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HomeMy WebLinkAboutPermit S13-040 - SEATTLE CHOCOLATES - FREESTANDING SIGN (NULL)SEATTLE CHOCOLATES 1180 ANDOVER PARK W S13-040 1 PERMANENT FREESTANDING SIGN City ofrukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431-3670 Inspection Request Line: 206-431-2451 Web site: htta://www.Tukwi]aWA.gov MONUMENT SIGN PERMIT Commerical/Industrial Zones Parcel No.: 3523049085 Permit Number: S13-040 Address: 1180 ANDOVER PK W TUKW Issue Date: 05/29/2013 Suite No: Permit Expires On: 11/25/2013 Applicant/Business: SEATTLE CHOCOLATES Property Owner: Name: DANELLIE LLC Address: 4664 95TH AVE NE, YARROW POINT WA 98004 Contact Person: Name: MEL CAMPBELL - SEATTLE CHOCOLATES Phone: 425-753-6666 Address: 1180 ANDOVER PARK W, TUKWILA WA 98188 Contractor: Name: OWNER AFFIDAVIT IN FILE - NIEL CAMPBELL Phone: Address: , DESCRIPTION OF WORK: FREESTANDING SIGN Fees Collected: $231.00 Electricty Provided by: PUGET SOUND ENERGY Name of street frontage: Total sign area per face: Total sign area per sign: Total sign size per face: Total sign size per sign: Width of sign: Height of sign: Distance from closest edge of sign to property lines: Name of street frontage: Total sign area per face: Total sign area per sign: Total sign size per face: Total sign size per sign: Width of sign: Height of sign: Distance from closest edge of sign to property lines: Monument #1 0 square feet 0 square feet 0 square feet 0 square feet 0 feet 0 inches 0 feet 0 inches 0 feet Monument #4 0 square feet 0 square feet 0 square feet 0 square feet 0 feet 0 inches 0 feet 0 inches 0 feet Zoning: TUC Monument #2 0 square feet 0 square feet 0 square feet 0 square feet 0 feet 0 inches 0 feet 0 inches 0 feet Monument #5 0 square feet 0 square feet 0 square feet 0 square feet 0 feet 0 inches 0 feet 0 inches 0 feet ***continued on next page*** Sign Type: MON-COMM Monument #3 0 square feet 0 square feet 0 square feet 0 square feet 0 feet 0 inches 0 feet 0 inches 0 feet Monument #6 0 square feet 0 square feet 0 square feet 0 square feet 0 feet 0 inches 0 feet 0 inches 0 feet doc: SIGN -MON S13-040 Printed: 05-29-2013 Planning Division Authorized Signature. D" ` J Date: A I hereby certify that I have read and ex ne this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied wit , wh ther specified herein or not. THIS PERMIT SHALL BECOME NII VOID IF THE WORK IS NOT COMMENCED WITHIN 180 DAYS rROM THE DATE Or ISSUANCE, OR IF THE WORK IS SUSPENDED OR ABANDONED FOR A PERIOD Or 180 DAYS FROM THE LAST INSPECTION. Signature: Print Name: Al 16 C—� W, Date: 5^Z / To schedule a final insp?ectiori for your sign, please call the inspection request line at 206-431-2451. Enter Inspection Code 1510 for sign final inspectionPlease allow up to 5 business days for your inspection ETNAL INSPECTION APPROVAL: DATE: ***continued on next page*** doc: SIGN -MON S13-040 Printed: 05-29-2013 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project ] L!5e*- Type of Inspecti Address:nn ,,�� A- 1 Date Called: Special Instructions: Date Wated: 25 — 1 M. p m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. U paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. SITE INSPECTION (PLANNING) File No. S13-040 Name of Tenant: Seattle Chocolates Sign Address: 1180 Andover PK W Date Photo Taken: July 25, 2013 x Sign appears to conform to permit application Sign appears different from permit application Sign not installed as of XX/XX/200X Make new site visit and take photo by XX/XX/200X Comments: Sign inspected and final approval granted. CJ 7-25-13 6;k- j QUANTUM C TI.S V l T 1110 EN G 1 11 f ERS RECE'\ /E® MAY 0 6 2013 • COMMUNI I Y OFVL-LUI'MENT May 2"d 2013 STRUCTURAL CALCULATION AND DETAILS (Permit Submittal) Seattle Chocolate Sign Foundation 1180 Andover Park West Tukwila, WA 98188 Quantum Job Number: 13131.01 Prepared for. STOCK & ASSOCIATES 109 Bell Street Seattle, WA 98121 TEL 206.443.0494 _ Prepared by QUANTUM CONSULTING ENGINEERS 1511 Third Avenue, Suite 323 Seattle, WA 98101 TEL 206.957.3900 FAX 206.957.3901 p,ORU O 35613 40 ONA ti�Gfi 02 r -a Ii QUANTUM I CONSULTING ENGINEERS STRUCTURAL DESIGN CRITERIA SEATTLE CHOCOLATE 1180 ANDOVER PARK WEST TUKWILA, WA 98188 QUANTUM JOB NUMBER: 13131.01 CODE CRITERIA: BUILDING CODE...........................................................................2009 INTERNATIONAL BUILDING BUILDING DEPARTMENT......................................................................................CITY OF TUKWILA WIND CRITERIA........................................................................................ 85 MPH; EXPOSURE "B" ............................................................................................................................KZT= 1.0 .................................... ...... "................................................................................................ Iw 1.0 0lLw*jfgiIfX3 ALLOWABLE BEARING PRESSURE...................................................................................2,000 PSF MINIMUM FOOTING WIDTH ...................................... CONTINUOUS: 18" MIN., ISOLATED: 24" MIN. FROSTDEPTH..................................................................................................................18" MIN. ACTIVE SOIL PRESSURE (RESTRAINED / UNRESTRAINED).....................................50 PCF / 35 PCF PASSIVE SOIL PRESSURE..................................................................................................350 PCF COEFFICIENT OF FRICTION......................................................................................................0.35 MATERIALS CRITERIA: CONCRETE (28 DAY STRENGTH): FOUNDATION/S.O.G.....................................................................................F'C=2,500 PSI REINFORCING STEEL: GRADE 40 R4 BAR) ............................................. ...................................... FY=40,000 PSI C'®L rr4 . 144 0 m 1"I V1.1 'r.- *6.0l0 f r C P /&" `-'/ (q) Cr' eY ANCmOK�Q. CS t ca t s� A4 u/h�.�v�� eaw !- K -IG- 2$r,)OfSt 3 SQUA/�� ATG QUANTUM I CONSULTING ENGINEERS SEA`i T(C 1511 THIRD AVENUE project date project no. SUITE 323 51:> lc --. K. 1 SEATTLE, WA 98101 designer sheet TEL 206.957.3900 FAX 206.957.3901 vnmquantumce.com client checked by ZdA rP f= 6;Cf As , 0 0 z s fi=x Kz' ter Y A, 0 .s.�1 v &11// = 2 s 93 ,- -� - (,JSP 5�9 p � . r '%y ,. QUANTUM I CONSULTING ENGINEER5 _S'Z;;�4 7 �74- C' 0 /- A -7-6- 571Z /e '913 1511 THIRD AVENUE project date project no. SUITE 323', C - / SEATTLE, WA 98101 designer sheet TEL 206.957.3900 FAX 206.957.3901 %!�Gll s 14 .. oG, mm.quantumce,com client checked by Title : Job # Dsgnr: Date-, 12:02PM, 2 MAY 13 Description Scope : User: KW -0605835, Ver 5.8.0, 1 -Dec -2003 General Footing Analysis & Design (.)1983.2003 ENERCALC Engineering Soffivare Description Foundation for the Seatle Choclates Sign. Page 1 calcs. ecwcalcui ations General information ACI C-1 Code Ref: ACI 318-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 T Allowable Soil Bearing 2,000.0 psi Dimensions... Short Term Increase 1.330 Width along X -X Axis 3.250 ft Seismic Zone 3 Length along Y -Y Axis 3.250 ft 170.00 psi 3.25ft x 3.25ft Footing, Footing Thickness 12.00 in Live &Short NOT Combined Col Dim. Along X -X Axis 6.00 in Pc 2,500.0 psi Col Dim. Along Y -Y Axis 6.00 in Fy 40,000.0 psi Base Pedestal Height 12.000 in Concrete Weight 145.00 pcf Min Steel % 0.0014 Overburden Weight 0.00 psf Rebar Center To Edge Distance 3.50 in Loads "XEcc, of Resultant "Y' 0.000 in 16.291 in Shear Stresses.... Vu Vn *Phi Applied Vertical Load... 0.000 in 0.000 in Dead Load 0.200 k ...ecc along X -X Axis 0.000 In Live Load k ...ecc along Y -Y Axis 0.000 in Short Term Load k No Overturning 1.500:1 Creates Rotation about Y -Y Axis Creates Rotation about X -X Axis Applied Moments... (pressures @ left & right) (pressures @ top & bot) Dead Load k -ft k -ft Live Load k -ft k -ft Short Term 2.400 k -ft k -ft per ft Creates Rotation about Y -Y Axis Creates Rotation about X -X Axis Applied Shears... (pressures @ left & right) (pressures @ top & bot) Dead Load k k Live Load k k Short Term k k �urnmary ACI C-1 ACI C-2 ACI C-3 Vn * Phi Rati Warning: OTM Ratio o < 1.6 Two -Way Shear 0.58 psi 1.52 psi 0.98 psi 170.00 psi 3.25ft x 3.25ft Footing, 12.Oin Thick, w/ Column Support 6.00 x 6.00in x 12,Oin high DL+LL DL+LL+ST Actual Allowable Max Soil Pressure 167.4 1,356.2 psf Max Mu 0.689 k -ft per ft Allowable 2,000.0 2,660.0 psf Required Steel Area 0.259 in2 per It "XEcc, of Resultant "Y' 0.000 in 16.291 in Shear Stresses.... Vu Vn *Phi Ecc, of Resultant 0.000 in 0.000 in 1 -Way 85.00 psi Vu @ Bottom 0.27 psi 6.352 85.000 psi X -X Min. Stability Ratio No Overturning 1.500:1 2 -Way 1.522 170.000 psi Y -Y Min. Stability Ratio 1.202 ACI C-3 Ru / Phi As Reo'd Shear Forces ACI C-1 ACI C-2 ACI C-3 Vn * Phi Two -Way Shear 0.58 psi 1.52 psi 0.98 psi 170.00 psi One -Way Shears... Vu @ Left 0.27 psi 6.35 psi 4.08 psi 85.00 psi Vu @ Right 0.27 psi -1.33 psi -0.85 psi 85.00 psi Vu @ Top 0.27 psi 0.24 psi 0.15 psi 85.00 psi Vu @ Bottom 0.27 psi 0.24 psi 0.15 psi 85.00 psi Moments ACI C-1 ACE C-2 ACI C-3 Ru / Phi As Reo'd Mu @ Left 0.03 k -ft -0.19 k -ft -0.12 k -ft 3.0 psi -0.26 in2 per ft Mu @ Right 0.03 k -ft 0.69 k -ft 0.44 k -ft 10.6 psi 0.26 in2 per ft Mu @ Top 0.03 k -ft 0.03 k -ft 0.02 k -ft 0.5 psi 0.26 in2 per ft Mu @ Bottom 0.03 k -ft 0.03 k -ft 0.02. k -ft 0.5 psi 0.26 in2 per ft Title : Job # Dsgnr: Date: 12:02PM, 2 MAY 13 Description Scope: Rev: 580002 User; KW -M5835, Ver 5.8.0, 1 -Dec -2003 (01983-2003 ENERCALC Engineering General FootingAnalysis & Design g Page 2 Softwarer caics emCalculations Description Foundation for the Seatle Choclates Sign. Soil Pressure Summary Service Load Soil Pressures Left Right Top Bottom DL + LL 167.37 167.37 167.37 167.37 psf DL + LL + ST 0.00 1,356.18 167.37 167.37 psf Factored Load Soil Pressures ACE Eq. CA 234.31 234.31 234.31 234.31 psf ACI Eq. C-2 0.00 1,859.72 229.51 229.51 psf ACI Eq. C-3 0.00 1,195.53 147.54 147.54 psf ACI Factors (per ACI 318-02, applied internally to entered loads) ACI C-1 & C-2 DL 1.400 ACI C-2 Group Factor 0.750 Add"I 1.4" Factor for Seismic 1.400 ACI C-1 & C-2 LL 1.700 ACI C-3 Dead Load Factor 0.900 Add"I "0.9" Factor for Seismic 0.900 ACI C-1 & C-2 ST 1.700 ACI C-3 Short Term Factor 1.300 ....seismic = ST 1.100 Used in ACI C-2 & C-3 MY OF T Ur j�;Vjj� R E C E I V E D Permit Center/Building Division 2o6 431-3670 • Department of Community DevelopmentPublic Works Department • 63oo Southcenter Boulevard, Tukwila, WA 9818 AI O 6 2013 2o6 433-0179 Telephone: (2o6) 431-367o FAX (2o6) 431-3668 PIanning Division ..: E-mail: tukplanCa)ci.tukwila.wa.us CO>MMUNI IY 206431-3670 f)I�VE LU1 MENT AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO:lJ ) `"- O _J , 01q ' o l -z STATE OF WASHINGTON) ) ss. COUNTY OF KING } 1j,states as follows: [please print name] i. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the, State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW .18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.ogo applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number J11 and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through .19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. -4/ Owner/ caner' Agent* �c Signed and sworn to before me this �`�%ON`te,E,���°,°°° da of , 20 I �U TMS ,o NO � U n a d,for the State of Washington ��c���`��►� Ca Residing at County wN fill Name as commissioned: %Wla My commission expires: Table 1. Monument Sit=_n Details. Commercial/industrial Zones Freestanding Signs in Residential Zones sty ----C �411douerr P VV Institutional uses and multi -family complexes are allowed to have one monument sign for each public street that provides access to the premises. The following are the specific development standards that apply to the installation of monument signs in residential zones: 1. The area of the monument sign is limited to 30 square feet per sign face and a total of 60 square feet for all sides; 2. The sign may be up to five feet tall; 3. Maximum width of the sign shall not exceed 15 feet; 4. Location of the sign shall not interfere with sight distance of vehicles pulling in and out of the premises; 5. The sign must be located in a landscaped area. Having the sign stand-alone in a parking lot is not permitted; and 6. The sign may only use indirect lighting methods except for dynamic displays. The lighting must have no spill-over impact on adjacent properties. Dynamic Signs in Residential Zones In order to foster civic community outreach and communication, the City permits limited use of dynamic signs within residential zones. One permitted monument sign per premise, as outlined above, may contain a dynamic feature. The following are the specific development standards applicable to the installation of dynamic signs within residential zones: 1. The image of the sign may not change more frequency than once every ten seconds; 2. The image must appear and disappear as one image. The image may not appear to flash, undulate, pulse or portray explosions, fireworks, flashes of light, or blinking or chasing lights, or appear to move toward or away from the viewer, expand, contract, bounce, rotate, spin, twist, scroll, travel or otherwise portray movement. 3. Illumination of the dynamic sign is limited to the hours of 7AM to IOPM. 4. All signs shall have installed ambient light monitors, and shall at all times allow such monitors to automatically adjust the brightness level of the electronic sign based on ambient light conditions. Maximum brightness levels for electronic signs shall not exceed 3 -foot candle above ambient light conditions, measured 100 feet from the face. Tahe2. Monument Sign Details. Residential Zones Monument Monument Monument Monument Monument Monument Sign 2 Sin 1. Sign 2 Sign 3 Sign 4 Sign 5 Sign 6 Name of Street �Q will be placed on which sign PPS along?, will be laced? ytj>G�j� Total Area of Total Sign Sign Height message area feet -inches per face. Width of Sign. Will the sign have a Total Sign message area �v Dynamic per sign. Total Sign Size per face Total Sign Size per si n. Q tY Width of Sin Sign Height t/ ! feet -inches Distance from closest edge of sign to property lines in feet Freestanding Signs in Residential Zones sty ----C �411douerr P VV Institutional uses and multi -family complexes are allowed to have one monument sign for each public street that provides access to the premises. The following are the specific development standards that apply to the installation of monument signs in residential zones: 1. The area of the monument sign is limited to 30 square feet per sign face and a total of 60 square feet for all sides; 2. The sign may be up to five feet tall; 3. Maximum width of the sign shall not exceed 15 feet; 4. Location of the sign shall not interfere with sight distance of vehicles pulling in and out of the premises; 5. The sign must be located in a landscaped area. Having the sign stand-alone in a parking lot is not permitted; and 6. The sign may only use indirect lighting methods except for dynamic displays. The lighting must have no spill-over impact on adjacent properties. Dynamic Signs in Residential Zones In order to foster civic community outreach and communication, the City permits limited use of dynamic signs within residential zones. One permitted monument sign per premise, as outlined above, may contain a dynamic feature. The following are the specific development standards applicable to the installation of dynamic signs within residential zones: 1. The image of the sign may not change more frequency than once every ten seconds; 2. The image must appear and disappear as one image. The image may not appear to flash, undulate, pulse or portray explosions, fireworks, flashes of light, or blinking or chasing lights, or appear to move toward or away from the viewer, expand, contract, bounce, rotate, spin, twist, scroll, travel or otherwise portray movement. 3. Illumination of the dynamic sign is limited to the hours of 7AM to IOPM. 4. All signs shall have installed ambient light monitors, and shall at all times allow such monitors to automatically adjust the brightness level of the electronic sign based on ambient light conditions. Maximum brightness levels for electronic signs shall not exceed 3 -foot candle above ambient light conditions, measured 100 feet from the face. Tahe2. Monument Sign Details. Residential Zones Q:\Department Folders\DCD\DCD Common\Applications-Handouts, Land Use\2011 WEBSITE -OCT 2011\2011 SIGNS (New Sign Code)\Freestanding Sign-updated.doc Monument Monument Monument.. Monument Sin l Sign 2 Sign 3 Sign 4. Name of Street in which sign will be placed along?, Total Area of Sign. Sign Height feet -inches Width of Sign. Will the sign have a Dynamic Display? Q:\Department Folders\DCD\DCD Common\Applications-Handouts, Land Use\2011 WEBSITE -OCT 2011\2011 SIGNS (New Sign Code)\Freestanding Sign-updated.doc RECEIVED MAY 0 6 2013 CITY OF TUKWILA . cotA mi I Y OIJMVNT Department of Community D Wen 6300 Sbutheenter Boulevard, Tukwila, JVA 98188 Telephone: (206) 431-3670 FAX (206) 431-3665 E-mail: sign permits(cDTukwilaWa.gov PERMANENT FREESTANDING SIGNS PERMANENT SIGN PERMIT APPLICATION —7 FOR STAFF USE ONLY Permits Plus Type: P-SIFREE Planner: File Number: f)q e—a o Needs Electrical: Yes/No Associated File Numbers: 5c►.-rmc-- e aa.H-r-s liSo , o>tar- '42S -Z 2 800 Business Name Address of Sign Phone Applicant/Contact Address, City, State, Zip Phone Contractor Address, City, State, Zip Phone I HEREBY CERTIFY that the information contained in this application and the materials furnished to the City by me are true. I understand that if I provide incorrect information on this application or submit plans that are not correct, it could delay issuance of a permit or, if the permit has been issued, be cause for the City to revoke the sign permit. S'- 3.2ol ?L n� �c,.� Seco. ca e� Date: Signature of O,00061ir or Authorized Agent Email The City will send any official notices, letters, and other official notices via email. If you wish to receive all official communications from the City via US Postal Mail, check here: o Completed and signed application (this form). o Three copies of a dimensioned and scaled site plan showing property lines, streets, buildings and parking areas; the location of all existing freestanding signs on the premise and proposed location for any new freestanding sign(s). o Method of illumination, if proposed. o Scaled and dimensioned footing designs and height calculations. Footing designs are not required for reface or copy changes to an existing freestanding sign, provided there is no change in the sign height, area or location. Total number of signs included in this application: Section 1 Section 2 d Section 3 D Section 4 0 o Structural calculations if the sign has an area greater than 50 square feet and/or is taller than 15 feet, This requirement may be waived for certain refaces or copy changes to existing freestanding signs. o Application fee listed in current fee schedule. o One copy of a valid Washington State Contractor's license or owner's affidavit. o Tuk-Mla business license number for the sign contractor, if applicable: General Information about Property Total err tfi o tr_eet Fronto a Alen All Streets: F Freestanding Sign Worksheet I A sign permit is required for the installation of a new freestanding sign. In most circumstances the City only allows new freestanding signs to be monument style signs. Certain large premises that have gone through the Master Sign Program are eligible for grand monument signs. Information on installing.a new freestanding sign is found in SECTION 1 of this application. Information on installing new grand monument signs can be found in SECTION 2 of this application. A sign pen -nit is also required for any proposed reface or copy change to an existing freestanding sign in the City. In some cases a reface or copy change of an existing freestanding sign requires that the sign be removed. Information on completing a reface or doing a copy change to an existing freestanding sign can be found under SECTION 3 of this application. Freestanding Signs in Commercial/Industrial Zones Each premise is permitted to have one freestanding -monument style sign. Additional monument signs are permitted based on the total amount of linear street frontage along the premise. Table 1 below outlines the development standards and total number of signs permitted for most premises. Total Allowable Sign Total Allowable Maximum ROW of Message Areal Number of Signs Sign Sizt2 Height Premise ' Less than 36 square feet per 54 square feet per 400 feet side/72 square feet total side/108 square feet 6 feet One total 400-599 50 square feet per 70 square feet per feet side/100 square feet side/140 square feet 7 feet One total total 600-799 60 square feet per 80 square feet per feet side/120 square feet side/160 square feet 7 feet One total total 800-999 66 square feet per 88 square feet per feet side/132 square feet side/176 square feet 8 feet Two total total ! 1,000 feet 72 square feet per 96 square feet per One for every 400 feet of and over side/144 square feet side/192 square feet 8 feet linear street frontage. total total Corner Properties Some corner properties may quali6, for more than one monument sign; even if they have a limited amount of street frontage. A property that borders on more than one public street, but has less than 800 total feet of linear frontage, is permitted to have one monument sign per street if the following criteria are met: 1. The property has a least 200 feet of frontage on each public street where a sign will be placed; 2. Each public street pro-6des direct access to the property; and 3. ' For each separate street frontage Table 1 listed above shall be used to determine the design standards for any proposed monument sign. General Requirements for Monument Signs in Commercial and Industrial Zones 1. Setback. All monument signs shall be placed at a minimum of five feet from all property lines, however no sign taller than three feet shall be placed within the sight distance triangle, unless it can be demonstrated the sign will not pose a safety risk by reducing visibility for motorists turning out into traffic. 2. Maximum Width. The maximum width permitted for any new monument sign is 15 feet. 3. Address Requirement. All new freestanding signs shall have the address number or address range of the premise listed on the structure. The address shall not be counted toward the allowable sign message area limit. Address numbers must be plainly legible and visible from the street fronting the property. The address numbers must contrast with the sign background. Address numbers shall be Arabic numerals or alphabet letters. Numbers shall be a minimum of four inches high with a minimum stroke width of 1.5 inches. GOODWILL SIGN TO BE REMOVED d C I I y ^ al JO.00' CALCD I I ASPHALT I • ROAD SURVEYOR'S NOTES: I I I 1) A SUBJECT PROPERTY AREA IS DA AFRON LY VMY ACG65 OONC OOM6$TE 181,993 SO.FT.S [4.2 t ACRE] PER THIS SURVEY. R -O -W RwHT•4f WAY 2) SUBJECT PROPERTY TAX PARCEL NO. 352304-9085-07. CWPO¢!E — AWNALt J) FOUND A TOTAL OF 115 SURFACE PAINTED PARKING SPACES MW ws'+ A� INSIDE SUBJECT PROPERTY AND ARE AS FOLLOWS _NET AREA REGULAR z 106 ( ) RELYV61 DWANOF HANDICAP 5 TRUCK - 6 —C—O—•CNARL LRBT Fm= _——Gt7lfFpA'ff FOUND NO VISABLE' EVIDENCE OF BURIAL GROUNDS, CEMETERIES. Lim EARTH MOVING WORK, BUILDING CONSTRUCTION. BUILDING ADDITIONS, OBSERVABLE EVIDENCE OF SITE USED AS A SOLID WASTE DUMP, SUMP OR SANITARY LANDFILL NOR ANY CHANGES OF RIGHT-OF-WAY LINES. WITHIN RECENT MONTHS PER OUR VISIT ON MAY 20, 2006, AFFECTING ME SUBJECT PROPERTY. m m 5) ZONING PER CITY OF TUKWILA IS TUC (WKWILA URBAN CENTER) m T mnwuf I'mS m OAS A&'=® PER ZOMNG MC THE MAKMW STRIDING IARMT WWiIi &IMF IS 115'. wuar zXMaNE 1AAomLnl' 6) QB?OML 81AIDING SETBAW REWROVENTS PER Z(NWG MC, ARE AS FOLLOWS . ^Q^ L.L .Cb. FRONT � 15' ON OF RXIIRA IL IX: -WEc 1 U ICWDIUN11Y D I OVMT DEPS REAR .... SUBJECT PROPERTY 15 LOCATED IN FLOOD ZONE 'X•, SHOWN ON FEMA FLOOD INSURANCE BOUNDARY MAP NO.53033CO959F/ 1- SUBJECT PROPERTY ADDRESS. 1174 AND 1180 ANVODER PARK WEST, TUKWILA. WA. 96188. R-.--W--j 40 SUBJECT PROPERTY ACCESS IS FROM ANDOVER PARK WEST, ASPHA T ROAD / AND IS AN OPEN PUBLICLY DEDICATED STREET. RILAND DRIVE /31 o I P METHOD OF SURVEY: Lr)I "°AD WSTRUMLRTABW FOR MIS SURVEY WAS A GEOO IETER 600 \ ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES USED IN MWS SURVEY WAS DIRECT AND REVERSE ANGLES NO CORItECDONS NEEDED. MEETING OR EXCEEDING STANDARDS SET BY WAG 132-1 -0. e N i164I1_11_0II R -O -W "• W o LtGtNO I I I YDNIifETV7 ASNOW DA AFRON LY VMY ACG65 OONC OOM6$TE • BOLLARD R -O -W RwHT•4f WAY • QFOIRIC VAULT UnLffy POLE CWPO¢!E — AWNALt CATCH RASWCEM MW ws'+ A� • 6AWTARY'rL ER MANHOLE _NET AREA POIWR TRANSFDWHZB OR CATO PAR ( ) RELYV61 DWANOF # LJ SCNSW87 ® ELECT= Wym —C—O—•CNARL LRBT Fm= _——Gt7lfFpA'ff TIP TYPICAL Lim i . NVTYMT WAW ATACi EAE HYDRANT 15 �� ❑A78 LITE b HANDICAP PAR.VNO SPACE m m L STARS AND LAAVND m T mnwuf I'mS m OAS A&'=® TIJM TAX ➢ARCM AVAM wuar zXMaNE 1AAomLnl' W IL am 1 �I yl I T.P. NO.3523049099 1 PHILLIPS PROP. LLC ) I Ii TRUE Paxi S6.DR'21'E (JJS 00' _ IL a' BEAMANC 11011 1UII 1` ■ PAINTED PARKING NRB() 5PAGES (TYP) mr '• r••• Cor, .:. • . � If V NO PAR, �L?�y�•' awHALr'— PARKING•tT•.7 T Ir + LOT 'A • . : r�::��•. :r:�.� A` 'S 11. AND 1180 ANDOVER PARK WEST NNWLA. WA I.I. 1 SRMY -SORRY WAREHWS: BUILDING . © BUILDING FOOTPRINT AREA - BJ,402 SO.— PER MIS SIRVEY. �� �� s 84.459 SOFT. PER K.C. ASSES— NET AREA • 84, 59 SOFT PER K.L. ASSESSOR. ASPHALT PARKING LOT 1 BUILDING HEIGHT a 26.71 AREA OF WORK SIGN TO BE 5'-0" CLEAR FROM PROPERTY LINE ag P PARKING LOT ® T' �' ''l \ LOADING DOCKS 1: 30.1 ASPHALT ROAD ACCESS TO PROPERTY ' q T.P. N0.352.i049074 KMBR LLC B CASCADE $I L a w " UEI PAINTED PARKING SPACES (TW) ASPHALT PARWNG LOT IXmUDED WRB ASPHALT PARKING LOT 27' I I I P""•nyP�+�_ --��•.rr. 2 7 I I I TEM 1 2Y NDE RA ROAD Qi PROJECT N0: TRACTS O¢ 0110 REG NO. Atli) TEM 2 21ACI RAILRO'AD IRALIS ESLR0 WENN I'. ■ +• 'V BEC. N0.7407120562 'SEE x2055 HATCH' I O , © *0 O I CC ie a . N N'^y a O H W /I Qo (off I EYP WY• •� /•A( a .1y 0 Wim• W IL . ^Q^ L.L .Cb. 00, r IL IX: NN LL. W . .... Z) j I .0.a 1- :Q:g: O• tI Z CL CLW p � I I .00.Y. is �y ._... _ I ' I R I I /31 D. ph h9 y �ITE FLAB N i164I1_11_0II `ECEiVED MAY 0 6 2013 G(W( 1UNI I Y DEVELOPMENT STOCK&ASSOCIATES •rohltIII cture.Int•rIorA Stock & Associates, Inc 109Bel I Street Seattle, WA 93121 Tel :206.443.0494 Fax: 206.443.0495 www.sto6<andassociates.com 6212 BRUCE IR, STOCK • STATE OF WASHINGTC PERYff. SET . . 3 MAY 13 w 1AV - 1+ — w DRAWN: BED CHECKED: LLB PROJECT N0: 07006.03, O O H W . . .1y 0 . . ^Q^ L.L .Cb. 00, r NN LL. W . T V). . .0.a 1- :Q:g: .00.Y. '�W VJ D. SITE PLAN SCALE: 1AV - 1+ — w DRAWN: BED CHECKED: LLB PROJECT N0: 07006.03, A0. 2 �1STRUCTURAL SECTIONS vSCALE: S'-0" I. AREA CALCULATIONS ALLOWABLE SIGN MESSAGE AREA (PER SIDE): 36 SF ACTUAL MESSAGE AREA (PER SIDE): 25 SF TOTAL ALLOWABLE SIGN SIZE (PER SIDE): 54 ACTUAL SIGN SIZE (PER SIDES '43, 1pg Q� fey oa�a4p5�°� dc SEATTL E \I/1, ---TEXT `�, CifOCOLA ADDRESS NUMBERS IN Z ARABIC `r NUMERALS lli2 MIN 4 ELEVATION SCALE. •2 - 1'-0" 5'-0%4' - N & S EDGE WRAPPED WITH Ye" X IM" T6061 ALUMINUM PLATE W X 10" XY" TIG WELDED T6061 ALUMINUM CROSS SUPPORTS, BEYOND !'4" ALUMINUM PLATE FACES iV" X W X Y" T6061 ALUMINUM ANGLE SUPPORTS 5" X 5" X Y4" RECTANGULAR T6061 ALUMINUM TUBE 1�" Xy" T6061 ALUMINUM SPACERS, BEYOND /4 T6061 ALUMINUM FACE PLATE 1'4' T6061 ALUMINUM BASE PLATE COYER 2" X 2" XJ/4" RECTANGULAR TUBE AROUND BASE PLATE COYER ALUMINUM T-6061 BASE PER STRUCTURAL EPDXY ANCHORS PER STRUCTURAL CONCRETE FOOTING PER STRUCTURAL 1 SECTION SCALE. 2 I'-0" WET LOCATION LED LIGHT Q? .q 20SECTION SCALE: 11/2" -- -0" STRIP ® INTERIOR - HARD WIRE TO EXISTING POWER SUPPLY a SIGN LOCATION Ih" X 10" XY4' TIG WELDED T6061 ALUMINUM CROSS SUPPORTS Y4" ALUMINUM FACE PLATE, BEYOND �"XWXY4"T6061 ALUMINUM ANGLE SUPPORTS 5" X 5" X Y4" RECTANGULAR T6061 ALUMINUM TUBE Ya" T6061 ALUMINUM BASE PLATE COYER 2" X 2" X Y4" RECTANGULAR TUBE AROUND BASE PLATE COVERRECEIVED MAY 0 6 2013 CONIPAm\jI I Y DI-VL-LUI'MENT STOCK&ASSOCIATES �archIt9ature.InterIara Stock &Associates, Inc. 109Bell Street Seattle, WA 93121 Tel :206.443.0494 Fax: 206.443.0495 w w w. stackandassociates.com 6212 : REGISTERED HITECT BRUCE R. STOCK . STATE OF WASHINGTON PERNIR SET . . 3 MAY 13 W. 1/Y - 1' — 0" . DRAWN: BED CHECKED: LLB PROJECT N0: 07006.03 U O w U .Y. 00 .Q.00. 00. w. . . Q Q:g: :o: .00.Y. : Cl)♦♦W �.H. SIGNAGE DETAILS SCALE: 1/Y - 1' — 0" . DRAWN: BED CHECKED: LLB PROJECT N0: 07006.03 A9. 1