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Home My WebLink AboutPermit S2000-051 - QUALITY INNQUALITY INN 13050 48T" AVE S S2000-05 FREE STANDING SIGN • SITE INSPECTION (PLANNING) File No. S2000-0051 Name of Tenant: Quality Inn Sign Address: 13050 48 Ave S. Date Photo Taken: 12/5/00 x Sign appears to conform to permit application Sign appears different from permit application Sign not installed as of (date) Make new site visit and taken photo by (date) Comments: City of Tukwila • (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 PERMANENT SIGN PERMIT Status: ISSUED Tape: P-PSIGN Category: FREE Address: 13050 48 AV S Location: BETWEEN INN AND 1-5 Parcel #: 000300-0030 Zoning: C/LI TENANT QUALITY INN OWNER SILVER CLOUD MOTELS 2503 IS1S.T PL NE, REDMOND WA 98052 CONTRACTOR BERRY NEON P.O. BOX 5269, LYNNWOOD, WA 98046 PLANNER ART PEDERSON Permit No: 52000-051 Issued: 08/15/2000 Phone: Phone: 425 776-8835 *•k**•k:4*:L.k**.f•.kA:l•k:i•*:k:*k*k•**:(*A•:1•kAkk:kk*•kk:i::•*r•k**;l'k:t•kkk.k*kkk*:k*4*•kkkkk;k*•k*::•*:i••k* Permit Description: "QUALITY INN" POLE SIGN Total Permit Fee: 134.00 PERMANENT SIGN: SIGN LIGHTING: INTERNAL WALL SIGN - Wall Area (Sq. Ft.): .00 Wall Sign Size (Sq. Ft.): .00 Face Residential Land: FREESTANDING SIGN - Street Frontage for Entire Lot (Ft.): 354.00 Bldg Height (Ft.): .00 Sign Size (Sq. Ft.) : 242.00 Sign Height (Ft.): 45 (In,): Setback (Ft.): .00 Number of Sign Faces: 2 ;:k*:k*;t•.•*Ak:+..k.,:i;k•kk*k:k:kA;k•k*y;t:r•k•k:i•k•k;k;Lk•ks;+k.k;i;kk•kkk•k•k:kk•k•k:rA•k;1;r•k•kkk;4:k:kk:lA..k*.d.**k 7-/ s-- 0° Planning Division Authorized Signature Date It is the responsibility of the installer to obtain the electrical permit and inspections from the State Electrical Department. The applicant or installer is required to call the Building Division at (206) 431-3670 for a final inspection. THIS PERMIT SHALL BECOME NULL AND VOID IF THE WORT•'. 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. City of Twila, Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 (206) 431-3670 PERMIT DATE: $2 606) RECFIvFD CITY OF TUKWILA JUL 13 2000 PE' ,4 PERMANENT SIGN PERMIT APPLICATION Qvq /; /,, ZNA/ Business Name 54 4_ ve-FPLo ( N Applicant/Contact pE- rev. Contractor / W o.v /3oso Please print 4(8'6 i4ve. S Address of Sign Ro. Bcs 3-7 6 9 L1r,,A," '-Oc., c.,4 Address, City, State, Zip Po. /33z6S L1o Address, City, State, Zip z66- 2- fJ— Z2 o0 Phone 1126= 776— 8835' Phone 91.5-- 776- gals— Phone CHECKLIST Separate application required for each sign proposed 3 sets of plans (dimensioned and scaled), including site plan showing: • Property lines • Streets • Buildings • Locations of all existing and proposed signs B -Sign elevations with area calculations and dimensions • Building elevations (for wall signs) Supporting structure and method of illumination J One copy of valid Washington State contractor's license $50 application fee per sign, or .50 cent per sq. ft., whichever is greater. See back of form for examples Is your sign a: freestanding sign 15 or more feet in height ole sign with face 30 square feet or more in area O Wall sign weighing 400 pounds or more If any of the above are true the application must go through structural review. 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) � - tructural calculations for the design of the details prepared by a Washington State structural engineer SIGN DESCRIPTION Is the sign: 0* Internally lit 0 Externally lit 0 Not lit Does the sign face residential zones or public facilities? O Yes ,Q'No Exposed neon tubing is not allowed within 200 feet of LDR, MDR or HDR zones. Did building go through design review? O Yes ,Q'No Including this sign, how many signs will list this business? Freestanding 0 Wall WALL SIGN: What is the wall area (length x height) where the sign will be mounted? square feet Wall sign size: square feet Does wall sign weigh more than 400 pounds? ❑ Yes ❑ No If the sign weighs more than 400 pounds it requires structural review. See checklist for additional information required. FREESTANDING SIGN: Street frontage of the entire premises where the sign will be located: 3,5--V feet Generally, only one freestanding sign is allowed per premises. t� 11U7" s Size of sign face: 'square feet - Structural review is required for pole signs with faces 30 square feet or more In area, (see checklist for additional information required). Number of sign faces: Heht obuilding:gnmay feet Generally, signs may o e higher than the building with which they are associated .• �/ L Sign height: 7 feet if inches Structural review is required for signs 15 feet or more In. height, (see checklist for additional Information required). Distance from closest edge of sign to property lines: S 3 feet Generally, signs must be set back from all property lines a distance equal to their height. INSPECTIONS If the 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. A structural inspection is required for all signs when installation is complete. The applicant or installer is required to call the Planning Division 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 IS VALID FOR 180 DAYS AFTER ISSUANCE. I HEREBY CERTIFY that the above information furnished by m• is true an the applicable requirements of the City of Tukwila will be me 7 /3/ 0 Date Zoning: (Sign correct under penalty of perjury by law in the State of Washington, and that ur ': owner or authorized agent) FOR OFFICE USE ONLY Planning review by: O Denied `/zs- 7 7 6 Ss 3s - Phone 0 Issued 0 Issued with conditions Structural review required114, ? Yes 0 No Actual time spent to review Structural review by: O Denied Approved Additional charges for time over 2 hours 0 Approved with conditions 8`1421 Comments or Conditions: TTukwi1aTrain Sign Area I Sign Area is calculated by constructing a polygon around the sign using right angles. Building Elevation Wall Area is calculated by multiplying the length and height of the tenant space. Existing Property Lines Site Plan Show applicant space and all existing & proposed signs. SITE/LEASING PLAN ALL BION! ANU COMPONENTS Ant UL APPROVED AND MEET ETA's ANU LOCAL P01101N0 AND ELECTRICAL COORS 311!!1 METAL LETTERE • SACKS S 310E3 5110E0 ME1AL RETURNS r IAM CA' PLE%AE%AN FACE NE0111000 GLASS 87 AMU TWO 1 1R• HOLE non LETTER t1WI11PN 1R FLEX CONNECTOR f VYFLE% CCNOUTT -_4n0111CN51ONWOE TRANSFORMER 00% TRANSFORMERS NOT OVER VOLT to sCREW ImOHO FACE AS HEEDED AROU110 EACI1 LETTER -4- UEPIII OF EACH 1111011 30R S 0 00L15 ASR 0111RE01 wn1L Wall Mount Detail For all wall mounted signs over 400 lbs: STCtL.PWT1O 0.1EL.00o "1b 0CL.E 0.10 ATrAc0I EO "f., %• HEW, SCAT-T`fV. Footing Detail For all Freestanding Signs EXAMPLE OF REQUIRED INFORMATION ilrBig Store T01HA4E Building Elevation Wall Area is calculated by multiplying the length and height of the tenant space. —4 ) Existing Property Lines Site Plan Show applicant space and all existing & proposed signs. SITE/LEASING PLAN ALL BION! ANU COMPONENTS Ant UL APPROVED AND MEET ETA's ANU LOCAL P01101N0 AND ELECTRICAL COORS 311!!1 METAL LETTERE • SACKS S 310E3 5110E0 ME1AL RETURNS FACE NE0111000 GLASS 87 AMU TWO 1 1R• HOLE non LETTER FLEX CONNECTOR TRANSFORMER 00% TRANSFORMERS NOT OVER VOLT to sCREW FACE AS HEEDED AROU110 EACI1 LETTER Wall Mount Detail For all wall mounted signs over 400 lbs: Sul 40 PaG Footing Detail For all Freestanding Signs EXAMPLE OF REQUIRED INFORMATION ***********4*************************************************** CITY OF TUKWILA, WA !' i TRANSMIT ***********************>)k*************************W*********** TRANSMI1Number: 801.00057 Amount: 50.00 01/17/01 11:23 Payment; Method: CHECK Notation: berry neon Tnit: Mi) Permit No: S2000-051 Type: P -PS] GN PERMANENT S].GN PERM1 Parcel No: 000300-0030 Site Addrewi: 13050 48 AV S Location: BETWEEN TNN AND 1-5 Total Fees: 134.90 This Payment. 50.00 Total ALL Pmts: 734.00 Balance: .00 **************************************************************** Account Code Description Amount. 000/32.2.7.00 SIGN PERMIT 50.00 1660 01/19 9710 TOTAL .. 50.00 **********************#*******'**************,******************* , CITY OF° TIIKWILA, WA TRANSMIT ************************ ************************** *"*********; TRANSMIT Number: R9800343 4Amount:' '84;.00 08/17/00 13:30 Paymeht Method: CHECK Notation: BERRY NEON Init.: AP Permit No: 52.000-051 Type: P-PSIGN PERMANENT SIGN PERM]: Parcel No: 000300-0030 Site Address: 13050 48 AV S Location: BETWEEN INN AND 1-5 Total Fees: 134.00 This Payment 84.00 Total ALL Pmt:;:: 84.00 Balance: 50.00 *************.*************************************************** Account Code Description Amount 000/322.100 SIGN PERMIT 84.00 • 1N7 08/18 9717 TOTAL • 84.00 (Mach And Display Ccrtitir-ttc DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT SPECIALTY ,:. REGI ST : # EXP . ` DATE CCCI -;:cBERRYNC077CM 07/14/2001 EFFECTIVE.DATE 02/14/1993. BERRY NEON CO INC P 0 BOX 5269 LYNNWOOD WA 98046 Detach And Di>pl.ty Certificate DEPARTMENT OF LABOR AND INDUSTRIES LICENSED AS PROVIDED BY LAW AS ELEC CONTR SIGN BERRY NEON COMPANY INC PO BOX 5269 LYNNWOOD WA 98046 ' Project: Quality Inn - Tukwilla For: Berry Neon • Design Loads 1997 UBC: Wind: 80 mph Soil Passive Pressure: 300 pcf. Exposure: C 11'-0" BAKER ENGINEERS, INC., P.S. STRUCTURAL DESIGN 6628 212TH S.W. LYNNWOOD, WA P.O. BOX 1697 LYNNWOOD, WA 98046-1697 SUBJECT: Quality Inn - Tukwilla JOB NO: 00-00-227 BY: JMM SHEET 1 (425) 771-6666 FAX (425) 771-6558 • DATE 8/4/00 • • CI7rOFTUKWILA AUG -72000. 0 PERMIT CENTER STRUCTURAL CALCULATIONS FOR QUALITY INN SIGN EXPIRES 2 / 10 / 2001 4 NOT VALID WITHOUT WET SIGNATURE BAKER ENGINEERS, INC., P.S. STRUCTURAL DESIGN 6628-212' SW LYNNWOOD, WA98036 PO BOX 1697 LYNNWOOD, WA 98046-1697 Eetn -03V EDWIN F. BAKER, P.E. COVER SHEET PHONE: (425) 771-6666 DATE: 8-4-00 FAX: (425) 771-6558 JOB NO: 00-227 . • BAKER ENGINEERS STRUCTURAL DESIGN PO BOX 1697 LYNNWOOD, WA 98046-1697 Date: 08/04/00 DESIGN OF EMBEDDED POLE FOOTINGS Berry Neon Job 00-227 Allow Passive Max Passive Load Duration Factor Point Load Load Height Dist. Load Start Height End Height Pole Type Width/Diameter Surface Restraint DESIGN. DATA • • 300.0 psf 0.0 psf 1.330 4700.0 # 35.00 ft 0.0 plf 0.00 ft 0.00 ft ' :Rectangular • 60.0 in Free -SUMMARY Moments@ Surface... _ -_: _;=; ;- 1 • ; 164500.0 ft-# : 164500.0 ft-# 4700.0 # Point Load Uniform Load ... Total Moment Total Lateral Load NON -RESTRAINED RESULTS• Min. Req'd Embedment A(1 +(1 +4.36h /A)'.5)/2 A = 2.34P/(S 1 b) Press @ 1/3 Embed Actual Allowable RESTRAINED RESULTS - Min. Req'd Embedment (4.25'P'h/S3'b)'.5 Pressure @ Bottom Actual Allowable Surface Restraint Force 8.16 ft 1084.6 psf 1085.5 psf BAKER ENGINEERS, INC., P.S. STRUCTURAL DESIGN 6628 212TH S.W. LYNNWOOD, WA P.O. BOX 1697 LYNNWOOD, WA 98046-1697 SUBJECT: Quality Inn - Tukwila JOB NO: 00-00-227 BY: JMM SHEET 3 (425) 771-6666 FAX (425) 771-6558 DATE 8/4/00 • P=CeCgQsIw HEIGHT Ce Cq Qs Iw P 0'-15' 1.06 1.4 16.4 1 24.3 15'-20' 1.13 1.4 16.4 1 25.9 20'-25' 1.19. 1.4 16.4 1 27.3 25'-30' 1.23 1.4 16.4 1 28.2 30'-40' 1.31 1.4 16.4 1 30.1 40'-60' 1.43 1.4 16.4 1 32.8 • HEIGHTAREA - P FORCE(#) M. ARM M (k -ft) 0'-15' 15*1 = 15.0 24.3 365 7.5 2.7 15'-20' . 5*1 = 5.0 25.9 130 17.5 2.3 _ 20'-25' 5*1 , = 5.0 27.3 137 22.5 3.1 25'-30' 5*1: ... = . 5.0 28.2 141 27.5 3.9 30'-40' =' - 5*1 + 5*11 = 60.0 30.1 ° 1805 35.0 63.2 ' 40'-60' ` ` 6* 11 = , 66.0 32.8 2167 41.9 90.7 (1) POLE RESULTANT: TUBE DESIGN: Mu = S rq'd = TOTAL H= 4.7 k * 165.9 - 4.74 165.9 k -ft 4.7 = 4.7 k - 35.0 (see calcs below for required footing sizes aryl embedment) 4.74 35.0 = 165.9 k -ft 165.9 * 12 0.66*(1.33)*42 Using Round Pipe Extra Strong 12" Diam. S=56.7 in > 54 in ok 54.0 inA3 7,0J3 tz. BAKER ENGINEERS, INC., P.S. STRUCTURAL DESIGN 6628 212TH S.W. LYNNWOOD, WA P.O. BOX 1697 LYNNWOOD, WA 98046-1697 SUBJECT: Quality Inn - Tukwilla JOB NO: 00-00-227 BY: JMM SHEET 2 (425) 771-6666 FAX (425) 771-6558 DATE 8/4/00 GENERAL STRUCTURAL NOTES c/ENERAL: THE FOLLOWING STRUCTURAL NOTES ARE SUPPLEMENTARY AND ARE NOT INTENDED TO SUPERSEDE THE SPECIFICATIONS AND/OR DETAILS SHOWN ON THE DRAWINGS. CODE: ALL CONSTRUCTION SHALL CONFORM WITH THE UNIFORM BUILDING CODE (UBC) 1991 EDITION. PESIGN LOADS: BASIC WIND SPEED SOIL 80 MPH (EXPOSURE C) 2000 PSF (DESIGN BEARING) 300 PCF PASSIVE SOIL PRESSURE CONCRETE: THE SELECTION OF MATERIALS FOR AND THE MIXING AND PLACING OF ALL CONCRETE SHALL - CONFORM TO THE REQUIREMENTS OF THE UNIFORM BUILDING CODE, 1991 EDITION. MATERIALS SHALL BE PROPORTIONED TO PRODUCE A DENSE, WORKABLE MIX HAVING A MAXIMUM SLUMP OF 4 INCHES, WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS -FREE SURFACE WATER WATER -CEMENT RATIOS FOR VARIOUS CONCRETE STRENGTHS (f'c) SHALL BE AS SHOWN BELOW. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28 -DAY CYLINDER TESTS. A WATER - REDUCING ADMIXTURE, CONFORMING TO U.B.C. SECTION 1903.6, SHALL BE USED IN STRICT ACCORDANCE: WITH THE MANUFACTURER'S RECOMMENDATIONS. AN AIR ENTRAINING AGENT, CONFORMING TO U.B.C. SECTION 1903.6, SHALL BE USED IN ALL CONCRETE MIXES FOR WORK WHICH IS EXPOSED TO EARTH OR WEATHER THE AMOUNT OF ENTRAINED AIR SHALL BE 5% V- 1% BY VOLUME. THE CONCRETE SHALL BE AS FOLLOWS: MAX GALLONS OF f'c WATER PER SACK (pet) OF CEMENT 2500 6.10 MAX GALLONS OF WATER PER SACK MIN -SACKS OF CEMENT WHEN OF CEMENT USING AIR PER ENTRAINING AGENT CUB. YD 5.5 5.0 SPECIAL INSP. NO STRUCTURAL STEEL: STRUCTURAL STEEL SHALL BE ASTM A-36, F -j e 36,000 PSI EXCEPT PIPE SHAPES 51-4ALL BE ASTM A501, Fy■361)00 PSt, A-53,- GRADE B, TYPE E OR 5, Fy■ 35,000 PSI AND TUBE SHAPES SHALL BE: ASTM A500 GRADE. B, RJ■ 461)00 PSI. DESIGN, FABRICATION AND ERECTION SHALL' N ACCORDANCE WITH THE LATEST EDITION OF THE "AIS.0 SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". ALL BOLTS SHALL CONFORM TO.THE LATEST ASTM SPECIFICATION A325, BOLTS 3/4 -INCH DIAMETER UNLESS NOTED en-ER111SE. ALL WELDING SHALL CONFORM TO TWE LATEST EDITION OF THE A.W.5. D1.1 "STRUCTURAL WELDING CODE". ALL WELDS SHALL BE 3/15" MINIMUM UNLESS OTHERWISE NOTED. WELDING ELECTRODES SHALL BE E10XX LOW HYDROGEN ELECTRODES FOR MANUAL SHIELDED METAL -ARC WELDING OR EQUAL ELECTRODE FOR OTHER WELDING PROCESSES. WELDED JOINTS SHALL CONFORM TO A.W.S. PREQUALIFIED JOINT DETAILS FOR WELDED CONSTRUCTION. ALL WELDING SHALL BE PERFORMED BY WA.8.O. CERTIFIED WELDERS. ALL STRUCTURAL STEEL AFTER FABRICATION 51-4ALL RECEIVE (I) SHOP COAT OF AN APPROVED PRIMER AND (1) FINISH COAT AFTER ERECTION. COLOR AND PAINT IN ACCORDANCE WITH OWNERS INSTRUCTIONS. FIELD BURNING OF HOLES 15 NOT ALLOWED WITHOUT INSPECTION BY ENGINEER PROVIDE WASHERS ON ALL BOLTED CasNECTlONS. ALL STEEL NOT EMBEDDED IN CONCRETE OR MASONRY TO RECEIVE ONE SHOP COAT OF AN APPROVED PRIMER PAINT, APPLY TWO COATS OF HEAVY ASPHALTIC PAINT TO ALL STEEL EXPOSED TO EARTH. MISCELLANEOUS: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT JOS SITE INCLUDING BUILDING AND SITE CONDITIONS BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR SAME. ALL DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER BEFORE PROCEEDING WITH THE WORK. UNLESS EXPRESSLY STIPULATED, NO ADDITIONAL. ALLOWANCE WILL BE MADE N THE CONTRACTOR AND/OR MANUFACTURER'S FAVOR BY VIRTUE OF ERRORS, AMBIGUITIES AND/OR OMISSIONS WHICH SHOULD HAVE BEEN DISCOVERED DURING THE PRE ARATION OF BID ESTIMATE AND DIRECTED TO THE ATTENTION OF THE ENGNEER N A TIMELY MANNER ANY ERRORS, AMBIGUITIES AND/OR OMISSIONS N THE DRAWINGS OR SPECIFICATIONS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY IN WRING. NO WORK 15 TO BE STARTED BEFORE CORRECTION IS MADE. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACINGS AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENNGS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL COORDNATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. PO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. THE DETAILS 514OUJ4 ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THESE DRAWINGS 51-1ALL NOT BE CARRIED OUT WITHOUT WRITTEN PERMISSION FROM THE ENGINEER THIS DRAWNG IS THE EXCLUSIVE PROPERTY OF THE ENGINEER AND CAN BE REPRODUCED ONLY WITH THE PERMISSION OF THE ENGINEER N WHICH CASE THE REPRODUCTION MUST BEAR THEIR NAMES AS ENGNEER PREFABRICATED ITEMS TO BE HANDLED AND NSTALLED PER MANUFACTURERS RECOMMENDATIONS. 11'-0" PIPE 12 / X -STRONG 5'-0"x5'-0" x 8'-6" FOOTING 5 -0" 2szoo CII1OF '"ED TUKWILA AUG - 7 2000 PERMIT CENTER •en1 ui 6. =O N O 1c-‘1 Z �} (0 J Ot"— ® i N m O® ( . r/4-boiste EXPIRES 2 / 10/2001 trrct W Q Z <E D 4 cn W Z DRAWN BY: TJM SHEET NO. > • jsi , 4 7•••' _-• ▪ ---�- ___ t S, rx- ca :Fort pMAsd -•• ;�cF v --- ��. g:'J�, ' -tea•• I �/ • • • ---III i •__-..._-__.•-• =\ i/S }• .,/_ I : i.7.....__..,..0'i; jf--. }•'- r • • 2: ; /c:S' 2 p�'�/ti,e o' re -K TPf V•ty•G • ;,.quo �.tx o f . rte- 4 Tt7 ; -f. :Astc:W our pt --K r- J Aerr-aVW r3-' _•_u •t- • L iUKv A; 2 r\i 7i . • 'FUT1: at 07-5 L. 1 r • • 07. t RECEIVED CITY OF TUKWILA 1• `43-cityc� F i GAOL £ •14.5 _ �...-f ty�• fs : I11 :,- /n- '/a'-; 2S• r5- /.-•------ il .-IAS.r L - • — bHA 15 : ▪ NOTE.: rata `:4taL : / a -DEs. YL TrL C. _ z•rt••=4 S1Att S- Fen JC we,. .---\ EXHIBIT A That portion of the Stephen Foster Donation Land Claim No. 38 and the Cyrus C. Lewis Donation Land Clain No. 37, Sections 11, 14 and 15, Township 23 Norlh, Range 4 East W.M., records of King County, Washington, Described t:s. follows: Commencing at a concrete monument at the intersection of the centerline of the City of Seattle Transmission Line Right -of --Way, with the centerline of 48a Avenue South as recorded under Recording No. 6313596, records of King County, Washington; THENCE North 41 degrees 45'35' East 533.7 feet; THENCE South 48 degrees 14' 25' East 25 feet to the Southeasterly margin of said 48d• Avenue South and the true point of beginning; - TFICNCE continuing South 48 degrees 14' 25' East 196.32 feet, more or less, to the Northwesterly margin of Primary State I Iighway.No. 1, as established by Judgement and Decree of Appropriation in King County Superior Court Cause No. 591370; • - • - TFI ENCE North 52 degrees 46' 36' East along said Northwesterly margin 6.85 feet; THENCE North 45 degrees 12' 32' East along said Northwesterly margin 127.80 feet; THENCE North 51 degrees 53' 34' East along said Northwesterly margin 203.04 feet; : THENCE North 38 degrees 29'. 17' East along said Northwesterly margin 151.42 feet; THENCE North 48 degrees 14' 25', West 230.17 feet, more or less. to the Southeasterly margin of 48' Avenue South; . - -• : ; ._: _ (144) ... �•�I f I • 1 . f4 aFl a �f 3)1a •;''•:E1-'5V:/l3. FIs--.� a -- ' r• IL - t } d 43 ,.iI▪ � • 14,3 /%9 • . a • T: "7"; -. y: i .4 • I/. 1 rExr: r,..3 • ../?e oL ITL rrr.rtti-••Cre:ACES NOTE /1 A$I/JOICAILO W(T.l cfCCLL — _- i{ Ip��••5 (:AA ) AAf ,*SL 14.1 SCJ • JALK ?�§,` I xz , :Tito - r. t4: cj3: tcE •c - . v,L t t. Vert s/tiee-�aorT.•• iv .4 . �.� 1 `.:. LEi..v 'i , pa..S,i • ;r+cn;/4/ •; .1 ••• `�� - �r 1Si , t i47.2• 1 oa • :n r • _ _, 4 8 S 4 r' .5 4' ' 4S_' 51_Vi - - -- - - - % N t =u s • S / D i WA GP( Y O err •• •.t�. L ) t r t . ir; .......... � _, • L._ _. ("J!i/E rCOT+w/Lc; FA'C/t/YY _SrcZM To Gx/�t//Jt, srcr.A+. .;n/,4) /N 4t .e .1.11C.) •--- J•-`,� i u r tom. _ 1_Qfi' _ ), 2.s • °- el 4 g TH ./":\j-• 1 71x // / /1 1710 - 1 -O 5c.4 Le -- .000 3 e_ .o00.3 oo - oo 30 Pno.ICCT NAMC £. AOo lCtsO Quell; 47 z.:!v/v /3oSo Tv %C l ./ ;/1 Ai beuag neon 6O(nIVORI P.O. BOX .5269 LYriNWOOD, .WA 90046 PHONI ,('425)776-0035 OCRRYNCO77CM - OCRRYNCOOSL3 pr-opnse 4 41 '-- M 19 35'-0» Urg STRUCTURAL CALCULATIONS FOR BERRY NEON QUALITY INN SIGN TUKWILLA I EXPIRES 2 1 101 2001 NOT VALID WITOUT WET SIGNATURE BAKER ENGINEERS, INC., P.S. STRUCTURAL DESIGN 662E -212TH SW LYNNWOOD, WA 92036 PO BOX 1697 LYNNWOOD, WA 980161697 EDWIN F BAKER, P.E. COVER SHEET PRONE FAX: (425)171-6666 (42S) 771.6518 DATE: JOB NO: J,177, 2000 00.00.227 R P J 1s n>y Per m l f- t S L cOO - o5/ New s ;� Lo c 4 f;oti 4� ize- r stii*LLLr- pGeFv); 1 b 1q /Ve1✓ 6;5 A/ s' -z" x Igg'-o /oIc' Pfp?t� Sic. A/ x /1-0 / '/LL -Cov A d4 -f ion) u$ 5,1 Ant_ Per n,;f 4 S Z Ooo - O S/ Si ,v Are, e 73. 0' �L.L y/'9 / V Se, S n'1C- �.� e- ko.J�v t)A f:c A./ 8 - 1 -p Sc Ge PRoJcc r NAME 6. ADDI,EDD Q v 4? i ; fy z4'N /30So 1/g -L� /4ve. kw;//A L/,4 98162 ben mon cmmpon ' P.O. Dox 5269 LYNNW000, WA 90046 PHONC (:425)776-13335 DERRYNC077CM. DERRYNCOO5L3 INF-OUNIATION SHOWN AS Pr4OV)OOD J.'A( en OVE.0 03Y OWNER / LANDL.O17D / A1'tCI-IITI;CT. • • is' yre:S. • i u •4z� NOTE: Fort prtASE >T- GIcCTE 7nuc 1. • • \ E �4 . ;'SZd / •••14 , 15,3•• * _ :\ /4,J i • • • t• '-1..'LEr• 1St 1. 1As 11;19-14.1. ::NC" 3sl.f. �,pstt3;e , . rG — d e- T° $ Gp Qt<t� our ?'t --K Pial ! t••fl' ,;-f ru �1--r-r o;= iUKvd l.h�• 2 l''‘5.1 7, /7----` 7 r ----.7- / .1..C. 2iT r - • • i Fur::rir - ANNE."( : ••s 'l t!. 1- I 2 , i 1 • viv • • (4•_ 6 / , `;'ter • / -',= ': :h' zr• . /5' pr1A5Y- '--li.HASL ` 4.4.1:0.°C .1 ._ k--....----, I { :{ ,, ►�, __/ c.6,�� -s-- 4 (Cl0i E•: F".-4 eMAsL. : / T f4 -.2r Hca a 1 -t xiv II-DELETG T L/c 2 cArr.•;4--- V; STALLS- Fen i.•£. •\ �1 a N: .� C .1 .a • •: WIA.M/IV(,. POOL : • . - ±. - • _ tom: .Iq S? 4. 1•' J •.:`YCaaL .A.Ec • • �.' Vic: 14.4% • • - 1 5.° b• T. — 7- �. AXy i h C . L- I - „r`�./� 1 1 �:_. O• Cr -c ,.T44.)C� ti%L A.DE .'4.. t613(k.-5r --4(o� •-.�---._.25'.._ LIS ;c "r NOTE /gA rzc:=; n _ ti 2s v;' 1.I 1 • k (Sti. ( 7 ttt • 014 • : ITL FINII rt--Ctr-ACES `:XA k4p r I .7S f •j`• .I / • h /1 AS t/,atc ,E. WlT-4 etCCLG i ARE NSL EXHIBIT A That portion of the Stephen Foster Donation Land Claim No. 38 and the Cyrus C. Lewis Donation Land Claim No. 37. Sections 11. 14 and 15. Township 23 North, Range 4 East W.M., records of King County, Washington, Described as, follows: Commencing at a concrete monument at the intersection of the centerline of the City of Seattle Transmission Line Right -of --Way, with the centerline of 48`h Avenue South as recorded under Recording No. 6313596, records of King County, Washington; THENCE North 41 degrees 45'35" East 533.7 feet; THENCE South 48 degrees 14' 25" East 25 feet to the Southeasterly margin of said 48i' Avenue South and the true point of beginning; THENCE continuing Soual 48 degrees 14' 25" East 196.32 feet, more or less, to the Northwesterly margin of Primary State I Iighway.No. 1, as established by Judgement and Decree of Appropriation in King County Superior Court Cause Nt•. 591370; THENCE North 52 degrees 46' 36" East along said Northwesterly margin 6.85 feet; THENCE North 45 degrees 12' 32" East along said Northwesterly margin 127.80 feet; THENCE North 51 degrees 53' 34" East along said Northwesterly margin 203.04 feet; THENCE North 38 degrees 29' 17" East along said Northwesterly margin 151.42 feet; THENCE North 48 degrees 14' 25" West 230.17 feet. more or less, to the Southeasterly margin of 48'" Avenue South; THENCE South 41 degrees 45' 35' West along said margin 485.45 feet to the point of beginning. Situate in the County of King, State of Washington. r :FR 'Q'R - - - 1/ ' . t-' \ 1-_ �- , t4~) I kVA L K £ L / vi �prK^J¢•�y f %KlsE'+ : ry-. 4—b •s2iC.e• .; . `". j I. .: . liE/..•4,)' J U CAU N/NI ' ��/�- ✓-�� : 1t. ;,nr.7A�erct�`—f'-4••_ ltQ1s1 __ 14.2 ii . ii4.51 — . 4 8 S. 4-' J,'4l'jS'.1s" w / /rEu: S' SIDE YO e/ry' I�_LeJrlc•j'JG,.. , u - -- • `/A✓0 /E: co)...4er FAG/. try dTCSM-roOp ,cx/Jr//. 4 ..rcRw4, ieA/.0 /.V 46r_ AVE. - - ---•- . (r2EEr ,! LEVATION Ap'1cx. /S.e) S TI4 AV;EN1E 5O(J;t-t yo - I "o' SGA Le•-- 7AK 4k- OOO 30O - o030 PnoJCCT NAME 6 ADOI1CLSO Qu4i;-tit sNti /3oso 17'8 - �v€ Tukw;/l A 'A 9816 S•• beam non corrapong P.O. BOX 5269 LYNNWOOD, WA 9004G PHONC (425)776-01035 EERRYNC077CM• DERRYNCODSL3 1NF-ORMATION S1-10WI,/ AS PROVIDED A APpnCIVI_° IJY OWN OR / LANDLORD / AUCNITt:CT.