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HomeMy WebLinkAboutLUA78-201 - Large Format
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se KOF RS S atta” RENTON PROPERTY VENTURE ~ SHORT PLAT
LeGewo cS ao ; SURVEYORS DESCRIPTION : B FOLNO Hs A cal a WV CASE EALINGS: | Sk FOLVO TAL: ASUNIE OD. ae j { eee WO. THAT POLTION OF SECTION [8, TOWNSHIP 23 MOLTH, LANGE 5 EAS? © FOUND: / Zon ONE: SICEET LING COUNTY; WASHINGTON, DESCE/BEOD AS FOLLOWS:
@ SEZ LEON PINS WHO. CAPS 4c : BEGINNING ar THE INTEESECTION OP THE SOUTH £1 GHT OF WAY LINE OF 4 SEF iG! gs” Cee et THE CTV OF SEMTTLE CEOAE. EIVEL 21 PELINE LIGHT 0F WAY WITH THE
ee 2 Se eal ; WEST MALGIN OF LAINIE. AVENUES THENCE SOUTH 2°18’ ATW ALONG
SAID WEST MALGIN [80.00 FEET; THENCE NORTH 89°51] "WEST PAEALLEL
WITH SAVE SOUTH LACM T OF War LIME 37.34 FEET TO THE EAST
MAL GI OF GIST AVENUE SOUTH: THENCE NWOLTH (0°ASVIVEAST ALONG
SAIO fAALGIN (83.00 KEET FO SAIC S007 EIGHT OF WAV LINE OF THE,
CEPAL LIVEE PIPELINE; THENCE SOUTH ERE) "EAST Al ONG SAID
baebil Sk LIGHT ale Way z, WWE 244. AG PEGE. 7OTHE POINT OF BE GINNING.
CEDAE LIVER PUPEL WWE a
» CERTIEL C AT E 0 WE THE UNBELSIGNEO HELEBV CELTIFEY THAT WE ACE THE OWNEES /V
PONT OF KEE POM Fie: Of THE LANO PCATTED (NM THIS SHOLT PLAT BEGINNING
see ee. STEIN.
FRECE L LEN: 20,235.53
0 EASEMENT FOE. so Ee
jit ESS, fa ote bomiries. ELLEN /TEIN
LaTHLEEN ee
~ ACKNOWLEDGMENT
, oi ig STATE OF WASHINGTON PRECEL 8 : oe SE COUNTE OF LING 5S. LEA. 28, 85/.97 5SA.F7, 0.66 AC. 15,287.07 0.35 AC. Se Peas er eae eee os Boe i 3 ett AUIS IS FO CELTIEV THAT ON THISHA- DAY OF. 07978 A.D, BEFORE ME
THE UNOEESIGNWED, A NEIREY PUBLIC, PEESOWALLV- (AAIEALED Foti We \. ime AITE, RICHALD L. STEWS AOEL ANO LATHE EEN STEWS HOEL, TO ME
= : . © : LVOWN 70 BE THE (NOIU/ OUALS THAT EXECUTED FHE F0LEGOIVG
BP SL ff 71, 5A Se CERTIFICATE AND ACLNOWLEOGED TO ME THAT THEY SIGWEO THE SAME )
: Bee AS THEIL FLEE ANO COLUNTALY ACT ANWO DEED. —
tay WIT VESS WAHELE OS - figet = Ags a eohe ee SET My HAND AND ORPICIAC :
NOTAEY PUBLIC ye ee STATE OF a Pe LESIO/VG AT - —- me APPROVALS | Sst ey ae a egy ie gs . ee EXAMINED AND APPEDVED THIS.__DAV OF. PTB AD x ACK NOWLE DGMENT :
oh STATE OF CALIFORNIA |. . ogee eae Se
DIL ECTOL, DEPT OF PUBLIC WOLES COUNTY OF COS ANGELES : ; = “ee
ON 2. BEFOLE ME, THE UNOELSIGNED, ANMOTAE y PUBLIC | EXAMINED AND APPEOVED THIS DAV OF. 1 97TB AD ‘ GND. FOL SA/D STATE, PELSONALLY APPEALED SHELDON /TEIN AND ; ELLEN ([TLIN ENOWNM 70 (ME 70 BE THE PELSONS WHOSE NAMES ALE pe wee SUBSCE(BED [0 THE WITHIN IWSTEUMENT AMD ACENOUVE EDEED THAT
ee en an ee THEY EXECUTED THE SAATE.
EXAMINED AND APPREOVED THIS. CT ae eee = % Bak RECEIVED ; Were Py ae 68 WITNESS ¥ HAND AWD OFFICIAL SEAL. CITY OF RENTON — ; HEARING EXAMINER
LAN MI VLECTO, liye ear ees Br AUG 2 2 1978 Sse scene SYCWAV ULE. Sis Areas i Aegsl t AM ri
| CBr DW M207 :2:334:5.6 EXAMINED ANO APPEOVED THIS. DAY OF. 1978 Ad. ee wie yee SS © ae) ee RA ee “ WAME (7V PED OL FEINTEO ) :
LING COUNTY ASSESSOE. Ee REEB EG EN Ogg
LEGAL DESCRIPTION | te, | INTHE COUNTY OF L1WG, STATE OF WASHINGTON: SURVEYORS CERTIFICATE ITEM NO, 220.2% 4-227 70 4
SECIWMING AT THE (WTEESECTION OF THE SOUTH CINE OF THE CEOAE. LIVE. PIPELINE. THIS SHOL7 PLAT COLLECTLY REPLESENTS A SUEUVEY MADE BY AVE
OF THE C/T¥ OF SEATTLE ANDO THE WESTEELY LINE OF SUMSET HM GHIYVAV, SAID INTEESECTION OL UNCEL MY DILECTION 1 CON FZ € WIA THE LEQUIEEMENTS
BEING 266/.62 FEET EAST AN O (6.8 FEET WOLTH OF TA E VEST QUA ETEE: COLNEL, OF OF FAE ALELOPEIATE SPATE; ‘ CVTY STATUTE OL OLLINANCE.
SECTION 18, TOWNSHIP 23 NOETH, RANGE § EAST, WA; THENCE WEST ALONG SAlO S0UTHELLY BOUNDREY LINE OF SA/O PIPELINE Fl o.0 FEET TO THWE EAST L/ME OF COUNTY LOAD; THENCE SOUT 2° 50-tl WEST ALONG COUWTY LOAD 183.6 FEET; THENCE EASTEELY PARALLEL WITH SAID PIPELINE 373.4 FEET NOLTH TO THE WESTELLY. BOUN DALY LIME OF SAIO SUNSET A/GHWAY; THENCE WOETHEELY ALONG SAID HIGHWAY [80.3 HEET 70 PUNT OF BEGINNING.
= EELTIF. ATE WV. ie ie gare es
6hie/7e * 77090B,NM
Shook Play . aE 76
RENTON PROPERTY VENTURE
LEGENO .
FOUNO MONUMENT [NV CASE BEALINGS: ; Sk FOUND TACK ASUMEDO Ol | | © FOUND (20M PIPE ee 6.G4E \| 5. 2NO_ , ACE... i S 70 e SET (LOM PINS W/1.O. CAPS 7%= 40! oe oak : O, SEZ 2°X 4” W000 STAKES 3 SET TACES al y | aS SN CEDALZ LIVEL PIPELINE k/W is a 4) sabes ae z 4.
| [552 |
mI 4 wt ie S | | | SOPSIWE 344.46 | S| \
WELOS Op 225100 Spe 7k
ale ae POW 7~ pe ee | [| N BEGINNING \y et
se VEE OE A S Soe NN YS ALEA, 20,235.53 S0.FT, 0.46 AC. S) Se S
|g SES N) S ; x 30 EASEMENT. FOR. So Na - ae MBZESS, EGLESS E UTILITIES ale Lex!
eae / WEP?SI'I'W 225.00 9) —__ | N Sik = a= ane S| 55.00 = /70. 00 MeN ty | Q ; ae oe a |S NX y Qos Na) 8 Sg ES PAACEL 3 NR VJAGEEES | S
ALEA. 26, 85/.97 5A.F7, 0.66 AC. n|* ALEA. 15,289.07 SQFT, 0.35 AC. ©
BN |
: | * | } |
wal OS ae —_ |) -— 170.00 eal ay: av
= NW BREE 1 W 37/. 34 SS} ea
RECORDER'S CERTIFICATE: 7&/00490// |
FILED FOR RECORD THIS 27” pay of_Qez 1918. AT 2:7" 2M. EEueeee
in Book £4 or Swev— at pace 265 at THE REQUEST oF AZ AVTCHINGS |
CLINT G €LSOMm JAMES SWE wT ; SUPT OF RECORDS MANAGER
wes DEPT OF PUBLIC WOLES
EXAMINED ANDO APPEOVED THIS @B_ DAY pe Cet 1/978 AL. Z :
TEAFFIC EWG/INEEL.
EXAMINED ANO AFPPEOVED THIS ei DAY OF & G we 1/978 ADO.
Haecey +/. (fof PE
LING COUNTY ASSESSOL. LEGAL DESCRIPTION Oe Nate
IN THE COUNTY OF EING, STATE OF WASHINGTON:
BEGINNING AT THE INTERSECTION OF THE SOUTH LINE OF THE CEOAE. LIWEL. PIPELINE
Of THE C7 OF SEATTLE ANDO THE WESTEELY LINE OF SUNSET HIGHWAY, SAID [NTEESECTION
BEING 266/62 FEET EAST ANO 16:8 FEET NOETH OF THE [WEST QUALTEL. COLNEE, OFF
SECTION 18, TOWNSHIP 23 NOETH, LANGE § EAST, WAI; THENCE WEST ALONG SAID SOUTHEELY
BOUN DALEY ai INE OF SAO PIPEL WWE J46.6 FEET 70 SWE EAST LIWE OF COUNTY £OAO, THENCE
SOUT, 2°50-f’ WEST ALONG COWNWTY LOAD 183.le FEET; THENCE EASTELLY PALALLEL WITH
SAO PIPELINE 373.4 FEET BEER 70 7HE WESTELLI. BOUNOALY LIME OF SAO SUNSET
HIGHWAY THENCE VOLT ELLY ALONG SAID H/(GHLVAY [80.3 FEET 70 POINT OF BEGINNING.
W - 909-78 SHORT PLAT
SURVEYORS DESCRIPTION
THAT POLTION OF SECTION 18, TOWNSHIP 23 NOETH, EANGE § EAST, Wd, 1M
LING COUNTY, WASH /NGTON, DESCE/BEO AS FOLLOWS:
BEG/NWVING ar THE INTELSECTION OF THE SOUTH LIGHT OF WAY LINE OF
THE C/T¥ OF SEATTLE CEOAL EIVEL PIPELINE LIGHT OF WAY WITH TFAE
WEST MALGIN OF EAINIER. AVENUE; THENCE SOUTH 2°18'AT'W ALONG
SAID WEST MALGIN 180.00 FEET; THENCE NOETHS B9° 510 WEST PALALLEL
WITH SAO SOUTH LIGHT OF WAY LINE 37/634 FEET 70 THE EAST
MAL GIIV OF GIST AYEWLE SOUTH) THENCE NOET A! (0°45 VI(EAST ALONG
SAID (AA LGIN (83.00 FEET 70 SAID SOU7 4 LIGAT OF WAY LIME OF THE
CEQCAL. LIVE PIPELINE; THENCE SOUTH 89°51) "EAST ALONG SAIO
SOUTH) LIGHT OF WAV LIVE 344.46 FEET 7OT7HE POINT OF BEGINNING.
14
-
2
6
5
CERBE CALE
WE THE UNOELSIGNEO HELEBY CELTIF YF THAT WE ALE THE OQUNELES (NV
FEE SIMPLE OF THE LANO PCATTEOD (NM THIS SHOLT PLAT
SOHN WHITE
fib ed, Ld os
LICHAED oe STENSHOEL ELLEN /7L/N
AhoxSix0 - Dro aoa! LATHLEEN STEWS HOEL
SHELOOMW 1TEIN
AC KNOWLEDGME NT :
STATE OF WASHINGTON ss
COUNTY OF LING on
THIS 15 TO CERTIFY THAT ON THIS. a DAY OF. ftdertabex 978 4.0, GEFOLE ME
THE UNDOELSIGNEO, A NOTALY PUBLIC, PELSAV ALLY APPEALED JOHN M ATE, EICHAED L. STENSHOEL ANO LATHLEEN STENSHOEL, 70 ME 7
LWOWN 70 BE THE (VO1L/OUWALS THAT EXECUTED THE FOLEGOING
CERTIFICATE AND ACKNOWLEDGED 70 ME THAT THEY S(IGNEO THE SAME
AS THEIL FLEE AWVO VOLUNTARY ACT AND DEED.
IN WITNESS WHEEEOF / HAVE AELEUNTO SET (1k AANO ANO OFFICIAL
SEAL AE LLL OQ VEAL FIEST ABOVE WLITT EW.
4
‘ (4, ae ae
NOTALY PUBL ‘Cf A tee STATE OF WASHINGTON
LESSO/NMVG A
ACKNOWLEDGMENT
STATE OF CALIFOLNIA } 5 SES:
COUNTY OF LOS ANGELE.
ON BEFOEE ME, THE UNOCELSIGNEO, ANOTAEY PUBLIC /N
ANDO FOL SAIO STATE, PERSONALLY APPEALEO SHECLOONW /TKIN AND
ELLEW /(TL/IN ENOWW 70 MIE 76 BE THE PERSONS WHOSE NAMES ALE
SUEBSCE (EEO 70 THE WITHIN INSTEUWMENT AINVO ACEINOWVELEOCEO THAT
THEV EXECUTED 7HE SAATE.
WITNESS MME PANO ANDO OF FICIAL SEAL.
SIGNATULE
WAME (TVPED OL PEINTED }
SURVEVORS CERT EICARE
THIS SHOLT PLAT COLLECTLY LEPLESENTS A SULUEY MADE BY NIE
OL UNDEL MY DICECTION (NV CON FOEMIANCE WIT THE CEQUILEMIENTS
OF THE APPEOLLIATE STATE, COUNTY 04 CITY STATUTE O24 OLUINANCE.
/ Yeo
CELIVFICATE V0. es
Sh p L- 20| -1% EXP/LATION DATE. BZA1OII
a | ee 6/12/78 *77090B,NMN
CEDAR RIVER PIPEUNE R/V
StoPR 1/2 To |
) / SLF 4” GAL So se
| | PIPE. THROUGI4
| | CORES
PFO
TOP 49.4 }
i
nee i
__INV.28.9G
\7O.
S on 8 = : ~ won GRDDE Es prot a a >= Sas ae Shas m4 c x
2 i ee Ji--4 oe = $ 2 g
—— < ws — — : eee
if
) 20 I Cae? 100 LF 18"@ 0.5% | Papa i
iN fe) GS! F 24" @ (a) oy, im 30LF 13 @0.5% iG
| bance - Sz ace | as
ve f 28.460 TLE A aK S Naas ioe | INV 28. 8
y [EX UN 28.0 ; eo)
V 28.14 f
L PROF | LE Saace. l= 20’ Woriz.
("= Z! VERT.
25 ee %
LI
e Z STIORN
FR 30.5
FRAME 4 GEATe
APWA <TD NO 4g
WISIN rate bye Vy
Ms 2 aie na ~ LO Simmesresarene ab) Mel ae fy {PE LN i Y : Ao| ( 1s" Pipe. i ye y) 30 aoa tude Os ra ae A fe CS had ee ay Aa\ plz IG eee NG
OSTA PTF TF URSUP TIPS
TYPICAL CATCH BASIN
Scag ie = (O”
CONTROL MH 43
TOP 32.0
INV 28.14
N
x
S 35
| |
a § ay)
a 3 E nd Hg2e
BS
lu
é a S R=20’ y; e \ wo) | \
yy. S wo RS
o 6 [4 fe 3 Peay 2 Mow el Hose Ves fa eas 2 Ny 4 3 CUP a Z 3 del] eee
Toa WO shen 80 K RSE RO te 2050 \ me i ee INV 28.10
MS EXISTING MS WOOD FRAME > = Scar
. So. Z2up ST.
Srorace Capcity -
5.4 Vertical Ct o€ Catch Basin
@S7ch/MH = 208
24 Vertical $+ Control Manhole
Qi2Gckt oF . F0.2eF
IAOLF 1B’ Pipe @ 1.77 c€/F+
2 230.1 c€ GSLF 24" Ppe @ 3.14 c/H
‘ 104.1 oF
Total = AI5S.acF
Reqpired. = AT cf
GRATR. ELEN = 32.0
Ne
4
DORSEY LLIN:
ZAG - pe ie
5d Sat SAe oe
Zz =
~- ~o
aw
.
XA
1
WATERTITE CLEANOUT GATE.
A: is “PAROS * e BS MY +28.14 CN =< l/, Me = a4 A. 3 . : e 4 - ORIFICE:
As Cl: y 4%e™ INCH DIAM HOLE q: ig ras IN BOTTOM. PUSTE
ye = MY Q: 0.69 cfs Si a RY Zl. aS
Yess ee Sal Se Ae, ORMASOE DP OT BIT ME” CONTROL
Scauc Zz * fo"
MANHOLE
Qa = 3 V7 W/ BGA: SUDE - PROVIDE 200 1b
Oe aly, Ade CAPACITY CIVMIN FROM GATE TO 7 > _() BIM-WELD TO Bonk. CHAIN TD Be
¥ SUV WHEN GATE 1S DOWN. :
0
- SPECIFLCATIONS :
y
GRADES STORM SEWERS & DETENTION
Sia
MA
Gs
VICINITY
ALL REQUIRED. STORM WATER RETENTION/DETENTION FACILITIES
SHALL BE CONSTRUCTED AND OPERABLE PRIOR TO LAND CLEAR-
ING OR OTHER: CONSTRUCTION UNLESS OTHERWISE APPROVED BY
CITY OF RENTON.
CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SEDI-
MENTATION/COLLECTION FACILITIES TO INSURE THAT SEDIMENT
LADEN WATER DOES NOT ENTER NATURAL DRAINAGE SYSTEM.
THESE FACILITIES MUST BE IN OPERATION PRIOR. TO CLEARING
AND CONSTRUCTION AND MUST BE MAINTAINED UNTIL CONSTRUC-
TION AND. LANDSCAPING ARE COMPLETED AND THE POTENTTAL
FOR ON-SITE EROSION HAS PASSED.
ALL. WORK AND MATERIALS SHALL BE. ACCORDING TO "STANDARD
SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS GONSTRUCTION"
PREPARED BY WASHINGTON STATE. CHAPTER AMERICAN PUBLIC
WORKS ASSOCIATION, 1977 CAPWA), UNLESS OTHERWISE NOTED.
STORM DRAIN PIPE SHALL BE CONCRETE, RUSBER GASKETED ASTM C24xX OR 16 GA. GALVANIZED STEEL OR 16 GA. ALUMINUM ANNULAR OR HELICAL CORRUGATED METAL PIPE WITH WATERTITE CONNECTING SANDS.
BEDDING FOR PIPE SHALL BE CLASS “B' PER APWA STANDARD
PLAN NO. 62 CPEA GRAVEL FROM 4 INCHES BELOW PIPE TO SPRINGLINE, TRENCH WIDTH 40 INCHES FOR PIPE LESS THAN 18 INCH,TRENCH WIDTH 45 INCHES FOR 18 INCH PIPE.
CONTROL MANHOLE SHALL BE APWA STANDARD PLAN NO. 55
C4 FOOT DIAMETER) MODIFIED AS SHOWN IN DETAIL. CATCH
BASINS SHALL BE KING COUNTY TYPE 1-A, FRAMES AND GRATES
SHALL BE APWA STANDARD PLAN NO. 49.
LEGEND.
RECEIVED
CITY OF. RENT: HEARING EXAINEON
—— —_3— EXISTING CONTOUZ
Gere PROPOSED CONTOUR AUG2 2 1978 AM PROPOSED SPOT ELEVATION ZiBiQB21.2,3.4.56
a
EXHIBIT NO. 4
4ITEM NO, 2-72 w- 229-75
RENTON PROPERTY
VENTURE enon, WashINérou
BUSH, ROED & HITCHINGS, P.S., INC. CONSULTING ENGINEERS & LAND SURVEYORS
SEATTLE, WASHINGTON ~ ME geo | _| M20" [8/ie/17 71090 _| “hPpl —2061-728