HomeMy WebLinkAboutWTR2702053 W-2053 Lu-x, Corp. Office/Warehouse Facility
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W-2053 WTR-27-70b3 WUNU"l7b7
LUX CORP OFFICEiWRHS FRCIIII IlY
1415 Maple Rue %W
10•' Waterline.
N'_.����.y— Permir Number P- 11011 _
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Cal Den law IVerlfie0 Y WE
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COST DATA AND INVENTORY �
SUBJECT: �.Uk WA7c+h^,T+ CITYPROJECTN TNtLIERS. W. W-ZJS�
WTI MA,N t.n 1'911J, S- nifb
NAME OF P1.0JECT ST- tj/
TO: CITY OFRENTON FROM: 14(5 144f'lF AVE <,W
UI7IIIIE,S DIVISION
200 MIIJ AVENUE SOUTH WA
RENTON,WA 98055
DATE'
Per your request,the following infnrmatiOn is furnished concerning coats for Improvemcnts Installed for
the above referenced project.
WATER SYSTEEM-
Length Size Type
4,,LV'Z LF.OF _ 10^ VIP WATERMAIN
L.F.OF f" ' Dtf WATILMAIN
L.F.OF WATERMAIN
LF.OF WATERMAIN
.3 EACH OF C.,/ GATE VALVES
I EACH OF r+" Gv GATE VALVES
EACH OF GATE VALVES
SUBTOTAL $ "�000
_ EACH OF 5'/4 _ vo FIRE HYDRANT ASSEMBLIES $
r
(COST OF FIRE HYDRANTS MUST BE LISTED SEPARATELY).
TOTAL COST FOR WATER SYSTEM _f p J
SANR'ARY SEWER SYSTEM:
Length Size Type
L.F. OF SEWER MAIL:
L.P.OF SEWER MAIN
L.F.OF SEWER MAIN
_ EACH OF DIAMETER MANHOLES
TOTAL COST FOR SANITARY SEWER SYSTEM S ti/p
STORM DRAINAGE SYSTEM:
Length Size Type
LF.OF STORM LINE
LF.OF STORM LINE
L.F.OF STORM LINE
j EA.OF STORM INLET
EA.OF STORM CATCHBASIN -
EA.OF _ STORM CATCHBASIN
TOTAL COST FOR STORM DRAINAGE SYSTEM $ u/A
STREET IMPROVEMENTS; (Including Curb,Gutter,Sidewalk,Asphalt Pavement and Street Lighting)
TOTAL COST FOR STREET LMPRGVEMENTS $ MA
YpVIF e-NtH
(SIGNATURE)
(SIGNATORY MUST BE AUTHORIZED AGENT OR
OWNER OF SURJECT DEVELOPMENT)
WHEN RECORDED RIMIRN TO. --
O!Ecc of ILc qry Ck11:
Rcmm�MunK{ryl 0u1Wh,R Utilities Protect Wk a
2Ra MRI AS nue South EASEMENT Artel tic Accountw_
' Renton,WA 9RO55 Gnn{mp)Nq
R13Q
THIS INSTRUMENT,made this�Z day of _l9_ 2 _ F:
by and between 440b SN/fl and
8r�.rw".11�t lin�r[U N�ql
and
and
and
hereinafter called"Grantor(s),"and the CITY OF RENCON,a Municipal Corporation of King County,
Washington,het einafter called"Grantee."
That said Grantor(s),for and in consideration of the sum of$ �'L)D
paid by Grantee,and other valuable.consideration,receipt of which is hereby scknowledged,do by g
these presents,grant,bargain,sell,con-ey,and warrants unto the said Grantee,its successors and
assigns,an casement for public utilities(including water and sewer)with necessary appurtenances over,
under,through,across and upon the following dr cribed property(the right-of-way)in King County,
Washington,more particularly described as follows:
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ION` Fslll a� 5w.1.er
L'iratfr Ne 1,0129oSob
lllllilla fixmenl �aym laYN
Rica 1 a 2
,�... �9.t-,39 IM14a san2E
OmM'111i V anNR"1 I(W q I M
4o�oy/ib 5,74 X49,/4
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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
fines,together with the right of ingress and egress thereto without prior institution of any suit or
proceedings of law and without incurring any legal obdgation or liability therefore. Following the initial
construction of its facilities,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:
1. The Grantee shall,upon completion of any work within the property covered by the easement, ha
restore the surface of the easement,and any private improvements disturbed or destroyed during
{ execution of the work,as nearly as practicable to the condition they were in unmediatety before
commencement of the work or entry by the Grantee.
!
i 2. Grantor shall retain the tight to use the surface of the easement as long as such use does not
1
' ! 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 t
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. No digging,tunneling,or other form of construction activities shall be done on the property
which would disturb the compaction or unearth Grantee's facilities on the rightof--way,or endanger the
lateral support facilities.
c. No blasting shall be done within fifteen(15)feet of the rightof-way.
This casement shall run with the land described herein,and shall be binding upon the parties,their heirs,
� successors in interest and assigns. Grantors covenant that they are the lawful owners of the above
p properties and that they have a good and lawful right to execute this agreement.
aanatllres of Grantors:
and
and
and
and
INDMDUI FORM OFAUSNOFILUUMILn '
STATE OF WASHINGTON )
SS
COUNTY OF KING )
1 certify that I know or have satisfactory evidence that ,l�R�J< ^� J\,� F V A 4 .L-A.A-.
signed this instrument and acknowledged it to belt he theU free and voluntary act for the uses and
purposes mentioned in the instrument.
Dated rl
�`�CI_hta L
N tary P bhc in and for the tare
�PNE.MANpf� of Wa$1 ngion resiaing at�, QR
ftt �..'-Sy oN e.. My appointment expires; I 1-IQ-93
,,Q111 �v NO TAq`Avm,': l)tllllke Furmrnl '
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LEGAL DESCRIPTION FOR
LUX CORPORATION
WATER SYSTEM EASEMENT
THAT PORTION OF BLACK 22 OF C. D. HILLMAN'S EARLINGTON GARDENS
ADDITION TO THE CITY OF SEATTLE, DIVISION NO. 1 ACCORDING TO THE
PLAT THEREOF RECORDED IN VOLUME 17 OF PLATS AT PAGE 74, IN KING
COUNTY WASHINGTON, DESCRIBED AS FOLLOWS:
BEGINNING AT THE INTERSECTION OF THE EAST MARGIN OF LIND AVENUE
S.W. AND THE SOUTH LINE OF LOT 25 IN SAID BLOCK 22; THENCE ALONG
SAID EAST MARGIN NORTH 01-31'33" EAST, 107.73 FEET; THENCE SOUTH
88'28'27" EAST, 15.00 FEET; THENCE NORTH 01'31'33" EAST, 83.51
FEET: THENCE NORTH 88'28127" .IEST, 5.00 FEET; THENCE NORTH
01'31'33" EAST, 15.00 FEET; THENCE SOUTH 88'28127" EAST, 5.00
FEET; THENCE NORTH 01'31133" EAST, 14.00 FEET; THENCE SOUTH
88'26'37" EAST, 136.10 FEET; THENCE NORTH 01'33123" EAST, 19.21
FEET; THENCE NORTH 89'45116" EAST, 44.00 FEET TO THE EAST LINE OF
THE WEST 60.00 FEET OF LOT 39 IN SAID BLOCK 22; THENCE ALONG SAID
EAST LINE SOUTH 01.32136" WEST, 15.00 FEET TO THE NORTH LINE OF
01 THE SOUTH 2O.00 FEET OF LOT 39 OF SAID BLOCK 22; THENCE ALONG
co SAID NORTH LINE NORTH 89*45116" EAST, 11.01 FEET; THENCE SOUTH _
CD 00-14'44" EAST, 7.50 FEET; THENCE NORTH 89'45'16" EAST, 123.26
N FEET TO THE WEST MARGIN OF MAPLE AVENUE; THENCE ALONG SAID WEST
0p MARGIN SOUTH 01'33'23" WEST, 15.01 FEET; THENCE SOUTH 89*45116" ,
O WEST, 153.00 FEET; THENCE SOUTH 01'33123" WEST, 27.50 FEET;
THENCE NORTH 88*26-37" WEST, 40.48 FEET; THENCE N^RTH 01'33123"
EAST, 30.00 FEET; THENCE NORTH 88'26137" WEST, 106.11 FEET;
THENCE SOUTH 01'31'33" WEST, 112.50 FEET; THENCE NORTH 88*28127"
WEST, 15.00 FEET; THENCE SOUTH 01'31133" WEST, 92.27 FEET TO THE
AFOREMENTIONFD SOUTH LINE OF LOT 25; THENCE A'ANG SAID SOUTH LINE
SOUTH 89'44'54" WEST, 15.01 FEET TO THE POINT OF BEGINNING.
CONTAINING 10,307 SQUARE FEET, MORE OR LESS.
SITUATE IN RENTON, KING COUNTY, WASHINGTON.
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SEC. 19, T 23 N, R 5 E, WM
HIGHWAY 405
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Q GARDENS--- =_ i
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EASEMENT �OUNDARY
ADD'N ^"
vR�0 w) SITE 60 NDARY
fro$ 15.61 W 59v4'54' E 329.52'
Q�
(] 29 j
st -- d
N li $
W e9'*4'54' E 449.53'
v' 16th STREET
RENTO.N. WASHINGTON
0 50 100 150
WATER SYSTEM `° d
En9inee.in9a-3q
EASEMENT EXHIBIT Civil �diadr
FOR w" . 5t. Pbnning
LUX CORPORATION la a9cR9a NCKMdu.
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WATERLINE EASEMENT
LIND AVE
N 013 O1'33' E 253.28' CE4!7Y w
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EXISTING d �� N �Q
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BUILDING c
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C[NTFRUNE 15' WATERS
1 (d LINE EAUMENT " -
b 7.50' TO EACH SIUE Z
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SCALE 1" 50'
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j ORDER FOR WATER SERVICE INSTALLATION NO 3042
woMG No. 46Aette 65-31t M.wClwp "OQo4.IN'
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oya . CITY OF RENTON WATER UTILITY.20t)MILL AVENUE SOUTM,NENTON,WA Ytost PHONE MMI
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ORDER FOR WAtER SERVICE INSTALLATION NO, 3043
wON oY6W NO. 0 95 AOa._ 65 319 M.M cNWo• $
salary sAN Hu._ L.SWA Swc.CWNI
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ORDER FOR WATEFf SERVICE INSTALLATION No. 3041
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or prr�w CITY OF RENTON WATER UTILITY,M MILL AVENUE SOUTH,RENTON,WA 96M PHONE. 93&9Nl N
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PUBLIC WORKS DEPARTMENT
DESIGN/UIIIITY LNGINEER.NG & 235-2631 'L �
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MUNICIPAL BUILDING 200 MILL AVE.$0. RENTON.WASH.Spot& •�" P�
U�K,,kLf
BACKFLOW DEVICE TEST REPORT
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CHECK VALVE NO.1 C1IECA VALVE NO.E DIFFERENTIAL PfAEEURE AflIEf VALVE
WITIAL /.BMW ................ ..... ❑ 1 LaAM .... ............... ❑ 1. opened IN fu
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1....[r.rcoo.n. .... ._..,. ❑ OMra,SaeM... .._ ❑ Urpv _........... ❑
Ot`."ownbe.............. ❑
FINAL TEST ❑ ❑
r.0.1.E Pru.W
Mrarb
INf ASOVI Ntpolly is COIIIIwo lost laut
Ars � 1 +zq�rrr l-J
® PL Ylie Works Depattmeln
DESIGN/UTILITY ENGINEERING """"'•'
200 MITI A.enue South
Renton, Washington 9E095
3 -
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PUBLIC WORKS DEPARTMENT
♦ DESIGN/UTILITY ENGINEERING 0 235.2631
IMUNICIPAL BUILDING l00 MILL AVB.BG. AANTUN,WASH.18016
i "na a„r✓''.
BACKFLOW DEVICE TEST REPORT
Aaa•MI Mr. w nAla• co.iiN r
6.1
wW YZ{111M1\u—
I.nx Ru 11111ny Fi������
iiwrimrtii 1415 Maple Ave. S.N.
iiciTq`is gi.clOFFY
Ulaido vault E�nQin�Bi"nng Dew_
IIDC ►'I.hen RO pr 6PU1
iMi'i13�iii iiNsiii .i'ull inn icw"iiiwii c`ra'E+r.l
l
CIMCIt VAL"N&I CH9CN VALVII NO.1 BNrlA1NTML►MOKWA OKM►VA%" ,
NMIIAL 1.Looked ...................... ❑ 1.LdwN...................... ❑ I.rNaIN N M.
1 Iltn 'edund"•lopes
1 066.4 .................. 0 1 Cb„e IIeM.................. 19 1 Did MI 60M................. ❑
Cadood...............:........ ❑ CN.nrd ❑ claanad........................ ❑
n.►INed aadl,p0 n.a.0.d.
III,. ... ................... ❑ IA,•........................ ❑ M.c.uM'.r ................. ❑
o"N.. ..................... ❑ A•.Me...................... ❑ bl,e.lewd.................. ❑
Ao,mde ......................
► ►N lal•ANI ............•.... ❑ ►M rNaNN ...........••.... ❑ Olwlvaeft Nqa
INroaaN................... ❑ W.'ss I'..I................ ❑ two, ❑
MN........................ ❑ , .
l t".l.hr.em.................. ❑ IA.oM•9M.....I............ ❑ p•e1NlBw law
una...1«Ptl11............... ❑ bN.r,dOnla.............. ❑ -T.................... ❑
"weed IINN............... ❑
oMN,ddwM.............. ❑
I'MAL Cla,ad Held...............o... ❑ pelf Lf 0p•nadal _—_M.
Tall Nl BMII................... NN.w b•uW
A.'al
III A�orN nirollt is CeNnnlo IQ rN iaue
Orin Staucr/Roynl Waldeck OU110110
HGSir
Public Wnrls Uepuromnl Phonal 706-265-RG011
DESIGN/UTILITY LiNUINEERINU rai ttiT
200 Mill Arenul South
Renton. Washinllon 91033 n7iiiilTidiMT---
IWAI 1-14-93
i
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17. PUBLIC WORKS DEPARTMEN
DESIGN/UTILITY ENGINEER"
,
!3 0 27*
011�.w....� MUNICIPAL BUILDING e PMLL AVt.tO. atNlON. Vf/•
BACKFLOW DEVICE TEST REPORT F ED 18 03
i
1Nt.w1 Nw. eiil:er iiil.a cuwlN
DOPIL
Lux bulldlny
u — � 1415 Maple Ave. B.N.
iec:iaxP-iaisi
inside Vault
6Gd1 _
I douhl„ cheek Fnhr•n 01 y 174" pt'977M1
u7ii'iiiifii{T:A BTT111�-- AN.NM�?:C„P.'IisIICWS'Y4
Lot
CNRx YA.Ye NO.1 CHICK VALVII Na,t DNetMNll►L PAostUllt Atlllf VAIVt
Iki 1.tookWt,Gh", ❑ 1. oDoretN al►
lost ,.dPwet/IttaMt
t. [Inue wqN .......... ..... Clmee wpm
................ CN««........• .. .
n.M...it n.a.o•d n.pNcea
Iw.c_...................... LI row............ O ox.,IBM................. ❑
„
I . w s. .. ......... ...... O .................. O
lo ❑ eNk s......,...............PM PMUNMe. ............. ,
0 O
UeeNt%Wp
A IWry.aF................... ❑ Illnq.poll ❑
...... .•......... upw
t Iw.Pnr.ge.................. U QaP1.0.................... [huh,ogmlM«
............
❑
Ue....e.wlM.............. U N DII.M. .<IM......... Upro,..... ❑ UnnN............,...... ❑
1 n..r................... ❑
Fn.o..I l,. ............... O
pins,enm«.............. O
FMAL i lost CI..«etN.................... O Cet« P.n.dot— Ie..
IyN.................... u o'"wedawtae
, .... n.N.a.
ww
ew
>».w.T.vscro— low As IItPUAt a CtAlI Ito Too rlwi
8i n
Orin Stnye[ / RUy„1 W„Idonk Rdtalto
M aillajj
Public Wort Otpell"t„I phone: 206-265-8600
DESION/UTILITY ENOINEERINO I--tiR1TG1
200 Mill Avenue South
Renion. Washington 98055 n7ii1VIF1Bai llrr"-
1050 1-14-93
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i. . PUBLIC WORKS DEPARTMENT
DESIGN/UTILITY ENGINEERING 0 235.2631
MUNICIPAL BUILDING EDO MILL AVE.EO. RENTON.WASH.9905E
FIACKFLOW DEVICE TEST REPORT
r.' "x Bosc Dsa�a FE8181993
Y".Q.Op.•t
Kf/r 1-.ertf Aur sew RENTON
NOUN Of 0406 J4, UAuc,
En¢�In6 0"SL.
a.Ct Wni111Yw oo M M.• Y.la
ppc vrl Fr 0c0 yor t- I/r AC 9a76
ti':rylRry ttlN rNNUN OMr• ipM WlN
�OZ us
CHECK VALVE NO.I CHECK VALVE No.a DIFFEP."••:1•••yUll!RlINP VALVE
MIl4l 1.LaMU.... ................. ❑ I.LHh.d ......... ....... ... ❑ 1.Do.".d N R.
IEEI r.aaW mNwra
!.CbIN ................ . ® !. Cm..d................... .® a.DIdmlaaaa................. ❑
CN•h.d........................ ❑ Cloah.d........................ ❑ Clo.h.d........................ ❑
nep.cad 1mpftcM.
SP�IO....................... ❑ EpVla...................... ❑ DHc.M.,................... ❑
RDuM. ...................... ❑ Dlaa............ .......... ❑ among...................... ❑
E PMI.INRw................. ❑ Plo @lowN................. ❑ DNphr.gm,Nlgt
AH"OR................... ❑ Naga pA................... ❑ UPPw................... ❑
Ram........................ ❑ Baal........................ ❑ Lo.a................... ❑
a DIMMMR.................. ❑ C"Pluagm............ ❑ Dlaahe"R away
Di1N.domeme.............. ❑ Dow,downim........ ❑ Iry. ................... ❑
law.................... n
Spot w... ............... ❑
7 olh.r.d.ttlaw.............. ❑
i
FINAL --
TEST cw..dggnl.... ❑ ONwyN.................... O Oah.d0 wa.
Induc.d w..Na.
.wwh.
THE AEOVE REPORT H CERINnO 10 as Inu!
IIM MIMIIO I.tl.Ow • �—
ar.weo.i
Public Works Department
•7ESIGN/UTILITY ENGINEERING -
100 Mill Avenue South
Renton, Washington 98055 '""'••'"""" an
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A T
I PUBLIC WORKS DEPARTMENT
DESIGN/UTILITY ENGINEERING • 235-2631
1st MI"IAI MUNICIPAL BUILDINO AO MILL AVE.SO. RENIO R S�
M(�4C
BACKFLOW DEVICE TEST fiEP011T D J..:IS " V '
<F
8 1993
Gu x pus& OS•ub CITY OF RE NTDN
ra6ineenrt)gpt.--
_ IgI S" M4040 eye S4✓ �4
16i1O1p pxCt
/TN di LT4 D& (X.J V'W4T)
wKi nILT—. —e�1 rrlr
D OG U11 Fe 6e:0 TOG g '" T190 1
•I IM mosuol.4 so,If p t\ILos
TIIIAI OIp ADIby1MI Gap V4N
7�
CHECK VALW NO.1 CHICK VALW E.L.t DIFFERENTOL PRESSURE RELIEF VALVE
INITIAL I LONN ...................... 1,Lwow...................... rl 1.Op•nw N_—W. ,.
lost '• Cw p.l.w.
.. .............. ❑ N
GNarlw......................... G tN.ned................... ... CNtn.d........................ ❑
0•PmuA MDbcld ReDbeta
w.D ..................... CI o„t
....I........ ❑ 9n,my ........ I I 0mI..,........._.
A i Owd• ...__............... El Gmd• LI
is..........
m .. ........
A IN-06 p.... ............... ❑ is-pot P.- n UPON . ..........._.._..._.... ❑❑
AIRol..... .................. ❑ Boo, . .......... U Lew« ❑
t w.DMpm.—. .., .. ❑ vwmtVm ..... I I Gltrn'.Bw.0.0
le.« ................... ❑
m.. .............. n
Oln«,d..C'Wt ............. ❑
FINAL GDon d a' Rf
lost Cb.N Also.................... ❑ Cbtw uthl.................... ❑ ndVew wntw•
1 —_
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THE ABOVE AE.ORT It CEAIIFIED t0 EE TRUt
M 111,M MIg11D 4.110111
Public Wurts Department
DESIGNMIFILITY ENGINEERING """°!'•
200 Alill Avenue South
Renton, Washington 9E055 "`—
wS0 !1 I/Iy193
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CONSTRUCTION FIELD SERVICES
TEMPORARY/FINAL OCCUPANCY INSPECTION REPORT 0 8o[I
DATE: April 23, 1993 J
TO: ❑TYL•ITY SYSTEMS
[ ] STORM - RON STRAKA
q[r'+jRWATER'�- ABDOUL GAFTERSEN..--„� flflfl'IIISISISIrrrU,111(((iiLJ111111 gII IIIII''111VVV)111I,111'
[ ] WATER - ABDOlIL GAFOUR
( ) PLAN REVIEW - NEIL WATTS
[ CONSTRUCTION SVCS - PINKHAM/KOKKO APR 2:3 1993
[ ) TgANRPORTATION SVCS - CLINT MORGAN
L ) 1MDJgAEEL2ONING - BOB ARTHUR CITY OF RENTON
I )BUILDING FINAL -
[ ) FIRE PREVENTION -COREY THOMAS/KEVIN CASEY Engineering Dept.
FROM: CONSTRUCTION FIELD SERVICES- JIM CHANDLER - Buildinq Official (6180)
PROJECT NAME: Lux Warehouse PERMIT NO. :B-17838
-' ADDRESS: 1415 Maple Ave S.W.
The subject project is nearing completion. Please investigate your area of
responsibility and indicate below either your acceptance or non-acceptance.
Please return this form by Ends' 3b. Ill&—irf order that a hirliiiImit
Certificate of Occupancy may be issued. If no comments are received by the
above date, the temporary/) c'ertificate will be i. ied. Comments
to be clear and specific enough to be readily understood by the
_ owner/agent. Comments should include the appropriate cost to install or
provide whatever is needed.
TO: BUILDING OFFICIAL DATE ���,,,, •I�w., �+
FROM:� i
This project is appro-cd by this department subject to the following
corrections: (Note: see copy of 90 day requirements attached)
NON-LIFE SAFETY ITEMS LIFE SAFETY ITEMS
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IF MORE SPACE IS NEEDED, USE THE BACK-OPTHIS-FORM DO YOU HAVE ANY y
OBJECTION TO ISSUANCE OF A TEMPORJQ2Y/^S.'U[AN.ENT C IFICATE OF OCCUPANCY?
(IF YOU HAVE LISTED ANY LIFE SAFETY ITEMS, MARK " ES".)
[ ) YES 1
71�j NO
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ALMIORUATION OF SPECIAL BILLING
DATE; 7/2/1
PROJECT NAME-
PROJECT /�/Y—
NUMBER
2 053
WORK ORDER NO.:
It is the intent of this letter to authorize the City of Renton to bill the undersigned for all usts
incurred relative to the abov.-referenced project,by the City of Renton for the following work
- c
is is a nt oN qp l wol �G^i
dlle{ waft ats wta �. l
l K uJ rl{-l� G��I'�
y '9�ull� tA,t.As�- be c��(i'ved Aid
�l IS Q 4lT DN� �b r BILLING TO BE SENT TO.
prior }owe wvr� �/ l^Zvtd r;klH 0.a nt
.�ikLl CD kI']�L Nam'° �,r�,1��,t�,�1 �
YOU WILL BE BILLED TIME AND MATERIAL Address w•-1 n�W r"
u. y
jREPAIR DAMFOR ANY ORK AGES NE DY CITY STAFF TO City._ , A_
Attn A
IIi Phone No_ 7lYn.(peZ-
1
V
Owner/Developer, Contrktor or
Authorized .,gent _
..n..
0 map
1
arl i City of RentonpjwuW gBuilding/PubUc Works Receipt ,�, , 1352
Wp I Work Order IS*72 K 7 R RecctvedofIDAVi11 SJ404 Date e_J1(.Y 1942, rfrnr�F♦�r
86110
) I 1
1 (WNmn q
! 00o I 000/522.40.00.00 %,(oaw.i gA.r �n o (C^
iI Com(ructlon (4050 401/543 90.00.03 Storm inner In.pMlon
too I 000/343.20.00.00 R1F,mraamrr Impectlnn S`7. g G Apptoc.l Fee (4033) No�1
1 Feu (ban tlbOOD/Sft 10.00.40 spteul Utwy eYc ..rtl.
I Conncdton Fee
40 ( 401/3a.Ia00.15 S.nl(.r±sewer C404Q BO,DO worm W.tm (406% O .
s 401M3.90.00.03 sewer lmpe wit 401gxx.10.00.x0 storm Wacr PemOu (/061)
Apploul 1— (4041) [•y.if f _
421/380.10.00.30 spe U(Wry 4x1/341.50Aax9, PW Lliwtyam) (405S)
Conneeclon Fee.Sewer (4040) .So 5 63
421/WID.00.31 ape W Ar ,,M 317g11.50.00.29 PI.Tr.n.p(T.u) (4036) p
I DW:1n.sewer (4045)
0 000/03.519.90A2.01 Pmuye (7055) 0
1 401/50.10.00.U. Muc,miter ln.Wlulon r J.QO p
1 Pee. (4oS9) � 000l341.50.00.00 M.p./BIuePNnu(T.x) (7D11) V
i I 4x1A. 10.00.30 Specl.lA ,,Cnt O
DwOm.m.tu (4046) 000/5/1.6000.14 PumOc.11on.Um (7009) n�.
l 42IA9R.10.00.10 SpecW UtWtY rV�
1 Connemlon fet.m.er (4os6) 010-.24 000/341.60.00.x4 Pmdo Cople. (7009) 0
l 4OI/345.90A0.01 W.I.nmpenlnn 74}7.4L d
Appror.l Fee (4037) OODp31.70.00.00 Tu (999R)
4ol/500.00.390.15 miter Ml.c Rnue (40M �0
l 69. erc _
604/137A0.00.00 SptcW DtPa l P I.
Iareca wCa.h 8on6 (7050 G 81,u 8 To (Column A
" 0 T' (C.Nmn 1)
rmw(cnwmnleA zS Sot-l4. -
i
I Recehed by��,.,, CA.O flteek � mNteLLuomer Ytllow.FN.ntt PInY.RounC rolw.gxuwn
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City of Renton, Utility Dept,
PRESSURE TEST FORM
Lister Project R717, 5�
Name of Project
This test was taken by �AN �OnrO���✓ on / "- /—yZ
At a pressure of a 3 n PSI, for
wC7 minutes.
{ The test "Failed" on t
I
i "Passed" on /Z -1,9�-
s —
�II Comments:
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STATE OF WASNINOTON
DEPARTMENT OF NEALTN
WATER BACTERIOLOGICAL ANALYSIS
yyPLE COUECTION&AD wSi RUC110NS ON BAf)(OF GOLDENROD COPY
9N1W111mNmIW M M ASWNoN BONA i 1110901"
DATE "A EgwfY1W1
YyM flm RM
/Z o 9ZRAM OmcL1~
aNW ' aWM ,C/,✓li" _
TYPE OF EYSTMI fPlld.IC SYSIBA.COIRETE
�❑ LD.ND. Q VS
tmwWmPl BOIWUNiI ,
NWE OF SYSTEM
/EC7fIC�L0IW'�1DISilIS YU1E I
m EsvMWSIL:Aft"
80UNCE TYPEr� OnpIOYMTE111M61>1111FADETI/U1fliCf
❑AnFAT:E LT�Y�L%'asn ❑ram ❑ . pm�wwlw I �
�i1�¢O�.R��'�if4 i11C� /YQQ6�lO �
ZCo HL.LA— 11L/� su
nNW mw
TYPEOFSMP.E,m.aiom,an.a Wmalloml
) YWw4 R ❑ Ar—^y
� 1 t
w..Rm Qw iBOWBOW MSS
or
11) 1992
Tiw�mwwunCFVN,E11 SaABOW TWSWEMAmI
C0ap-OUDigNmREPA1RS f���l.l m1eRnF.rn �e'neeriI, m
i
W,2O53 W.0 ay7W�r,�:,_ .L11 MIIRC4ON di
i srosEOWEnolMson�alsruEEs __
❑1.04ATIBFA17rORF.I;oENNFPAIN
REPEAT ❑ESMAPUS
DmP..N ❑E.cFW.AFNW
I, 1 ❑FTOIPNmm nFd W1WW
on_lawc �guLn
Tl i ---
iWM000fgIM moo" EOOU—IIODN
FSDALCDLIDIW EM"m PLATE COU W_Ad
a1DncNSAMTu
EANPIE FgrrESrEO bE(:WSE: TEST UNFATME 1E04 ..
[]SNnxWmm ❑OmN+W SFNU
❑Txwo oonrar ❑tNTC
❑AmmpMY Amn ❑T m
❑____.._ ❑ENMCIWIN
9EL RVFn9E SOk a CIEEN DDPF FlOS EraTwwvla nvRTE
wTlapamm BOTcrAEAwFmD AETW!nWWw
APT, 1BODBOTaa.
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WATER SUPPLIER COPY
Y,
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NOTICE OF NEW FIRE HYDRANT IN-SERVICE
NAME OF DEVELOPMENT LUX u/AP� f�0!/SL�
ADDRESS /Y/5 PI-16 :-
INSTALLATION CONTRACTOR .� �5 LYLA✓�f1O�
ftkiei-pRodeCr No. e7 25-7
Redec
NLMIBER OF HYDRANTS Z
HYDRANT LOCATIONS (FOR FIRE DEPT. USE ONLY)
HYDRANT NO.
I. 1/4 PJ
z. A� f47
4.
5.
6.
1
INSPECTOR,QMW_wgft
4
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i
CITY OF RENTON
PRECONSTRUCTION MEETING NOTES
LUX CORPORATION WAREHOUSE
DATE OF CONFERENCE: July 29. 1992
NAME OF PROJECT: Lux Warehouse
LOCATION: 1415 Maple Avenue
COMPANY NAME: The Lux Corporation
Contact: Ralph Bradshaw, 682-2690
INSPECTOR: Dan Thompson, 999.1828
DISTRIBUTION: To Attendees
PROJECT: 38.000 Square Foot Office/Warehouse Facility
ATTENDEES.
NAME ADDRESS PHONE
David Shah Owner 232-4111
Ralph Bradshaw Alfred Croonquist Architects 682-2690
3409 One Union Square
Seattle, WA 98101
Dennis Clark Poe Construction 576.4283
Jim King 3207 'C' Street NE
Auburn, WA 98002
Ted Scott Scotty's General Construction 631-3477
20405 SE 344th
Auburn, WA 98002
i Paul Peterson Puget Power 277-4946
620 So. Grady Way
Renton, W 98056
�I Daniel Carey City of Renton, Proj. Coord. 277-6193
I Dan Thompson City of Renton, Const. Insp. 235-2596, 999.1828(mobile)
James Gray City of Renton, Fire Insp. 235.2642
ONYgr City of Renton, Water Utility 277-6210
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! Lux Warehouse Precon Minutes
B/5/92
Page 2
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GENERA
oatractors are advised to only use sets of drawings stamp A and signed by the City of
Rentor ^onstructing utility and transportation improvements
2. Contractor is responsible for i ih drawings. As-built survey records are very important.
All bends on waterlines should be shot, and horizontal and vertical control established.
Backfill should not be placed until the waterline is surveyed. The sewer line can be
surveyed after backflll because manholes provide access to the lines. As-built drawings
must have a P.E. or L.P.S. stamp.
1t Final occupancy will not be granted until receipt and approval by City of utility and
- I! transportation improvement as-built drawings.
t 3. Contractor must call for City inspection before 3:00 P.m.on previous day.
i
NOT DISC, AT PRECON:
4. Removal N the existing building will require the following:
a) Demolition Permit-obtain from 3rd floor.
i
hl Sewer Tap Permit-obtain from 4th floor.
C) Existing water m,car removal-contact t at floor.
5. After the precon meeting Rodger Scott of Scotty's Construction requested a vertical CMP
riser with a concrete top slab be substituted for the manholes in the middle of the detention
tank. This change is approved with the following conditions:
a) The project engineer shall verify that the design is suitable for the Proposed traffic
loading at the site.
bl The CMP section with the riser shall be shop manufactured, not field fitted.
I
j cl The riser detail drawing shall be added to the stormwater plans as part of the as-
I
bullts.
CnNTRACTORS: Poe Construction is the general contractor and will be responsible for all street
impruvements and utilities (water, sewer, stormwaterl.
FRANCHISE t1Tl ITI cL Puget Power was represented by Paul Peterson. Ralph Bradshaw had
contacted the other private utilities but they did not send representatives to the meeting.
1. The City requests that one blueline drawing showing the location of all franchise utilities in
redlines be submitted to the project coordinator, Daniel Carey, for review and approval prior
to installation of the franchise utilities. The blueline drawing should be submitted at lust
two weeks prior to installation for City review. The City will respond with a short memo to
approve the locations of identify any potential problems or conflicts.
I 2. The owners representative. Ralph Bradshaw, will contact the remaining private utilities. have
them place their proposed location on one drawing, and submitting that drawing to the City.
j
4,
e
s
•.., q{S casx,., .
a
Lux Warehouse P,econ Minutes
815/92
Pape 3
3. The franchise utilities require copies of the approved construction drawings before they 1
draw up their plans. The owner will provide copies of the approved drawings to the
franchise utilities.
4. The City requested that all franchise utilities be located a minimum of 5' to 10' away from
City utilities.
5. Each franchise utility must apply for a separate permit(prior to construction)for
construction in existing or future City right-of-way IROW1.
FIRE PREVENTION:
1. Contractur must call 911 a minimum of 24 hours in advance to schedule work in City right-
of-way, or for street closures.
2. Contractors must maintain emergency access to✓W structures at all times. Emergency
access must be a minimum 20' wide. Trenches may be temporarily plated to provide
r emergency access as long as adequate traffic control is provided on the site.
3. All existing fire hydrants must remain in service. All new hydrants should be wrapped with
burlap until accepted by the City. Inspectors will notify,Fire Prevention when the hydrants
are reedy for use.
j 4. Permits will be required for any on-site fuel storage tanks. The contractor stated that no on.
site fuel storage tanks are planned.
5. All closures of existing City water valves must be coordinated with the City of Renton
construction inspector in advance.
6. The sprinkler system from the vault into the building will have to be installed by a contractor with a state sprinkler certification.
7. The fire line into the building will have to be pressure tested.
WATER,
1. Scotty's General Construction (631.34771 is the utility contractor.
2. Construction staking is required for all water mains, Staking shall be marked so as to be
understandable to the inspector.
.. 3 Inspection requests are required 24-hours in advance. Inspection number is 277-5570. All
_ work must be inspected by City prior tc backfill.
r r 4. If the contractor wishes to use City water'or construction purposes, he must check out a
City fire hydrant meter and backflow preventor device. The meter and double check valve
may be obtained from the City by contacting the 41h floor Customer Service counter and
posting the required deposit.
* v
Lux Warehouse Precon Minutes
815192
Pape 4
x'..: 5, The City went through the required procedure for testing.Bushing, and chlorinating the
water lines prior to connection to the City mains. Items discussed include'.
al Vertical crosses required at ends of water lines-these serve as pig launches And .
sediment traps.
bf Water lines must be pigged out using POIVP'g.
ested of 150 psi
us static head,
cl works out
Water lines
200-220 Ps for must be pressure ta Iwo-hour period. To be witnessed byhCity inspector.
Pressure loss to be less than 5 psi. Test entire waterline befog service installation
Icorp. stops can't withstand file pressure teats.
dry
ne is allowed, Applicant
ump
If end orhfsins chlorine from thssCity.lines must be clorinatd, No
City crew rassists with chlorination.
aPchlorination.
e) Water purity tests are required. City lab picks up purity samples on Wednesdays.
Applicant will need to use courier service to submit samples on other days. Purity
tests are taken by the inspector at blow-offs and hydrants.
8. Hydrant runs cannot be polyplgged. They must be flushed.
7. Water line flushing water should be drained into sanitary,sewer only.
8. Once the City is satisfied with water purity tests, the ins ctor will coordinate City crew
assistance in installing waterline connection. Connection of new systems to City
wafermains may only be made by the City.
a) Contractor performs excavations, installs new line about 10' short of
existing City main. and supplies connection materiels.
b) City crew snakes the connection. Allow at least two working days fo
schedule connection.
nd
ue
Avenue
can only
8 made by contractorsexisting
approved by the City'(Pacific n d WaterWorkssor Spear SyT be
The wet lops to water mains on Ted Scott
indicated that SPear will do the wet top.
delivered to the
b(no on-sits
10 Trustmixes) locks
not pour tthmat block concrete ova bolts,be
Call for inspectionowhen pouring
thrust blocks.
11, In the event of utility conflicts, route watermain beneath conflicting utility line using vertices
bends and thrust blocks.
The vertical bends and clearances shown on the plan for Maple Avenue and Lind Avenue
may need to be field adjusted based on the elevation and location of the existing lines
encountereo.
Review any minor changes with the City inspector and povide accurate as-t its as to bond
types, hrusts clocks. and actual locations and elevations.
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Lux Warehouse Precon Minutes
815192
Pape 5
12, Water r,ams shall be provided with a minimum of 42-inches of cover.
13. Maximum pipe joint deflection permitted is 9' per joint or one-half the manufacturer's
recommendation, whichever is less.
14. Crushed rock backfill to Grade is required in City right-of-way. Recycled concrete may be I
used in lieu of crushed rock backfill. Pit run type material may be considered for use in rI1
backfill by the construction inspector.
15. Backflow tests will be required for the lines in the fire vault and the irrigation meter. The
fire line into the building will need to be pressure tested.
16. Install salter and tail pieces after other utilities and curbs are installed Ito prevent damage to
tail pieces).
17. All changes and deviations from the approved plans must be shown on as-builts.
18, Major changes shall be submitted to the City engineers from the applicant's project engineer
for review and approval prior to construction.
Is. The contractor's surveyor must shoot all major waterline fittings, including bends.
20, The City requests submiCal of as-built drawings(even in rMline forml to the City inspector
prior to final grading and paving. This will allow the City inspector to verify any changes
with his notes. Any differences between the City inspector's notes and the es•builta will
have to be resolved before approval of constructed utilities. If significant differences exist
the utilities will have to be excavated and resurveyed,
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21. Applicant must sign authorisation of special billing and water Evvice application forma.
Applicant must also sign a stub service form.
22. The water system must be fully operational prior to plat approval.
STORMWATER�
1. Applicant must use approved temporary ernsion control plans(installed first thing at site).
2. Maintain erosion control system in operation until it is replaced by the proposed stormwater
control system, or until construction req'Liras its relocation or downsizing.
3. All stormwater lines must be flushed and lamped prior to approval.
4. Final adjustments to grade must be made on inlets and catch basins prior to paving.
5. Backfilling requirements are the same as for water main&. 95%compaction under pavement
and crushed rock to grade in City right-of-way. Backfili is tested in lifts for compaction.
High quality pit-run type material may be considered for approval by the inspector.
8. Pas gravel should be used to top of CMP arches.
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Lux Warehouse Precon Minutes
815192
Page 8
SANITARYER,
k t. The location and elevation of the sidesewer stub on Maple Avenue will need to be verified.
The 97 foot sidesewer will have to be ductile iron if a 2 foot minimum depth at the building
is used. If the proposed line can not meet minimum cover(2 feet)and slope(2%)
requirements a new connection to the sewer main will have to be installed.
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2. PVC sewer lines must be bedded in pea gravel.
.3 Sewer line pressure test will be at 4 psi.
4. All new side sewers shall be installed at right angles to the main sewer line per City of
Renton Standards.
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j 5. Screw in a plug at connection point, flush out line with screen on downstream end prior to
T.V. inspection.
8. If an old septic tank or drain field is encountered during construction the applicant mur t
inform and coordinate construction activities with the King County Health Department.
' TRANSPORTATION,
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t [14 ovenocded vehicles will be allowed. The City may optionally weigh trucks to make sure
they are in compliance with load limits.
i 2. Applicant must submit an acceptable traffic control plan to the City prior to construction.
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3. Keep City streets clean. POE Construction stated that a sweeper will be used.
4. Work on weekends must be coordinated in advance with City construction services.
Inspectors will require Overtime payment on weekends. Do not work earlier than 8,30 a.m.
on weekends. Overtime requests must be worked out in advance with inspector and Ron
Nelson 1850.00 per hour chargs).
POE Construction stated that no weekend work is anticipated.
5. Major truck hauling will be limited to the hours of 8:30 a.m. to 3:30 p.m. Streets shall be
clear of equipment and clean by 3:30 p.m. '
- POE Construction will determine a truck hauling schedule to identify the number of bucks
and hauling times.
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Prepared by: Daniel Carey
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