HomeMy WebLinkAboutWWP2700286 Skya Bldg. S-286
Lind & Grady 1 �50' 0 f 12" A 1 1��,
BEGINNING
OF FILE
FILE TME
1 �
Yin& OU�
1501
44.} a
PROJECT b TAKEN INTO PLANT IN 1982
Awk SAhECOVITLE INEU11AKE COMANr
IIAR 'ai V
. �� >'xa sus aalttw'as roll ucwaln uw
� y V
� J
M'ded f"r Hr,.wd as H,pur.t o
FILED FOR RECORD AT REQUEST Of co
� s �
g .\nnitt Nf¢E of Ili CQl C1111
f� AFN10N M111100 Ask &1,04••1 61462
t'17 , \\Iwi MIA All IA. RECD F Z100
twoo, fA IM CFlSHSL ****3.Oh:-
000000.01
BILL OF SALE — _ -
K\nI AIJ.MFN Lit" I M:cp:I'RMsh\TT. That EDWARD K. LIDZBARSKI anA AIN.LIDZY,AASF
hustand and wife;
Iht•purl ip g of dm Ora p:m.Gx and w cm1-nhrr:uaah•d Ihr sum�.( ONE AND NOL1O0_ --
($1.06 ___ _ Ikdlrs,
Inwhd Hume. aN 1h'•1 mlhxl Q:xe.'rf \mtrhra n' the parties of the First Part is hand paid h,
THE CITY OF RENTON, a Municipality
11h Imrl y 'd Illy vr'md purl. tin rrcriPl ,.Lrn a �. Li n L, .a#mrw.ledatxl,,4r ha lhrxr pnwvnla praul.
L:x4:w .rll :uul......rx uul"Ihr.uul IcuYy ..11h. , ,,.hut parl, its rzn'upr>;. htdnnnislrahrta xM asv¢n.
and legal representatives
The following described personal property located within the dedicated
alley in the plat of C.D. NILLMAN'S EARLINGTON GARDENS ADDITION TO THE
CITY OF SEATTLE, DIVISION NO. 1, according to the plat recorded 1n Volumt
17 of Plats, page 74, records of King County, Washington, Block 27 and
lying Easterly of Lind Avenue S.W. ;
Together with that certain personal property located within the right-of-
way of Maple Avenue S.W. ;
3# 286
(approximately 280 lineal feet of 12 inch PVC sanitary sewer pipe and
48 inch diameter standard manhole and all appurtenances pertaining to
said sanitary sewer system expressly warrnating said sanitary sewer
system against any expenses, costs or liens hereto included thereon b+
or through or under the First Parties herein. . . . . . . .
'I'1I It\i'M1:\\I1 111 III)I.P IIM•.xmr('a 11n•waal paxt y d Ihr M441`ai part. its Lsgal representative
eu•ean an. mhn un.t r.'1„n mxl a..wpu axt't,r. :Wd said parties cf the first part 'h'
I'a their lu•hr�, ruruHx*mxl ahnu\hwrtlw.,,-•n'nnm ;nm aL'rer Io Hatt wNh tM' wid purl y. . .
Iln• -'r'wut parl. . its Pxt't•Wr,t*.MItlPlalNnNur. and e.-i L'n 0 Nattmtl and der,mA the axle of the said Ixnp.
rrlt,0-.6 mid ehallcl,ham4A aax1.,unU.nx..nut parry 'd lhr cttiand Plat. its rttn•nhxx.admmiv.
Irabx+:aal nx+W,n..attnin+,t all had,•tT% Ixaw•n mxl Iaafulh rlaimm¢'r I.'claim IM• .am,•.
I\WI I NMS4 WIIFdlM:l I-. we It.,ye W-11,1W—1 our hand and xral thv
18th la, ,d February VD. 0 Sb
%I9m411.t"NIItIl It at Ihdwmsl in Ili"I`WwIR't''It
ED14ARD K ,LIDZ�ARSKI
MN LIDEBARSKI
STATE OF KAU II\-,I'U\.
King
I. the undersigned \„last 1'nhl it m and Gx tM Imod'Na.hml;t'm,
d'•htmdn cent(% that oa lid. lath da, „1 February
'd4a•.xrd la•f'mw au EDWARD K. LIDZBARSKI and ANN LIDZBARSKI,
being husband and wife and as to their marital community
A' m kmmu t" I, 1hr nahanlual t,-,plod m a,H .,a,.„ter rll ahc ua n'.lruau•nl Imd iu kn'r L•la'A
that they a1911M,md+,alnl 1hr ..n, their m mid wlunlnn Wt am1 dvrd f•+IN,
n.r.a1n1 Purin'+on h'.ou,m.vb'nu r1.
1:IYM:\ I C11M:R'1% II\SII \Sh IIh'Flrl\I 't\I. Im-
February nh81
t.ad" r ,Ind nr rb, ,lei' of gxMp!Na
ti
0' Rtts Escrow Co.
P 0 Boll not
W S W aNAOY AA• PENT N AA,OM5
12061 T72-aw
February 18, 1981
CITY OF RENTON
Utilities Division
200 Mill Avenue South
Renton, Washington 98055
ATTENTION: Mr. Ron Olson
Re: Cost Data and Inventory - MAPLE PLAZA
S.W. Grady Way and Maple Avenue S.W.
City Project No. S-286 and W-618
Dsar Mr. Olson:
Pursuart to your request, the following information is submitted for
your inspection, concerning the improvements and installations of
Sewer system and Water system and Drainage or storm system.
Sewer System: Design by Sprout Engineers
1. 280 lineal feet of 12 inch PVC Sewer Main
2. one 48 inch diameter manhole
Total Cost . . . . .9 8,987-00
Water System Design by Sprout Engineers
1. 300 lineal feet of 10 inch ductile iron
water main
2. Two fire hydrant assemblies
3. one 2 inch blow off valve assembly
Total Cost . . . . . .10,128.00
Drainage System: Design by Sprout Engineers.
1. 500 lineal feet o 19 inch CMP storm line
2. one 48 inch flow -rictor and oil separator
3. ten catch basins
4. forty-eight feet 8 inch CMP storm line
Total Cost . . . . . 11,619.On
The above costs include street restoration including curb, gutters
and sidewalks
The Tota ojec t . . . $30,734.00
(wor p fo ed a ompleted by J S L Construction)
Mo ec fu
i
Agent for the Owner
Edd rd h. Lidzbar. ki and Ann Lidzbarski
�[1fE.J�a11i
dV � �t
�- •1
� ,..
!1
'� l �� vC� ,t,
�.f Y y F � V
�� ' b^
�.
d'" �'
} yti�
� ��
��
� �
s 1��.�
S z ��
Svc - c...�.� Lam. kp ���
,�
. � , ..� `
,,
-:�
_
Precision Sealing eeLnm. ey
g • Beilsw Ytaghin9ton 9aCe6
M Video Systems go1206)641-29M
a
r
t . ....
Date [Sty
Technician I�so�':l:r ile acne r C1aar,a:1 oy liocort Taaa
Frain M7 No' -i: . >' 3--ti-n L-,,1�t' T, .%ipe M31• ?. •l.Mc N=.
F,LNH4LZ DATA, _
PN no LGCFTIUN CF LINC L
Aaeth typa C'- Footage Ro•
Cal—
AcCum, Rehab -3
aligrogent
cieanlinesa �°� ' ---_—
grae�_ �,.....
al,
leaking Joints
r Omovn routs
^;rout % joints_ —�
retina
Lap tart ----
tn.V:r
LLGat+'Dt
Bd >• aruken Ripe
Circw,,facentia: —
Crack
LZ s LongituoinB] —'—
Crack
L s LBBk _
PT a Protruoiny Tap
5 Servico
al Root Intcusi"
U Unpassable
Page r
LI NAT- (:5;r►6 !✓r.� O {�i ct 10/e�w
tWKR Ed L
d ba�Sl� ' J
UICATI(1N
Ffr ;1T
-- FFE M� C(WTBNTOR
ilr� Fewer . .SO.00 '��i b•� .Y �14u<.n(, _____
Stnnn Fewer -
R M Construction nc
'Water Nsten DeveloMwt 2 70,d0 —
1-ater,L-Iteccaer --
4ater Insrectim
Sewer Nstea Develoment L74,00 —
Fewer Latwmr —
Sewer Inspection Lys,so ✓
�N 1 Pie. Li
9 z �
Z -71- iy»
98 7s, o a
3 r9.6 L/= -r2
/soo /a 27S.00
i
0
Cl ..8..@ 3tu0 3o , =�
epa
S•'ne✓.•/A /2-•Od L GU . G 7
it
3,y LF /u epS
2 ew Ae.-�s Q /rev 3 c o u
Load 40 L. oUo. u o
f3 14 O.ov
f
i
I
C!W!6
R
LOCATION �'w.Ct G✓� L; /�y-� �- �i
IIQTF_ z/ /7 f
ff0.MIT FFE :' ` DATE M CONTWOR
RM Oxistruction — .A wy
4rter Nstem Develamt
Nnter Lntecnmr
4nter lnsnection
'ewFr Wstfq rxwlmwt /LU -v L,1 a a --
"ewer Lc..axmr �V
''!cwer in%xction ' u -LLXII-
��c.J
nci Cao .r r-. .n CCc ,
d'z V
SANITARY SEWER SYSTEM LOW PRESSURE AIR TEST
PROJECT -44'ev S. yu/evv/- 6:;ojf WG..3.I.lvr SSW
DAT EOL
LOCATION LENGT K C RESULT
_ Z
-; s
OF FILE