Loading...
HomeMy WebLinkAbout404 N Olympic Ave_PWD2749_2026 Permit#: 2749 Permit Date: 10/04/21 Permit Type: GRADING Project Nam e Arlington Innovation Center Site Im lrovem arts Applicant Nam a Carletti Architects Applicant Address: 116 E Fir Street, Suite A Applicant, City, State, Zip: Mount Vernon,WA98273 Contact Person: Peter Carletti Phone: 3604240394 Ext 101 Em al: peter@carlettiarchitects.com Scope of Work: Site regrading,paving and concrete work 85 yards cut- 90 yards fill Valuation: 175.00 Project#:: ID Code: CED Permit Issued: 01/20/2022 Permit Expires: Status: COMPLETE Assigned To: Am Tesia Lawlis Property Parcel# Address L egal Description O wner Nam e Omer Phone Zoning 00529900800902 4 04 N OLYM PIC AVE C ITY OF 641 Autom dbile ARLINGTON Repair&Services Contractors Contractor P rim ay Contact P hone A ddress C ontractor Type L icense License# TRICO Com pmies, 3607572373 1 5066 Josh Construction TRICOCL886Q8 LLC Wilson Rd Contractor Inspections Date Inspection Type D escription S cheduled Date C om lleted Date I nspector Status 02/04/2022 CO2.CIVIL ON- Storm Drainage 0 2/07/2022 C ED INSPECTOR COMPLETE SITE 10/18/202110/18/202110/18/202112/22/202112/22/202112/22/202112/22/202101/20/202201/20/2022 Plan Reviews Date R eview Type D escription A ssigned To T arget Date 10/04/2021 G RADING S ee note N ova Heaton 1 0/18/2021 10/04/2021 G RADING C ED INSPECTOR 1 0/18/2021 10/04/2021 G RADING P LANNING 1 0/18/2021 12/15/2021 FM TERIAL SUBMITTALS N o com m ats PW Adm ii,LT&KS P W ADMIN-GIS 1 2/22/2021 12/15/2021 FM TERIAL SUBMITTALS P W-SEW REV 1 2/22/2021 12/15/2021 MATERIAL SUBMITTALS P W-STORM REV 12/22/2021 12/15/2021 MATERIAL SUBMITTALS P W WAI'-REV 12/22/2021 O1/13/2022 RIGHT OF WAY C ED INSPECTOR O1/20/2022 O1/13/2022 RIGHT OF WAY N ova Heaton 01/20/2022 Fees Fee D escription N otes A m amt Processing/Technology $25.00 Grading Perm i $135.00 Grading Plan Review $260.00 Processing/Technology Per fee waiver ($25.00) Grading Perm i Per fee waiver ($135.00) Grading Plan Review Per fee waiver ($260.00) Total $0.00 Notes Date Note C reated By: 06/28/2022 Project approved per Kevin Olander 6/28/22.Ok to close file. R aelynn Jones Uploaded Files Date File Nam e O1/19/2022 10541029-PWD-2749 Approved Perm i Fee WEiVer Request.pdf O1/13/2022 10506929-2749 ROW Site Plan&TCP.pdf O1/13/2022 10506928-2749 ROW App.pdf 12/15/2021 10309548-4544-21 Arl Innov Center-TCLLC COI 2021-02-2022-02.pdf 12/15/2021 10309547-4544-21 Arlington Innovation Phase II Sub 02 Storm 2021-12-14.pdf 12/15/2021 10309546-4544-21 Arlington Innovation Phase II Sub 01 -CESCL 2021-12-14.pdf 12/15/2021 10309545-4544-21 Arl Innov Center-TCLLC Property COI 2021-02-2022-02.pdf 10/04/2021 9817686-Application 10.4.2021.pdf Date: 01/29/2026 Permit#: 2749 Perm Date: 10/04/2021 Review Date: 10/04/2021 Perm Type: GRADING Review Type: GRADING Target Date: 10/18/2021 Scheduled Time 00:00 Com pleted Date: 10/22/2021 Description: See note Review Status: COMPLETE WITH CONDITIONS Assigned To: Nova Heaton Tim eln: 00:00 Time O it: 00:00 H curs: 0.0 Notes 1. There is an existing chain link fence on the north side of the building. Is that staying? Is that ok per land use? Black vinyl neeed? -Existing non-conform fig -NEH 2. Tightline roof and overhand drainage into existing system. -Shows tightline on north end, south end already has tightline. 3. Provide a detail for the concrete stairs on the south side of the building. - Condition-NEH 10/22/2021 4. Provide landscaping plan identifying plants,planting detail, root barrier, etc. Condition-NEH 5. There is an existing sign in the northeast corner of the lot. Is that staying? It is not identified on the plans as being protected or being rem wed. Protected see note C 1 -NEH 6. Provide pavem ait m xkings Condition-NEH 10/22/2021 See drainage m an o And Conditions for NEH Property Inform ation Parcel#: 00529900800902 C ITY OF ARLINGTON CITY OF ARLINGTON 2 38 N OLYMPIC AVENUE 404 N OLYMPIC AVE A RLINGTON, WA98223 Zoning: 641 Autom chile Repair& ServicesLot: Block: r CONSTRUCTION PERMIT APPLICATION JL Community&Economic Development City of Arlington e 18204 59th Avenue NE - Arlington,WA 98223 - Phone(360)403-3551 CIVIL(TYPE I) 71 GRADING/PAVING/DRAINAGE(TYPE II) 71 RIGHT OF WAY(TYPE III) ✓Q TYPE I&Ii ONLY NEW DEVELOPMENT 71 REDEVELOPMENT ARLINGTON INNOVAl10N CENTER SITE IMPROVEMENTS Project Name: 00529900800902 Snohomish County Tax Patr.el I.D.#: 404 N OLYMPIC AVENUE; ARLINGTO ,WA 98223 Project Address/Location: Description of Project:SITE REGRADING, PAVING, CONCRETE WORK OWNER Naive: Address: 238 N OLYMPIC AVENUE Cit :ARLINGTON State:WA Zi :98223 Phone: 360-403-3448 Email:SLOPEZ@ARLINGTONWA.GOV APPLICANT Name: Carletti Architects, P.S. - Peter Carletti Address: 116 E. Fir Street, Suite A City: Mount Vernon State: WA Zip: 98273 Phone: 360-424-0394 EXT. 101 Email: eter carlettiarchitects.com ENGINEER PATRICK SEVERIN, SOUND DEVELOPMENTGROUP Name: Address:P.O. BOX 1705 city: MOUNTVERNON State:WA Zip:98273 Phone:360-404-2012 Email:PAT@SDG-LLC.COM License #:32226 Expiration- 01-19-23 CONTRACTOR Name: To be determined via public bid process Address: City: State: Zip: Phone: Email: License#: Expiration: 1,hereby certify that I have nd examined this application, City of Arlington Municipal Code,Standard Plan&Specifications. Performance of the proposed work shall follow 11 ap 'cable laws and regulations.The owner/applicant shall assume full and complete responsibility far said work and shall be responsible for the: q sition uid compliance of all applicable permits and/or authorizations which may include, but not limited to,Rigid of Way Pennit,WSDW Hydra c P jest proval(IIPA),WSDOE Notice of latent(NOI),National Pollutant Discharge Elimination System (NPDES),Anny Corp.of Engineers Perini q men of the Endangered Species Act,and the Forest Practices Application(FPA). Signature Print Name: Date 121 v<eceiveu Page 1 of2 REV 11/2018 SEp 212021 Complete package constitutes all items Only comWetesubmittals will be accepted. Civil-Submittal Requirements.Type I: ❑ Complete Application; ❑ Construction Plans including cut/fill quantities; • 2 full size plan sets 22"x 34" • PDF file of the complete plan set • 2 full size set of landscape plans x 34" ❑ Marysville Utility plans,ifapplicabl 2 sets); ❑ Drainage Analysis including calc ations and downstream analysis(2 sets)and(PDF file);refer to Stormwater Drainage Requirements; ❑ Geotechnical Report(2 se and(PDF file); ❑ SEPA is required if 50 r more cubic yards of cut/fill is proposed(not required if included with a Land Use Permit); ❑ Grading cut/fill q tity: ❑ Design Vehicle demonstrate turning radius include 45'Fire truck,dual axle,2 56 inch wheel base; ❑ Complete S ets Checklist ❑ Drafts o asement(s) dedication(s),and/or CAPE(s)for review; ❑ Floo azard Permit Application and required documentation if project is within 100 year flood plain;refer to Flood H and guidance documents; ❑ instruction Calculation Worksheet; NPDES Permit(if required);See Storm Water Drainage Report New or Redevelopment Flowcharts; ❑ Assurance Device will be.required prior to Permit Issuance(Bond or Assignment of Funds); ❑ Permit Fee due at time of permit submittal. Grading/Paying/Drainage Submittal Requirements.Tyne If: Complete Application; Construction Plans including import/export quantities; • 2 full size plan sets 2 2"x 34" PDF file of the complete plan set Iv' ► Drainage Analysis including calculations and downstream analysis (2 sets)and(PDF file);refer to Stormwater Drainage Requirements; Geotechnical Report(2 sets)and(PDF file); IVA l% SEPA is required if 500 or more cubic yar4s of cut/fill is proposed(not required if included with a Land Use Permit); „-^ Grading cut/fill quantity: S �'1 Irl�{ Construction Calculation Worksheet; NPDES Permit(if required);See Storm Water Drainage Report New or Redevelopment Flowcharts, n� Permit fee due at time of permit submittal. I'rI Right of Way Submittal Requirements.Tyne III: r, J l Complete Application; Construction Plans; Traffic Control Plan; Road Closure Request; �� Temporary Erosion&Sedin nt Control(TESC)Plan; Certificate of Insurance with the City of Arlington named as Additional Insured; ❑ Assurance Device will be required prior to Permit issuance(Bond or Assignment of Funds); ❑ Engineers Estimated Cost of Construction;5 ❑ Permit fee due at time of permit issuance. Page 2 of IN A PORTION OF THE SW 1/4 OF THE SE 114 OF SECTION 02,TOWNSHIP 31 N.,RANGE 05 E.,W.M. ARLINGTON,WASHINGTON SHEET INDEX ( T. SHEET NUMBER SHEET TITLE •' _ _ I DIVISION ST - U"A 4 C-1.0 1 OF 5 COVER SHEET _ W DIVISION ST -• - - -' E UIVIS�r`1 ST Sound Development Group C-1.1 2 OF 5 EXISTING CONDITIONS, DEMOLITION & TESC PLAN „_ T. __• ENGINEERINGSURVEYINGSIANDDEVELOPMENTSERVICES ! P.O.SIM 1705.1111 Cleveland Avenue,Sutte 202 C-1.2 3 OF 5 PROPOSED GRADING & SITE PLAN Mount Vemon,WA 98273 Tel:360404-2010� `) ,'�,�` ' "` I C-2.0 4 OF 5 CITY OF ARLINGTON AND WSDOT DETAILS SHEET REVISIONS: } N0.DATE DESCRIPTION APPROVED C-2.1 5 OF 5 SPECIFICATIONS _ � I I LEGEND s CALL 48 HOURS BEFORE YOU DIG -——————- ENS7ING RIGHT OF WAY LINE -- PROPOSED PROPERTY BOUNDARY F '"� 1 - � � a�- ASBUXT ROAD CENTERUNE -——————- PROPOSED ROAD R/p 5 1.800.424.5555 9 IT OF WAY Is W "A o -. EXISDNG ROAD CENTERLINE — PROPOSED ROAD CENTERLINE I 5 EWSRNG PROPERTY UNE -- PROPOSED PROPERTY LINE(INIERIOR) rn A O ENS77NG PROPERTY CORNER J.. PROPOSED SIGN E_ :LLJ —.—W— EXlS M ST"DRAIN sD PROPOSED STORM DRAIN M LU Q DISTING ME CB - ® PROPOSED STORM CA70H BASIN TYP£W I _, '( ,.-._.._ . .,„.,,. .. .. O -u. _w J.1 Ll AVE .. ❑ MS77NG TYPE 1 CB ■ PROPOSED Sh"CATCH BASIN ''• LJ : Z ,w ss fXISDNG SANITARY SENFR ss PROPOSED SANITARY SEWER y ._-r i. - Z v/ O EAIS77NG SANITARY MANHOLE PROPOSED SANITARY MANHOLE 3 € EXISTING WATERLINE • PROPOSED SANITARY SEWER CLE4NOUT P } C9 I I s } I O D4 ENSTING HA7ER VALVE W PROPOSED WATERLINE 1 I � I � � ZJ W W EXISBNG flRf HYDRANT /C PROPOSED WRIER VALVE ( 4 € 1 ( LLJ L a' Z O O = c ENS77NG GAS UNE 4- PROPOSED FIRE HYDRANT P ENS77NG PONFRUNE PROPOSED NR-VAC RELEASE ASSEMBLY I p .! ; a .3 W -- T--F--------� EAIS77NG EENCEL/NE t PROPOSED BLOW-OFF ASSEMBLY p !! } s' ? # i �I r '.. / EXIS71NG EDGE OF ASPHALT UI- — PROPOSED UDUTY TRENCH V EXISDNG CURB&GUTTER c PROPOSED GAS UNE ) ROB !E CST a EXISDNG CONCRETE P PROPOSED PONFRUNE ENS77NG ASPHALT PROPOSED CURB AND GUTTER a £XISBNG GRAVEL 0 PROPOSED CWCREIE SITi _ fJ ------29-- -------- EXISBNGCON70UR - 'PROPOSEDASPNALT 3. _ `•'�."',."",�'.'...'..," PROPOSED GRAVEL S w - ' W 4TH T 29 PROPOSED CONTOUR BRK PROPOSED 87EAKUNE 1 k St _ SWL PROPOSED SIRAi' I J LEGAL DESCRIPTION f LU MC MAHONS 1ST ADD TO ARL ELK 008 D-00 S 761FT OF LOTS 9&IOE 1OFT OF S AFT LOT 11 NO SCALE o W SITE INFORMATION ' T a ,Zw SITE OWNER: CITY OF ARUNGTON "-w NOR ', C) YI SITE PARCEL NUMBER: 005299OD800902 LLI SITE ADDRESS: 404 N OLYMPIC AVENUE;ARLINGTON,WA 98223 - "^ -m-- t.. _._. ! 1 1 0 ce SITE ZONING: OTBD-1,OLD TOWN BUSINESS DISTRICT 1 LWL1 ` SITE AREA: 6970 SO.FT. - 0.16 ACRE VICINITY MAP ON-SUE PARKING C REQUIRED: 3 STALLS(1 STALL/400 SF-1,061 SO FT/400=2.65) PROVIDED: 3 STALLS DIMENSIONS: WIDTH=9.5 FT,LENGTH=19 FT BASIS OF BEARING SEE SURVEY NOTES FROM METRON AND ASSOCIATES PUN SETS. UTILITIES SERVING THE SITE CITY CONTACT OWNER: ENGINEER/SURVEYOR: HORIZONTAL DATUM CITY OF ARUNGTON SOUND DEVELOPMENT GROUP,U.0 WATER SANITARY SEWER SARAH LOPEZ,COMMUNITY ENGAGEMENT DIRECTOR 238 N OLYMPIC AVENUE PAT SEVERIN/JAY STANDISH G� S SEE SURVEY NOTES FROM METRON AND ASSOCIATES PLAN SETS. CITY OF ARLINGTON SACITY OF ARLINGTON S EMAIL:SLOPEZ®ARUNGTONWAGOV ARLINGTON,WA 98223 1111 CLEVEIAND AVENUE,SUITE 202 (360)403-3526 (360)403-3526 PH:3E 3 . PH: 360.403.3421 ADDRESS PH: ::238 MOUNT VERNON,WA 98273 FIELD EQUIPMENT N N.OLYMPIC AVENUE PH: 360.404.2010 ARLINGTON,WA 98223 EM: pat®sdg-Ik.com/jay®sdg-Hoosm SEE SURVEY NOTES FROM METRON AND ASSOCIATES PLAN SETS. GAS: POWER. o �a- CASCADE NATURAL GAS SNOHOMISH COUNTY PUD ARCHITECT: EXISTING CONDITIONS SURVEYOR 6 A, sT ° CONTACT:JIM HOBBS CONTACT:BRETT SMITH sssloMA�EN°� VERTICAL DATUM 360.336.3876 (360)435-7512 CARLETTI ARCHITECTS METRON At ASSOCIATES,INC. PETER CARLETTI TOM BARRY SEE SURVEY NOTES FROM METRON AND ASSOCIATES PUN SETS. PHONE 360.424.7701 307 N.OLYMPIC AVENUE,SUITE 205 EMAIL:peterOwdettiarchitects.com ARLINGTON,WA 98223 TELEPHONE CABLE PHONE:3so.a3s-37n Peceived SCALE: NO SCALE EARTHWORK QUANTITIES FRONTIER coMCAST FAX: 360.435.4822 CONTACT:DEAN DUPREE CONTACT:BUSINESS SERVICES GROUP SEP 3 9?091 DRAWN BY: C.SEVERIN QUANTITIES HEREON ARE FOR PERMITTING PURPOSES ONLY.THE CONTRACTOR SHALL BE (360)653-5360 (877)824-2288 DESIGNED BY: P.SEVERIN RESPONSIBLE FOR ASSESSING THE EARTHWORK QUANTRIES FOR BIDDING PURPOSES. P�W1110I CUT: APPROX.85 CY - City ofAeington DATE: 09.28.21 FILL: APPROX.90 CY __App—I D,dW_with Conditions Date ill 3�J JOB NUMBER: 21062 By i(J _—'t.rG.ham DWG NAME: 21062PLN.DWG UNDERGROUND UTILITY NOTE ;och,ngcs uthorizeduniessapp—odby SHEET NUMBER: the Development Services Manager UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE BASED ON SURFACE INDICATORS,UTILITY MAPS PROVIDED BY THE CLIENT,SKAGIT COUNTY,AND APS UTILITY SERVICE WAS ALSO USED FOR THEIR LOCATION. C-1.0 1 OF 5 IN A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 02,TOWNSHIP 31 N., RANGE 05 E.,W.M. ARLINGTON,WASHINGTON \ TESC PLAN LEGEND DEMOLITION NOTES- ADAPTOR SKIRT RETRIEVAL STRAP SLOPE VARIES TRIM TO WITHIN EXISTING CATCH BASIN r CODE SYMBOL DESCRIPTION 3'-5'OF GRATE », AS INDICATED 4"HMA ASPHALT D7 PROTECT EXISTING 6'CHAIN LINK FENCE AND SIGN. C� CONSTRUCTION ROAD STABILIZATION ® PROTECT EXISTING SITE IMPROVEMENTS DURING DEMOLITION AND CONSTRUCTION, -^` 477-111 7 INCLUDING BUT NOT LIMITED TO ON-SITE SIDEWALK,SEARS,RAMP,AND - `, $© �� SILT FENCE OR(BMP C103)HIGH VISIBILITY FENCE AT LANDSCAPING' _._ < CESCL DISCRETION ANY CDAMAGEONTRACTORS TO EXISTING SE. IMPROVEMENTS SLMll BE REPAIRED AT THE ,.-_ - y g g�'' i .."�",' ' �5' `y x " 3� ,;r; 1 T 2 SOUFId DCV010 R10rIt Gfou U O INLET PROTECTION PER ILIVIA S.W TO BE INSTALLED ON CONIPACfOR'S EXPENSE, - - 1 y{'/^:%�•�� '� tq"�V !�n !'7;�•�A J M S" .-:�^, ,, .,,.},j ` 1 P P �'� C" ./� :=L ) FNGINEERING,SURVEYING&LNJO OEVELOPMENTSERVICES ® ALL PROPOSED AND EXISTING CS.WITH OPEN GRATES O - P J 3 J;y �` _ H �. P f PROPOSED EXISTING BIKE RACK AND RETAIN FOR REINSTALLATION WITH ( R9 '', r^ P.O.Box t706•1111 Clevelantl Avenue Suite 202 y,"x'�.: Mount Verrron.WA 98273 Ti:360-404-2010 SC SAW CUT D3 PROPOSED CONCRETE CONTRACTOR RESPONSIBLE FOR UTILITY BOX GEOTEXHIE FABRIC /I.ILIER PROTECTION AND INLET - - - L i 1 ® DC DUST CONTROL Q PROTECTION DURING DEMOLITION/caNSTRucnoN 11"r III.= 'Ir �(�I `I 1 II- i(I) -1 ,_ - � SHEET REVISIONS: `.:- ( +I E _ 1 - NO.DATE DESCRIPTION APPROVED © �-�—► RETAIN EXISTING VEGETATION O CONCRETE ISLAND TO BE BEHOVED AND REPLACED,PROTECT EXISTING ROOF ® SUPPORT COLUMN OVERFLOW BYPASS $p STOCKPILE AREA FOR MES STORM CONTRACTOR TO PROVIDE APPROVED TRAFFIC CONTROL PLAN VOLUME$ FOR ALL DEMOLITION,CONSTRUCTION AND OTHER ACTIVITIES UNDISTURBED MATERIAL 1. CLEAN DRAINAGE ROCK WITH PROTECTIVE LAYER OF FILTER FABRIC,EXTENDING 2.5' NOTE SILT FENCE SHALL BE INSTALLED IF WARRANTED BY SITE LOCATED IN THE STREET RIGHT-OF-WAY SEDIMENT EAST AND WEST FROM PERFORATED PIPE IN PLAN VIEW;TOP LAYER=V THICK, - CONDITIONSAS DETERMINED BY THE PROJECT CESCL,ENGINEER OR THE ACCUMULATION BOTTOM LAYER=3'THICK CITY INSPECTOR.THE SILT FENCE SHALL BE PLACED AS REQUIRED TO GENERAL NOTES. 2. 6'PERFORATED PVC PIPE,EXTENDING 20'TO THE NORTH OF THE CATCH BASIN AND PREVENT SILT LADEN RUNOFF FROM LEAVING THE SITE. 1. INSERT SHILL BE INSTALLED PRIOR TO CLEARING AND GRADING ACTIVITY,OR UPON 14'SOUTH OF THE CATCH BASIN PLACEMENT OF A NEW CATCH BASIN. TBR TD BE REMINED 2. SEDIMENT SHALL BE REMOVED FROM THE UNIT WNEN IT BECOMES ONE THIRD FULL. M INFILTRATION TRENCH SECTION B CALL 48 HOURS 3. SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY REMOVING THE INSERT,ENPTRNG,AND NOT To SCALE BEFORE YOU DIG RE-INSERTWG IT INTO THE CATCH BON. 1.800.424.5555 (IMP C220 CATCH BASIN FILTER UP)DETAIL A NOT TO SCALE 1. 10 0 ce 10 SCALE: 1" = 10, W NORTH z y 0U ~ ~ EX.6'CHAIN LINK FENCE 0.5' ( F- j W SET LEAD&TACK WITH BRASS WASHER SOUTF OF PROPERTY LINE Z L -EX.6'CHAIN LNK FENCE 0.4' IX.CONCRETE CUED CB RIM=114.53 O O m f SOUTH OF PROFERtt JIVE IE 4'S W90'OWS=113.23 i of R� CONCRETE ON 30 F _EX.BUSINESS SIGN Q C BASE /��W// Q - � Ili - Q Ff PROTECT EXISTING INFILTRATION TRENCH,SEE DEAL 8-1.1; m ' TBR ° a O Q REMOVE SURFACE ASPHALT B D CONTRACTOR RESPONSIBLE FOR ANY DAMAGE TO EXISTING :` RIM=1498 - INETUTFRATION FACILITY AS A RESULT OF THIS CONSTRUCTION I m ( F ��- IF 4"SNam,= 1388' n z IP ICO RIM .T1408 ( CONNECT EXISTING DOWNSPOUT TO EXISTING 4 STORM d a dl IE 6-Vi 4"t"=11233� DRAN WITH SADDLE WE AND FITIMGS AS REQUIRED <O TBR < �� EXISTING 6° J a 1 CB RIM 122 CONCRETE a i ,r�IE 6"E=tI12.27 a a. H q Z EX.DOWNSPOUT - - CB RIM=114.61 Q d a IE 8'E=110.39 Iy d , a d ¢fi;. O 1� EX.GAS METERO N _ d a ° 1 UNIT$qF CONCRETE REMOVAL !I a c E% noiLARDS ° a ,P IP TBR EX.ROOF DVERNANG O a 5DS LIMTIS OF CONCflEIE REMOVAL 4,PN wk TBR xe5 �a TBR ° ®'. a SDMH RIM=114.78' Z 1� y a d EXISTING BUILDING I \'� 51 Q z W EXISTING a r" II,G 4' 1,067 SO.FT. �a / 0- a Z ~ - 9 BUILDING ;a, ..'` AvrkT 0- FIN.FLOOR ELEV.=115.40' 1953,)I ttS.DaCONCRETE V' -�'6 �a d J/vd E%.STREET LIGHT/ POLE U qi TBR a A 5y5 Lu 0 /T 0 IX.POWER BOX -- -a r----n --_�,I 3 H /f/ POWER METER s .`? a EX.WATER METER I LLI O LLI D2 a 8� ttaos a 2 r B SAWCUT AND REM � OVE AT JOINT L !BR----� _- EX.SANITARY SEWER CLEANOUT(ELEV.114.82') f 115.06 • 115.08 d EX.CANOPY LINTS ,1 .. EX.DOWNSPOUT I N O d d a d O �/ �l n1 d x UNIS OF CONCRETE REMOVAL/ - W LU a aEMovuFcowcR7E sARs -TBR 5p '�;I14-86 IX.STREET UGHT/HAND POLE ; A i �TBR d n ( d d ., TBR `BR dSC" a ©� 1 n3t3 a : i TBR �. I g.. 1 1 aPn a res , b LSernM anaRei FG/STEP�V SD SDMH PoM=113.30' SET LEAD&TACK WITH BRASS WASHER e&3/ONAL ENG� SD i 5D B sD �_ IP REMOVE EXISTING RAMP AND REMOVE EXISTING DRIVEWAY AND I SIDEWALK WITHIN SAW CUT UMITS -sD SIDEWALK wlTHlw SAW CUT uM115 In DL WATER METER ; SCALE: 1"-10' �, SDI CS RIM=I13.7s SSMH IF 8'S=109.49 I 8-DI RIM=113.48' �50 8 w w W w SDMH RIM=113.28 m w SO DSGNEDDRAWN .BY: P.SEVERIN G s° w 50 I DATE: 09.28.21 JOB NUMBER: 21062 SOUR RIM=114.29' �\ DWG NAME: 21082PLN.DWG sp SHEET NUMBER: in SDMH RIM=114.85' \\ C-1 ■ 3 2OF5 IN A PORTION OF THE SW 1/4 OF THE SE 114 OF SECTION 02,TOWNSHIP 31 N.,RANGE 05 E.,W.M. ARLINGTON,WASHINGTON FILL W/CONC. MOUND FOR POSKNE RUNOFF 4'THICK CONCRETE IN ALL NON-DWVING ASPHALT SECTION AREAS AS INDICATED 1/C THK SR PIPE 2 1/2'(1/20 HOT NIX ASPHALT(XHQ 6'THICK CONCRETE IN Nl • LEVELING RISE COURSE,A:REWIRED DRIVING AREAS AS INDICATED 1S' 1 2 SEE CONCRETE CROSS SECTION DEwL FOR CONCRETE SECDD Sound Development Group PANT BRIGHT YELLOW U 1R MIN.OR TNGINEERIIa SURVPYING6 LAND DEVELOPMENT SERVICES +, • °A INDICATED P.O.Box 1705.1111 Oeveleno Avenue,SuRe 202 .$ +' ° • ° a P' SLOPE VARIES i ',CONCRETEAS I"D Alaunt Veman,WA 882]3 Tel:380<04-2010 AS A a �\�� 1\\/�/�\\j� '" • .. .....,. .:• ..: :^.-.. T SHEETREVISIONS: 2 6Y ..' ///V/�/AV//V/�� NO.DALE DESCRIPTION APPROVED GENERAL NOTES: ! ?\ 1. All.ASPHALT MALL BE 1/2'HOT MN ASPHALT CONFORMING TO SECTION 5-04 OF THE 2012 STANDARD SPECIFICATIONS,COMPACTED TO A / 6'MIN.GRAVII BORROW COMPACTED MINIMUM OF 91%RICE DOM.. WHERE PROPOSED ASPHALT ABUTS EXISTING ASPHALT,THE EXISTING ASPHALT SHALL BE SAW CUT FULL DEPTH CRUSHED IEVFONG RASE COURSE,AS NEEDED, 7D 95R OF MAX.DENSITY. AND TACK COMBED IMMEDIATELY BEFORE PAVING. ALL SURFACE JOINTS SHALL BE SEALED WITH AR 4000 W AND SAND,APPUED WHEN HEAT. \ \ COMPACTED TO 95%OF MAX.DENSITY. 6' ` GENERAL NOTE 2. CRUSHED LEVELING BASE COURSE,AS REQUIRED,SHALL CONFORM TO SECTION 9-03.9(3)OF THE 2012 STANDARD SPECIFICATIONS,COMPACTED 1. CRUSHED LEVELNG RISE COURSE,AS NEEDED.SHALL CONFORM TO SECTION 9-03.9(3)OF THE 2012 AREAS NO ADJACENT TO PROPOSED CONCRETE AS INDICATED ON THE STIE PLAN SNNl NOT HAVE TO A MINIMUM OF 95%MAXIMUM DENSITY IN ACCORDANCE WITH AWM D-1557 TESTING. ALL CRUSHED LEVELING SHALL BE SPRAYED WITH SOIL STANDARD SSPEC COM�ALLHD TONG SHALL MA SPRAYED XIMUM DENSITY N S.IRD SOIL REEA�I CONCpEIE A THICKENED ODNCREIE EDGE AND SHALL BE CONSTRUCTED AS INDICATED. THE CONCRETE ISLAND RESIDUAL HERBICIDE A MAXIMUM OF 24 HOURS PRIOR TO PAVING,ACCORDING TO SECTION 5-D4.3(5)D OF THE 2012 STANDARD SPECIFICATIONS. ,j °•I I. SHALL E CLASS 3000 MAXIMUM OF 24 HOURS PRIOR TO PAVING,ACCORDING TO SECTION 5-04.3(5)D OF THE 2012 STANDARD CALL 48 HOURS 3. THE EXCAVATED SUBGRADE SHALL RE FREE OF TOPSOL,ORGANICS,AND OTHER DDETERIDUS MATEAIAI,COMPACTED TO A MINIMUM OF 95R SPECIFICATIONS. MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D-1557 TESTING,PREPARED CONFORMING TO SECTION 2-06.3(1)OF THE 2012 STANDARD 2. THE EXCAVATED SUBOUDE SHALL BE FREE OF TOPSOIL.ORGANICS,AND OTHER DELETERIOUS wTE16A, , •I BEFORE YOU DIG SPECIFICATIONS. COMPACTED TO A MINIMUM OF 95X MAXIMUM DENSITY IN ACCORDANCE WITH ASIM D-1557 TESTING, PREPARED CONFORMING TO SECTION 2-06.3(1)OF THE 2012 STANDARD SPECKCATIONS. 1.800.424.5555 NEW CONCRETE ISLAND DETAIL Be CONCRETE ISLAND DETAIL ep TYPICAL SITE PAVEMENT SECTIONS Nor To SCALE 1. NOT TO SCALE 1• Tp(ED STEEL BOLLARD DETAIL a 19 NOT TO SCALE 1. NOT TO SCALE 1, WW F 0 I- V 10 2-1/2' 5• 1-1/2-1 RR w O L � LU H SET LEAD @ TACK WITH BRASS WASHER - 1-1/Y R O Z W 2 a J A A CONNECT EXISTING DOWNSPOUT TO EXISTING 4 STORM �` �f } UGP A ° "a O DRAIN WITH SADDLE TEE AND FIRNGS AS REQUIRED .... s y NEW ASPHALT NEW CONCRETE.:'.::.•'� A A.. d d A.d_. 6 Z INSTALL 1'WEEP NOTE DEPTH OF i - AT LOW SPOT IN CURB e9 a �•• °•q J a iFNW(71 JOINT c Z SEE MECHANICAL PLANS FOR _ A A o '; I Cy. 114 S S A1LL _„_ 9 e a • •�.aJ,'. A UNDERGROUND POWER CONDUR DETAILS a o '..v A. ,AL.. INSTAL ORIGINAL BIKE R/CK FWSH WTN P R' .a. .d A i'R° "AlEXISTING CONCRETE SIDEWNIC q - A t14 o ..`/� o< .1 CQP.'Po. 1� MSTAWNG . ,f IX.DOWN_0_' :•: .84 A S ° j 1 y 1419 EX.GAS METER r°T , ''a 4' a.°4 I INTS ,CANTS SHALLDU BE PLACED AT IT INTERVAL.JOINTS c - a I•\., 6'CONCRETE— SHALL BE T VERTICALLY AND TO A DEPTH OF 5 INCHES E IX.ROOF OWRHANG DR a Z A .` MNG AREA . . A EXTRUDED CONCRETE NRB DETAIL a z 4 A ' °a so NOT TO SCALE 1. O A 4'CONCRETE•— a EXISTING BUILDING h. 3 EXISTING A CS ;.:NON-DRMNG AREA', G m as A RASE ce TO 1,067 SQ.R. ,a. .y, U T FINISH GRADE FIN.FLOOR ELEV.=115.40' } �' A 4 V i,J I E%.STREET LIGHT/HAt�POLE W WC W BUILDING .41 ., I �Y/i� `x y IX.POWER BOX , � Y/ a a �,-OLIO_ $"4 L) 11 � .a ! EX.WATER METER O U) EX. a oa TER `• x IX 9VATMY SEWER CLFANO 114 ) — <t efAriil.gi 1 a F 11 } A ,Q. A • A.1 .•� 'f Approves Oevied h C., O 4V '` UT ELEV. .BZ' IX.CANOPY LIMITS D t - z ER DOWNSPOUT ( . RY i a d • III n 7 8"n h I apyrv,ed by a 1 ` th.P�velo�ment Services Manager 4 e a 1 d a SEE DETAR D-1.2 FOR ISLAND REPLACEMENT DETAIL, 1-- i, =,—__.t '.• PROTECT EXISTING ROOF SUPPORT COLUMN �? I STAIRS � � 1 .� i a. ..``HIS„�•�' ..1 j J cy5r RMiP 4 v CONSTRUCTION NOTES IX STREET LIGHi/HAND POLE —3 C2 PROTECT EX IING 6'CHAIN LINK FENCE AND SIGN.PROTECT ROOF SUPPORT COLUMN 4' ' OPL aPL . L RE INSTALL PRECAST CONCRETE CURB STOPS 2.5 FT FROM BUILDING FACE MR THE , - A I of NORTH TWO STALLS AND 3 FT FROM BUNTING FACE FOR THE SOUTHERN MOST STALL aN A A C3 NEW ASPHALT INSTALLATION STOPS AT THE WEST PROPERTY LINE,MATCHING EXISTING ELEVATION OF CONCRETE SAONAL EN SET LEAD A TACK WITH BRASS WASHER SEE CEMENT CONCRETE DRIVEWAY BRK PROPOSED BREAKUNE sO ENTRANCE TYPE 2 ON PAGE P2.0 SFE SIDEWAlI(DETAIL R-170 ON RI & SWL PROPOSED SWALE FOR DETAIL PAGE C-2.0 PAID MATCH EXISTING SCALE: 1�=10' IX.WATER METER '. $EE SBEWAJ(DETAIL R-170 ON CONTRACTOR TO PROVIDE APPROVED TRAFFIC CONTROL PLAN SO PAGE C-2.0 AND MATCH EK ING 8'DI FOR ALL DEMOLITION,CONSTRUCTION AND OTHER ACTIVITIES SCORING PATTERN W W DRAWN BY: C.SEVERIN LOCATED IN THE STREET DESIGNED BY: P.SEVERIN SD ��so DATE: 09.28.21 HX SD 50----50 JOB NUMBER: 21062 a DWG NAME: 21062PLN.DWG = 1O 0 10 SHEETNUMBER: SCALE: 1" = 10' C-1.2 � 3p NORTH 3OF5 r IN A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 02,TOWNSHIP 31 N.,RANGE 05 E.,W.M. ARLINGTON,WASHINGTON \\\ 1/2'x 4'FULL DEPTH \ 1 t/2'R EXPANSION JOINT EVERY (Typ 24 30'.ALIGN EXPANSION J01 5.5' a DUMMY Monts IN CURB V-pWGVE 1/2'R WITH JOINTS IN SIDEWALK 1/,y4p'�DEEP --� .to* (lYP 2 S 1•R 21/2' S' 21/Y j%4'� a " r (IYP 1�1- _Y I ,. JOINT 2. . Q, WNW TNT' 1'R �� 1b'C/C 1'R f/WANY JdtE24�f�T 12• e. ENGINundEERING. SURVEYING a LAND opme^OtMENNTT Group (,yp 2pU 15'C/C 2• d P.O.Box 1706•1111 Cleveland Avenue,Suite 202 8.5 6 MOUNT VeRron,WA 98273 Tel:3&0-004-2010 PAVEMENT r� I D/W CI1r J''-11L. SHEET REVISIONS: -._J1- N0.DATE DESCRIPTION APPROV SPL'CIFlED 1//2 x i t/2' FULL DEPTH WRB h GUTTER N BARS -� EkPANSKW JONr EVERY 30, PLAN VIEWS SEE NOTE 9 1' EXTRUDED CEMENT CONCRETE CURB B 5'TYPICAL t/2'x 1 f/Y (�NOTE 7 BELOW) TYPICAL SECTION DUMMY J `% SIDEwWiL10DNC CALL 48 HOURS t5' ( TYPE STD DUAL�R-110 BEFORE YOU DIG t4') i 1 ' .800.424.5555 2'CRUSHED SURFACING MPACTE NOTES: 70P COURSE,COMPACTED TD 98S DESITY 1. FORMS SRALL BE TRUE TO LINE AND GRADE AND SECURELY STAGED. Im low TYPICAL SECTION 2. DUMMY JOINTS SHALL BE PLACED 15 FEET ON CENTERS.DUMMY JOINTS SHALL BE 1/2"x 1-1/2'. W NOTES: 3. THIRD JOINTS SHALL BE PLACED ADJACENT TO CATCH BASIS,INLETS AND AT POINTS OF TANGENCY ON _}BARS CUT/SAWED JOINT CEIhNI'CONCRETE CURB STREETS,A"AND DRIVEWAY RETURNS.MAXIMUM SPACING SHALL BE 30 Fr.PRE-MOLDED JOINT IWIN Z 1. SIDEWALKS SHA.L BE A MINIMUM OF a THICK,AND SHALL BE CLASS 3000 CEMENT CONCRETE.WITH AR FILLER SHALL BE 1/2'WADE AND CONFORM TO AASHTO DESIGN M213. j, ENTRAINMENT(MIN 4.5%-MAX 6.5X). SPACING OF ANCHOR BAR11 4. ALL JOINTS SHA L BE CLEAN AND EDGED. 2 FULL EXPANSION JOINTS SWYL,OFGENERALLY T. IPLACED TO MATCH E THOSE PLACED IN ADJACENT CURB k ` ''. GUTTER.WITH MAXIMUM SPACING,OF 3D FEET.FINALE SPACING DETERMINATION S1411 BE DECIDED BY THE 5. CONCRETE SHALL.BE CEMENT CONCRETE,CLASS 3000. r INSPECTOR IN THE FIELD. O I 0 F 3. SUBGRADE SHALL BE COMPACTED TO Nor LESS THAN 95X OF MAXIMUM DENSITY. B. IONF�RNS ONLY SHALL BE USED ON TANGENT SECTIONS.W000 FORMS MAY BE USED ON CURVED V UJ NOTES: J W t. DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15'ON CENTER.7NRU JONIS SHALL BE PLACED ONLY 4. SIDEWALK SHALL BE AT LEAST B'TTHICKTHICKIN DRIVEWAYS.' 7. FINISH 5141E BE LIGHT BROOM Z W BROOM FINISH. () AT POINTS OF TANGENCY ON STREET AU"AND DRIVEWAY RETURNS AND WHERE THRU JOINTS OCCUR IN 5. THE FINISHED SIDEWALK SHALL BE SPRAYED WITH A TRANSPARENT CURHI COMPOUND COVERED BY a. THE FINISHED CURB SHALL BE SPRAYED WITH A TRANSPARENT CURING COMPOUND AND COVERED W LU LU 0. THE PAVEMENT SLAB. WATERPROOF PAPER OR PLASTIC SHIFRNG IN THE EVENT OF RAIN OR OTHER INCLEMENT WEATHER.CURING WATERPROOF PAPER OR PLASTIC MEMBRANE IN THE EVENT OF RAIN OR OTHER INCL13AENT WEATHER. O O W tY O 2. CONCRETE SHALL BE CLASS 3000 OR COMMERCIAL WITH AIR-ENTRAINMENT. 4141E BE FOR A MINIMUM OF 72 HOURS. CURING RIVE SHALL BE A MINIMUM OF 72 HOURS, R RESIN. `� 3. AT THE CONTRACTOR'S OPTION CONCRETE CURBS MAY BE ANCHORED TO THE SIDE OF EVERY JOINT,OR Ely6. ALL JOINTS SHALL BE CLEANED AND EDGED WITH AN EDGER HAVING A 1/4'RADIUS. 9. ALL CURB AND GUTTER SHALL BE PLACED ON A MIN OF 2-OF CRUSHED SURFACING TOP COURSE Z ■ USING AN ADHESIVE. THE ADHESIVE SHALL MEET THE POWIREMENIS OF SECTION 9-20 OF THE 7. SIDEWALKS ARE TYPICALLY 5'WIDE•WIDER SIDEWALK MAY BE REWIRED BY THE CITY. 10.DUMMY JOINT 1/2"x 1 1/2'BETWEEN TYPE i CURB AND CURER AND THE SIDEWALK 'v+ WSDOT/APWA STANDARD SPECIFICATIONS FOR TYPE II EPDXY ♦KV O www a x 081a1A�A 07 PVSGd 11001c, STANDARD DETAL KV O www su[ a1PA6LEm^OF POffi:IC 110@ STANDARD DETAL t'EY 0 eta D�IB7MIXr OI PDBMC� O Y� a .�® w .My STANDARD DETAILS MNMBOI w oAa�. STANDARD DETAILS MwTIBt a '° .mn. STANDARD DETAILS �µNuMeeRDARD�AL 0 arsw �sw e RMUDED CONCRETE CURB R-200 .�®e csl�Tvs coxcRars smanAls R-170 vq�z w c> rrr coNCR>•tN CURB exn R-180 ,Z LrrvOt �rNOE trxcK� GUTTER TYPE 1 VARIES SEE CONTRACT) - BROOMm (SEE NOTE 1) VARIES(SEE CONTRACT) FINISH ,'Aw EDP) CEMENT CONK.PEDESTRIAN CURB(Tl'P.) 3/8"(IN)EXPANSION JOINT(TYP)- SEE NOTE 1 F NIISHM(TYP.) DRIVEWAY _/ (WHEN SPECIFIED IN CONTRACT) SEE STANDARD PLAN F-00.10 ( ) ENTRANCE ANNCCE SEE STANDARD PLAN F40.12 EWALK J 31T(IN)EXPANSION JOINT CEMENT CONC.SIDEWALK CEMENT CONCRETE EDP) 3"PMR OYR)�-SEE STANDARD SIDEWALK _ PLAN F-30.10 MATCH SIDEWALK WADTH `A\ ZW (SEE CONTRACn '\ 0 * *� (SEE CONTRACT) d A I� 3 W a C F Q PLAN VIEW CEMENT CONCRETE CURB DRIVEWAY W CEMENT CONCRETE TAPER(TYP. W CURE AND GUTTER AND GUTTER(SEE NOTE 3) 5'-0" 2'-d' ) DRIVEWAY ENTRANCE �j - UT u 2 � TYPE 1 NOTES (TrnJ (TYP.) PLAN VIEW SIDE SLOPE TYP.) C (SEE NOTE 3) TYPE 2 DOM OR EOHAL 1.When the driveway width exceeds lie along construct a full depth - 15'MAX.SEE NOTE VARIES t5'MAX.(SEE NOTE 6 BStan joint Plan F-3 In Construct filler ex the driveway centerline. O2�- UD SHALL LL PVC PLUG W/7TH CGWRNC expansion 1 ( )1 r1g Y 12"(IN)LIP BETWEEN Q GRADE (TYP.) (SEE CONTRACT) (TYPJ See Standard Plan F30.10.COnstruCt expansion joints parallel ROADWAY GLITTER BREAK GRADE GRADE BREAK with the centerline as required at 16(R)maximum spacing when AND CURSOR SEE O- UD SHALL BE RUSH NTH THE y * BREAK NOT STEEPER THAN `a (SEE CONTRACT) (SEE CONTRAC CONTRACT PLANS FINISHED ASPHALT CONCRETE < ROAD GRADE ** driveway widths exceed 30'(R). ELEVATION WINE •^• •. a. - •:.•'••• 2. See Standard Plan F•30.10 for sidewalk details. 1rz(IN)R.(TYP) ED CURB A O I ..,Lr,...•:.... ....e,.. ....c..:.....:•.s.1:•':'.:..,:.•' 1F DEPRES - PVC STAND PIPE S AND PEDESTRIAN RAMP 3. Curb and Gutter shown;see the Contract Plans for th GUTTER(SEE NOTE 3) PEDESOI RAMP 1 curb design specified.See Standard Plan F-10.12 for •:" O�- 45 DEGREE BEND CEMENTCONCRETE ® Curb Details. DRIVEWAY T" O O SIDEWALK(TYP.) SECTION O 318"(IN)EXPANSION JOINT ITVP.)^ ©+- PVC 45 DEGREE SEE STANDARD PLAN F-30.10 4.Avoid placing drainage SW ctures,junction boxes (SEE NOTE 7) SIDEWALK DRIVEWAY RAMP SANITARY WYE Or Other obstructions In front Of driveway Entrances. 318"(IN)EXPANSION JOINT(TYPJ- V2'D LIP BETWEEN 5.Where"GRADE BREAK"is called out•the entire length of the SEE STANDARD PLAN FJ0.10 SECTION O O�- 7 f PVC STUB ROADWAY GUTTER g (SEE CONTRA (SEE CONTRACT AND CURB(OR SEE line between the two adjacent surface planes shall be flush. ®�- PVC CAP OR PIPE AS /-, - GK L F CONTRACT) S.The Pedestrian Ramp length is not required to exceed15 feet LEGEND DICTATED BY PLANS ) oe R. O 8 7 OB FLOW (TYP.) DEPRESSED CURB (Unless OthBTWl3e shown In the Contract Plans).When applying - SLOPE IN EITHER DIRECTION 9 - COMPACTED SAND I` (SEE CONTRACT) AND GUTTER the 15-foot max.length(measured from back of sidewalk)the *� (SEE NOTE 3) running 510 of the pedestrian ram Is allowed t0 exceed I %. * 1.5%OR FLATTER RECOMMENDED FOR • •"'•;.•..••-�_ V 9 Pe P P DESIGNAFORMWORK(2%MAX) .: +•" •^c :•:•••e: Use a single constant slope from bottom of ramp to top of •IT ramp to match into the sidewalk over a horizontal distance 7.5%OR FLATTER RECOMMENDED FOR DRIVEWAY RAMP t •'• r •• ** DESIGNIFORMWORK(e3%MAX) d N 32226 O �� ••311"ON)EXPANSION JOINT(TYPJ- of 15 feet. (SEE NOTE e) OI STERN �' (SEE NOTE 7) SEE STANDARD PLAN F-30.10 7. Beyond limits shown.Pay Rem does not include driveway. "SIDE SEWER BEDDING SHALL BE BUCKSHOT OR PEA GRAVEL `43 ENc'2 o SECTION O See Contract Plans. *MATCH PPE SIZE SHOWN ON PLAN. NONAL 9 •CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 2"PAY LIMITS CON TON JOINT w ENT"CEMRANCE CETYPE1E PAY LIMITS DRIVEWAYOFOR RAIAPENGTS GREATER THAN WNT PROVIDEDARD LVIIDE_30.10 *o'AB{delBSB`�9 m CONTRACTION JOINT EQUALLY SPACED 4'-0"MIN.OC. sd�ONAL 8�9 CLEANOUT DETAIL WITHIN ASPHALT OR CONCRETE AREAS A SCALE: NO SCALE DRIVEWAY NOT To SCALE DRAWN BY: C.SEVERIN IS NOTE 7) DRIVEWAY ❑ (SEE NOTE 7) CEMENT CONCRETE DESIGNED BY: P.SEVERIN DRIVEWAY ENTRANCE DATE: 09.28.21 CL.40M CONCRETE TYPES 1,2,31 8t 4 NDD BETE PER STANDARD SPEC.B-0sA ✓ City OfAr)ington JOB NUMBER: 21062 PER STANDARD SPEC.SPEc.soea STANDARD PLAN F-80.10-04 SHEET I OF 4SHEET{ _Approved Deoied_wiR Cond(4om DWG NAME: 21062PLN.DWG APPROVED FOR PUBLICATION Date ( 8y_ .SHEET NUMBER: Ara 0.i0x naE IV��ehangcs authorised unlessaPP.ved by w�iNo ISOMETRIC VIEW ISOMETRIC YLIM �„ ,w C.F.1m OTmmP.nadm, the Development Seraee3Managec ■`I� L TYPE 1-PAY LIMITS TYPE 2-PAY LIMITS 40F5 /L CONSTRUCTION IN A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 02,TOWNSHIP 31 N.,RANGE 05 E.,W.M. ARLINGTON,WASHINGTON GENERA C L ONSTRUCTION NOTES BASE THAT IS REQUIRED TO ACCOMMODATE THE COUNTY'S SIGNS. CITY OF ARLINGTON 2. ALL STRIPING SHALL CONFORM TO WS00T SECTION 8-22 AND THE CITY OF ARLINGTON'S 12. TO PREVENT WATER OR DEBRIS FROM DISCHARGING INTO THE HE CO EXISTING \ 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE 2018 STANDARD SPECIFICATIONS GENERAL CONSTRUCTION NOTES: STORM DRAINAGE NOTES: SEWER SYSTEM,THE CONTRACTOR SHALL INSTALL PLUG IN THE CONNECTION .: n \ FOR ROAD,BRIDGE,AND MUNICIPAL CONSTRUCTION AS PREPARED BY WASHINGTON STATE REQUIREMENT$. MANHOLE OR AS DIRECTED BY THE CITY INSPECTOR THE PLUG SHALL NOT BE DEPARTMENT OF TRANSPORTATION AND THE AMERICAN PUBLIC WORKS ASSOCIgTON 1. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE REMOVED UNTIL THE SEWER IS ACCEPTED BY THE CITY. �',-a. (WSDOT/APWA),HEREIN REFERRED TO A3 THE'STANDARD SPECIFICATIONS".REFERENCES 3. PARKING SIGNS SHALL BE INSTALLED FOR THE HANDICAP ACCESSIBLE STALLS.AND ARE 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT EDITION OF THE CITY OF ARLINGTON PUBLIC WORKS STANDARDS AND SPECIFICATIONS,ANDTHE WITH THESE APPROVED PLANS AND CITY STANDARDS AND SPECIFICATIONS.ANY ,A WILL BE MADETOTHE STANDARD SPECIFICATIONS MANUAL AND THE STANDARD PLANS BOOK LOCATION AT THE HEAD END OF EACH STALL. CURRENT EDITION OF THE WASHINGTON STATE DEPARTMENT OF DEVIATION FROM THESE PLANS WILL REQUIRE PRIOR APPROVAL FROM THE 13, ALL SEWER LINES SHALL MAINTAIN A MINIMUM OF IO FEET HORIZONTAL TRANSPORTATION(WSDOT)STANDARD SPECIFICATIONS FOR ROAD,BRIDGE,AND OWNER,THE CITY ENGINEER,AND OTHER APPROPRIATE PUBLIC AGENCIES. CLEARANCE AND A MINIMUM OF 18 INCHES VERTICAL CLEARANCE FROM WATER 2. EXISTING UTILITIES HAVE BEEN TAKEN FROM AVAILABLE FIELD AND OFFICE RECORDS.THE 4. PAINT STRIPING SHALL BE APPLIED FOR ROAD MARKING.PAINT APPLICATION SHALL CONFORM MUNICIPAL CONSTRUCTION.A COPY OF THESE DOCUMENTS SHALL BE ON SITE LINES.SEE AND AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS ."'. CONTRACTOR IS RESPONSIBLE FOR UTILIZING THE ONE-CALL UTILITY LOCATE SERVICE, TO SECTION 8-22.3(3)OF THE 2016 STANDARD SPECIFICATIONS.STANDARD STALLS SHALL BE DURING CONSTRUCTION. 2. ALL PIPE MATERIALS SHALL MEET THE REQUIREMENTS OF THE CRY STANDARDS AND ALTERNATIVES. *`.. 1-800-024-5555,A MINIMUM OF TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION.DAMAGES STRIPED WITH FOUR-INCH WIDE WHITE PAINT.NO PARWNGIACCESS AREAS SHALL BE STRIPED AND SPECIFICATIONS.ACCEPTABLE STORM DRAINAGE PIPE MATERIALS INCLUDE TO THE EXISTING UTILITIES RESULTING FROM THIS CONSTRUCTION SHALL BE REPAIRED BY AND WITH A 4 INCH WIDE WHITE PAINT AT A 45 DEGREE ANGLE TO THE PROPOSED STRIPING AT ONE 2. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO OBTAIN A CONCRETE,PVC,HOPE,AND DUCTILE IRON.CORRUGATED METAL PIPES 15. PIPE BEDDING SHALL BE IN ACCORDANCE WITH THE CITY OF ARLINGTON AT THE CONTRACTOR'S EXPENSE.THE CONTRACTOR SHALL VERIFY ANY POTENTIAL UTILITY FOOT ON CENTER AS INDICATED.CROSSWALK MARKINGS SHALL BE HOT APPLIED GRADING PERMIT,RIGHT-OF-WAY PERMIT,AND UTILITY PERMITS,FROM THE CITY. (GALVANIZED ALUMINUM OR STEEL)ARE NOTACCEPTED BY THE CITY.ALL PIPE STANDARD AND WSDOT STANDARD SPECIFICATIONS.3/8-INCH MINUS Sound Development Group CONFLICTS PRIOR TO CONSTRUCTION. THERMOPLASTICS,REFLECTORIZED,IN ACCORDANCE WITH SECTION B-22 OF THE 2018 ALL REQUIRED PERMITS FROM OTHER AGENCIES MUST ALSO BE OBTAINED BY THE JOINTS MUST HAVEGASKETS AND SHALL BE WATER TIGHT UNLESS OTHERWISE MANUFACTURED CLEAN PEA GRAVEL IS THE REQUIRED BEDDING MATERIAL,ALL ENGNEERI%SURVEYING B LAND DEVELOPMENT SERVICES STANDARD SPECIFICATIONS(CAVES 3181). ALL REQUIRED PERMITS F DIRECTED BY THE CITY. PIPE SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION.THIS SHALL INCLUDE P.O.Bon 1705.1111 Cleveland AV.-,SWte 202 3. THE CONTRACTOR SHALL MAKE DAILY EFFORTS TO KEEP THE SITE IN A NEAT AND ORDERLY NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION M%M V-0n,WA 96273 Tel:360-404-2010 CONDITION TO THE SATISFACTION OF THE OWNER,ENGINEER,AND THE CITY OF ARLINGTON 5. SIGNS ONSITE SHALL BE INSTALLED AT THE LOCATIONS INDICATED ON THE PLAN.SIGNS HALL 3. PRIOR TO ANY CONSTRUCTION ACTIVITY,THE DEVELOPER/GONTRACTOR SHALL 3. PIPE BEDDING MATERIAL SHALL BE 5/84NCH MINUS CRUSHED GRAVEL FOR ALL%PE MATERIALS AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING ENGINEERING DEPARTMENT.IF CONSTRUCTION OCCURS DURING RAINY WEATHER CONDITIONS, BE MOUNTED ON TWO INCH OUTSIDE DIAMETER GALVANIZED STEEL POSTS.POSTS SHALL BE ATTEND A PRECONSTRUCTION CONFERENCE WITH THE CITY.THE CONTRACTOR TYPES,EXCEPT DUCTILE IRON.BEDDING MATERIAL FOR DUCTILE IRON PIPE SHALL MATE RIALTO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE THEREBY CAUSING DEBRIS TO BE TRACKED ONTO THE EXISTING ASPHALT,THE CONTRACTOR SET A MINIMUM OF TWO FEET INTO THE GROUND IN A CONCRETE-FILLED BASE WITH A SEVEN SHALL SCHEDULE THE PRE-CONSTRUCTION CONFERENCE BY CALLING(360) MEET THE REQUIREMENTS OF THE CITY'S STANDARDS AND SPECIFICATIONS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE, SHEET REVISIONS: SHALLCONSTRUCT A QUARRY SPALL ROADWAY 20-FEET WIDE BY 100-FEET LONG MINIMUM.THE FEET OF CLEARANCE BETWEEN THE BOTTOM OF THE SIGN AND THE FINISHED GRADE. 403-3500.PRIOR TO SCHEDULING,THE CONTRACTOR MUST SUBMIT AND RECEIVE (CHAPTER 4). NO.DATE DESCRIPTION APPROVED CONTRACTOR IS RESPONSIBLE FOR DAMAGES TO EXISTING IMPROVEMENTS RESULTING FROM APPROVAL FOR THE TRAFFIC CONTROL PLAN,CITY PERMITS,TEMPORARY EROSION 16. THE CONTRACTOR SHALL COMPACT TRENCH BACKFILL WITHIN THE CITY THIS CONSTRUCTION. 6. ACCESS PARKING SPACE SYMBOL SHALL BE WHITE WHEN APPLIED TO ASPHALT AND AND SEDIMENT CONTROL PLAN,PERFORMANCE BOND,COPY OF OTHER AGENCY 4. ALL TRENCH BACKFILL IN AREAS OF PAVEMENT OR STRUCTURAL LOADING SHALL RIGHT-OF-WAY TO AT LEAST 90%MAXIMUM DRY DENSITY FROM THE BOTTOM OF SURROUNDED BY A BLUE BACKGROUND WITH A WHITE BORDER WHEN INSTALLED ON CEMENT PERMITS,A COPY OF THE CONTRACTOR'S LICENSE,AND PROOF OF INSURANCE BE COMPACTED TO AT LEAST 95%OF THE MAXIMUM DRY DENSITY.ALL OTHER THE TRENCH TO A DEPTH OF$'BELOW THE SURFACE.THE TRENCH BACKFILL MUST 4. DURING ALL PHASES OF CONSTRUCTION,THE CONTRACTOR SHALL SWEEP AND REMOVE ALL CONCRETE SURFACES AND SHALL CONFORM TO SECTION 8-22.1 OF THE 2016 STANDARD COVERAGE. AREAS SHALL BE COMPACTED TO AT LEAST 90%OF MAXIMUM DRY DENSITY. BE COMPACTED TO AT LEAST 95%MAXIMUM DENSITY WITHIN TOF THE SURFACE. DEBRIS TRACKED ONTO THE EXISTING ROADS.FAILURE TO KEEP ROAD FREE FROM DEBRIS OFF SPECIFICATIONS AND STANDARD PLAN M-2R.60-02. ASPHALT MUST BE COMPACTED TO MEET THE REQUIREMENTS ON THE PLANS.ALL EXISTING ROADWAY MAY CAUSE WORK STOPPAGE.THE CONTRACTOR SHALL ALSO WATER THE 4. A COPY OF THE APPROVED CONSTRUCTION PLANS MUST BE ON THE JOB SITE 5. ALL PIPE SHALL BE PLACED ON STABLE EARTH.IF IN THE OPINION OF THE CITY COMPACTION TESTS ARE AT THE DEVELOPERS EXPENSE. SITE(IF REQUIRED)TO REDUCE CONSTRUCTION DUST. WHEN CONSTRUCTION IS IN PROGRESS. INSPECTOR,THE EXISTING TRENCH FOUNDATION IS UNSATISFACTORY,THEN IT __ SHALL BE EXCAVATED BELOW GRADE AND SACKFILLED WITH GRAVEL BEDDING _ S. AT ALL TIMES,TRAFFIC LANES SHALL BE MAINTAINED ON EXISTING ROADS.TEMPORARY AND STORM SEWER 5. ALL SITE WORK SHI CONSTRUCTED IN ACCORDANCE WITH THE APPROVED MATERIAL TO SUPPORT THE PIPE. WATER SYSTEM CONSTRUCTION NOTES: PARTIAL ROAD CLOSURE SHALL BE APPROVED BY THE CITY OF ARLINGTON ENGINEERING,FIRE, 1. THE FOLLOWING MATERIALS ARE ACCEPTABLE FOR THE STORM SEWERS IDENTIFIED ON THE PLANS.ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE PRIOR AND POLICE DEPARTMENTS PRIOR TO CONSTRUCTION.DURING CONSTRUCTION WITHIN THE PLANS: APPROVAL FROM THE OWNER,THE CITY ENGINEER,AND OTHER APPROPRIATE 6. LOT DRAINAGE SYSTEMS.STUB-OUTS MID ANY DRAINS BEHIND THE SIDEWALK 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE APPROVED PLANS AND CURRENT CALL 48 HOURS RIGHT-OF-WAYS,THE CONTRACTOR SHALL PROVIDE ALL LABOR,MATERIALS,AND EQUIPMENT PUBLIC AGENCIES. MUST BE INSTALLED AS REQUIRED PRIOR TO SIDEWALK CONSTRUCTION. EDITION OF THE CITY OF ARLINGTON STANDARDS AND SPECIFICATIONS.ANY FOR TRAFFIC CONTROL AND CONSTRUCTION WARNING/CONTROL SIGNS. A PVC PIPE(POLYVINYL CHLORIDE)OVER 8"IN DIAMETER SHALL CONFORM TO SECTION STUB-OUTS SHALL BE MARKED WITH A 2'X4'WITH 3 FEET VISIBLE ABOVE GRADE CHANGES TO THE DESIGN REQUIRE CITY APPROVAL. BEFORE YOU DIG 9.05.12(2)MEETING THE REQUIREMENTS OF ASTM D3034,SDR35.PVC PIPE 8-IN DIAMETER AND 6, ALL OF THE LOCATIONS OF THE EXISTING UTILITIES SHOWN IN THE PLANS HAVE AND MARKED"STORM'.LOCATION AND DEPTH OF THESE INSTALLATIONS SHALL BE 1.800.424.5555 6. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL,STATE,AND FEDERAL REGULATIONS UNDER SHALL CONFORM TO SECTION 9-05.1(5)OF THE STANDARD SPECIFICATIONS MEETING BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS SHOWN ON THE AS-BUILT PLANS SUBMITTED TO THE CITY. 2. ALL MATERIALS SHALL CONFORM TO THE CITY STANDARDSAND SPECIFICATIONS CONCERNING DISPOSAL OF MATERIALS.ALL ASPHALT,CONCRETE,BRICK AND STRUCTURES THE REQUIREMENTS OF AASHTO M 294 TYPE S. AND SHALL THEREFORE BE CONSIDERED APPROXIMATE AND NOT NECESSARILY AND SHALL BE APPROVED BY THE CITY PRIOR TO DELIVERY TO THE JOB SITE. RE MOVED FROM THIS SITE SHALL BE DISPOSED OF IN AN APPROVED SITE OBTAINED BY THE COMPLETE.IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO 7. ALL CATCH BASINS SHALL BE TYPE I UNLESS OTHERWISE SHOWN ON THE PLANS MATERIAL SUBMITTALS ARE REQUIRED AND MUST BE APPROVED PRIOR TO CONTRACTOR. B. CORRUGATED POLYETHYLENE PIPE(CPP)SHALL HAVE A SMOOTH BARREL INTERIOR, INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS. AND APPROVED BY THE CITY.THE USE AND INSTALLATION OF INLETS IS SCHEDULING A PRE-CONSTRUCTION CONFRERNCE. CORRUGATED EXTERIOR,CONFORMING TO SECTION 9.05.1(7)MEETING THE REQUIREMENTS .i DISCOURAGED. 7. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND APPLYING FORALL PERMITS OF AASHTO M294. 7. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL CASTINGS AND UTILITIES S. WATER MAINS SHALL BE CEMENT-LINED DUCTILE IRON PIPE CLASS 52 UNLESS 19 ASSOCIATED WITH THIS CONSTRUCTION,NOT OBTAINED BY THE OWNER AND/OR ENGINEER. C. PROFILE WALL PVC STORM PIPE I5"AND UNDER SHALL CONFORM TO SECTION 9-05.12(2)OF DURINGCONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES 8. ALL CATCH BASINS WITH A DEPTH OF 5 FEET(RIM TO INVERT)OR GREATER SHALL OTHERWISE APPROVED BY THE CITY. W THE STANDARD SPECIFICATIONS,MEETING THE REQUIREMENTS OFAASHTO M304 SDR35.ALL LOCATE SERVICE(1-800-4245555 ORB11)AT LEAST48 HOURS PRK)RTO BE TYPE 2 CATCH BASINS EQUIPPED WITH 314-INCH DIAMETER SAFETY MANHOLE L 8. THE ENGINEER SHALL BE IMMEDIATELY NOTIFIED PRIOR TO CONSTRUCTION IF ANY FITTINGS SHALL CONFORM TO ASTM F 794.ALL PIPES SHALL HAVE GASKETED JOINTS. CONSTRUCTION. I STEPS OR A MANHOLE LADDER PER CITY STANDARD DETAILS, 4. ALL SERVICE LOCATIONS SHALL BE FIELD APPROVED BY THE CITY PRIOR TO I- DISCREPANCY IN PLANS AND EXISTING CONDITIONS IS DISCOVERED. 8. INSPECTION AND ACCEPTANCE OF ALL WORK WILL BE ACCOMPLISHED BY INSTALLATION. 27.STORM CATCH BASINS AS INDICATED ON THE PLANS SHALL CONFORM TO CITY OF ARLINGTON REPRESENTATIVES OF THE CITY OF ARLINGTON.IT SHALL BE THE CONTRACTOR'S 9. ALL GRATES SHALL BE MARKED'OUTFALL TO STREAM,DUMP NO POLLUTANTS'. 9. THE CONTRACTOR SHALL STOCKPILE CLEAN,NATIVE TOPSOIL MATERIALS,FREE OF SOD AND ENGINEERING DEPARTMENT AND: RESPONSIBILITY TO COORDINATE AND SCHEDULE APPROPRIATE INSPECTIONS, ALL SOLID COVER SHALL BE MARKED'DRAIN%ALL CATCH BASINS AND MANHOLES S. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE UNDERGROUND UTILITIES BY Z W Z - L ALLOWING PROPER ADVANCE NOTICE.THE INSPECTOR MAY REQUIRE REMOVAL SHALL BE EQUIPPED WITH LOCKING FRAMES AND LIDS OR GRATES PER CITY CALLING ONE-CALL UNDERGROUND UTILITY LOCATOR D-800424-5555)48 HOURS O L �r DEBRIS LARGER THAN SHALL S INCHES,TO BE USED AS FILL IN THEMATERIAL PROPOSED LANDSCAPE AREAS. AND REPLACEMENT OF ITEMS THAT DO NOT MEET CITY STANDARDS OR WERE r THE CONTRACTOR SHALL STOCKPILE EXCESS NATIVE MATERIAL ON THE SITE AS DIRECTED By BURLIN CATCH CATCH BASIN PER CUT CONCRETE CB DETAIL STANDARD DETAILS. PRIOR TO CONSTRUCTION. THE OWNER.EXCESS AND UNSUITABLE NATIVE MATERIAL SHALL BE DISPOSED OF BY THE TYPEI CATCHBASIN PER WSDOT STD PLAN 85.20-01 CONSTRUCTED WITHOUT INSPECTION. CONTRACTOR AT AN APPROVED DUMPSITE RETAINED BY THE CONTRACTOR.DEBRIS AND TYPE iL CATCH BASIN PER WSDOT STD.PLAN B5AW1 I 10. ALL GRATES LOCATED IN THE GUTTER FLOW LINE(INLET AND CATCH BASIN)SHALL 6. ADEQUATE TRENCH SHEETING AND/OR SHORING SHALL BE PROVIDED BY THE F .j F W STRUCTURES SHALL BE REMOVED FROM SITE AND DISPOSED AT AN APPROVED DISPOSAL SITE TYPE 2 CATCH BASIN PER WSDOT STD.PLAN B-1020.01 9. THE CONTRACTOR SHALL KEEP THE ONSrM AND OFF-SITE STREETS CLEAN AT ALL BE DEPRESSED 0.1 FOOT BELOW PAVEMENT LEVEL. CONTRACTOR AS REQUIRED BY OSHA AND WISHA /I� W RETAINED BY THE CONTRACTOR. CATCH BASIN STD.GRATE PER GRATE PER STDOT AN SM.PLAN 101 TIMES BY STREETS NG WILL WITH BE EEPING ALLOWEDAND/OR VACUUM TRUCK.AL HINGFROM THE 11 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL MANHOLE,INLET 7. THE PIPE SHALL BE INSTALLED BY FOLLOWING THE FINISHED GRADE PROFILE W v O0. O j CATCH BASIN THIRD CURB GRATE PER$To.P STD.PLAN B-25.20.01 THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL FROM THE .- ALL CATCH BASINS SHALL HAVE A MINIMUM 2-FOOT SUMP UNLESS OTHERWISE INDICATED. CITY INSPECTOR 0 Z 11_ 10. ALL PORTIONS OF THE SITE UNDER THE PROPOSED ASPHALT SHALL BE EXCAVATED TU EXPOSE AND CATCH BASIN FRAMES AND GRATES/COVERS TO GRADE JUST PRIOR TO CURB WHEREVER POSSIBLE.THE DEPTH OF COVER SHALL BE TYPICALLY 361NCHES(3 = � A NON-ORGANIC MATERIAL SUITABLE FOR CONSTRUCTION.THE SUBGRADE SHALL BE IF SUBGRADE CONDITIONS ARE SOFT BELOW PROPOSED STRUCTURES,THE FOUNDATION SHALL INSTALLATION AND/PAVING. FEET),AND MAY BE UP TO 60 INCHES(5 FEET)WITH THE APPROVAL OF THE CITY ,_ PREPARED CONFORMING TO SECTION 2-06.3(1),AND COMPACTED TO A MINIMUM OF 95% 10. THE CONTRACTOR SHALL MAINTAIN TWO(2)SETS OF°AS-BUILT°PLANS SHOWING ENGINEER.WATER MAINS UNDER THE STATE F MAXIMUM DENSITY WITH A MINIMUM TEN-TON SELF-PROPELLED VIBRATORY ROLLER.ANY BE OVER-EXCAVATED TWO-FEET BELOW THE STRUCTURE,AND THREE FEET FROM THE SIDES OF ALL FIELD CHANGES AND MODIFICATIONS.IMMEDIATELY AFTER CONSTRUCTION (OR SHALL MEET H ,+ AREAS THAT INDICATE PUMPING,UNSTABLE,OR YIELDING SOIL CONDITIONS SHALL BE OVER THE STRUCTURE,AND BACK-FILLED WITH MECHANICALLY COMPACTED 24'QUARRY SPALLS.ALL COMPLETION,THE CONTRACTOR SHALL DELIVER BOTH COPIES OF RED-LINED 12. ALL RETENTION/DETENTION FACILITIES SHALL BE INSTALLED AND IN OPERATION THE MINIMUM COVER DEPTHS REQUIRED BY WSDOT(OR 3NOHOMISH COUNTY). I: a w v EXCAVATED AND REPLACED WITH TWO INCH TO FOUR-INCH QUARRY SPACES.STOCKPILED STRUCTURE JOINTS MUST BE GASKETED. PLANS TO THE CITY.THE CITY WILL FORWARD ONE OF THE COPIES TO THE DESIGN PRIOR TO,OR IN CONJUNCTION WITH,ALL CONSTRUCTION ACTIVITY,UNLESS /' MATERIAL SHALL BE PROTECTED FROM OVER-SATURATION BY RAINFALL OR PONDED WATER. ENGINEER. OTHERWISE APPROVED BY THE CITY. S. PIPE JOINT DEFLECTIONS SHALL NOT EXCEED ONE-HALF OF PIPE `// v FINAL GRADED CONDITIONS SHALL BE RAKED TO REMOVE ALL DEBRIS LARGER THAN ONE-INCH 28.ALL PVC PIPE CONNECTIONS SHALL BE MADE TO STRUCTURES USING PVC SAND COLLARS. I MANUFACTURER'S RECOMMENDED MAXIMUM DEFLECTIONS.BENDS MAY BE FROM THE SURFACE. TESC NOTES: I 13. DETENTIONIRETENTION PONDS WITH SIDE SLOPES STEEPER THAN 3:1 OR WITH REQUIRED TO MAINTAIN PROPER WATER MAIN ALIGNMENT WITHIN EASEMENTS OR O 29.UPON INSTALLATION OF ALL PIPES TO STORM STRUCTURES,THE KNOCKOUT AREA SHALL BE MAXIMUM WATER DEPTH GREATER THAN 3 FEET SHALL BE ENCLOSED WITH A PUBLIC RIGHTCF-WAY. NEATLY MUDDED INSIDE AND OUT OF THE CATCH BASIN USING A NON-SHRINK CONCRETE GROUT. VINYL COATED CHAIN LINK FENCE. 11. ORGANIC MATERIAL AND NON SUITABLE NATIVE MATERIAL DISCOVERED DURING SUBGRANON-SHRINK1. APPROVAL OF THE TEMPORARY EROSION/SEDIMENT CONTROL(TESC)PLAN DOES EXCAVATION AND SITE PREPARATION SHALL BE ENTIRELY REMOVED AND DISPOSED OF BY THE 30.UPON COMPLETION OF ALL CRUSHES TOP COARSE GRADING AND PREPARATION FOR ASPHALT NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR STORM DRAINAGE 9. WATER MAIN SHALL NOT BE PLACED UNDER SIDEWALK,CURBS,GUTTERS,OR ANY CONTRACTORAT THE CONTRACTOR'S EXPENSE. PAVING,ALL CATCH BASIN STRUCTURES SHALL BE CORRECTLYADJUSTED SO AS TO.BE FLUSH .DESIGN. 14. BIO-FILTRATION SWALES AND/OR FILTER STRIPS SHALL BE CONSTRUCTED,BEDDED PERMANENT STRUCTURES WITHOUT THEPRIOR APPROVAL OF THE CITY ENGINEER. WITH THE PROPOSED FINISH GRADE. OR SEEDED AND IN OPERATION PRIOR TO,OR SODDED IN CONJUNCTION WITH, . 12. DURING PERIODS OF RAINFALL,THE CONTRACTOR SHALL PREVENT WATER FROM STANDING ON 2. ATESC PLAN MEETING THE DOE STORM WATER MANAGEMENTMANUAL ADOPTED ASPHALT PAVING.THE VEGETATION IN THE SIO-SWALE MUST BE WELL 10. NO CONNECTION TO THE CITY WATER SYSTEM IS ALLOWED UNTIL THE NEWIIIIIIIIIIII THE SUBGRADE OR ON THE PREPARED GRAVEL SUBGRADE.THE CONTRACTOR IS RESPONSIBLE 31.UPON PROJECT COMPLETION,THE CONTRACTOR SHALL FLUSH ALL STORM PIPES TO REMOVE ANY BY THE CITY SHALL BE SUBMITTED TO THE CITY FOR APPROVALPRIORTOANY ESTABLISHED BEFORE PAVING BEGINS. CONSTRUCTION PASSES PRESSURE ANDPURITY TESTS,AND HAS BEEN APPROVED FOR SUBGRADE PROTECTION,REPAIR AND REPLACEMENT OF SUBGRADE MATERIALS SHALL BE DEBRIS.DEBRIS SHALL NOT BE DISPOSED OF INTO THE DOWNSTREAM DRAINAGE SYSTEM,BUT WORK ON THE SITE.AN APPROVED COPY MUST BE MAINTAINED ON-SITE AND BE AND ACCEPTED BY THE CITY. PAID FOR BY AND AT THE CONTRACTOR'S EXPENSE.STORM RUNOFF SHALL BE DISCHARGED TO DISPOSED OF IN AN APPROPRIATE MANNER. READILY AVAILABLE TO THE CITY INSPECTORATTHEIR REQUEST. 15. STORM WATER RETENNIOWDETENTIGN FACILITIES,STORM DRAINAGE PIPE AND THE STORM SYSTEM OR ON SITE LOCATION THAT WILL NOT IMPACT THE NEIGHBORING -- CATCH BASINS SHALL BE FLUSHED AND CLEANED BY THE DEVELOPER PRIOR TO 11. PRIOR TO MAKING CONNECTIONS TO THEEXISTING SYSTEM,CONTRACTOR SHALL PROPERTIES,THIS PROJECT,DOWNSTREAM CONVEYANCE SYSTEM.THE CONTRACTOR IS 32.BLOCKLETTERING SHALL BE EMBOSSED ON THE TOP SURFACES OF GRATES AND COVERS AS 3. THE TESC BAPS SHOWN ON THE PLAN MUST BE INSTALLED PRIOR TO ALL OTHER THE CINSACCEPTANCE OF THE PROJECT. TELDVERIFY THE LOCATION,DEPTH ANDMATERIAL OF EXISTING WATER MAINS ATHE REQUIRED TO PROVIDE TEMPORARY DITCHING AND PUMPS TO REMOVE ALL STANDING WATER FOLLOWS: CLEARING AND GRADING DOES NOT D ENTER HE D A INAGMANNERS AS TM EEAVE THHAT ANT NNECTION. FROM THE WORKAREA SEDIMENT-LADEN WATER DOE WATERUATYSTANARDS.MSTEM,LEAVETHE 18. WHEN ED,AINFILTRATION SIGN IS S AREBASED CONSTRUCTED,COMPACTION OF SOIL INALLOSNOT A 'DRAIN"-3-INCH LETTERS ON ALL SOLID COVERS. SITE,OR VIOLATE APPLICABLE WATER QUALITY STANDARDS.MAINTENANCE, ALLOWED,AS THE DESIGN IS BASED ON NATURAL SOIL IN THE ORIGINAL LOCATION. 12. ALL WATER LINES SHALL BE A MINIMUM OF 10 FEET HORIZONTAL CLEARANCE FROM 13. AGGREGATE FOR GRAVEL BORROW SHALL COMPLY WITH SECTION 9-03.14(i)OF THE 2016 B. 'OUTFALL TO STREAM DUMP NO POLLUTANTS'-Y,INCH LETTERS ON ALL GRATES REPLACEMENT,AND UPGRADING OF THE TESC PLAN IS THE RESPONSIBILITY OF VEHICLES SHALL NOT BE DRIVEN OVER THE INFILTRATION AREA DURING SANITARY SEWERS.WHEN WATER LINES CROSS SEWER LINES,THE MINIMUM STANDARD SPECIFICATIONS.GRAVEL BORROW SHALL CONSIST OF WELL GRADED SAND THEAND THECONTRAGTOR UNTIL ALL CONSTRUCTION IS COMPLETE AND APPROVED BY CONSTRUCTION. VERTICAL CLEARANCE SHALL BE 18 INCHES. 33.ALL SOLID COVERS AND GRATES SHALL BE SECURED WITH 5/8-INCH STAINLESS STEEL SOCKET GRAVEVE SHALL NOT EXCEEDO THE REQUIRED SPECIFICATIONS IMPOTHE RTED TO CENT SITESSSIN ALL US No. HEAD CAP SCREWS. THE CITY. 17. IF THE CONTRACTOR ENCOUNTERS GROUNDWATER OR SOIL CONDITIONS 13. TO FILL THE MAIN FOR FLUSHING,PRESSURE AND PURITY TESTS,THE 200 SIEVE SHALL NOT EXCEED 5%.ALL GRAVEL BORROW IMPORTED TO THE SITE SHALL HAVE A CONSISTENT GRADATION.PRIOR TO IMPORTING ANY GRAVEL BORROW MATERIAL.THE A LIGHT COATING OF ANTI-SEIZE THREAD COMPOUND SHALL BE APPLIED TO THE SCREWS AT THE 4. THE BOUNDARIES OF THE CLEARING LIMITS,SHOWN ON THE TESC PLAN,SHALL BE DIFFERENT FROM THAT SHOWN IN THE PLANS DURING INFILTRATION SYSTEM CONTRACTOR IS REQUIRED TO USE AN APPROVED METER AND DCVA.THE CONTRACTOR SHALL PROVIDE GRADATION AND TEST RESULTS TO THE ENGINEER FOR TIME OF INSTALLATION.THE ANTI-SERE COMPOUND USED SHALL BE LOCTITE 767 OR APPROVED CLEARLYFENCED OR FLAGGED IN THE FIELD PRIOR TO STARTING CONSTRUCTION. INSTALLATION,THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR HYDRANT SHALL REMAIN IN THE FULL OPEN POSITION TO PREVENT APPROVAL.GRADATION AND PROCTOR TEST RESULTS SHALL BE SUPPLIED BY THE EQUAL.ANTI-SEIZE COMPOUND SHALL BE APPLIED ACCORDING TO THE MANUFACTURERS NO DISTURBANCE BEYOND THE FENCED OR FLAGGED CLEARING LIMITS SHALL BE BACK-SIPHONAGE THROUGH THE DRAIN HOLE.AFTER SUCCESSFUL TESTING,THE O CONTRACTORPER 2000 TONS OF IMPORTED MATERIAL.THE CONTRACTOR SHALL RETAIN RECOMMENDATIONS. PERMITTED.THE FENCING AND/OR FLAGGING SHALL BE MAINTAINED BY THE CONTRACTOR WILL TIE INTO THE EXISTING SYSTEM,USING DISINFECTED SLEEVES Z LICENSED PERSONNEL TO PERFORM COMPACTION TESTS FOR THE FOLLOWING: CONTRACTOR FOR THE DURATION OF THE CONSTRUCTION PROJECT SEWER SYSTEM CONSTRUCTION NOTES: AND SPOOLPIECES. OIIIIIIIIIIII OTHER LOCKING DEVICES ARE ACCEPTABLE SUBJECT TO APPROVAL BY CITY OFARLINGTON A , SHALL CON 14 THE CONTRACTOR TACT THE OTV FOR OPERATION. d TOP OF PREPARED GRAVEL BORROW WITHIN THE PARKING LOTAND ROAD SECTION ON A ENGINEERING DIRECTOR. 5. THE TESC FACILITIES SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS 1. ALL WORK BE IN ACCORDANCE WITH THE APPROVED PLANS.AND CURRENT a 50-FOOT GRID/INTERVAL FOR GRAVEL FILLS GREATER THAN TWO FEET. FOR THE ANTICIPATED SITE CONSTRUCTION.DURING THE CONSTRUCTION PERIOD, EDITION OF THE CITY OF ARLINGTON STANDARDS AND SPECIFICATIONS.ANY AUTHORIZED REPRESENTATIVES OF THECITY CAN OPERATE VALVES IN THE CITY THESE TESC FACILITIES SHALL BE UPGRADED AND ADDED TO AS NEEDED,FOR CHANGES TO THE DESIGN REQUIRES CITYAPPROVAL. WATER SYSTEM. U B. ONE TEST ADJACENT TO ALL STRUCTURES WITHIN THE ASPHALT. UTILITY TRENCHES UNEXPECTED STORM EVENTS AND TO REFLECT CHANGED CONDITIONS,AS (n REQUIRED BY THE CITY. 15. THE CONTRACTOR IS HEREBY NOTIFIED THAT,SINCE FILLING AND FLUSHING WILL LJ IIIIIIIIIIII 2. ALL MATERIALSAIALSS AND MATERIAL THE SUBMITTALS SHALL BEA STANDARDS AND 1. ALL TRENCHES SHALL BE EXCAVATED TO PROVIDE MINIMUM WIDTH OF EIGHT INCHES ON EITHER -- BE GONE THROUGHACROSS-CONNECTION CONTROL DEVICE,LOW VELOCITY C. TI UTILITY T S WCH T 5 EE 0-FEET ANTE LESS OF GRAVEL TRENCH BACKFILL:TOP CENTER OF SIDE OF THE PROPOSED UTILITY AS INDICATED ON THE UTILITY TRENCH DETAIL WITHIN THE CIVIL CITY B ICANIO NS AN❑THE MATERIAL SU S RUCT10N ALL BE APPROVED BEFOR � Y THE 6. PHONE CONTRACTOR SHE CONTRACTORS THE CINYA24H EROSION CONTROL CONTACT CITY MATERIAOR LS ARE DELIVNG ERED TO JOB SITE. ONCE THE MATERIALS BEFORE KEEP THAYBE ENCOUALTERED.NHAILLAT N.THISVAY INCLUEMPTDE ESWHALL BE MADE TO UTILITY TRENCH AT 50-FEET INTERVALS. DRAWINGS.ALL SEWER PIPES SHALL BE BEDDED WITH PEA GRAVEL STORM SEWER TRENCHES PHONE NUMBER OF THE CONTRACTOR'S CERTIFIED EROSION CONTROL THE MATERIALS ARE DELIVERED TO THE JOB SITE.ONCE THE MATERIALS ARE KEEP THE PIPE CLEAN DURING INSTALLATION.THIS MAY INCLUDE SWABBING THE LL U. SHALL BE BEDDED WITH SAND,BUCKSHOT OR GRAVEL WITH 100%PASSING THE 114-INCH SCREEN. SUPERVISOR PRIOR TO STARTING CONSTRUCTION. DELIVERED TO THE JOB SITE THE INSPECTOR WILL DETERMINE IF THE MATERIALS PIPE WITH CHLORINATED WATER. W /, D. TRENCHES WITH MORE THAN THREE FEET OF GRAVEL TRENCH BACIO'ILL:TOP CENTER OF BEDDING MATERIAL SHALL ALSO BE USED TO COVER THE PIPE TO A MINIMUM OF SIX INCHES 2 v ALL WERE MANUFACTURED TO ME ET THE REQUIREMENTS OF THE CITY OF ARLLED. (n RESULTUTILITY S ENCHSHALL AND MEET OR EXCEED THE NCH,BSPECIICTHANS.ALLTINTERHAT DO ABOVE THEAND P OF COVER E PIPE.MATERIAL TO ASSURE TORADEQUATE SHALL CAREFULLY TAMP AND HAND COMPACTOF THE 7. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND STANDARDS AND SPECIFICATIONS BEFORE THEMATERIALS CAN BE INSTALLED. 16. THE CONTRACTOR SHALL PERFORM TEMPORARY SOIL EROSION AND W THE REQUIRED IRED MEET ORTIONSS AL SPECIFICATIONS.ALL AREAS THATD T NOT MEET BEDDING AND COVER MATERIAL TO ASSURE ADEQUATE SUPPORT UNDER THE BARREL OF THE THEERIONAL DST TO OWNER. 3. BE RE-COMPACTED AND RETESTED AT NO PIPE. MAINTAINED AS NECESSARY TO ENSURE CONTINUED FUNCTION AND OPERATION. SEDIMENTATION CONTROL,THE CITY CONTROL,NOISEECONTROL AND TRAFFIC IC ADDITIONAL COST IO THE OWNER. 3. ALL SEWER MAINS AND SIDE SEWER STUBS SHALL BE FIELD STAKED FOR GRADES CONTROL AS REQUIRED By THE CITY OR OTHER APPLICABLE AGENCIES. 2. TRENCH BACKFILL MATERIAL SHALL CONSIST OF COMPACTED GRAVEL BASE PLACED IN LOOSE 8. BETWEEN OCTOBER 1 AND APRIL 30,DISTURBED AREAS THAT ARE TO BE LEFT AND ALIGNMENT BY A SURVEYOR PRIOR TO CONSTRUCTION.THE CONSTRUCTION 14. CRUSHED SURFACING TOP COURSE SHALL CONFORM TO SECTION 9.03.9(3)OF THE 2016 LIFTS NOT EXCEEDING EIGHT INCHES AND COMPACTED TO A MINIMUM OF 95%MAXIMUM DENSITY UNWORKED FOR MORE THAN TWO(2)DAYS SHALL BE IMMEDIATELY COVERED BY STAKES MUST SHOW THE STATION AND OFFSET TO THE ALIGNMENT. 17. CUTTING AND PATCHING OF ROAD WAYS SHALL CON FORM TO THE REQUIREMENTS cc STANDARD SPECIFICATIONS.EACH LIFT SHALL BE MECHANICALLY COMPACTED TO A MINIMUM AS DETERMINED BY ASTM D 1557 TESTING PROCEDURE.THE INITIAL LIFT OF GRAVEL TRENCH MULCH,SOD OR PLASTIC COVERING.BETWEEN MAY I AND SEPTEMBER 30, OF THE RIGHT-OF-WAY PERMIT OF THE CRY OR OTHER APPLICABLE AGENCY. OF 95%MAXIMUM DENSITY AS DETERMINED BY ASTM D-1557 TESTING PROCEDURE.PLACEMENT BACKFILL OVER THE PIPE SHALL NOT EXCEED 18 INCHES IN ORDER TO PROTECT THE PIPE.GRAVEL DISTURBED AREAS THAT ARE TO BE LEFT UNWORKED FOR MORE THAN SEWN(7) 4. THE CITY OF ARLINGTON WASTEWATER DIVISION SHALL BE NOTIFIED A MINIMUM OF ANDGRADING OF COMPACTED CRUSHED TOP COURSE MATERIAL WITHIN THE ASPHALT AREAS BASE SHALL BE USED AS TRENCH BACKFILL IN ALL TRENCHES UNDER PROPOSED ASPHALT, DAYS SHALL BE IMMEDIATELY COVERED BY SEEDING OR OTHER APPROVED 48 HOURS IN ADVANCE OF A TAP OR CONNECTION TO AN EXISTING SANITARY SHALLHAVEATOLERANCE OF PLUS OR MINUS ONE-HALF INCH FROM THE DESIGNATED TOP OF CONCRETE,CONSTRUCTION TRAFFIC AREAS,AND WITHIN FIVE FEET BEYOND IMPERVIOUS METHODS. SEWER MAIN.THE INSPECTOR SHALL BE PRESENT AT THE TIME OF THE TAP OR ADA NOTES: CRUSHED SURFACING TOP COURSE,THE CONTRACTOR SHALL PROVIDE GRADATION AND SURFACES.NATIVE SOIL MATERIALS MAY BE USED AS TRENCH BACKFILL ONLY AT LOCATIONS CONNECTION, BEYOND THOSE REQUIRING GRAVEL STRUCTURAL FILL.THE USE OF NATIVE SOIL MATERIALS AS THE FOLLOWING NOTES SHALL APPLY TO HANDSCAPE FACILITIES WITHIN THE PUBLIC DEGRADATION TEST RESULTS TO THE ENGINEER FOR APPROVAL OF SITE MATERIAL. 9. SEDIMENT DEPOSITS SHALL PO REMOVED MID S DIME T TRAPS CATCH BASEE TRENCH BACKFILL,WITHIN THOSE AREAS REQUIRING GRAVEL,MUST BE APPROVED BY THE PRE-TREATMENT/SEDIMENT POND,AND SEDIMENT TRAPS UPON REACHINGA 5. GRAVITY SEWERS,INCLUDING SIDE SEWERS,WITH 5T014 FEET OF COVER SHALL RIGM-OF-WAY. 15. ASPHALT CONCRETE PAVEMENT SHALL CONFORM TO SECTION 5.04 OF THE 2016 STANDARD GEOTECHNICAL ENGINEER AND OWNER PRIOR TO THE WORK BEING PERFORMED.THE USE OF DEPTH OF 12 INCHES. BE PVC ASTM D 3034 SDR 35.GRAVITY SEWER MAINS WITH LESS THAN 5 FEET OR SPECIFICATIONS. NATIVE SOILS WITHIN TRENCHES REQUIRING GRAVEL WILL ONLY BE ACCEPTED WITH THE GREATER THAN 14 FEET OF COVER SHALL BE DUCTILE IRON PIPE CLASS 52,OR 1.UNLESS OTHERWISE SPECIFIED ON THE PLANS,OR DIRECTED BY THE CRY APPROVAL OF THE GEOTECHNICAL ENGINEER,AND THE NATIVE SOILS MUST BE COMPACTED TO A ENGINEER CROSS SLOPES OF SIDEWALKS SHALL BE NOMINAL 1.5%.CROSS THE FINAL GRADING OF CRUSHED SURFACING TOP COURSE WILL BE INSPECTED AND MINIMUM OF 95 PERCENT MAXIMUM DRY DENSITY.THE USE OF NATIVE SOILS AS TRENCH BACKFILL 10. ANY PERMANENT SHALLRETENT WITHION THE ACILITY SSARYED AS AOSION ON BE EPDXY COATED CE ENT.LIIPE IS USED FOR SEWER,THE PIPE INTERIOR SHALL SLOPES SHALL NOT BE LESS THAN i%NOREXCEE02%. L. APPROVED BY THE ENGINEER PRIOR TO ASPHALT PAVING.ALL ABUTTING EDGES OF EXISTING SHALL NOT PRECLUDE THE MINIMUM ASPHALT BE REQUIREMENTS AS IDENTIFIED ON THE SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL BE EPDXY COATED{NOT CEMENT-LINED). 2.MAXIMUM SLOPES SHOWN ON THE PLANSREPRESENT THE MAXIMUM ALLOWABLE pF WA y L ASPHALT SHALL BE SAW CUT FULL DEPTH TO PROVIDE A NEAT STABLE EDGE FOR THE NEW MEASURES,SHALL PROVIDE ADEQUATE STORAGE CAPACITY.AND SHALL BE SLOPES PERMITTED BY CURRENT ADA REQUIREMENTS.THE CONTRACTOR SHALL CIVIL PLANS.NO NATIVE MATERIAL MAY BE USED AS TRENCH BACKFILL IN THE PUBLIC RIGHT OF (n ASPHALT.ALL SAW CUT FACES SHALL BE TACK COATED AS WELL AS ALL STRUCTURES THAT CLEANED OUT ENTIRELY ONCE THE SITE IS STABILIZED.O THE PERMANENT 6. PRECAST MANHOLES SHALL ETE MEET GROUTED REQUIREMENTS OF ASTM OUTSIDE JOINTS WAY' FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM,THE FACILITY SHALL BE RUBBER GASKETEO AND GROUTED BOTH INSIDE AND Ol7ISIDE OF THE TAKE INTO CONSIDERATION CONSTRUCTION TOLERANCES WHEN PLACING 4. ABUT ASPHALT.THE SURFACE JOINT BETWEEN EXISTING AND NEW ASPHALT MUST BE SEALED SHALL HOT BE USED AS A TEMPORARY SETTLING BASIN. MANHOLE PER CITY OF ARLINGTON STANDARDS AND SPECIFICATIONS.ALL LIFT SIDEWALKS SIDEWALKS INSURE MAXIMUM OTHERSLOPESARE HARDSCA NOT EXCEEDED,WITH HEAT-APPLIED CBS-1 AND SAND COAT.ASPHALT SURFACE THAT HAS LOOSE MATERIAL OR 3. THE BOTTOM OF UTILITY TRENCHES SHALL HAVE A STABLE NON-YIELDING SOIL CONDITION POROUS CONDITIONS AS DETERMINED BY THE ENGINEER SHALL BE SEALED ACCORDING TO SUITABLE FOR SUPPORTING THE DESIGN LOADS.WHERE THE BOTTOM OF TRENCH CONDITIONS HOLES CUT THROUGH THE WALLS OF THE MANHOLE SHALL BE GROUTED FROM 3.COMPLETED SLOPES OR ARE AN MINIMUM ELEMENTS THATEXCEED MAXIMUM SECTION 5.04.3(5)C CRACK SEALING,AT NO ADDITIONAL COST TO THE OWNER WITHIN 2414OURS EXHIBIT PUMPY YIELDING CONDITIONS,THE BOTTOM OF TRENCH SHALL BE OVER EXCAVATED TO 11. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED,FAST THE INSIDE AND OUTSIDE OF THE MANHOLE TO BE WATERTIGHT.ADDITIONAL SPECIFIED SLOPES OR ARE LESS THAN MNIMUM SPECIFIED SLOPES SHALL BE PRIOR TO PAVING.SOIL RESIDUAL HERBICIDE SHALL BE APPLIED TO ALL CRUSHED TOP COURSE EXPOSE FIRM STABLE MATERIAL,AND BACKFI LLED WITH TWO INCH TO FOUR INCH SHOT ROCK GERMINATING GRASSES SHALL BE APPLIED AT AN APPROXIMATE RATE OF 120 LBS WATERPROOFING MAY BE REQUIRED. REMOVED AND REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. � 2226 SURFACES WITHIN THE PARKING LOTS AND ROADS. MATERIAL.WHERE OVER EXCAVATING EXPOSES SIMILAR UNSTABLE CONDITIONS,TRENCH OVER I PER ACRE. CT 0/STEµ I EXCAVATION SHALL BE DONE TO TWO FEET BELOW THE PIPE BEDDING MATERIAL AND BACKFILLED ' 7. SIDE SEWER SERVICES SHALL BE PVC ASTM D 3034 SDR 35 WITH FLEXIBLE - /ONAI 6HO 16. HOT MIX ASPHALT SHALL BE PLACED AT THE LOCATIONS AND DEPTHS INDICATED ON THE WITH TWO INCH TO FOUR INCH SHOT ROCK MATERIAL 12. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL S REQUIRED,IT GASKETED JOINTS.SIDE SEWER CONNECTIONS SHALL BE MADE BY A TAP TO AN PLANS,HOT MIX ASPHALT SHALL BE MECHANICALLY COMPACTED TO A MINIMUM OF 91%OF THE SHALL BE APPLIED AT A MINIMUM THICKNESS OF 3 INCHES,OR 3,000 POUNDS PER EXISTING MAIN OR A TEE FROM A NEW MAIN CONNECTED ABOVE THE SPRING LINE RICE DENSITY.COMPACTION SHALL OCCUR BETWEEN THE TEMPERATURES OF 180 DEGREES ACRE. OF THE PIPE.WYES ARE NOT ALLOWED ON LINES 8-OR LARGER.SIDE SEWERS CAN FAHRENHEIT AND 300 DEGREES FAHRENHEIT.DURING COLD WEATHER CONDITIONS,AS INOT BE INSTALLED UNDER DRIVEWAYS UNLESS APPROVED BY THE CITY DETERMINED BY THE ENGINEER,ALL TRUCKLOADS OF ASPHALT SHALL BE COVERED SO AS TO 13. SOIL STOCKPILES SHALL BE STABILIZED WITHIN 24 HOURS.WHEN ACTIVELY INSPECTOR. RETAINHEAT.THE CONTRACTOR SHALL RETAIN LICENSED MATERIALS-TESTING PERSONNEL TO WORKING WITH THE SOIL STOCKPILE,STABILIZATION BY GROUND COVER BMPS SCALE: NO SCALE PROVIDECOMPACTION TESTS AT 50-FOOT GRIDANTERVAL THROUGHOUT THE FARM GLOT SHALL OCCUR AT THE END OF EACH WORK DAY. 8. ALL SEWER PIPE SHALL BE INSTALLED WITH A CONTINUOUS TRACER TAPE 24"-48" AND ROAD SECTION.IF COMPACTION TEST RESULTS OF HOT MIX ASPHALT INDICATE LESS THAN CONFLICT NOTE UNDER THE PROPOSED FINISHED SUBGRADE,OR AS DIRECTED BY THE CITY DRAWN BY: C.SEVERIN 91%THE CONTRACTOR MAY,AT HIS EXPENSE,HAVE CORE SAMPLES TAKEN AND ANALYZED TO 14. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING INSPECTOR THE MARKER SHALL BE PLASTIC,NON-BIODEGRADABLE,METAL City Of ArhgtOrt SUBSTANTIATE DENSITY.HOT MIX ASPHALT THAT DOES NOT MEET THE REQUIRED COMPACTON, ALL CONSTRUCTION WITH N CITY RIGHT OF WAY SHALL BE IN COM UWCE WITH THE ST CONSTRUCTION RUCTIONND ENTRANCES FOR THESHALL BE INSTALLED LE THE PROJECT. CORE,AND DETECTABLE,WITH BACKING MARKED*SEWER". � _ DESIGNED BY: P.SEVERIN SHALL EITHER BE REMOVED BY THE CONTRACTOR AT HIS EXPENSE OR SHALL HAVE EQUAL THE CRY OF ARLINGTON CONSTRICTION STANDARDS IN THE EVENT THAT THERE IS A _ _._..Denlld wHth C.0L`aa, INTENDED DESIGN.ADDITIONAL TESTING AND ASPHALT TO COMPENSATE FOR UNACCEPTABLE ADDITION AL MEASURES MAYBE REQUIRED TO INSURE THATALL PAVED AREAS ARE CONFLICT BETWEEN THE PROJECT PLANS AND SPECIFlG110N5,THE CITY OF Pl(IlNG1IXH KEPT CLEAN FOR THE DURATION OF THE PROJECT, 9. SIDE SEWERS SHALL BE INSTALLED BY THE DEVELOPER AND COORDINATED FOR T J.( - DATE: 09.28.21 - COMPACTION TEST RESULTS SHALL BE THE EXPENSE OF THE CONTRACTOR NO ASPHALT CONSTRUCTION STANDARDS/NOTES/DETALS SHALL BE USED. CLEARANCE WITH POWER,GAS,TELEPHONE,CABLE,AND OTHER UTILITIES.SIDE ' /'{'O,'.,I'� -- -._ PAVING OR ROLLING COMPACTION OF ASPHALT IS ALLOWED AFTER DARK.ALL ROLLING SHALL 15. MAINTENANCE AND REPAIR OF TESC FACILITIES AND STRUCTURES SHALL BE SEWERS SHALL BE A MINIMUM OF I O FEET BEYOND PROPERTY LINES AND S' ,, 1, Ad I,Mapp neat,. JOB NUMBER: 21062 BE COMPLETED BY SUNSET TIME. CONDUCTED IMMEDIATELY UPON RECOGNITION OF A PROBLEM OR WHEN THE BEYOND ANY EPSEMENT. , D, ,-L,{,m tBemces Manager TESC MEASURES BECOME DAMAGED. DWG NAME: 21062PLN.DWG CONTRACTOR TO PROVIDE APPROVED TRAFFIC CONTROL PLAN 10. THE SEWER PIPE SHALL BE INSTALLED STARTING FROM DOWNSTREAM OF THE p �+ �A FOR ALL DEMOLITION,CONSTRUCTION AND OTHER ACTIVITIES IS. UPON COMPLETION OF THE PROJECT,ALL BAPS SHALL BE REMOVED FROM THE POINT OF CONNECTIO N ON THE EXISTING SEWER OR FROM A DESIGNATED .SHEETNUMBER: STRIPING 8 SIGNAGE STARTING POINT T1 L SEWER PIPE SHALL BE INSTALLED WITH THE BELL END LOCATED IN THE STREET RIGHT-OF-WAY SITE AND RIGHT OF WAY. IF BAPS ARE REQUIRED A REMAIN IN PLACE FOR UPSTREAM. 1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING SLEEVES WITHIN CO PUBLIC CONCRETE FURTHER PROTECTION,ARRANGEMENTS FOR REMOVAL SHALL BE MADE WITH THE C-2■1 DOORSIDE I ATEKS WITH NOUNTY O MOUNTIGNS E TO BERNON TO ESTABLISH THE PROPER SHALL CITY INSPECTOR v COORDINATE WITH THE B TO THE OF MOUNT NERNON TO ESTABLISH THE PROPER SETBACK 11. ADEQUATE TRENCH SHEETING ANDICR SHORING SHALL BE PROVIDED BY THE FROM THE FACE OF CURB TO THE CENTERLINE OF THE SIGN POST AND THE TYPE OF SLEEVE OR CONTRACTOR AS REQUIRED By OSHA AND WISHA. 5OF5 -' CITY OF ARLINGTON 1 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS:360-403-3417-Permit Center: (360)403-3551 GRADING/PAVING PERMIT Address:404 N OLYMPIC AVE Permit#:2749 Project Name: Arlington Innovation Center Site Improvements Parcel#: 00529900800902 Loc/Project#: Expires:6/8/2023 OWNER APPLICANT CONTRACTOR CITY OF ARLINGTON Carletti Architects TRICO Companies,LLC 238 N OLYMPIC AVENUE 116 E Fir Street,Suite A 15066 Josh Wilson Rd ARLINGTON,WA 98223 Mount Vernon,WA 98273 Burlington,WA 98233 3604240394 Ext101 3607572373 Lic#:TRICOCL886Q8 Exp. 11/28/2022 JOB DESCRIPTION Site regrading,paving and concrete work 85 yards cut-90 yards fill CONDITIONS 1.Provide a detail for the concrete stairs on the south side of the building.2.Provide landscaping plan identifying plants,planting detail,root barrier,etc.3.Provide pavement markings It is the responsibility of the Owner,Developer and Contractor to adhere to the approved plans,verify compliance with the City of Arlington Municipal Code,Public Works Design and Construction Standards,International Code Council(ICC),applicable local,state and federal requirements or any order,proclamation,guidance or decision of the Governor.In addition,construction sites shall adhere to current COVID-19 Jobsite Safety Requirements as per local,state and federal regulations. )N$PECTIONS •INSPECTIONS(360-403-3417)MUST BE CALLED IN BEFORE 3:30 PM TO BE ON THE NEXT BUSINESS DAY INSPECTION SCHEDULE•Inspections are Monday-Friday with exception of Local,State or Federal Holidays.Building,Storm and Civil Inspections-8 am to 4:30 pm;Water or Sewer inspections- 8:00 am to 3:30 pm•To cancel or modify an inspection- Building, Storm or Civil call 360-403-3433;Water or Sewer call 360-403-3526•It is the responsibility of the Owner,Developer and Contractor to call and arrange for appropriate inspections.Onsite tailgate meetings are advised with each individual inspector prior to installation of their related facilities with those persons who are actually performing the work.•Failure to call for inspection may result in work being left exposed and/or removed and reconstructed•Re-inspections may be charged at$127.00 per hour, %hour minimum for failure to call for inspection. PERMIT APPROVAL Work to be performed as described and/or shown in the approved plans and/or application for the above named project is approved for construction by the City of Arlington Public Works Department. All work is subject to field inspection. L-f" �, NOVA HEATON,P.E. 12/8/2021 Development Services Manager or Designee Date of Issuance The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance, regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor I hereby certify that I have read and examined this permit,the City of Arlington Land Use Code,the most current edition of the City of Arlington Standards and Specifications know the same to be true and correct all provision or laws and ordinances governing this type of work will be compiled with,which may include but are not limited to: Other City of Arlington development permits,WSDW Hydraulic Project Approval(HPA),WSDOE Notice of Intent(NOI),National Pollution Discharge Elimination Systems(NPDES),and Corp of Forest Practices Application(FPA).I also understand that all insurance,approved submittals for all materials and contractor's license. The contractor shall hold the City of Arlington harmless from any loss or damage to any person or property in the performance of said work. SALES MAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. / - Z o-- 2 d ZZ Applicant Signature Print Name Date PERMIT FEES Date Name Description Fee Amount 12/08/2021 Processing/Technology $25.00 12/08/2021 Grading Permit $135.00 12/08/2021 Grading Plan Review $260.00 Total Due: $420.00 Total Payment: $0.00 Balance Due: $420.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection pleasc leave the Ulm%ing information: Permit Number,Type of Inspection being requested,and whether}nu prefer morning or afternoon i PERMIT FEE WAIVER REQUEST • Community&Economic Development City of Arlington• 18204 59th Ave NF.•Arlington,WA 98223 • Phone(360)403-3551 PER THE CURRENT FEE RESOLUTION Section 1. Fees and Charges—General. 1.1 Fees. Fees are intended to cover the normal, recurring costs associated with providing a given service. Fees are non-refundable. 1.2 Prices. In some instances, the City provides certain goods and merchandise for sale. Prices for these goods may be included in this resolution. 1.3 Payment Due. Fees are due at the time the action is requested (e.g., at time of application) or occurs (e.g., prior to a specific action). An applicant may pay all fees of a multi-phased project in advance; however, doing so does not vest applicable fees due. Fees due are those in effect at the time the specific action or phase of an action is requested or occurs. 1.4 Waivers. Upon petition by the applicant, the City Council may waive any of the fees, or portions thereof, for any non-profit organization or government agency. NOTE. State Surcharge Fees cannot be waived. Permit Number: PWD-2749 Total Amount: $ 420.00 Staff Requesting Fee Waiver:� C Z Staff Department: i 4_111,1 Staff Email: ��/L/J�� j,�p l {�� Staff Phone#:3�01 03 -4-lq Reason for Waiver: Council Workshop Date: I A b12471z Council Approval Date: � �Y Signatory Authority: Print Name: i CED STAFF USE ONLY FEE BREAKDOWN Plan Review Fee(s) $ 260.00 Permit Fee(s) $ 135.00 Processing Technology Fee $ 25.00 State Surcharge Fee $ Other: $ Other: $ ACCEPTED BY DATE STAMP RGV5.2021 Page 1 of 1 i PERMIT FEE WAIVER REQUEST • Community&Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 • Phone(360) 403-3551 PER THE CURRENT FEE RESOLUTION Section 1. Fees and Charges—General. 1.1 Fees. Fees are intended to cover the normal, recurring costs associated with providing a given service. Fees are non-refundable. 1.2 Prices. In some instances, the City provides certain goods and merchandise for sale. Prices for these goods may be included in this resolution. 1.3 Payment Due. Fees are due at the time the action is requested (e.g., at time of application) or occurs (e.g., prior to a specific action). An applicant may pay all fees of a multi-phased project in advance; however, doing so does not vest applicable fees due. Fees due are those in effect at the time the specific action or phase of an action is requested or occurs. 1.4 Waivers. Upon petition by the applicant, the City Council may waive any of the fees, or portions thereof, for any non-profit organization or government agency. NOTE. State Surcharge Fees cannot be waived. Permit Number: PWD-2749 Total Amount: $ 420.00 Staff Requesting Fee Waiver: Staff Department: Staff Email: Staff Phone #: Reason for Waiver: Council Workshop Date: Council Approval Date: Signatory Authority: Print Name: CED STAFF USE ONLY FEE BREAKDOWN Plan Review Fee(s) $ 260.00 Permit Fee(s) $ 135.00 Processing Technology Fee $ 25.00 State Surcharge Fee $ Other: $ Other: $ ACCEPTED BY DATE STAMP REV5.2021 Page 1 of 1 i Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT 2/3/2022 Arlington Innovation Center Brian Grieve WORK PERFORMED Was work performed today? ❑X -Yes ❑ - No TYPE OF WORK PERFORMED Mis R APPROVED JW =NW-11111,6@ - . Parking Lot Base Yes Yes Crews are placing and compacting the base layer for the parking lot on the east side of the parking lot. See inspector comments. - n a. j ei _ i�,, . TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ❑ -Yes ❑X - No Is the contractor maintaining the traffic control devices? ❑ -Yes ❑ - No ❑X - N/A CLOSURE . • • N/A TEMPORARY EROSION &SEDIMENT CNTROL Are the contractor's erosion control measures in place? ❑X -Yes ❑ - No Is the contractor maintaining erosion control BMPs? ❑X -Yes ❑ - No ❑ - N/A EROSION CONTROL • N/A INSPECTOR COMMENTS The crews discovered 4 pipes when excavating the parking lot area. They suspect that they may be vent tubes for an existing fuel tank. {tx ��-q� tt y �y� Y x vh F f i Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT 2/2/2022 Arlington Innovation Center Brian Grieve WORK PERFORMED Was work performed today? ❑X -Yes ❑ - No TYPE OF WORK PERFORMED Mis R APPROVED JW =NW-11111,6@ - . Demolition Yes Yes Crews are demolishing the existing parking lot and curb along 4tn 04. T_ - . Noma — � � 1. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ❑ -Yes 0 - No Is the contractor maintaining the traffic control devices? ❑ -Yes ❑ - No 0 - N/A CLOSURE . • • N/A TEMPORARY EROSION &SEDIMENT CNTROL Are the contractor's erosion control measures in place? 0 -Yes ❑ - No Is the contractor maintaining erosion control BMPs? 0 -Yes ❑ - No ❑ - N/A EROSION CONTROL • N/A INSPECTOR COMMENTS None i Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORTDATE PROJECT • BY IL 2/10/2022 Arlington Innovation Center Brian Grieve WORK PERFORMED Was work performed today? 0 -Yes ❑ - No MATERIALS?TYPE OF WORK PERFORMED APPROVED APPROVED JJW Drainage Yes Yes Crews are tightlining the east side roof drains to the parking lot drainage. ��`?,� 1 f."��.�}*' M�e � �•f./�. - sty.`- �.' b.. _ -_'� � ice/ �_j..i•'Y. ,��[e2 Cat �� •'•f'�6!ML` ♦ as �. �A'� � �_v � y¢ r0 TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ❑ -Yes 0 - No Is the contractor maintaining the traffic control devices? ❑ -Yes ❑ - No 0 - N/A CLOSURE TYPE APPROVED • N/A TEMPORARY EROSION &SEDIMENT CNTROL Are the contractor's erosion control measures in place? 0 -Yes ❑ - No Is the contractor maintaining erosion control BMPs? 0 -Yes ❑ - No ❑ - N/A EROSION CONTROL • N/A INSPECTOR COMMENTS None Page 2 i Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT 2/11/2022 Arlington Innovation Center Brian Grieve WORK PERFORMED Was work performed today? ❑X -Yes ❑ - No MATERIALS?TYPE OF WORK PERFORMED APPROVED APPROVED JJW Concrete Yes Yes Crews are placing concrete on the east side of the building. I 17, Cl- flew o - a. ri•' `` � M\L 4 ` �+ aa:Ck.�iL����s ?i` 33 1S-. ici .... 11i :•ak'tLEn�:a,�.eAr r�i T �s r / f 1 _ TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ❑X -Yes ❑ - No Is the contractor maintaining the traffic control devices? 0 -Yes ❑ - No ❑ - N/A CLOSURE TYPE AR• • Shoulder Closure Yes Crews had the shoulder taken for concrete trucks. TEMPORARY EROSION &SEDIMENT CNTROL Are the contractor's erosion control measures in place? 0 -Yes ❑ - No Is the contractor maintaining erosion control BMPs? 0 -Yes ❑ - No ❑ - N/A EROSION • - • • N/A INSPECTOR COMMENTS None Page 2 i Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORTDATE PROJECT • BY IL 2/15/2022 Arlington Innovation Center Brian Grieve WORK PERFORMED Was work performed today? ❑X -Yes ❑ - No MATERIALS?TYPE OF WORK PERFORMED APPROVED APPROVED JJW Concrete Yes Yes Crews are prepping for sidewalk and driveway concrete. - 1 Y yy h ! f fi rt .ate a , MA Wn TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ❑X -Yes ❑ - No Is the contractor maintaining the traffic control devices? ❑x -Yes ❑ - No ❑ - N/A CLOSURE . • • Shoulder Closure Yes Crews had the shoulder taken for concrete trucks. TEMPORARY EROSION &SEDIMENT CNTROL Are the contractor's erosion control measures in place? ❑X -Yes ❑ - No Is the contractor maintaining erosion control BMPs? 0 -Yes ❑ - No ❑ - N/A EROSION • - • • N/A INSPECTOR COMMENTS Page 2 None Page 3 i Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORTDATE PROJECT • BY IL 2/14/2022 Arlington Innovation Center Brian Grieve WORK PERFORMED Was work performed today? ❑X -Yes ❑ - No TYPE OF WORK PERFORMED Mis R APPROVED JW =NW-11111,6@ - . Demolition Yes Yes Crews are removing the sidewalk in preparation of sidewalk/driveway construction. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ❑x -Yes ❑ - No Is the contractor maintaining the traffic control devices? 0 -Yes ❑ - No ❑ - N/A CLOSUREAPPROVED • Shoulder Closure Yes None TEMPORARY EROSION &SEDIMENT CNTROL Are the contractor's erosion control measures in place? 0 -Yes ❑ - No Is the contractor maintaining erosion control BMPs? 0 -Yes ❑ - No ❑ - N/A EROSION CONTROL • N/A INSPECTOR COMMENTS None Page 2 i Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORTDATE PROJECT • BY IL 2/16/2022 Arlington Innovation Center Brian Grieve WORK PERFORMED Was work performed today? ❑X -Yes ❑ - No MATERIALS?TYPE OF WORK PERFORMED APPROVED APPROVED JJW Concrete Yes Yes Crews continue prepping for sidewalk and driveway concrete. e p e r v v a a- r � s - = i MUERERG� lit a flit U S TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ❑x -Yes ❑ - No Is the contractor maintaining the traffic control devices? ❑x -Yes ❑ - No ❑ - N/A CLOSURE TYPE APPROVED • Shoulder Closure Yes Crews had the shoulder taken for concrete trucks. TEMPORARY EROSION &SEDIMENT CNTROL Are the contractor's erosion control measures in place? ❑X -Yes ❑ - No Is the contractor maintaining erosion control BMPs? 0 -Yes ❑ - No ❑ - N/A EROSION CONTROL • N/A Page 2 INSPECTOR COMMENTS None Page 3 i Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORTDATE PROJECT • BY IL 2/17/2022 Arlington Innovation Center Brian Grieve WORK PERFORMED Was work performed today? ❑X -Yes ❑ - No MATERIALS?TYPE OF WORK PERFORMED APPROVED APPROVED JJW Concrete Yes Yes Place concrete for the sidewalk and driveway sections. a - Tor s � _ Y; TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ❑ -Yes ❑X - No Is the contractor maintaining the traffic control devices? ❑ -Yes ❑ - No 0 - N/A CLOSUREAPPROVED • N/A TEMPORARY EROSION &SEDIMENT CNTROL Are the contractor's erosion control measures in place? 0 -Yes ❑ - No Is the contractor maintaining erosion control BMPs? 0 -Yes ❑ - No ❑ - N/A EROSION CONTROL • N/A INSPECTOR COMMENTS None Page 2 i Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORTDATE PROJECT • BY IL 2/18/2022 Arlington Innovation Center Brian Grieve WORK PERFORMED Was work performed today? ❑X -Yes ❑ - No MATERIALS?TYPE OF WORK PERFORMED APPROVED APPROVED JJW Grading Yes Yes Crews are fine grading the parking lot and driving areas on the west and north sides of the building. - p Ang - - no I z a b- _I- TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ❑ -Yes 0 - No Is the contractor maintaining the traffic control devices? ❑ -Yes ❑ - No 0 - N/A CLOSURE . • • N/A TEMPORARY EROSION &SEDIMENT CNTROL Are the contractor's erosion control measures in place? 0 -Yes ❑ - No Is the contractor maintaining erosion control BMPs? 0 -Yes ❑ - No ❑ - N/A EROSION CONTROL • N/A INSPECTOR COMMENTS Page 2 None Page 3 i Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT 3/7/2022 Arlington Innovation Center Brian Grieve WORK PERFORMED Was work performed today? ❑X -Yes ❑ - No MATERIALS?TYPE OF WORK PERFORMED APPROVED APPROVED JJW Concrete Sidewalk Yes Yes Crews are installing sidewalk along 3rd. 7 1 TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ❑ -Yes 0 - No Is the contractor maintaining the traffic control devices? ❑ -Yes ❑ - No 0 - N/A CLOSURE . • • N/A TEMPORARY EROSION &SEDIMENT CNTROL Are the contractor's erosion control measures in place? 0 -Yes ❑ - No Is the contractor maintaining erosion control BMPs? 0 -Yes ❑ - No ❑ - N/A EROSION CONTROL • N/A INSPECTOR COMMENTS None i Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORTDATE PROJECT • BY 3/16/2022 Arlington Innovation Center Brian Grieve WORK PERFORMED Was work performed today? ❑X -Yes ❑ - No MATERIALS?TYPE OF WORK PERFORMED APPROVED APPROVED JJW Concrete Sidewalk Yes Yes Crews have paved the west side of the building. , t \;\\ - -- _= - - o _ - - 1 9L- I TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ❑ -Yes 0 - No Is the contractor maintaining the traffic control devices? ❑ -Yes ❑ - No 0 - N/A CLOSURE . • • N/A TEMPORARY EROSION &SEDIMENT CNTROL Are the contractor's erosion control measures in place? 0 -Yes ❑ - No Is the contractor maintaining erosion control BMPs? 0 -Yes ❑ - No ❑ - N/A EROSION CONTROL • N/A INSPECTOR COMMENTS None AF ' 0 SUBMITTAL TRANSMITTAL 01 , TR Date: 12/14/2021 15066 Josh Wilson Road, Attention: City of Arlington PO Box 409 Burlington, WA 98233 Phone 360.757.2373 Fax 360.757.3963 Company: RE: CESCL City of Arlington Requested Response By: 12/20/2021 Address: 238 N Olympic Ave. Arlington, WA 98223 Phone: (360) 403-3448 We are sending you the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑x Attached ❑ Under separate cover via Pages I DATE I DESCRIPTION 01 1 12/04/20211 Certified Erosion and Sediment Control Lead - AGC Issued Card THESE ARE TRANSMITTED as checked below: ❑x For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for approval ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ Approved as submitted ❑ Resubmit copies for approval ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: Please feel free to contact me with any questions. SIGNED: Please notify us at once if enclosures are not as noted above NIAGC Education Foundation Reilly Desmul Successfully Completed: Construction Stormwater Best Management Practices Field Training and is hereby a Certified Erosion & Sediment Control Lead Certification Date: 7/25/2018 Expiration Date: 7/25/2021 ID # EF81831 IS www.constructionfoundation.org City of • 1 JanIVII Community & Economic Development 12/7/2021 City of Arlington Atten: Sarah Lopez 238 N Olympic RE: Pre-Construction Requirements Project Name: Arlington Innovation Center Phase II Project Address: 404 N OLYMPIC AVE ARLINGTON,WA 98223 Project No.: PWD-2749 Dear Sarah Lopez, In order for work to commence at the Arlington Innovation Center Phase II project site,the following items need to be submitted to the City of Arlington. 1. Contractor Information: a. 24 hour emergency contact information b. Contractor Proof of Insurance with the City of Arlington named as Additional Insured 2. Project CESCL or Site Lead that is able to perform inspections 3. Material submittals for all proposed stormwater infrastructure shall be approved.Allow one (1)weeks'time for review of material submittals. Once the items above have been received and approved,a pre-construction meeting will be scheduled. Should you have any questions or require additional information,please contact me at 360.403.3551 or alawlisParlingtonwa.gov Sincerely, Ameresia Lawlis Permit Technician Community&Economic Development �cc TheLab@Arlington NAME CONTACT INFO l,J`.cr GvAIR-C 9ev R-1 Q vV% 3360411-u-L � N�IYac.i �PLo a S PlillA v t '\I lw die l b .6v$1 d n-, .fie F k�tvs oty o �-re ft>,-- v PRE-CONSTRUCTION MEETING AGENDA Community and Economic Development City of Arlington • 18204 591h Avenue NE• Arlington,WA 98223 • Phone(360)403 3551 Project Name: Arlington Innovation Center Phase II Project No. PWD-2749 Date: 1/20/2022 Contractor: TRICO Companies,LLC Superintendent: Tom Stephenson Ph.No.: 3607S72373 The purpose of this meeting is to provide the most common inspections and noteworthy information.This meeting is not intended to be all-encompassing. It is the responsibility of the Owner,Developer and Contractor to adhere to the approved plans,verify compliance with the City of Arlington Municipal Code,Public Works Design and Construction Standards,International Code Council(ICC), applicable local,state and federal requirements or any order,proclamation,guidance or decision of the Governor. In addition,construction sites shall adhere to current CO VID-19 Jobsite Safety Requirements as per local,state and federal regulations. INSPECTIONS • INSPECTIONS(360-403-3417) MUST BE CALLED IN BEFORE 3:30 PM TO BE ON THE NEXT BUSINESS DAY INSPECTION SCHEDULE • Inspections are Monday-Friday with exception of Local,State or Federal Holidays. Building,Storm and Civil Inspections-8 am to 4:30 pm;Water or Sewer inspections-8:00 am to 3:30 pm • To cancel or modify an inspection-Building,Storm or Civil call 360-403-3433;Water or Sewer call 360-403-3526 • It is the responsibility of the Owner,Developer and Contractor to call and arrange for appropriate inspections.Onsite tailgate meetings are advised with each individual inspector prior to installation of their related facilities with those persons who are actually performing the work. • Failure to call for inspection may result in work being left exposed and/or removed and reconstructed • Re-inspections may be charged at$127.00 per hour,117 hour minimum for failure to call for inspection. Submittal Documents Q Contractor contacts and 24 hr.emergency numbers: Q Copies of other agency permits or proof that the Tom Stephenson:360-757-2373 b o��d „V)j application is in progress: , Q Proof of insurance listing the City of Arlington as additional Q One week prior to the pre-construction insured: 6045885441 exn.02 01 2022 meeting.Submittals for all materials and Q Performance Bond must be on file:N/A subcontractor approvals: DISCUSS AT PRE-CON AS NECESSARY Q Contractor's License:TRICOCL886Q8-Exp: 11 /28/2022 Q City of Arlington Business License:#Active Q Testing Company Name and Contact Information: Q CESCL Name: Riley Desmul N/A CESCL#: R1 Drafts of easements and dedications must be in for review:N/A Need separate legal and exhibit map for City Council Approval-REQUIRED WITH AS-BUILT SUBMITTAL Q Contact State Historical Preservation Officer and Stillaguamish Tribe if required per Land Use Permit Dept.of Archaeology Historic Preservation Stillaguamish Tribe of Indians-THPOC@stillaguamish.com 360-586-3065 Kerry Lyste Ph.: 360-572-3072;klyste(&stillaguamish..com Sam Barr Ph.:360-622-7055; sbarrOstillaguamish.com Q City of Arlington Design and Construction Standards and Specifications. (Available online) Q Construction Work Hours-Monday-Saturday 7 am to 7pm.No Sundays City recognized or Federal Holidays UPCOMING HOLIDAYS-SEE FULL LIST OF 2021 FEDERAL HOLIDAYS 0 Binders and approved plans shall be kept onsite 0 As-built plans will be required-submit contractor redlined plans with as-built submittal M ISCi.LLANEOUS: 1. Bulk Hydrant Use- 360-403-3526 2. Call for Locates 3. Planting schedule and methods 4. Onsite inspection prior to and during planting 5. Inspect final grade for lawn installation (Hydro-seed/sod) 6. Verify root barrier installation 7. Planting methods&before planting mulch installation 8. Staking&top mulch installation GENERAL CIVIL AND STORM DRAINAGE REQUIREMENTS: 9. Keep road clean and overall site. 10. Dust control required. 11. Maintain construction entrance-use railroad ballast-no spawls. 12. Silt fence as needed-contact for tailgate discussion. 13. All grouting shall be inspected inside and out. 14. Sand collars required unless otherwise specified. 15. All risers to be wet set and mudded inside and out. 16. All infiltration areas to be inspected before cover. 17. Provide protection for all infiltrating materials/amended soils, railroad ballast, drain rock 18. ECO Pans required for concrete clean up or approved wash down area with water tight containment. 19. CDF is required in right of way per R-140,up to the bottom of asphalt; no compaction required.Only for trenching within the roadway prism. 20. A Traffic Control Plan shall be submitted and approved prior to any work within the public Right of Way. 21. Landscaping-root barriers are required per Standard Detail R-270. 22. CALL INSPECTION LINES AND NOT INDIVIDUAL CELL PHONES!! 23. Right of Way site plan and TCP is required for any right of way work.WSDOT TCP is acceptable or TCP per MUTCD. GENERAL UTILITY REQUIREMENTS: 24. Do not cover without inspection. 25. Maintain survey staking. 26. All pipe in ground shall be inspected before cover. 27. Take pictures. 28. Call if you have any questions. 29. No pipe received on site without the ends covered; covers will remain in place until installation. 30. Signed set of approved construction drawings will be on site. 31. General site maintenance- No garbage in the ditch; no fittings/pipe in the mud; fitting assembly in a clean area. 32. Maintain horizontal and vertical clearance with other utilities. 33. Maximum amount of open trench shall not exceed 100 feet. 34. Dropped and/or damaged pipe will be removed from the site and replaced. 35. High ground water a potential and dewatering plan may be required. De-watering pumps will need to be available and in good working condition if needed. 36. A Red Line copy of the construction drawings will be submitted to the COA at the project completion with the as-built plans. Page 2 of 4 REV6.2021 37. Tracer Tape is required over side sewer pipes,stubs and any undetectable pipe at 24 to 48 inches below finished grade extending the full length. BUILDING REQUIREMENTS 38. Special Inspections 39. Wall/rockeries separate building permit 40. Field Revisions to Issued Permit-Level 1: Minor changes that Inspectors may add to the approved building permit file.The inspector may also determine that a level 2 requirement is necessary based on the extent and complexity of the changes proposed. "Minor Changes"would include small scale changes,such as: • Updates to floor plan with no increases in footprint,change of uses,or heights. • Minor structural changes from the engineer and/or designer of record; such as: o basic beam changes, o changes of covered porches,patios, 0 over framed areas from trusses to stick framed roofs w/50 psf.or less roof snow loads without roof pitch changes, o window changes without egress change, o minor footing/foundation adjustments). • All changes/modifications should be noted/documented on the permit file and as necessary within the permitting system. 41. Revisions to Issued Permit-Level 2 New applications may be required for minor revisions where staff review is necessary for proposed revisions. Only 1 revision is allowed to any issued building permit. • Types of potential changes may include but are not limited to: o Reallocation of floor area use if it would include and/or cause an increase in bedroom count(s). o Site plan changes in orientation or location on a site without any structural changes. o Roof pitch changes. o Structural changes and alterations that would then require some type of building plan review. o Slight increases and/or adjustments to previously permitted details and/or features which would increase the area and/or footprint square footage,including,but not limited to: ■ decks, ■ covered porches/decks, ■ existing rooms)/habitable space, • garage • Increases shall not exceed 10%of the existing detail/floor area up to a maximum total of 250 sq.ft. • Increases and/or adjustments shall not create a nonconforming structure (e.g.setbacks, floodplain,critical area,shoreline,ADU limitations,or would create other type of nonconforming use). 42. Revisions to Issued Permit-Level 3 Requirements for new Permit application and full review of Substantial Changes: Changes in the scope and scale of the structure and/or structural design that would necessitate a new permit. • "Substantial Changes"would include changes,such as: Page 3 of 4 REV6.2021 o Changing from wood to reinforced concrete or other change in the type of construction. o Changes in occupancy that require extensive changes to the construction and life safety design of the structure. o Altered projects resulting in a totally new configuration/layout. o A completely new design,new elements,and/or features not part of the original prior approved building permit. GENERAL REQUIREMENTS: 43. Permit numbers shall be added to all required reports and emailed to the following: • Nova Heaton-nheaton(@arlingtonwa.gov 360-403-3437 • Kevin Olander-kolander0arlingtonwa.gov 360-403-3433 • Brian Grieve-bgrieve(a)arlingtonwa.gov 360-403-3438/360-913-1396 (cell) • Permit Center-cedC@arlingtonwa.gov 360-403-3551 44. Utility General Contact Information: 360-403-3526 • Water Department Contact: o Gus Tararan-gtararan@arlingotnwa.gov 425-754-7438 o Inspections-360-403-3526 • Wastewater Department Contact: o Joe Wilson- iwilson@arling�otnwa.gov 425-754-7442 o Inspections-360-403-3508 45. Plan Revisions shall be submitted via hard copy to CED Department for review. • Two (2) copies of revised plans shall be required along with an electronic copy 46. Meeting Attendees: Page 4 of 4 REV6.2021 -- CITY OF ARLINGTON H 18204 59th Avenue NE Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 RIGHT OF WAY PERMIT Address:404 N OLYMPIC AVE Permit#:2749 Project Name:Arlington Innovation Center Site Improvements Parcel#: 00529900800902 LOC/Project#: Expires:4/30/2022 OWNER APPLICANT CONTRACTOR CITY OF ARLINGTON Carletti Architects TRICO Companies,LLC 238 N OLYMPIC AVENUE 116 E Fir Street, Suite A 15066 Josh Wilson Rd ARLINGTON,WA 98223 Mount Vernon,WA 98273 Burlington,WA 98233 3604240394 Ext101 3607572373 LIC#: EXP: 11/28/2022 TRICOCL886Q8 JOB DESCRIPTION Site regrading,paving and concrete work 85 yards cut-90 yards fill CONDITIONS Traffic Control must comply with the current version of MUTCD.Work Hours are 7 am to 7 pm Monday-Saturday(no work on Sundays or City Recognized Holidays). Inspections are not available on Saturday or Sunday.Non-motorized traffic control must be provided if any part of the work impacts existing non-motorized facilities.Non-motorized traffic control measures shall provide a level of accessibility that are,at minimum,equal to the existing conditions of the site. Two days before starting work,the applicant must have all utilities located.One Call,is a public utility locating service(#811 or 1- 800-424-5555). Privately installed facilities must also be located using a private utility locating service. Private property owners which may be affected by the proposed work must be notified in advance of potential disruptions in access or utility services. Restoration of any infrastructure affected by the installation shall be per City of Arlington Standards& Specifications within a period not to exceed 7 days from completion of the installation.Trench Restoration shall be per Standard Detail R-140; Contact the City Engineer for Roadway Restoration requirements,360-403-3512. INSPECTIONS The applicant is required to notify the City for inspections.Failure to give notice will result in violation of AMC Chapter 12.40.240 and may result in additional inspection fees.To request an inspection call 360-403-3417 by 3:30 for next day inspection.Applicant must comply with all applicable City of Arlington, state and federal laws,ordinances,code and regulation in performing the work authorized by this permit. PERMIT APPROVAL Work to be performed as described and/or shown in the approved plans and/or application for the above named project is approved for construction by the City of Arlington Public Works Department. All work is subject to field inspection. t_l" VZ6'1_�� NOVA HEATON,P.E. 01/31/2022 DevelopmeiTt Services Manager or Designee Date of Issuance The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City, of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance, regulation or order, state or federal law,or any order,proclamation,guidance or decision of the Governor. The above named contractor/property owner is hereby authorized to perform the above work within City Right-Of-Way in accordance with the terms of this permit and as shown on the attached drawing and subject to all applicable State,county and/or municipal laws and/or codes. All work shall be in accordance with the"standard Specifications for Road,Bridge and Municipal Construction," exept where modified by City of Arlington Public Works Standards or conditions herein. The contractor shall hold the City of Arlington harmless from any loss or damage to any person or property in the performance of said work. 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 coded City of Arlington#3101. Reilly Desmul 01/31/2022 1)�XJ Appli nt Signature Print Name Date PERMIT FEES Date Name Description Fee Amount 01/31/2022 Processing/Technology $25.00 01/31/2022 Grading Permit $135.00 01/31/2022 Grading Plan Review $260.00 01/31/2022 Processing/Technology ($25.00) 0 1/3 1/2022 Grading Permit ($135.00) 01/31/2022 Grading Plan Review ($260.00) Total Due: $0.00 Total Payment: $0.00 Balance Due: $0.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection 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 0 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 RIGHT OF WAY PERMIT Address: 6605 204TH ST NE Permit#: 2428 Project Name: Fullwiler Mixed Use Parcel#: 31051000403500 LOC/Project#: 6605 204th St NE Expires: 04/30/2022 OWNER APPLICANT CONTRACTOR 6605 204TH ST NE LLC TerraVista NW Fullwiler Construction 526 N WEST AVE UNIT 147 3204 Smokey Point Dr. Ste 207 526 N. West Ave#147 ARLINGTON,WA 98223 Arlington,WA 98223 Arlington,WA 98223 360-691-9272 360-631-5922 LIC#: EXP: 07/22/2022 FULLWCI903M2 JOB DESCRIPTION Mixed Use Development CONDITIONS Traffic Control must comply with the current version of MUTCD.Work Hours are 7 am to 7 pm Monday- Saturday(no work on Sundays or City Recognized Holidays). Inspections are not available on Saturday or Sunday.Non-motorized traffic control must be provided if any part of the work impacts existing non-motorized facilities.Non-motorized traffic control measures shall provide a level of accessibility that are,at minimum,equal to the existing conditions of the site. Two days before starting work,the applicant must have all utilities located.One Call,is a public utility locating service(#811 or 1- 800-424-5555).Privately installed facilities must also be located using a private utility locating service. Private property owners which may be affected by the proposed work must be notified in advance of potential disruptions in access or utility services. Restoration of any infrastructure affected by the installation shall be per City of Arlington Standards&Specifications within a period not to exceed 7 days from completion of the installation.Trench Restoration shall be per Standard Detail R-140;Contact the City Engineer for Roadway Restoration requirements,360-403-3512. One lane closure with flaggers. INSPECTIONS The applicant is required to notify the City for inspections.Failure to give notice will result in violation of AMC Chapter 12.40.240 and may result in additional inspection fees.To request an inspection call 360-403-3417 by 3:30 for next day inspection. Applicant must comply with all applicable City of Arlington,state and federal laws,ordinances,code and regulation in performing the work authorized by this permit. PERMIT APPROVAL Work to be performed as described and/or shown in the approved plans and/or application for the above named project is approved for construction by the City of Arlington Public Works Department. All work is subject to field inspection. NOVA HEATON,P.E. 01/31/2022 Development Services Manager or Designee Date of Issuance The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect, inaccurate or incomplete information,or in violation of any City ordinance, regulation or order, state or federal law,or any order,proclamation,guidance or decision of the Governor. The above named contractor/property owner is hereby authorized to perform the above work within City Right-Of-Way in accordance with the terms of this permit and as shown on the attached drawing and subject to all applicable State,county and/or municipal laws and/or codes. All work shall be in accordance with the"standard Specifications for Road,Bridge and Municipal Construction," exept where modified by City of Arlington Public Works Standards or conditions herein. The contractor shall hold the City of Arlington harmless from any loss or damage to any person or property in the performance of said work. 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 coded City of Arlington#3101. Applicant Signature Print Name Date PERMIT FEES Date Name Description Fee Amount 02/01/2022 Processing/Technology $25.00 02/01/2022 Civil Permit $5,623.01 Total Due: $5,648.01 Total Payment: $5,648.01 Balance Due: $0.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon CONSTRUCTION PERMIT APPLICATION Comintmity&Economic Development City of Arlington • 18204 59",Avenue NE • Arlington,WA 98223 • Phone (360)403-3551 CIVIL(TYPE I) GRADING/PAVING/DRAINAGE(TYPE II) RIGHT OF WAY(TYPE III) ✓O TYPE I&II ONLY NEW DEVELOPMENT REDEVELOPMENT Project Name: Arlington Innovation PH II Snohomish County Tax Parcel I.D. #: 00529900800902 Project Address/Location: 404 N Olympic Avenue, Arlington, WA 98223 xisting riveway entrance on E 4tht. East to be removed and replaced with concrete Description of Project:sidewalk. New concrete driveway and sidewalk to be constructed along E 4th St. for 404 N Olympic Avenue, Arlington, WA 98223. OWNER Name: City of Arlington Address: 238 N Olympic Avenue City:Arlington State: WA Zip-98223 Phone: (360) 403-3421 Email:SLOPEZ@ARLINGTONWA.GOV APPLICANT Name: TRICO Companies, LLC Address: 15066 Josh Wilson Road City: Burlington State:WA Zi 98233 Phone: (360) 855-8674 Email: reillydesmul@tricocompanies.com ENGINEER Name: Sound Development Group, LLC Address: 1111 Cleveland Avenue, Suite #202 City: Mount Vernon State:WA Zip- 98273 Phone: (360) 404-2010 Email: pat@sdg-Ilc.com License #: 32226 Expiration: 08/13/2022 CONTRACTOR Name: TRICO Companies, LLC Address: 15066 Josh Wilson Road Ci : Burlington State:WA Zip: 98233 Phone: (360) 855-8674 Entail:reillydesmul@tricocompanies.com License #:TRICOCL886Q8 Expiration:11/28/2022 1, hereby certify that 1 have read and examined this application,City of Arlington Municipal Code, Standard Plan & Specifications. Performance of the proposed work shall follow all applicable laws and regulations.The owner/applicant shall assume full and complete responsibility for said work and shall be responsible for the acquisition and compliance of all applicable permits and/or authorizations which may include, but not limited to,Right of Way Permit,WSD (HP ) WSDOE Notice of Intent(NOI),National Pollutant Discharge Elimination System(NPDES),Anuy Corp.of Engineers Pe it ; i # A"djngered Species Act,and the Forest Practices Application(FPA). Signature e464oe 4a4asd,,essaa466=3ee Print Name: Reilly Desmul Date: 01/11/2022 Pagel of 2 REV11/2021 Complete package constitutes all items. Only complete submittals will be accepted. Civil-Submittal Requirements,Type I: Electronic files shall be PDF on USB flash-drive,email,or drop-box ❑ Complete Application ❑ Construction Plans including cut/fill quantities ■ 2 fill size plan sets 2 2"x 34" ■ PDF file of the complete plan set ■ 2 fill size set of landscape plans 2 2"x 34' ❑ Marysville Utility plans,if applicable(2 sets) ❑ Drainage Analysis including calculations and downstream analysis (2 sets) and(PDF file);refer to Stormwater Drainage Requirements ❑ Geotechnical Report(2 sets)and(PDF file) ❑ SEPA is required if 500 or more cubic yards of cut/fill is proposed(not required if included with a Land Use Permit);if there is not a Land Use Permit associated with the project,Public Notice Materials will be required ❑ Grading cut/fill quantity: N/A ❑ Design Vehicle-demonstrate turning radius include 45'Fire truck,dual axle, 256-inch wheelbase ❑ Drafts of easenrent(s) dedication(s),and/or CAPE(s)for review ❑ Flood Hazard Permit Application and required documentation if project is within 100-year flood plain; refer to Flood Hazard guidance documents ❑ Constniction Calculation Worksheet ❑ NPDES Permit(if required);See Storm Water Drainage Report,New or Redevelopment Flowcharts ❑ Assurance Device will be required prior to Permit Issuance (Bond or Assignment of Funds) ❑ Permit Fee due at time of permit submittal Grading)Paving I Drainage Submittal Requirements,Type II:Electronic filesshall be PDF on USB flash-drive,email,or drop-box ❑ Complete Application ❑ Construction Plans including import/export quantities ■ 2 fill size plan sets 2 2"x 34" ■ PDF file of the complete plan set ❑ Drainage Analysis including calculations and downstream analysis (2 sets) and(PDF file);refer to Stormwater Drainage Requirements ❑ Geotechnical Report(2 sets)and(PDF file) ❑ SEPA is required if 500 or more cubic yards of cut/fill is proposed(not required if included with a Land Use Permit) ❑ SEPA Public Notice Material Requirements: ■ Snohomish County Assessor's Quarter Section Map: ❑ Show Subject Property ❑ Show 500 ft.Boundary ■ Current Owner List(of properties within 500ft.radius) including the following: ❑ Tax Parcel ID Number(s) ❑ Owner(s) Full Nanre(s) ❑ Owner(s)Mailing Addresses) ❑ Current Resident&Property Address(if properly owner doesn't reside at the property) ■ Mailing Material:Provide ❑ white, #10 envelopes with the following affixed to the envelopes: ❑ Postage ❑ Mailing Labels ❑ Return Address labels: 18204 59th Ave NE,Arlington WA 98223 ❑ Grading cut/fill quantity: N/A ❑ Constniction Calculation Worksheet ❑ NPDES Permit(if required);See Storm Water Drainage Report,New or Redevelopment Flowcharts ❑ Permit fee due at time of permit submittal Right of Way Submittal Requirements,Type III: Electronic files shall be PDF on USB flash-drive,email,or drop-box l� Complete Application. Constniction Plans. Q Traffic Control Plan. 0 Road Closure Request. LQ Temporary Erosion&Sediment Control(TESC) Plan. la Certificate of Insurance with the City of Arlington named as Additional Insured. Assurance Device will be required prior to Permit Issuance (Bond or Assignment of Funds). m Engineers Estimated Cost of Construction;$ 15,000.00 Permit fee due at time of permit issuance. Page 2 of 2 PROJECT TEAM ABBREVIATIONS GENERAL NOTES PROJECT DATA DRAWING INDEX OWNER 1. IN GENERAL.PLAN DIMENSIONS SHOWN ARE TO FACE OF STUD OR A-0.0 COVER SHEET ABV ABOVE ISE NOTE .DO NOT SCALP THEE CITY OF ARLINGTON AFF ABOVE FINISH FLOOR JNT JOINT DRAWINGS.USEFACE Or: CALCULATED DIMENSUNLESS IONS ONLY• VERIFY ALL DIMENSIONS PROPERTY INFORMATION CIVIL 238 NORTH OLYMPIC AVENUE AC TILE ACOUSTICAL TILE LVL LEVEL DATUM.AND LEVELS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT PROPERTY ADDRESS 404 N OLYMPIC AVE C-1.0 COVER SHEET ARLINGTON.WA 98229 ACP ACOUSTICAL CEILING PANEL L LONG,LINE IMMEDIATELY OF ANY DISCREPANCIES. ARLINGTON,WA 98223 C-1.1 EXISTING CONDITIONS.DEMOLITION 6 TESC PLAN PHONE: 1360)403-3441 BUILDING CODE 2018 IEBC/2018 IPC C-1.2 PROPOSED GRADING d SITE PLAN ACT ACTUAL LAV LAVATORY 2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO FAX: INITIATING THE WORK. NOTIFY ARCHITECT OF ANY DISCREPANCIES. C-2.0 CITY OF ARLINGTON AND WSDOT DETAILS CARLETTI ARCHITECTS P.S. AL ALUMINUM LIN LINOLEUM ENERGY CODE 2018 WASHINGTON STATE NREC EMAIL: pellia0ci.orlington.wo.us ARCH ARCHITECTURAL LT LIGHT C-2.1 SPECIFICATIONS CONTACT: PAUL ELLIS 9. ALL WORK SHALL COMPLY WITH THE 2018 IEBC.IFC.IPC.IMC AS AMENDED BY SHINGTON FIRE SPRINKLERS NO architecture,planning,Interior design A TILE ASPHALT TILE STATE.PROJECT SHALL ALSO COMPLY WITH THE 2018 NREC AND THE VIACQ CODES. ARCHITECT AVG AVERAGE MAR MARBLE PROJECT SHALL ALSO COMPLY W/ JURISDICTIONAL CODE AMENDMENTS BY THE LOCAL FIRE ALARM NO 116 EAST FIR STREET MO MASONRY OPENING AGENCY. CONTRACTOR IS RESPONSIBLE FOR OBTAINING NECESSARY PERMITS 6 ARCHITECTURAL CARLETTI ARCHITECTS.P.S. INSPECTIONS TO COMPLETE THE WORK. CONTRACTOR TO HAVE CURRENT VALID CITY SUITE A 116 FIR STREET.SUITE A BFF BOTTOM FINISH FLOOR MFR MANUFACTURE OR COUNTY BUSINESS LICENSE PRIOR TO ISSUANCE OF PERMIT.WHEN REQUIRED BY LAW. ZONING q 1.0 PROPOSED SITE MOUNT VERNON. WA. 98273 MOUNT VERNON.WA.98279 BILKS BLOCKING MATL MATERIAL ZONING: OLD TOWN BUSINESS DISTRICT-2 A-2.0 EXISTING CONDITIONS-DEMOLITION PLAN BR BRICK MAX MAXIMUM 4. ERRORS.OMISSIONS.AND DISCREPANCIES.IF ANY.SHALL BE REFERRED PROPOSED FLOOR PLAN PHONE: (360)424-5726 CURRENT USE SERVICE AUTO REPAIR GARRAGE Phone: (3601 424-0394 BOS BOTTOM OF STRUCTURE MECH MECHANICAL TO THE ARCHITECT IMMEDIATELY FOR DIRECTION OF HOW TO PROCEED. A-2.1 EXISTING/DEMO ROOF PLAN )) FAX: vid* 424-5726 NEW USE OFFICE Fax: 360 424-5726 EMAIL:davidecarleftiarohifects.com MTL METAL S. VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THE CONTRACT BY PROPOSED ROOF PLAN CONTACT: DAVID WILSON MIN MINIMUM OTHERS PROVIDE ALL BLOCK-OUTS.BLOCKING.BACKING AND JACKS REQUIRED FOR SITE SF/ACRES: .16 ACRE SITE A-2.2 EXISTING PICTURES KEY PLAN CPT CARPET MUL MULLION DUCTS.PIPES.CONDUITS.EQUIPMENT.FIXTURES.AND CABINETS. VERIFY SIZE AND PARCEL / TAX I D EXISTING PICTURES CONTRACTOR CLG CEILING 6. LOCATION.DO NOT SIGNIFICANTLY VARY OR MODIFY THE WORK SHOWN.EXCEPT A-2.9 SCHEDULES CEM CEMENT NAT NATURAL UPON WRITTEN INSTRUCTIONS OF THE ARCHITECT. PARCEL:00529900800002 A-2.4 REFLECTED CEILING PLAN sass TO BE DETERMINED rL CENTER LINE NOM NOMINAL 7. VERIFY LOCATION OF ALL EXISTING UTILITIES INCLUDING BUT NOT LIMITED TO: TWN./ R N G./ SEC. A-3.0 BUILDING ELEVATIONS E SIERED XXX C TO C CENTER TO CENTER SEWER SEPTIC.WATER.GAS.POWER.AND TELEPHONE. CAP.MARK AND PROTECT. HITECT CT CERAMIC TILE NA NOT APPLICABLE X.WA.XXXX TWN 91 RNG 05 SEC 02 SE A-4.0 BUILDING SECTIONS PHONE: IXXXI XXX-XXX CLO CLOSET NIC NOT IN THIS CONTRACT S. DETAILS ARE INTENDED SHOW THE INTENT OF THE DESIGN.MINOR MODIFICATION A-5.0 WALL SECTION/DETAILS NTS NOT TO SCALE MAY BE REQUIRED TO SUIT THE FIELD DIMENSIONS OR CONDITIONS AND SUCH A-8.0 DETAILS PSfER FAX: (XXXI XXX-XXXX CW COLD WATER NO,} NUMBER MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK OF THE CONTRACT. LEGAL DESCRIPTIONS srntE wawix9low EMAIL.XX1XX.com COL COLUMN CONTACT: XXX XXX 0. PROVIDE CLOSURE.MEETING THE REQUIREMENTS OF ALL GOVERNING CONC CONCRETE AUTHORITIES.AT RATED PARTITIONS.FLOORS,CEILINGS,AND ROOF MC MAHONS 1ST ADD TO ARL BLK 008 D-00 S 76 FT OF LOTS STRUCTURAL OC ON CENTER 1OFT OF S 76FT LOT 11 CMU CONCRETE MASONRY UNIT OD OUTSIDE DIMENSION LOCATIONS. ALL REQUIRED FIRE-RATED PARTITIONS SHALL BE 0 6 10E 5-1.0 GENERAL NOTES CIVIL ENGINEER/SURVEYOR CONST CONSTRUCTION 0/ OVER CONTINUOUS FROM FLOOR TO UNDERSIDE OF STRUCTURE ABOVE. SETBACK S 5-1.0 ROOF FRAMING PLAN AND DETAILS SOUND DEVELOPMENT GROUP CONT CONTINUOUS OVHD OVERHEAD 10. THE CONTRACTOR SHALL CONSULT PLANS OF ALL TRADES,INCLUDING NO CHANGES TO EXISTING FOOTPRINT(OKI MECHANICAL 1111 CLEVELAND AVE.SUITE 202 COORD COORDINATE DESIGN-BUILD DOCUMENTS REQUIRED BY CONTRACT DOCUMENTS.TO VERIFY A REMODEL FOR: MOUNT VERNON,WA 98273 CDR CORRIDOR pNT PAINT SIZE.WEIGHT.POWER.LOCATION AND OTHER REQUIREMENTS AND LOCATION BUILDING HEIGHT MA COVER SHEET CITY OF ARLINGTON PHONE;(3601404-2010 CFM CUBIC FEET PER MINUTE OF THOSE ITEMS TO BE INSTALLED PRIOR TO COMMENCEMENT OF WORK. M-1.1 SCHEDULES PTO PAINTED NO CHANGES TO EXISTING(OKI M-2.0 PLUMBING BELOW GRADE PLAN INNOVATION CENTER PHASE II FAX: 1360)404-2019 11. NO BUILDING OR PORTION OF A BUILDING SHALL BE OCCUPIED OR USED PL PLASTER.PLATE M-2.1 PLUMBING FLOOR PLAN EMAIL: T:PA g-llc.com DTL DETAIL FOR STORAGE PRIOR TO THE ISSUANCE OF THE CERTIFICATE 404 NORTH OLYMPIC AVE CONTACT:PAT SEVERIN P LAM PLASTIC LAMINATE OF OCCUPANCY.NO EXCEPTIONS. PARKIN G M-9.0 HVAC FLOOR PLAN DIA DIAMETER ARLINGTON. WA DIM DIMENSION PLYWD PLYWOOD 12. SEPERATE PERMITS ARE REQUIRED FOR PLUMBING.MECH. ELEC..FIRE SPRINKLER. NO CHANGES TO EXISTING IOKI M-9.1 MECHANICAL ROOF PLAN DO DITTO PT POST-TENSIONED CONCRETE FIRE ALARM SYSTEMS 8 SIGNAGE. M-4.0 DETAILS 98223 STRUCTURAL ENGINEER PRESSURE-TREATED WOOD LANDSCAPING DR DOOR 19. ALL EXPOSED EXTERIOR SHEET METAL SHALL BE GALVANIZED.PRIMED AND PAINTED. ADDITIONAL LANDSCAPING BEING PROVIDED(OK) DAVIDO 6 ASSOCIATES ON DOWN QT QUARRY TILE 2124 RIVERSIDE DRIVE.SUITE 211 D.S. DOWNSPOUT 14. ALL WOOD IN CONTACT W/CONCRETE SHALL BE PRESSURE TREATED. MOUNT VERNON.WA 98273 DWG DRAWING RL RAIN LEADER PRESSURE TREATED WOOD SHALL BE USED FOR WOOD MEMBERS WHICH BUILDING CODE DATA/ ELECTRICAL PHONE:360-809-1100 EXT:501 OF DRINKING FOUNTAIN REF REFRIGERATOR. ETC.WHEN SUCH MEMBERSPARETEXPOSEDCTOI THE DECKS.OR OCCUPANCY CLASSIFICATIONS E-2 SITE PLAN 8 LEGEND REFERENCE E-2.1 POWER PLAN FAX:(206)525-1012 REINF REINFORCING BAR 16, SLOPE ALL DECKS.PATIOS.AND WALKWAYS AWAY FROM BUILDING EXISTING OCCUPANCY F-1-AUTO SERVICE(CHANGE OF OCCUPANCY) E-2.2 ROOF PLAN EMAIL:Jordonedcgengr.com EA EACH REV REVISION MINIMUM OF 1/87FT FOR POSITIVE DRAINAGE. NEW OCCUPANCY B-OFFICE E-3.1 LIGHTING PLAN CONTACT: JORDAN JANICKI ELEC ELECTRICAL E-6.1 POWER RISER PLAN 6 DIAGRAM SCHEDULES ELEV.EL ELEVATION R RISER,RADIUS 18. PROVIDE EXPANSION JOINTS IN ALL CONCRETE SLABS AS REQUIRED CONSTRUCTION TYPE V-B IIB1 ALLOWABLE(2)STORY 0,000 S.F. E-7.1 ELECTRICAL SPECIFICATIONS MECHANICAL ENGINEER RM.RMS ROOM.ROOMS TO PREVENT CRACKING.SAW CUT ALL SLABS AS REQ'D. EXISTING FIRST FLOOR 1.080 S.F.[OK) HARRIS GROUP EQ EQUAL EXISTING RO ROUGH OPENING 17. PROVIDE FIREBLOCKING.DRAFTSTOPS.AND FIRESTOPS IN ATTICS.FLOORS. (NO CHANGES TO EXISTING SQUARE FOOTAGE) 20201 CEDAR VALLEY RD,STE 120 (5)EXIST EXTERIOR AND WALL CAVITIES AS REQUIRED PER THE UBC. LYNNWOOD,WA 98036 SCHED SCHEDULE 18. ROOF DRAINS.AND OVERFLOW DRAINS SHALL COMPLY W/THE IPC 8 IBC. OCCUPANT LOAD/ EXIT REQUIREMENTS PHONE: (425)774-3820 SEC SECTION AND WALL CAVITIES AS REQUIRED PER THE IBC. DEFERRED SUBMITTALS FAX: (425)672-2084 PO FACE OF.FINISH OPENING SHT SHEET ROOM AREA OCC. OCC. EXITS REQ'D NONE REQUIRED EMAIL: kevin.yamadasharriegroup.com FRP FIBERGLASS REINF POLYESTER SV SHEET VINYL 10. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF NAME FACTO LOAD OFFICE CONTACT: KEVIN YAMADA FIN FINISH SC SOLID CORE SIMILAR CHARACTER TO DETAILS SHOWN.SIMILAR DETAILS OF 688 150 45.86 (1)EXIT PROVIDED IOKI SPECIAL INSPECTIONS REQUIRED FAAP FIRE ALARM ANNUNCIATOR SPECS SPECIFICATIONS CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ARCHITECT. ELECTRICAL ENGINEER PANEL SF SQUARE FEET 20. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE MEANS, 85 100 .85 (1I EXIT PROVIDED IOKI NONE REQUIRED K-ENGINEERS FD FIRE DAMPER S 6 V STAIN 6 VARNISH METHODS.TECHNIQUES,SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. LOBBY 136 100 1.35 (11 EXIT PROVIDED IOKI 208 3rd STREET FE FIRE EXTINGUISHER SV SHEET VINYL 21. CONTRACTOR SHALL RETAIN ONE SET OF THE PLANS TO NOTE AND DOCUMENT ALL RESTROOMS 124 0 0.00 (1)EXIT PROVIDED IOKI 19-333.1 LYNDEN,WA 08264 FF FACTORY FINISH STRWY STAIRWAY CHANGES DURING CONSTRUCTION. THE SET SHALL BE A PART OF THE CONTRACTOR'S SUB TOTAL 1.080 48.54 1219FXITS PROVIDED(OKI PHONE: (5601 554-4757 FF FINISH FLOOR STL STEEL CLOSE-OUT PACKAGE TO THE OWNER. CLOSE-OUT PACKAGE SHALL INCLUDE: PROJECT DESCRIPTION FAX: (360)354-6794 STOR STORAGE insera.com FLA FIRE RETARDANT TREATED (1)SET OF SHOP DRAWINGS.PRODUCT LITERATURE.EQUIPMENT WARRANTEE MANUALS. EMAIL: ateveteveldeek-en g FLASH FLASHING STRUCT STRUCTURAL 22. CONTACTOR SHALL PROVIDE SOLID BLOCKING.UNLESS NOTED OTHERWISE AS REQUIRED PLUMBING CALCULATIONS The Project now consists of nt systems all labor,materials and other incidentals CONTACT: STEVE TEVELDE SUSP SUSPENDED the reroof.new storefront systems and glazing.exterior paintin and REVISIONS: 1 FLR FLOOR FOR NAILING OF ALL INTERIOR AND EXTERIOR TRIMS,FINISHES,AND FIXTURES. THE Iel OCCUPANCY LESS THAN 15 OCCUPANTS 111 RESTROOM REQUIRED Bite improvement to an existing 1-5tory Concrete walla with woo roof F.A. FLUID-APPLIED THRESH THRESHOLD CONTRACTOR SHALL PROVIDE FOR ALL THE NECESSARY FRAMING AND BRACING FOR THE (2)FULL RESTROOMS PROVIDED WITH(1)WC/(1)LAV EA.RR.(OKI existing building.The project is subject to the Special Provisions. FND FOUNDATION T.O. TOP OF INSTALLATION OF OWNER FURNISHED ITEMS SUCH AS SIGNAGE.MENU BOARDS ETC. the Standard Specifications including the amendments thereto. FDIC FURNISHED BY OWNER. T TREAD.THICKNESS 23. WHERE EXISTING WORK IS DAMAGED,CUT,OR DEFACED DUE TO PERFORMANCE Contract Documents hereunder. 09/20/21 BID SET/PERMIT SET TEMPERED OF NEW WORK,THE CONTRACTOR SHALL PATCH AND REPAIR SAME TO MATCH ADJOINING INSTALLED BY CONTRACTOR TS TUBE STEEL SURFACES. REPAIRED FINISHES SHALL BE EXTENDED TO THE NEAREST VISUAL FIRE FLOW FOIO FURNISHED BY OWNER. TYP TYPICAL BREAK LINES SUCH AS CORNERS.CEILING LINES.TOP OF BASE OR SIMILAR. INSTALLED BY OWNER EXISTING(NO CHANGE IN BUILDING SF)IOKI FCIC FURNISHED BY CONTRACTOR, 24. THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT SYMBOLS INSTALLED BY CONTRACTOR UNOUNPIN UNLESS NOD ED OTHERWISE ARCH AND ITECT ECTAY E REPRODUCED ONLY AUTHORIZED REPRODUCTIONS ITH E WRITTEN UST BEAR THESSION Or NAME OF THE RATED WALLS GA GAUGE UR URINAL THE ARCHITECT. NONE REQUIRED-EXISITNG USE ' NORTH ARROW GALV GALVANIZED VCT VINYL COMPOSITION TILE GAP GENERATOR ALARM PANEL VERT VERTICAL GL GLASS VIN VINYL \J GRID LINE GWB GYPSUM WALLBOARD VR VAPOR RETARDER PROJECT SITE VTO VENT TO OUTSIDE HC HANDICAP WC WATER CLOSET A HOW: HARDWARE WP WATERPROOFING .4 BUILDING SECTION HP HEAT PUMP WS WHEEL STOP a' HT HEIGHT W WIDTH SHEET TITLE, HM HOLLOW METAL WOO WINDOW a' WALL SECTION HOR HORIZONTAL w/ WITH '" f a.o HB HOSE BIB WD WOOD COVER SHEET 3 � � HW HOT WATER WI WROUGHT IRON s DETAIL HWT HOT WATER TANK WRGB WATER RESISTANT A.6.0 HMD HOLLOW METAL DOOR GYPSUM BOARD PROPERTY CORNER HMF HOLLOW METAL FRAME ZINC. ZINCALUME y q a INTERSECTION ID INSIDE DIMENSION n .a INELL INSULATION m m E TOP OF SUBFLOOR o ELEVATION MARK INT INTERIOR ® p z EL.10'-101/2' o c 3 404 N Z w W 41h St Olymple Ave E 41h St E 4th 2 . (NEW1 SPOT ELEVATION E N E R G Y CODE W°`hs` Z A� 23.72'72'IEXIST.) m ROOM-NAME BUILDING ENVELOPE tot ROOM NAME/NUMBER O DOOR MARK 1.SLAB INSULATION.IF ANY SHALL CONFORM TO THE SPECIFICATIONS Pic AND.IFEXPOSED.SHALL BE PROTECTED AGAINST DAMAGE FROM ALL W o PROJECT ARCHITECT: OWINDOW MARK 2 SOURCES. a.ALL INSULATION SHALL BE OF THE THICKNESS AND DENSITY AS PRESCRIBED IN THE PLANS.INSULATION SHALL BE INSTALLED W 3,ast E3rdst Pic ACCORDING TO THE MANUFACTURERS'RECOMMENDATIONS. DRAWN BY: 3.DOORS AND GLAZING SHALL BE OF THE TYPE AND SIZE OF THOSE FLOOR MATERIAL ; PETER J CARLETTI PRESCRIBED IN THE PLAN.U-VALUES SHALL MEET OR BE LESS THAN CHECKED BY. U ADJACENCY THOSE SHOWN ON THE PLAN. i a ALIGN ALIGNMENT OF ITEM 4.AIR LEAKAGE 19 CONTROLLED BY SEALING OR CAULKING ALL JOINTS AND GAPS IN FRAMING.SEALANTS SHALL BE OF THE NON-HARDENING E JUNE 21, 2021 TYPE. " > J DATE 0 1 REVISION MARK 5.WALL.CEILING AND SLAB INSULATION SHALL BE AS CALLED m 1 o OUT ON THE APPROVED PLANS AND SHALL CONFORM TO STANDARDS Z S\,ARCH\19\DRAWINGS\19-333.1 REGARDING DENSITIES AND RBE SHOWN N APPROPRIATE MOISTURE CONSTRUCTION PLANS 1 BARRIER IT SHALL B BE CONTINUOUS INSTALLED UOUS AND SEALED. SIDEOF THE EXPOSED COMPUTER FILE NAME INTERIOR ELEVATION 8.FRAMING ASSEMBLIES SHALL BE SHOWN ON THE APPROVED ,, V I C I N I T Y M A P 2 -7.0 4 MARKS PLANS. N.T.S. 9 + COPYRIGHT 2021 CARLETTI ARCHITECTe.P5. I o_ I I A I A I ZONING OLD TOWN BUSINESS DISTRICT-2 LANDSCAPING FOR GRAPHIC REPRESENTATION ONLY EXISTING r — — — — — — — — — — — — — — — — — — — POWER POLE CARLETTI ARCHITECTS P.S. NOTE: SITE UTILITY LINES ARE SHOWN FOR GRAPHIC architecture,planning,interior design REPRESENTATION ONLY. }/ /} 116 EAST FIR STREET I / I SUITE A I MOUNT VERNON, WA. 98273 SET LEAD & TACK LOT 11 WITH BRAss WASHER I Phone: 1l360II 424-0394 Fax: (360) 424-5726 SET WITHLEAD & TACK BRASS W SHER SEE DRAWINGS FOR EXACT jll/�"/ LOCATIONTION OF ALL NEW ASPHALT I I /� PROPERTY LINE T SD�C,B�q AND CONCRETE IMPERVIOUS SURFACES o _ PROPERTY LINE STEECRED H R T EXISTING // � ��///////// /// EXIST. FENCE o wiswNcrae / IMPERVIOUS / //// /////////////// /�/// � / 0.4' SOUTH ////////////// A NEW DRIVEWAY / SURFACES TO AND CONCRETE E REPLAC D FACE OF SIDEWALK SEE EE CIVIL IWGS. CURB CIVIL DWGS. EW C RBING SE / /// //// /% R MATCH SCORED NO WORf� CIVIL WGS. 121 NEW —l\\ / %////////////// //// /// /// LACE A REMODEL FOR: PATTER STEEL BOLLARDS / ///// /// / CITY OF ARLINGTON H / IS ARE T PROTECT BUILDING // / / INNOVATION CENTER PHASE II / / / 111/ 11/1/1/1/ /////////� 404 NORTH OLYMPIC AVE ANDEXI C CONIC _ __ — EE CIVIL DWGS. EXI ON. A-t.o dam_ 21-8#' ARLINGTON. WA AND CURB TO p EXIST. . f.— CEVILIN�SEE DWGS. ELECT. METER EIS OFRDOWN DOWNSPOUTS SEWERNLIN� SIDEWALK. I. ELECT. METER GAS METER �R/ G CONCRETE CURB CRETE EX ?XIS EXIST, 98223 I. GAS METER \\\\\\ NO WORD f EXISTING ° I TO STORM SEWERI i�A' T/ ss s BUILDING FOOTPRINT ss EXISTING 1.075 S.F. ROOF O.H. - J EXISTING STAIRS. EXISTING NHIS ARKS, / z LOT >0 EXISTING ABOVE w PLAZA.:SIDEWALK EXISTING BUILDING FOOTPRINT z .R. FLR. CONCRETE 6 LANDSCAPING II -' WATER METER .� 115.50' SHOP FLR. z ROOF O.H. 1,075 S.F. co ) // m NO SITE WORK ON ABOVE N o F 115,04' a— — SOUTH SIDE OF — — — — — — — — — /EXIST.:BUILDING EXIST. BI E RACK) �' EXIST.F.F. /�EXIST. O.H. - 115.40' TO BE SDCB o I° / DOOR OPENING REINSTA LED RIM•113.74' / 1111540'E FLR. .50 s• .37'ISWI 4° EXISTING R0 M 5=112.85' LOT 9 EXISTING O r $IQEWALK i` OVERHANG ABOVE NEW CONCRETE ;p NO WORK w� \\SDMH /L SIDEWALK SEE RIM•114.2 /Y LOWER OUTSIDE / w XI$TING IMPERVIOUS a / 4 �/ /// ////X/ / / CIVIL DWGS. z ° / f FACE / MATCH SCORED SURFACE TO BE REPLACED ER OU �g�/RO POR/ / / SOFFITF1 5,8' ING/// N SE CIVIL DWGS. I o /� / /� // EXIST. BIKE RACK PATTERN 1 F x § a.. I 720' R.O.W. OF �19 I I / 19-333.1 1� w ao -REFORM FOR NEW o�(n f/ E 427. / / '/ o a"C' �µ o 38'DIA.CONC. ISLAN EXISTING I 1 = '/// ° / ////////� � S / 05?SSOU FENCE a rcc� TO MATCH EXIST. IMPERVIOUS /� / SURFACES TO /� / / �/ / EXISTING SBE EE /// ////////////////�/ %%%%%/ REVISIONS: ROOF OVERHANG o� / /� / /' EXIST. BUSINESS SIGN ON ABOVE I ° // EXIST. 30' CONCRETE BASE 09/29/21 BID SET/PERMIT SET EXIST. R00 -- - - O CR SXISSW LK // f i//1(/�/ — — — — _ COLUMN _ PROPERTY LINE _ _ p ° — RE-ATTACH EXIST. c. S EXIST. 48`-DIA.TABLE SIDEWALK NO WORK p ° °EXISTING ° — — — — — — — E / SIDEWALK E EXIST XIS TNG SIDEWALK CHAIRS F.O.IsC. e NO WORK>: DRIVEWAY CRO WALK NO;WORK (3)TOTAL ATTACH EXIST. - _ TO NEW GONG. ®®®MMM DRIVEWAY NO WORK EXISTING EXISTING SDCB WATER METER STREET LIGHT/ RIM°114.53' EXIST. SEE CIVIL DRAWINGS FOR EXACT NCURB CUT O WORK HAND HOLE N. OLYMPIC AVE. (RAILROAD AVE.) N. OLYMPIC AVE. RAILROAD AVE. REMOVAL OF EXISTING ASPHALT AND CONCRETE SURFACES. SEE CIVIL( DWGS. FOR SAWCUT LINES p o g b ci —— SD —— SD — — _ _ SD — an rc so SDMH SHEET TITLE: RIM°114.85' SDMH RIM°114.78' 12"DI w 12"DI W 1, SITE DEMO PLAN 12•DI W � 12"DI W 12"DI W 12"DI W 12"DI w 12"DI 12"DI W 12'•DI Iw 12"DI W 12 DI W PROPOSED SITE PLAN O� PROPOSED SITE PLAN Adk\ SITE DEMO PLAN Aw/ SCALE: V-10'-O' / SCALE: V-10'-O' / LEGEND: SITE PLAN NOTES: ZONING: LEGEND: TT7T/I AREAS OF EXISTING ASPHALT OR CONCRETE TO BE REMOVED 1. CONNECT ALL DOWNSPOUTS TO PVC TIGHTLINES AND OLD TOWN BUSINESS DISTRICT- 2 EXIST.CONCRETE OR CONCRETE SIDEWALK /�/� SEE CIVIL DRAWINGS CONNECT TO STORM DRAINAGE SYSTEM PER CIVIL DRAWINGS. PERMITTED USE - OFFICE(NEW USE) ❑ 2.VERIFY LOCATIONS OF EXISTING POWER,COMM..SEWER.WATER BUILDING SETBACKS SEE CIVIL DRAWINGS FOR NEW ASPHALT OR CONCRETE DEMO LINE GAS.AND STORM DRAINAGE LINES PRIOR TO CONSTRUCTION NO CHANGES TO EXISTING FOOTPRINT(OK) O 3.CONTRACTOR TO VERIFY ALL EXISTING GRADES AND PROPERTY 0P9L9NL Pic LINES BUILDING HEIGHT PROJECT ARCHITECT: SEE CIVIL DRAWINGS FOR NEW SCORED CONCRETE 4. PROVIDE AND INSTALL CONDUIT AND POWER FROM POWER -EXISTING NO CHANGE-(OKI ❑ SIDEWALK AND DRIVEWAY AREAS „q,� Pic FROM BLDG. TO EXISTING SERVICE SIGN SEE ELECTRICAL. SITE SQUARE FOOTAGE DEMOLITION NOTES: °0 DRAWN BY: 5.SEE CIVIL DRAWINGS FOR ALL NEW ASPHALT PAVING AND NEW C? .au�xo CONCRETE SURFACES.STORM DRAINAGE AND GRADING PLANS. 6.880 SF OR .16 ACRES EXIST. CURB/GUTTER (SEE CIVIL FOR NEW LOCATIONS) 1. SITE PLAN INFORMATION IS INTENDED TO PETER J CARLETTI 6. SEE CIVIL DRAWINGS FOR NEW CURBS TO PROTECT BUILDING SITE COVERAGE EXIST. RETAINING WALL/CAST CURB ILLUSTRATE THE OVERALL SITE PLAN. REFER TO CHECKED BY: AND EXIST. GAS METER. EXISTING CONDITIONS PLAN FOR ADDITIONAL -EXISTING(NO CHANGE) (SEE CIVIL FOR NEW LOCATIONS) INFORMATION ON DEMOLISHED ITEMS. EXIST.EXTRUDED CURB (SEE CIVIL FOR NEW LOCATIONS) _ E 21, 2021 BUILDING SQUARE FOOTAGE 2. CONTRACTOR TO FIELD VERIFY EXISTING SITE - DATE ADDRESS: 404 N OLYMPIC AVE ARLINGTON.WA 98223 1,078 SF EXISTING IND CHANGE) EXISTING CATCH BASIN (SEE CIVIL FOR NEW LOCATIONS) CONDITIONS,ITEMS TO BE REMOVED d ALL EXISTING CONDITIONS PRIOR TO BUILDING. NOTIFY ARCHITECT PARCEL ID NUMBER: 00529900800902 , �o�,Rm S\:ARCH\19\DRAWINGS\19-333.1 A KING Y SITE LIGHT EXIST. OF OTHER ITEMS TO BE REMOVED OR COMPUTER FILE NAME LEGAL DESCRIPTION: TWN 31 RNG 05 SEC 02 BE EXISTING(NO CHANGE) INDESCREPENCIES. _ A MC MAHONS 1ST ADD TO ARL BLK 008 D-00 S 76 FT OF LOTS LANDSCAPING 3. CONTRACTOR TO FIELD VERIFY ALL EXISITINGEXISTING INO CHANGE)9 d 10E 1OFT OF S 76FT LOT 11 UTILITIES ON SITE PRIOR TO DEMOLITION. BOLLARD DETAIL � 1 . 0 SCALE:1'°1'-0' COPYRIGHT 2021 CARLETTI ARCHITECTS.P.5. SEE CIVIL DRAWINGS FOR SEE SITE PLAN AND CIVIL DRAWINGS a a IMPROVEMENTS AT ALL AREAS 4 OUTSIDE THE BUILDING FOOTPRINT 4 FOR AREAS OF EXISTING CONCRETE 4 A ° O AND THE EXISTING SIDEWALK,RAMP 2 3 4 1 - ° ° 2 3 AND ASPHALT TO BE REMOVED AND 4 a p AND PARK PLAZA AREA A A REPLACED. a A-4.0 a a a A-4.0 IT ST. EXIST.a 40'-G' 4 IRS SIDEWALK 10'-0' T 10'-0' 2'-8' 40'-6' a 10'-0. 6• 10'-0' 2'-6' INI DS D D c 4 4 — 11 A ^. A — --- --- --- -=--�I — — r -- A 11--- IL--- -11- -I a a 4 O MINI DS a a Q1� 0 CARLETTI ARCIiITECTS f�,$e SIDEWAL architecture,planning,iMenor design 1L 116 EAST FIR STREET UNISEx SUITE A RRC`IE F:D.� IIREMOVE EXIST WINDOWS 8 GLAZING MOUNT VERNON, WA. 98273 104 ' PREP OPENINGS FOR NEW STOREFRONT OFFICE Phone. 360 424-0394 a EXIST. a _ � ,_ � Fax: �360� 424-5726 —a— — SID WALK RESTROOM FIXTURE �,., a a a ACCESS 10I 4 - 4 4 EXIST. a. a � � IEIF= � a sas SIDEWALK E SIERED q UNISEX OPEN o _ _ — o - O HITECT ° N RR103E BRE06K OF O,CE N ° dfN 4 a PETER —� B B —� B B STATE WASHINCTON A-4.0 A-4.0 — — A-4.0 `Fug NEW P-LAM LOWER CABINETS E 1ST.CANOPY O.H. 4 hI A REMODEL FOR: AND COUNTERTOP OVE RECLAD W M TAL ROOF PANELS I CITY OF ARLINGTON ° AT LOBBY 102 PATCH/REPAIR NEW SINK SEE I WINDOWS d GLAZING EXIST. PAINT EXIST.WATER DAMAGED 1 MECH.DRAWINGS -I PREP OPENINGS FOR INNOVATION CENTER PHASE II PLANTER a 4 OGWB CEILING a III NEW STOREFRONT 404 NORTH OLYMPIC AVE -5. -2. III EXIST.CANOPY O.H. _IFE ----------- -- \ EXIT IEIF Iyl �\ 98223GTON, WA ABOVE RECLAD W/ Q 4 — — — — ° - — METAL ROOF PANEL B EXISTING CONIC.LINTEL ABOVE(EI f B _ — — B � a ' 4 ry O 102 1 j�� EV 4 Q. 4 j a f 3'-0' ° S.A. 4 9'-0' I ° ��EXIST.. CANOPY OH.. 10 4 a 4 4 a 1EXISTING MANSARD EXIST. ABOVE RECLAD W/ IF I _ REMOVE EXIST. SIDEWALK q a METAL ROOF PANELS �! a DOOR W/ ° STRUCTURE TO REMAIN u 4 a _ 40'-8' a d ° EXIST.WINDOW ABOVE ° 4 4 ON 3'-0. 2'-5` Q A Q A z A-4.0 m a � EXIST. EXIST.SIDEWALK 40'-6' EXIST.SIDEWALK EXIST. w BIKE RACK BIKE RACK REMOVE EXIST.COVERED REMOVE/RE-INSTALL CANOPY AND STRUCTURE 19-333.1 NEW 38'DIA.RAISED CONC.CURB AT ISLAND EXIST.CANOPY O.H. SEE CIVIL DWGS. EXIST.COVERED CANOPY AND STRUCTURE 1 TO REMAIN REVISIONS. SEE SITE PLAN AND CIVIL DRAWINGS • Z_ Q \ FOR AREAS OF EXISTING CONCRETE 09/29/21 BID SET/PERMIT SET SEE CIVIL DRAWINGS FOR IMPROVEMENTS AT AND ASPHALT TO BE REMOVED AND REPLACED. EXIST.COLUMN ALL AREAS OUTSIDE THE BUILDING FOOTPRINT AND THE EXISTING SIDEWALK. REMOVE EXIST CURB AND PRIME/PAINT RAMP AND PARK PLAZA AREA CONCRETE PAD EXIST.CANOPY O.H. COVERED CANOPY EXIST. F-100-1 PAINT SUPPORT POST AND SIGN STRUCTURE TYP.O NE CORNER SEE 17/A-2.2 FOR PICTURE OF SIGN a STRUCTURE L 1 2 2 EXIST.CANOPY O.H. SEE SHEET A-2.2 FOR EXISTING BUILDING PICTURES AND NOTES EXISTING CONDTIONS/ DEMOLITION EXISTING CONDTIONS/ DEMOLITION PLANS SHEET TITLE SCALE: 1/4'4-0' EXISTING COND/ DEMO PLAN PROPERTY LINE PROPOSED FLOOR PLAN FLOOR PLAN LEGEND LEGEND: PROPOSED FLOOR PLAN EXIST.DIRECTIONAL EMERGENCY EXIT SIGN HARDWIRE W/BATTERr - EXISTING WALLS.WINDOWS.DOORS TO REMAIN SCALE: 1/4'-1'-O' / EI Ex1r BACKUP -= WINDOWS.DOORS,AND OTHER ITEMS _ IEI TO BE REMOVED EXIST.COMBINATION E EXIT XIT SIGN/EMERGENCY LIGHTING WITH _ BATTERY BACKUP HARDWARE DEMOLITION NOTES: EI EXIST.EMERGENCY LIGHTING W/BATTERY BACKUP HARDWARE 1. VERIFY ALL ROUGH OPENINGS FOR NEW GLAZED WINDOWS ❑FE WHERE NOTED PRIOR TO CUTTING NEW OPENINGS IEI EXIST.2A 1OBC SEMI-RECESSED FIRE EXTINGUISHER SEE SHEET A2.0 FOR LOCATIONS 2. CAP ALL UTILITIES INCLUDING ELECTRICAL.WATER.AND GAS AS REQ'D ONCE DEMOLITION IS COMPLETE DOOR NUMBER SEE SHEET A-2.3 FOR SCHEDULE 3. REPAIR ALL DAMAGAED SUBSTRAITES TO MEET FLOORING Pic OX WINDOW NUMBER SEE SHEET A-2.3 FOR SCHEDULE MANUFACTURE'S REQUIREMENTS. PROJECT ARCHITECT: 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS.MEMBER SIZES Pic XXX ROOM FINISH TAG SEE SHEET A-2.3 FOR SCHEDULE AND CONDITIONS OF THE EXISTING BUILDING DEPICTED IN DRAWN BY: THE DRAWINGS AND NOTIFY CARLETTI ARCHITECTS OF ANY DISCREPANCIES FOR POSSIBLE REDESIGN PETER J CARLETTI EXISTING INTERIOR WALL 5. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR CHECKED BY: STEEL BRACES OVERLOAD THE EXISTING STRUCTURE REQ'D.TO 4'P.LAM B. SHORING AND BRACING SHALL BE INSTALLED BEFORE ANY JUNE 21. 2021 A5 PPORT COUNTER ��BACKSPLASH EXISTING EXTERIOR WOOD FRAMED WALLS STRUCTURAL MEMBERS ARE REMOVED OR BEFORE ANY NEW DATE LOADS ARE ADDED UNTIL PERMANENT SUPPORT AND O FE P. LAM EXISTING EXTERIOR CONCRETE WALLS STIFFENING ARE INSTALLED S\:ARCH\19\DRAWINGS\19-333.1 iv OPEN BELOW` LOWERS 7. VERIFY WITH OWNER ALL ITEMS TO BE SAVED OR SALVAGED. COMPUTER FILE NAME VRB o IN)DS NEW BUILDING DOWN SPOUT LOCATIONS CONNECT TO STORM SYSTEM SEE CIVIL DWGS. 8. CONTRACTOR SHALL CHECK FOR DRY ROT OR INFESTATION. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL I N T E R I O R C A S E W O R K O IEI FD EXIST.8'#FLOOR DRAIN BE REPLACED OR REPAIRED AS DIRECTED BY CARLETTI oARCHITECTS. A � 2 . 0 + SCALE: 1/4'-1-O' COPYRIGHT 2021 CARLETTI ARCHITECTS.P.S. O 2 A T T O 2 3 Q REMOVE EXISTING REMOVE EXISTING A A-4.0 METAL ROOF METAL ROOFING 11 PANELS A-6.0 INI DS A A A A ) le s 4 1B 8 (NJ DS'DIA.ON. 2 p. 1B tB 2 CARLETTI ARCHITECTS P.S. amhdedure,planning,interior design EXISTING ROOF PENETRATION 5'DIA.PROVIDE/INSTALL SEE SHEET A-2.2 FOR SEE SHEET M-5.1 FOR 116 EAST FIR STREET BOOT AND FLASHINGS EXISTING ROOF AND ADDITIONAL ROOFTOP SUITE A AS REQUIRED EXISTING BUILDING MECHANICAL DUCTING REMOVE NEW METAL PICTURES AND PENETRATIONS EXISTING 2 MOUNT VERNON, WA. 98273 ROOF PANELS ' GUTTER / Phone: 360 424-0394 A-s.0 10k16'ON. O Fax: 360� 424-5726 4 1 1A 1A 1A\ RTU-1 NEW METAL O O O A-6.0 12k22'DN. EXIST.PLUMBING VENT ROOF PANELS RED 2'DIA.PROVIDE/INSTALL HITECT �29 BOOT AND FLASHINGS E SIE B AS REQUIRED NEW OF SYSTEM B B B A-4.0 SEE A-4.0 A-4.0 A-4.0 PEfER TTI SPATE 0 WASHINGTON 1B RTU-2 REMA 6.0 VE EXISTING e 1B 18 PARAPET CAP EXHAUST FAN 14'x12'DN.� PARAPET/COPING STEP 9 A REMODEL FOR: RUN ROOFING OVER TOP OF WALL AND DOWN FACE 4 12. CITY OF ARLINGTON 12k14'DN. FLASH ONTO EXISTING A_g.0 2 404 NORTH 0 YMPIC AVE STEP ROOF TO REMAIN 12' CBB ARLINGTON. WA 98223 C —Ful C — 4 3 NEW METAL NEW METAL ROOF PANELS A 2SYSTEM A ROOF PANELSREMAIN A-4.0 EXISTING ROOF S EM N0. ROOF PLAN LEGEND/NOTES: REMOVE EXISTING B.U.R./TORCHDOWN MEMBRANE.METAL ROOF PANELS DOWN 12 1A TO EXISTING PLYWOOD ROOF SHEATHING.REMOVE ALL COPING/FLASHINGS. PATCH AND REPAIR ANY DRYROT.(ALLOW$2.000 FOR DRYROT REPAIR) A-6.0 TYP. NEW ROOF CONSTRUCTION NEW 60 MIL PVC ROOF MEMBRANE 0/1HIGH DENSITY COVER BO.(R-2.51 0/ R-58 AVERAGE R-VALUE INSULATION TAPERED TO PROVIDE DRAINAGE 2 19-333.1 INSTALL IN(2)LIFTS REVERSE 6 STAGGER JOINTS SEE SHEET A-2.2 FOR (R-58 MIN.VALUE COMBINED AVERAGED OVER THE ROOF DECK) 2 A-z.z PICTURES OF EXIST. 12 INSTALL OVER VAPOR BARRIER 0/ CONDITIONS A-6.0 1B PLYWOOD ROOF SHEATHING FOR DIAPHRAGM SEE STRUCTURAL) EXISTING WOOD STRUCTURAL DECK REVISIONS INSTALL NEW ROOF SYSTEM AS NOTED BELOW INSTALL CRICKETS W/SLOPED INSULATION AS REQUIRED TO 09/29/21 BID SET/PERMIT SET ALLOW FOR PROPER ROOF DRAINAGE BEHIND ALL EXISTING RTU'S 6 VENTS OREMOVE ALL EXISTING MANSARD METAL ROOF PANELS AND METAL ROOF PARAPET FLASHINGS.REMOVE EXISTING GUTTERS AND DOWNSPOUTS OINSTALL NEW METAL ROOF PANELS 8 NEW METAL COPING/FLASHINGS W/KYNAR FINISH STANDARD MANUFACTURERS COLOR OINSTALL NEW 9X4 ALUMINUM DOWNSPOUTS 8 5'K GUTTERS AROUND PERIMETER OF MANSARD ROOF MATCH EXIST.DOWNSPOUT LOCATIONS 6 EXIST.PLUMBING/MISC.VENT ROOF PENETRATION TYP. 1 12 _80 °(EIPV VENT LINES TO REMAIN.INSTALL NEW BOOT PER MANF. O 2 SIM.TO RECOMMENDATIONS 2 A-6.0 4 2 6 •(EIC 5 EXIST.ELECTRICAL CONDUIT PENETRATION INSTALL NEW BOOT AS PER MANF.RECOMMENDATIONS EXIST.GAS LINE 8 BLOCKS.REPLACE EIXISTING SUPPPORTS W/NEW NEOPRENE ME GL SUPPPORTS WHERE NOT EXISTING.. EXISTING 24A24'VENT ON CURB TO REMAIN SHEET TITLE: PROPOSED ROOF PLAN _ ®V INSTALL NEW MEMBRANE UP UNDER EXISTING CURB FLASHING DEMOLITION ROOF PLAN \ PER MANE.RECOMMENDATIONS EXISTING DEMO ROOF PLAN SCALE: 1/4'-1'-O' 7 O EXISTING CIRCULAR 12'-18'DIA.VENTS TO REMAIN _6. INSTALL NEW MEMBRANE BOOT PER MANF.RECOMMENDATIONS PROPOSED ROOF PLAN SCALE: 1/4'-1�-0� - NEW ROOF TOP UNIT(RTUI ON CURB 8. 1 ® EXISTING 24524'VE T U TO REMAIN INSTALL NEW MEMBRANE UP UNDER EXISTING CURB FLASHING.REMOVE AND REPLACE FOAM -6. INSULATION ON ALL LINE SETS TO CONDENSING LINES AT EACH UNIT(5)TOTAL �4 INDICATED HEIGHT OF EXIST.PARAPET ABOVE TOP OF EXIST.ROOF (RI EXISTING ITEM TO BE REMOVED. 1NFILL W/2X6 WOOD FRAMING•12'O.C. W/ROOF SHEATHING TO MATCH EXISTING.INSTALL NEW ROOF MEMBRANE SYSTEM OVER NEW ROOF SHEATHING AS NOTED 1 A-z.z SEE SHEET A-2.2 FOR ROOF KEY PLAN AND PICTURES Pic CONTRACTOR SHALL VERIFY ALL DIMENSIONS.AND CONDITIONS PROJECT ARCHITECT: OF THE EXISTING BUILDING ROOF DEPICTED IN ROOF NOTES: THE DRAWINGS AND NOTIFY ARCHITECT OF ANY Pic DISCREPANCIES FOR POSSIBLE REDESIGN DRAWN BY: 0 INDICATES NEW DOWNSPOUT PETER J CARLETTI 1.ALL ROOFS SLOPES ARE AS NOTED. CHECKED BY. 2.PLUMBING/ELEC./MECH.SUBCONTRACTORS TO SEE ASBESTOS AND LEAD BASED PAINT ARLINGTON SHELL SERVICE NORTH LYMPIC AVENUE PROVIDE/INSTALL FLASHING BOOTS AT ALL ROOF ARLINGTON.WASHINGTON PROJECT#80801 AS PREPARED BY KANE ENVIRONMENTAL. JUNE 16, 2021 PENETRATIONS TYP. DATED FEBURARY S.2018 28 PAGES TOTAL DATE 1 PICTURES SEE SHEET A-2.2 S\:ARCH\19\DRAWINGS\19-333,1 A-z.z SAMPLE MATERIAL COMPUTER FILE NAME SAMPLE ID FIGURE KEY SAMPLE LOCATION DESCRIPTION PERCENT ASBESTOS EK-roof-001 BLUE CIRCLE ROOF METAL AND TAR 3% ON ROOF EK-caulk-001 RED CIRCLE WINDOWS GREY COLORED CAULKING 2% A � 2 - 1 IN WINDOW PANE ON + NORTHWEST EXTERIOR WALL COPYRIGHT 2021 CARLETTI ARCHITECTS.PS. REPLACE EXIST. PAINT EXTERIOR TYP. REPLACE EXTERIOR EXIST.MANSARD METAL REPLACE MANSARD COPING/FLASHING PAINT EXIST. EXIST.MTL.TRIM TO ROOF PANELS TO BE REPLACED REPLACE EXISTING ROOF WITH NEW SOFFIT PANELS ETAL MANSARD WINDOWS W/NEW RELOCATE CONDUIT AT SOFFIT MEMBRANE ROOF SYSTEM BE REPLACED ROOF PANELS STOREFRONT WINDOWS LIGHTS TO WITHIN MANSARD CARLETTI ARCHITECTS P.S. architecture,planning,interior design - 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 l Phone: I360I 424-0394 Fax: 360 424-5726 oil EG STERED NEW STOREFRONT TO PAINT EXTERIOR TYP. PAINT EXTERIOR TYP. gg REPLACE EXIST.DOOR/WINDOWS p STATE 0 VASHINGTON 16 SW CORNER LOOKING EAST 15 MANSARD PARAPET FLASHING 14 NORTH FACADE 13 EXIST. ROOF LOOKING EAST N.T.S. N.T.S. N.T.S. N.T.S. REPLACE EXIST.MANSARD ROOF PANELS PAINT EXTERIOR TYP. A REMODEL FOR: AND PARAEPT COPING/FLASHING REPLACE MANSARD COPING/FLASHING REPLACE EXISTING ROOF WITH NEW CITY OF ARLINGTON MEMBRANE ROOF SYSTEM INNOVATION CENTER 404 NORTH OLYMPIC AVE O 2 3 A is-zz ¢ ARLINGTON. WA 2 2 _ ! 98223 &Z22 L A A Sim — _- - - O 13 i A-2.2 14 A-2.2 �„� EAST FACADE � EXISTING MANSARD CAP N.T.S. 19-333.1 RELOCATE CONDUIT AT SOFFIT REPLACE MANSARD COPING/FLASHING LIGHTS TO WITHIN MANSARD AND ROOF PANELS REVISIONS: 1 PAINT EXTERIOR a NEW SOFFIT LINER PANELS 09/29/21 BID SET/PERMIT SET 7 1. 5 a ✓° CB WAX _+ _ - —_ CCA_&z C - T t SHEET TITLE: L EXIST.ROOF NO WORK EXISTING PICTURES KEY PLAN A-2.2 ,o 6 VIEW LOOKING SOUTH cJ EXISTING CANOPY NO WORK EXISTING PICTURES N.T.S. PAINT SIGN SUPPORT AND INSTALL METAL ROOF PANELS ON EXIST.MANSARD FRAMING REPLACE MANSARD COPING/FLASHING ALL EXPOSED STEEL NEW GUTTERS MATCH EXIST. ENDS OF EACH MANSARD TYP. INTERIOR AND ROOF PANELS NEW 3x4 DOWNSPOUTS INSTALL METAL ROOF PANELS ON _zF ENDS OF EACH MANSARD TYP. - —"- - RELOCATE CONDUIT AT SOFFIT �� \ �� } Pic LIGHTS TO WITHIN MANSARD �� PROJECT ARCHITECT: } _ ` Pic DRAWN BY: PAINT EXTERIOR TYP. "9:."9"' '^' - s' , r r F PETER J CARLETTI - IEXIST.DOORS/FRAMES Ft ARE NOT PAINTEDI CHECKED BY: _. JUNE 16. 2021 DATE _ 4- � S\:ARCH\19\DRAWINGS\19-333.1 COMPUTER FILE NAME 1 2 t EXIST. SIGN SOUTH SIDE - 2 . 2 ROOF/EXTERIOR PICTURE KEY PLAN �� N.T.S. . . . G BUILDING CORNERS 1 MANSARD EXISTING FRAMING COPYRIGHT2020 CARLETTI ARCHITECTS.PS18 . SCALE: 1/4'-1'-O' N.T.S. N.T.S. 10•-0• e•-o• CARLETTI ARCHITECTS P.S. 2-6t 2•-5t 2•-st T-6t s'a' s's' s-o s-o architecture,planning,interior design b BREAK 0 CORNERS METAL 116 EAST FIR STREET MATCH STOREFRONT SUITE A MOUNT VERNON, WA 98273 BREAK METAL--,- iD EAK META ( •CORNERS MATCH STOR F NT Phone- `360 424-0394 MATCH STOREFRONT Fax. I360� 424-5726 SLIDER SECTION n WINDOW Ni 642e E STERED 1.ALL GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE HITECT THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24'ARC OR EITHER DO NEW STOREFRONT O NEW STOREFRONT O NEW STOREFRONT O NEW STOREFRONT O NEW STOREFRONT VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60'ABOVE THE PETER WALKING SURFACE SHALL BE TEMPERED. STATE 0 WASHINGTON (GLAZING SUBCONTRACTOR TO VERIFY LOCATION(S)OF ALL SAFTEY GLAZING.) 2.GLAZING SHALL BE TEMPERED IN AN INDIVIDUAL FIXED OR OPERABLE PANEL. OTHER THAN THOSE LOCATIONS WINDOW SCHEDULE DESCRIBED IN ITEM 1.ABOVE.THAT MEETS ALL THE FOLLOWING CRITERIA. NO. QTY. SIZE TYPE FRAME U-VALUE NOTES AI EXPOSED AREA OF INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET. B)EXPOSED BOTTOM EDGE GREATER THAN 36'ABOVE THE FLOOR. A REMODEL FOR: MAT'L. FIN. C)EXPOSED TOP EDGE GREATER THAN 96'ABOVE THE FLOOR. CITY OF ARLINGTON D)ONE OR MORE WALKING SURFACES WITHIN 26'ABOVE THE FLOOR. 3.REFER TO THE DOOR SCHEDULE FOR SIZE OF ALL DOORS WITH GLAZING. INNOVATION CENTER PHASE II 4.SEE BUILDING ELEVATIONS FOR MUTTON AND DOOR PLACEMENTS 404 NORTH OLYMPIC AVE d OPERABLE WINDOWS. D 2 10'-0'X 2'-0' FIXED STOREFRONT CLEAR ANOD. .34 EXTERIOR(SOLARBAN 60 CLEAR PPG BRONZE LOW E) 5.ALL WINDOW SIZES ARE ROUGH OPENINGS AND SHALL BE FIELD MEASURED ARLINGTON, WA G 1 6'-0'X 8'-2-1/2' FIXED STOREFRONT CLEAR ANOD. .54 EXTERIOR ISOLARBAN 60 CLEAR PPG BRONZE LOW El PRIOR TO FABRICATION. 98223 6.U-VALUE OF ALL WINDOWS TO BE.34 OR BETTER,LOW E 6 THERMALLY BROKEN H 11 3'-0'X 6'-9' FIXED STOREFRONT CLEAR ANOD. .34 EXTERIOR ISOLARBAN 60 CLEAR PPG BRONZE LOW E) (SHADING COEFFICIENT TO BE.40 OR BETTER.) I 1 T-6'X 6'-9' SLIDER/FIXED STOREFRONT CLEAR ANOD. .34 EXTERIOR ISOLARBAN 60 CLEAR PPG BRONZE LOW EI LOWER SECTION SLIDING 7.CONTRACTOR TO VERIFY ALL WINDOW QUANTITIES. J 1 T-11'X T-10' FIXED STOREFRONT CLEAR ANOD. .34 EXTERIOR ISOLARBAN 60 CLEAR PPG BRONZE LOW M) S.CONTRACTOR TO VERIFY ALL WINDOW SIZES 9.SEE SHEETS A-6.0 FOR WINDOW DETAILS 10.T•TEMPERED GLASS NOTE: IT)•TEMPERED GLAZING FIELD VERIFY ALL WINDOW OPENINGS PRIOR TO MANUFACTURING DOOR SCHEDULE NO. SIZE DOOR LEAF FRAME HARDWARE RATING NOTES TYPE MATL. FIN. MAT'L. FIN. CLSR. PANIC GRP. 1 2'-8•x 7'-0' D ANOD.ALUM. CLR.ANOD. ANOD.ALUM. CLR.ANOD. YES - - - MEDIUM STYLE DOOR W/TUBULAR PUSH/PULL STOREFRONT DOOR W/CONTINOUS HINGE.CONCEALED CLOSER/WEATHERSTRIP/THRESHOLD/SWEEP/KEYED LOCK/DEADBOLT SOLARBAN 60 LOW E GLASS FIELD VERIFY OPENING T 19-3331 1 REVISIONS. D 09/29/21 BID SET/PERMIT SET DOOR NOTES: 1.ALL DOORS TO BE 1 3/4'THICK.ALL WOOD DOORS TO BE SOLID CORE SPECIES TO BE MAPLE. 2.VERIFY ALL R.O.AND JAMB DEPTHS PRIOR TO ORDERING. 3.ALL DOORS TO HAVE BARRIER FREE HARDWARE AS REQUIRED. 4.EXIT DOORS 1.2 SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. 5.ALL GLAZING WITHIN A 24 INCH ARC OF EITHER EDGE OF DOORS AND WITHIN 18 INCHES OF FLOORS SHALL BE SAFTEY GLAZING AS REQUIRED BY IBC SECTION 2406.ALL SUCH GLAZING SHALL HAVE PERMANENT IDENTIFICATION SAFETY GLAZING STAMP. 6.DOORS SHALL HAVE LEVER HARDWARE WHICH WILL PERMIT OPERATION BY WRIST OR ARM PRESSURE. 7.ALL DOORS W/DEADBOLTS MUST HAVE SINGLE ACTION OPERATION BY HANDLE INSIDE AND KEY ON THE EXTERIOR B.FOR DOOR DETAILS SEE SHEETS A-6.0 9.U VALUE OF ALL EXTERIOR STOREFRONT DOORS TO BE.37 OR BETTER 10.ALL EXTERIOR DOORS ARE TO BE FULLY WEATHERSTRIPPED AND HAVE ADA COMPLYING THRESHOLDS AND CONCRETE LANDINGS(OR SIDEWALK).EXTERIOR DOORS OPENING ON TO TRAFFIC AREAS ARE TO BE PROTECTED BY PIPE BOLLARDS. SHEET TITLE. SCHEDULES FINISH SCHEDULE ROOM ROOM FLOOR BASE NORTH WALL SOUTH WALL EAST WALL WEST WALL CEILING NOTES: NO. NAME MAT'L FIN. NO. MATL FIN. NO. MAT'L FIN. NO. MAT'L FIN. NO. MATL FIN. NO. MATL FIN. NO. MATL FIN. HGT. 100 COVERED CANOPY METAL PINT.-1 12'-0'VERIFY PAINT EXIST.METAL SOFFIT PANELS 101 OPEN OFFICE CONIC. SEAL 12'-4'-13'-1' SEAL EXIST.CONC.SLAB 102 LOBBY CONC. SEAL VRB FF IEI GWB PNT.-2 10'-0'A.F.F. PATCH REPAIR EXIST.GWG CEILING WATER DAMAGE PAINT/INSTALL PAINTED WOOD TRIM AT NEW STOREFRONT WINDOWS/INSTALL VRB BASE AT CASEWORK 103 RESTROOM-UNISEX 10'-0'A.F.F. NO CHANGES 104 RESTROOM-UNISEX 10'-0'A.F.F. NO CHANGES 105 1 OFFICE CONC. SEAL 10'-0'A.F.F. SEAL EXIST.CONC.SLAB 106 BREAK CONIC. SEAL VRB FF 12'-4'-19'-1' SEAL EXIST.CONC.SLAB 107 RESTROOM FIXTURE ACCESS 10'-0'A.F.F. NO CHANGES NOTE: INI-NEW AND IEI-EXISTING Pic PROJECT ARCHITECT. Pic DRAWN BY: PETER J CARLETTI CHECKED BY. JUNE 21, 2021 DATE S\ARCH\19\DRAWINGS\19-333.1 COMPUTER FILE NAME A - 2 a3' COPYRIGHT 2021 CARLETTI ARCHITECTS.PS. 2 3 O CARLETTI ARCHITECTS P.S. a¢hitectwe,planning,interior design 16 EAST FIR STREET A T — — SUITE A (El DS MOUNT VERNON. WA 98273 10-o a F.F. Phone: 13601 424-0394 Fax: 136OJ) 424-5726 ❑ E E RELOCATE EXPOSED CONDUIT o @. (6)EXIST.SURFACE MTD.LIGHT FIXTURES TO 1421 (EI SOFFIT BE CONCEALED WITHIN SOFFIT AFTER E STERED 1O'-G'A.F.F. REMOVAL OF EXIST.SOFFIT LINER PANELS fTECT INSTALL NEW EXIST.STRUCTUR AND PRIOR TO INSTALLATION OF NEW VENTED SOFFIT �. VENTED METAL SOFFIT LINER PANELS LINER PANEL) OFFICE/BREAK P SfRTE 0 Wh4iINCTON f F IEI SOFFIT 10'4 A.F.F. z REMOVE EXIST.SOFFIT LINER O PLANELS INSTALL NEW _ VENTED SOFFIT A REMODEL FOR: IEI JOISTS 12'-4'A.F.F. IEI JOISTS 12'-4'A.F.F. LINER PANELS) CITY OF ARLINGTON INNOVATION CENTER 404 NORTH OLYMPIC AVE RELOCATE EXPOSED CONDUIT 0 (61 EXIST.SURFACE MTD.LIGHT ARLINGTON. WA FIXTURES TO BE CONCEALED WITHIN 10'-0'A.F.F. 98223 SOFFIT AFTER REMOVAL OF EXIST. SOFFIT LINER PANELS AND PRIOR TO INSTALLATION OF NEW VENTED Z METAL SOFFIT LINER PANELS Ll PATCH/REPAIR EXIST.GWB CEILING AT LOBBY AREA EXIT B IEI C C IEI SOFFIT 10'-®'A.F.F. I SOFFIT 10'-0'A.F.F. INSTALL NEW 3 MOVE EXIST.SOFFIT LINER 4 VENTED SOFFIT LANELS INSTALL NEW LINER PANELS) VENTED SOFFIT LINER PANELS) RELOCATE EXPOSED CONDUIT 6 19-333.1 16)EXIST.SURFACE MTD.LIGHT FIXTURES TO BE CONCEALED WITHIN SOFFIT AFTER (E) REMOVAL OF EXIST.SOFFIT LINER PANELS SOFFIT AND PRIOR TO INSTALLATION OF NEW 1 12'-0'A.F.F. VENTED METAL SOFFIT LINER PANELS REVISIONS (PAINT PANELS) 08/29/21 BID SET/PERMIT SET Ilk\ RELFECTED CEILING PLAN SCALE: 1/4'-1'-O' LEGEND INTERIOR ----� EXIST.SURFACE MOUNTED 1'X 4'LED ACRYLIC WRAP PER ELECTRICAL o EXIST.W-O'LED STRIP LIGHT-CABLE MOUNT 10'-0'A.F.F.PER ELECTRICAL 0 EXIST.6'LED RECESSED CAN W/CLEAR ALZAC LENS-PER ELECTRICAL SHEET TITLE: EXIST.DIRECTIONAL EMERGENCY EXIT SIGN HARDWIRE REFLECTED CEILING PLAN 0 W/BATTERY BACKUP EXIST.COMBINATION EXIT SIGN/EMERGENCY LIGHTING WITH BATTERY BACKUP HARDWARE EXIST.EMERGENCY LIGHTING W/BATTERY BACKUP HARDWARE !F) EXIST.EXHAUST FAN V.T.O.AS REQUIRED PER MECHANICAL DRAWINGS NOTES: 1. LOCATE ALL DIFFUSERS 6 RETURN AIR GRILLES SO AS NOT TO INTERFERE W/LIGHTS. DAVID WILSON PROJECT ARCHITECT. DAVID WILSON DRAWN BY: PETER J CARLETTI CHECKED BY: JUNE 16. 2021 DATE S\:ARCH\19\DRAWI NGS\19-333.1 COMPUTER FILE NAME - 2 . 4 COPYRIGHT 2021 CARLETTI ARCHITECTS.PS. NEW WINDOWS INSTALL BREAK METAL AS REOURIED DUE TO SPALLING CONCRETE ONCE EXIST.WINDOWS ARE REMOVED MATCH g g EXIST.INSTALLS A INSTALL METAL ROOF A EXISTING MTL.TRI A-40 B EXISTING COVERED EXISTING MANSARD B A-4.0 A 4 WINDOWS 3 A-40 Z EXISTING CONC. 1 PANELS ON END MANSARD EXISTING MANSARD PAINT P-1 REPAIR CANOPY NEW METAL W/NEW METAL ROOF PANELS W/STUCCO P1NIS WALL TO MATCH WITH W/NEW METAL ROOF PANELS REFASTEN AS REQ'D. ROOF PANELS COPING/FLASHINGS PRIME/PAINT P-1 ROOFING NEW COPING/FLASHINGS COPING/FLASHINGS NEW GUTTER EXISTING NEW GUTTERS AND CARLETTI ARCHITECTS P.S. 7 - OWNSPOUTS EXIST.TRELLIS amhiteclum,planning,interior design MTL.TRIM EXIST.STEEL TRELLIS EXISTING STEEL EXISTING MTL.TRIM PAINT P-1 NO WORK STRUCTURE NO WORK _ CANOPY POST NEW GUTTERS EXISTING STEEL PAINT P-1 ❑❑ ❑ AND DOWNSPOUTS CANOPY POST NEW'J' ���. �.� ❑. 11 EXISTING CONQ ❑0 ❑❑ ❑ � exlsT.CONc. 116 EAST FIR STREET PR[ME/PAINT P-9 NEW DOWNSPOUT • PRIME/PAINT P-9 WINDOW W/STUCCO FINISH BENCH NO WORK SUITE A NEW WINDOWS PRIME/PAINT P-1 TYPE'G'WINDOW NEW �TT� EXIST.PLANTER MOUNT VERNON. WA. 98273 IM STOREFRONT ❑❑, / / I ❑ g L II" - �•� - NO WORK EXISTING CMU WALL DOOR Phone: 360II 424-0394 PAINT EXIST.CONC. Fax: �360) 424-5726 SIDEWALK NO WORK EXIST.CONC. — — — — SIDEWALK/STAIRS — — — — EXIST.PLANTER NO WORK EXISTING SIDEWALK NO WORK EXISTING CONC. EXIST CONCRETE BENCH EXISTING STOREFRONT REROUTE CONDUIT SU PLY TO LIGHTS EXIST.STOREFRONT NO WORK EXIST.HMDMM WINDOWS NO WORK TO CONCEALED AT SOFFIT PAINT WINDOWS NO WORK W/STUCCO FINISH NO WORK NO WORK ALL EXPOSED CONDUIT TO MATCH �29 E STERED PRIME/PAINT P-1 WALL COLOR HITECT SOUTH ELEVATION NORTH ELEVATION WEST ELEVATION PAR W..I.N SCALE: 1/8'-1'-O' SCALE: 1/8'-1'-O' SCALE: 1/8'4-0' EXISTING METAL TRIM A REMODEL FOR: REPAIR AND FASTEN AS REQUIRED 1 O A 3 4 MANSARD ROOF INSTALL CITY OF ARLINGTON REPLACE BETWEEN GRID 1-2 A-4•D NEW METAL ROOF PANELS INNOVATION CENTER PHASE II EXISTING ETAL TRIM COPING/FLASHINGS PAINT P-1 REFASTEN 404 NORTH OLYMPIC AVE EXISTING COVERED AS REQUI ED T.O.PARAPET 14'-4'A.F.F. ARLINGTON. WA CANOPY INSTALL r NEW METAL ROOF PANELS B.O.SOFFIT 11'-O'A.P.P. 98223 COPING/FLASHINGS EXISTING COVERED SER IS MR euSPIESS T.O.WINDOW 10'-0'A.F.F. CANOPY POST PRIME/PNT.P-3 ❑ ❑ aoa TE ❑ �t i / / / , ;����- T.O.DOOR T-3-1/2'A.F.F. NEW STOREFRONT I I�,,� ,T1 a , ,H�� NEW GUTTERS/DOWNSPOUTS H 6 I WINDOWS ! EXISTING CMU WALL B.O.WINDOW 0'-3-1/2' PRIME/PAINT T.O.FINISHED FLOOR 0' —EXIST.CONCRETE SIDEWALK EXIST.CONC.BENCH NEW STOREFRONT DOOR TRIM P-2 EXISTING FOOTING/STEM WALL NO WORK DOOR EXISTING CONC. EXISTING CONC. PROTECT SIGNAGE W/STUCCO FINISH W/STUCCO FINISH 'SERVICE IS OUR BUSINESS' PRIME/PAINT P-1 EAST ELEVATION PRIME/PAINT P-1 REMOVE/REATTACH TO ALLOW FOR PAINTING SCALE: 1/8'-1'-O' 19-333.1 1.PRESSURE WASH AND CLEAN ALL EXISTING PAINT COLORS: EXTERIOR MASONRY AND CONCRETE SURFACES EXTERIOR CMU/CONCRETE-P-1 BUILDING EXTERIOR WALLS SHERWIN WILLIAMS SATIN WHITE 2.PATCH ANY SPALLING CONCRETE EXTERIOR TRIM AT WINDOWS/DOORS-P-2 REVISIONS: SHERWIN WILLIAMS SATIN WHITE 3.PRIME AND PAINT WITH 121 COATS LATEX 09/29/21 BID SET/PERMIT SET ENAMEL PAINT EXTERIOR CONCRETE,CMU AND STRUCTURAL STEEL-P-3 WOOD TRIM AND STEEL SURFACES. SHERWIN WILLIAMS SEMI GLOSS BLACK DO NOT PAINT EXISTING EXTERIOR METAL ROOF PANELS HOLLOW METAL DOORS/FRAMES MATTE BLACK EXISTING STOREFRONT EXISTING HSS TRELLIS METAL SOFFIT PANELS EXISTING HANDRAILS WHITE GUTTERS MATTE BLACK DOWNSPOUTS MATTE BLACK SHEET TITLE: ELEVATIONS Pic PROJECT ARCHITECT: Pic DRAWN BY: PETER J CARLETTI CHECKED BY: JUNE 21, 2021 DATE S\:ARCH\19\DRAWI NGS\19-333.1 COMPUTER FILE NAME - 3 . 0 COPYRIGHT 2021 CARLeT ARCHITCCTS.PS. REMOVE EXIST.METAL ROOFING SLEEPERS AND BUILT UP ROOFING ,� 1 2 A 3 DOWN TO EXISTING ROOF DECK 4 � 1 EXISTING MANSARD FRAMING — — — — — — — - - REMOVE EXIST.METAL ROOF PANELS EXIST.T6G ROOF DECKING 0/ GUTTERS/DOWNSPOUTS 6 SOFFIT PANELS 2x10 JOISTS 0 16'O.C.TYP. _ _— _ T.O.PARAPET _ _ _ _ _ _ _ _ _ _ _ _ _ _ TO-MM� _ _ /_ 150.PARPET FRAMING 14-8' T.b.FRAMING 13'-9'AF.F. T. .BEAM 11'-4'A.F.F. B.O.SOFFIT e.b.SOFFIT 10'-G'A.F.F. I \ CARLETTI ARCHITECTS P.S. s40 chltecture,planning,intenatledgn _ _ _ _ _ _ _ _ _ _ _ T. .WINDOW 10'-O'A.F.F. ������� �� ������� ��y'� Remove exlsnNG 116 EAST FIR STREET GUTTERS/DOWNSPOUTS JL JL J� L JL JL JL�� 3�O SUITE A I I MOUNT VERNON. WA. 98273 I Phone: 13601 424-0394 REMOVE EXIST.WINDOWS I Fox: 360 424-5726 AND METAL BARS I PREPARE OPENINGS FOR I �i NEW STOREFRONT WINDOWS I B.O.WINDOW 2'-8'A.F.F. RR BREAK OPEN OFFICE I Raza E STERED T. .PIN.PLR.0'-0'A.F.F. HITECT I IIIIIII III�� III III�II III IIII II= ' — -' �=1 • —III II _III =III III =1 =1 I PETER 'rrt II III—III III III—III III III—III II III III III—III III III=111_I A. wesNiNcroN II III—III ; III III III III=11 I� III IT_I III_III I �� HII II�IHT HILL HILI II�IIIIIII IIITIIIIIIIIIIIIIIIIIII�II I IIIIIIIIIIIITIII IIIIII�I I A REMODEL FOR: BUILDING SECTION-DEMOLITION CITY OF ARLINGT ON INNOVATION CENTER PHASE II L.J 404 NORTH OLYMPIC AVE SCALE: 1/4'-1'-0' ARLINGTON, WA NEW PVC MEMBRANE ROOF SYSTEM 98223 SEE ROOF PLAN AND WALL SECTION FOR ASSEMBLY NOTES — ——� � Z ) A FT/__TO 4 1NEW METAL ROOF PANELS EXIST.T6G ROOF DECKING 0/ GUTTERS/DOWNSPOUTS 2x10 JOISTS 0 16'O.C.TYP. SEE WALL SECTION T.O.PARAPET REMAIN / 0.PARPET FRAMING 14-' T.b.FRAMING 19'-3'A.F.F. INSTALL BREAK META I AT T. BEAM IT-4'A.F.F. WINDOWS ON NORTH Wt��4LL B.O.SOFFIT a,.. TO HIDE SHIMS i B.b.SOFFIT 104'A.F.F. T. .WINDOW 10'-0'A.F.F. ME HE\_\- 1FT' 17\1 I 3,_Q• 1 I New D Pe I STOREF ONT WINDOWS I PATCH ONC.HOLES I FROM R MOVAL OF METAL BARS I PAINT T MATCH EXIST. I 19-333.1 I I B.b.WINDOW 2'•8'A.F.F. RR BEAK OPEN OFFICE I T. .PIN.FLR.0'-0'A.P.P. REVISIONS: 09/29/21 BID SET/PERMIT SET I I=1 I I III I I I=1 I I I III I I I=1 I I III I I I—I I I=1 I I III I'•.III III I I I_I 11=1 I II III III=III III III=III III III—II I III III •. III III III=1 I I III III I I I�Tf=1 I I�J1� I III III : :. I I I_I I I� I I III I I I I I=11I III—I I I I III I .' I I I I I=1 I I I I III I II I I III-111II I II I II I II I II I III I I I I=1 I I I I II I II I I-1 I I I I II I I I I I BUILDING SECTION- PROPOSED SCALE: 1/4'-1'-0' REMOVE EXIST.METAL ROOFING ABANDON INTERNAL NEW PVC MEMBRANE ROOF SYSTEM SLEEPERS AND BUILT UP ROOFING g GUTTER SLOPE SEE ROOF PLAN AND WALL SECTION g A B A FOR ASSEMBLY NOTES SLOPE B DOWN TO EXISTING ROOF DECK A-3.0 ROOF TO WEST A-3.0 �v 1 SIDE --� 1 NEW ROOFING DE WEST SIDE --- EXIST.ROOF DECKING 0/ SIM. TO EWSR ROOF DECKING 0/ 5.0 $IM. TO 2x10 JOISTS 0 16'O.C.TYP. NEW GUTTER 2x10 JOISTS•16:O.C.TYP. SHEET TITLE: TO REMAIN __ _ TO REMAIN _ _ _ _ _ _ _ _ _ _/_ \ T.O.PARAPET 14'-B'A.F.F. / \ T.O.PARAPET 14'-8'A.F.P. / SLOPE_ I FIELD VERIFY / I FIELD VERIFY ELEVATIONS T.O.FRAMING 19'-9'A.F.F.I = _ _ _ _ _ _ _ _ _ _ =1= EXISTING MANSARD FRAMING REMOVE T.O.FRAMING 19'-9'AF.F. NEW METAL ROOF PANELS GUTTERS SECTIONS I I EXISTING METAL ROOF PANELS I, I, AND DOWNSPOUTS SEE WALL SECTION w T.O.BEAM 11'-4'A.F.F. w T.O.BEAM 11'-4'A.F.F. v REMOVE EXIST.GUTTERS/DOWNSPOUTS v I 8.0.BEAM 10'-8'A.P.P. B.O.SOFFIT 10'-G'A.F.F. 8.0.BEAM 10'-8'A.F.F. B.O.SOFFIT 10'-G'A.F.F. T.O.WINDOW 10'•O'AF.F. T.O.WINDOW 10'-0'A.F.F. T.O.WINDOW 10'-0'A.F.F. T.O.WINDOW 10'-0'A.F.F. 4 i i i i i i i i Ii 3,0 i i ZEE] i i i i Ii 3'O B.O.WINDOW 8'-0'A.F.F. I REMOVE EXIST.SOFFIT PANELS �, B.O.WINDOW 8'-0'AF.F. I I I v I I I ELIO, L BReA MET ATEEE EEFO I/- I W 9�N RTW L I I D SHIMS I I I I B.O.WINDOW 2'-8'A.F.F I B.O.WINDOW T-8'A.F.F. I Pic OPEN OFFICES I I OPEN OFFICES I I PROJECT ARCHITECT I I B.O.WINDOW V-3-1/2' T.O.FIN.FUR.0'-0'AF.F. . .FINISHED FL 0'-0' w T.O.FIN.FLR.0'-0'A.F.F. 0'-' Pic III�II III—I I - I II — — III—III— II- III-III III -III= —IIII III=III- III III=—EXIST.EXTERIOR CONCRETE =III —III- —IIII III III —III=11— EXIST.EXTERIOR CONCRETE PETER J CARLETTI II III—III III =1 III III- =III= —III—III II: —III- _III I SIDEWALK —III =III- _— = I SIDEWALK CHECKED BY III III `III III= III III— EXISTING FOOTING/ III III III III= III III <: — EXISTING FOOTING/ =11111 III - I =1 I STEM WALL IIIIIIII III I IIIIIIIIIIII=111 I STEM WALL JUNE 21, 2021 I I I I DATE RAWI GS 19-333.1 A BUILDING SECTION-DEMOLITION A BUILDING SECTION-PROPOSED COMPUTER FILE NAME SCALE: 1/4'-1'-0' SCALE: 1/4'-1'-0' COPYRIGHT 2021 CARLETTI ARCHITECTS.P.S. INSTALL PLYWOOD ON BACKSIDE OF EXIST. PARAPET FRAMING AND ON TOP AND DOWN FACE M.N.4' EXIST.CONC.WALL \ RUN MEMBRANE ROOFING UP ANGLED WALL AND TOP AND DOWN FACE OF PLYWOOD TYP.FLAT ROOF CONSTRUCTION 4 80 MIL PVCROOF MEM RA IE 0/ TYP.MANSARD ROOF CONSTRUCTION ]'HIGH DENSITY COVER BOARD 1R-2.51 0/ 24 GA.KYNAR STANDING SEAM METAL ROOF PANELS 0/ R-38 RIGID POLY-ISO INSULATION AVG.RWALUE �'HAT CHANNELS•18'O.C.0/ INSTALL IN MIN.(2)LIFTS EXISTING MANSARD FRAMING 0/ REVERSE AND STAGGER JOINTS C'aARLETTI ARCHITECTS P.S. (TOTAL R-VALUE R-38 AVERAGED INSULATION IS TAPERED) N HAT VENTED MS a 24'O.C.11F REQUIRED)0/ PROVIDE AND INSTALL TAPERED INSULATION NEW VENTED METAL SOFFIT LINER PANELS architecNre,planning,interior deign AS REQUIRED TO PROVIDE POSITIVE DRAINAGE RUN ROOFING UP AND OVER INSTALL OVER TOP OF VAPOR BARRIER 0/ 116 EAST FIR STREET U}} PLYWOOD ROOF SHEATHING TOP OF PARAPET SUITE A e STRUCTURAL FOR NEW SHEAR DIAPHRAGM)0/ CURB AND DOWN FACE MIN.9' EXIST.WOOD T&G DECKING 0/ MOUNT VERNON, WA. 98273 EXIST.2K1O'S 0/ �} BEND COPING FLASHING Q EXIST.GLU-LAM BEAM DOWN AND ONTO Phone: (5601 424-0394 BREAK METAL AS REQUIRED A-6.0 METAL R PANELS SEAL PER MANUF.RECOMMENDATIONS Fax: (360I1 424-5726 DUE TO CONCRETE SQUIRING AFTER T.O.EXIST.MANSARD FRAMING REMOVAL OF WINDOWS a 14'-8'A.F.F.F[ELD VERIFY MATCH EXIST.CONDITIONS PARAPET COPING/FLASHIN 1429 ATTACH TO CONT.CLEAT E $TERED BACKER ROD d SEALANT ITYPI ON BACKSIDE OF PARAPET HITECT CURB EXISTING MANSARD ROOF FRAMING j��j NO CHANGES REMOVE EXIST.METAL W/NEWROOF NMETALFIT PANELS ROOF PANELS 6 REPLACE PRo WPSHINGTDN VENTED SOFFIT LINER PANELS DRIP G FROM EXIST.CONC.WALL j i, METAL ROOF:PANELS j TO GUTTER BEND PANEL ENDS DOWN 6 SEAL SEAMS PER MANUF.RECOMMENDATIONS A REMODEL FOR: Q CITY OF ARLINGTON NEW ALUMINUM GUTTER MATCH EXIST.W/ INNOVATION CENTER PHASE II NEW 374'RECTANGULAR DOWNSPOUTS IN EXISTING LOCATIONS. 404 NORTH OLYMPIC AVE CONNECT DOWNSPOUTS TO ARLINGTON. WA STORM SYSTEM AS REQUIRED 98223 B0 EXIST.MANSARD FRAMING a 10'-S'A.F.F.FIELD VERIPY INSTALL PAINTED WOOD TRIM ON INSIDE FACE TO INTERSECTION W/ NEW STOREFRONT TO HIDE -- J-METAL RECEIVE EDGES AND CLEAN UP BREAK METAL TO VENTED METAL SOFFIT ALL WALLS/CORNERS MATCH STOREFRONT ATTACH LINER PANELS PER MANUF'S.RECOMMENDATIONS AT EACH END TYP. STOREFRONT WINDOWS 2 ATTACH PER MANUF. EXIST.EXTERIOR CONC.WALLS RECOMMENDATIONS A-5.0 PRESSURE WASH/CLEAN REPAIR SPALLING CONCRETE PRIME AND THEN PAINT W/ 12)COATS LATEX ENAMEL BREAK METAL TO 19-333.1 MATCH STOREFRONT ATTACH / PER MANUF'S.RECOMMENDATIONS REVISIONS: 09/29/21 BID SET/PERMIT SET STOREFRONT DOOR VERIFY OPENING WIDTH VERIFY STRUCTURE TO REMAIN BACKER ROD 6 SEALANT BACKER ROD 6 SEALANT BREAK METAL TO BREAK METAL TO MATCH STOREFRONT ATTACH MATCH STOREFRONT ATTACH PER MANUF'S. RECOMMENDATIONS PER MANUF'S.RECOMMENDATIONS 4 STOREFRONT @ LOBBY SCALE: 3'=1'-0 SHEET TITLE. ELEVATIONS SECTIONS INTERIOR DETAILS WINDOW PER EXIST.CONC.WALL SCHEDULE PRME/PAINT SHIM AS REQ'D ITYP) SHIM AS REQ'D ITYPI T.O.EXIST.CONC.SLAB F.F.� WINDOW PER BACKER ROD d SEALANT(TYPI- a SCHEDULE WINDOW PAN RUN OUT AND DOWN ONTO , FACE OF CMU Pic PROJECT ARCHITECT: EXIST.CMU WALL BACKER ROD d SEALANT ITYP) Pic DRAWN BY: EXTERIOR BREAK METAL AS REQUIRED PRIME PAINT DUE TO PETER J CARLETTI EXTERIOR INTERIOR REMOVAL OFCWINDOWS RETE LUNG AFTER CHECKED BY MATCH EXIST.CONDITIONS � a 4 E 21, 2021 DATE S\ARCH\19\DRAWINGS\19-333.1 a COMPUTER FILE NAME 3 CMU WINDOW SILL c 2 CONC. WINDOW JAMB c HEAD/SILL SIM. TO SCALE: 3. 1'-0 HEAD/SILL SIM. TO SCALE: 3' 1'-0• _ WALL SECTION 5 . 0 + ' SCALE: 1'-1'-0' COPYRIGHT 2021 CARLETTI ARCHITECTS.P5 CARLETTI ARCHITECTS P.S. architecture,planning,interior design 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone: 360 424-0394 Fax: 360 424-5726 NEW MANSARD COPING/FLASHING 142 REG STERED W/ DRIP EDGE BEND DOWN ONTO PVC MEMBRANE ROOFING OVER PARAPET COPING NEW PVC MEMBRANE ITECT NEW METAL ROOF PANELS CLOSE OFF FLASHING RUN DOWN CURB SEE 4/A-6.0 EXIST. STEEL KICKER AND FACE PAST THE NEW]' 1/A-5.0 FOR TYP.NOTES BRACING EXIST. MANSARD FRAMING ROOF DIAPHRAGM SHEATHING AND PAST EXISTING WOOD PETER NO CHANGES T&G DECKING E WOOD PLATE STATED VRSI@lGTDN EXIST. STEEL BEAM CANOPY FRAMING TYP. MANSARD ROOF CONSTRUCTION EXIST. LIGHT GAUGE FRAMING NEW 24 GA. KYNAR STANDING SEAM SLOPE t/FT. METAL ROOF PANELS 0/ A REMODEL FOR: 8' HAT CHANNELS 0 16' O.C. 0/ T.O.FRAMING CITY OF ARLINGTON EXISTING MANSARD FRAMING INNOVATION CENTER NEW BUILT UP BOX GUTTER NEW t RooF DIAPHRAGM SHEATHING 404 NORTH OLYMPIC AVE p ALUM. TO MATCH EXIST. EXISTING WOOD TEG DECKING �AR2LIINGTON, WA EXISTING CONCRETE WALL 8 23 NEW DRIP FLASHING CLOSE OFF EXISTING 2x1O ROOF JOISTS ENDS OF ROOF PANELS EXISTING GLU•LAM BEAM EXIST. STEEL SUPPORTS W/ EXIST. CANOPY FRAMING AND a EXIST. SOFFIT PANELS AND SOFFIT LINER PANELS B.O.BEAM MANSARD FRAMING PAINT EXIST. SOFFIT LINER PANELS CANOPY MANSARD/COPING � 2 SCALE: 1'=,'-o• &�_ OOF EDGE FLASHING SCALE: 1'=1'-0' NOTES: DIMENSION EXISTING CONDUIT/ � DIMENSION AS EXISTS AT SITE NOTES:' AS EXISTS ON SITE PIPE PENETRATION 1. REMOVE ALL LEAD AND EXISTING HOT PIPE 19-333.1 NOTE #2 OTHER FLASHING NEW SEALANT 1. FIELD FABRICATED PIPE FLASHING NEW STAINLESS ��NEW WATER CUT- NEW RAIN HOOD FOR USE WITH HOT PIPE, 120 DEG F tN TIC 2. TEMPERATURE OF PIPE (49 DEG C) OR HOTTER. STEEL o NEW WATER CUT-OFF MATIC CLAMPING RING MUST NOT EXCEED 120 DEG. D REVISIONS: ZL E SEAL F (49 DEG CI NEW STAINLESS STEEL CLAMPING RING 2. FLASHING MEMBRANE WRAPPED pp/29/21 BID SET/PERMIT SET NEW PVC NEW METAL COLLAR (SEE NOTE 3) AROUND PIPE SHALL HAVE MIN. 1-1/2' MEMBRANE 0/ AIR 3. PIPE SEAL MUST HAVE (4 CM) VERTICAL HOT AIR WELD NEW RIGID INTACT RIB AT TOP EDGE. MIN. 1-1/2' (4CMI x NEW FLASHING MEMBRANE INSULATION REGARDLESS OF PIPE HOT AIR WELDED3. TEMPERATURE OF DIAMETER. NEW HOT AIR WELD NEW PVC ROOFING MUST NOT EXCEED 120EDEG F COLLAR MIN. 1-1/2' E SEAM (49 DEG CI. (4 cm)I 4. PIPE SEAL DECK FLANGE 1/2' MIN. NEW RIGID INSUL. I MUST BE HOT AIR WELD MIN. NEW PVC AND COVER BOARD (13 mml ��xx�x OF 1-1/2' (4 CM). N w w 5. INSTALL A SECTION OF.. '�� w APPLY HEAT TO FLASHING _ PVC MEMBRANE OVER SEAM Q AND FORM BY HAND PRIOR ' Q INTERSECTIONS PRIOR TO NEW EDGE SEALANT > TO HOT AIR WELDING \ INSTALLING PRE-MOLDED PIPE SEAL. *MIN. 1-1/2' HOT AIR WELD NEW P.T NAILER THICKNESS EXISTING WOOD NEW 1' MIN. 1-1/2' MIN. AS REQUIRED PRE-MOLDED ROOF DECK BOOT EXISTING WOOD EXISTING R-21 ROOF DECK SHEET TITLE: BATT INSUL. EXISTING R-21 BATT INSULATION DETAILS 9 PLUMBING ROOF PENETRATION @ COLD PIPE 7 ROOF: PENETRATION @ HOT PIPE SCALE: N.T.S. SCALE: N.T.S. EXISTING NEW JOINT 0 BREAK RTU NEW OR METAL SECTIONS FOR NEW WEATHER CAP EXPJ CONTRACTION EXISTING ELECTRICAL CONDUIT EXIST.OR NEW NEW 24 GA.COPPER JOINT PRE-FAB CUR COVER•BREAK MTL. LOCATION PER PLAN MECH.UNIT M,NUF. COUNTER FLASHING 14'SECTIONS,SET IN BED P�' INSTALL NEW BOOT FLASHING ROOF MINIMUM A OVE OF SILICONE SEALANT ROOF DECK NEW BACKER ROD AND SLOPE TO $ � PER DETAIL 14/A•S.0 SEALANT TYP. INSIDE N PROJECT ARCHITECT: PARAPET TYP.ROOF CONSTRUCTION 04 TYP.ROOF CONSTRUCTION E OOF PLAN NOTES Pic Q � DRAWN BY: PETER J CARLETTI CHECKED BY: JUNE 16. 2021 O NEW 24 GA COPPER DATE'`O� 'U S\:ARCH\19\DRAWINGS\19-333.1 PARAPET CAP COMPUTER FILE NAME FLASHING ELECTRICAL CONDUIT NTU/EXHAUST CURBS A � 6 . 0 PARAPET COPING COPYRIGHT 2021 CARLETTI ARCHITECTS.P.S. + `7- SCALE: N.T.S. BOOT SCALE: 1'=1'-0' 1 T y P. SCALE: 1'=1'-0' DESIGN CRITERIA DIMENSIONAL LUMBER MANUFACTURED LUMBER MECHANICAL HARDWARE CONNECTORS ABBREVIATIONS: IN INCH LL LIVE LOAD o < CODE: INTERNATIONAL BUILDING CODE-2015 EDITION 1. MEET THE REQUIREMENTS OF PS 20-70 AND NATIONAL GRADING RULES FOR 1. PARALLEL STRAND LUMBER PSL IS 70 BE 2.0E PARALLAM MANUFACTURED BY 1. ALL MECHANICAL HARDWARE USED FOR CONNECTIONS ARE TO BE MANUFACTURED A BOLT ANCHOR BOLT MAX MAXIMUM ROOF: 25 PSF SOFTWOOD DIMENSIONAL LUMBER.ALL MEMBERS ARE TO BEAR THE STAMP OF THE ( ) A ADDITIONAL MECH MECHANICAL - 7RUSJOISi BY WEYERHAUESER OR ENGINEER APPROVED EQUAL. BY SIMPSON STRONG TIE OR EQUIVALENT HAVING A CAPACITY GREATER THAN OR All .F ABOVE FINISH FLOOR MFR MANUFACTURER w�w FLOORS: WWPA.MOISTURE CONTENT A7 THE TIME OF FRAMING IS 70 BE 19%OR LESS. EQUAL. ALT ALTERNATE MIN MINIMUM CORRIDORS/EXITS 100 PSF 2. LAMINATED VENEER LUMBER(EVE)IS 70 BE 2.0E MICROLLAM MANUFACTURED BY APPROX APPROXIMATE MISC MISCELLANEOUS o z PUBLIC AREAS 100 PSF 2. MINIMUM DIMENSIONAL LUMBER GRADES ARE TO BE 7RUSJOIST BY WEYERHAUESER OR ENGINEER APPROVED EQUAL. 2. ALL MECHANICAL CONNECTORS USED WITH PRESSURE TREATED WOOD ARE TO HAVE ARCH ARCHITECTURAL NS NEAR SIDE Z o N w o WIND: WALL STUDS 2x DF STUD GRADE A ZINC FINISH UNLESS NOTED OTHERWISE ON THE PLANS. BLKG BLOCKING NTS NOT 70 SCALE 0 BASIC WIND SPEED 110 MPH WALL PLATES 2x DF STANDARD GRADE BM BEAM O.C. ON CENTER 3. LAMINATED STRAND LUMBER(LSL)IS TO BE: > EXPOSURE B 2x Pi DF STANDARD GRADE B.0.0. BOTTOM OF OPENING PARA PARALLEL w _ Y"WIDE LSL 1.3E OR BETTER 3. FASTENERS ARE i0 MATCH MANUFACTURER'S SPECIFICATION,ALWAYS USE HIGHEST rc _ TOPOGRAPHICAL FACTOR,Kzt 1.0 PER PLAN AT CONCRETE 2 BTM BOTTOM PERP PERPENDICULAR w 3%"WIDE LSL 1.55E OR BETTER CAPACITY REQUIREMENTS. FASTENERS USED WITH ZINC COAT FINISH CONNECTORS BRG BEARING PSF POUNDS PER SQUARE FOOT SEISMIC: JOISTS 2x DF#2 ARE 70 BE HOT-DIPPED GALVANIZED CONFORMING i0 ASTM A153. FILL ALL BTW BETWEEN PSI POUNDS PER SQUARE INCH a U o SPECTRAL RESPONSE ACCELERATION, Ss 1.034 HEADERS BEAMS 4x, 6x DF 2 MANUFACTURED BY TRUSJOIST BY WEYERHAUESER OR ENGINEER APPROVED EQUAL. HOLES WITH FASTENERS AND DO NOT OVER DRIVE. / # CUR CLEAR PT PRESSURE TREATED SPECTRAL RESPONSE ACCELERATION, S1 0.369 POSTS 4x, 6x DF#2 4 CMU CONCRETE MASONRY UNIT RAP RAMMED AGGREGATE PIER - - SPECTRAL RESPONSE ACCELERATION, Sds 1.087 . MANUFACTURED I-JOISTS ARE 70 BE 7J1 SERIES MEMBERS AND SPECIFIED IN THE 4. THROUGH BOLT FASTENERS ARE 70 BE MACHINE BOLTS CONFORMING TO ASTM COL COLUMN REINF REINFORCING - - DRAWINGS MANUFACTURED BY 7RUSJOIS7 BY WEYERHAUESER OR ENGINEER CONC CONCRETE REQ'D REQUIRED SOIL SITE CLASS.Fa 1.087 3. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED STANDARD A307,GRADE A. NUTS USED WITH THROUGH BOLTS, THREADED RODS o o? o APPROVED EQUAL. CONE CONDITION SCHD SCHEDULE o w SEISMIC DESIGN CATEGORY D LUMBER.NAILS AND PLATE WASHERS IN CONTACT WITH TREATED LUMBER SHALL BE AND ANCHOR BOLTS SHALL BE AT LEAST FLUSH WITH THE TOP OF NUT. CONE CONNECTION SEC SECTION _=w HOT DIPPED GALVANIZED.ANCHOR BOLTS AND LAG SCREWS IN TREATED LUMBER SHALL WOOD SHEATHING CON CONSTRUCTION SF SQUARE FEET _ GENERAL CONDITIONS BE HUG OR ZINC COATED.PLAIN CARBON STEEL FASTENERS MAY BE USED WITH 5. JOISTS AND BEAMS SHALL BEAR FULLY ON THE CONNECTOR SEAT AND THE GAP CONi CONTINUOUS SIM SIMILAR ZINC-BORATE TREATED LUMBER. BETWEEN MEMBERS SHALL NOT EXCEED 1 8". w - - - 1. ROOF SHEATHING.MINIMUM THICKNESS PER PLAN. APA RATED,EXP-1 RATING, EDGE / DBL DOUBLE SPEC SPECIFICATIONS r - 1. THE CONTRACTOR SHALL VERIFY AND REVIEW ALL ITEMS WITHIN THE DRAWINGS PRIOR DIA DIAMETER STD STANDARD < TO PROCEEDING WITH THE WORK.NOTIFY THE ENGINEER/ARCHITECT IMMEDIATELY WITH 4. FOUNDATION SILL PLATES ARE i0 BE BOLTED 70 THE CONCRETE FOUNDATION WITH SEALED PANELS CONFORMING TO INDENTIIRCATION INDEX 32116 FOR SLOPES GREATER SPECIAL INSPECTIONS DIM DIMENSION S7L STEEL 0 ANY DISCREPANCIES. %"0 ANCHOR BOLTS EMBED A MINIMUM 7"OR%"0 MECHANICAL ANCHORS EMBED AS THAN 3/12 AND 40/20 FOR SLOPES 3/12 AND LESS. PROVIDE MINIMUM 1/8"CLEAR OL DEAD LOAD STRUC7 STRUCTURAL 6 - SPECIFIED ON DRAWINGS.PROVIDE A MINIMUM OF TWO BOLTS PER PLATE SECTION A BETWEEN PANELS 70 ALLOW FOR EXPANSION.NAIL 6 INCHES ON CENTER ALONG EA EACH SW SHEARWALL z 1. SPECIAL INSPECTIONS ARE 70 BE PERFORMED BY INDEPENDENT, JURISDIC710NALLY MAXIMUM OF 9"FROM THE PLATE END.MAXIMUM SPACING OF ANCHORS IS 70 BE EDGES AND 12 INCHES ON CENTER A7 INTERMEDIATE SUPPORTS, UNLESS NOTED EF EACH FACE 7HRU THROUGH 2. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK, THE APPROVED AGENCY IN ACCORDANCE WITH IBC SECTION 1703 AND PROVIDE THE . E ELEVATION TTOCOE TOP OF CONCRETE OTHERWISE. USE 8d COMMON NAILS CONSTRUCTION SHALL BE THE SAME AS FOR SIMILAR WORK. 4'-0".PROVIDE 0.229"x3"SQ. WASHERS AT ALL ANCHOR BOLTS. WASHER EDGES DUTIES AND RESPONSIBILITIES AS INDICATED IN SECTION 1704. ENN EDGE NAILING 70F 70P OF FOOTING MUST BE WITHIN Y"OF WALL SHEATHING. EQ EQUAL TO.O. TOP OF OPENING 2. FLOOR SHEATHING.MINIMUM THICKNESS PER PLAN. APA RATED STURD-I-FLOOR, EQUIP EQUIPMENT i0S TOP OF STEEL .2: M$ 3. DIMENSIONS ARE NOT TO BE SCALED FROM THE PLANS,SECTIONS, OR DETAILS WITHIN 2. A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL a EXP-1 RATING, TONGUE AND GROOVE EDGES CONFORMING 70 IDENTIFICATION INDEX 8 3 THE DRAWINGS. 5. SHOT PIN ATTACHMENTS FOR SILL PLATES ARE TO BE SIMPSON FASTENERS OR INSPECTION MUST BE COMPLETED AND SUBMITTED 70 THE BUILDING OFFICIAL UPON ES EACH SIDE 70W 70P OF WALL ., - � 48/24. PROVIDE MINIMUM 1/8"CLEAR BETWEEN PANELS 70 ALLOW FOR EXPANSION. a ` APPROVED ALTERNATE. SHOT PIN SIZES ARE AS FOLLOWS: COMPLETION OF PROJECT. EXIST EXISTING 7S TUBE STEEL E M 4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, NAIL AND GLUE 70 SUPPORTS. GLUE ADHESIVE IS i0 CONFORM i0 APA SPECIFICATION EXi EXTERIOR iYP TYPICAL >c> @ M METHODS, TECHNIQUES,SEQUENCE,AND PROCEDURES. AFG-01.NAIL 6 INCHES ON CENTER ALONG EDGES AND 12 INCHES ON CENTER AT 3. SPECIAL INSPECTION IS NOT A SUBSTITUTE FOR INSPECTION BY A JURISDICTIONAL FD FLOOR DRAIN U.N.O. UNLESS NOTED OTHERWISE o:: M ci n-q INTERMEDIATE SUPPORTS, UNLESS NOTED OTHERWISE. USE 10d COMMON NAILS. FDN FOUNDATION VERT VERTICAL N-'o PLATE EMBED INSPECTOR. W/ WITH in g g ii 5. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE REFERENCED THICKNESS MATERIAL SHOT PIN FF FINISH FLOOR BUILDING AND ALL OTHER REGULATING AGENCIES EXERCISING AUTHORITY OVER ANY LAYOUT PANELS 4. THE SPECIAL INSPECTIONS REQUIRED FOR THIS PROJECT ARE AS NOTED IN THE F FINISH GRADE WE WIDE FLANGE 2x CONC PDPWL-250MG FLFR FLUSH FRAMED WHS WELDED HEADED STUD PORTION OF THE WORK. 2x STEEL PDPAW-200 STAGGER PANEL PERPENDICULAR SUMMARY OF SPECIAL INSPECTION TO FRAMING, 7YP. . FLR FLOOR WTS WELDED THREADED STUD PANEL EDGE NAILING JOINTS, iYP. FT FEET W7 WEIGHT 6. SPECIFIC NOTES AND DETAILS IN THE DRAWINGS SHALL TAKE PRECEDENCE OVER AT DIAPHRAGM JOB SITE SAFETY PTO FOOTING WWR WELDED WIRE REINFORCING GENERAL NOTES AND SPECIFICATIONS. PERIMETER FR7 FIRE RETARDANT TREATED 6. BOLTS IN WOOD BEAMS SHALL NOT BE LESS THAN 7 DIAMETERS FROM THE END AND THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND/OR FS FAR SIDE 7. NOTIFY THE ENGINEER OF ALL CHANGES MADE IN THE FIELD PRIOR TO INSTALLATION. 4 DIAMETERS FROM THE MEMBER EDGE.PROVIDE STANDARD WASHERS FOR ALL NUTS _= GA GAUGE CONSTRUCTION REVIEW SERVICES RELATED 70 THE CONTRACTOR'S SAFETY PRECAUTIONS OR GALV GALVANIZED BEARING AGAINST WOOD. TO MEANS, METHODS, TECHNIQUES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM GLB GLUE LAMINATED BEAM FOUNDATION _ THE WORK. THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER SHALL NOT BE HDR HEADER 7. FASTEN ALL MEMBERS IN ACCORDANCE WITH IBC TABLE 2304.10.1, UNLESS NOTED _ - - CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR HGR HANGER €.SUPPORTED NAILING 1. FOUNDATION DESIGN PARAMETERS ASSUMED BY OWNER: OTHERWISE.PROVIDE MINIMUM 1Y"EMBED FOR ALL NAILS.NAIL SIZES ARE AS PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF THE WORK BY THE CONTRACTOR, HORIZ HORIZONTAL FOLLOWS: AT ALL. EDGED, H7 HEIGHT A. IBC SOIL SITE CLASSIFICATION..............D � PANEL EDGES SUB-CONTRACTOR OR ANY PERSON ON THE SITE. NAIL MIN.SHANK DIA. I.E. INSIDE FACE FIELD NAILING PANEL EDGE B. FOOTING BEARING PRESSURE................1,500 PSF 8d 0.131" AT INTERMEDIATE - - NAILING AT 10d 0.148" SUPPORTS, 7YP - -- ALL PANEL C. LATERAL EARTH PRESSURE: 16d 0.162" - EDGES Pg M . ACTIVE..............................................35 PCF BLOCKED oq9 of WASH DIAPHRAGM , IF NOTED 1p"f I+z r . PASSIVE............................................150 PCF Syp� o . COEFFICIENT OF FRICTION................0.30 8. HOLES AND NOTCHES IN WOOD MEMBERS ARE 70 BE LIMITED AS FOLLOWS: sP z E'^ ^ PER PLAN I, E q.oa: x 2. CSUSCR ONSID R L/3 UNBLOCKED PREPARATION,DRAINAGE PROVISIONS AND OTHER RELEVANT SOIL N HOLES IN THIS AR DIAPHRAGM FLAT 2x4 BLKG AT SUMMARY OF SPECIAL INSPECTION 7YP, U.N.O. ALL UNSUPPORTED � CONSIDERATIONS ARE TO BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. o, ct�RALEN� N o g PANEL EDGES ITEM INSPECTION REQUIRED REMARK �SSTONAL ECG 3. ALL FOUNDATIONS ARE TO BEAR ON COMPETENT NATIVE SOILS OR COMPACTED ROOF/FLOOR DIAPHRAGM NAILING VERIFY MEMBER SIZES AND PLACEMENT, AND BOLTED CONNECTIONS ARE REFER TO DRAWINGS STRUCTURAL FILL. STRUCTURAL FILL IS i0 BE COMPACTED i0 95%DENSITY PER o o SNUG-TIGHT; PERIODIC INSPECTION ASTM D-1557. 3. ROOF SHEATHING OVER STRUCTURAL ROOF DECKING. MINIMUM THICKNESS PER PLAN. STRUCTURAL PRE-TENSIONED BOLTS IN MOMENT FRAME DIRECT TENSION WASHER OR REFER i0 DRAWINGS STRUCTURAL STEEL N IMIT � RATING AND SPECIFICATION OF SHEATHING PER NOTE 2 ABOVE.ALIGN SHEATHING STEEL TWIST OFF BOLTS; PERIODIC INSPECTION JOIST B ON-SITE WELDING WITH STAGGERED JOINTS AS SHOWN IN NOTE 2 WITH LONG AXIS PARALLEL TO PERIODIC INSPECTION OF FILLET W EAM DECKING.ALL PANEL EDGES i0 ALIGN OVER 2x DECKING MEMBERS OR FRAMING WELDS%s'AND LESS 1. REFERENCE STANDARDS: LATEST EDITION OF THE AISC"CODE OF STANDARD MEMBERS BELOW DECKING. ALL PANEL JOINTS PARALLEL 70 DECKING 70 ALIGN OVER EPDXY OR PRACTICE FOR STEEL BUILDINGS AND BRIDGES". SINGLE 2x DECK MEMBER.PROVIDE STAPLE ATTACHMENT OF SHEATHING 70 DECKING MECHANICAL VERIFY INSTALLATION SIZE AND DEPTH; CONTINUOUS INSPECTION REFER 70 DRAWINGS OR FIELD z AT SIZE AND SPACING PER PLAN. STAPLES ARE 70 BE MINIMUM 16 GAUGE WITH A ANCHORS DIRECTIVES W w 2. MATERIALS: %e"MINIMUM CROWN WIDTH.INSTALL STAPLES SUCH THAT CROWNS ARE PARALLEL TO VERIFY NAIL SIZE,SPACING, SHEATHING TYPE AND BLOCKING FOR ALL � > BOLTS: (�J THE LONG DIMENSION OF FRAMING MEMBERS.ALL PANEL EDGE AND FIELD WALLS; PERIODIC INSPECTION REFER TO DRAWINGS STEEL TO WOOD -ASTM A325 z Q ATTACHMENT SPACING PER PLAN.PANEL EDGES AT 6"O.C.MAX AND FIELD WOOD 00 STEEL 70 STEEL -ASTM A3 Ai7ACHMEN7 Ai 12"BY 24"O.C.MAX.ALL STAPLES 70 HAVE 1Y<"MINIMUM EMBED FLOOR/WALL VERIFY NAIL SIZE,SPACING, SHEATHING TYPE AND BLOCKING FOR ALL w 0 STEEL TO CONCRETE -HEAVY HEX HEAD ASTM F1554 OR.36 MAX.HOLE DIA. REFER i0 DRAWINGS H- WOOD TO CONCRETE -ASTM F1554 GR.36 40%STUD DEPTH INTO 2x DECKING. DIAPHRAGMS FLOOR/ROOF DIAHRAGMS; PERIODIC INSPECTION 0 C� < W SHAPES: ASTM A992(Fy=50,000 PSI) 13/"FOR 2x4 s, NO MORE THAN VERIFY INSTALLATION OF HOEDOWNS; PERIODIC INSPECTION REFER TO DRAWINGS z Q a- >> TUBE STEEL: SQ/RECT-ASTM A500-10, GRADE B(Fy=46,000 PSI MIN) 2/e"FOR 2x6 T mg I TWO SUCCESSIVE > ROUND-ASTM A500-10,GRADE B(Fy=42,000 PSI MIN) DOUBLED STUDS J ARE ALLOWED 0 ALL OTHER STEEL: ASTM A36(Fy=36,000 PSI) Q z J Z STRUCTURAL STEEL WELDING MAX.NOTCH � z 0 0 25%STUD DEP7 H- %"FOR 2x4 z z 1. CONFORM 70 THE AWS CODES FIT AND D7.3.USE ONLY STATE CERTIFIED WELDERS. 1 j"FOR 2x6 w z 2. USE DRY E70 ELECTRODES. z HOLES ARE NOT � � � PERMITTED IN H- 0 3. WELDS ARE 70 BE I4 INCH CONTINUOUS FILLET WELDS UNLESS NOTED OTHERWISE IN SAME SECTION DBL STUD FOR HOLE CD THE DRAWINGS. AS NOTCH DIA. OF UP TO 60% z Q STUD DEPTH CONCRETE OR MASONRY ANCHORS 2Y"FOR 2x4 STUDS 33/e"FOR 2x6 1. MECHANICAL ANCHORS ARE TO BE EITHER SIMPSON STRONG-BOLT 2 OR SIMPSON Q 71TEN HD ANCHORS.ANCHOR SIZE AND EMBEDMENT IS AS SPECIFIED ON THE GLU-LAMINATED MEMBERS DRAWINGS OR IN THE FIELD. SHEET INDEX: CLIENT: Si -GENERAL NOTES 1. SINGLE-SPAN GLU-LAMINATED WOOD MEMBERS ARE TO BE DOUGLAS FIR,KILN DRIED 2. EPDXY FOR THREADED RODS OR REBAR INTO CONCRETE IS TO BE SIMPSON SET-3G. CARLETTI EPDXY FOR THREADED RODS OR REBAR INTO SOLID MASONRY IS TO BE SIMPSON SET. AND AITC SPECIFICATION 24F-V4,UNLESS NOTED OTHERWISE.MULTI-SPAN OR S2 -ROOF FRAMING PLAN&DETAILS DESIGNED BY: ROD OR REBAR SIZE AND EMBEDMENT IS AS SPECIFIED ON THE DRAWINGS OR IN THE CANTILEVERED GLU-LAMINATED WOOD MEMBERS TO BE AIEC SPECIFICATION 24F-V8, FIELD. UNLESS OTHERWISE NOTED.BEAMS ARE HAVE A 2,000 FT RADIUS CAMBER,UNLESS JN NOTED OTHERWISE. DRAWN BY: JH 2. MATERIALS MUST BE OBTAINED FROM AN AITC APPROVED FABRICATOR AND BEAR CHECKED BY: THE AITC STAMP. JJ DATE: 3. THE GLUE IS 70 BE A "WET-USE"ADHESIVE. AUGUST 13, 2021 SHEET NUMBER: IS RTU CENTER OF GRAVITY o�¢a MECHANICAL UNIT = AND CURB BY OTHERS m ATTACHMENT TO STRUCTURE - PER MANUFACTURER w x PROVIDE(4)%"0x6"MIN z g o w o x NEW 4x BEAM PER PLAN o MATCHING BEAMS FLUSH TO SHEATHING 5 z o w a a o AROUND OPENINGS w _ W/HUS48 HGRS NEW SHEATHING m - z=��< AND INSULATION ti o z a --- - PER PLAN � N N OPENINGS WHERE IIOCCURS PER RTU MFRf O 2 O 7 � w w� Y,"0x5"SDS LAG EA BOARD -- -- (2)2x RAFTERS TO REMAIN (Ai 6"Q.C.MAX) w T i 2'-10" ALIGN MECH UNIT AND OPENINGS INTO 4x BEAM, TYR o TO AVOID CONFLICTS AROUND OPENINGS =oa A ------- -------Li --------- --------------- o r a w o ------------------------ ROOF SECTION Z a m o a= S2 SCALE 3/4"=1'-0" M > °o m o 3 0 o o' lJ RN-i HGA70 EA SIDE E 2 650/j S2 TYP OVER BLKG WHEREQCURSAPER PLANM OVER UPPORT Ir o c c S2 (N)4x10 NEW BEAM PER PLAN n c M M v v BEAR FULLY OVER 4x6 BLKG in a ii i m i INSULATION NOT [CANTILEVER � SHOWN FOR CLARITY z vv z----- t1-- - 4`� r4 S2 � vvv 2 � J ii S2 (N)4x10 S2 _ HUS48 HGRS,TYP____ _________ �Nj4- HUC48 HGRS AT -� - CORNER CONDS ' • i y ----------- WV (6)16d THRU 2x INTO BLK (E W FULL DEPTH BLKG i BETWEEN RAFTERS w � � EA END OF BLKG AT NEW BEAM (N)4x10 L L RTU-2 r r C ET ROOF SLOPE 550/j -' ROUND BEAMS AS P2 (E)GLB TO REMAIN REQUIRED o 26'-0" " g M. Sg9'op wnl/yj+, �l � ROOF SECTION o ________ ________________ �`7 P C� ______ JL B -- SCALE 3/4"=i'-0" � � �3` � \/ an NEW 4x BEAM 4x10x6'-0"CENTER ON NEW BEAM PER PLAN W/A35 AT EA RAFTER EXISTING C PARAPETOP�go URALEN i0 REMAIN o cJ 4 W/HUS48 W/SD92112 SCREWS NEW 4x BEAM �S�%NAL ECG\ 4 �J HGR PER PLAN S2 WHERE OCCURS ROOF EDGE 3 4 NAILING PER PLAN J LLJ EXISTING ROOF FRAMING (E)2x10 RAFTERS AT 16"O.C. W/2x DECKING Q PROVIDE NEW'32"SHEATHING W W W/16GAx2"STAPLES AT 6"O.C. AND AT 12"O.C.FIELD EXISTING 2x w W/NEW SLOPED RIGID INSULATION, PLATE BELOW WATERPROOFING AND ROOFING PER ARCH (E)JOISTS AND DECKING Q oo� z (E)LEDGER BEAR NEW-- EW O m NOTES. TO REMAIN B 0 ER WALL z — Q W EA SADE EXISTING IO CONCRETE WALL Q Q 1. vvvv INDICATES NEW MECHANICAL UNIT AND MAXIMUM UNIT TO REMAIN WEIGHT. SIZE AND LOCATION ARE APPROXIMATE,REFER TO 0- O �vv MECHANICAL PLANS. ALTERNATE TYPICAL J z z 2 (E)INDICATES EXISTING MEMBER C z O O (N)INDICATES NEW MEMBER. 4 ROOF SECTION z — 3. CONTACT FOR IF EXISTING FIELD CONDITIONS ARE DIFFERENT THAN SHOWN. S2 SCALE 3/4"=1'-0" : z z (D � z o o o Q, CLIENT: CARLETTI DESIGNED BY: ROOF FRAMING PLAN JN S2 SCALE 114"= V-0" DRAWN BY: JIB CHECKED BY: ii DATE: AUGUST 13, 2021 SHEET NUMBER: S2 IN A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 02,TOWNSHIP 31 N.,RANGE 05 E.,W.M. ARLINGTON,WASHINGTON SHEET INDEX SHEETNUM SHEET TITLE .n C`1 OB 1 OF 5 COVER SHEET ER DIVISION ST W DIVISION ST... C-1.1 2 OF 5 EXISTING CONDITIONS, DEMOLITION & TESC PLAN " E �IVtSIST Sound Development Group ENGINEERING,SURVEYING BLAND DEVELOPMENT SERVICES C-1.2 3 OF 5 PROPOSED GRADING & SITE PLAN el _ N M-tVV—n WA 9e2�a afire 360-404-2010 C-2.0 4 OF 5 CITY OF ARLINGTON AND WSDOT DETAILS — SHEET REVISIONS: NO.DATE DESCRIPTION APPROVED C-2.1 5 OF 5 SPECIFICATIONS — -- — I LEGEND CALL 48 HOURS -——————- D7STNGRIWOFWAYLINE -- PROPOSED PROPERTY BOUNDARY R <! BEFORE YOU DIG ASBWT ROAD COVTERUNE -——————- PROPOSED ROAD RIGHT OF WAY _ = p- - -, 17, E 9 S77NG ROAD COWERUN£ - PROPOSED ROAD CENTER[lNf .r rn; 5 ¢ -. _ o 1.800.424.5555 f.V7S77NG PROPERTY LINE -- PROPOSED PROPERTY LINE(INTERIOR) o ESANG PROPERTY CORNER i PR0P0SED SIGN ' _ ;LJJ i z. —SO—SD— EUSTNG STORM DRAIN SD PROPOSED STEM DRAIN I - '-""'Q i - I © IXISANG TYPE 2 CB ® PROPOSED STORM CATCH BASIN TYPE 11 ._ gUj Or ❑ IXISANG TYPE I CB ■ PROPOSED SMW CATCYI BASIN I I '� W - € IXISANG SANITARY ER SS PROPOSED SANITARY SEVER x z y -' O fSANG SANITARY MANHOLE � PROPOSED SANITARY MANHOLE � I r -• j t R ` W Z ESANG WATERLINE • PROP09D SANITARY SEWER CLEANOUT i ( € j j r � � • W D4 BUSTING WATER VALE w PROPOSED WATERLINE D7STNG RRf HYDRANT K PROPOSED WATER VALVE r $ w z W a EXISTNG GAS LINE i '+. _ �1 O O� r�PROPOSED FIRE HYDRANT P ESANG POBERUN£ PROPOSED AIR-VAC RELEASE ASSEMBLY W -- - ESANG FfNCL71N£ PROPOSED BLOW-OFF AI Y .•l ;' I F ,• IXISANG EDGE OF ASPHALT UT PROPOSED UTUTY TRENCH = E .tea'_ • R ,N /�/ a v LVS77NG CURB&GUTTER c PROPOSED GAS UNEi�i ESANG CONR,ttf7E P PROPOSED POWERL/Nf EXIS77NG ASPHALT PROPOSED CURB AND GUTTER oI i PROJECT C a EXISTNG GRAVEL 0 PROPOSED CONCRETE _... I ! z ST� z . '-----2s--—------- DUSTING NG CONTOUR '- �PROPOSED A � ;3g �-..' ..`-.. �- SITE 0 PROPOSED GRAVEL `'�. _-.. . .� P ..... W ,47H STG.. -... ,._,.. -29— PROPOSED 9� BRK PR00 �fAKLINf .,... !I !I a � 7,.._..,.,,' � -... SWL PROPOSED SWALE LEGAL DESCRIPTION W MC MAHONS 1ST ADD TO ARL BILK 008 D-00 S 76FF OF LOTS 9 @ 1OE 1OFT OF S 76FF LOT 11 NO SCALE 1 µ' - £ j O LU SITE INFORMATION H SITE OWNER: CITY OF ARUNGTON -`NO U SITE PARCEL NUMBER: 005299OD800902 U SITE ADDRESS: 404 N OLYMPIC AVENUE;ARLINGTON,WA 98223 SITE ZONING: OTBD-1,OLD TOWN BUSINESS DISTRICT 1 w LU SITE AREA: 6970 SQ.FF. - 0.16 ACRE _ / ON-SITE PARKING: VICINITY MAP Tn p REQUIRED: 3 STALLS(1 STALL/400 SF-1,061 SQ FT/400=2.65) PROVIDED: 3 STALLS DIMENSIONS: WIDTH=9.5 FT,LENGTH=19 FT BASIS OF BEARING SEE SURVEY NOTES FROM METRON AND ASSOCIATES PLAN SETS. UTILITIES SERVING THE SITE CITY CONTACT OWNER: ENGINEER/SURVEYOR: HORIZONTAL DATUM $ARAH LOPEZ,COMMUNITY ENGAGEMENT DIRECTOR CRY OF ARUNGTON SOUND DEVELOPMENT GROUP,LLC SEE SURVEY NOTES FROM METRON AND ASSOCIATES PLAN SETS. WATER: SANITARY SEWER: 238 N OLYMPIC AVENUE PAT SEVERIN/JAY STANDISH \GY sS EMAIL'SLOPEZ®ARLINGTONWA.GOV 1111 CLEVELAND AVENUE,SUITE 2D2 CITY OF ARLINGTON CITY OF ARLINGTON PH: 3 D. 3. 98223 (360)403-3526 (360)403-3526 PH:ADDRESS: 3.3448 PH: 360.403.3421 MOUNT 60RNON,10 98273 aQ FIELD EQUIPMENT ADDRESS:ARaNGTON,WA 98P223 EM PH: 360.404.2010 pat6sdg-Ilc.com/jay6sdq-Ilccam SEE SURVEY NOTES FROM METRON AND ASSOCIATES PLAN SETS. GAS: POWER: CASCADE NATURAL GAS SNOHOMISH COUNTY PUD o� F RSTE'zE°Pc"�� ARCHITECT: EXISTING CONDITIONS SURVEYOR CONTACT:JIM HOBBS CONTACT:BRf:IT SMITH �S`SrOrypL ENG VERTICAL DATUM 360.336.3876 (360)435-7512 CAL TR EC.HHIIECTS TOEFRONN&ASSOCIATES,INC. SEE SURVEY NOTES FROM MEIRON AND ASSOCIATES PLAN SETS. PHONE 360.424.7701 307 N.OLYMPIC AVENUE,SUITE 205 EMAIL peter®carlettiarchitects.cam ARLINGTON,WA 98223FRO SCALE: NO SCALE TELEPHONE CABLE PHONE:360.435-3777 EARTHWORK QUANTITIES CONTACT:��DEAN DUPREE CONT 00 ACT BUSINESS SERV CES GROUP FAX: 360.435.4822 DRAWN BY: C.SEVERIN QUANTITIES HEREON ARE FOR PERMRTING PURPOSES ONLY.THE CONTRACTOR SHALL BE (360)653-5360 (877)824-2288 - RESPONSIBLE FOR ASSESSING THE EARTHWORK QUANTITIES FOR BIDDING PURPOSES. DESIGNED BY: P.SEVERIN CUT: APPROX.85 CY - DATE: 09.28.21 FILL APPROX.90 CY _ JOB NUMBER: 21062 DWG NAME: 21062PLN.DWG UNDERGROUND UTILITY NOTE SHEETNUMBER: UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE BASED ON SURFACE INDICATORS,UTIUTY MAPS �-�•O PROVIDED BY THE CLIENT,SKAGIT COUNTY,AND APS UTILITY SERVICE WAS ALSO USED FOR THOR LOCATION. 1 OF 5 IN A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 02,TOWNSHIP 31 N., RANGE 05 E.,W.M. ARLINGTON,WASHINGTON TESC PLAN LEGEND DEMOLITION NOTES ADAPTORSKIBT ,; TA IN TO WITHAL -. RETRIEVAL STRAP AS VARIES FASTING CATCH BASIN -� CODE SYMBOL DESCRIPTION 3"-5'OF GRATE as INDICATED 4°ALMA ASPHALT Di PROTECT IXISTING 6'OWN LINK FENCE AND SIGN. ® CONSTRUCTION ROAD STABILIZATION Dz PROTECT EXISTING 511E IMPROVEMENTS DURING DEMOLITION AND CONSIRUCTDN, �;T7777 INCLUDING BUT NOT DMIIED TO ON-SIZE SIDEWALK,STARS,RAMP,AND SF SILT FENCE OR(BMPC103)HIGH VISIBILITY FENCE AT LANDSCAPING. - '.r, y 'y`R.µ CESCL DISCRETION `C yu d ->f�'x '-' - ram.-, - Sound Develo ment Group ANY DAMAGE TO EXISTING IMPROVEMENTS SHALL BE REPAIRED AT THE T°" .>*�'• £H Yam' 3`': Y, 3 y, E ,i,>.'. I P P IP O INLET PROTECTION PER DETAIL AMA.TO BE INSTALLED ON CONTRACTWS EXPENSE. �� _ O -j' ^� .��5�^�'�`-'y+��...+ "','�` r y - ��. P.O.IB x 17,SURVEYING LAND DEVELOPMENT SERVICES ^3� >t ;' Y �' � `F3 ALL PROPOSED AND EXISTING CBI WITH OPEN GRATES i"!.„}` ,.,1 r* „{ ({�y „} 4..1 �. �, P. .Box 1705•1111 Cleveland Avenue Suite 202 UNINSTALL EXISTING RKE RAC(AND RETAIN FOR RDNSTAUADON WITH ® SAW CUT ® <'^ '# , PROPOSED CONCRETE Mount Vernon,WA 98273 Tel:380-404-2070 CONTRACTOR RESPONSIBLE FOR UTI N UTY BOX/METER PROTECTION AND I GEOTEXNLE FABRIC -- ® �--�► DUST CONTROL O — Trm—ITIi,il �_ SHEET REVISIONS: PROTECTION WRING DDAOLMON/CONSTRUCTION (� I(I NO.DATE DESCRIPTION APPROVED © �► RETAIN EXISTING VEGETATION O CONCRETE ISLAND TO BE REMOVED AND REPLACED,PROTEGE IXISTING ROOF III I.) I (�T I - �" —I—' — ® SUPPORT COLUMN OVERFLOW BYPASS SP STOCKPILE AREA FOR PEAK SfgiM GO NOT--RTO PROVIDE APPROVED TRAFFIC CONTROL PLAN VOLUMES UNDISTURBED MATERIAL 1. CLEAN DRAINAGE ROCK WITH PROTECTIVE LAYER OF FILTER FABRIC,EXTENDING 2.5' FORALL DEMOLITION,CONSTRUCTION AND OTHER ACTIVITIES T AND WEST FROM PERFORATED PIPE IN PLAN VIEW;TOP LAYER=1'THICK, NOTE:SILT FENCE SHALL BE INSTALLED IF WARRANTED BY SITE LOCATED IN THE STREET RIGHT-OF-WAY SEDIMENT FIS CONDITIONS AS DETERMINED BY THE PROJECT CESCL,ENGINEER OR THE GENERAL NOTES: ACCUMULATION BOTTOM LAYER=3'THICK CITY INSPECTOR.THE SILT FENCE SHALL BE PLACED AS REQUIRED TO 2. 6'PERFORATE)PVC PIPE,EXTENDING 20'TO THE NORTH OF THE CATCH BASIN AND PREVENT SILT LADEN RUNOFF FROM LEAVING THE SITE. 1. INSERT SHALL BE INSTALLED PRIOR TO CLEARING AND GRADING ACTMIT',OR UPON 14'SOUTH OF THE CATCH BASIN TBR TO BE REMOVED PLACEMENT OF A NEW CATCH WIN. CALL 48 HOURS Y. SEGMENT SHALL BE REMOVED FROM THE UNIT WHEN G BECOMES ONE THIRD FULL. EX INFILTRATION TRENCH SECTION e NOT TO SCALE 1. BEFORE YOU DIG 3. SEDIMENT REMOVAL SHALL BE AOOOMPUSEIED BY REMOVING THE INSERT,EMPMNG,AND 1.800.424.5555 RE-NSERDNG IT INTO THE CATCH BASIN. (BMP MD)CATCH BASIN FILTER GP DETAIL NOT TO SCALE 10 0 10 SCALE: 1" = 10' W NORTH Z OVZ 1- ~ M .6'CHAIN LINK FENCE 0.5� U ,�^ -�IXWE. Uj ,1 1 SET LEAD&TACK WITH BRASS WASHER SOUTH OF PROPERTY DALE I W a d' W F N CB RM=114.53 - O Z O O J EX.6'CHAIN LINK FENCE 0.4' EX.CONCRETE CURB s SOUTH OF PROPERTY DALE IE 4S W9O OY/S=113.23 I D7 a EX.BUSINESS ON 30 Y. O D1 O Q PRGTECT EXISTING IN TRENCH.SEE DETAIL 8-1.1; y, ; BR .:R; „ a.\ n REMOVE SURFACE ASPHALT .,1 W T •� h A COTIMTOt RESPONSIBLE FOR ANY DAMAGE TO EXISTING Tc --CB RI TUT 98 INFILTRATION FACILITY AS A RESULT OF THIS CONSIRUCION ,) o' IE 4-S,N,=113 88 a a ) T jCB RIM ,114.06 CONNECT EXISTING DOWNSPOUT TO EXISTING 4'STORM IP ° al (IE s"VI a t=112.33 .I .DRAM WITH SADDLE TEE AND FEMNGs PS REOUIREO TBR IXISDNG 6' f 62 UCH RIM 111'114119 ( ., °�/ CONCRETE a Nan ,r IE 6 E_ 1P.27 S ) 03 a' / a Q 114.87 / , A . ° `IX.DOWNSPOUT.` - a / IE RIM-110.3 ° 115.00 �15.i4 a.11$ - a IE 8'E=110.39 � J 4.61 a IX.GAS METER D4 --�' 4 a d a a I Z N - ( UNITS OF CONCRETE REMOVAL BUT DS�EX " h O D4RANTBR s a a - I a l.f" ICI \o a ( a IP ;SDMH RIM=114.78' N UMI1S OF CONCRETE REMOVAL A",PH�T:ITBR Al / TBR ° © - a so ZLU OEXISTING BUILDING ® I \/ ��h; a F — e ° _ Z EXISTING a a 1,067 SO.FT. I \\ k s a 0 _a. a " LR'NG 4" FIN.FLOOR ELEV.=115.40' .a IX.STREET DGHi/ RILL U BUILDING 'A-" CONCRETE ° 1153.. 11i0d � ./ ° � s °fir TBR T h I w Cq _ "fie �- /(. A'_ ANy NNhO 0 Z N -a EX POWER BOX L� !n O O —_'�Ta r______a �_b SID .a IX.WATER METER N W �I/ Ex`�TmC 6 f D2 ° /5�.(/ ns.os ,/ " CONCRE1t a EX POWER METER L. s e/ _ SAWCUT MD REMOVE AT JDM fB IX.SANITARY SEWER CLEWOUT(13H.114.82') 115.06 ® 11s0e a a EX CMS'LIMITS ,IWw� J IX,DOWNSPOUT .a Y/ 4 ig ° 115,06 a a ---- _ '—' 121ff5 OF CONCRETE REMOVAL - I I W LU Q T IJMffS OF CONCRETE ¢i j ( ' REMOVAL ..j lgT a I1�L4 Q1'.488 \TB R ° RAMP ,mil iBP IX.STREET LIGHT/H4ND POLE i �"j d'' a a.36a h f i '' N AVa.aa — __ \ �✓� oP� ' T TBR BR' a 1 a 1®a _A L ' ? 0 BR -i-E`>.•E==-_-_. -__1 .,, - _ 1 QA e T 1 a A q 1 a FC2226 ASTEREO 30�` SDMH RIM=113.30' SET LEAD$TACK WITH BRASS WASHER �, I SS/ONAL ENO w i REMWE EDITING RAMP AND REMOVE EXISTING ONVEWAY AND $DEWAIX WITHIN SAW CUT LIMTIS � SIDEWAlI(WRHN SAW CUT DNffS IX.WATER METER 8"DI IE RIM=109.9 I w SCALE: i"=10' SSMH ----"�sD IE 8"S=109.49 w w DRAWN BY: C.SEVERIN SDMH RIM=113.28 j RIM=113.48' �—"-""s0---__��_� � $ w W so DESIGNED BY: P.SEVERIN q N 5D s0 50 DATE: 09.28.21 JOB NUMBER: 21062 � SDMH RIM 114.29 o sO 3 DWG NAME: 21062PLN.DWG I = N Soil SHEET NUMBER: SDMH RIM=114.85' ' C-1.1 2OF5 IN A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 02,TOWNSHIP 31 N., RANGE 05 E.,W.M. ARLINGTON,WASHINGTON FILL W/CONC. MOUND FOR POSITIVE RUNOFF 4'THICK CONCRETE IN All NON-DRMNG ASPHALT SECTION AREAS AS INDICATED• 2 1/2'(1/21 HOT MIX ASPHALT(HMA) 6'THICK CONCRETE IN ALL -� • IEVEU AS NG BASE COURSE, REGARD) DRIVING AREAS AS INDICATED 1/4'1HK SR PIPE SEE conaEETE CROSS SECTION _ Sound DeVelO ment Grou 1 2 DENT,FOR CONCRETE SECITO p P PAINT BRIGHT YELLOW Ly 1%YIN.OR j ENCVNEERING SURVEYING&TARO DEVELOPMENT SERVICES AS INDICTED Jy_ P.O.Box 1705•1,11 Cleveland Avenue,Suite 202 SLOPE VlldEs Mount NI—WA 98273 Tel:360404-2010 / /\/.\�. / /\�/�\ '•b AS INDICATED ;CONOEIE I$UNlIX�'.•;Y \�\\ \ 6.® T SHEET REVISIONS: 3 M NO.GATE DESCRIPTION APPROVED GENERAL NOTES: \� 1. All ASPHALT SHALL BE 1/2'HOT MIX ASPHALT CONFORMING TO SECTION 5-04 OF THE 2D12 STANDARD SPECIFICAnONS,COMPACTED TO A \ \ \ ' \ V MN,GRAVEL BORROW ODMPACIED MINIMUM OF 91%RICE DENARY WHERE PROPOSED ASPHALT ABUTS EXISTING ASPHALT,THE EXISTING ASPHALT SKU TE SAW CUT FULL DEPTH CRUSHED LEVELING BASE COURSE,AS N®ED. n. TO 95R ai MAX.DENARY. AND TACK COATED IMMEDUTELY BEFORE PAVING. ALL SURFACE JOINTS SHALL.BE SEALED WITH AR 4000 W AND SAND,APPLIED WITH HEAT. \ .\ •\ \ COMPACTED TO 95%OF MAX.DENSITY. "• 8• 2. CRUSHED LEVELING 845E COURSE,AS REQUIRED,SHALL CONFORM TO SECTION 9-M.9(3)OF THE 2012 STAMM SPECIFICATIONS,COMPACTED 1. CRUSHED LEVELING BASE COURSE,AS NEEDED,SHALL CONFORM TO SECTION 9-03.9(3)OF THE 2012 GENERAL NOTE: TO A MINIMUM O 95%MAXIMUM DENSITY IN ACCORDANCE WITH ASIN D-1557 TESTING. ALL CRUSHED LEVELING SHALL BE SPRAYED WITH SOIL STANDARD SPECIFICATIONS,COMPACTED TO A MINIMUM OF 95%MAXIMUM DENSITY IN ACCORDANCE WITH AREAS NOT ADJACENT TO PROPOSED CONCRETE AS INDICATED ON THE SIZE PUN SHAH NOT HAVE ASTM D-1557 TESTING. ALL CRUSHED LEVELING SHAH BE SPRAYED WITH SOIL RESIDUAL HERBICIDE A -'.•• .•.•• CONCRETE A TICKETED CONCRETE EDGE AND SNAIL R CONSTRUCTED AS INDICATED. THE CONCRETE ISLAND RESIDUAL HERBICIDE A MAXIMUM OF 24 HOURS PRIOR TO PAVING,ACCORDING TO SECTION 5-04.3(5)D OF THE 2012 STANDARD SPECIFICATIONS. MAXIMUM OF 24 HOURS PRIOR TO PAVING,ACCORDING TO SECTION D WITH SOIL OF THE 201E STANDARD I SHALL BE CLASS J000. CALL 48 HOURS 3. THE EXCAVATED SUBGRADE SHALL BE FREE OF TOPSOIL,ORGANICS,AND OTHER DELETERIOUS MATERIAL.COMPACTED TO A MINIMUM OF 95% SPECIFICATIONS. •"•• MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D-1557 TESTNG PREPARED CONFORMING TO SECTION 2-06.3(1)OF THE 2012 STANDARD 2. THE EXCAVATED SUBGRADE SHALL BE FREE OF TOPSOIL,ORGANICS,AND OTHER DELETERIOUS MATERIAL, BEFORE YOU DIG SPECIFICATIONS COMPACTED TO A MINIMUM OF 95%MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D-1557 TESTING, r PREPARED COFORMING TO SECTION 2-06.3(1)OF THE 2012 SIANDNA SPECIFICATIONSA u, 1.800.424.5555 NEW CONCRETE ISLAND DETAIL Be CONCRETE ISLAND DETAIL Op �� NOT TO SCALE 1• TYPICAL SITE PAVEMENT SECTIONS // 1 NOT TO SCALE 1. FIXED STEEL BOLLARD DETAIL eIce NOT TO SCALE 1. I, NOT TO SCALE 1• W OVZ HV f' ZJ HW 2-1/Y 5' " W SET LEAD 3 TACK WITH BRA55 WASHER 1-i/Y R 1 21/Y R Z O ~ a N a I of d ` CONNECT EXISPNc DOWNSPOUT TO EXISTING 4"STORM \— NEW ASPHALT a ' I aTH 4 6' 1OJ . _( DRAIN WITH SADDLE TEE AND FTITINGS AS REQUIRED ! .7YS _ NEW CONCRETE,,: ° a a. a Z .Q INSTALL 1'WEEP HOLE y�J q TH OF �RWOI JOINT ° ° _ AT LOW SPOT IN CURB • a K\ d 1 SEE MECHANICAL PLANS FOR a t a UNDERGROUND POWER CDNDUR DEFALS _ d _ ° _ C' a 4.75 ST(L__ \L • a I'•'. a ------��� _ _ a _ �/a .. ,., 1- 4 _ so a °•.4 .a ,r I�' INSTALL ORIOMA.BIKE RACK FWSH WITH I 1'R .a 4 i'R d -j ,;,, M it__- sD'"` •.a's-1.'. .. �' o E70511NG CONCRETE SIDEWPIN CURB - !'e�yS S2 ° a d ;^ .� v O .%•'tr'• APPLY EPDXY 1 . '>. : •i \ /. O° 1 CEMENT BEFORE a 4s "' e s ° • •: INSTAWNG CUR a" ,y EX DOWNSPOUT Cp 4 • C..1}` Y. IX.G45 METER .. ..a'.:. 4 Ol FITS IIIIIIIS ° ••�' JOINT$SHALL R PACED A110'INTER VALS JOINTS�E IX.ROOF INERNAJt.. -. 6.CONCRETE—• SHALL BE OUT VERTICALLY AND TO A DEPTH OF 5 INCHES. Q RJ d \`... "a'•• NG_AREA a d DRM EXTRUDED CONCRETE CURB DETAIL Q,a • • • d Z NOT TO SCALE 1. O %# ° s EXISTING BUILDING 4c CONCRETE- 3 � a EXISTING ° ao a p RASE CB To 1,067 SQ.Fr. \r.NON-DRIVING AREA',' c Q W BUILDING / FINISH GRADE C2 FIN.FLOOR ELEV.=115.40' 1 �. T. .A 4 e ° ° d EX.STREET LIGHT/HA POE W a �# 4. LU ' w IX vI _ 13 . a ° S`4 .POWER BOX ° •; ' . ..°•. N ', ° iXq 11475 •.� '•�� .a EX WATER METER /O EX.POWER METERCANOPY UNI a ii - - , d° ,a � �_ q jd • e� ''�• � III I 3 0 IX SANITARY SEWER CLFANOUT(ELEV.114.82') (�7A1� �(SJ ° IX' TS EX DOWNSPOUTeD O1JVY'p' v I� a i 1 �\. <. S SEE DEDL D 1 2 FOR ISLAND REPI/CENELR DELALL G a v 'STAIRS _ -�- �¢' T�_ ° vl•, °:.•., PROTECT IXISRNG ROOF SUPPORT COLUMN 3. ., vy__� � 3 I ��I � ,.�� \RAMP--► ". n II I G�F�SF CONSTRUCTION NOTES I` EX STREET LIGHT/HAND PIXIE • - __ • ° 3 C� PROTECT OWING 6'CHAIN UNIX FENCE AND SIGN,PROTECT ROOF SUPPORT COLUMN 'II 11 - 6w, 9 a oPL opL 4 ®Q — @INSTALL PRECAST CONCRETE CURB STOPS 2.5 FT FROM BUILDING FACE FOR THE •`'a e {—I ,"a - NORTHTWO STALLS AND 3 FT FROM BUILDING FACE FOR THE SOUTHERN MOST STALL ;P 2z26 p 4� d 1 a • -t -� 3 - 7 a a } ° N C3 NEW ASPHALT INSTALLATION STOPS AT THE WEST PROPERTY LINE,MATCHING EXISTING 0 S /sTE0.F'O�d4' ELEVATION OF CONCRETE 3bNAL EN SET LEAD 3 TACK WITH BFA55 WASHER SRK PROPOSED SEE CEMENT CONCRETE DRNEWAY Nso ENTRANCE TYPE 2 ON PAGE C-20 SEE SIDELYNI(DETAL R-170 ON SOUL PROPOSED WALE SWALE NE NI FOR DEALL PAGE C-2.0 AND MATCH EXISTING I YA EX WATER METER SCALE: 1"=10' so---____ SCOPoNG PATTERN � SEE SIDEWALK DEAN.R-170 ON _ CONTRACTOR TO PROVIDE APPROVED TRAFFIC CONTROL PLAN �--"--- PAGE C-20 AND LATCH IX6 B•ITNG DI FOR ALL DEMOLITION,CONSTRUCTION AND OTHER ACTIVITIES SCORING PATTERN �W W LOCATED IN THE STREET RIGHT-OF-WAY DRAWN BY: C.SEVERIN DESIGNED BY: P.SEVERIN DATE: 09.28.21 P - ---� --50 aD -So JOB NUMBER: 21062 s DWG NAME: 21062PLN.DWG II \ 10 0 SHEETNUMBER: 10 SCALE: 1" = 10' T C-1.2 a 3 sa NORTH I 30F5 IN A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 02,TOWNSHIP 31 N., RANGE 05 E.,W.M. ARLINGTON,WASHINGTON 1/2'x 4'FULL DEPTH \ 1 1/2'R EXPANSION JOINT EVERY \I (TYP 2Pu 30'.ALIGN EXPANSION JOI 5.5' III h DUMMY JOINTS IN CURB V-Gft00VE 1/2'R - WITH JOINTS IN SIDflNAl1X 1/4'DEEP _ 10' V�ROOVE ) 2% 1'R 2 1/2' S'-I- 2 1/2' 1 4•DEEP L�*' I a d• 1/YXYJ NT J• DUMMY JOINT 1'R - �• J 15 C/C 2 x 1 1//Y Sound Development Group 1'R OUMMfY,16ryT 12" ENGINEERING.SURVEYING&LAND DEVELOPMENT SERVICES (TYP 2PL) 15 C1 a 2' d A P.O.Box 1705•1111 Gil Avenue,Suite 202 PAVEMENT 1' D CUT .III g MGuntV.-n.WA 96273 Tel:360dD4-2010 ^7, �_ SHEET REVISIONS: NO.DATE DESCRIPTION APPROVED AS j $PEQIFIED 1/2'x 1 1/z' FULL DEPTH CURB S CUTER /a BARS EXPANSION JOINT EVERY 30' SEE NOTE 9VIEWS 1' EXTRUDED CEMENT CONCRETE CURB PLAN 1 18' sTYPICAL TYPICAL SECTION I /z'.1 1/2' NOTE 7 BELow) . DUTYPICAL(SEE MMY JOINT 2% CEMENT CONCIR CALL 48 HOURS ���15 TMPE 1 CDET L G BEFORE YOU DIG r-D r'-o r-o 1 0 SEE sD DETAIL R-1m M' 1.800.424.5555 2'CRUSHED SURFACING NOTES: TOP CWRSE,COMPACTED 85X DENSITY 1. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. ce TYPICAL SECTION 2. WNW JOINTS SHALL BE PLACED 15 FEET ON CENTERS.DUMMY JOINTS SWILL BE 1/2'x 1-1/2'. W NOTES: 3. THRU JOINTS SWILL BE PLACED ADJACENT TO CATCH BASINS,INLETS AND AT POINTS OF TANGENCY ON /3 BARS CUT/SAWED JOINT CEMENT CONCRETE CURB STREETS,ALLEY AND DRIVEWAY RETURNS.MAXIMUM SPACING SHALL.BE W FT.PRE-MOLDED JOINT 1. SIDEWALKS SHALL BE A MINIMUM OF 4'THICK,AND SHALL BE CLASS 3000 CEMENT CONCRETE,WITH!AIR FILLER SHALL BE 1/2"WIDE AND CONFORM TO A/SHTO DESIGN M213. ENTRAINMENT(MIN 4.5X-MAX 6.5%). N SPACING OF ANCHOR BARS 4. ALL JOINS SHALL BE CLEAN AND EDGED. 2. FULL EXPANSION JOINTS SHALL GENERALLY PLACED TO MATCH THOSE NA PLACED IN ADJACENT CURB g Z W� COTTER,WITH MAXIMUM SPACING OF 30 FEET,T,FINAL SPACING DETERMINATION SHALL BE DECIDED BY THE 5. CONCRETE SHALL BE CEMENT CONCRETE,CUSS 3000. INSPECTOR IN THE FIELD. e. STEEL FORMS ONLY SMALL BE USED ON TANGENT SECTIONS.WOOD FORMS MAY BE USED ON CURVED NOTES: 3. SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN 951E OF MAXIMUM DENT SECTIONS. 1. DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15'ON CENTER THRU JOINTS SMALL BE PLACED ONLY 4. SIDEWALK SHALL BE AT LEAST 6'THICK IN DRIVEWAYS. 7. FINISH SHALL SE LIGHT BROOM FINISH. O AT POINTS TANGENCY ON STREET All"AND ORIVEVNY RETURNS AND WHERE THRU JOINTS OCCUR IN 5. THE FINISHED SIDEWALK SHALL BE SPRAYED WITH A TRANSPARENT CURING COMPOUND COVERED BY B. THE FINISHED CURB SHALL BE SPRAYED WITH A TRANSPARENT CURING COMPOUND AND COVERED BY Z O O / THE PAVEMENT BLAB. �- WATERPROOF PAPER OR PLASTIC SHELLING IN THE EVENT OF RAIN OR OTHER INCLEMENT WEATHER.CURING WATERPROOF PAPER OR PLASTIC MEMBRANE IN THE EVENT OF RAIN OR OTHER INCLEMENT WEATHER. 2. CONCRETE SFW.L BE CLASS 3000 OR OOMMERCPL WITH AIR-ENTRAINMENT. TIME SHALL BE FOR A MINIMUM OF 72 HOURS. CURING TIME SHALL BE A MINIMUM OF 72 HOURS. d [,L 3. AT THE CONTRACTOR'S OPnON CONCRETE CURBS MAY BE ANCHORED TO THE SIDE OF EVER'JOINT,OR BY B. ALL JOINTS SHALL BE CLEANED AND EDGED WITH AN EDGER HAVING A 1/4-RADIUS. 9. ALL CURB AND GUTTER SHALL BE PLACED ON A MIN OF 2'OF CRUSHED SURFACING TOP COURSE r` Q USING AN ADHESIVE. THE ADHESIVE SMALL MEET THE REQUIREMENTS OF SECTION 9-20 OF THE Q v WSDOT/APWA STANDARD SPECIFICATIONS FOIE TYPE 1 EPDXY RESIN. 7. SIDEWALKS ARE TYPICALLY 5'WIDE,WIDER SIDEWALK MAY BE REQUIRED BY THE CRY. 10.DUMMY JOINT 1/2'x 1 1/2•BETWEEN TYPE 1 CURB AND GUTTER AND THE SIDEWALK. O�.CY DA ow I�d819�lY 0I P0ffilC iIOH� STANDARD DEAL O�KY aF a.r as"UMIRAT of PIaUJC troT� STANDARD DEAIL D�Y S,, w DBABT1mAT or 1NBLC m® STANDARD D IN O Y� ..wn .anti STANDARD DETAILS NUMBER mrn7>a STANDARD DETAILS NUMBER s/a/s STANDARD DETAILS NUMBER ? n lT LADED CONCRETE CURB R-200 V�z CEMENT CONCRETE smRlrvx R-170 V,R�E � CEMENT CONCRETE CURB AND R-180 Ltry G'1 Ltry G'1 C7xG'f GUTTER TYPE 1 VARIES(SEE CONTRACT) BROOMED (SEE NOTE 1) VARIES(SEE CONTRACT) FINISH(TYP.) CEMENT CONE.PEDESTRIAN CURB(TYP.) 3/8"ON)EXPANSION JOINT(TYP.)- FINDS M(TYP.) (WHEN SPECIFIED IN CONTRACT)^ SEE NOTE 1) DRIVEWAY SEE STANDARD PLAN F-00.10 ( ENTRANCE BE STANDARD PLAN F-10.12 SIDEWALK 3B"(IN)EXPANSION JOINT (TYP) - 3" (TYP.)-SEE STANDARD CEMENT CONE.SIDEWALK CEMENT CONCRETE L (Ty PLAN F10 SIDEWALK ■ P.) MATCH SIDEWALK WIDTH (SEE CONTRACT) Z Z W JI JI (SEE CONTRACT) a lY U r 3 a C W 7 � H PLAN VIEW CEMENT CONCRETECURB DRIVEWAY W CEMENT CONCRETE AND GUTTER(SEE NOTE 5'-0" 2'-B. TAPER ITYP.) 2 O LL y TYPE 1 CURB AND GUTTER DRIVEWAYENTRANCE O•- ALUMNUM OR CAST LNG CO NOTES (iVP.) (TYP.) PLAN VIEW SIDE SLOPE(TYP.) (/O (SEE NOTE 3) FIN;TI(9RT VALVE CASING 1.When the driveway width exceeds I&(R),construct a full depth TYPE 2 COVER OR EQUAL W MAX.SEE NOTE e) VARIES 1S MAX.SEE NOTE expansion joint with 318"(in)joint filler along the driveway,centerline. 1/2"I O2•- THREADED PVC PIAIG W/TXS COUPLING ` GRADE (TYP.) (SEE CONTRACT) (TYP) See$18ndard Plan F-30.10.Construct expansion joints parallel ROADWAY GUTTER EN ® > Q O- UO SHALL BE Rl15Il WITH THE BREAK GRACE GRADE BREAK Swithea St ceard PIe as required at 15'(ft)maXlmum spacing When AND CURB,OR SEE - BREAK NOT STEEPER THAN (SEE CONTRACT) (SEE CONTRAC FINISHED ASPHALT OF CONCRETE a ROAD GRACE ** " driveway widths exceed 30'(ft). coNTRACT PLANS ELEVATION "' •'' 2. See Standard Plan F30.10 for sidewalk details. I/E"(IN)R.(TYP) •••••'••': •:•Lr✓..,:...• •,:.1.:':'•'•' * DEPRESSED CURB AND Oq•- PVC STAND PIPE Q PEDESTRIAN RAMP ••• •••• •• •PEDESTRIAN RAMP 3' Curb and Gutter shown;see the Contract Plans for the • - - b Z GUTTER(SEE NOTE 3) 1 curb design specified.See Standard Plan F-10.12 for O•- 45 DEGREE BEND CEMENT CONCRETE o Curb Details. ••••• r ••:::I•t.: O O SIDEWALK 3/8"(IN)EXPANSION JOINT(TYP.)- DRIVEWAY • ©•- PVC 45 DEGREE (TYP.) SECTION O SEE STANDARD PLAN F-30.10 4.Avoid placing drainage structures,junction boxes (SEE NOTE 7) SIDEWALK Or other obstructions in front of drivewayentrances. DRIVEWAY RAMP SANITARY WYE 3RS'(IN)EXPANSION JOINT ROD LIP BETWEEN O O7•- 2'2 PVC STUB Roaownv GUTTER 5.Where"GRADE BREAK"is called out,the entire length of the SEE STANDARD PLAN F-00.10 SECTION C SEE CONTRACT) (SEE CONTRACT) AND CURB(OR SEE line between the two adjacent surface planes shall be flush. O8•- PVC CAP OR PIPE AS /-A - (;1 L' F 12"(IN)R. CONTRACT) M. The Pedestrian Ramp length is not required to exceed15 feet LEGEND DICTATED BY PLANS \/ 8 7 © FLOW OF (TYP) DEPRESSED CURB (unless otherwise shown in the Contract Plans).When applying SLOPE IN EITHER DIRECTION O�- COMPACTED SAND ) Q o (SEE iNTRACT) - ' m AND GUTTER the 15-foot max length(measured from back of sidewalk)the - - a RECOMMENDED1,5%OR FLATTER(SEE NOTE 3) running slope of the pedestrian ramp is allowed to exceed 8.3%. Ye DESIGNRFORMWORK(22-A AX. FOR • •••' "r Use a single constant slope from bottom of ramp to top of TT DRIVEWAY RAMP• • • ••. •• ramp to match into the sidewalk over a horizontal distance 1F* 7.5%OR FLATTER RECOMMENDED FOR �OW 32226 of 15 feet. DESIGNIFORMIWORK(8.3%MAX) �. PO Rp IXRIVEWAY 3/8"(IMNDARDEXPANS PUN N JOINT )^ (SEE NOTE 6) GRSTEP 2 (SEE NOTE 7) SEE STANDARD PLAN F-00.10 7, Beyond limits shown.Pay item does not include driveway. As ••SIDE SENR BEDDING SHALL BE BUCKSHOT OR PEA GRAVEL SSIONAL ERG` c SECTION O See Contract Plans. •MATCH PIPE SIZE SHOWN ON PUN. "CEMENT CONCRETE DRIVEWAY _ ENTRANCE TYPE 2"PAY LIMITS"CEM to Ai u ENTENT RAN TYPE CONCRETE DRIVEWAY PAY LIMITS O FOR RAMP(LENGTHS GON JOINT REATER THAN B--U''PPROMDE PUN 10 0"�8�t0f BSB``O t{� .. CONTRACTION JOINT EQUALLY SPACED 4'-0"MIN.OC. Bg/ORAL SCALE: NO SCALE CLEANOUT DETAIL WITHIN ASPHALT OR CONCRETE AREAS A DRIVEWAY DRAWN BY: C.SEVERIN (SEE NOTE 7) DRIVEWAY NOT TO SCALE (SEE NOTE 7) CEMENT CONCRETE DESIGNED BY: P.SEVERIN DRIVEWAY ENTRANCE DATE: 09.28.27 CL.4000 CONCRETE CL.4000 CONCRETE ', TYPES'1,2,3,&4 PER STANDARD SPEC.e-06.3 PER STANDARD SPEC.8-06.3 STANDARD PLAN F-80.10-04 JOB NUMBER; 27062 SHEET I OF$SHEETS APPROVED FOR PUBLICATION SHEET NAME: 27062PLN.DWG SHEET NUMBER: Areoaox6wxffA ISOMETRIC VIEW ISOMETRIC VIEW TYPE 1-PAY LIMITS TYPE 2-PAY LIMITS C-2■O 40F5 IN A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 02,TOWNSHIP 31 N.,RANGE 05 E.,W.M. ARLINGTON,WASHINGTON GENERAL CONSTRUCTION NOTES BASE THAT IS REQUIRED TO ACCOMMODATE THE COUNTYS SIGNS. CITY OF ARLINGTON 12. TO PREVENT WATER OR DEBRIS FROM DISCHARGING INTO THE CITV5 EXISTING \ 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE 2016 STANDARD SPECIFICATIONS 2. ALL STRIPING SHALL CONFORM TO WSDOT SECTION 8-22 AND THE CITY OF ARLINGTON'S GENERAL CONSTRUCTION NOTES: STORM DRAINAGE NOTES: SEWER SYSTEM,THE CONTRACTOR SHALL INSTALL A PLUG IN THE CONNECTION / FOR ROAD,BRIDGE,AND MUNICIPAL CONSTRUCTION AS PREPARED BY WASHINGTON STATE REQUIREMENTS. MANHOLE OR AS DIRECTED BY THE CITY INSPECTOR.THE PLUG SHALL NOT BE - DEPARTM ENT OF TRANSPORTATION AND THE AMERICAN PUBLIC WORKS ASSOCIATION I. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT EDITION OF THE 1. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE REMOVED UNTIL THE SEWER IS ACCEPTED BY THE CITY. (WSDOT/APWA),HEREIN REFERRED TO AS THE-STANDARD SPECIFICATIONS".REFERENCES 3. PARKING SIGNS SHALL BE INSTALLED FOR THE HANDICAP ACCESSIBLE STALLS,AND ARE WITH THESE APPROVED PLANS AND CITY STANDARDS AND SPECIFICATIONS.ANY ,"# WILL BE MADE TO THE STANDARD SPECIFICATIONS MANUAL AND THE STANDARD PLANS BOOK LOCATION AT THE HEAD END OF EACH STALL. CITY OF ARLINGTON PUBLIC WORKS STANDARDS AND SPECIFICATIONS,AND THE DEVIATION FROM THESE PLANS WILL REQU IRE PRIOR APPROVAL FROM THE 13. ALL SEWER LINES SHALL MAINTAIN A MINIMUM OF IO FEET HORIZONTAL ' r F CURRENT EDITION OF THE WASHINGTON STATE DEPARTMENT OF OWNER,THE CITY ENGINEER,AND OTHER APPROPRIATE PUBLIC AGENCIES. CLEARANCE AND AMINIMUM OF 18 INCHES VERTICAL CLEARANCE FROM WATER TRANSPORTATION(WSDOT)STANDARD SPECIFICATIONS FOR ROAD,BRIDGE,AND '` LINES.SEE STANDARDS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS 2. EXISTING UTILITIES HAVE BEEN TAKEN FROM AVAILABLE FIELD AND OFFICE RECORDS.THE 4. PAINT STRIPING SHALL BE APPLIED FOR ROAD MARKING.PAINT APPLICATION SHALL CONFORM MUNICIPAL CONSTRUCTION.A COPY OF THESE DOCUMENTS SHALL BE ON SITE AND ALTERNATIVES. CONTRACTOR IS RESPONSIBLE FOR UTILIZING THE ONE-CALL UTILITY LOCATE SERVICE, TO SECTION 8-22.3(3)OF THE 2016 STANDARD SPECIFICATIONS.STANDARD STALLS SHALL BE DURING CONSTRUCTION. 2. ALL PIPE MATERIALS SHALL MEET THE REQUIREMENTS OF THE CITY STANDARDS 1 SOD4245555,A MINIMUM OF TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION.DAMAGES STRIPED WITH FOUR-INCH WIDE WHITE PAINT.NO PARKING/ACCESS AREAS SHALL BE STRIPED AND SPECIFICATIONS.ACCEPTABLE STORM DRAINAGE PIPE MATERIALS INCLUDE " TO THE EXISTING UTILITIES RESULTING FROM THIS CONSTRUCTION SHALL BE REPAIRED BY AND WITH A 4 INCH WIDE WHITE PAINT AT A 45 DEGREE ANGLE TO THE PROPOSED STRIPING AT ONE IT THE SOLE RESPONSIBILITY OF THE DEVELOPEFUCONTRACTOR TO OBTAIN CONCRETE,PVC,HDPE,AND DUCTILE IRON.CORRUGATED METAL PIPES 15. PI PE BEDDING SHALL BE IN ACCORDANCE WITH THE CITY OF ARLINGTON AT THE CONTRACTOR'S EXPENSE.THE CONTRACTOR SHALL VERIFY ANY POTENTIAL UTILITY FOOT ON CENTER ASINDICATED.CROSSWALK MARKINGS SHALL BE HOTAPPLIED 2' S Sound Develo ment Orou GRADING PERMIT,RIGHT-OF-WAY PERMIT.AND UTILITY PERMITS,FROM THE CITY. (GALVANIZED ALUMINUM OR STEEL)ARE NOT ACCEPTED BY THECITY.ALL PIPE STANDARD AND WSDOT STANDARD SPECIFICATIONS. MINUS P P CONFLICTS PRIOR TO CONSTRUCTION. THERMOPLASTICS,REFLECTORIZED,IN ACCORDANCE WITH SECTION B-22 OF THE 2018 JOINTS MUST HAVE GASKETS AND SHALL BE WATER TIGHT UNLESS OTHERWISE MANUFACTURED CLEAN PEA GRAVEL IS THE REQUIRED BEDDING MATERIAL.ALL ENGINEERING,SURVEYING d NAND DEVELOPMENT SERVICES STANDARD SPECIFICATIONS(CMVES 3.181). ALL REQUIRED PERMITS FROM OTHER AGENCIES MUST ALSO BE OBTAINED BY THE DIRECTED BY THE CITY. PIPE SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION.THIS SHALL INCLUDE P.O.Bm 1705.1111 Cleveland Avenue,SuNe 202 DEVELOPER/CONTRACTOR. NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION 3. THE CONTRACTORTO SHALL MAKE DAILY EFFORTSOWNER,ENGINEER,AND IN A NEATECITY AND ORDERLY MATERIALS AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MourM1 Vemon,WA 98273 Tel:380-4042010 CONDITI RING THE RSATISFACTIONENT.ICONS THE OWNER, DURING RAJ Y WEATHER ARLINGTON 5. BE NS MOO ON SITE SHALL BE INSTALLED OUTSIDE DIAMETER E ER GALVANIZED STEEL ON THE POSTS. POSTS SIGNS SHA SHALL 3. T PE S, DING EXCEPT SHALL BE DING MATERIAL MINUS CRUSHED GRAVEL FOR ALL PIPE ENGINEERING DEPARTMENT.IF CONSTRUCTION OCCURS DURING RAINY WEATHER CONDITIONS, BE MOUNTED ON TWO INCH OUTSIDE DIAMETER GALVANIZED STEEL POSTS.POSTS SHALL BE 3. PRIOR TO ANY CONSTRUCTION ACTIVITY,THE DEVELOPER/CONTRACTTR SHALL TYPES,EXCEPT DUCTILE IRON.BEDDING MATERIAL FOR DUCTILE IRON PIPE SHALL MATERIAL D UNIFORM GRADE DENSE ENTIRE OF THE PIPE WILL BE SHEET REVISIONS: THEREBY CAUSING DEBRIS TO BE TRACKED ONTO THE EXISTING ASPHALT,THE CONTRACTOR SET A MINIMUM OF TWO FEET INTO THE GROUND IN A CONCRETE-FILLED BASE WITH A SEVEN SHALL ATTEND HEDULENSTRUCT-CONSTION CONSTRUCTION CITY.THE CONMEET THE REQUIREMENTS OF THE CITYS STANDARDS AND SPECIFICATIONS SUPPORTED BVA UNIFORMLY DENSE UNYIELDING BASE. SHALL SCHEDULE THE ARE-CONSTRUCTION CONFERENCE BY CALLING(360) NO.DATE DESCRIPTION APPROVED SHALLCONSTRLOT A QUARRY SPALL ROADWAY 20-FEET WIDE BY 100-FEET LONG MINIMUM.THE FEET OF CLEARANCE BETWEEN THE BOTTOM OF THE SIGN AND THE FINISHED GRADE. 4033500.PRIOR TO SCHEDULING,THE CONTRACTOR MUST SUBMITAND RECEIVE (CHAPTER4). CONTRACTOR IS RESPONSIBLE FOR DAMAGES TO EXISTING IMPROVEMENTS RESULTING FROM APPROVAL FOR THE TRAFFIC CONTROL PLAN,CITY PERMITS,TEMPORARY EROSION 16. THE CONTRACTOR SHALL COMPACT TRENCH BACKFILL WITHIN THE CITY THIS CONSTRUCTION. 6. ACCESS PARKING SPACE SYMBOL SHALL BE WHITE WHEN APPLIED TO ASPHALTAND AND SEDIMENT CONTROL PLAN,PERFORMANCE BOND,COPY OF OTHER AGENCY 4. ALL TRENCH BACKFILL IN AREAS OF PAVEMENT OR STRUCTURAL LOADING SHALL RIGHT-OF-WAY TO AT LEAST 90 MAXIMUM DRY DENSITY FROM THE BOTTOM OF SURROUNDED BYA BLUE BACKGROUND WITH A WHITE BORDER WHEN INSTALLED ON CEMENT PERMITS,A COPY OF THE CONTRACTOR'S LICENSE,AND PROOF OF INSURANCE BE COMPACTED TO AT LEAST 95%OF THE MAXIMUM DRY DENSITY.ALL OTHER THE TRENCH TO A DEPTH OF TBELOW THE SURFACE.THE TRENCH BACKFILL MUST 4. DURING ALL PHASES OF CONSTRUCTION,THE CONTRACTOR SHALL SWEEP AND REMOVE ALL CONCRETE SURFACES AND SHALL CONFORM TO SECTION 8.22.1 OF THE 2016 STANDARD COVERAGE. AREAS SHALL BE COMPACTED TO AT LEAST 90%OF MAXIMUM DRV DENSITY. BE COMPACTED TO AT LEAST 95%MAXIMUM DENSITY WITHIN TOF THE SURFACE. DEBRIS TRACKED ONTO THE EXISTING ROADS.FAILURE TO KEEP ROAD FREE FROM DEBRIS OFF SPECIFICATIONS AND STANDARD PLAN M-24.6D-02. ASPHALT MUST BE COMPACTED TO MEET THE REQUIREMENTS ON THE PLANS.ALL EXISTING ROADWAY MAY CAUSE WORK STOPPAGE.THE CONTRACTOR SHALL ALSO WATER THE 4. A COPY OF THE APPROVED CONSTRUCTION PLANS MUST BE ON THE JOB SITE S. ALL PIPE SHALL BE PLACED ON STABLE EARTH.IF IN THE OPINION OF THE CITY COMPACTION TESTS ARE AT THE DEVELOPER'S EXPENSE. SITE(IF REQUIRED)TO REDUCE CONSTRUCTION DUST. WHEN CONSTRUCTION IS IN PROGRESS. INSPECTOR,THE EXISTING TRENCH FOUNDATION IS UNSATISFACTORY,THEN IT SHALL BE EXCAVATED BELOW GRADE AND BACKFILLED WITH GRAVEL BEDDING 5. AT ALL TIMES,TRAFFIC LANES SHALL BE MAINTAINED ON EXISTING ROADS.TEMPORARY AND STORM SEWER 5. ALL SITE WORK SHALL CBE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED MATERIAL TO SUPPORT THE PIPE. WATER SYSTEM CONSTRUCTION NOTES: PARTIAL ROAD CLOSURE SHALL BE APPROVED BY THE CITY OF ARLINGTON ENGINEERING,FIRE, 1. THE FOLLOWING MATERIALS ARE ACCEPTABLE FOR THE STORM SEWERS IDENTIFIED ON THE PLANS.ANY DEVIATION FROM THE APPROVED PLANS WILL REQU IRE PRIOR CALL 4"OURS AND POLICE DEPARTMENTS PRIOR TO CONSTRUCTION.DURING CONSTRUCTION WITHIN THE PLANS: APPROVAL FROM THE OWNER,THE CITY ENGINEER,AND OTHER APPROPRIATE 6. LOT DRAINAGE SYSTEMS,STUB-OUTS AND ANY DRAINS BEHIND THE SIDEWALK I. ALL WORK SHALL BE IN ACCORDANCE WITH THE APPROVED PLANS AND CURRENT RIGHT-OF-WAYS,THE CONTRACTOR SHALL PROVIDE ALL LABOR,MATERIALS,AND EQUIPMENT PUBLIC AGENCIES. MUST BE INSTALLED AS REQUIRED PRIOR TO SIDEWALK CONSTRUCTION. EDITION OF THE CITY OF ARLINGTON STANDARDS AND SPECIFICATIONS.ANY BEFORE YOU DIG FOR TRAFFIC CONTROL AND CONSTRUCTION WARNING/CONTROL SIGNS. A. PVC PIPE(POLYVINYL CHLORIDE)OVER 8"IN DIAMETER SHALL CONFORM TO SECTION STUB-OUTS SHALL BE MARKED WITH A Z'X4"WITH 3 FEET VISIBLE ABOVE GRADE CHANGES TO THE DESIG N REQU IRE CITY APPROVAL. 9-05.12(2)MEETING THE REQUIREMENTS OF ASTM D3034,SDR35.PVC PIPE B'IN DIAMETER AND 6. ALL OF THE LOCATIONS OF THE EXISTING UTILITIES SHOWN IN THE PLANS HAVE AND MARKED"STORM'.LOCATION AND DEPTH OF THESE INSTALLATIONS SHALL BE 1.800.424.5555 6. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL,STATE,AND FEDERAL REGULATIONS UNDER SHALL CONFORM TO SECTION 9-05.1(5)OF THE STANDARD SPECIFICATIONS MEETING BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS SHOWN ON THE AS-BUILT PLANS SUBMITTED TO THE CITY. 2. ALL MATERIALS SHALL CONFORM TO THE CITY STANDARDS AND SPECIFICATIONS CONCERNING DISPOSAL OF MATERIALS.ALL ASPHALT,CONCRETE,BRICK,AND STRUCTURES THE REQUIREMENTS OF AASHTO M 294 TYPE S. AND SHALL THEREFORE BE CONSIDERED APPROXIMATE AND NOT NECESSARILY AND SHALL BE APPROVED BY THE CITY PRIOR TO DELIVERY TO THE JOB SITE. REMOVED FROM THIS SITE SHALL BE DISPOSED OF IN AN APPROVED SITE OBTAINED BY THE COMPLETE.IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO 7. ALL CATCH BASINS SHALL BE TYPE I UNLESS OTHERWISE SHOWN ON THE PLANS MATERIAL SUBMITTALS ARE REQUIRED AND MUST BE APPROVED PRIORTO CONTRACTOR. B. CORRUGATED POLYETHYLENE PIPE(CPP)SHALL HAVE A SMOOTH BARREL INTERIOR, INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS. AND APPROVED BY THE CITY.THE USE AND INSTALLATION OF INLETS IS SCHEDULING A PRE-CONSTRUCTION CONFRERNCE. CORRUGATED EXTERIOR,CONFORMING TO SECTION 9-05.1(7)MEETING THE REQUIREMENTS i DISCOURAGED. 7. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND APPLYING FOR ALL PERMITS OF AASHTO M294. 7. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL CASTINGS AND UTILITIES 3. WATER MAINS SHALL BE CEMENT-LIN ED DUCTILE IRON PIPE CLASS 52 UNLESS ASSOCIATED WITH THIS CONSTRUCTION,NOT OBTAINED BY THE OWNER AND/OR ENGINEER. DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES B. ALL CATCH BASINS WITH A DEPTH OF 5 FEET(RIM TO INVERT)OR GREATER SHALL OTHERWISE APPROVED BY THE CITY. Uj C. PROFILE WALL PVC STORM PIPE IS"AND UNDER SHALL CONFORM TO SECTION 9-05.12(2)OF LOCATE SERVICE(1-800-4245555 OR 011)AT LEAST 48 HOURS PRIOR TO BE TYPE 2 CATCH BASINS EQUIPPED WITH 3/4-INCH DIAMETER SAFETY MANHOLE H THE STANDARD SPECIFICATIONS,MEETING THE REQUIREMENTS OF AASHTO M304 SDR35.ALL 8. THE ENGINEER SHALL BE IMMEDIATELY NOTIFIED PRIORTO CONSTRUCTION IF ANY FITTINGS SHALL CONFORM TO ASTM F 794.ALL PIPES SHALL HAVE GASKETED JOINTS. CONSTRUCTION. STEPS OR MANHOLE LADDER PER CITY STANDARD DETAILS. 4. ALL SERVICE LOCATIONS SHALL BE FIELD APPROVED BY THE CITY PRIOR TO DISCREPANCY IN PLANS AND EXISTING CONDITIONS IS DISCOVERED. S. INSPECTION AND ACCEPTANCE OF ALL WORK WILL BE ACCOMPLISHED BY INSTALLATION. /w 27.STORM CATCH BASINS AS INDICATED ON THE PLANS SHALL CONFORM TO CITY OF ARLINGTON REPRESENTATIVES OF THE CITY OF ARLINGTON.IT SHALL BE THE CONTRACTOR'S 9. ALL GRATES SHALL BE MARKED'OUTFALL TO STREAM-DUMP NO POLLUTANTS'. Z W _ P 9. THE CONTRACTOR SHALL STOCKPILE CLEAN,NATIVE TOPSOIL MATERIALS,FREE OF SOD AND ENGINEERING DEPARTMENTAND: RESPONSIBILITY TO COORDINATE AND SCHEDULE APPROPRIATE INSPECTIONS, ALL SOLID COVER S HALL BE MARKED"DRAIN'.ALL CATCH BASINS AND MANHOLES 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE UNDERGROUND UTILITIES BY DEBRIS LARGER THAN TWO INCHES,TO BE USED AS FILL IN THE PROPOSED LANDSCAPE AREAS. ALLOWING PROPER ADVANCE NOTICE.THE INSPECTOR MAY REQUIRE REMOVAL SHALL BE EQUIPPED WITH LOCKING FRAMES AND LIDS OR GRATES PER CITY CALLING ONE-CALL UNDERGROUND UTILITY LOCATOR(1.800-424-5555)48 HOURS O L I_ THE CONTRACTOR SHALL STOCKPILE EXCESS NATIVE MATERIAL ON THE SITE AS DIRECTED BY BURLINGTON CATCH BASIN PER CUZ CONCRETE CB DETAIL AND REPLACEMENT OF ITEMS THAT DO NOT MEET CITY STANDARDS OR WERE STANDARD DETAILS. PRIOR TO CONSTRUCTION. r V THEOWNER.EXCESS AND UNSUITABLE NATIVE MATERIAL SHALL BE DISPOSED OF BY THE TYPE I CATCH BASIN PER WSDOT STD PLAN B5.20-01 CONSTRUCTED WITHOUT INSPECTION. F CONTRACTOR AT AN APPROVED DUMPSITE RETAINED BY THE CONTRACTOR DEBRIS AND TYPE IL CATCH BASIN PER WSDOT STD.PLAN B5.40-01 I 10. ALL GRATES LOCATED IN THE GUTTER FLOW LINE(INLET AND CATCH BASIN)SHALL 6. ADEQUATE TRENCH SHEETING AND/OR SHORING SHALL BE PROVIDED BY THE H- � Z A W W STRUCTURES SHALL BE REMOVED FROM SITE AND DISPOSED AT AN APPROVED DISPOSAL SITE TYPE 2 CATCH BASIN PER WSDOT STD.PLAN B-10.20-01 9. THE CONTRACTOR SHALL KEEP THE ON-SITE AND OFF-SITE STREETS CLEAN AT ALL BE DEPRESSED 0.1 FOOT BELOW PAVEMENT LEVEL. CONTRACTOR AS REQUIRED BY OSHA AND WISHA. U O RETAINED BY THE CONTRACTOR. CATCH BASIN STD.CATCH BASIN THRU CURB GRATE PER WSDOTSTD. LAN B-25.2D-01 THESE TE PER WSDOT STD.PLAN B-30.50-01 TIMES STREETSS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVA CLEANING WITH A SWEEPING AND/OR VACUUM TRUCK L FRIOM THE NG OF w r 17. THE CONTRACTOR SHALL BE RESPONSIBLE VERB TO GRADE ALL MANHOLE,INLET 7. THE PIPE SHALL BE INSTALLED BY FOLLOWING THE FINISHED GRADE PROFILE Of Z O W LL 19 � 10. ALL PORTIONS OF THE SITE UNDER THE PROPOSED ASPHALT SHALL BE EXCAVATED TO EXPOSE ALL CATCH BASINS SHALL HAVE MINIMUM 2-FOOT SUMP UNLESS OTHERWISE INDICATED. CITY INSPECTOR AND CATCH BASIN FRAMES AND GRATES/COVERS TO GRADE JUST PRIOR TO CURB WHEREVER POSSIBLE.THE DEPTH OF COVER SHALL BE TYPICALLY 36 INCHES(3 � - 19 T ANON-ORGANIC MATERIAL SUITABLE FOR CONSTRUCTION.THE SUBGRADE SHALL BE INSTALLATION AND/PAVING. FEET),AND MAY BE UP TO 60 INCHES IS FEET)WITH THE APPROVAL OF THE CITY d ` + PREPARED CONFORMING TO SECTION 2-06.3(I),AND COMPACTED TO A MINIMUM OF 95% IFSUBGRADE CONDITIONS ARE SOFT BELOW PROPOSED STRUCTURES,THE FOUNDATION SHALL 10. THE CONTRACTOR SHALL MAINTAIN TWO(2)SETS OF'AS-BUILT-PLANS SHOWING ENGINEER.WATER MAINS UNDER THE STATE(OR COUNTY)HIGHWAYS SHALL MEET r MAXIMUM DENSITY WITH A MINIMUM TEN-TON SELF-PROPELLED VIBRATORY ROLLER.ANY BE OVER-EXCAVATED TWO-FEET BELOW THE STRUCTURE,AND THREE FEET FROM THE SIDES OF ALL FIELD CHANGES AND MODIFICATIONS.IMMEDIATELY AFTER CONSTRUCTION THE MINIMUM COVER DEPTHS REQUIRED BY WSDOT(OR SNOHOMISH COUNTY. THE STRUCTURE,AND BACK-FILLED WITH MECHANICALLY COMPACTED 24'QUARRY SPALLS.ALL COMPLETION,THE CONTRACTOR SHALL DELIVER BOTH COPIES OF RED_LINED 12. ALL RETENTION/DETENTION FACILITIES SHALL BE INSTALLED AND IN OPERATION at a EXCAREAVATED INDICATEPEDWITUMPING,UNSTABLE,OR FOUR-INCHYIELDING QUARRY SOONDIONSSH TO KOVER STRUCTURE JOINTS MUST BE GASKETED. PLANS TO THE CITY.THE CITY WILL FORWARD ONE OF THE COPIES TO THE DESIGN PRIOR TO,OR IN CONJUNCTION WITH,ALL CONSTRUCTION ACTIVITY,UNLESS * N EXCAVATED AND REPLACED WITH TWO INCH TO FOUR-INCH QUARRY SPALLS.STOCKPILED OTHERWISE APPROVED BY THE CITY. 8. PIPE JOINT DEFLECTIONS SHALL NOT EXCEED ONE-HALF OF PIPE MATERIAL SHALL BE PROTECTED FROM OVER-SATURATION BY RAINFALL OR PONDED WATER. ENGINEER. MANUFACTURERS RECOMMENDED MAXIMUM DEFLECTIONS.BENDS MAYBE a FINAL GRADED CONDITIONS SHALL BE RAKED TO REMOVE ALL DEBRIS LARGER THAN ONE-INCH 28.ALL PVC PIPE CONNECTIONS SHALL BE MADE TO STRUCTURES USING PVC SAND COLLARS. REQUIRED TO MAINTAIN PROPER WATER MAIN ALIGNMENT WITHIN EASEMENTS OR O FROM THE SURFACE. TESC NOTES: 73. MAXIMUDETENT ON/RETR TIONDEPTH PONDS WITH SIDE SLOPES ALLSTEEPERBENCLOSED EDWITH WITH A PUBLIC RIGHT-OF-WAY. 29.UPON YMUD EDINSIlON FALL PIPES TO THE TORM BASIN ES.THEUSING KNOCKOUT AREA SHALLNCRETE BE MAXIMUM TIED CHAIN LINK FENCER THAN 3FEET SHALL BE ENCLOSED WITHA NEATLY MUDDED INSIDE AND OUT OF THE CATCH BASIN USING A NON-SHRINK CONCRETE GROUT. VINYL COATED CHAIN LINK FENCE. 11. ORGANIC MATERIAL AND NON SUITABLE NAIVE MATERIAL DISCOVERED DURING SUBGRADE 1. APPROVAL OF THE TEMPORARY EROSION/SEDIMENT CONTROL(TESC)PLAN DOES 9. WATER MAIN SHALL NOT BE PLACED UNDER SIDEWALK,CURBS,GUTTERS,OR ANY EXCAVATION AND SITE PREPARATION SHALL BE ENTIRELY REMOVED AND DISPOSED OF BY THE 30.UPON COMPLETION OF ALL CRUSHES TOP COARSE GRADING AND PREPARATION FOR ASPHALT NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR STORM DRAINAGE W) CONTRACTOR AT THE CONTRACTORS EXPENSE. PAVING,ALL CATCH BASIN STRUCTURES SHALL BE CORRECTLY ADJUSTED SO AS TO.BE FLUSH .DESIGN. 14. SIO-FILTRATION SWALES AND/OR FILTER STRIPS SHALL BE CONSTRUCTED,BEDDED PERMANENT STRUCTURES WITHOUT THE PRIOR APPROVAL OF THE CITY ENGINEER. `i■ WITH THE PROPOSED FINISH GRADE. OR SEEDED AND IN OPERATION PRIOR TO,OR SODDED IN CONJUNTION WIT, - ASPHALT PAVING.THE VEGETATION IN THE BIO-SWALE MUST BE WELL 10. NO CONNECTION TO THE CITY WATER SYSTEM IS ALLOWED UNTIL THE NEW 12. DURING PERIODS OF RAINFALL,THE CONTRACTOR SHALL PREVENT WATER FROM STANDING ON 2. A TESC PLAN MEETING THE DOE STORM WATER MANAGEMENT MANUAL ADOPTED ESTABLISHED BEFORE PAVING BEGINS. CONSTRUCTION PASSES PRESSURE AND PURITY TESTS,AND HAS BEEN APPROVED THE SUB GRADE OR ON THE PREPARED GRAVEL SUBGRADE.THE CONTRACTOR IS RESPONSIBLE 31.UPON PROJECT COMPLETION,THE CONTRACTOR SHALL FLUSH ALL STORM PIPES TO REMOVE ANY BY THE CITY SHALL BE SUBMITTED TOTHE ClTY FOR APPROVAL PRIOR TO ANY AND ACCEPTED BY THE CITY. FOR SUBGRADE PROTECTION,REPAIR AND REPLACEMENT OF SUBGRADE MATERIALS SHALL BE DEBRIS.DEBRIS SHALL NOT BE DISPOSED OF INTO THE DOWNSTREAM DRAINAGE SYSTEM,BUT WORK ON THE SITE.AN APPROVED COPY MUST BE MAINTAINED ON-SITE AND BE 15. STORM WATER RETENTION/DETENTION FACILITIES,STORM DRAINAGE PIPE AND PAID FOR BY AND AT THE CONTRACTOR'S EXPENSE.STORM RUNOFF SHALL BE DISCHARGED TO DISPOSED OF IN AN APPROPRIATE MANNER. READILY AVAILABLE TO THE CITY INSPECTOR AT THEIR REQUEST. CATCH SAS INS SHALL BE FLUSHED AND CLEANED BY THE DEVELOPER PRIOR TO 11. PRIORTO MAKING CONNECTIONS TO THE EXISTING SYSTEM,CONTRACTOR SHALL THE STORM SYSTEM OR ON SITE LOCATION THAT WILL NOT IMPACT THE NEIGHBORING PROPERTIES,THIS PROJECT,DOWNSTREAM CONVEYANCE SYSTEM.THE CONTRACTOR IS 32.BLOCK LETTERING SHALL BE EMBOSSED ON THE TOP SURFACES OF GRATES AND COVERS AS 3. THE TESC SNIPS SHOWN ON THE PLAN MUST BE INSTALLED PRIOR TO ALL OTHER THE CITV'S ACCEPTANCE OF THE PROJECT. THE POINT FIELDPOINT OF CONNECTION. VERIFY THE LOCATION,DEPTH AND MATERIAL OF EXISTING WATER MAINS AT REQUIRED TO PROVIDE TEMPORARY DITCHING AND PUMPS TO REMOVE ALL STANDING WATER FOLLOWS: CLEARING AND GRADING ACTIVITIES,AND IN SUCH A MANNER AS TO ENSURE THAT T FROM THE WORK AREA. SEDIMENT-LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM,LEAVE THE 16. WHEN INFILTRATION FACILITIES ARE CONSTRUCTED,COMPACTIONOFSOILISNOT A. 'DRAIN"L TO STREAM LETTERS DU ON O POLLUTANTS* ANTS*-COVERS. ALLOWED,AS THE DESIGN IS BASED ON NATU RAE SOIL IN THE ORIGINAL LOCATION. 12. ALL WATER LINES SHALL BE A MINIMUM OF I FEET HORIZONTAL CLEARANCE FROM B. 'OUTFACE TO STREAM DUMP NO POLLUTANTS-ITCH LETTERS ON ALL GRATES SITE,ORVIONT,AND APPLICABLE WATEROF THE TESC PLAN THE MAINTENANCE, VEHICLES SHALL NOT BE DRIVEN OVER THE INFILTRATION AREA DURING SANITARY SEWERS.WHEN WATER LINES CROSS SEWER LINES,THE MINIMUM 13. STANDARD AGGREGATE FOR GRAVEL BORROW GRAVELBOLCOMPLYLCONSI WITH CTIOF WELL GRADED SANDE 201 THEREPCNRAT. RUNTIL ALL CONSTRUCTION PLAN IS THE RESPONSIBILITY OF CONSTRUCTION. VERTICAL CLEARANCE SHALL BE 18 INCHES. STANDARD SPECIFICATIONS.GRAVEL BORROW SHALL CONSIST OF WELL GRADED SAND AND THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETE AND APPROVED BY /w 33.ALL SOLID COVERS AND GRATES SHALL BE SECURED WITH 5/8-INCH STAINLESS STEEL SOCKET 0 GRAVEL CONFORMING TO THE REQUIRED SPECIFICATIONS.THE PERCENT PASSING THE US NO. THE CITY. HEAD CAP SCREWS. z 200SIEVESHALL NOT EXCEED S%.ALL GRAVEL BORROW IMPORTED TO THE SITE SHALL HAVEA 17. IF GROUNDWATER OR SOIL 13. TO FILL THE MAIN FOR FLUSHING,PRESSURE AND PURITY TESTS,THE CONSISTENT GRADATION.PRIOR TO IMPORTING ANY GRAVEL BORROW MATERIAL. A LIGHT COATING OF ANTI-SEIZE THREAD COMPOUND SHALL BE APPLIED TO THE SCREWS AT THE 4. THE BOUNDARIES OF THE CLEARING LIMITS.SHOWN ON THE TESC PLAN,SHALL BE DIFFERENT FROM THAT SHOWN IN THE PLANS DURING INFILTRATION SYSTEM CONTRACTOR IS REQUIRED TO USE AN APPROVED METER AND DCVA.THE CONTRACTOR SHALL PROVIDE GRADATION AND TEST RESULTS TO THE ENGINEER FOR TIME CLEARLY FENCED OR FLAGGED IN THE FIELD PRIOR TO STARTING CONSTRUCTION. INSTALLATION,THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR. HYDRANT SHALL REMAIN IN THE FULL OPEN POSITION TO PREVENT APPROVAL.GRADATION AND PROCTOR TEST RESULTS SHALL BE SUPPLIED BY THE EQUAL.INSTALLATION POUNDTHE SHALL BE APPLIED ACCORUND USEDDING SHALL THEM MANUTE FACTURERS TU APPROVED BACK-SIPHONAGE THROUGH THE DRAIN HOLE.AFTER SUCCESSFUL TESTING,THE O EQUAL.ANTI-SERE COMPOUND SHALL BE APPLIED ACCORDING TO THE MANUFACTURERS NO DISTURBANCE BEYOND THE FENCED OR FLAGGED CLEARING LIMITS SHALL BE CONTRACTOR WILL TIE INTO THE EXISTING SYSTEM,USING DISINFECTED SLEEVES CONTRACTOR PER 2000 TONS OF IMPORTED MATERIAL THE CONTRACTOR SHALL RETAIN Z LICENSED PERSONNEL TO PERFORM COMPACTION TESTS FOR THE FOLLOWING: RECOMMENDATIONS. CONTRACTOR FOR THENURATION OFF THE CONSTRUCTION PROJECT. BY SEWER SYSTEM CONSTRUCTION NOTES: AND SPOOL PIECES. p OTHER LOCKING DEVICES ARE ACCEPTABLE SUBJECT TO APPROVAL BY CITY OF ARLINGTON ~ A. TOP OF PREPARED GRAVEL BORROW WITHIN THE PARKING LOT AND ROAD SECTION ON A ENGINEERING DIRECTOR. 5. THE TESC FACILITIES SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE APPROVED PLANS,AND CURRENT 14. THE CONTRACTOR SHALL CONTACT THE CITY FOR VALVE OPERATION.ONLY d 50-FOOT GRIDANTERVAL FOR GRAVEL FILLS GREATER THAN TWO FEET. FOR THE ANTICIPATED SITE CONSTRUCTION.DURING THE CONSTRUCTION PERIOD, EDITION OF THE CITY OF ARLINGTON STANDARDS AND SPECIFICATIONS.ANY AUTHORIZED REPRESENTATIVES OF THE CITY CAN OPERATE VALVES IN THE CITY Q' 49 THESE TESC FACILITIES SHALL BE UPGRADED AND ADDED TO AS NEEDED,FOR CHANGES TO THE DESIGN REQUIRES CITYAPPROVAL. WATER SYSTEM. U ,+ B. ONE TEST ADJACENT TO ALL STRUCTURES WITHIN THE ASPHALT. UTILITY TRENCHES UN EXPECTED STORM EVENTS AND TO REFLECTCHANGED CONDITIONS,AS W v REQUIRED BY THE CITY. 2. ALL MATERIALS SHALL CONFORM TO THE CITY OF ARLINGTON STANDARDS AND 15. THE CONTRACTOR IS HEREBY NOTIFIED THAT,SINCE FILLING AND FLUSHING WILL 0 REM 1. ALL TRENCHES SHALL BE EXCAVATED TO PROVIDE A MINIMUM WIDTH OF EIGHT INCHES ON EITHER BE DONE THROUGH A CROSS-CONNECTION CONTROL DEVICE,LOW VELOCITY U.C. TRENCHES WITH THREE 50-FEE INTERVALS. LESS OF GRAVEL TRENCH BACKFILL TOP CENTER OF SPECIFICATIONS AND THEM ATERIALSU STRU LSSHALNFERENCE AND BEFORY THE LU SIDE OF THE PROPOSED UTILITY AS INDICATED ON THE UTILITY TRENCH DETAIL WITHIN THE CIVIL 8. THE CONTRACTOR SHALL PROVIDE THE CITY EMERGENCY CONTACT CITY BEFORE SCHEDULING THE PRECONSTRUTION CONFERENCE AND BEFORE FLOWS MAY BE ENCOUNTERED.THEREFORE,EVERY ATTEMPT SHALL BE MADE TO LL UTILITY TRENCH AT 50-FEET INTERVALS. LU DRAWINGS.ALL SEWER PIPES SHALL BE BEDDED WITH PEA GRAVEL STORM SEWER TRENCHES PHONE NUMBER OF THE CONTRACTOR'S CERTIFIED EROSION CONTROL THE MATERIALS ARE DELIVERED TO THE JOB SITE.ONCE THE MATERIALS ARE KEEP THE PIPE CLEAN DURING INSTALLATION.THIS MAY INCLUDE SWABBING THE SHALL BE BEDDED WITH SAND,BUCKSHOT OR GRAVEL WITH I00%PASSING THE 1144NCH SCREEN. SUPERVISOR PRIOR TO STARTING CONSTRUCTION. DELIVERED TO THE JOB SITE THE INSPECTOR WILL DETERMINE IF THE MATERIALS PIPE WITH CHLORINATED WATER. _ U D. TRENCHES WITH MORE THAN THREE FEET OF GRAVEL TRENCH BACKFILL:TOP CENTER OF BEDDING MATERIAL SHALL ALSO BE USED TO COVER THE PIPE TO A MINIMUM OF SIX INCHES N UTILITY TRENCH AND MID-DEPTH OF TRENCH,BOTH AT 50-FEET INTERVALS.ALL TEST ABOVE THE TOP OF THE PIPE.THE CONTRACTOR SHALL CAREFULLY TAMP AND HAND COMPACT WERE MANUFACTU'RED TO MEET THE REQUIREMENTS OF THE CITYOFARLINGTON RESULTS SHALL MEET OR EXCEED THE SPECIFICATIONS.ALLAREAS THAT DO NOT MEET BEDDING AND COVER MATERIAL TO ASSURE ADEQUATE SUPPORT UNDER THE BARREL OF THE 7. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND STANDARDS AND SPECIFICATIONS BEFORE THE MATERIALS CAN BE INSTALLED. 16. THE CONTRACTOR SHALL PERFORM TEMPORARY SOIL EROSION AND ui SEDI MENTAT10N CONTROL, CONTROL,THE REQUIRED SPECIFICATIONS SHALL BE RE-COMPACTED AND RETESTED AT NO PIPE, MAINTAINED AS NECESSARY TO ENSURE CONTINUED FUNCTION AND OPERATION. CONTROL AS REQUIRED BY DUST THE CITS'OR OTHERIAPPULICABLELAGENCIFS.FlC ADDITIONAL COST TO THE OWNER. 3. ALL SEWER MAINS AND SIDE SEWER STUBS SHALL BE FIELD STAKED FOR GRADES 0. 2. TRENCH BACKFILL MATERIAL SHALL CONSIST OF COMPACTED GRAVEL BASE PLACED IN LOOSE S. BETWEEN OCTOBER I AND APRIL 30,DISTURBED AREAS THAT ARE TO BE LEFT ANDAU NMENT BYA SURVEYOR PRIOR TO CONSTRUCTION.THE CONSTRUCTION 14. CRUSHED SURFACING TOP COURSE SHALL CONFORM TO SECTION 9-03.9(3)OF THE 2016 LIFTS NOT EXCEEDING EIGHT INCHES AND COMPACTED TO A MINIMUM OF 95%MAXIMUM DENSITY UNWORKED FOR MORE THAN TWO(2)DAYS SHALL BE IMMEDIATELY COVERED BY STAKES MUST SHOW THE STATION AND OFFSET TO THE AUGNMENT. 17. CUTTING AND PATCHING OF ROADWAYS SHALL CONFORM TO THE REQUIREMENTS STANDARD SPECIFICATIONS.EACH LIFT SHALL BE MECHANICALLY COMPACTED TO A MINIMUM ASDETERMINEDBY ASTM D 1557 TESTING PROCEDURE.THE INITIAL LIFTOF GRAVEL TRENCH MULCH,SOD OR PLASTIC COVERING.BETWEEN MAY I AND SEPTEMBER 30, OF THE RIGHT-OF-WAY PERMIT OF THE CITY OR OTHER APPLICABLE AGENCY. OF 95%MAXIMUM DENSITY AS DETERMINED BY ASTM D-1557 TESTING PROCEDURE.PLACEMENT BACKFILL OVER THE PIPE SHALL NOT EXCEED 18 INCHES IN ORDER TO PROTECT THE PIPE.GRAVEL DISTURBED AREAS THAT ARE TO BE LEFT UN WORKED FOR MORE THAN SEVEN(7) 4. THE CITY OF ARLINGTON WASTEWATER DIVISION SHALL BE NOTIFIED A MINIMUM OF AND GRADING OF COMPACTED CRUSHED TOP COURSE MATERIAL WITHIN THE ASPHALT AREAS BASE SHALL BE USED AS TRENCH BACKFILL IN ALL TRENCHES UNDER PROPOSED ASPHALT, DAYS SHALL BE IMMEDIATELY COVERED BY SEEDING OR OTHER APPROVED 48 HOURS I N ADVANCE OF A TAP OR CONNECTION TO AN EXISTING SANITARY I SH ALL HAVE A TOLERANCE OF PLUS OR MINUS ONE-HALF INCH FROM THE DESIGNATED TOP OF CONCRETE,CONSTRUCTION TRAFFIC AREAS,AND WITHIN FIVE FEET BEYOND IMPERVIOUS METHODS. SEWER MAIN.THE I NSPECTOR SHALL BE PRESENT AT THE TIME OF THETAPOR ADANOTES: CRUSHED SURFACING TOP COURSE,THE CONTRACTOR SHALL PROVIDE GRADATION AND SURFACES.NATIVE SOIL MATERIALS MAY BE USED AS TRENCH BACKFILL ONLYAT LOCATIONS - CONNECTION. DEGRADATION TEST RESULTS TO THE ENGINEER FOR APPROVAL OF SITE MATERIAL. BEYOND THOSE REQUIRING GRAVEL STRUCTURAL FILL.THE USE OF NATIVE SOIL MATERIALS AS 9. SEDIMENT DEPOSITS SHALL BE REMOVED FROM ALL CATCH BASINS, THE FOLLOWING NOTES SHALL APPLY TO HANDSCAPE FACILITIES WITHIN THE PUBLIC TRENCH BACKFILL,WITHIN THOSE AREAS REQUIRING GRAVEL,MUST BE APPROVED BY THE PRE-TREATMENT/SEDIMENT POND,AND SEDIMENT TRAPS UPON REACHING A 5. GRAVITY SEWERS,INCLUDING SIDE SEWERS,WITH 5 TO 14 FEET OF COVER SHALL RIGHT-OF-WAY. GEOTECHNICAL ENGINEER AND OWNER PRIOR TO THE WORK BEING PERFORMED.THE USE OF DEPTH OF 12 INCHES. BE PVC ASTM D 3034 SDR 35.GRAVITY SEWER MAINS WITH LESS THAN 5 FEET OR 15. ASPHALT CONCRETE PAVEMENT SHALL CONFORM TO SECTION S-0OOF THE 2018 STANDARD NATIVE SOILS WITHIN TRENCHES REQUIRING GRAVEL WILL ONLY BE ACCEPTED WITH THE GREATER THAN 14 FEET OF COVER SHALL BE DUCTILE IRON PIPE CLASS 52,OR 1.UNLESS OTHERWISE CROSS SPECIFIEDOEWALKSN THE AN$ORENOMI ABVT.CROS HE CITY SPECIFICATIONS. ENGINEER,CROSS SLOPES OF SIDEWALKS SHALL BE NOMINAL 1.5%.CROSS APPROVAL OF THE CENT MAXIMUM ENGINEER,AND THE NATIVE SOILS MUST BE COMPACTED TO A C-900 PVC.IF DUCTILE IRON PIPE IS USED FOR SEWER.THE PIPE INTERIOR SHALL THE FINAL GRADING OF CRUSHED SURFACING TOP COURSE WILL BE INSPECTED AND 10. ANV PERMANENT RETENTONA)ETENTION FACILITY USED AS ATEMPORARV SLOPES SHALL NOT BE LESS THAN I%NOR EXCEED 2%. L. APPROVED BY THE ENGINEER PRIOR TO ASPHALT PAVING.ALL ABUTTING EDGES OF EXISTING MINIMUM OF 95 PERCENT MAXIMUM DRY DENSITY.THE USE OF NATNE SOILS AS TRENCH BACKFILL SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL BE EPDXY COATED(NOT CEMENT-LINED). VA SHALL NOT PRECLUDE THE MINIMUM ASPHALT SECTION REQUIREMENTS AS IDENTIFIED ON THE 2.SLOPESMAXIMU PERMITTED SLOPES BY C RRENTON DANEQUIRE ENTS.ENT TEMAXIMRACMRUM SHALL OF ASPHALT SHALL BE SAW CUT FULL DEPTH TO PROVIDE A NEAT STABLE EDGE FOR THE NEW CIVIL PLANS.NO NATIVE MATERIAL MAY BE USED AS TRENCH BACKFILL IN THE PUBLIC RIGHT OF MEASURES,SHALLPROVIDEADEQUATE STORAGE CAPACITY, SHALL BE SLOPES PERMITTED BY CURRENT REQUIREMENTS.THE CONTRACTOR SHALL ASPHALT.ALL SAW CUT FACES SHALL BE TACK COATED AS WELL AS ALL STRUCTURES THAT VAS CLEANED OUT ENTIRELY ONCE THE SITE IS STABILIZED.IF THE PERMANENT 6. PRE-CAST MANHOLES SHALL MEET THE REQUIREMENTS OF ASTM C-478,JOINTS TAKE INTO CONSIDERATION CONSTRUCTION TOLERANCES WHEN PLACING Qe '• f ABUT ASPHALT.THE SURFACE JOINT BETWEEN EXISTING AND NEW ASPHALT MUST BE SEALED FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM,THE FACILITY SHALL BE RUBBER GASKETED AND GROUTED BOTH INSIDE AND OUTSIDE OF THE SIDEWALKS TO INSURE MAXIMUM SLOPES ARE NOT EXCEEDED. WITH HEAT-APPLIED CBS I AND SAND COAT.ASPHALT SURFACE THAT HAS LOOSE MATERIAL OR 3. THE BOTTOM OF UTILITY TRENCHES SHALL HAVE A STABLE NON-YIELDING SOIL CONDITION SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. MANHOLE PER CITY OF ARLINGTON STANDARDS AND SPECIFICATIONS.ALL LIFT 3.COMPLETED SIDEWALKS OR OTHER HARDSCAPE ELEMENTS THAT EXCEED MAXIMUM POROUS CONDITIONS AS DETERMINED BY THE ENGINEER SHALL BE SEALED ACCORDING TO HOLES CUT THROUGH THE WALLS OF THE MANHOLE SHALL BE GROUTED FROM SECTION 5-04.3(5)C CRACK SEALING,AT NO ADDITIONAL COST TO THE OWNER,WITHIN 24 HOURS EXHIBILEFORS YIELDING INGTDITIONGNLOADS.WHER TRENCH SHALL BE TRENOHXCAVATEDT FOR AND SPECIFIED SLOPES OR ARE LESS THAN MINIMUM SPECIFIED SLOPES SHALL BE EXHIBIT PUMPS ABLE MA ERIAL,ANDBA BACKFILLED WITH TRENCH TO ITC EXCAVATED TO 11. GER I NAEEDINGASSES SHALL PPLIEDNCONTROL IS REQUIRED,FAST THE INSIDEOFINGM MAY OFTUIRED.MANHOLE TO BE WATERTIGHT.ADDITIONAL REMOVED AND REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. S S PRIOR TO PAVING.SOIL RESIDUAL HERBICIDE SHALL BE APPLIED TO ALL CRUSHED TOP COURSE WATERPROOFING MAY BE REQUIRED. EXPOSE FIRM STABLE MATERIAL,AND BACKFILLED WITH 7VYO INCH TO FOUR INCH SHOT ROCK GERMINATING GRASSES SHALL BE APPLIED AT AN APPROXIMATE RATE OF 120 LBS PO OI STEREO SURFACES WITHIN THE PARKING LOTS AND ROADS. MATERIAL.WHERE OVER EXCAVATING EXPOSES SIMILAR UNSTABLE CONDITIONS,TRENCH OVER PER ACRE. NG EXCAVATION SHALL BE DONE TO TWO FEET BELOW THE PIPE BEDDING MATERIAL AND BACKFILLED 7. SIDE SEWER SERVICES SHALL BE PVC ASTM D 3034 SDR 35 WITH FLEXIBLE /ONAL E 16.HOT MIX ASPHALT SHALL BE PLACED AT THE LOCATIONS AND DEPTHS INDICATED ON THE WITH TWO INCH TO FOUR INCH SHOT ROCK MATERIAL 12. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED,IT GASKETED JOINTS.SIDE SEWER CONNECTIONS SHALL BE MADE BVATAP TO AN PLANS,HOT MIX ASPHALT SHALL BE MECHANICALLY COMPACTED TO A MINIMUM OF 91%OF THE SHALL BE APPLIED AT A MINIMUM THICKNESS OF 3 INCHES,OR 3,000 POUNDS PER EXISTING MAIN OR A TEE FROM A NEW MAIN CONNECTED ABOVE THE SPRING LINE RICE DENSITY.COMPACTION SHALL OCCUR BETWEEN THE TEMPERATURES OF 180 DEGREES ACRE. OF THE PIPE.WYES ARE NOT ALLOWED ON LINES 8'OR LARGER.SIDE SEWERS CAN FAHRENHEIT AND 300 DEGREES FAHRENHEIT.DURING COLD WEATHER CONDITIONS,AS NOT BE INSTALLED UNDER DRIVEWAYS UNLESS APPROVED BY THE CITY DETERMINED BY THE ENGINEER,ALL TRUCKLOADS OF ASPHALT SHALL BE COVERED SO AS TO 13. SOIL STOCKPILES SHALL BE STABILIZED WITHIN 24 HOURS.WHEN ACTIVELY INSPECTOR. SCALE: NO SCALE RETAIN HEAT.THE CONTRACTOR SHALL RETAIN LICENSED MATERIALS-TESTING PERSONNEL TO WORKING WITH THE SOIL STOCKPILE,STABILIZATION BY GROUND COVER BMPS PROVIDE COMPACTION TESTS AT SO.FOOT GRID/INTERVAL THROUGHOUT THE PARKING LOT SHALL OCCUR AT THE END OF EACH WORK DAY. 8. ALL SEWER PIPE SHALL BE INSTALLED WITH A CONTINUOUS TRACER TAPE 24'-48" E AND ROAD SECTION.IF COMPACTION TEST RESULTS OF HOT MIX ASPHALT INDICATE LESS THAN CONFLICT NOTE UNDER THE PROPOSED FINISHED SUBGRADE,OR AS DIRECTED BY THE CITY 91%THE CONTRACTOR MAY,AT HIS EXPENSE,HAVE CORE SAMPLES TAKEN AND ANALYZED TO INSPECTOR. THE MARKER SHALL BE PLASTIC,NON BIODEGRADABLE,METAL SUBSTANTIATE DENSITY.HOT MIX ASPHALT THAT DOES NOT MEET THE REQUIRED COMPACTION, ALL CONSTRUCTION WITH N CITY RIGHT OF WAY SHALL BE IN DOMPUANCE WITH TIE 14. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING CORE,AND DETECTABLE,WITH BACIONG MARKED SEWER'. DESIGNED BY: P.SEVERIN SHALL EITHER BE REMOVED BY THE CONTRACTOR AT HIS EXPENSE OR SHALL HAVE EQUAL THE CITY OF ARIINGTON CONSIRUCIIDN STANDARDS.IN THE EVENT THAT THERE IS A OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. INTENDED DESIGN.ADDITIONAL TESTING AND ASPHALT TO COMPENSATE FOR UNACCEPTABLE CONFLICT BEIINEEN THE PROJECT PUNS AND SPECIFICATIONS,THE CITY OF ANUNGTON ADDITIONAL MEASURES MAYBE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 9. SIDE SEWERS SHALL BE INSTALLED BY THE DEVELOPER AND COORDINATED FOR DATE: 09.28.21 COMPACTION TEST RESULTS SHALL BE THE EXPENSE OF THE CONTRACTOR.NO ASPHALT COSIRUCTIONSTANDAIOS/NOTFS/DETN SWILL BE S BE USED. CLRANCE WITH POWER,GAS,TELEPHONE,CABLE,AND OTHER UTILITIES.SIDE PAVING OR ROLLING COMPACTION OF ASPHALT IS ALLOWED AFTER DARK.ALL ROLLING SHALL SEWEAERS SHALL BE A MINIMUM OF 10 FEET BEYOND PROPERTY LINES AND 5' JOB NUMBER: 21062 BE COMPLETED SYSUNSETTIME. 15. MAINTENANCE AND REPAIR OF TESC FACILITIES AND STRUCTURES SHALL BE BEYOND ANY EASEMENT. CONDUCTED IMMEDIATELY UPON RECOGNITION OF A PROBLEM OR WHEN THE DWG NAME: 21062PLN.DWO TESC MEASURES BECOME DAMAGED. CONTRACTOR TO PROVIDE APPROVED TRAFFIC CONTROL PLAN 10. THE SEWER PIPE SHALL BE INSTALLED STARTING FROM DOWNSTREAM OF THE STRIPING&SI GNAGE FOR ALL DEMOLITION,CONSTRUCTION AND OTHER ACTIVITIES 16. UPON COMPLETION OF THE PROJECT,ALL SNIPS SHALL BE REMOVED FROM THE POINT OF CONNECTION ON THE EXISTING SEWER OR FROM A DESIGNATED SHEET NUMBER: LOCATED IN THE STREET RIGNTAF-WAY SITE AND RIGHT O TWAY. ARE REQUIRED STARTING POINT.THE SEWER PIPE SHALL BE INSTALLED WITH THE BELL END REMAIN IN PLACE FOR UPSTREAM 1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING SLEEVES WITHIN THE PUBLIC CONCRETE FURTHER PROTECTION,ARRANGEMENTS ENTS FOR REMOVAL SHALL BE MADE WITH THE v^-�■ SIDEWALKS AT LOCATIONS WHERE SIGNS ARE TO BE RELOCATED.THE CONTRACTOR SHALL CITY INSPECTOR. 11. ADEQUATE TRENCH SHEETING AND/OR SHORING SHALL BE PROVIDED BY THE CE NTERLINEWITH OF THE SIGN POST AND THE TYPE OF SLEEVE OR CONTRACTOR AS REQUIRED BY OSHA AND WISHA. 5OF5 SIGN SPACING=X (1) MINIMUM SHOULDER TAPER LENGTH=L/3(feet) CHANNELIZATION DEVICE BUFFER DATA RURAL ROADS&URBAN ARTERIALS 35/40 MPH 350'± SPACING (feet) Speed(mph) MPH TAPER TANGENT LONGITUDINAL BUFFER SPACE=B SHOULDER Posted S RURAL ROADS, URBAN ARTERIALS, p ( p ) 25/30 MPH 200'±(2) WIDTH 35/40 30 60 RESIDENTIAL&BUSINESS DISTRICTS feet 25 30 35 40 45 50 55 60 65 70 SPEED(MPH) 25 30 35 40 45 50 55 60 65 70 URBAN STREETS 25 MPH OR LESS 100'±(2) (feet) 25/30 20 40 (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE 8' 40 40 60 90 - - LENGTH(feet) 155 200 250 305 360 425 495 570 645 730 INTERSECTIONS AND DRIVEWAYS. 10, 40 60 90 90 (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8' N E 4TH ST z z 0 fV X X L/3 B R WORK AREA 50' *\\� SHOULDER 404 N Olympic Avenue WORK Arlington, WA 98223 48" W20-1 W21-5 LEGEND IJ TEMPORARY SIGN LOCATION SHOULDER CLOSURE - LOW SPEED NOTES: ® CHANNELIZING DEVICES (40 MPH OR LESS) 1. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20'(FT). NOT TO SCALE 2. ALL SIGNS ARE BLACK ON ORANGE. FILE NAME S:1Design R P&SWStandards12-Plan Sheet Library102-PSL Work in ProgresslFern\TC1-TC-17 Buffer Data table replacement\TC-5.dgn Plot 1 TIME 1:26:58 PM RNO.N STATE FED.AID PROJ.NO. AMk PLAN REF NO DATE 10/14/2016 WAS MT Arlington Innovation TC5 PLOTTED BY liddelf TAF DESIGNED BY JOB NUMBER Phase 1 ENTERED BY Washington State SHEET CHECKED BY CONTRACT NO. LOCATION NO. Department of Transportation OF PROD.ENGR. DATE DATE TRAFFIC CONTROL PLAN SHEETS REGIONAL ADM. REVISION DATE I BY P.E.STAMP BOX P.E.STAMP BOX Pedestrian Traffic Control Plan Shoulder closure area ~ ' 4) 1 s C� 0 C � CS - Pedestrian barrier �,�. � . ,�• �.�. Work areas " r .R �.y a �y � +, •• -;�; - i . ..4�► i � � v ti SIDEWALKoink SSDEWALK �% �` [EOSHE L'smE CLOSED - u5E0rR 510E N. ® ® ® OL Rem a At l% NAction Spo ROAD CLOSURE REQUEST Community & Economic Development City of Arlington • 18204 59t"Avenue NE • Arlington, WA 98223 • Phone (360)403-3551 Name/Company: TRICO Companies, LLC Street: North shoulder of E 4th Street at 404 N Olympic Avenue,Arlington,WA 98223 Date: 1/26/22-2/18/22 Time: 7:00 AM-3:30 PM Purpose: Driveway removal/relocation at 404 N Olympic Avenue,Arlington,WA 98223 O Complete Closure O Partial Closure 0 Diversion Closure (i.e. no access) (i.e.one lane of traffic) (i.e. to turn lane) Describe what section of the road will be closed using cross streets or a street address with the total linear footage of closure. 404 N Olympic Ave on E 4th St. Work to take place on sidewalk. (2) sections of shoulder closure: First, closest to intersection with N Olympic Ave is 27' in length, second, starting 25' west of first closure, is 47' in length. Please briefly explain your traffic control plan and/or detour route, including safety precautions that will be taken in the evenings for multiple day closures. Attach a traffic control plan in necessary. Pedestrians shall be detoured from sidewalk on the North side of E 4th Street approx. 210 LF West from intersection of E 4th Street and N Olympic Avenue using the crosswalk to access the sidewalk the South side of FE 4th St. Pedestrians may then ar--r--es-s the Nle—rth side of F— 4th Street at the intersection of E 4th St. and N Olympic Ave. o traffic detour shall e required. I apered barrels and caution tape shall arrlca e shoulder an around work area taking place on the existing sidewalk on the North Side of E 4th St. Signage- shall he installed per Traffic Control Plan_ Shoulder shall be closed only during work hours, from 7:30 AM - 3:30PM. 3 work days are anticipated to complete driveway / sidewalk removal and replacement between the dates 1/26 and 2/18. Revised 10/2013 IN A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 02,TOWNSHIP 31 N., RANGE 05 E.,W.M. ARLINGTON,WASHINGTON TESC PLAN LEGEND DEMOLITION NOTES ADAPTORSKIBT ,; TA IN TO WITHAL -. RETRIEVAL STRAP AS VARIES FASTING CATCH BASIN -� CODE SYMBOL DESCRIPTION 3"-5'OF GRATE as INDICATED 4°ALMA ASPHALT Di PROTECT IXISTING 6'OWN LINK FENCE AND SIGN. ® CONSTRUCTION ROAD STABILIZATION Dz PROTECT EXISTING 511E IMPROVEMENTS DURING DEMOLITION AND CONSIRUCTDN, �;T7777 INCLUDING BUT NOT UMIIED TO ON-SIZE SIDEWALK,STARS,RAMP,AND SF SILT FENCE OR(BMPC103)HIGH VISIBILITY FENCE AT LANDSCAPING. - '.r, y 'yµ CESCL DISCRETION `C yu d -,�'x '-' - ram.-, - Sound Develo ment Group ANY DAMAGE TO EXISTING IMPROVEMENTS SHALL BE REPAIRED AT THE °" .>*�'• £H Yam'L 3`': Y, 3 y, E ,i,>.'. t P P IP O INLET PROTECTION PER DETAIL AMA.TO BE INSTALLED ON CONTRACTWS EXPENSE. �� _ O -j' ^� .��5�^�'�`-'y+��...+ "','�` r y - ��. P.O.IB x 17,SURVEYING LAND DEVELOPMENT SERVICES ;' Y �' � `F3 ALL PROPOSED AND EXISTING CBI WITH OPEN GRATES i"!.„}` ,.,i r* „{ ({�y „} 4..1 �. �, P. .Box 1705•1111 Cleveland Avenue Suite 202 UNINSTALL EXISTING RKE RAC(AND RETAIN FOR RDNSTAUADON WITH ® SAW CUT ® <'^ '# , PROPOSED CONCRETE Mount Vernon,WA 98273 Tel:380-404-2070 CONTRACTOR RESPONSIBLE FOR UN NLET UTY BOX/METER PROTECTION AND GEOTEXNLE FABRIC -- ® �--�► DUST CONTROL O — Trm—ITIi,il �_ SHEET REVISIONS: PROTECTION WRING DDAOLMON/CONSTRUCTION (� I(I NO.DATE DESCRIPTION APPROVED © �► RETAIN EXISTING VEGETATION O CONCRETE ISLAND TO BE REMOVED AND REPLACED,PROTECT IXISTING ROOF III I.) I (�T I - �" —I—' — ® SUPPORT COLUMN OVERFLOW BYPASS SP STOCKPILE AREA FOR PEAK STORM GO NOT--RTO PROVIDE APPROVED TRAFFIC CONTROL PLAN VOLUMES UNDISTURBED MATERIAL 1. CLEAN DRAINAGE ROCK WITH PROTECTIVE LAYER OF FILTER FABRIC,EXTENDING 2.5' FORALL DEMOLITION,CONSTRUCTION AND OTHER ACTIVITIES T AND WEST FROM PERFORATED PIPE IN PLAN VIEW;TOP LAYER=1'THICK, NOTE:SILT FENCE SHALL BE INSTALLED IF WARRANTED BY SITE LOCATED IN THE STREET RIGHT-OF-WAY SEDIMENT FIS CONDITIONS AS DETERMINED BY THE PROJECT CESCL,ENGINEER OR THE GENERAL NOTES: ACCUMULATION BOTTOM LAYER=3'THICK CITY INSPECTOR.THE SILT FENCE SHALL BE PLACED AS REQUIRED TO 2. 6'PERFORATE)PVC PIPE,EXTENDING 20'TO THE NORTH OF THE CATCH BASIN AND PREVENT SILT LADEN RUNOFF FROM LEAVING THE SITE. 1. INSERT SHALL BE INSTALLED PRIOR TO CLEARING AND GRADING ACTMIT',OR UPON 14'SOUTH OF THE CATCH BASIN TBR TO BE REMOVED PLACEMENT OF A NEW CATCH WIN. CALL 48 HOURS Y. SEGMENT SHALL BE REMOVED FROM THE UNIT WHEN U BECOMES ONE THIRD FULL. EX INFILTRATION TRENCH SECTION e NOT TO SCALE 1. BEFORE YOU DIG 3. SEDIMENT REMCVAL SHALL BE AOOOMPUSHED BY REMOVING THE INSERT,EMPMNG,AND 1.800.424.5555 RE-NSTRDNG IT INTO THE CATCH BASIN. (BMP MD)CATCH BASIN FILTER GP DETAIL NOT TO SCALE 10 0 10 SCALE: 1" = 10' W NORTH Z OVZ 1- ~ M .6'CHAIN LINK FENCE 0.5� U ,�^ -�IXWE. Uj ,1 1 SET LEAD&TACK WITH BRASS WASHER SOUTH OF PROPERTY DALE I W a d' W F N CBRM=114.53 - O Z O O IIIIIIII EX.6'CHAIN LINK FENCE 0.4' EX.CONCRETE CURB s SOUTH OF PROPERTY DALE IE 4S W9O OY/S=113.23 I D7 a EX.BUSINESS ON 30 Y. O D1 O Q PRGTECT EXISTING IN TRENCH.SEE DETAIL 8-1.1; y, ; BR .:R; „ a.\ n REMCNE SURFACE ASPHALT .,1 W T •� 6 d COTIMTOt RESPONSIBLE FOR ANY DAMAGE TO EXISTING Tc -'CB RI TUT 98 INFILTRATION FACILITY AS A RESULT OF THIS CONSIRUCION ,) o' IE 4-S,N,=113 88 d a . ) Z T jCB RIM ,114.06 CONNECT EXISTING DOWNSPOUT TO EXISTING 4'STORM IP a al (IE s"VI a t=112.33 .I .DRAM WITH SADDLE TEE AND FEMNGs PS REOUIREO TBR IXISTING 6' f 62 UCH RIM 111'114119 ( ., °�/ CONCRETE d Nan ,r IE 6 E_ 1P.27 S ) 03 a' / a Q 114.87 / , A . a `IX.DOWNSPOUT.` - a / IE RIM-110.3 ° t15.0o �1 a.11$ - a IE 8'E=110.39 � J 4.61 a IX.GAS METER D4 --�' 4 a d a d I Z N - ( UNITS OF CONCRETE REMOVAL BUT DS�EX " ' O D4RANTBR s d a - I d d l.f" ICI \o a ( a IP ;SDMH RIM=114.78' 1A N UMI1S OF CONCRETE REMOVAL A",PH�T:ITBR Al / TBR ° © - a so Z W OEXISTING BUILDING ® I \/ ��5'; a F — e ° _ Z EXISTING a d 1,067 SO.FT. I \\a k i d O_a. a " LR'NG 4" FIN.FLOOR ELEV.=115.40' .d IX.STREET DGHi/ RILL U BUILDING 'A-" CONCRETE a nsa� 'flso � 6° U s °fir TBR T s I w Cq _ "fie �- /(. A'_ ANy" NNSO 0 Z N -a EX POWER BOX L� !n O O -_'tTd r____-_a �_b SID .a IX.WATER METER N W �I/ Ex`�TmC a, D2 ° / / ns.05 ,/ " CONCREIT a EX POWER METER L. s e/ _ SAWCUT MD REMOVE AT JDM `d aV ` - - ° B d B 3It fB IX.SANITARY SEWER CLEWOUT(13H.114.82') 115.06 ® 11s0e a a EX CMS'LIMITS ,IWw� J IX,DOWNSPOUT .a Y/ 4 ig ° c r v 11506 d d ---- _ '—' 121ff5 OF CONCRETE REMOVAL W LU Q - IJMLTS OF CONCRETE 'i T' r''� REMOVAL I1�L4 �1'.4.88 \TBR °. RAMP EX.STREET LIGHT/HUND POLL c �a TBR' oP� �� oPL aPL TBR a w 517.7 sf � 5-BR C° -©� >I d a Q� a. 3311. "s BR ° ® to a N ,. x d I 3 2 SD bi `m �d 3 �fGASTEEtiEO`e1��4 SDMH RIM=113.30' SET LEAD§TACI��1'I BTIASG WASI MR 4 f< �, Sg/ONAL ENO so 27.5 ft w sp IP so-----__ N REMOVE E105TING RAMP AND REMOVE EXISTING DRIVEWAY AND SDW-U WTNIN SAW CUT UNTS -"""-sD-- SIDEWALK WITHIN SAW CUT LIMITS " IX.WATER METER RIM=1 I w SCALE: i"=10' SSMH IE----"�sD IE 8"S=109.4 8"DI 09.49 w w SDMH RIM=113.28 � RIM=113.48' DRAWN BY: C.SEVERIN�-"-""sD---__� � � $ w W DESIGNED BY: P.SEVERIN q N 5D so w 50 DATE: 09.28.21 JOB NUMBER: 21062 � SDMH RIM 114.29 o sO 3 DWG NAME: 21062PLN.DWG I = N Soil SHEET NUMBER: SDMH RIM=114.85' ' C-1.1 2OF5 A400 CERTIFICATE OF LIABILITY INSURANCE 7EJ(MMIDDIYYYY)/232021 /23/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Parker,Smith&Feek, Inc. PHONE 509-789-8350 FAx 509-931-0794 E-MAIL 16201 E Indiana Ave,Suite 1000 A/C Ext: A/C No L Spokane Valley,WA 99216 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# INSURERA: Valley Forge Insurance Company INSURED TRICO Companies,LLC INSURER B: Continental Insurance Co. P.O.Box 409 INSURER C: Burlington,WA 98233 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY A GENERAL LIABILITY 6045885441 02/01/2021 02/01/2022 EACH OCCURRENCE $ 1,000,000 X DAMAGE TO RENTED 1,000,000 X PREMISES Ea COMMERCIAL GENERAL LIABILITY occurrence $ CLAIMS-MADE X OCCUR MED EXP(Any one person) $ 15,000 X PD Ded:$2,000 PERSONAL&ADV INJURY $ 1,000,000 X Residential Ded:$25,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY X PE� LOC $ A AUTOMOBILE LIABILITY 6045885455 02/01/2021 02/01/2022 Ea a.id.ntCMBINEDSINGLE LIMIT $ 1 000 000 X ANY AUTO X BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident X Liability Ded: $ B UMBRELLA LIAB X OCCUR 6045885469 02/01/2021 02/01/2022 EACH OCCURRENCE $ 1,000,000 X EXCESS LIAB CLAIMS-MADE X AGGREGATE $ 1,000,000 DED X RETENTION$ 10,000 $ WORKERS COMPENSATION 6045885441 NC STATU- X OTH- A AND EMPLOYERS'LIABILITY Y/N Gap/Employers 02/01/2021 02/01/2022 TCRY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE WA Stop Gap/Em E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? ❑ N/A Liability (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) 4544-21 Arlington Innovation Remodel Phase II City of Arlington and Carletti Architects, P.S.are additional insureds on the general liability,automobile,and excess liability policies per the attached endorsements/forms... (See Attached Description) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. City of Arlington 238 N.Olympic Avenue AUTHORIZED REPRESENTATIVE Arlington,WA 98223 ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD 1 of 8 (JAK00) DESCRIPTIONS (Continued from Page 1 ) Notice of cancellation for the general liability and automobile policies per the attached forms. 2 of 8 (JAK00) CNA CNA Paramount Excess and Umbrella Liability PJ!14 D. Coverage D - Key Employee Exclusions With respect to Coverage D — Key Employee, this insurance does not apply to any actual or alleged: 1. Death or Disability death or permanent disability of a key employee relating to, or arising out of: a. nuclear reaction or radiation or radioactive contamination, however caused; b. sickness or disease, including mental illness or mental injury; c. pregnancy, childbirth, miscarriage or abortion; d. suicide, attempted suicide or self inflicted bodily injury, while sane or insane; e. the key employee's intoxication, impairment or otherwise being under the influence of alcohol or controlled substances; f. war, including undeclared or civil war; g. warlike action by a military force, including action in hindering or defending against an actual or expected attack, by any government, sovereign or other authority using military personnel or other agents; or h. insurrection, rebellion, revolution, usurped power, or action taken by governmental authority in hindering or defending against any of these. 2. Other Expenses a. expenses the Named Insured incurs which the Named Insured would not have incurred if the Named Insured had used all reasonable means to: i. find a permanent replacement for the key employee; and ii. reduce or discontinue the key employee replacement expense; as soon as possible after the Named Insured's permanent loss of the services of the key employee caused by a covered accident. b. additional expenses incurred due to the Named Insured's loss of the services of a permanent replacement appointed or hired to replace a key employee, however caused. However, this exclusion does not apply if the replacement employee is included in the definition as a key employee and the Named Insured's loss of the services of the replacement employee is caused by a covered accident. IV. WHO IS AN INSURED The following persons or organizations are Insureds. A. With respect to Coverage A - Excess Follow Form Liability, the Named insured and any persons or organizations included as an insured under the provisions of underlying insurance are Insureds, and then only for the same coverage, except for limits of insurance, afforded under such underlying insurance. B. With respect to the Coverage B - Umbrella Liability: 1. If the Named Insured is designated in the Declarations of this Policy as: a. an individual, the Named Insured and the Named Insured's spouse are Insureds, but only with respect to the conduct of a business of which the Named Insured is the sole owner. b. a partnership or joint venture, the Named Insured is an Insured. The Named Insured's members, the Named Insured's partners, and their spouses are also Insureds, but only with respect to the conduct of the Named Insured's business. F- - Form No: CNA75504XX 103-2015) Policy No:CUE 6045885469 Policy Page: 14 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: 25 of 54 � I Copyright CNA All Rights Reserved. CHA Business Auto Policy Policy Endorsement DESIGNATED INSURED FOR COVERED AUTOS LIABILITY COVERAGE THIS ENDORSEMENT*CHA,NGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the AUTO DEALERS COVERAGE FOAM BUSINESS AUTO COVERAGE FORM' MOTOR CARRIER COVERAGE'.FORM With-respect t6'covaragp:provided by"this e ndorsement, t.hef provisions o .t e,Coverbde Form apply,unless modified.by:this endorsement. This endorsement identifies person(si'or organization(s) who are "insureds"I!' for Covered Autos Liability Coverage under the.Who Is.An Insured provision of the Coverage Form. This endorsement does not alter coverage provided in,the Coverage Form. This endorsement changes the policy effective.on the inception:date of the policy unless another date is indicated below, Named Insured. �TRICb COMPANIES, LLC .Eridorsemdrit:lEffecthie Date: I SCHEDULE -Name Of.Pefton.(9),Or Otganization(s): ANY PERSON'OR ORGANIZATION THAT THE NAMED INSURED is OBLIGATED:TO PROVIDE INSURANCE !WHERE REQUIRED BY A'WRITTEN CONTRACT OF! AGREEMENT.ISI.AN.I.NSURED,BUT ONLY WITH.RESPECT TO,LEGAL RESPONSIBILITY FOR ACTS,OR OMISSIONS OF A PERSONIORGANIZATION FOR WHOM, � LIABILITY COVERAGE IS AFFORDED UNDER THIS POLICY; Information required-to,corriplete this Schedule, if not `shown,above, Will be shown in the Didlbratiidhs. Each person or organization shown'ih the Schedule is an "insured" for Covered' ut6s Liability.Coverage,,I but only to the extent that person orv-organizaiion,qualifie' s as.an Insured" under the Who Is AnInsured provision contained in:Paragraph A-11_oUSection II.- Covered Autos,Liability Coverage in the Business Auto and Motor C-Pirrier Coverage Forms and.Paragraph D:2,of Section I- Covered Autos.Coverages.ofthe Auto Dealers, Coverage'Form.. Forrn:'No:CA 20 48 10 13 Policy No BUA 13045885455 Endorsoment Effective Date: EindorsernentExpira.l.lon Date:; Policy Effective Date: Endcrsernent'Ni:):'!5;Page: I of 1 Policy Page-43 of 193: Uhd6rwriting-Corniiany: Valley Forge Iniurance Corhpariy; 151 N Franklin:St, Chicaq6. IL,66606 Copyright.Insurance Services_'&iiite,'In..,.201,1 CNA Business Auto Policy Policy Endorsement I THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GARAGE COVERAGE FORM TRUCKERS' COVERAGE FORM Paragraph 2. of Cancellation {Common Policy Conditions) is replaced by the following: 2. We may cancel this Coverage Part by mailing or delivering to the first Named Insured written notice of cancellation at least: a. 10 days before the effective date of cancellation if we cancel for non-payment of premium, or b. 60 days before the effective date of cancellation if we cancel for any other reason. All other terms and conditions of the policy remain unchanged This endorsement, which forms a part of and is for attachment to the policy issued by the designated Insurers, takes effect on the Policy Effective date of said policy at the hour stated in said policy, unless another effective date Ithe Endorsement Effective Date) is shown below, and expires concurrently with said policy. Form No: G-1 7832-B 112-20101 Policy No:BUA 6045885455 Endorsement Effecrive Date: Endorsement Expiration Date: Policy Effective Dale: 02101/2020 Endorsement No: 17; Page: 1 of 1 Policy Page: 77 of 215 Underwriting Company: Valley Forge Insurance Company, 151 N Franklin 5t, Chicago, IL 60606 Copyrighi CNA All Rights Reserved. CNA CNA PARAMOUNT Blanket Additional Insured - Owners, Lessees or Contractors - with Products-Completed Operations Coverage Endorsement This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART 11 is understood and agreed as follows: I. WHO IS AN INSURED is amended to include as an Insured any person or organization whom you are required by written contract 10 add as an additional insured on this coverage part, but only with respect to liability for bodily Injury, property damage or personal and advertising Injury caused in whole or in part by your acts or omissions, or the acts or omissions of those acting on your behalf: A. in the performance of your ongoing operations subject to such written contract; or B. in the performance of your work subject to such written contract, but only with respect to bodily Injury or property damage included in the producls-completed operations hazard,and only it: 1. the written contract requires you to provide the additional insured such coverage;and 2. this coverage part provides such coverage. Il. But if the written contract requires: A. additional insured coverage under the 11-85 edition, 1 a-93 edition,or 10-01 edition of CG2010, or under the 10- 01 edition of CG2037; or B. additional insured coverage with'arising out of language;or C. additional insured Goverage to the greatest extent permissible bylaw; then paragraph L above is deleted in its entirety and replaced by the following: WHO IS AN INSURED is amended to include as an Insured any person or organization whom you are required by written contract to add as an additional insured on this coverage part, but only with respect to liability for bodily Injury, property damage or personal and advertlaing injury arising out of your work that is subject to such written contract. III. Subject always to the terms and conditions of this policy, including the limits of insurance, the Insurer will not provide such additional insured with: A. coverage broader than required by the written contract; or e B. a higher limit of insurance than required by the written contract. IV. The insurance granted by this endorsement to the additional insured does not apply to bodily injury, property damage,or personal and advertising injury arising out of: A. the rendering of, or the failure to render, any professional architectural,engineering, or surveying services, including: _ 1. the preparing, approving, or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications;and 2. supervisory, inspection, architectural or engineering activities;or B. any premises or work for which the additional insured is specifically listed as an additional insured on another endorsement attached to this coverage part, V. Under COMMERCIAL GENERAL LIABILITY CONDITIONS,the Condition entitled Other kmrance is amended to add the following, which supersedes any provision to the contrary in This Condition or elsewhere in this coverage part: CNA75079XX(10-16) Policy No: 6045885441 Page 1 of 2 Endorsement No: 4 VALLEY FCRGE INSURANCE COMPANY Effective Dale: Insured Name: TR ICO COMPANTFS, TALC Copynght CNA AN Fights Reserved. Includescopyrghted material of Insurance Ssnnces Office,Inc..with its permssion. CNA CNA PARAMOUNT Cancellation / Non-Renewal — Washington Wherever used in this endorsement: 1) Insurer means "we", "us", 'bur' or the "Company" as those terms may be defined in the policy; and 2) Named Insured means the first person or entity named on the declarations page; and 3) "Insureds" means all persons or entities afforded coverage under the policy. Any cancellation, non-renewal or termination provisions in the policy are deleted in their entirety and replaced with the following: CANCELLATION AND NON-RENEWAL A. CANCELLATION 1. The Named Insured may cancel the policy at any time. To do so, the Named Insured must: a. return the policy to the Insurer or any of its authorized representatives indicating the effective date of cancellation; or b. provide a written notice by mail fax or e-mail to the Insurer or any of its authorized representative stating when the cancellation is to be effective; c. provide verbal notice to the Insurer or any of its authorized representative indicating when the cancellation is to be effective. The Insurer will promptly cancel the policy upon notice of cancellation from the Named Insured the date the Notice is received or the date the Named Insured requests cancellation. 2. The Insurer may cancel the policy by mailing or delivering to the Named Insured and to its producer written notice of cancellation, including the actual reason for the cancellation, at the last mailing address known to the Insurer, at least: a. ten (10) days before the effective date of cancellation if the insurer cancels for non-payment of premium; or b_ sixty (60) days before the effective date of cancellation if the Insurer cancels for any other reason. 3. Like notice of cancellation will also be mailed to any mortgage holder, pledge or other person shown in the policy with an interest in any loss which may occur thereunder, at their last mailing address known to the Insurer, 4. Notice of cancellation will state the effective date of cancellation. The policy period will end on that date. If notice is mailed, proof of mailing will be sufficient proof of notice. B. PREMIUM REFUND If this policy is canceled, the Insurer will send the Named Insured any premium refund due. If the Insurer cancels, the refund will be pro rata. If the Named Insured cancels, the refund will be on a short rate basis. The cancellation ..- will be effective even if the Insurer has not made or not offered a refund. CNA62814WA(9-12) Policy No' 6045885441 Page 1 of 2 Endorsement No: 27 VALLEY FORGE INSURANCE COMPANY Effective bate: 02/01/2020 Insured Name: TRICO COMPANIES, LLC Copyright CNA All Rights Reserved. CNA CNA PARAMOUNT Cancellation / Non-Renewal -- Washington C. NON-RENEWAL 1. The Insurer can non-renew the policy by giving written notice to the Named Insured and to its producer, at the last mailing address known, at least sixty (60) days before the expiration date. If notice is mailed, proof of mailing will be sufficient proof of notice. 2. The notice of non-renewal will state the actual reason for non-renewal. The Insurer will also mail written notice of non-renewal to any mortgage holder or other person shown in the policy with an interest in any loss which may occur thereunder, at their last mailing address known to the Insurer. 3, The Insurer must provide to the Named Insured its renewal terms including the premium due at least twenty (20) days prior to the expiration date of the current policy. If the Named Insured subsequently fails to pay the premium when due or procures coverage acceptable to it, then the coverage is nonrenewed. D. OTHER PROVISIONS The Insurer will mail notice of any change in rates or coverage to the Named Insured at least sixty (60) days prior to the expiration date of the policy. All other terms and conditions of the Policy remain unchanged. This endorsement,which forms a part of and is for attachment to the Policy issued by the designated Insurers, takes effect on the effective date of said Policy at the hour stated in said Policy, unless another effective date is shown below, and expires concurrently with said Policy. CNA62814WA(9-12) Policy No: 6045885441 Page 2 of 2 Endorsement No: 27 VALLEY FORGE INSURANCE COMPANY Effective Date: 02/01/2020 Insured Name: TRICO COMPANIES, LLC Copyright CNA All Rights Reserved. CiTY OF ARLINGTON 00 61 40 - 1 INNOVATION CENTER REMODEL PHASE 11 PERFORMANCE AND PAYMENT BOND FORM PERFORMANCE BOND SURETY TO HAVE AN A.M. BEST RATING OF A:VII OR BETTER. Bond No. SU1168295 KNOW ALL PERSONS BY THESE PRESENTS, that TRICO Companies, LLC: as Principal, and Arch Insurance Company , (insert name of surety), as Surety, a corporation duly organized under the laws of the State of MQ , (insert Surety's state of incorporation), and authorized to do business as a surety in the State of Washington, are held and firmly bound unto the City of Arlington (City) in the sum of Fogy,hUnared%,r,ery E:en!T Rasa-.d o nu.rored Four a�N0,VHi dollars ($491104.00 ), lawful money of the United States of America, plus the total amount of extra orders issued by the City to the Principal pursuant to the terms of the Contract referred to in the next succeeding paragraph hereof, for the payment whereof Principal and Surety bind ourselves. and our heirs, executors, administrators, representatives, successors, and assigns, jointly and severally,firmly by these presents. WHEREAS, the Principal has been awarded, and is about to enter into, a written Contract with the City for PROJECT NAME: City of Arlington — Innovation Center Remodel PHASE Ii, which is hereby made a part of this bond as if fully set forth herein; NOW, THEREFORE, the condition of this bond is such that: 1. If the Principal shall completely and faithfully perform all of its obligations under the Contract, including any warranties required thereunder, and all modifications, amendments. additions, and alterations thereto, including modifications which increase the contract price or time for completion, with or without notice to the surety; and 2. if the Principal shall indemnify and hold the City harmless from any and all losses, liability, damages, claims, judgments, liens, costs, and fees of any type that the City may be subject to because of the failure or default of the Principal in the performance of any of the terms, conditions, or obligations of the Contract. including all modifications, amendments, additions, and alterations thereto, and any warranties required thereunder: THEN THIS obligation shall be null and void: otherwise to remain in full force and effect. If the City shall declare Principal to be in default of the Contract, and shall so notify Surety, Surety shall, within a reasonable time which shall not exceed 14 days, except for good cause shown, notify the City in writing of the manner in which surety will satisfy its obligations under this Bond. Nonpayment of the Bond premium will not invalidate this Bond nor shall the City be obligated for the payment thereof. The Surety hereby waives notice of any modification of the Contract or extension of time made by the City. Signed this 19th day of November 2021 Principal: TRiCO ompanies, LLC Surety: Ar-ch.Ins-urance Qapzpany By: � --•—.- gy- Title: Christopher Kiel , President Title: C�elseaArno!d. Attorney-in-Fact Address: 15066 Josh Wilson Road Address: 2010 Craw Canvan Piace Si Fite 320, City/Zip: Burlington, WA 98233 City(Zip: San Ramon, CA 94583 �v Telephone: ( )360-757-2373 Telephone: ( )415-747-7625 Note: A power of attorney must be provided which appoints the Surety's true and lawful attorney-in-fact to make, execute, sea!and deliver this performance bond. CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy, or validity of that document. State of California ) County of Sacramento ) On NI lil 1 �! %j- Zachary Liberatore, Notary Public before me, Y � Date Here Insert Name and Title of the Officer personally appeared Chelsea Arnold Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s)on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. 2ACHARY LIBERATORE Notary Public-California .� Sacramento County � r J Commission=2290772 Signature MY Comm.Expires Ma" '2.2023 IgnatlJre Of Notary Public Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: _ Number of Pages: Signer(s) Other Than Named Above: - Capacity(ies) Claimed by Signer(s) Signer's Name: Signer's Name: * Corporate Officer — Title(s): ❑Corporate Officer — Title(s): ❑ Partner — -J Limited 11 General ❑ Partner — J Limited ❑ General ❑ Individual NAttorney in Fact ❑ Individual _I Attorney in Fact ❑Trustee I_J Guardian or Conservator ❑Trustee I Guardian or Conservator C' Other: ❑ Other: Signer Is Representing: Signer Is Representing: ©2014 National Notary Association • www.NationalNotary.org • 1-800-US NOTARY (1-800-876-6827) AIC 0000354301 IWA Pooter of.411oraen•Ilmtis the ach of those named herein,and they have na anihoritr to bhul the C'ompanr errept in the manner and io the extent kerein.stated .Not swAd for.Vote.Loan,Leaer of Credit,C urrencr Rate.Interest Ruin or Residential I Woe Guarantees. POWER OF ATTORNEY Know All Persons By Thesc Presents: Tfrat lte Arch Insurance Company,a corporation organ/ed and existing under the lases of the State of Missouri.having its principal administrative office in Jersey City. New Jersey thereinafter referred to as the"Company"I does hereby appoint: Anibal Samuel Campus,Benjamin Wolfe,Chelsea Arnold,Doreen A.Crcen.Kathitvvi Earle and Steven X.Passtrine of San Ramon.('A(EACH) its true and law ful Amorneyl s)in-Fact,to make,execute,seal,and deliver from the date of issuance of this pots er for and on its behalfas surety.and as its ad and deed: Art,.,and all bonds.undertakings,recugnizar ces and other surety obligations,in the petal sum not exceeding Ninety Million Dollars(S90.04)(000.00). This authority dues not permit the sank obligation to be split into nvo or more(Kinds in order to bring such such Enud within the dollar limit ufautlwrity as set fiirth herein. Thu execution of%wch bonds.undertakings,recogni can ces and usher surety obligations in pursuance of these presents shaff tie as binding upon the said Company as fully and amply to all intents and purposes.as if the sante had been duly executer)and acknowledged by its regnilarly deezed officers at its prineipal administrative office in Jersey City.New Jersey. ]'his Pulver of Attorney is executed by authority of resolutions adopted by unanimous consent of the Baird of Directors of the Company on December 10.2020.true and accurate copies of which are hereinafter set forth and are hereby certified to by the undersi�med Secretan as}seine in full force and effete "VOTED.That the Chainnan of file Baird. the President or the Executive Vice President,or any Senior Vice President.of the Surety Business Division,or their appointees designated in wining and filed with the Secretary. or the Secretary shall have the potter and authorky to appoint agents and attorneys-in-fact. and to authorize them subject to the limitations set forth in their respective powers ofattonicy_to execute on behalf of the Company.and attach the seal of the Company thereto,bonds,undertakings.recognizances and other surety obligations obligatory in the nature thereof,and any such officers ofthe Company may appoint agents for acceptance ofprocess..' This Power of Attorney is signed.sealed and certified by facsimile under and by authority of the following resolution adopted by the unanimous consent of tic Board of Directors of the Company on Decentlier 10.202W VOTED.That the signature of the Chairman of Cite Board.the President, or tine L•xecutivc Vice President.or any Senior Vice President.of the Surety Business Division.or their appointees designated its writing and filed with the Secretary.anal the signature of the Secretary.the seal of the Company,and certifications by tine Secretary,may he affixed by facsimile on any power of attorney or bond execs aLd pursuant to the resolution adopted by the Board of Directors on December 10.2020. avid tiny such power so executed, sealed and cenified widi respect to any liiritd are undertaking to which it is attached.shall continue to be valid and binding upon the Company. In Testimony Whereof,the Company has caused this instrument to be signed and its corporate seal to he aflixcd by their authorized officers,this 1316 day of October,2021. Attested and Certified >� O Arch insurance Company i97t Regan .Shulman.Secretar Stephen C.Ruschak.l xecutive Vice President STATE OF PENNSUVANIA SS COUNTY OF PHIL ADEL.PHIA SS R{SSOCtf 1.'Michele Tripodi,a Notary Public.do hereby certify that Regan A.Shuhtan aiid Stephen C.Ruschak personally known to me to be the same persons whose names tire respectively as Secretary and Executive Vice President of doe Arch Insurance Coanpany.a Corporation organircd and existing under the laws of the State of Missouri,subscribed to the foregoing instrument,appeared before nk this day in person and severally acknowledged that they being thercunto duly author zLd signed. sealed with the erurporate seal and delivered lite said instrument as tht free and vohuit_ary acs of said corporation and as their ow•n free and t o�ets fiir the loses and purposes therein set forth, /j I Cass"srrnc'ad Pnraytvanie- :ctsr peal .I.QrI.x .� *flit, FnDtilttY :��;c Mecrrrrr+ktfoitlgMefJtly3lelliQS Mich r acids.�utar hlic ('I:R'I'I FIC'A77UN Np*f LN= My conuuission expires 0731+2025 1.Regan A.Shulman.Secretary of die Arch Insurance Company,do hereby certify that the attached Power of Attorney dated October 13,2021 on behalf of the personts)as listed above is a truc and correct copy and that the Jilin has been in fall force and cffLel since the date therLofand is lit full force and effect on Ilk date of this certificate:and I do further cerify that the said Stephen C.Ruschak,who executed the Power of Attorney as L_xecitive Vice President.was on the date of execution of the attached Power of Attorney the duly elected Executive Vice President of the Arch Insurance Company. IN TESTENIONY WHEREOF.i have hereunto subscribed iffy name and affixed the corporate seal of the Ardn Insurance Company ern thisi9thday of November 2021 A . Re A.Shulman.Secretary This Power of Attorney limits the acts of those named therein to the homds and undertakings specifiealiy tamed therein and they have no authority to,rind the Company except in tic nimmer and to the extent herein stated. , C PLEASE SEND AL I.CLAIM INQUIRIES RELATING TO THIS BOND TO THE FOLLOWING ADDRESS: OA Arch Insurance—Surety Division ? 3 Parkway,Suite I500 usiantwtle Philadelphia,PA 19102 SIX t4Ti ��SIOn� To verify the authenticity of this Power of Attorney,please contact Arch Insurance Company at SuretyAuthentic@archinsurance.com Please refer to the above named Attorney-in-Fact and the details of the bond to which the power is attached. AICPOA040120 Printed in U.S.A. CITY OF ARLINGTON 00 61 41 - 1 INNOVATION CENTER REMODEL PHASE it LABOR MATERIALS AND TAXES PAYMENT BOND LABOR, MATERIAL AND TASTES PAYMENT BOND Surety to have an A.M. Best rating of A:V?s or better. Bond No. SU1168295 KNOW ALL PERSONS BY THESE PRESENTS, that, TRIGO Corripanies, LLf; , as Principal, and Arch Insurance Company , (insert name of surety), as Surety, a corporation duly organized under the laws of the State of MO (insert Surety's state of incorporation), and authorized to do business as a surety in the State of Washington, are held and firmly bound unto the City of Arlington (City) for the use and benefit of claimants as hereinafter defined, in the sum of Fo,r Hundred Ninety E.sm Thousand O� Hunmed Faw and na,00 Dollars ($498.104.00 ), lawful money of the United States of America, plus the total amount of any extra orders issued by the City, for the payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, representatives, successors, and assigns, jointly and severally, firmly by these presents. WHEREAS, Principal has been awarded, and is about to enter into, a Contract with City of Arlington for PROJECT NAME: City of Arlington—Innovation Center Remodel; PHASE It, which contract is by this reference made a part hereof; WHEREAS, the contract is a public works contract, subject to the provisions of RCW Titles 39 and 60, NOW, THEREFORE, the conditions of this obligation are such that, if the Principal shall promptly make payment to all claimants as hereinafter defined, for (a) all labor and material used or reasonably required for use in the performance of the contract and (b) all taxes, increases, and penalties incurred on the above-referenced contract under Titles 50, 51, and 82 RCW which may be due, then this obligation shall be void; otherwise, it shall remain in full force and effect, subject, however, to the following conditions: A claimant is defined as and includes (a) a person claiming to have supplied labor or materials for the prosecution of the work provided for in the contract, including any person having direct contractual relationship with the contractor furnishing the bond or direct contractual relationship with any subcontractor, or an assignee of such person, (b) the state with respect to taxes incurred on the above-referenced contract under Titles 50, 51, and 82 RCW which may be due and (c) any other person or entity as allowed or required by law. 1. The Principal and Surety hereby jointly and severally agree with the City that every claimant as herein defined, who has not been paid in full prior to Final Acceptance of the project, or materials were furnished by such claimant, has an action on this bond for such sum or sums as may be justly due claimant, and may have execution thereon. The City shall not be liable for the payment of any costs or expenses of any such suit or action. (Form continues on next page) CITY OF ARLINGTON 00 61 41 - 2 INNOVATION CENTER REMODEL PHASE it LABOR MATERIALS AND TAXES PAYMENT BOND 2. No suit or action shall be commenced hereunder by any claimant (except the state with respect to taxes, increases, and penalties incurred or; the above-referenced contract under Titles 50, 51, and 82 RCW which may be due) unless the claimant has sent the written notice required under RCW Title 39 to the Principal and to the Community Revitalization PM by registered or certified mail, or by hand delivery, no later than 30 days after Final Acceptance of the Project. The amount of this bond shall be reduced by and to the extent of any payment or payments made in good faith hereunder, inclusive of the payment by Surety of mechanics' liens which may be filed of record against the improvement, whether or not claim for the amount of such lien be presented under and against this bond. The Surety hereby waives notice of any modification of the contract or extension of time made by the City. Signed this 1 gth day of November 2021 Principal. TRICO Companies, LLC Surety: Insurance Co an By: By: Title:Christopher Kiel ,President Title: Chelsea Arnold, Attorney-in- ct Address: 15066 josh Wilson Road Address: 2010 Crow Canyon Place, Suite 320. city/zip: Burlington, WA 98233 city/zip: San Ramon, CA 94583 Telephone: ( ) 360-757-2373 Telephone: 4 ) 415-747-7625 Note: A power of attorney must be provided which appoints the Surety's true and lawful attorney-in- fact to make, execute,seal and deliver this performance bond. END OF LABOR, MATERIAL AND TAXES PAYMENT BOND FORM CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California ) County of Sacramento ) On (�IflU [i 70- before me, Zachary Liberatore, Notary Public Date Here Insert Name and Title of the Officer personally appeared Chelsea Arnold Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. - - A2ACHARY LIBERATORS Notary Public California Signature Sacramento County �. Commission=2280772 Ignature of Notary Public "— My Comm.Expires Ma, 12. 21723 Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: _ Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Signer's Name: ❑ Corporate Officer — Title(s): _ ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Partner — _I Limited ❑ General ❑ Individual IXAttorney in Fact ❑ Individual ❑Attorney in Fact ❑Trustee ❑ Guardian or Conservator ❑Trustee ❑Guardian or Conservator ❑ Other: ❑ Other: Signer Is Representing: Signer Is Representing: ©2014 National Notary Association • www.NationalNotary.org - 1-800-US NOTARY(1-800-876-6827) AIC 0000354302 Tids Pamvr of Attorner limits the acts ofthose named herein,and they pare no andtorht-to hind the Compinly e-reept in ere rnanne•r and to the extent herein staled. Ant vofidpr.%are,Loan,Leger r f Credit.C urre nq-Rate,Interest Rate or Residential 1 blue Guarantees. POIlI ER OF ATTORNEY Know All Persons By These Presents: flats the Arch Insurance Company,a corporation organized and existing under the lass of the State of Missouri,having its principal administmtitc office in Jersey(iiy, New Jersey(hereinafter referred to as the"Company"i does hereby appoint: Anibal Samuel Campos,Benjamin Wolfe.Chelsea Arnold,Doreen A.Green,Kathleen Earle and Stesen N.Passerine of San Ranson,CA(EACH) its true and lawful Attorney(Oin-Fact,to make,execute,seal,and deliver from the date ofissuance of this power for and on its behalf as surety,and as its act and deed: Any and all bonds.undenakings,recognizances and other surety obligations,in the penal suits not exceeding Ninety Million Dollars(S9U.WO.)W.W). This uuthurity does tut permit the sanhc ubiigution to be split into two or more bonds In order to bring each such bond within the dollar fimit ofauthority as Set forth Herein. The execution of such bonds.undemikings,recognizance,and other surety obligations in pursuance of these presents shall be as binding upon the said Cunipany is filly and amply to all intents and purposes.as if the same had been duty executed and acknowfedged by its regularly elected officers at its principal administrative office in Jersey City.New Jersey. This Power of Attorney is exceined by authority of resolutions adopted by unanimous consent of the Board of Directors of the Comlmny on December 10.2020.true and accurate copies of which are hereinafter set forth and are hereby certified to by the undersigned Secretary as being in bill force and effect: "VOTED.That the Chairman of the Board. the President. or the Executive Vice President_or any Senior Vice President.of the Surety Business Division.or their appointees designated in writing and filed with the Secretary, or the Secretary shall Bate file power and authority to appoint agents and anorncys-in-fart- and to authorize them subject to the limitations set forth in their respective powers of attorney,to execute on behalf of the Company,and attach the seat of else Company thereto.bonds.undertakings.recognimnees and other surety obligations obligatory in the nature thereof:and any such officers of the Company may appoint agents fior acceptance of process." 'rhis Power of Attonwy is signed.scaled and certified by facsimile under and by authority of the hollowing resolution adopted by the unanimous consent of the Board of Directors of the Company on December Ill,2020: VOTED. That the signature of the Chairnrm of the Board.the President, or the Executive Vice President.or am- Senior Vice President. of the Surety Business Division.or their appointees designated in writing anti filed with the St%.-retury.and the signature of the Secretary.the seal of the Company,and certifications by the Secretary,may be atiixed by facsimile on any power of attorney or bond executed pursuant to the re Allutitmi adopted by the Bmiri of Directors on December 10.2020. and any such power so exected. scaled and certified with respect Rr any bond or undertaking to which if is attached.shall continue to be valid and binding upon the Company. In'testimony Whereof.the Company has caused this instrument to he signed and it%corporate seal to he affixed by their authorized officers,this 13'day of October,2021, g� �C Attested and C/e]rtified�] O Arch Insurance Company 4 Y t U t v sex s9n Regan .Shulman.Secretary Stephen C.Ruschak.Executive Vice President STATE OF PENNSVL\:ANIA SS COUNTI'OF PHILADELPHIA SS �f3cOrd I.Michele Trbpodi,a Notary Public,do hereby certify that Regan A.Shulman and Stephen C.Rusch ak personally known to me to be the same persons whose names are respectively as Secretary and Fsecutive Vice President of the Arch insurance Comp any.it Corporation orpnizvd and existing under the laws of the State or Missouri,subscribed to the foregoing instrument,appeared before me this day in person and setcrall acknowledged that they being thercunto duly authorized signed. scaled with the corporate seal and delivered the said instrument as the free and yoiuntary act of sad corporation and as their own free and voluntary acts for the uses and purposes therein set forth. Corttrtianwraftto of lfteNis/tvaAta-suite:t Scsb � /P MKHE(F TAWM'fl try ft.41C ihftade(phiaCou,ty Mich Ie16- Coaenfafoa K0111 et 116db2t push.Nola ub is My Cortmkf'an Expires,AAy 31,M25 My commission expires 07,31 2024; C'ERTIFiC'ATION I.Regan A.Shulman.Secretary of the Arch Insurance Company.do hereby certify that the attached Posher of Attorney dated October 13,2021 an behalf of the person(s)as listed abuse is a true and correct copy and that the Saint:has been in full fiorce and effeci since the date thercofand is in fill force and effect on the date of this certificate:and I do further cell ify that the said Stephen C-Ruschak,who executed the Power of Attorney as Executive Vice President,was on the date of execution of the attached Power of Attorney the duly elected Erceutive Vice President of the Arch Insurance Company. IN TESTIMONY WHERF'OF,i have hereunto subscribed my name and affixed the corporate seal of the Arch Insurance Company on this 19tltfay of November. 20 21 Re A.Shuhnan.Secretary This Power of Attorney limits the acts of those named therein to the fonds and undenakings 4. wafically named therein and they have no authority to hind the Company except in tie manner and to tlw extent herein stated. PLEASE SEND ALL CLAIM INQUIRIES RELATING TO THIS BOND TO THE FOLLOWING ADDRESS: Arch insurance—Surety Division 3 Parkway,Suite 15100 1 w 16 Philadelphia,PA 19111 O 2 1971 14 004 To verify the authenticity of this Power of Attorney,please contact Arch Insurance Company atSuretVAtithentic@'rchinsurance.com Please refer to the above named Attorney-in-fact and the details of the bond to which the power is attached. AICPOA040120 Printed in U.S.A.