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HomeMy WebLinkAbout18215 59th Ave Ne_BLD3045_2026 NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ;'APPROVED PERMIT#: '�.� } �'l c= AM/:PM DATE: JOB ADDRESS: G - cL L LOT#: PROJECT: G` TYPE OF INSPECTION: '', lXn r i OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. Cl CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 G / INSPECTOR DATE O PLANNING 0 CIVIL Cl,BUILDING CITY OF ARLINGTON ,, NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED Cl DO NOT OCCUPY 2f APPROVED PERMIT#AF)lD- +S AM PM DATE: LO•I ib.zozo JOB ADDRESS: Z{Si14 F LOT#: PROJECT: �w 1pe CaA-epl k- TYPE OF INSPECTION: �.,�m OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION l V. 1114 1os�,G11�l IQx �!�• l�"11�1l to nth I'f W m-1 'PX�(���c��sT THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 i Ar . INSPECTOR DATE ' I 0 PLANNING M CIVIL BUILDING CITY OF ARLINGTON NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL Cl CORRECTIONS REQUIRED ❑ DO NOT OCCUPY 7f APPROVED PERMIT#:V - AM PM I DATE: LO. ZOZO JOB ADDRESS: &14 ; S-A l' k KI" LOT#: PROJECT: �k,,JWE Gt;tA OIk- TYPE OF INSPECTION: F 1, I P OTHER: j701 Ir ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THEACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE Cl PLANNING 71 CIVIL BUILDING CITY OF ARLINGTON NOTICEA),.,,�/��jq TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY XAPPROVED PERMIT#: LOT#: DATE: JOB ADDRESS: !V, Ig 2-oq I!C TYPE OF INSPECTION: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 /Z� INSPECTOR DATE 04UILDING DEPT. , 73 PLANNING DEFT. CITY OF ARLINGTON CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:18215 59th Ave NE Permit#:3045 Parcel#:31052200101200 Valuation: 14000.00 OWNER APPLICANT CONTRACTOR Name:SWIRE PACIFIC HOLDINGS Name: [Company Name] Name:Big-D Construction Corp Address: 12634 S 265 WEST Address:[Company Address] Address:404 W 400 S City,State Zip:DRAPER,UT 84020 City,State Zip:Ogden,UT 84403 City,State Zip:Salt Lake City,UT 84101 Phone: Phone:801-415-6056 Phone:801-415-6056 LIC:BIGDCCN950JD EXP:04/04/2019 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP- LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Sign CODE YEAR: 2015 STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY; NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. 1BC110/IRC110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and c,cd C�iN -Ar � ��ravlC�oh�k•t�s�3��- �C� Signature Print Name Date Released By Dafe CONDITIONS Adhere to approved plans. Call for inspections. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 02/29/2020 Signs $354.91 02/29/2020 Processing/Technology Fee $25.00 Total Due: $379.91 Total Payment: $0.00 Balance Due: $379.91 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon Job No. 18-741 Sheet No. Cover By JNP Date 02/20 S�Oyl1ER j7, WAS/��� SG CARUSOTURLE Y CLIENT: SCOTT 53603 • � w� KDF Architectural Group ��. 3. structural 300 W Clarendon Ave, Suite 320 engineers Phoenix, AZ 2/13/20 11 PROJECT: Swire Coca-Cola Flagpole Foundation -Arlington 59th. Ave. NE Arlington, WA I i STRUCTURAL ENGINEMING t EXCELLENCE E PARTNERS GENERAL INFORMATION: Richard Turley,PE Paul ScA SE,PE BUILDING CODE: 2016 INTERNATIONAL BUILDING CODE Sandra Herd,SE,PE,LEED AP Chris AWnson,SE,PE,LEED AP Thomas Morris,SE,PE,LEED AP Richard Dahlmann,SE,PE Troy Turley,BE,PE,LEER AP Brady Nolbohm,SE,PE OFFICE COPY FDATE F ARLINGTON ING DEPARTMENT 1215 W.Rio Salado Pkwy. APPROVED Sune200 Received Tempe,AZ 85281BY �—O P(480)774-1700 FEB 21 2020 F:(480)774-1701 ANGES AUTHORIZED ��www.CTSAZ.00m S APPROVED BY THEING INSPECTOR IR � � � � - � � i� r� � ATC Hazards by Location https://hazards,atcouncil.,- I wind71at-48.1724443&ing=-122.1513— Search Information B►ulldgtona Address: 59th Ave NC,Arlington,WA 98 23,USA Mt Verp 1 •Oak'Harhor, 137 ft Coordinates: 48.1724443,-122.1513955 Elevation: 137 ft Ml. Timestam 2020-02-11T17:08:39.078Z �5equlm N1arysvllle BNatio tlogtl lrn i p� a National F0ces1 � INhidbeyFverett Hazard Type: Wind got Island or Goy le © , g .Map clRopfflVMM. perrote ASCE 7-16 ( ASCE 7-10 ASCE 7-05 MRI 10-Year 68 mph MRI 10-Year 72 mph ASCE 7-05 Wind Speed 85 mph MR125-Year 74 mph MRI25-Year 79 mph MR150-Year 79 mph MR150-Year 85 mph MR1100-Year 84 mph MRI 100-Year 91 mph Risk Category 1 93 mph Risk Category 1 100 mph Risk Category II 98 mph Risk Category II 110 mph ? ] Risk Category 111 105 mph Risk Category III-IV 115 mph Risk Category IV 109 mph The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer , Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer. Per ASCE 7, islands and coastal areas outside the last contour should use the last wind speed contour of the coastal area—in some cases,this website will extrapolate past the last wind speed contour and therefore, provide a wind speed that is slightly higher. NOTE:For queries near wind-borne debris region boundaries,the resulting determination is sensitive to rounding which may affect whether or not it is considered to be within a wind-borne debris region. Mountainous terrain,gorges,ocean promontories, and special wind regions shall be examined for unusual wind conditions. While the Information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its accuracy.The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals,having experience and knowledge In the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing R IN I 2 of 2 F FR 21 207-0 211 1/2020, 10:08 AM -�, 'h i CARUSO TURLEY SCOTT Job Name structural engineers J 1215 W.Rio Salado Parkway,Suite 200 Tempe,Arizona 85281 t;—�� I Sheet No, �. T:480 774-1700 Job No. I www.clsaz.com By. �I N(> Date r � DIne O.Odp3 A �/ 0,25�� t Lti1�1 �ni0- lhr ��r,ti ' Q�snb .�Cc) wtna l «a' un ' C6 �1 Ld Ir:�) ���; (}GEC l✓j 3L1 �t :X .35 Cl ��98`; �Iu aor�a �5'XS')'�i . fin Ib� f 1-f=� 20 • , } ,. �r i Project Title: Engineer: Project ID: Pro ect Descr: Acj�llct�tDn CTS Pn�l. f Pole FootingEmbedded in Soil File=O:tiLCTSEN-1118741G-11CALCUL-11FLAGPO-11Flag Pole Foundation einchec8. l Software o2gdgb ENERCALC,INC.1983.2019,8u116:12.19.11.An. 0.rir. i Code References Calculations per IBC 2015 1807.3, CBC 2016,ASCE 7-10 Load Combinations Used :ASCE 7-10 General Information Pole Footing Shape Circular Pole Footing Diameter,..,...,.,. 24.0 In Calculate Min.Depth for Allowable Pressures No Lateral Restraint at Ground Surface Allow Passive . . .. .. ....... 300.0 pof Point Load Max Passive................... 1,500.0 psf Controlling Values Governing Load Combination: +0.60W Lateral Load 0,4977 k Moment 10.659 k-ft NO Ground Surface Restraint Pressures at 113 Depth Actual 550.74 psf Allowable 552.48 pst }( Minimum Required Depth 5.625 ft i Distributed Lo it Surface No later 1 restraint IIII *.ai N Footing Base Area 3.142 ft"2 n Maximum Soll Pressure 0.0 kaf 11112 a ,- a' Applied Loads Lateral Concentrated Load (k) Lateral Distributed Loads (klf) Vertical Load (k) D:Dead Load k klft k Lr:Roof Live k Wit k L:Live k Will: k S:Snow k klft k W:Wind 0 260 k 0.01627 Wit k E:Earthquake k k/ft k H:Lateral Earth k klft k Load distance above TOP of Load above ground surface ground surface 30.0 ft 35.0 ft BOTTOM of Load above ground surface 0 ft Load Combination ResultS Farces @ Ground Surface Required Pressure al 113 Depth Soil increase Load Combination Loads-(k) Moments-(A-k) Depth-(R) Actual-(psi} Allow-(psf) Factor 0.000 0.000 0.13 0.0 0.0 1.000 +0.60W 0.498 10.659 5.63 550.7 552.5 1,000 +0,450W 0.373 7.994 5.00 498.2 498.3 1.000 Received "1=R.9I ?n,?n f r Permit#: 3045 Permit Date: 02/24/20 Project Name: Swire Coca Cola - Flag Pole Site Address: 18215 59th Ave NE Company/Applicant Name: Big-D Construction Company/Applicant Address: 5768 South 1475 East City, State, Zip: Ogden,UT 84403 Contact: Daniel Filuk Phone: 801-415-6056 Email: grandon.rutter@big-d.com Permit Type: Sigia Valuation: 140 Square Feet: 0 Number of Stories: 0 Type of Construction: A11 Occupancy Type: jnvl� Proposed Use: InMIC/Opportu nity Zone:Permit Issued:Permit Expires:DNU:Status: 1 Property Parcel# Address Legal Descnp..— Owner Phone Zoning SEC 22 TWP 31 RGE 05RT- SWIRE PACIFIC 31052200101200 18215 59TH AVENUE NE 6A)S1/2 N1/2 SWl/4 HOLDINGS NE1/4 EXC RDS Contractors Contractor Primary Contact Phone Address Contractor Type License License# Big-D Construction Labor and Jared Brooks 801-415-6056 404 W 400 S CONTRACTOR BIGDCCN950JD Corp Industries Plan Reviews Date Review Type Description Assigned To Review Status 02/24/2020 Sign Building In Review Fees Fee Description Notes Amount Signs Permit Fee $354.91 Processing/Technology Fee $25.00 Total $379.91 Uploaded Files Date File Name 02/24/2020 6272782-3045 Apltlicalion.pdf Signature: Date: SIGN PERMIT APPLICATION 40 Department of Community& Economic Development City of Arlington• 18204 59th Ave NE •Arlington, WA 98223• Phone(360)403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF COMPLETE PLANS,INCLUDING STRUCTURAL CALCULATIONS WHERE APPLICABLE, TWO(2)FULLY DIMENSIONED PLOT PLANS SHOWING ALL SIGNS ON SITE. (EXISTING&PROPOSED) Project Address: Parcel ID#: 18215 59TH Avenue NE Arlington,WA 98233 31052200101200 Lot#: Subdivision: Valuation: $14,000.00 Owner: Swire Pacific Holdings Inc. Phone Number: (801)816-5300 Address: 12634 S.265 West City: Draper State: UT Zip Code: 84020 Contractor: Big-D Construction Corp./Grandon Rutter Phone Number: 801-415-6056 Cell Phone: 801-231-5042 E-mail: grandon.rutter@big-d.com Address 5768 South 1475 East City: Ogden State: Utah Zip Code: 84403 Contractor's License Number: BIGDCC 111KK Expiration: EXISTING EXISTING WALL SIGN CALCULATIONS MONUMENT SIGN CALCULATIONS Wall Height: 35' Wall Length: 73' Street Setback: 61'-0"ROW Area of Wall: 2,555 SF Height of Proposed Sign: 6-3 5/8" Sign Length: 1T-8 1/2" Sign Height: 6-6" Width of Proposed Sign: T-71/4" 10.5 SF Total Sign Area: 97.3 SF Total Sign Print Area: 40.3 SF Total Sign Structure Area: First Floor Square Feet 135,209 SF First Floor Square Feet X .025= 33,802.25 Is there other wall signage on the building? No X Yes_ If yes, provide location and size of each sign. I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulations of the State of Washington. n 0o� 0-A-d 02/12/2020 Applicants Signature Date Daniel D. Filuk Print Applicants Name FOR STAFF USE ONLY Receive �< FEB 21 2020 Permit# Ace ted By Amount Received Receipt# Date Received t SIGN PERMIT APPLICATION Department of Community& Economic Development City of Arlington• 18204 59th Ave NE •Arlington,WA 98223• Phone (360)403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF COMPLETE PLANS,INCLUDING STRUCTURAL CALCULATIONS WHERE APPLICABLE, TWO(2)FULLY DIMENSIONED PLOT PLANS SHOWING ALL SIGNS ON SITE. (EXISTING&PROPOSED) Project Address: 18215 59TH Avenue NE Arlington,WA 98233 Parcel ID#: 31052200101200 Lot#: Subdivision: Valuation: $14,000.00 Owner: Swire Pacific Holdings Inc. Phone Number- (801)816-5300 Address: 12634 S.265 West City: Draper State: UT Zip Code: 84020 Contractor: Big-D Construction Corp./Grandon Rutter Phone Number: 801-415-6056 Cell Phone: 801-231-5042 E-mail: grandon.rutter@big-d.com Address: 5768 South 1475 East City: Ogden State: Utah Zip Code: 84403 Contractor's License Number: BIGDCC 111KK Expiration: EXISTING EXISTING WALL SIGN CALCULATIONS MONUMENT SIGN CALCULATIONS Wall Height: 35' Wall Length: 73' Street Setback: 61'-0"ROW Area of Wall: 2,555 SF Height of Proposed Sign: 5'-3 5/8" Sign Length: 17'-8 1/2" Sign Height: F-6" Width of Proposed Sign: T-71/4" 10.5 SF Total Sign Area: 97.3 SF Total Sign Print Area: 40.3 SF Total Sign Structure Area: First Floor Square Feet 135,209 SF First Floor Square Feet X .025= 33,802.25 Is there other wall signage on the building? No X Yes_ If yes, provide location and size of each sign. I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulations of the State of Washington.06".Q 0.4.�il' 02/12/2020 Applicants Signature Date Daniel D. Filuk Print Applicants Name FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received P 114 I I STATE OF WA8H1101D11 PARCEL #51052200101000 yl—.x�_ _ 12�8.02 r ____ ARL--- AIR LLG X X ------ PARCEL #3105220 ) TRUS0---------------------------------------------------- g o a X N88°O — _ _ _ _ PEDERSON ARNOLD TRUST x 8 X ---_=--_=_>---- X X X X__X_ /Xis( I I� --------- k- "X 9 a 8 O 14 ---------- ---- ------- � _J71 I II 1 2 le) 1 13 I I B \ FIRE LANE ' 7 x \ I I �--� I SWIRE COCA-COLA, USA I I i Q I J \ \ O Ib I I I*J 1 I rr NEW DISTRIBUTION CENTER �7 4 I CITY of ARLINGTON, WASHINGTON 1 - x I II ai ON s onto ON � I 18021 N. 59TH AVE NE I I I I 7rP 13 ARLINGTON, WA, 98223 x I PARCEL A#31052200101200 I I I 1 20'WATER EA5EMENT 5 I a EX15TINO ARcITH N AVE NE AIR LLG $ I PROJECT DESCRIPTION x A.I gTH I I I 31. CHANNEL LETTER ARLINOTON WA, . g8223 6 I I I I Ib WALL SIGN I I I i INSTALL 2 NEW 35'FLAGPOLES AT MAIN ENTRANCE, I I I �-(21I ; I ; INDEX OF DRAWINGS x 8 1 F I PARCEL B#31052200101500 1 I I ARLINOTON AIR LLG SHEET SHEET DESCRIPTION I 60`Oj I EXISTIN6 179'-0' 5gTH AVE NE OO I A-1 FLAGPOLE DETAIL5 s ♦ 2-SIDED I I ARLINOTON,WA.g8223 I0i _ — MONUMENT 51 N n Q �$�� 474'-IO' SHIRE COCA-COLA,USA DISTRIBUTION WAREHOUSE I r ® i VICINITY MAP„,TS. I I J I Wp 135,20q S.F. I L_ 1 O 11:1 N p F.F.E. 138.75' O (4} Z �Iv i b x I I I g 10 PMNT 1 2 1 I I I 6I J MTN ST HE 13\0 Q U- I} I' j J I I j ILn I< // I , SITE x I Q � -10 s I b I I I a I 3 sr rve r—1 errl. I I I BOTH I I U V I Y � a I I I � I 2 I _L— ___-- L__----_ —__—_-- I I I V 3 6 p 13 \\\ LC ADI 46 1 MI: I g I I X NO TRUC KEYNOTES O KS I6 I ICAL 2. EXSTIN6 P LINE ELECTRICAL PROPERTY ENTRANCE SECTION(5ES) 3. EXISTIN6 6A5 METER o \ \\ I I 4. EXISTIN6 3'H16H 5GREEN HALL ry N 12 17 \\ \ I I I 5. EXISTN6 6'HIGH SCREEN HALL 8 I I 6. FX15T:N6 LOADING DOCK AREA $� 30 $4 I. EXISTIN6 ROLLIN6 SATE x I t ¢ \ 8. EXISTIN6 FIRE HYDRANT 4. EXISTIN&BLACK'AM COATED JI \ \\ I I I 10. EXISTIN6 CONCRETE PAVEMENT GHAINLINK FENCE t GATE I II. E:XSTIN6 ASPHALT PAVEMENT 01 I6�J 16 5 \\ \\ \ \ \ Ib I I 12. EXISTIN6 PLANDSCAPED LA AREA RedO,FL,MTNVNstered Architect MOKOR,TX,UT,WA \ I4. EXISTING 6AGHAIWLINK FENICE I AZ, Z C «r — — — — —\ \ \ — — — _ _ _ _ _ _____ ___J L__—_ 15. EXISTIN6 MONUMENT 516N 1 o m aQ I FIRE \ 16, EXISTIN6 511 POLE LI6HTN6 11. EXISTIN6 EXIT ONLY 5I6NAOE I a0+ J 18. EXISTIN6 CONCRETE SIDEWALK-- _ I Ib I Ib I I I I 20.SPARE Q c m tD I 21. NIEW 35'HIGH FLAG POLE WITH TOP MOUNTED DOWNLI6HT Y 6 �` _ — BIOFILTRATION I I I I I q 1 iz Z X�„�l.Jc I 1� BIOFILTRATION 126q.51' I O I I 01 EXISTIN6(2) —� � ��V,_ I I I o e "=b �I ONLY PANEDIRECTIONL SIGNS L EXIT 58 °08 03 E -wX I GATE Z 31i, N I PARCEL #51052200102100 "^'� X �c I NYLANDER PROPERTY LLG g 18021 5gTH AVE NE ARLINOTON,WA. g8223 OFFICE COPY t- I SITE PLAN CITY OF AR'LINGTON BUILDING DEPARTMENT SITE PLAN SCALE, I°=40'-0' NO TH APPROVED DATE_9/Z f�� BY� eceived p NO CHANGES A"uTHOy TH. A g.g 12020 �1 pl 00 \ UNLESS APPROVED BY THE v cv ' BUILDING INSPECTOR 3fl`�5 LANDSCAPE - 35'HIGH NOTES: _/ FLAC7POLE(TIPJ 1147 I 1. FLAG POLE PER MFR. ❑ REGISTEREID DIRECT BURIAL J BOX 2. TAMPERED WITH CLEAN DRY SAND. 3. 16 GA CORR. GALV. STEEL SLEEVE. 4 0 D. K x 4. 1/4" SLOPE AWAY FROM POLE ALL STATE°FwASHINOTnN Q I AROUND. :2 I I 5. 3 ADDITIONAL TIES IN TOP 5". _b �- 6. 24" DIA CONCRETE PIER WITH 6 4 -� IS^x Ib"PRECAST PAVERS �—•50,O.C.VERIFY #6 VERTICALS AND #3 TIES AT ❑ PLACEMENT W/CLIENT `� in ■ i i (4) 12" O.C. EXISTING 7. FINISHED GRADE OR CONCRETE 5 I SLAB AS OCCURS. iv L MONUMENT 51GN (�) 8. STAGGER LAPS 180' AT ALTERNATE ° - MIN 0o a I -- TIES. ---------- �;'' --- ------ 9. V-0" FOR #3. .,t o0 0 r.; ---- 10. STEEL BASE PLATES AND LIGHTNING 0 -----�- SPIKE PER FLAG POLE MFR. 'O (5) <91 CONCRETE HALKHAY A t,: /6) LANDSCAPE `'1 Y l (2)(3) CD X a (6) co M If SECTION �$) 1 FLAG POLE PLAN LOCATION SCALE: I/8"=1'-O . . Ii .• X O -�- DOWNLIGHT FIXTURE ON NOTE: POLE-AMERICAN VXa'FLAG (1 O) ADDITIONAL 1'-0" OF CONCRETE STARGAZER 5GERT-M-##5K. OUTLINE(2) u BASE DEPTH AT LANDSCAPED GOLD-OR EQUAL EACH POLE - AREAS. _- 130 FOUNDATION — 35'-0" MAX FLAG POLE ISSUED AS SSK19 2 13 20 18-741 NO SCALE El 771 — — w } J 0 s�p4 WASJn,w �� CARUSO ■ TURLEY ■ SCOTT ■ INC. 35' P C' s0 TALL ALUMINUM POLE _ r .. L�� Q �sQ�F Yea s CONSULTING STRUCTURAL ENGINEERS CONCORD AMERICAN g O� JOB NUMBER DRAWN KTREMEE5R35 SERIES- _- - .. 1215 WEST RIO SALADO PARKWAY SUITE 200 E5rz3sF11 OR E�A� J ,1 LL TEMPE, ARIZONA 85281 WWW.ctsaz.com DATE-741 EN RMV ? V �yo 53 03 q� Ph: (480)774-1700 Fax: 480 774-1701 o ( ) 2 ii 19 JNP MJM SHEET REF ° G SWIRE COCA—COLA, USA S302 w 01 f3,ZG DISTRIBUTION CENTER EXPANSION I I I EXISTING C)Z ARLINGTON, WA 98223 S S K 19 EX15TINO MAIN uj BUILDING BEYOND I I I 516 MONUMENT U v LL THESE DRAWINGS/CALWLATIONS ARE CONSIDEIHD PRELIMINARY-NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFl%ED M7Tj WRITTEN SIGNATURE - _ t UZ U, r TYP. TYP. O O Q Q $ FLAG POLE ELEVATION I DIRECT BURIAL Um ACCE59BLE LID T"DIA. FLAGPOLE to O KEYED NO TES I INSTALL w I NE•RIFY wMNFRJ --H 2?SURROUND PER MNFR. (n Fj ❑i NEW POLE-TOP DOME LIGHT FOR FLAG LIGHTING- CONCORD AMERICAN FLAGPOLE MODEL NUMBER IRECTIONS I COLLAR PLATE Q Q Q SGER-M-##5K-GLD-FINISH(73W, 24V, 1085lumens, 5000K). PROVIDE WITH CORD LENGTH AS NECESSARY TO I _ I SLOPE o 1/4'.12' `•Y POWER SUPPLY(KEYED NOTE#2). COORDINATE EXACT LOCATION PER OWNER/ARCHITECT'S DIRECTION. �2 NEW.DIRECT BURIAL POWER SUPPLY FOR FLAG LIGHT- CONCORD AMERICAN FLAGPOLE MODEL#PS1201277-IG FINISH 6RADE a (40W MAX). COORDINATE EXACT LOCATION PER OWNER/MANUFACTURER'S RECOMMENDATIONSSEALANT R TIE INTO EXISTING EXTERIOR LIGHTING CIRCUIT FEEDING MONUMENT SIGN LIGHTS(EXTERIOR MOUNTED LIGHTS, , = NOT INTEGRATED SIGN - EXISTING CIRCUIT HAS 2-43W SPOT LIGHTS INSTALLED). TOTAL LOAD ASSUMED 4 HARDHOOD WED6ES PER 8 _ UNDER PREVIOUSLY PERMITTED DOCUMENTS WAS 1200, ACTUAL INSTALLED(INCLUDING FLAG POLE LIGHTING)IS I MANUFACTURE o 126W=NET REDUCTION OF 1074W. NO PANEL SCHEDULE OR ONE-LINE SHOWN AS LOAD IS REDUCED. 4. POLE LIGHT POKER THRU U/6 Q PROJECT NAME:DISTRIBUTION CENTER EXPANSION CONWIT TO J-BOX SEAL CONDUIT O ALL PENE ALL OTHER EXTERIOR LIGHTING IS EXIS7NG TO 597H AVE NET IONS Registered ArchNect in: REMAIN(UNDER SEPARATE PERMIT). ARLINGTON,WA I FOUNDATION 5LEEVE AZ,CO,FL,MT,NV,NM,OkOR,TYtJ%WA ARCHITECT DDF ARCHITECTURAL GROUP ,n PER MAK FALTURE 'l ALL DESIGNS,DRAWINGS,AND SPECIFICATIONS I V I' TAMPERED SAND m 4IY ® ARE THE EXCLUSIVE PROPERTY OF WELCH& I 2 SANDON DESIGN,LLC. THESE DRAWINGS SHALL NOT BE COPIED WITHOUT WRITTEN Hs; PERMISSION OF WELCH&SANDON DESIGN,LLC. STEEL CENTERING VED6E5 PER I THESE DRAWINGS SHALL NOT BE ALTERED BY g ANYONE BUT WELCH&SANDON DESIGN,LLC. MANUFACTURE <Ed STEEL BASE PLATE ASSEh1aLY J 9 I ■ wlar�a IIIlwumw 6-m-m-ZME-3,111111111 I II d q a`b E ELECTRICAL CONSULTING ENGINEERS II K N ' J WP, NWSD PRO JECT#T8-0114.FP0 ( II CONCRETE-SEE STRUCTURAL FOR LPO" EXISTING BUILDING pf0 8 s o �. REINFORCING " TI' ,Q 4664 E.BASELINE ROAD,SUITE/f03 II ej MESA,AZ 85206 ' (Ex�snNGFE PHONE480.641.6383 I I L16HTNIN66ROUND FLAG POLE t olyW105Iqud SEAL- WW 00 PROJECT MANAGER. u SPIKEDETAILS William I9W9nIemR. xo I 9 Welsh R.Welch o■e:20x0.0x.1x �yt,o �.� WILLS BENBOW WIDTH-SEE 51RUC.TURAL W51-700' 3 x 2.x DATE: ELECTRICAL SITE PLAN 02.12.2020 S ENLARGED FLAGPOLE BASE 5GALE: I°=50'-O" a , , SHEET SCALE: 3/4"=1'-O" A•_1■ NORTH ET•0 SEALED: 02-12-2020 Job No. 18-741 Sheet No. Cover E By JNP Date 02/20 S,(.o4HER Aj,� E QS OF WAS d'Q CARUSO T TURLEY CLIENT: Aa SCOTT �o C�53604 � KDF Architectural Group �� G structural 300 W Clarendon Ave, Suite 320 engineers Phoenix, AZ 2/13/20 PROJECT: Swire Coca-Cola Flagpole Foundation -Arlington 59th. Ave. NE Arlington, WA 1 i l STRUCTURAL ENGINEERING i EXCELLENCE PARTNERS GENERAL INFORMATION: { Richard Turley,PE PaulScolt SE PE BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE Sandra Hard,SE,PE,LEED AP Chris Atldrrson,SE,PE,LEED AP Thomas Morris,SE,PE,LEED AP Richard Dahlmann,SE,PE Troy Tlaley,SE,PE,LEED AP Brady Nolbohm,SE,PE OFFICE COPY FDAKFE0 F ARLINGTON BUILDINGAPPROVED ppDEP`A'RTMENT 1215 W.Rio Salado Pkwy. P 1—R O V E Suite200 / Re_reived Tempe,AZ 85281 � BY GOT.(480)774-1700FFR 1 2020 F.(480)774-1701 ANGES AUTHORIZEDwww.CTSAZ.com S APPROVED BY THEING INSPECTOR ATC Hazards by Location https://hazards.atcouncil.org/#/wind?lat=48.1724443&Ing=-122,1513... I •!> u a!�� aruiu•vvw�aey Search Information aurn�Qton°: ° Address: 59th Ave N" ,Arlin ton, VdA JII 23,USA 101 Verve» } --- 9 - 137 ft I Oak'Harnor I Coordinates: 48.1724443,-122.1513955 Elevation: 137 ft Mi. •BaKer-Snoqualrn Timestamp: 2020-02-11T17:08:39.078Z Niaryavllle National Forest WhidbeyEyerett + Hazard Type: Wind iat Island"-"o Got . le g Map dRbp6A)A) (AAerroto ASCE 7-16 ASCE 7-10y ASCE 7-05 MRI 10-Year 68 mph MRI 10-Year 72 mph ASCE 7-05 Wind Speed 85 mph MR125-Year 74 mph MRI25-Year 79 mph MR150-Year 79 mph MR150-Year 85 mph MRI 100-Year 84 mph MRI 100-Year 91 mph Risk Category 1 93 mph Risk Category 1 100 mph Risk Category II 98 mph C� Risk Category II 110 mph Risk Category III 105 mph Risk Category III-IV 115 mph Risk Category IV 109 mph The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer. Per ASCE 7, islands and coastal areas outside the last contour should use the last wind speed contour of the coastal area-in some cases,this website will extrapolate past the last wind speed contour and therefore, provide a wind speed that is slightly higher. NOTE:For queries near wind-borne debris region boundaries,the resulting determination is sensitive to rounding which may affect whether or not it is considered to be within a wind-borne debris region, Mountainous terrain,gorges,ocean promontories, and special wind regions shall be examined for unusual wind conditions. While the information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its accuracy.The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals,having experience and knowledge In the field of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website, Users of the information from this website assume all liability arising from such use.Use of the output of this website does not imply approval by the governing I�P.C:P..IVP.CJ � i 2 of 2 ITR 21 ?non 2/11/2020, 10:08 AM i CARUSO TURLEY SCOTT Job Name structural engineers 1215 W.Rio Salado Parkway,Suite 200 Tempe,Arizona 85281 lob No, Sheet No, �. T.-480 774-1700 www.clsaz.com By 5 A/P Date rf'�40 F(ag t 1 I t t 0,00 uOwr^�, Z i y f a P Q �r rl (1,t tll,t` CoCre (16) —� TO : , r �, i, a � Ih �I Oct — i�.doa3y'x$') t �oMPh) 90.: tbs''7 _ ,a I x Fln Rcp�v0c� i I Project Title: I Engineer: i Project ID: Project Descr: CT.5 Pn?,,# tx,• yq I '• Pole FootingEmbedded in Soil File aLCTSEN-1118741CG-11CALCUL-1tFLAGPO-11F1ag Pole Foundallonelnch.ec6 1 Software w ri M ENERCALC,INC,1983.2019,Dulki:12.19.11.30. KVV-06000624 CARUSO TURLEY SCOTT Code References Calculations per IBC 2015 1807.3, CBC 2016,ASCE 7-10 1 Load Combinations Used :ASCE 7-10 j General Information ' Pole Footing Shape Circular Pole Footing Diameter...,...,.,. 24.0 in Calculate Min.Depth for Allowable Pressures No Lateral Restraint at Ground Surface Allow Passive.................. 300.0 Pei Point Load Max Passive................... 1,500.0 psf Controlling Values Governing Load Combination: +0.60W — Lateral Load 0.4977 k o Moment 10.659 k-ft NO Ground Surface Restraint t Pressures at 113 Depth Actual 550.74 psf ; Allowable 552.48 Psf Minimum Requlred'Deplh 5.625 it Distributed Loy it Surface No later I restraint Footing Base Area 3.142 11112 . Maximum Soll Pressure 0.0 ksf s r;:.«0 Applied Loads Lateral Concentrated Load (k) Lateral Distributed Loads (kif) Vertical Load (k) D:Dead Load k k/ft k Lr:Roof Live k k/ft k i L:Live k k/ft k S:Snow k klft k W:Wind 0.260 k 0.01627 k/ft k E:Earthquake k k/ft k H:Lateral Earth k k/ft k Load distance above TOP of Load above ground surface ground surface 30.0 it 35.0 ft BOTTOM of Load above ground surface 0 It Load Combination Results Forces @'Ground:Surface Required Pressure at 1/3 Depth Sot increase Load Combinallon - Loads-(k) Moments-(ft-k) Depth-(It) Actual-(psf) Allow-(psf) Factor I 0.000 0.000 0.13 0.0 0.0 1.000 +0.60W 0,498 10.669 5.63 550.7 552.5 1,000 +0,450W 0.373 7.994 5.00 498.2 498.3 1.000 �P,CeIVP..C� FFR 2 1 202.0 NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ,'APPROVED PERMIT#: AM PM DATE: u j 1 d l C- OB ADDRESS: '�' f1�� ;�. r '� LOT#: PROJECT: 1 �;_E (. 6 CA- co 1 G_ TYPE OF INSPECTION: OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION erY_- THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE ClPLANNING O CIVIL o RU11,DING CITY OF ARLINGTON 4t, NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY 7f APPROVED PERMIT#:�� - ()QS AM PM DATE: L-2.I q?.&)Z-0 JOB ADDRESS: It;Z-I r\1- IJI LOT#: PROJECT: �WIZC TYPE OF INSPECTION: I A I OTHER: ''�P1 �0jr ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION kv,41 a � Al t %., I rio _).tGt?. 101171ll05_--t I is-1 Fit I'.1iTiu_i1ST THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE ClPLANNING O CIVIL 77f BUILDING CITY OF ARLINGTON NG v NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY 7f APPROVED PERMIT#: ICJ- 41( ;- AM/PM DATE: �O•�� �� JOB ADDRESS: us T;qTM LOT#: PROJECT: Wtk-�_,plP- TYPE OF INSPECTION: Fi,i t OTHER: Cl NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION l�"1I�1l 1p t�Ir\/-I mi y ,Ltffla11cT THEACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-34177 INSPECTOR DATE Cl PLANNING 0 CIVIL C(BUILDING CITY OF ARLINGTON CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:18215 59th Ave NE Permit#:3045 Parcel#:31052200101200 Valuation: 14000.00 OWNER APPLICANT CONTRACTOR Name:SWIRE PACIFIC HOLDINGS Name:[Company Name] Name:Big-D Construction Corp Address: 12634 S 265 WEST Address:[Company Address] Address:404 W 400 S City,State Zip:DRAPER,UT 84020 City,State Zip:Ogden,UT 84403 City,State Zip:Salt Lake City,UT 84101 Phone: Phone:801-415-6056 Phone:801-415-6056 LIC:BIGDCCN950JD EXP:04/04/2019 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Sign CODE YEAR: 2015 STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and d -� / Signature Print Name Date Released By D e CONDITIONS Adhere to approved plans. Call for inspections. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 02/29/2020 Signs $354.91 02/29/2020 Processing/Technology Fee $25.00 Total Due: $379.91 Total Payment: $0.00 Balance Due: $379.91 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 Go PHONE; (360) 403-3551 BUILDING PERMIT Address:18215 59th Ave NE Permit#:3045 Pared#:31052200101200 Valuation: 14000.00 OWNER APPLICANT CONTRACTOR Name:SWIRE PACIFIC HOLDINGS Name:[Company Name] Name:Big-D Construction Corp Address: 12634 S 265 WEST Address:[Company Address] Address:404 W 400 S City,State Zip:DRAPER,UT 84020 City,State Zip:Ogden,UT 84403 City,State Zip:Salt Lake City,UT 84101 Phone: Phone:801-415-6056 Phone:801-415-6056 LIC:BIGDCCN950JD EXP:04/04/2019 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP JOB DESCRIPTION PERMIT TYPE: Sign CODE YEAR: 2015 STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY; NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC1I0/IRC110. SALES TAX NOTICE: Sales tax relating to constriction and construction materials in the City of Arlington must be reported on your sales tax return fonn and coded City of Arlington#3101. zz'�� Signature Print Name Date Released By Dde CONDITIONS Adhere to approved plans. Call for inspections. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED,THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 02/29/2020 Signs $354.91 02/29/2020 Processing/Technology Fee $25.00 Total Due: $379.91 Total Payment: $0.00 Balance Due: $379.91 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon Permit#: 3045 Permit Date: 02/24/20 Permit Type: SIGN INSTALLATION Project Name: Swire Coca Cola-Flag Pole Applicant Name: Big-D Construction Applicant Address: 5768 South 1475 East Applicant, City, State, Zip: Ogden,UT 84403 Contact: Daniel Filuk Phone: 801-415-6056 Email: grandon.rutter@big-d.com Scope of Work: Install - 35' flagpoles at entrance Valuation: 14000.00 Square Feet: 0 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: 03/06/2020 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Raelynn Jones Property Parcel# Address Legal Description Owner Name Owner Phone Zoning SEC 22 TWP 31 RGE 05RT- SWIRE PACIFIC 31052200101200 18215 59TH AVENUE NE 6A)S1/2N1/2 SW1/4 HOLDINGS NE1/4 EXC RDS Contractors Contractor Primary Contact Phone Address Contractor Type License License# Big-D Construction Corp Jared Brooks 801-415-6056 404 W 400 S CONSTRUCTION Labor a CONTRACTOR Industri nd es BIGDCCN950JD Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 06/18/2020 S00.SIGN FINAL Flag pole complete 06/18/2020 06/18/2020 Completed 06/11/2020 S00.SIGN FINAL Flag pole installation 06/11/2020 06/11/2020 BUILDING Completed approved Plan Reviews Date Review Type Description Assigned To Review Status 02/24/2020 SIGN INSTALLATION BUILDING 02/24/2020 SIGN INSTALLATION Josh Grandlienard Fees Fee Description Notes Amount Signs Valuation Permit Fee Only $354.91 Processing/Technology $25.00 Total $379.91 Attached Letters Date Letter Description 02/28/2020 Building Permit 02/24/2020 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 03/03/2020 grandon Rutter 79324072 $379.91 Outstanding Balance $0.00 Uploaded Files Date File Name 10/04/2021 9820033-3045 IC 6.18.2020(2),pdf 10/04/2021 9820034-3045 IC 6.18.2020.pdf 10/04/2021 9820035-3045 IC 6.11.2020.pdf 02/24/2020 6272782-3045 Apnlication.pdf 3 £TbT-b£Z-Z09:d/898T-b£Z-ZO9:0 BI00'LI £TOS8'euozuy'xluaoyd Z 0 3�1 3AV F1189 N L�� ow eor o OZ£alln5'anuany uopua�eU'M 00£ a 31N30 Nounsiasia a iJail �j t�'a IaueVSIl`tl0D-t�0�3SIMS W SNOislh3a I I I X—X—XXX—X—XX—X—X—X—X—X—X—XX X—X—X—X—X—X—X—X X— a w LU w W V Z - n O W x '�"...� ti Q> a}i r n w z co U 8 o €�� ....� Z =Z N z Z boa yaz W N z F n (n t1 ;<z U Quern CC f d �_ W ¢ °¢ ° 2 j C 7 ~ 31 3/V HiL9 V 6 U W. 2 m a U a a _ �., LL, d u Z= L Z m C7 L0 O < o _ Illy ��$� >a� Z�� z z I— LL O Z' z X_� Q O -��.a hiss IL U 0 Q O J W X ~ um.og� ma���nn a osInX�n co cr- LC.J O �— Q JJ N xN xN xN xN xN�N_(xN xN xN_�N_(xN N N N xN_X_N Ux1 XN_pttttQ pQ x W /.� Fn Z O W W WWWWWWWWWWWW41 Lt1W WNN — O 1►►���y11 Z } V/+L T_ N ,.Q, _fV 11�7ND t'd�Q O_fVM7i11D_tp ts'ryry O1� I E V) cv Q I - - - - - - - - - - OOI LU mil � # zI �� I vY I O 0Qf m x Q I O� N O d) O wv ,r:�) I mc)=o 0� # 0 p]znz coy Q z ° w odt'` r --I I#o w x I `------ -- z _ ----J L--- IOwt I --- ------- --------------- 0 ----------------- ------ - CA I --------------- �� i I �---------- ------------ ----------I rpm---------- - i---- II I I I m I I - I o I I I M x rsmon,11 ON sxOnm SAOnai ON sm al ON sxonai ON I f`I I I I I I o w — — — — — — — — — — — — — — — — — — — — — — — — z (3 F— X I ��// xv_I — — — — — — - - - - - - - - - - - - - -z - - I Z I61 o I < I o —X ` �: A� ��\ O I \� \ I I I \\ \ I I N►� I I I I � \. 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