HomeMy WebLinkAboutPermit S07-058 - DECKER DEVELOPMENTDECKER DEVELOPMENT
17305 SOUTHCENTER PY
507-058
City ATukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206-431-3665
Web site: http://www.ci.tukwila.wa.us
PERMANENT SIGN PERMIT
Parcel No.: 2623049024
Address: 17305 SOUTHCENTER PY TUKW
Suite No:
Permit Number: S07-058
Issue Date: 08/29/2007
Permit Expires On: 02/2S/2008
Business:
Name: DECKER DEVELOPMENT
Address: 17305 SOUTHCENTER PY , TUKWILA, WA
Property Owner:
Name: TR5 LLC
Address: 117 E LOUISA ST #230
Contact Person:
Name: HAROLD HUNTLEY
Address: 5113 PACIFIC HWY E#12
Contractor:
Name: SIGN -TECH ELECTRIC
Address: 5113 PACIFIC HWY E #212
Phone: 206-545-4964
Phone:
Phone: 253-922-2146
Phone: 253-922-2146
DESCRIPTION OF WORK:,\
POLE SIGN FOR DECKER DEVELOPMENT SITE. SM N is \(\Qy__, vv "f c\ Qs -,z)\
-\
Fees Collected: $120.00 Zoning: TUC - t rNS Pe..ci•--� ^ Alp C�,),,,,\ Sign Type:
PERMANENT SIGN: `Ly
n
Wall Sign #1 Wall Sign #2 Wall Sign #3 v\--,_ Wall Sign #4
Wall Area (sq. feet): 0 0 0 0
Wall Sign Size (sq. feet): 0 0 0 0
Sign Lighting:
Face Residential Land:
Freestanding Sign #1 Freestanding Sign #2
Street Frontage for Entire Lot: 215 0
Building Height (feet): 30 0
Sign Size (sq. feet): 68 0
Sign Height (feet and inches): 22 ' 0 " 0 ' 0 "
Setback (feet):. 27 0
Number of Sign Faces: 2 0
Planning Division Authorized Signature:
Date: %1340?
I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be complied with, whether specified herein or not.
THIS PERMIT SHALL BECOME NULL AND VOID IF THE WORK IS NOT COMMENCED WITHIN 180 DAYS FROM THE DATE OF
ISSUANCE, OR IF THE WORK IS SUSPENDED OR ABANDONED FOR
A PERIOD OF 180 DAYS FROM THE LAST INSPECTION.
doc: SIGN -PERM S07-058 Printed:
File No.
Name of Tenant:
Sign Address:
Date Photo Taken:
SITE INSPECTION (PLANNING)
S07-044
Decker Development
17305 Southcenter Py
January 15, 2008
x Sign appears to conform to permit application
Sign appears different from permit application
Sign not installed as of 10/23/2007
Make new site visit and take photo by 02/10/2008
Comments: Sign inspected and meets code SM
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
INSPECTION RECORD
Retain a copy with permit
PERMIT NO.
(206)431-3670
Project:
Type of Inspection:
671.01\1 14(7 -
Address: ry 7
G N
Date Cal ed: Ib ( 01'
Special Instructions:
`..0 n 11 `-0(7
Date Wanted: 011 612:1:
Requester: �Y1-
Phone No:
%;122it‘b
l Approved per applicable codes. JJ Corrections required prior to approval.
COMMENTS:
Inspector:
Date:
$58. e0 REINSPECTION F € REQUIRED. PrigL to inspection, fee must be
pai at 6300 Southcenter Bi)vd., Suite 100. Call to sechedule reinspection.
R' cei5t No.:_
Date:
A
FRONT ELEVATIONq/l> 4f • F.1- 75—
POLE
5POLE SIGN
`61 8'-6"
=111=111=111= ' "
=111-1111E1111.-.,;
=111-111-_
=111-111
=111- K�>
•
4
s�4.Ft-‘8?.3.6,
1.5"111-6"
181
Metal Flashing: Painted Adirondack Sw2020
Sign Cabinet: Aluminum fabricated, internal lit,
double sided to accommodate multiple tenant
panels. Cabinet color painted Threshold taoup
Sw2023
O 4" SCH 40 steel tube stub out
ta 10" SCH 40 steel tube. Painted threshold taope
5w2023.
O Concrete footing
<, =111J =I I1=111=
IIISI11111=
-111�111=
111E111=
• 41-111-
III.
17,4
4'-11"
Scale: 1/4" = 1'
ort
• RIGID CONDUIT
SIN
SIGN FRAME
WELD AROUND PIPE
RPE
SIGN DETAIL
NOT TO SCALE
STUB OUT DETAIL
Na TO SCALE
R UORESCENI ILLUMINATION
CENTER POLE SRAM
DROUCH SIGN
SIGN FACE
.4_AWMIMIM INTRUDED CABINET
WITH 1.1/2' RETANERB
MOUNTING POLE
1/2' PLATE. 10' PIPE WITH
4' ROUND HOLE ON CENTER
MATE WELDED TO ROUND TUBE
4• ROUND PLATE WELDED TO
END OF 10' ROUND TUBE
1/2' PLATE. 10• PIPE WITH
4' ROUND HOLE ON CENTER
PLATE WELDED 10 ROUND TUBE
1/2' PLATE. 10' PIPE WITH
4' ROUND HOLE ON CENTER
PLATE WELDED TO ROUND TUBE
RECEIVED
AUG 2 0 2007
COMMUNITY
DEVELOPMENT
9
CUSTOMER / LANDLORD APPROVAL
DECKER DEVELOPMENT
17305 SOUTHCENTER PARK WAY TUKWILA, WA 98168
a
0
A
•
SITE PLAN
PROJECT TEAM
01'1968
ERRE LLL, WAS 10 LLC. a SC 3 114 ALL AS )DYRIS IN COCON
BRIO 616718, MOW
117 E 16(11S6 SL SINE 681
SFF02OW77LE, WA 98102
0 543-4964 0687361(1 BRAD [(EU
545-4901
Ewa,
ARCH(R57) LUCE MUELLER a ASSOCIATES
150 1M°.SDE SPIE 230
SOME, WA 98122
(205) 325-2533 (208) 325-0504 fAX
6010046 508 NILS
DV& FIemONnueIr.Ce1A
OWL ENNNEER STTE DEVD4HaAT SERAPES
310 50519 S7. 5.0.
93RID1. ILA 88812
1254444 1-9657 (1251 455-7109
(8480 MVE OW�Rifr'/
E19W: an.,,a4ocolPee.l.ea
LINDSCAPE
MICHITECIS
LAIIWUN R BETE* ASSOCIATES
PO. DOR 1442
IMPIE VALLEE. WA 55038
Way,
1A11LIa19 fIEp4.
041116Ihinua011W1dpNlq.eom
LEGAL DESCRIPTION
.-REVISED LEGAL DESCRIPTIONS
APE 2622049024
THAT PORTION OP 171E SIAM lEAYF QUARTER DP TIM SOIITHWESTCRIARTER OF
SECTION 76. TOWNS] UP 23 140/1111. HANOI( 4 PAST. W.M., R&;LNMN(i AT T74r:
S0U7IQAST COINER OF TIOi SCI181HPAST 1111AR111R118 118E S(N; O1WEST
QUAR'I'EI. 110124C111481'411? W. 461,03 TEM' 10 TDB WES1' MARIAN OF
ROI7HCINIER PARKWAY; El TENSE V 11°5413' W .AIA' NO SAIL) MARGIN, MOSS
TE.7-:1107NC1' CONT041!RNO ALONG SAID MARTINAUYNG A ( ORVE T01110
10)014)' HAI/IN/IA RAL)1113 0I 99137 FEET, AN ARA' 1841LANCE OF 227.291 I'1: I'
ElIRa ICH A CENTRAL. AN3R,E 01' 13'0E08% THENCE. N 1111'35" 7. 74,97EMIT 'f(1
I1IC 1RLE' PONT OF BE0401ING; TT4110E N 88'5125' W. 6911EE T'I71NK:E N
1'0875" F, 1 _ FFFT; I H NC'F: V R5'S 12' W, )A FT'1-F; THRN(T S I TROD' W. 11 FEET;
El IF NCE N X8'51'25' W, 193.64 E1111' 118 11101 CENTER ()EA RAILROAD EASEMENT;
I Fl 4CF: NN)R 1111AS 1/ 111 N Al 1.91 .1 \AID N,AN DI1.10 EA011M1-N 1' UV A C'11414"0
THE 1(10811, CENTER (IF SAID CURVE REARING S 36°1931', SAID CURVE HAVING A
1LAD1119 DI' 4111.261'P211, AN ARC INSTANCE OF 102 FE3iT TIUC(31G1l4 (SWIRAI.
.51061E OF 14'1440'; THENCE N 12'2470' W,.33.32 FEET; 7HRV7f. N4'34'16" W.50.16
11.') I; TI DD0CI. N 1'4119" IL 14.76 EMT El) TIM N(8111 MARGIN OP 711E
U)l'I141'A4I 01. Alt IF14111' SOl'l HWI'NVQI1A441I,4:I111,N1F 8x7`:5..753"F; 2501111EL
TO THE WEST' MARGIN CN' SOIIDKtiNTER PARKWAY; nfE 461. S 1'005' W', 211.3)
611 1-1.0 114111 NUE POINT I)) BEI (INNING:
N34) KNOWN AS PARCE1. Il, COY OF 719:4811..9 BOUNDARY! INE A5LUSTMID41'
REF /CITED MINA KIND 40111079 REARMING 9IIMRNI 78111406w )
IIx:ETHER WT111 THAT PORTION (N' PARCEL B.l1'I'Y DE1UK WILA RULINDARY
LINO: ADJLS1l1EN3-NUMBER 89.10.8LA. AS REODRD0D UNDER KING COUNTY
ALRHIN4 Flu NUMBER 81212270122. I.OSCS.IRED AS FOLLOWS.
IIEGL2NR`T1 A r 1181 NOM HEA ST CORNER OF SAID PARCEL 11 ETES OF TUKWILA
BOUNDARY LINE ADIUSTN16N7' NUMBER X610-1ILA; THENCE S 1°4119" W. 34.76_
'11)410111417*7Ai F.10,16OTT, '181FT(:F S I':28"lir I1, 1318 HET 7(1111E
a:NOiRLINR OE A RAILROAD TASI3I1IN'r; THENc1 SUUrHW7:s771CLY AUT.4G
SAID CONI SALINE W A CURVE TO'11111 LEFT. CbNVER 04 SAID CI'RV0 BEARJ\G Y
4:'01'1 I" E .AND ELAVM() A RADII: S (R' 41028 FEET. ALONG AN ARC DISTANCE OF
101991'110' THROUGH A CBI/ERA-ANGLE OF 14'l4'9'; THENCE N 8111313" ll:
2411 FERE TO A POINT 1)N A CURVED) TER: R1G4r.:91 )'FST N(InrH1YRS'ITRI.Y
AND PARAL31l. WITH SAID CENTER/TEM 011A 9A11.ROADFA.SE.MINT, SAID POINT
HI:ARIN/I S 38'43'3.'.- E. SAID CURVE HAVING A RN)IIIS OF 4411.21 MET; 711ENC11
NORTHEASTERLY AID(0 SAID CURVE 19(1101014 A CENTRAL ANNTLE OF
14"14'17-, AN ARC DISTANCE OF 111060 Pf3Lf T1) A PONT 111 MEET WESI'F](LY ANI)
PA(1AI.L.01. WITH DIE EASEFULLY MAK0IN OF SND PARCEL 8 ('TTY OF ELV11LA
DOIR4DARY UNE ADJUSTMENT NI MILER ROIPDIA; TI FENCE N (2°5'10" W. 1839
F111; 1111101'.11 N 4:14'240' W', 33.0711111:'134088;1: N 111191•11.16.60 MOI1"I1I'1 HF.
NORTH MAROON' 01' SAID I'N4CIL 13 CITY C ' UO MIA BOUNDARY UNE
41/:ES I1NL'N'1 NUAfl40R 69.14036; '114ENC'e S 87'35'53" E AUR:U SAID MARGIN.
307,0 FEET TO THE POINT OF DE(JNNIN(1;
sir.; sill M THF (YKNES' 1'10' KENO, STAIR (N W'ASHMGTTW.
PARKING LANDSCAPING
FRONT PARMA IANOSF16(1611
REOLU .I 41 CALLS 4 15 S.F. 515 S.F.
PROPOSED: 825 S.F.
BALK PARING LAROSG969IF
REQUIRED: 8576(5 4 10 S.F. - 80 SF.
PROPOSES 303 S.F.
LMR DIAANCE FR011 STALL M WIDSCAPINO n 100•-O'
RANKING. 1.1017•
SC -3 (17401 SOUMCDI73 PARKWAY) HAS 90 PARKING STALLS 418 PCOU8E5
ONLY 68 STALLS,
SC -3 17305 WURICfxRA 419 DIAY) ELL NAVE A 44480487 PAWN)
WITH SC -3 TO USE RE 10 SPACES SHOWN
SITE & BUILDING STATISTICS
USE
IONIC
OCCUPA190I0
00167. TYPE:
ONE STORY
CROSS SF;
BULK RETAIL, REGULAR METAL a STORAGE
141
VB, SDRNMTERED
25,014 SF.
EXTERIOR LIGHTING LEGEND
WRY(
511
DESC87704
LAMP
WNUFACIUOR IF NU6801
SA
3
POLE 1909818 094853 1114E 9/
400 4141
049003 119141140 - 61800
SINGLE AIN IN 30' CONC. BASE,
TOTAL HEIGHT CF 28'-8'
ECA18-1-311-4004X-125-88P
S8
4
POLE 1000488 SHOE805 TYPE 9/
400 414
OAROCO 06X1645 - 1400
OMNI AR4 ON 3Tl CONC. 865E
EG(6-1-3114004X-120-97P
TOTAL HECHT FP 2fr-5'
WT
5
WALL SCONCE - 11DIIN= AT
W1964115 48631-100-012'
0'-0' A.T.E. ON EAST 551E
11P
12
swam TYPE W/ 9110E Ala'
400 IN
OAR000 WRING - 1140
MOUNTED AT (5'-0'
ECWta-7-FN-400119
L
VICINITY MAP
N.T.S.
0177.
ACCESS"
USE
2DNNG
094174984:
COW7. TRE
ONE 510817
GROSS SF:
20
Z-3 E)WW 01EN
PROPER11 PROEM
EI4ALIEN
0
6
(
PARKNC
3 ..
t`
y • 671�X�4�I(LONG.
8 00
(T
SOUTHCENTER PARKWAY
w
00
NORTH
10 lo 40
60
SIGN LOCATION
Setback: 27'
From property line.
RECEIVED
AUG 2 0 2001
COMMUNITY
DEVELOPNIEW
3e
`0
9
(J R
CUSTOMER / LANDLORD APPROVAL
DECKER DEVELOPMENT
17305 SOUTHCENTER PARK WAY TUKWILA, WA 98188
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VLMK
CONSULTING
ENGINEERS
3933 SW Kelly Avenue • Portland • Oregon 97239-4393
S:57 -CSI?
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503.222.4453
503.248.9263
vimk@vimk.com
www.vlmk.com
STRUCTURAL CALCULATIONS
RECEIVED
for AUG 2 0 2007
COMiYUNnTY
DEVELOPMENT
DECKER DEVELOPMENT
SIGN POLE
17305 Southcenter Parkway
Tukwila, WA
for
Sign -Tech Electric
Campus Business Center
33759 9th Ave.
S Federal Way, WA 98003
Prepared By: JNF
VLMK Job Number: 206609.1
June 28, 2007
I Structural Engineering • Civil Engineering • Industrial Engineering • Planning • Studies / Evaluations • Entitlement
VLMK Consulting Engineers Inc.
Structural Calculations DC -2
Decker Development Pole Sign
Decker Development Sign Pole
17305 Southcenter Parkway
Tukwila, WA
VLMK JOB NO. 206609.1
STRUCTURAL CALCULATIONS FOR BUILDING PERMIT
June 28, 2007
TABLE OF CONTENTS
Design Outline and Criteria DC -1
Calculations C-1 thru C-4
DESIGN CRITERIA:
CODES:
Based on the 2003 international Building Code
DESIGN LOADS:
MATERIALS
Concrete:
Footings
Reinforcing Steel:
ASTM A615, Gr.60
ASTM A706, Gr.60
Structural Steel:
Structural Tubes
(If rebar is to be welded)
ASTM A500 Gr.B
GMcad20612068091CA1.C31Design Criteria - IBC - Phase 1.doc
f 'c = 3,000 psi
Fy = 60 ksi
Fy = 60 ksi
Fy = 46 ksi
2
A
FRONT ELEVATION
POLE SIGN
Q Metal Flashing: Painted Adirondack
SW2020
0 Sign Cabinet: Aluminum fabricated,
internal lit, double sided to accommodate
multiple tenant panels. Cabinet color
painted Threshold taoup Sw2023
® 4" SCH 40 steel tube stub out
® 10" SCH 40 steel tube. Painted threshold
taope 51,42023.
0 Concrete footing
Fife BacMess Perk
61f7gelbeHow Eist,&m.,!
Rre WA asst
Piero: 7079224/40 Grra: 70871,9020
FM: 21.1.2.741U
ORM
DECKER DEVELOPMENT
COSTUMER / LANDLORD APPROVAL
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c, 05/09/07
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17805 SOIJTtrCHNT6R PARK WAY TUKWILA, WA 48188
811141‘110.016_
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SAME
SIGNATURE
DATE
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VLMK
CONSULTING
ENGINEERS
3933 SW Kelly Avenue • Portland • Oregon 97239-4393
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503.222.4453 503.248.9263 GI
a InI.IND.LoPi) NG. — NE„. 'SLE 5.•CG►J
4J�NP..:S.?EED1 .0 = 8S tiF
EXI .$..vRE = 3.
P130= 154p5F
. Ps. = moi •rw1 stn = .�/• o)!,,o� i �59.PSF� I5 °I PSF :
Job DECKL-ik DEVEL6Pt1ErvM
c,a 5.1-61 – TEc.H
Job No. ao6(oq.1 By SNF
Date 0f%28/07 3 -,est No. Z-23_
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Mr
WI= ISA P5P.63N5.').= 135, 1S FtE.
W2 = f5.9 PSF(I.s,) .= 3,s5.eLF1.
W3 = 159 PSF. (2,83'). :IT 45109 {'LF :
= 135.15PLF(8%t3') = 1,1 '13, 37,x* +7,
P °= ?3,15 Pi-F(I3,I?) = 31+1,10 #@. 13:n'
r, .= LIS l P.LF ($•$3') =. 31 1.,-10 ++e 6,51'
•
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VLMK
CONSULTING
ENGINEERS
3933 SW Kelly Avenue • Portland • Oregon 97239-4393
P
503.222.4453 503.248.9263 0
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job PaKEK 1EVFL4PMair
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VLMK Consulting Engineers
3933 SW Kelly Ave
Portland, OR 97239-4393
Phone (503) 222-4453
Fax (503) 2148-9283
530002
User:
101983-200S
L�rct1983-
G'3
Title : Decker Development Sign Pole Job # 206609
Dsgnr: Date: 9:37AM, 28 JUN 07
Description :
Scope :
Ver 5.88.,0p, 1-DeC 2003
Ll Englneerino software
Pole Embedment In Soil
Description
Rectangular pole with Point & Uniform Loads Phase 1
Leneral information
Page 1
2o6809.ecw:caicuIatIons
Code Ref: 1997 UBC 1808.8.2.1, 2003 IBC 1805.7.2, 2003 NFPA 5000 36.4.3 0
Allow Passive 200.00 pcf Applied Loads...
Max Passive 1,500.00 pef Point Load' 1,193.37 Ibe
Load duration factor 1.333 distance from base 17.600 ft
Pole is Rectangular
Width 59.000 in Distributed Load 15.90 It/ft
No Surface Restraint distance to top 13.170 ft
distance to bottom 0.000 ft
Summary
Moments @ Surface...
Point load
Distrbuted toad
Without Surface Restraint...
Rewired Depth
Press 1/3 Embed...
Actual
Allowable
21,003.31 ft-#
1,378.92
436.33 psf
43728 psf
Total Moment
Total Lateral
22,38223 ft,#
1,40277 lbs
Code Ref. 1997 UBC 1808.8.2.1, 2003 IBC 1805.7.2, 2003 NFPA 5000 36.4.3 11
Applied Loads...
Point Load
distance from base
VLMK Consulting Engineers
3933 SW Kelly Ave
Portland, OR 97239-4393
Phone (503) 222-4453
Fax (503) 248-9263
Litet k 72g vers.&0.1c.2003
cn9832003 Qdl3fCALC Fn9fneering svtware
Description Rectangular pole with Point & Uniform Loads Phase 1-
c -K
TlUe : Decker Development Sign Pole Job # 206609
Dsgnr: Date: 9:37AM, 28 JUN 07
Description :
Scope :
Pole Embedment In Soil
Page 1
206608.ecw calculations
eneral Information
Allow Passive
Max Passive
Load duration factor
Pale is Rectangular
Width
No Surface Restraint
Summary
250.00 pct
1,500.00 Psf
1.330
59.000 in
Distributed Load
distance to top
distance to bottom
397.70 Ibs
17.600 ft
15.90 #/ft
13.170 ft
0.000 ft
Moments ® Surface...
Point Toad 6,999.52 ft-# Total Moment 8,378.44 ft-#
Distributed load 1,378.92 Total Lateral 607.10 Ibs
Without Surface Restraint..
Rem Depth 3.250 ft
Press 1/3 Embed...
Actual 358.18 psf
Allowable 358.39 psf
FRONT ELEVATION A/lat4Fi= 7�
POLE SIGN
8I
8'-6"
5;,0 S Fi= Ako
0 Metal Flashing: ('ainted Adirondack Sw2020
Sign Cabinet: Aluminum fabricated, internal lit,
double sided to accommodate multiple tenant
panels. Cabinet color painted Threshold taoup
5w2023
• 4" SCH 40 steel tube stub out
10" SCH 40 steel tube. Painted threshold taope
Sw2023.
O Concrete footing
• 111=111=111= —111=III-111=
SI, ,11 1-11 II—I11= _I I II -111=1111
—I I I-111= =III—III=
`; . 1111111111= Ell 1E11
`;III= -III
LSi
to
4'-11" 4-'-11"
Scale: 1/4" = 1'
® RIGID CONDUIT
SIGN FRAME
WELD /ROUND PIPE
SIGN DETAIL
NOT TO SCAT:
PIPE
CENTER POtE SUPPORT
THROUGH SIGN
114111WIN Ma' RETAINERS
FACE
STUB OUT DETAIL
NOT TO SCALE
MOUNTING POLE
1/2- PLATE. 10' PIPE WITH
4' ROUND HOLE ON CENTER
PLATE WELDED TO ROUND TUBE
4" ROUND PLATE WELDED TO
END OF 10' ROUND TUBE
10' ROUND TUBE
1/2' PLATE, 10' PIPE WITH
4' ROUND HOLE ON CENTER
PLATE WELDED TO ROUND TUBE
4" ROUND TUBE
1/2" PLATE. 10' PIPE WITH
4' ROUND HOLE ON CENTER
PLATE WELDED TO ROUND TUBE
g
CUSTOMER 1 LANDLORD APPROVAL
w
z
c
DECKER DEVELOPDAERIT
17305 SOUTHCENTER PARK WAY TUKWILA, WA 98188
1-
L7
5
3
IF
ii
' Fi :1'
47 Y
A
•
SITE PLAN
PROJECT TEAM
ER ERRE LIC, DIMS 10 LAC, 8 SC 3 UC ALL AS TENANT IN COM(ON
BRAD DE0(EL WAGER
117 E. LOUISA 5T, SURE 230
5L1TRE, IA 98102
(208) 545-48844 (206) 345-4967
BRAD DECKER
EMAIL
MOIRECT:
CNA Ea811EER
LANDSCAPE
ARCHITECT:
LAIILE MUELLER 0 *00006IES
130 IAK SIDE, SUITE 230
MAINE, WA 98122
323-2553 (208) 328-0554 FAX
BOB MEDS
EARL ps4lmuelc.cm+
5RE 0EVEI.OPWM SEMMES
310 208114 ST. 5.1
WHEEL, WA 95012
125) 481-9587 (425) 485-7199
DAVE DOUGHE TY
EARL dnw.4d40onncml.n41
LAUQIUN R, BE7NJIE AS50CATES
P.O. BOR 1442
11WIE ?ALLEY, NA 96038
W4.32 3-91477
AC11.00.[1045 8TNu(E
80101 I6481unAm4dYpH1p.46m
LEGAL DESCRIPTION
-1RF.YISE0 LEGAL DESCRIPTIONS
APN 262304.9024
THAT PORTION 0E 711E S(NTILBiANT (P 1ART 15OF TL011 SOIrtTIWESTQUARTPR OI'
SECTION 76,111%7181UP 23 NORTH. RANGE :PAST. 4'.51 BE(11.NNINti A'f'fHL
SOVri BAST c1)RNER01 7181 SOIIIHEAST QDAR11R01' THE S(II 1'I'IWEST
QUARTER. 111ENCE 748745.1r W. 491.05 }TET 15,171E WESTNMAR01N CR1
80111T4Q1N11(6 PARKWAY, DR70151N 11.3433.'1V A3*IN(1SAII.I MARION, 839.38
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PARKING LANDSCAPING
FRONT PARKING IANDS50440:
REOL4REN 41 STALLS K 15 U. 615 S.F.
PROPOSED: 825 S.F.
BALK PARKING UWDSCIP8O:
81511180* 8STALL5 , 10 S.F.. CO SF.
PROPOSED, 303 S.F.
WO. DISTANCE FROM STALL TO 1A100040INO K 100'-0'
NARKING N01F
SC -3 (17401 5301ACp1ER PARNNAY) 1185 90 PARKING STALLS AND R000FE5
ONLY 55 50115.
51-41 17306 SOUR(CEOER PARKWAY) WLL HAW A COVENANT PARKING
)Yr WIN 5C-3 TO USE DC 20 SPACES SWIM.
SITE & BUILDING STATISTICS
USE
10NHQ
OCCID04CY
00114x. TYPE
ONE STORY
GROSS SF:
PAX RETAIL. REGULAR RETAIL t STONKE
TUC
4
NA SPR6F0f9ED
23,014 SF.
EXTERIOR LIGHTING LEGEND
18041
Ott
DESCRIPTION
LIMP
MAMUFAC1USER 44 NUMBER
SA
3
POLE MOUNTED 56015158 TYPE W/
5108.E ARM 04 30' coat amt.
TOTAL HEIGHT OF 28'-e'
400 MH
CAROM WOW - EAKO
ECA18-1-314-40I14-120-SRP
5B
4
POLE MOWED SHOEB02 TYPE 4/
OOILLE URN ON 301 CONE BASE.
TOTAL CENT OF 28'-8'
400 191
040,0 11C1,i4O - (1(00
ECA18-1-3H-40015-1200-EPP
01
5
MNL SCONCE - 1OLN701 AT
8'-D' A.F.F. 071 1161 SOF
WOWS 0831-880-102
WP
12
5130055 1814 4/ SINGE ARM
MOUNTED AT 18'-0'
400 lel
CAROCO 11GH(540 - (MCO
ECW18-1-FH-400161
VICINITY MAP
5.7.5.
F A sa1RWFi¢•
PROPOSED
RETAIL BUILDING SC -5
USE
SONNG
O0S1. 184E
01E STORY
GROSS SF:
BLU( RET4L, REGULAR REM. 44 STOPAOE
TUC
VB. SPRp9(tFRED
25,514 S.F.
PM1(545 Po)0'2
BULK REIN. 1587041 0 1/400 = 50
REGUUR RMS. 4,0030 0 1/250 - 18
51004E 1,045 0 1/1000. 1
P4RKN0 DOWN:
REMOVE EXIST.
TONY ROMAS
BLDG.
Fr CEN. • 27.00'
STREET FRONTAGE
215'
117305 SOU1NCD11Qi PARKWAY
EXISTING
ETHAN CM
FUS STORE
(RETAIL)
20
5C-3 ETHAN ALLEN
08081(87 PROPERTY
ALLEN
EIAN
PARKING
CAP
` E9'
CONE. GAB
7
0
7
rn
SITE PLAN
00
SOUTHCENTER PARKWAY
0)
•
SIGN LOCATION
Setback: 2T
From property line.
P -S r .vi D
0 2 0 2.001
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0
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CUSTOMER / LANDLORD APPROVAL
ct
1
DECKER DEVELOPMENT
17305 SOUTHCENTER PARK WAY TUKWILA, WA 98188
E-
pP
0
O
01
U
8
City o'ukwila PE
Department of Community Development
6300 Southcenter Boulevard, Suite 100
Tukwila, Washington 98188
206 431-3670 , :
PERMANENT SIGN PERMIT A PLICATION
i L'ar eye /0").1 /
Business Name
Applicant/Contact
S c o — 7ea -.76-5761'c
Contractor
Please print
1730 5 / e0.4714- P466-7
Address of Sign
Si/3AC//A•yC #42 F;r w4 9?4'2./
Address. City, Stafe, Zip
¶f(j c1--1Ac ;et/02,Pre, i4 91/2 /
Address, City, State, Zip
3 sets of plans (dimensioned and scaled), including
site plan showing:
• Property lines
• Streets
• Buildings
• Locations of all existing and proposed signs
▪ Sign elevations with area calculations and
dimensions
O Building elevations (for wall signs)
ESupporting structure and method of illumination
One copy of valid Washington State contractor's license
Er $1 00 application fee per sign
See back of form for examples
Is yg sf sign a:
reestanding sign 15 or more feet in height
Pole sign with face 30 square feet or more in area
0 Wall sign weighing 400 pounds or more
if any of the above are true, the application must go through
structural review.
q/96
Phone .
041 - 907—
Phone
.253— 92Z — Ziy‘
Phone
STRUCTURAL REVIEW CHECKLIST:
❑ $84 for structural review (if actual cost to the City is
greater, you will be billed when you pick up your permit).
❑ Construction details to describe the proposed foundation
or wall attachments (see back of form for examples)
❑ Structural calculations for the sign shall be prepared by a
Washington State structural engineer
SIGN DESCRIPTION
How many signs will list this business? Freestanding . _____ Wall
Did building go through design review? ❑ Yes ❑ No
WALL SIGNS:
#1
#2
#3
#4
Wall area (length x height) where the sign will be
mounted? (square feet)
Sign size(square feet)
Does sign face residential zones or public facilities?
(Y/N)
Exposed neon tubing is not allowed within 200 feet of
LDR, MDR or HDR zones.
Does wall sign weigh more than 400 pounds?(Y/N)
Sign illumination (internal/external/none)
FREESTANDING SIGNS:
#1
#2
Street frontage of the entire premises where the sign will be located (feet). Generally, only
one freestanding sign is allowed per premises.
2/ 5 0._
Height of building (feet). Generally, signs may not be higher than the building with which they
are associated
�^
.J0
Size of sign face (square feet). Structural review is required for pole signs with faces 30
square feet or more in area
, ,A. /i�
Sign height (feet -inches). Structural review is required for signs 15 feet or more in height.
►d-�t
0202 v`/ 1 -
Distance from closest edge of sign to property tines (feet). Generally, signs must be set back
from all property lines a distance equal to their height.
I
2? -214
Number of sign faces
2
INSPECTIONS
If Ile sign needs structural review, the applicant or installer is required to call the Building Division at 431-3670 for footing or bracket
inspections. Footing inspections must take place before concrete is poured. Bracket inspections must take place before sign is
installed.
. structural inspection is required for all signs when installation is complete. The applicant or installer is required to call the Planning
Jivision at 431-3670 for a final inspection.
It is the responsibility of the installer to obtain the electrical permit and inspections from the Washington State Department of Labor and
Industries at (206) 248-6630.
SIGN PERMIT APPLICATION IS VALID FOR 180 DAYS AFTER ISSUANCE.
I HEREBY CERTIFY that the above information furnished by me is true and correct under penalty of perjury by law in the State of Washington. and
that the applicabl requirements of the City of Tukwila will
/7/10'7
Date
Zoning:.
(Signature of owner or au
agent)
FOR OFFICE USE ONLY
Planning review by:
❑ Denied 0 Issued
9'; 3- 92 a- 2/64
Phone
❑ Issued with conditions
Structural review required es 0 No Structural review by: __
0 Denied ler Approved
0 Approved with conditions