET
DATE SEPT. 9, 1994
PURPOSE OF MEETING SUMMIT PARK PRECONSTRUCTION WATER, SEWER, STORM ST.
NAME', "',z j REPRESENTING'
a CI to, Z 7 - Y
R�� w Z eF19 mC c ,c 7 1 za Z37
0
r - 3 -sG z
'Tv ,/.o car J7 0
e
cK ALLepi JUjJjV5*SAL 6M0 aas'F 4D. I Po§8x y19 K)01714valf gold 493-(.zoo
Rt,iio., $i v na
1 /Ki; &wevN I 712,AO i m� 1 157 ozcdolq 4V. -A qoqtl 474-
13'OouL6A( vRI NA%YL tmcwl ( A. toi Or 47j-d Zip
•�n
WDEV9YCWA ATTEN
T
1�.� J
e
SS
y% A
l
i eA�
1l t
' � t
Y
�r
.A�4151 Slwn Plat (SHPL M ) 7
REQUEST FOR PR�CT M PrcGm Plat (PPB_ )
i
CAGa
To Tecimhgl$crvices Date Grcena
From Plan Rrnew/Prgech Manager
E
Project Name
(io dwana.wl
DescriptionofPmject
Cirek Sias of Watedim 8" 10" 12" Circle One New or Extension
Circle Sim of sewedine: /a-/ 10" 12` Circle One New or Extension
Cirek Sim of Stymlinc �j IS" 18" 24" Circle One New or Ematsion
h Address or Seat Narrhe(s) �U.,7('j �ii� .���•
Dvlpr/Cuntrattor/Owner/Cmlr
A
Check each discipline involved in Pmjea Ltr Drwg a of sha is per discipline
' P/Trahs-Storm _ � _ ` �✓ t�
(Row"Kiramw) Tac
/Transportation (sww,fimi.,w..hu l:aw r -
9' Wastewaters.
s..e w.�kc,r hwn.rrrirl
Water tM�vas
•M-Gizit nh mwl
TS Use Only iEn - LID- :l /S 5'
TtE - 41 " lq-x- T- 4L5T
P SG -
3(I AN -
Approved by TSM
Date
r.,w.l..noss.00t rCoaa _
f
ie'
' p
CITY OF RENTON
MEMORANDUM
DATE: December 30, 1994
TO: Lys H. �....
Dave C. ,.
Bob S. i
Ron S.
FROM: 'Ame[a Plan Review'IKV �� T
w
SUBJECT: SUMMIT PARK PLAT RSTW 2158
For your files.
0 REOUEST FOR FILE ANO NUMBER
Ed PRECON NOTICE
B PRECON MINUTES
0 ATTENDEES AT PRECON
0 LETTER OF SPECIAL BILLING SIGNED
'0 INEMO TO BECKY AND RAY STATING THAT LETTER OVSPECIAL BILLING WAS
SIGNED
0 CONSTRUCTION PERMITS C 940144 AND C940236
0 RECEIPT FOR CONSTRUCTION PERMIT—SEE SIERRA SYSTEM UNDER PERMIT
C940144 AND.C940236
EI STORM DRAINAGE REPORT TWO BOUND COPIES ATTACHED
VC: Yel Y. /1-�Fe�-prJ
p
�Q/�/.A l3-IS f I Shoff Pla. (SHPL tl )
REQUEST rOR PROJECT tl :hm Plat (PPY -- )
CAGN
To Teclmtcal Scrvtees Datn WOn -- 9
(irmntl
1 From plan Renew/p""',Manage
I
r
Project Name
Description of Project
Circle Stu of Waterline 9" to, 12" Circle One New or Emenston "
Circle Sin of Sewerllne. /a-% 10" 12" Circle One New
t-i of Exlutitm
Circle Sine ofStossnlim. it2') 15" It" 24" Circle
One New or EnensHm
Address or Street Neat(,) I: U;�(7 7//1,.�1.��C_/•�-
EhA f/Cont .k,
p naor/Ossner/CnsU �n7�L�✓dn l7it.w.�Jp�- ..a. l � .-t�s
7 1�1z� 1 1 a OCAI ��inr Far a yyA�
Check each druiplioe involved m Project
� Ur Drwg Is of sheets per discipline
,.,/ ran rm J✓
yr Ts-Sto
(RwdwaYO)ainaa<)
aretd.�..0�t (.sluae 7ZYC d.ewn
1
Transportation (s�o,.i,,,,;,,.oW.Kw.�on t:�„p
- i s/ Waztewatcr v`�� —
lam// Se..c M.�n bum"urc)
M Walef fNa�ni VrIK HYtruxal L/ `f
f
I'S Use only _I E/1 - 40—
II O — I T y
" r I 1'f1�50
Approved by J SM r
ra�wm.,wtnva txx Koro�, Due v
y P
♦Mr'� 4
1
tM.
CITY OF RENTON
lY PUBLIC WORKS DEPARTMENT
23S-2631
_ + PRECONSTRUCTION CONFERENCE
DATE: September 9, 1994
TIME: 10:00 am
PLACE: City Hail Iat Floor
Conference Room
DEVELOPER/CONTRACTOR OR SUBCONTRACTORMAME OF PROJECT:
COMPANY NAME: Environmental Development Corp.
,COMPANY ADDRESS: P.O.Box 1574-Bellevue,WA 98M _
PHONE: 451-8221 FAX NO: 821-3491 CONTACT: Tom Ichelson
NAME OF PROJECT: Summit Park
INSTALLATION: Water - Sewer - Storm
LOCATION: 5020 Talbot Rd S
PROJECT COORDINATOR: x Mike Mathia,Triad Associates-821-8448
PLEASE CHECK DEPARTMENTS TO BE NOTIFIED AND SPECIFY PERSON TO ATTEND:
IXI PUBLIC WORKS DEPARTMENT
IXI Utility Plan Review Neil Watts
IXI Water Utility Lys Hornsby
IXI Wastewater Utility David Christensen
IXl Surface Water Utility Ron Straka
IXI Transportation Systems Karl Hamilton
IXI Maintenance Services Division lack Cminley
''. IXl Customer Services P.I.C. Dee Beedle
IXI Construction Services Rick Kokko
IXI FIRE PREVENTION Corey Thomas
I I POLICE DEPARTMENT
I I PARK DEPARTMENT
(XI BUILDING DEPARTMENT Jim Chandler
I 1 OTHER Jae Lee
l OUTSIDE DEPARTMENTS: I X I CONTRACTOR TO NOTIFY
IXI ALL ASSOCIATED CIVIL CONTRACTORS
I I Department of Transportation 872-6470
IXI U.S.West Communications 235.3012
IXI Puget Sound Power& Light Co. Karen Sharp 850-5560
I I Seattle City Light 684-3076
IXI TO Cable of Washington(Phil Fisk) 433-3434 x3084
IXI Washington Natural Gas Company(Lornm Loveless) 224-2209
1 I METRO-Bus Routes 684.2732
1 I King County Inspection 244-0770
IXI Other: Engineer, Surveyor
NgVtlP4pw
+ r3
.1
R Y l
1
ATTACHMENT
PERMIT NOS. C940236 and C940144
SUMMIT PARK PLAT
PRECONSTRUCTION MEETING FOR INSTALLATION OF WATERMAIN. SANITARY
SEWER STORM SEWER, STREET LIGHTING AND STREET IMPROVEMENTS,
DRAWING a2158
SEPTEMBER 9, 1994 10:00 a.m.
First Floor Conference Room
jDeveloper: Enviro, +, ^tal Development Corp.
I
Engineer: Tried,'... Idtes, Mike Mathis Inspector: Rick Kokko
Phone: 821-8448 Phone: 999-1831
FRANCHISE UTILITIES: i
I 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
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.
3. All franchise utilities shall be separated a minimum of five feet I5') horizontally
and twelve inches (12")vertically from City utilities.
Puget Power- Karen Sharp received the plans. She will be meeting with th
project contractor and the contractor for Talbot Road project next week.
FIRE PREVENTION:
I 1. Maintain access to site at all times. Must be able to support emergency
i equipment in all types of weather.
I
I 2. All new hydrants shall be Cory type hydrants to be painted Safety Yellow. to+^a
and Renselear are manufacturers of Cory type.
3. New hydrants are to be covered with burlap bags until operational.
4. All blocking must be inspected by a City inspector prior to backfill
i
5. Leads that exceed 50 feet in length shall be 8".
g�
1,jai go
"t-.
3
Summit Park Preconstruction Meeting
Page 2
6. Call 911 from a local phone if the watermain needs to be shut off (emergency
j only). All other water mains or valves shut down, call Renton Water
Ij Department at 235-2646.
7. Fuel -- any temporary on-site fuel supplies shall have a permit from Fire
i
Prevention.
8. All underground mains serving fire sprinkler systems must be insP'led 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)
10.No construction above the foundation until the firs hydrants are operational.
CITY UTILITIES
l Utility Contractor: Universal Land
Contact: Dick Allen
Address: PO Box 329
Woodinville,WA 98072
Phone a: 483-6200
STAR"r DATE: September 15. 1994(approximately 75 working days for the
project)
i
» r WATER: ... .....
1. Pipe materials, valves and fittings shall be as indicated in the approved plans
and standard notes. 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.
i
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 two
working days advance nntice. schedule the connection through the construction
inspector, Rick Kokko at 999-1831.
3. Procedure for cleaning and construction testing of new water lines:
a. 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.
b. All water lines shall be pressure tested to minimum of 200 psi or 150 over
operating pressure Istatic) for 2 hours. Services may be tested separately by
visual it„pection of the co.p stop under static pressure.
r r, ,
p.
�,rr
r
Summit Park Preconstruction Meeting
Page 3
c. Chlorinate for 24 hours, using liquid chlorine and chlorine pump assembly.
The inspector shall schedule chlorinating. Five working days advance notice a,
is required.
d. Water used for flushing water lines shall be drained into sanitary sewer only.
e 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.
I. 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 backfilling.
g. All watermains shall be polywrapped.
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 '1
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, ad' stment of all
structures,and approval of as-builts and cost data inventory.
7. Behind DDCVA (2 hour 200N test on underground) per Fire Department. Need
24 hour notice.
SANITARY SEWER:
t. 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
rovor shall be Ductile Iron,Class 50.
2. Pipe bedding for PVC pipe shall be pea gravel 6" above and below the pipe.
i
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
prism shall occur prior to construction of the sanitary sewer to minimize
disturbance of the sanitary sewer line and appurtenances after installation.
4. Contractor will be responsible for TV of the sanitary line. TV after channeling is
complete. Air tests on main and sidesewers shall be pet 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. Sealed inside if in Zone 2.
or
a,.
}x
V
nil
N ( h r
Summit Park Preconstruction Meeting
Page 4 `
STORM:
1. Approved tempor., y 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 road prism shall be accomplished prior to
installation of the drainage facilities to avoid damage or disturbance of the new
infrastructure..
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. Backhp shall be compacted to at least 95% of maximum density.
6. Catch Basins shall bd grouted smoothly.
7. System shall be flushed and cleaned. City may request that the line be lamped.
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 springline.
TRANSPORTATION:
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
All
2. Paving - The minimum compaction shall be 95% of maximum relative du..eity
on subgrade and rock surfaces.
3. Contractor shall not leave open trenches overnight. Backfill plate or fence all q,
trenches. The proposed method of cover or protection shall be submitted for
approval to the inspector. Shoring plates and cold mix to he on site at all times.
Cold mix for sidewalks and driveways .nay be required by the inspector for
safety.
4. Keep held records for asbullts.
5. Truck hauling to be in non-peak hours only. (8:30 to 3:3n)
6. Watch for pedestrian traffic. Provide "sidewalk closed" signing as needed.
- GENERAL:
1. CALL FOR INSPECTION (24 MR NOTICE) BEFORE YOU START WORK. NOTIFY
FIRE, POLICE AND METRO OF CONSTRUCTION SCHEDULE.
1 _
Ftr l
{
.r
r
Summit Park Preconstruchcn Meeting ,`'•.'r.,
Page 5
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 f.
and/or grade outside of the right-of-way. Keep a set of approved (sig.ta' ay City
of Renton)drawings on-site at all times.
3. Work hours for work in right-of-way are weekdays, 8:30 AM to 3:30 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 for overtime. j
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 shall be submitted for apgrovel prior to permit issuance.
j 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
unobstructed when possible. No stockpiles on right of way.
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 specifics! is.
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
schedule a meeting within two days. The field inspector can not give approval
in the field for construction changes.
Arneta Henninger, Engineering Spe
cist
277-6198
e
�i
A
ATTENDANCE SIGN IN SHEET
DATE SEPT. 9, 1994
PURPOSE OF MEETING SUMMIT PARK PRECONSTRUCTION WATER, SEWER, STORM ST.
n' EPR Pt"ADD z . . }'C 'YELE
c to, Z 7 9
R� l A. ,.0 m c -,c 22 - 2377
r
r4' � 9 9 _ (D
7-2
-,55'+,97
CK LLEM /JIV t/r+0 ct.1S'F Co. Fb 00"q k)ooRtJVlLLf VM 493-(Zoo
K e s ens < o r - ,
�/ ,rcT1H4 //dr .G�/B3 � tPl Y 3t rY
lYS �✓GJ 77KIAU A550c,,4115 lS eefdo^l AV. _ 4 74Nil
-
7 GA(Qory Lm( ^N.f. U,l 0f fi......r
Aal
Koerevesr�oMra�nera
l_ _J
art
P IA1 i }
l
^' � PRECONSTUCTION SIGN-IIP SHEEP k'j- :.
i Project: Talbot Road South improvements Date: 9/9/94 �r..
1 CAO 94-088 Federal Aid No. M-STPGL-1125(001) '
I Contractor: Gary Merl ino Const Co. ,. Inc. Phone/: (206)762-9i25 yy
# ,rt Project Manager: Jae Lee Phone#: (206)277-6218
.�' 235-2529
1 Construction Inspector: Rick Kokko Phone N: Mobil 999-1831
Name Affiliation/Representing Phone M
i l&)t t 1c 41 c-,- S�/,& /CW /& --M2-4Z76
I
1Jei/ tuaTl" trkj, ; Rtotai/btv."env jl,;;e 277.07
��Vcc Errs/G WAsN . NAT li'L ZZL1, Zs'7 1
�M Igra / _ alnn �KC 1,�v0/ �?35 -16N2--
/
li}N T, I wl� sooj -_ a4xR;z NIir24rNo Cen4 -7,&1 -9/Z�
u
i
SvNHIt
"DICK ABLE-1 ufJ10151t LPA0 QWa CO 4.83 GVo P!►R7[
D7 /wso0r p 1-40-4725— t
Xs c'rr17- K'Ni ("OU�rY 40,13L4 sG b1�
A A
,-s FF 4 e�glJ/.!/,Vz 9G-B tz"-
i
r
t
"A
to yY ,U
�i
( I.
AUTHORIZATION OF SPECIAL BILLING
DATE: AUG.23, 1994
PROJECT NAME: SUMMIT PARK TALBOT RD.S. z/
PROJECT NUMBER: PERMIT NC940144 E Ci OZ.J1!/
WORK ORDER No.: 87599 �{
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 project,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 7
AT A RATE OF FIFTY DOLLARS($50.00)AN HOUR -
TIME AND MATERIAL FOR ANY WORK DONE BY CITY STAFF TO REPAIR
DAMAGES.
1
I BILLING TO BE SENT TO.
Names ?irGsascW /J
Company: jr,4 6cv..a rr)Ld��Yirea6yrwf(csPA-0A1.�tt/
..;•;,., Address. wep,4z /574-
r,.br! d 9J6HJ
Phone: ?�
Owner/Developer or Authorized Agent
p
I
CITY OF RENTON
4
MEMORANDUM
DATE: September 14, 1994
TO: BECKV S.
RAY SLED
FROM: ARNETA X6198
SUBJECT: SUMMIT PARK PLAT TALBOT RD. S &S 51ST CT WATER
FEES THAT HAVE BEEN PAID -
„y
PROJECT WOp: 87599
PERMITS: C940144 AND C940236
COPY OF LETTER OF SPECIAL BILING ATTACHED h,
' WORK PAID FOR: WATERMAIN CONNECTION 4400.00
4
I „r
gip:
t�.
wrm
V 1
1
CITY OF RFNTON Construction Permit
Permit Number C940144
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 Rentor..
Work Description
INSTALL WATER, SEWER, STORM PER APPROVED PLANS
PERMIT DOES NOT ALLOW ANY WORK IN TALBOT RD. S
NO WORK ON UTILITIES AT ALL ANYWHERE UNTIL PRECON
PROJECT NAME: SUMMIT PARK PLAT Y +
Job Address
5020 TALBOT RD S
Owner
SWANSON PAULA
26811 SE DUTHIE HILL RD
ISSAQUAH WA
Contractor
UNIVERSAL/IAND CONST CO Contractor's License UNIVELCI59RL
P O BOX 329 Contractor's Phone (206) 483-6200
ZAHNOW, ALFRED J 98072 City License
Contact MATHIA, MIKE Contact's Phone 1-800-488-0756
Other Information
Date Issued 09/26/1994 Work Order 87599
Date of Expiration 03/25/1995 Parcel Number 312305-9071
Date Finaled Inspector's Name RICK KOKKO
Inspector's Phone 999-1831
It is understood that the City of Renton shall be held harmless of any 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.
Locate utilities before excavating,
Call before you dig - 43 (lour Locators 1•800-424-5555
1 hereby certify that no work is to be done except Subject :o compliance with the Ordinances of the
m described above and in approved plans, and that City of Renton and information filed herewith this
all work is to conform to Renton codes and permit is granted.
oriinances.
_% •-1.-� ram/ /'�O' \G�Applicant Public Works Rep
THIS PERMIT MUST BE POSTED AT THE JOB SITE AT ALL TIMES.
al)320
J
MCITY OF RENTON Constru t1ion Permit
Permit Number C9402J6
Permission is hereby given to do the following duscribed work,
according to the conditions hereon and according to the apprsned
Plans and specifrotio is Pertaining thereto, subject to compliance
with the Ordinances of the City of Renton.
Work D'esctiptim
WATER, STORM, ST. IMPROVE A LIGHT TALBOT RD. S
PER APPROVED DRAWING 2158 PHRMIT IS FOR WORE IN
TALBOT RD S.Pi WZ= IMIM 33L SQIMIXT'PIQlE'PLAT
Job Address "
5020 TALBOT RD S
Owner
SWANSON PAULA
26811 SE DUTHIE HILL RD
ISSAQUAH WA
Contractor "
UNIVERSAL/LAND CONST CO Contractor's License UNIVELC159RL
PO BOX 329 Contractor's Phone (206) 493-6200
WOODINVILLE, WA 96072 City License 6059
Contact MATHIA, MIRE Contact's Phu" B21-8448
Other information — p
Date Issued 02/16/1994 Work Order 87599
Date of Expi- ate 03/15/1995 Parcel Number 212 3 05-9071
Due Fin-led laspecbt's Name [OJMO, RICK
Impeca:R Phana 999-1931
It is understnod that the City of Renton shag be held harmless of wy and all liability,damage a injury
writing from the perform^.nsz at the work done, bed above Your wiD be bMed time and m orrial for any work
done by Ciry staff to .epair damages. Any work performed within the right-of-way must be door by a -R
licensed,bonded contractor. Call 277-5570 one working day In advance for inspections.
Locate utilities before eatavaUns.
Call before you dlg - 48 Hour Locators 1-800-424-5553
I hereby certify that n0 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 information filed herewith this
all work is to conform to Renton codes and permit is granted.
ordinances.
Applicant Public Works Rep
THIS PERMIT MUST BE POSTED AT THE JOB SITE AT ALL TWAM
apa]OL ArMN t x
�J I
�r
- LaKta Tnling Labwato&s,Ina. --
S OS Harr S aft WA WlN
WATER BACTERIOLOGICAL ANALYSIS
SAIaSE C101LECTION:READOSTUTIONSON SACK OF GOLDENROD COPY
. YwawtleaawwaFYwa,wnplF aNMrFIFPNO.
DATEC ECTED WE DLLECIED DOI1Ntt NAYF
� .YrM MT YW �
Am
FpTYPE DFBYalB1 EPIEUC 9YSIB/,MYPIETE'.
CONGLE 01101►
A10
MLEDFxmmm
Ga.
E{Er1Yp�1'1D bLT11�1,EEIFEtENUECI® TEtEFER7EN�Dy
� flu ' � r Y� ��(✓ LMYI� :J] �L)=.1
EVENDA
�. ONI IFE
sm"M1O1 a�
$MMTWE DWNMR ER NUI
MNDE
pM `�� ;6p3PRNQ [];I W _Lp/l F.q
pla
TYPE a SAIEIE AaaaEywaaamwl
p Nift crioY TER pOaaFar Rw�aE_Ter_FRW
a.a LwRaw4 —�❑FTuno
❑ rwWw.ar
p REPEATSMIPLE
PiwnawMPa aoaw IAF
No T T
I
MW Sd1PCE YMTCR S F®m O iW be1Ma
CDNSTRUCTRW w R[MIAS Pamw*W
PISP.+NI �-
Rt1AIl0: ')iK ZI -
AAa uaEorYlaEauLaTwwaawan
p LRWAnSFACTORY.CmmppwEl p sAm"
REPEAT pE� l
IN E.Cdwwo ow~
REbIWEDS JPmFaR �FEm�F
oTlaLAaoMloaraer►n --
ronLoalraLw ANN
FR'xwtraLw_nmM -EIAtEDDIiFif_aR
Am""WAKE REbU11
SAIltENDTTESTEDEECAUSE: TESTtRISUFIA ESEOAUSE
p aFaaamm r-7�Pa+a
❑W�aa aNaYar I-�TNn:
aea.Nmlw []TuaR aax�
SEEREVERSES a GREENCOPYKRUKAMTK .CY RFSUtTS
wm(lowU mR.TYERWMO maw"'I
o
a11E11FICFFFFa M
WATER W w
I � WATER SOPPIER COPv
J
J
I
LeDDks T"Ung Lob.8taAbS.IM. .�
'• TIAOS Nar av S "A WAMIOS
WATER BACTERIOLOGICAL ANALYSIS
SAMPLE COLLECTION.READ INS1/EMOIS ON VOOE GOIOENROOOOPY
R w•WSWP•w Pel bNswK••AW•MIMn�aiM.
DATE COLLECTED THE COLLECiEO COLMVNwE
lei i .• w
'• TYPEOPSYlRM WPUKC STEWOOMP,IFTE:
Mrri f0.tlp 1 O 5
NAM:OPSVSTBE ,
0L �r
MwmIOMLLYIr s"MODRE/M T491b1Em
l FH 1k I �JH _JDLY A DAY LL4 ?l)t 25�i�
�Or Ij,E JAW, AtoI ew m, 1
tWlIE _ R SYBTBIDEwmaR:wRl�1
� C .f• �n0 h�.
•l SOIIIICE TTTE EE�'�yp���6�'RNW YATeINaFR wRDFRCE
7 flawa Y�EIL•IEID WPM �MIpYq®ar �v
'6Y Itt E II IIIIAME N1ERnE�
I
TYPE Of SAERE PM•ywY/YEENRIY V
DwA••A••Rn -.�I4ETI•Y
❑uwrwoE.
❑REPEAT SANPEF
Fww.Gdwm PEE {•E._ .�
MWY KEWATER Swn-!ISM ❑,rorR. i
W Cp15TNUC1pM V PEP4R5 o MY11Dtl1Y1•
1NER{SRWAYI '
• .. WYl DIInoILRRMMMATTOIIaIax �
• El IwWwACTORy Owen.Ar•EN+ ❑SA lAOTMMTL �E
REPEAT }n�j EC•Apw �EDMMM
PEOUEIRED LJp�• ❑hEYIMLN
-- 01MLNOIM10DfU"It
mmoomom Amm E.CCU_j:�RYOR
' IEf.ILOWipY�.:EROAV MIECQwP_—w
j ANOMER)rA%IERCQI•IEp
1
WY MQTTV3MaEGUW nsTUMMPTAS6E�l0MR1t:
wA P II TNTC
1 • E❑T b'^' L l iYkRNw
SEE REVERSE SSIEOAOREENCOPYPMEPRMMTNIROE KE TS
wNo.pnwni ntt.++aEeawo R[aReow
WATER W. PPLIER COPY _
r-
r� �
• ,,mks Twling LaborstoAsf,Ira.
• SAO S Harney Seanle.WA W108
WATER BACTERIOLOGICAL ANALYSIS
SAAIPLECOLLECTION READ INSTRUCTION$ON BACK OF G01.10M 000"
K N1EYwtlF1YMro11f111IFFf,FKFIKYwEMIftEFYL
DATE MUECMD 111E OUECTE�D 000NTY NNE
2
. YOIM oIN r.lY1 �;�
, 1
ti AN-- o� KIM
• IYR OF BYbTEN FF C f NLYSTBA OpNFlETf:
w1Ms ID.Na 1 L U olluE,)B
W11Er OFf.1Yf1EN 1
IMPCLO OIIs6E� 1f ODLECIPo PIIDIE ND. I
7 a, �rI I) 14,' wY12tb 15�'Z�Z!
Aj i"ic 1 4ol mewo 1
rtrLr ft ED 7 sr :e�INI
� fdwcETrrE asDuowAlellanER KIg1ENCE
� jpeuRNlcE r'IeD pslwD [] ' ❑gym" �
-r-ter I
11 AF sFN�CWN V I
1 ,/Yj I El �
—*7—
TYKOF fAYPLE NFIrlf syw YwslflAN
ElRDUTINE FjblwfOTfWfE_Tw_IAsi
.g11IMP.
❑LVAUW.Dlr. -
❑REPEAT SAWU
�dr PPII IIII wF
IMW SOURCE WATER foes.® m ❑TwDr.N 1
NEW CONSTRUC1gNa REMK1{ ❑Fa10lNIn
DnER If0YfA1
f
wsssDnflsssoO sfllel tEslsEs
❑10160ITEFACm11v.c ww�..N ❑ aF.ct«DTr
OAI11PLLff �F"wp NYY ❑PvMI
KQAO® FFSIFIFs1A pW KNYA
0111mLIMIM71 WlEfNuf
mTALCWFORN--k nonfl E COU-A-nmN I
FsALCMW w—nomN' kAno UNr__rm
S i WTTESTEDIIECKUM TffTIR15UITABIE BECAUSE
g9•rVYmaA [10on11wrrl frP,m
wlsomrw p TNTC
BWNNYYIOIrrr ��jj T•OACWnF
WE RE,ERSE SIDE IN fTKEll copy FOk P10ANM ck D<RLSMTS
w1IDPIAYT11) w*E.TwffalNOD Iac4rv[Der
i jr
bC6
WIMM
WATER SUPPLIER COPY
LauCks TasUTy LabWaTOFM¢,IM•
a .4VOS Hammy Span WASR108
WATER BACTERIOLOGICAL ANALYSIS
SrIKE COLLECTION.REM[STKICTM0N BAC[OF GMD94AW LOPY
[ItiYwMOIN w ReT klMwa,a[P[RP Wr r IalaFTaQ
DATE CDLLECTED IaE COUf:CTED DDIMTr HATE
ainlm on rW .:
asrsTEN sPuuesysTE+t toETVEET[:
' LYnlsic ` OlK[[oRDUP
A �8
NAIE lrSTEN '
EFIpRL�WId! 1Ep-o-ue 16®MEE Np._
a''Sr. n1Y�Ir Sy..h anlLl 2 1_2 y___ I
I
Ab 10"0 1 r10UD.�y5i&#l(q.I �
I� �. Ilofrl(n�
BDIIRL4 TYPE rATTl LWVM PFWBIFE
L R OIIT 1 wa M�NN�PDw) I ��
q _ N�-SII•� 1
/1 JJ
1JLA
TYPE OP[A[IKE pPl RywM[rrwl
❑ROIITWE GINInabEPYrar_TDI_Plaal
ORE[(111G WATER ❑
iPRlIFaAYnra—�❑IaawP
❑Naaaar rOaW.
❑ME T SANPEE
P.wbWalldmPw.v uP1 _
CaIF _ I I
F�MW POIIPLE WATER SaYlrP�m ❑TAW
L�u�j�AEW OOIIGTRUCTM]11nrMIlY3 ❑FaW CMNIR
TIED ISPPNI _
! ♦aauraaneaEonEaaTSITeTIUEn
ja ❑uN[AneFACTom.crrwaw ❑aaa .'wai
PEPFAi ❑ED1EPraa ❑[.CdlrAl
moum ❑fRoYPFFFW ❑haNaNW+
DTRa EAwmT01EFTIbTLl -
TITKDDlEORN {ImDr y E0011 c,*
F{h1lCaEam�WEEr _ rAMSM�F
ANOT[P$ATRCE IIEOIMEO '� i
T✓rE[r1t TESTED B[CAUSE. T6/CWUITABIE[X^w: j
I ❑aMWbOttl ❑CawavaNn
❑rRWaaPYr ❑mm
F Hywy[yp� �LMNallw
Eawa MpY
It'A SEE REYENESIDE OE GREEN WPY FOR FXPIANATI0110E PESULtS
WNAPIaMN GATE fYFMRYMO 11[(yAEO fI
1!I pa la Tama
I Mn1YFRPIo— W WTtl1/:
I. WAFER SUPPI ICP COPY _
I
.� LE"oks TnNng L ak)W m..",InC.
WO S Hamy Seattie.WA WIN
WATER BACTERIOLOGICAL ANALYSIS
SMU COLLECTM FFM M61RA.'TI0NS0N SACK OF OOIDDOW COPY
N Ylglletlo(r w M N"ENm,amlrU WE r Alfalm.
MTEC UECIEO THE CAIL OIInY
um m •W
le II °P4 I—I,,—AM . ❑r" Ira
TwEasmel iPIRIG ers>a.aorLETE: —v—
nlaLa ® maw
asYaTTv�
64
j �Td1 ��rj N.
t m4N{t.�QZ�Y �M
T,Er
aowcE,YPE�O�ROUIOYMTTSIIIgER µawn
paAWAGE `'u�;6, Elm ws pMWW" pNCOw�IgTTO"
aN011E (ry ",momm,
if u13111F( I
I w so
lYSlOF SAMPLE NTNlvywNMmrE
p RWTNE GMmw1IA"yNETIW_FER
MWKNG WATER
tlMA MFwrY -� Now
IENEErEVOMr
p REPFAi SAMP E
PNreR001YR'N P"PNY IAPf
Oft ^ Y-- �. i
p RAW SON"YMTER S p f g I I T"CaNN
CONSTR Tm.mt 4R5 '-• �•-L••J• Rel Oebw
OTHER ISPRMI
WEEIARES U)- ?TSO t )U
h WM 011alpWmE1TTTE1q RlMEI�
p tMATEE5ICTCRY,CObRRpfNE paRtlm=.
OoMv.awE t
REPEAT p E.CaEpEENi n�{E.COSaw"E
i Maxim ❑ RE U F"pE %NNN,
i (IIBLIAEEENOETROOIIf
TOTALCOLIPOIY ANN E.COU-A-ANN
PECILCOLEORI—Aftw PLATE COW—M
ANDIER SALPLE REOIal6
SNEIENOTTEaIEDaECM49E: TESTMORTAKENCAUM
paPpmm ❑Cp,M rm,
p wmv NnYNt p we
❑awMIN ava p T, Rwm
❑_— ❑&--
I SEE REVERE SEE OF OIEETL COPY RN OtPU"ATq W"MV3
I.mmq ) utE,.NRclh4o TI ,! wENOM
b`51 6`io �1 �`j�TnA
aTEIEfaRln
WATEA SU"
W RTf R$UPPI if R COPY
I
I
Lawks Tasting Laboratoriss,IM.
940 S Harney Seance.WA 98100
WATER BACTERIOLOGICAL ANALYSIS
SURECMLECtION WAD 06TR XIM ON BACK OF GWOM DOPY
MTwTrvAIbK An nelrMbrM.<wiPM rMYATETMAL
.• MR COLLEOTEO Tat:G01AEC�O COUM'y E
� ArIM m
�D lI SY w pw
' rneaa,amr COMM:
ID.No. r 8 S u 7SROtP
�MIT7EeMEEE y�gC1Eo TELEPIDAEMo.
1�.1.1 e,• IUD Mvl�(�1 ,ail Li_r
r i.71b.1 i.�
a1 �n CFO MAG
OMLOCTEoor:Prwrl EY61EAAorEa3MG0.:awKT
A SOUKETYPE OROIalDYw61UDflT 111PLUNLE
❑SORFACE Du1w ❑EFTMG ❑rtsrpramr ❑>m +Her°0N
Tii�Tor. ` r /I111w N3rfM11 1�
l Mae
Ir111 h,tr• �..
1.ioo AYAYAIW 1 0
TYPE OF B/Y,E IAr�rM�rsr<Mrss -.
��a7UfNE rai AA"AMwAW1WNM)
AS..�EGM�TEn ��rrEsw
s arAwtror.l
UREP
ft �A _
uw T T
❑wwsou�A« EwAAA® pEwor
w4w ooRSTWICnpM.FV%M8 PAwO -
REMANfS: w_ "LIS$ Lt1U - b7SS9 -
♦AaEEEML araoTtATeTEvan
u6A ACTOWA Ooawn+FAWN ❑ '
w"Es° 3 two..+ pE.Go
REOUMED n,m, A ❑FAwAEArA 1,
, , LEMO MWara IMAYS TOTAE - 1
omwom now E.CCU a0}A
FECAECOUPOKr—naew RAROOIw—MM
mommT WARE ream
I
EAATPEEMD7TESTEatE W3ff: TEE,IMSNTA cM MISE.
[:]ErprTDDaa - ❑ORsiw VE
p ❑MTC
raMnpwrTeaa TwM WAA
__ g EAVAAAeba
SEEREWRSESKWOFOfEEMCOPYFdTEIfRARATgHOFKE TS
x LwMv YRI MTE.IAEIImC o 1V 4 KmmaO
oN
,A.a1MaIM
�or.r
W AMVM
1TfpER SUPPLIER IUPY
—� LS=ka ToWnq LaDorato i".im.
WES HRm y S9aDb.WA WIN
WATER BACTERIOLOGICAL ANALYSIS
SMVE0DIWPI N:WM EETPOC WON BACK OF GOIDE.NAM WA'
Ir Nlaltmo Im"famwmc so,"«BrIyaeYD.
T.
I. DATE 111EeF COIMIV rU,AK
J 10 /►
,lyl'E�(�Brefaa rryRl(:6ra191.DdwE1E:
.,,T,,r ,
•aaE OParaTBl ,
QJAB
F11�E 8M/{ELgLLfyFlp TEETAgIEy -
J`r�., a,. C � 1 ay -
g�
aDDacE,ERE KaavoaaTelurnEa DEIUENKE
❑ W�aE'wen ❑erR.aD ❑ SEp« ❑«o°�"'�,
TYPE Of SAYrtE1aw on naw mnn)
�1 gr�uTINE n �tn.REDY T«Y___ F.)
DRNMDIG WATER _
dWk laaM«I __—__.L J Fi
(�llnba«Fe«Oar
L]REPEAT$MIRE -
RwwsNMnPwua
Dow -
1 1 l
Ci RAW!MACE WATER 4«aa1®� nIIIYICIbn,
NEWCONSTRUCTq .REMRS IiJ,Wypppn
OTHERISPw )
FJo
`� WDEEOKnTSaaEIOt�NIalaTt
9E wmS1nSPA mft KbIRInRPlaaala ❑&T
1f 'TEPEAT nE.CaIf Cua apwM
SAMPM
MMAM Ej Fa R«aa rj M«I fF
KmaT 1AaoaATarr TmlaTa
TOTMCOFIFORR nmr E.COU -Nmti
FEf.R(%lLIF011N_nmPa RAZE fA1SR_Ar
__. ANDTEEN SAAaiE REQ R
aANRSTIDTTESTEDSECAIISE. TESTIMBISTAMF DECAuSE.
WI«a'srin I TNTC
aK1F4Ybla F .iVpE CWWn
❑ :.�I Ei«aaMM
8EE REVERSE SCE OF CJEENCOPv FOR EIIRARA1gNOF RESIAfS
''y W1C.RD«T6: Wdf.77
«E RE2WED IIFCEw
it WR RFu1nE9 W01M10Av
M1MIYu
WrtTFR RIIPP
I � J
1
ki
Y
BB:33 anennoi ...._ ..___. -
PACIFIC WATER WORKS SUPPLY CO., INC. N'/^/ A ~
HW FIRST AVE SOUTH SEATTLE.WASH."IN
/ BACKFLOW PREVENTION DEVICE TEST AND MAINTENANCE REPORT
S
FILE NO.
AM NAME T /Ao6 JC
ADDRESS PAL A•f $o S' / CITY STATE V' ZIP__
PARTY CONTACTED REDUCED PRESSURE SACKFLOW DEVICE ❑ -.
DOUBLE DETECTOR CHECK a
PHONE DOUBLE CHECK VALVE ASSEMBLY ❑
���������.1�7/ PRESSURE VACUUM BREAKER ❑
MAKE OF DEVICE r_" L_..S MODEL 702 SERIAL NO //Od(/ SIZE y N
BY-PASS
DATE INSTALLED METER NO. _-METER READING _-
LINE PRESSURE —_PSI PRESSURE DROP ACROSS FIRST CHECK VALVE ,_PSI
LOCATION OF DEVICE Z.
CHECK VALVE NO. I CHECK VALVE NO. 7 DIFFERENTIAL
TEST PRESSURE RELIEF VALVE'
BEFORE
REPAIRS LEAKED LEAKED ❑ OPENED AT —PSI
CLOSED TIGHT ❑ CLOSED TIGHT W REDUCED PRESSURE `
PART CLEAN REPLACE PART CLEAN REPLACE PART CLEAN REPLACE
NEW D/S 6 f J U ❑ ❑ ❑ ^!
L) r_ ❑ ❑ ❑ ❑
FARTS ❑ ❑ ❑ ❑ ❑
AND ❑ Ci ❑ ❑ ❑ ❑
REPAWb ❑ ❑ U ❑ ❑ ❑ f...
REMARKS:
I
TEST CLOSED TIGHT QS CLOSED TIGHT ❑ OPENED AT PSI
AFTER REDUCED PRESSURE
KPABIS
'REQUIRED ONLY ON REDUCED PRESSURE BACKFLOW DEVICE
RETURN REPORT TO
TESTED By nn�-- ��^ N
� DATE �MZ: y- 9y
R REPAIRED BY LK �� DATE�/� -4
WI,QRKS FINAL TEST BY ��—L� DATE
se...,q•M ww wm,r.m,na s ce s� TESTER'S WASHINGI'ON STATE CERTIFICATION NO.
..IllcjslQ cP PINKQWICE CANeRVAMWF.tf
e I'
F
T9W RASr AVE.SOUTH SEATTLE.WASH.GE134 \ �♦ l,C//� I�
BACKFLOW PREVENTION DEVICE TEST AND MAINTENANCE REPORT V�V/
FILE NO.__
TAME S L/ "I
�AESS 14 Cb or fu- AT 14,e- CITY,,., STATE 6114 ZIP
4RTY CONTACTED REDUCED PRESSURE SACKFLOW DEVICE ❑
PHONE DOUBLE DETECTOR CHECK
DOUBLE CHECK VALVE ASSEMBLY p
PRESSURE VACUUM BREAKER p
MAKE OF DEVICE W n5__MODEL_OO7 SERIAL NO. �O SIZE 3j
-�
DATE iNSTALlEO_ METER N0 DY.PASS
. METER READING _
LINE PRESSURE PSI PRESSURE DROP ACROSS FIRST CHECK VALVE __PSI
LOCATION OF DEVICE �� ®91'S A✓1 L./+'
TEST CHECK VALVE NO. I CHECK VALVE NO.2 DIFFERENTIAL
PRESSURE RELIEF VALVE'
BEFORE
REPARS LEAKED Q$ LEAKED @ OPENED AT __PSI
CLOSED TIGHT ❑ CLOSED TIGHT O REDUCED PRESSURE _
PART CLEAN REPLACE PART CLEAN REPLACE PART CLEAN REPLACE
New /S c ❑ p/s c R9 ❑ p O
PARTS ❑ L r ❑ O
❑ G p p
p
AND ❑
p ❑ ❑ ❑
❑ .
REPAIRS p p Ll ❑ ❑ ❑ ::�
E:MARKS:
a ,
TEST
AFTER CLOSED TIGHT CLOSED TIGHT ,Y� OPENED AT PSI
IEPAIRS REDUCED PRESSURE
'REOUIRED ONLY ON REDUCED PRESSURE 8ACKFLOW DEVICE
RETURN REPORT TU:
ol
.yrIF'C TESTED BY ��� / DATE _ ,C�
�// TER REPAIRED BY am!, C/'P" / t
M DATE 4/
FINAL TEST BY A^►+1� t
IRKS �„�„�. ,y
TESTER'S WASHINGTON STATE CERTIFICATION NO.
WntECUETOMEA MKpKKE CJiNM1AT.REMIAT ILE
--'-- - :ae sEcvczite
EB 3VVd ADOOM SKMd .
al ix �
BEGINNING
OF FILE
FILE TITLE
1 :
9
�s
c. #5 Bill of Sale
t Prok.,FR.N
,RIIElN RECORDED R NTO I Str 1w/ �S f v
Office,f tM City Gch MAR 0 7 -1995 [:notor(i)name
Renton Municipal DYIMina SEREET INTLRSEGI'1IN or �-
moMlnA---csvtN KING CCUNTY NAME OF P0.0JE i�fVr
RccGer R
0.cnwn.mA 9aD55 ._�.. "t .a
BILL OF SALE
KNOW All.MEN BY THESE PRESENTS', That ENVIRONMENTAL DEVELOPMENT CORPORATION OF BELLEVUE
of
County of KING ,State of Washington,the parE(y/its) of the first part,
for and in consideration of the sum of ONE DOLLAR 111.00?
Dollars
lawful money of the United States of America,Eo CITY OF RENTON in hand paid by
ENVIRONMENTAL DEVELOPMENT CORPORATION
the part(y/ics) of the second pan,the receipt whereof is hereby acknowledged,do(es)by
these prescnES gran[,bargain,sell and deliver unto the said patty/Ies) of the second part,the
following described personal property new located at SUMMIT PARK PLAT, 5010 AND 5020 TALB04 ROAD SOUTH
in the City of RENTON ,County of KING and State of Washington,Eo-wit:
See Attached Exhibit aB'
TO HAVE AND TO HOLD the same In the said part(y/ies)of the second part,(:heir/his/htr)
heirs,executors,administrators and assigns forever. And said part(y/ies)of the first part, for
(their/his/her)heirs,executors,adrninismtors,covenants)and agree(s)to and with the said
�..) patt(yh� s)of the second part,(Eheir/his/her)executors,adminismtors aad assigns,that said
j� part(y/ics)of the first part(is/are)the owner(s)of the said property,goods and chattels and
Will warrant and
0 has(ve)good right and full -tnhority to sell the same,and that EDC thtir/his/htr)
c7 defend the sale hereby ma-c unto the said part(y/Ies)of the second part,
executors,adminisErators and assigns, against all and every person Or persons, whomsoever.
t� r
� lawfully claiming or to claim the same,
IN WITNESS WHEREOF,The said part(y/ics)n, the first part has(ve)hereunto set(their/his/her)
hand and seal this 1st day Of FEBRUARY. 1995
ENVIRONMENTAL DEVELOPMENT CORPORATION
TH
STATE OF WASHINGTON
By: OMAS N. RELSON, PRESIDENT
)
SS
i. COUNTY OF KING ) A5 R. ICNE L50N
is the person who
I certify that'.!mow or have satisfactory evidence tha
appeared before me and said person acknowledged that (he/Uu) signed this instrum0 and
acknowledged it to be(his/111tr) free and volunta.y act for the uses and purposes mentioned in
the ins[ru:ncnt. � ,. <f�s'L✓��
Dared:
Notary Fublic in �ar�o ror the State of
t�Nl1 Washington
WEhYt-SbYMVAKaMIBn JOAN HOLLINGSWORTH
Notary(Print)
g 08PArYI�[tPlNil 1 O My appointment expires: 12/12
CVronnwosroaH Ooul,
Iiik $t 95-0012
L_ _
i
Y
a 11
i lw Ir.
1'vW
At v[::
I}
rPROJECT CLOSING nCt O g ty Er
End Inventory 1,i
FINAL COST DATA AND INVENTORY
PLAT OF
SUBJECT. X;E/HNN/f PK CITY PROJECT NUMBERS. WTH �L�I- Zf�JS it
WWP. S—ZlrSB ..•
�� 'SIRUP a
Name of project
TL•P 40-Z✓50 o
TO: City of Renton FROM.
Plan Review Section
PlanningBuilding/Publk works )
200 Mm Avenue South
Renton,WA 98055 DATE:
Per the request of the City of Renton,the following information is furnished concerning final costs for
improvements installed for the above referenced project. - ;+
WATER SYSTEM CONSTRUCTION COSTS:
Length, sire Type NOTE �C�1x,�.T��/i�/A 'UU1T1I/7t,7t 1
'S-
LF.of � ' �_ WATERMAIN lJAT�' FL
LF.of Iba . _� WATERMAIN
L.P.of WATERMAIN
LF.of /pII WATERMAIN _I
EACH of Z ' GATE VALVES i
EACH of _�_ �_ GATE VALVES n.
EACH of GATE VALVES
EACH of FIRE HYDRANT ASSEMBLIES t 00,00
(Cost of Fire Hydrants trust be sepantey) S e
(include Engineering and Ales Tax it applicabk(8,2A) t
TOTAL COST FOR WATER SYSTEM s
SANITARY S V�ER,$YSTEM: STORM DRAINAGE SYSIEaC
Lcngjt Size Type Length Size Type�
.R7
LF,of _�_ ' SEWER MAIN -ALI LF.of 1ZL _ CF EY STORM LINE
L.F.of SEWER MAIN LP.of __ STORM LINE
-- SEWER MAIN LF.of STORM UNE
7� EA off _ DIAMETER MANHOLES EA of STORM INLrr/otm6r '
• STORM CATCHBASIN
EA of OLW ETfF�ANpOI � i EA or— EA of _�u STORM CATCH11i j
.� (Including EnsineedmatM Iaa Tax t{ T) �
.,ppHcabk) 29a) 3 I 9q` (.2 Oneludittg Englneedng atW Sasake Tas I
rorAL eosr roR SAI+trA sgvER srs'rEM t 10 Z TOTALCOS --- p��
.7 TOTALCOST FOR STORM DRAINAGE SYSTEM S IVtGWeSBI
STREET IMPROVEMENTS: (inelu tang Curb,GWtcr,Sldewaik.Asphalt pavement and Street Ughtiniz) k'
r
SIGNALIZATION: (including Eng.Design Costs.City Permit Fees,WA St Saks Tax)
STREET LIGHTING: 0m,tUding Ent.Design Cutts.City Perini,Fees.WA St Sales Tax)
Prim Swat ry name day phpm a
?TTS' I (SIGNATURE)
Mrma/COSTOATT OOC/bh (Signalnry thou be authorized agent
or owner of subject development)
,66
1
A
f(
�P
rs
Y�
4 v
a A
• PItOJ ECT CLOSING a andlmentory +�. "rt
FINAL COST DATA AND INVENTORY-it ) r
11aorc Q7-21S8
yan•NYlir rA��• CITY PROJECT NUMBERS: MTt
WWP
SUBJECT: �—
SWP
TAU
Name of polect TEO. A-n
TO: City c:Rennin FROM: t///A7DAJA(�1J 57
PPlan ReWcw Section C
anning/Bulldinatis-bik Works
200 MITI AYrnue South DATE: v �'
Renton,WA 98055 (.
Per the request of the City of Renton,the following infomuUon is famished Concerning final costs for
".
improvements installed for the abo•re referenced project.
WATER 5YpN 1Cf10N COSIS' ,��tQD EMDCY
(pST II.S.�LU�aS bUT-
5itt type' D �0.VGN
2n th �t� D_S WATERMAIN $/y L_F1 LA.
LF.of TaV'1"1T�1• ,,ti
LF.of l o" f7•S•. WATERMAIN
LF.of WATERMAIN
AVATERMAIN
L.P.of — GATE VALVES V
EACH of _�._ ---- GATE VALVES
EACH of �Qs GATE VALVES
EACH of EACH of FIRE HYDRANT ASSEMBLIES t f�j ,?—
S f �yCN
' (Cost of fire hydrants must be listed xpantdY)
(Include Engineering and Sales Taz if applin TOTAL COSTFORwATER SYSTEM f 2
IN GE<ys'IEM'
SANITARY SEWER cYS M:
Length Slxc TyPe STORM USE
Length Size Trp SEWER MAIN L.F.of — Migm USE
L.F.of L.F.of
L.F.of SEWER MAIN _ , = STORM llgE
F.M __
SEWER MAIN L.F. INLET/oUnErr
__ STO
L RM
• DIMIETE0.MANHOLES EA of
EA oI EA of -- STOM(U? NB.WN .. _.
EA of DIAMETER MANHOLES _--- EA of -- SiOM(UTCNBASIN
(Including Engnaccringand Sal,Toa S (Intluding Enginccnng and Sales l: -
00 If applieabla) d appheable) a
C>TOTAL COST FO0.SAMTARY SEWER SYSTEM s TOTAL COST FOR STORM DRAINAGE SYSTEM S
ids
STREET IMPROVEMENTS' (including Curb.Cutlet.Sidewalk,Asphalt Pavcmrnl and S1rTct Lighting)
—
0 -
SIGNALIlATION. (including Eng.Design Costs,City Rem,Feet WA St Sales Tait)
STREET LIGHTING: (Including Eng.Design Cosu,Clry Pafmit Fces.WA St SAlcs Taz) y'
day phone ll
Print Signatory namc ^'•1'r 17�� (SIGNATURE)
gent
(ofmVCOSrDAn.DOC/bh (Stunner must beauthorized ent)
or owner of subject development)
F
•s eluofsa
WHEN RECORDED RENFN TO: Project File
Olnee aline CRY etch Str
Renton Munklpal Burtlina Gnntons)name
2W Mill Avenue south STREET INTERSEcno or
Renton,WA SMa55 NAME OF PROJECT: N
ZY
8
BILL OF SALE
KNOW ALL MEN BY THESE PRESENTS: That Roundup Co., a Washington CorporatiOBt
of
the part(y/les) of the first part,
'far elid i
for good and valuable consideration from the City of Renton, WashingRon
the part(y/ics) of the second pan,the receipt whereof is hereby a..knowledged,do(es)by
these presents grant,bargain,sell and deliver unto the said part(ylies) of the second pan,the
following described personal property now located at Hardie Ave. SW (365 Renton Ctr Way)
In the City of Renton ,County of King and State of Washington,to-wit:
8
See Attached Exhibit'A'
TO HAVE AND TO HOLD the same to the said part(y/ies)of the second part,(their/his/her)
heirs,executors,administrators and assigns forever. And said part(y/ics)of the first part,for s.
14 y (their/his/her)heirs,executors,administrators,covenant(s)and agrcc(s)to and with the said
part(y/ies)of the second part,([heir/his/her)executors,administrators and assigns,that said
part(y/ics)of the first part(is/are)the owner(s)of the said property,goods and chattels and C
O has(ve)good right and full authority to sell the same,and that it will warrant and
defend the sale hereby made unto the said pan(y/its)of the second part, (their/his/her) , "c
executors,administrators and ass.gns,against all and every person or persons,whomsoever,
N lawfully claiming or to claim the same,
IN WITNESS WHEREOF,The said part(y/ics)of the f t art has(ve)hereunto set(their/his/her)
hand and seal this 3f>t day of Jtx`(t14
�.pEbO.tJ --
STATE OF WASHING+e'F )
SS
COUNTY OFJ4N6 )
7n,.Mao..a'
1 certify that 1 know or have satisfactory evidence tt,u�s the person who
appeared before me and said person acknowledged [hat (he/ske) si ned this instrument ann
acknowledged it to be (htsAhea) free and voluntary act for the uses and purposes mentioned in
the instrument.
Dated: L- � _
4/ �/:�
—T Notary Public in and fo the State of
n O Pfb�
_s}.q OFFIC W4J.."
.
ELLEN►I SMIT
HONtRr lvat�c_oamy(Print) / ���--
COQUIssgNND.m
enonn+mosroaM ItANBM.a5COM E'PIRES turappointment expires:
�J
i 11
I�
dcr
WTR
WWP 2165
SWP 2165
TED 2165
EXHIBIT 'A'
Wetermain Improvements
352 lineal feet of 16' Ductile Iron watermain
1,556 lineal feet of 12' Ductile Iron watermain
940 lineal feet of 8' Ductile Iron watermain
2 each 8' gate valves
6 each 12' gate valves
2 each 16' BV
8 Standard Fire Hydrant Assemblies
Sanitary Sewer Improvements
1,306 lineal feet of 10' DIP sanitary sewer main
185 lineal feet of 8' DIP sanitary sewer main
94 6 each 48 inch manholes
Stormwater System Improvements
O
C420 lineal feet of 12' HOPE storm line
25 lineal feet of 8' HOPE storm line
pyj 2 each 48 inch Type II Catch Basins
6 each Type I Catch Basins
Street Improvements
3,20G square yards asphalt
2,072 lineal feet of curb and gutter
14,568 square feet sidewalk
12 each poles and luminaires
i