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HomeMy WebLinkAbout17902 59TH DR NE_BLD20120101_2026 BUILDING INSPECTION REPORT Gtt Y o�, Permit No. W Address: 12- 40pk *Ar 'y Contractor: [��"XOCd et tN G'v Owner: /.� Date: 0131/3 APPROVAL ® PARTIAL APPROVAL ® VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before Inspector: VeA Date: G Under-floor G Framing XGas Piping ® Footing G Drywall, nailing G Consultation ® Foundation G Shear Nailing G Groundwork ® Mechanical G Grid G Struct. Slab ® Wood Stove G Rough-in G Final G Masonry ® Drainage G Insulation ® Other: r BUILDING INSPECTION REPORT G1�Y O� Permit No. � Address: 7�i Contractor:jN G�O� Owner: Date: APPROVAL PARTIAL APPROVAL Ep VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before Inspector: Vh a Date: ® Under-floor ® Framing ® Gas Piping ® Footing ®Drywall, nailing ® Consultation ® Foundation ®Shear Nailing 'Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: BUILDING INSPECTION REPORT G8.11 Y o� Permit No. 13 - 01,0/ Address: Cont 01 ractor: 5 +QNG�0 - Owner: ' Date: ® APPROVAL ® PARTIAL APPROVAL ® VIOLATION CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before bkS_"t '3 WC-5-7, Inspector: ~ Date: 11-2 ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: BUILDING INSPECTION REPORT Y�Y �� Permit No. L Odor Address: fZ � W!6 Contractor: 7�IlN G1�� Owner: Date: APPROVAL PARTIAL APPROVAL c VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before Ar Inspector: Date: ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation Shear Nailing ® Groundwork Ell Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: BUILDING INSPECTION REPORT Gar Y of. Permit No. 12—AA l Address: ',�. Contractor: Owner: Z/ Date: 7 APPROVAL PARTIAL APPROVAL ® VIOLATION CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before X. 12 - l 7 4�zn- ev Inspector: Date: 7 1�/3 ® Under-floor ® Framing ® Gas Piping 0 Footing ® Drywall, nailing ® Consultation ® Foundation Shear Nailing ® Groundwork ® Mechanical Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: BUILDING INSPECTION REPORT G�z Y o� Permit No. 12 — Address: l 12 41r, Contractor: Owner: Date: APPROVAL ® PARTIAL APPROVAL ® VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before Inspector: Date: 3 ® Under-floor XFrarning ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation 0 Other: BUILDING INSPECTION REPORT G�TY �� Permit No. Address: �67 7,prt Contractor: C i-e--y-rA 977ZY16A,_S 1V G Owner: „b 1,l. u (A),(Co)C0r1 Date: APPROVAL PARTIAL APPROVAL VIOLATION CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before Inspector: Date: 5*/ -5 ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: pb 6VKYA BUILDING INSPECTION REPORT G1z Y o, Permit No. 42 — Opel Address: /7 7 f �� Contractor: NG Owner: Date: - - - _ APPROVAL PARTIAL APPROVAL EP VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before ZLIJ l l�/ / L' /GG iJl/ /ff✓/J ,��rIZ' Inspector: Date: ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid Vinal truct. Slab Ell Wood Stove ® Rough-in ` ® Masonry _ ® Drainage ® Insulation Other: BUILDING INSPECTION REPORT Gt�Y o� Permit No. Address: 17-f/2 6 Contractor: 7�t.r GSO Owner: �6144 Date: _ A//_rg AAPPROVAL ® PARTIAL APPROVAL ® VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before br Inspector: D Date: �3 ® Under-floor ® Framing ® Gas Piping XFooting ® Drywall, nailing ® Consultation Ell Foundation ®Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation 0 Other: BUILDING INSPECTION REPORT Gl�Y o� Permit No. Address: err o Contractor: Owner: Date: — ® APPROVAL PARTIAL APPROVAL ® VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before Inspector: o Date: ® Under-floor ® Framing ® Gas Piping ,Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: BUILDING INSPECTION REPORT tic Y o� Permit No. Address: f 7?12- 7 Contractor:lNGi-o" Owner: L�5� i4 Date: �ZZ ® APPROVAL PARTIAL APPROVAL ® VIOLATION Ep CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-035-0674 FOR RE-INSPECTION by 5:00 pm the day before C) 7ZO 4 c 44W- Inspector: Date: /z 3l /2- ® Under-floor ® Framing ® Gas Piping Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation 0 Other: CITY OF ARLINGTON 238 N.OLYMPIC AVE.-ARLINGTON,WA.98223 PHONE:(360)403-3551 BUILDI.NG PERMIT Adcaess:17912 59TH DR NE,ARLINGTON Permit#:BLD20120101 Parcel#:31052200300100 Valuation:$899,640.00 JiLt APPLICANT+ COMRAChOR ARLINGTON MUNICIPAL AIRPORT CARRERA PACIFIC HANGARS LP-HANGAR B CARRERA HANGARS LP CITY OF ARLINGTON DUANE WILCOXON DUANE WILCOXON 18204 59TH DRIVE NE-HANGAR B 20288 MOUNTAIN VIEW RD 20288 MOUNTAIN VIEW RD NE ARLINGTON,WA 98223 DUVALL,WA 98019 DUVALL,WA 98019 Lie#:CARREHL897D8 Exp:3/28/2013 VLUNIBIN62$7V' HANICALfRACPOR — Lie#: Exp Lie#: Exp JOB DESCRIPTION HANGAR B,22,785 SQ.FT. LOT 13 PERMIT TYPE: Commercial PERMIT GROUP: Miscellaneous STORIES: 1 CONST TYPE: V-B DWELLINGUNITS: 0 OCCGROUP: U CODE: 2009 IBC OCC LOAD: N/A PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC110/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. 1 v tz-/r Signat a Print Name Date eleased Vy. Date ARCHIVE = APPLICANT ASSESSOR OTHER BLD20120101 THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. • FYI'S: • If any archeological items are discovered during construction,the unanticipated discovery protocols will need to be followed. Per B.B:Public Works 360403-3440. • Provide 2A:IOB:C rated portable fire extinguisher per individual storage unit.Per T.C.-Fire 360 403-3607. • All businesses going into these hangars need to have a business license. The contractor,if fromoutside the city needs to have an out of city license.Per S.P:Busuiness License.360 403-3504. • If the Hangars has a water service that only service a restroomthere are no Cross Connection requirements.If Yard Hyrdrants are installed a DCVA is required at the service as premice isolation,if Hose Bibbs are installed they must have a non removable AVB.Cross Connection requirements may change if the Hangar is used for other than a airplane storage. Per G.T:Utilities 360 403-3526. PERMIT FEES Date Description Fee Amount Paid Balance DA 3/22/2012 Traffic Mitigation(QTY: 1) $729.71 $0.00 $729.71 3/28/2012 Building Permit Fee(QTY. 1) $6,594.46 $0.00 $6,594.46 3/28/2012 Building Plan Check Fee(QTY.1) $4,286.40 $0.00 $4,286.40 3/28/2012 State Building Code Surcharge(QTY:1) $4.50 $0.00 $4.50 Total Due: $11,615.07 $0.00 $11,615.07 CALL FOR INSPECTIONS BUILDING/INGINEEMG/PARKS/UTILITIES/FINAL(360)435-0674 FIRE(360)403-3607 When calling for an inspection please leave the following information: Permit Number,Job Site Address,Type of inspection being requested,Contact Name and Phone Number,Date Prefereed,and whether you prefer morning or afternoon. • C-Footings • C-Foundation Wall • C-Foundation Drainage • C-Plumb Ground Work • C-Plumb Rough In • C-Gas Test/Pipe • C-Equipment-Mechanical • C-ShearNailing-Exterior • C-Ceiling Grid • C-Framing • C-Insulation/Caulk • C-SheetrockNail • C-Building Final • C-Roof Drains • C-Underfloor • C-Structural Slab BLD20120101 (PT-LIVE) - PermitTrax by Biteo Software Page 1 of 1 BUILDING PERMIT PERMIT M BLD20120101 s7C� APPLICANT: CARRERA PACIFIC HANGARS L... STATUS: APPLIED ADDRESS: 17912 59TH DR NE,ARLINGTON BALANCE: $11,615.07 ISSUED: — CREATED: 3/21/2012 SCREENS) sect Screen... FUNCTIONS: Select Permit Function... _ MISCELLANEOUS REVIEWS PRINT ADD NEW SUMMARY REVIE... DESCRIPTION ASSIGNE... DUE DATE LAST (#) RE.. DO... ASSIGN REMOVE 1000 P-Cross Conn Premise Isol... GTARA... 3/28/2012 3/27/2012 1 Y Y Assign Remove 1002 P-Engineering I ESCOTT 3/28/2012 3/22/2012 1 Y Y Assign Remove 1004 P-Engineering II MHAYES 3/28/2012 0 Y N Assign Remove 1014 P-Public Works I LTAYLOR 3/28/2012 3/26/2012 1 Y Y Assign Remove 1016 P-Public Works II LPETER . 3/28/2012 3/27/2012 1 Y Y Assign Remove 1020 P-Sewer FRAPEL.. 3/28/2012 3/23/2012 1 Y Y Assign Remove 1026 P-Utilities Fees RSHEP... 3/28/2012 3/21/2012 1 Y Y Assign Remove 1028 P-Water EANDE... 3/28/2012 3/22/2012 1 Y Y Assign Remove 2000 C-Building I CYOUNG 3/30/2012 3/28/2012 2 Y N Assign Remove 2008 C-Community Development I BFECHT 3/30/2012 3/28/2012 2 Y N Assign Remove I 2012 C-Natural Resources BBLAKE 3/28/2012 3/26/2012 1 Y Y Assign Remove 2014 C-Planning I THALL 3/28/2012 3/22/2012 1 Y Y Assign Remove 3002 X-Executive SPHELPS 3/28/2012 3/22/2012 1 Y Y Assign Remove _I 3004 X-Fire TCOOPER 3/28/2012 0 Y N Assign Remove 6 l�- Tv (� C https://coapermits.arlington.local/PennitTrax/Module Permits/Permits Permit/Permit Rev... 3/28/2012 i �- - . ;. - ' Permit Review Details Permit: BLD20120101 1000 Complete? Y 03/27/2012 GTARARAN 20 If the Hangars has a water service that only service a restroom there are no Cross Y Connection requirements.if Yard Hyrdrants are installed a DCVA is required at the service as V/ premice isolation,if Hose Bibbs are installed they must have a non removable AVB. Cross Connection requirements may change if the Hangar is used for other than a airplane Ql storage. Total Time: 20 1002 Complete? Y 03/22/2012 ESCOTT 0 No comments y Total Time: 0 1004 Complete? N Total Time: 0 1014 Complete? Y 03/26/2012 LTAYLOR 5 No comments Y Total Time: 5 1016 Complete? Y 03/27/2012 LPETERSON 15 no comments Y Total Time: 15 1020 Complete? Y 03/23/2012 FRAPELYEA 5 No comments Y Total Time: 5 1026 Complete? Y 03/21/2012 RSHEPARD 0 my understanding is that there will be no water or sewer connected to the hangar at this Y address. Total Time: 0 1028 Complete? Y 03/22/2012 EANDERSON 10 No comments Y Total Time: 10 2000 Complete? N 03/28/2012 CYOUNG 60 OK to issue once we receive structural cales. y 03/28/2012 BFECHT 5 Structural calcs and wet stamp plans rec'd. N Total Time: 65 2008 Complete? N 03/22/2012 BFECHT 10 Traffic mitigation fee added,per PLN20110042&PWD20110116. N 03/28/2012 BFECHT 10 Structural calcs and wet stamp plans rec'd. N Total Time: 20 2012 Complete? Y 03/26/2012 BBLAKE 5 No critical areas issues on this parcel. Always remember th4if any archeological items are Y uncovered that unanticipated discovery protocols will need to e followed 1 V thanks / BB Total Time: 5 2014 Complete? Y 03/22/2012 THALL 10 1.Per LU permit, the proportionate share of the proposed development's traffic mitigation for Y the City is$1,442.65,which shall be paid at the time of building permit issuance.This is for both BLD20120100 and 101. 2.Per LU permit,prior to issuance of the building permit,the applicant shall complete all required or voluntary improvements unless otherwise secured and authorized by the City 3/30/2012 11:56:32 AM Page 1 of 2 S � ::. i Engineer. Total Time: 10 3002 Complete? Y 03/22/2012 SPHELPS j 2 All businesses going into these hangars need to have a business license. The contractor,if Y from outside the city needs to have an out of city license. Total Time: 2 3004 Complete? Y 03/29/2012 TCOOPER 10 1.Provide at least(1)2a10bc rated fire extinguisher per individual storage unit. Y Total Time: 10 Total Reviews: 16 Total Time: 167 3/30/2012 11:56:32 AM Page 2 of 2 COMMERCIAL APPLICATION SUBMITTAL CHECKLIST Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS UNITS CONTAINING TOWNHOUSES OR THREE OR MORE UNITS.THIS APPLICATION MUST BEACCOMPAN/ED BYA COMMERCIAL APPLICATION SUBMITTAL CHECKLIST AND AN OCCUPANT'S STATEMENT OF INTENDED USE. J�. 1I A /L�I I• ���i/ Name of Project: 1 a 1 1. Y Valuation: Project Address:i--L_-1_� 5 l �� C o D- �� Parcel ID#: J1059 DQU;40WZX-) Legal DescriptidO Owne )a8' I I % Phone Number: � Address: 'g 10 to State:I/lDCk Zip Code: � Engineer• d 1 I �/1 � n I VIQ, Phone Number: Cell Phone: JFax: E-mail: Address: City: State: Zip Code: General Contractor:���Q�"► Phone Number: Cell Phone: Fax: E-mail Address: City: State: Zip Code: Contractor's License Number: Expiration: Contact Person: Phone Number: Cell Phone:` oJ- Wg-W(D Fax: E-mail: Y1fCzX\.0,6-Y) Address: City: State: Zip Code: Proposed Scope of Wo Qmsea9;-+ S. hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- d 'bed property will be in accordance with the laws, rules and regulation of the State of Washington. Fj-F ---n -.Cr Applicants Signature Date k6 Duo-w- to i oniD& - MAR 2 0 2012 Print Applicants Name VI .;[' -- FOR STAFF USE ONLY Qo I c)l 6 Permit# Accepted By Amount Received Receipt# Date Received Web Forms—146 Page 6 of 9 7/10CJY � '� ,, �. �1 y n �,�� COMMERCIAL APPLICATION SUBMITTAL CHECKLIST Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX(360)403 3418 The building permit does not include any mechanical,electrical, plumbing or fire sprinkler/alarm work. These permits are issued separately. Mechanical, electrical, plumbing, or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be issued.You must provide the Permit Center a copy of the approval letter or the approved plans. Contact the Snohomish County Health District at(425)339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications.To determine if your project requires an intake appointment,to schedule an appointment or to ensure that you have the most current information, please contact the City of Arlington Permit Center at(360)403-3551 or by email to oermitcenterrrilc^arlin�c ton wa us. Application by courier or mail will not be accepted. Incomplete applications will not be accepted. acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a comr,s mittal. //���� �� -firSign (mot-- UV U to e: ZU er/ wner's Representative Company. Phone: S•Q -3(-0 b Web Forms—146 Page 5 of 9 7/10CJY ��. ��' 7 , COMMERCIAL APPLICATION SUBMITTAL CHECKLIST Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, W'AA 98223 • Phone(360)403 3551 • FAX(360)403 3418 Project Name/T e nant r' .� Q ��1 c� �I > Site Address 1vll�� E5 . QC NJ.L Bldg nit/Suite g8Z3 IBC Construction Type IBC Occupancy Type Description of Use WAQML kbtA e, Building Square Footage,� ��`�L umber of Stories 7� Square Footage Per Floor Will there be any installation, modification or removal of the following? (Check all that apply) ❑ Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids(tanks, piping etc...) ❑ Hazardous materials ❑ High piled/rack storage ❑ Industrial ovens/furnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure,tents(>200sq ft)or canopies(>400 sq ft) Provide details on any of the above checked items: Installation,changes,modifications or removal of any of the above may require additional submittals, information,or permits during the plan review or construction process. Lft—(2h,�f�t)�o y' Printed Name of Occupant/Agent u0b �W-31R L-W� �Wl I'Aj I Si n ture of Occupant/Agent Date Web Forms—146 Page 7 of 9 7/10CJY I Page 1 of 1 :A4t: r � 5 �• 111 •��f pp' •jri ��4��s11 C G b7100 t►� , i 2�S�bf 00 •t . L cc w http://gis.snoco.org/output/Assessor_pmz-arcims45963596948.jpg 3/21/2012 I A Y C y `a E DE S' S l 0- p_ p _ Sw &z r ti iv' 'L '0 L p N A M y y O ` p p y O O r' r 2 p N � � H 19 41 uooa�g4 \n > p� 1 `' R nil 0 k� w » `A[l O- ` 3 z 3 :.: C Contractors or Tradespeople Pripfej Friendly Page Page 1 of 1 General/Specialty Contractor A business registered as a construction contractor with Lftl to perform construction work within the scope of its specialty.A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name CARRERA HANGARS LP UBI No. 603009204 Phone 4254183680 Status Active Address 23022155Th Ave Se License No. CARREHL897D8 Suite/Apt. License Type Construction Contractor City Snohomish Effective Date 3/28/2011 State WA Expiration Date 3/28/2013 Zip 98296 Suspend Date County Snohomish Specialty 1 General Business Type Limited Liability Partnership Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date CARRERA PACIFIC CORP Agent 03/28/2011 WILCOXON, DUANE EARL Partner/Member 03/28/2011 CARRERA PACIFIC CORP Partner/Member 03/28/2011 Bond Information No records found for the previous 6 year period Assignment of Savings Information Savings Assignment of Savings Account Number Effective Date Release Date Assignment Type Impaired Date Amount Received Date 2 4612102105 3/28/2011 Until Bond $12,000.003/28/2011 Released Insurance Information Insurance Company Name.Policy Number!Effective Date Expiration Date Cancel Date Impaired Date Amount lRecelved Date 2 James River Insl000474191 03/16/2012 03/16/2013 $1,000,000.00 03/12/2012 — lCo I I 1 Caomes River Ins 000474190 03/16/2011 03/16/2013 03/16/2012 I$1,000,000.00 03/12/2012 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 3/21/2012 _ �-• I I ,� COMMERCIAL APPLICATION SUBMITTAL CHECKLIST Department of Community Development City of Arlington • 238 N Olympic Ave. -Arlington, WA 98223 - Phone (360)403 3551 • FAX(360)403 3418 The following minimum information is required for your Commercial/Multi-Family Building Permit Application. Mark each box to designate that the information has been provided. Please submit this checklist as part of y ur submittal documents. incomplete applications will not be accepted. One(1) City of Arlington Commercial/Multi-Family Permit Application (One permit application per building or structure is required) One(1) City of Arlington Commercial/Multi-Family Submittal Requirements Form Three(3) Site Plans One (1) 11"x 17" Site Plan 0 Three(3)Architectural Drawings ❑ One (1) 11 "x 17" Set of Building Elevations Three(3) Structural Drawings ' Three(3) Structural Calculations- One 1✓> �js�� 1h M (1) Geotechnical Engineering Reports (if applicable) 1 �1 One(1) Project-SpecifiQation Manuals (if applicable) �❑ One (1) NREC Code Compliance Forms ne (1)Special Inspection Requirements Forms aEl ne (1) Occupant's Statement of Intended Use Form ❑ One(1) Letter of Verification of Water and Sewer Availability from City of Marysville(if applicable) Drawings shall be BOUND SEPARATELY BY TYPE, architectural, structural and landscape, and then ROLLED TOGETHER IN COMPLETE SETS> An intake appointment is required for all new Commercial or Multi-Family Building Permit Applications. To schedule an appointment please contact the City of Arlington Permit Center at(360) 403 3551 or by email to Pre App Appointment Request. I acknowledge that all items designated above are included as part of this application. Appli7as Signature Date Web Forms—146 Page 1 of 9 7/10CJY N- - - I -- - ' I COMMERCIAL APPLICATION n SUBMITTAL CHECKLIST Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 PRIOR TO ISSUANCE OF A PERMIT, THIS FORM MUST BE COMPLETED IN ITS ENTIRETY AND RETURNED TO THE CITY FOR APPROVAL. THE COMPLETED FORM MUST HAVE THE ORIGINAL SIGNATURES OF ACKNOWLEDGEMENT OF ALL PARTIES. Name of Project: Project Address: Owner: Phone Number: Address: City: State: Zip Code Architect: Phone Number: Address: City: State: Zip Code Engineer: Phone Number: Address: City: State: Zip Code General Contractor: Phone Number: Address: City: State: Zip Code DUTIES AND RESPONSIBILITIES Special Inspection Firm Special Inspectors: The Special inspection Firm of will perform special inspection for the following types of work(separate forms must be submitted if more than one firm is to be employed). ([3 Reinforced Concrete ([J Bolting in Concrete ® Pre-stressed Concrete ([3 Shotcrete (� Structural Masonry ® Structural Steel and Welding (� High-Strength Bolting (� Spray-Applied Fireproofing ® Smoke-Control Systems (ED Other Specify All individual inspectors to be employed on this project will be WABO certified for the type of inspection they are to perform. If inspection is for work that is not covered by the WABO categories, a detailed resume of the inspector and firm must be submitted.The resume must show the inspector and firm are qualified to perform the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions and addenda sheets will not be used for inspection unless approved by the City.The special inspector shall report to the City revisions that are not approved. A daily record will be maintained on site itemizing the inspections performed, for the review of all parties.Any nonconforming items shall be brought to the immediate attention of the contractor for resolution.A weekly shall be submitted to the City; detailing the inspections and testing performed, listing any nonconforming items and resolution of nonconforming items. Unresolved nonconforming items will be detailed on a discrepancy report and presented to the building department. A final report shall be submitted to the Building Division prior to the Certificate of Occupancy being issued. This report will indicate that inspection and testing was completed in conformance with the approved plans,specifications and approved revisions and addenda. Any unresolved discrepancies must be detailed in the final report. The special inspector and special inspection firm serve in the role as"deputy"City of Arlington inspectors and as such are responsible to the City of Arlington Building Division in the performance of the required work. Web Forms—146 Page 8 of 9 7/10CJY f , COMMERCIAL APPLICATION SUBMITTAL CHECKLIST Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plans and specifications must be made available, at the job site for the use of the special inspector and the City Inspector.The contractor shall maintain all daily inspections reports, on site, for review. The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections. No concrete shall be poured or other work covered until approved by the City Inspector. Building Division: The Building Division shall review any revisions and addenda.Approved copies will be given to the contractor to maintain as part of the approved plan set. The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed. Design Professionals: The architect and engineer will clearly indicate on the plans and specifications for the specific types of special inspection required, and shall include a schedule for inspection and testing. The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals are obtained, prior to work shown on the revisions being performed. Owner: The project owner, or the architect or engineer acting as the owners agent, shall employ the special inspector or agency. ENFORCEMENT: A failure of the special inspector or firm to perform in keeping the requirements of the IBC,the approved plans and this document may void this agreement and the Building Officials approval of the special inspector. In such case a new special inspector and/or firm would need to be proposed for approval.A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project, until nonconforming items have been resolved. ACKNOWLEDGEMENTS I have read and agree to comply with the terms and conditions of this agreement. Owner: Date General Contractor: Date. Architect: Date: Engineer: Date: Special Inspection Agency: Date: City of Arlington Building Official: Date Web Forms—146 Page 9 of 9 7/10CJY � � f 1 it - .� i r COMMERCIAL APPLICATION SUBMITTAL CHECKLIST Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 A. FEES DUE AT TIME OF PERMIT APPLICATION The following non-refundable fees will be collected at the time of application for all tenant improvements projects 1. Building Plan Check Fee B. CODES The City of Arlington currently enforces the following: International Codes 1. 2009 International Building Code(IBC) 2. 2009 International Residential Code(IRC) 3. 2009 International Mechanical Code(IMC) 4. 2009 International Fuel Gas Code(IFGC) 5. 2009 International Fire Code(IFC) 6. 2009 Uniform Plumbing Code(UPC) 7. 2009 International Property Maintenance Code(IPMC) 8. 2003 Accessible&Usable Buildings and Facilities(ICC/ANSI 1417.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56&51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 51-13 Washington State Ventilation and Indoor Air Quality Code 8. WAC 296-46B Electrical Safety Standards,Administration, and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided. (IBC Table 1804.2&IRC R401.4.1) D. PLANS AND DRAWINGS Submit three(3)complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24",or maximum 30"X 42"paper.All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible, with scaled dimensions, in indelible ink, blue line, or other professional media. Plans will not be accepted that are marked preliminary or not for construction, that have red lines, cut and paste details or those that have been altered after the design professional has signed the plans. Please Note:A separate submittal of plans is required for each building or structure. Web Forms—146 Page 2 of 9 7/10CJY . . I COMMERCIAL APPLICATION SUBMITTAL CHECKLIST Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. ❑ SITE PLAN— REQUIRED WITH ALL SUBMITTALS (May be included as part of the Architectural Drawing cover Sheet) 1. Drawing shall be prepared at scale not to exceed 1"=20 feet. 2. Show building outline and all exterior improvements. 3. Provide property legal description and show property lines. 4. Provide dimensions from the property lines to a minimum of two building corners(or two identifiable locations for irregular plan shapes). 5. Show building set backs,easements and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation contour lines. 9. Show the location of all existing underground utilities, including water,sewer, gas and electrical. 10. Flood hazard areas,floodways, and design flood elevations as applicable. B. ❑ ARCHITECTURAL DRAWINGS 1. ❑ Cover Sheet a) Building Information 1. Specify model code information. 2. Construction Type. 3. Number of stories and total height in feet. 4. Building square footage(per floor and total) 5. IBC Occupancy Type(show all types by floor and total). 6. Mixed-use ratio(if applicable) 7. Occupant load calculation(show by occupancy type and total) 8. List work to be performed under this permit b) Design Team Information 1. Design Professional in Responsible Charge 2. Architects 3. Structural Engineers 4. Owner 5. Developer 6. Any other Design Team Members 2 ❑ Floor Plan a) Plan view 1/8"minimum scale. Details a minimum %-inch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan. (on every floor, in all rooms and spaces) e) Show ALL exits on the plans; include new, existing or eliminated. f) Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms,walls and shafts. h) Note the uses in the adjacent tenant spaces, if applicable. i) Provide a door and door hardware schedule. Web Forms—146 Page 3 of 9 7/10CJY i .� i i COIL COMMERCIAL APPLICATION SUBMITTAL CHECKLIST Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 j) Show the location of all new walls, doors,windows, etc. k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls, doors,windows and penetrations. m) Provide a legend that distinguishes existing walls,walls to be removed and new walls. 3. ❑ Reflected Ceiling Plan a) Plan view 1/8"minimum scale. Details a minimum '/4-inch scale. b) Provide ceiling construction details. c) Provide suspended ceiling details complying with IBC 803.9.1.1. Show seismic bracing details. d) Show the location of all emergency lighting and exit signage. e) Detail the seismic bracing of the fixtures. f) Include a lighting fixture schedule. 4. ❑ Framing Plan a) Specify the size,spacing, span and wood species or metal gage for all stud walls. b) Indicate all wall, beam and floor connections. c) Detail the seismic bracing for all walls. d) Include a stair section showing rise, run, landings, headroom, handrail and guardrail dimensions. 5. ❑ Storage Racks(if applicable) a) Structural calculations are required for seismic bracing of storage racks eight feet or greater in height. b) Eight feet or less,show a positive connection to floor or walls. NOTE: High pile storage shall meet the requirements of current International Building and Fire Codes. C. SPECIAL INSPECTION 1. Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1. D. ❑ WASHINGTON STATE ENERGY CODE 1.Two completed Washington State Non-Residential Energy Code Envelope Summary forms. E. OCCUPANT'S STATEMENT OF INTENDED USE 1. The Occupant's Statement of Intended Use form shall be completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIS). Contact the Arlington Web Forms—146 Page 4 of 9 7/10CJY H x tri CB, n z ON 00 > �. > g ° 00 tTl o I-d C7 x ~ !i Z7 Cr1 n � n z `c O y y I y o c CJ o c� n ¢ Gd Gd < O H trJ adz alpnz � > rp ® y y0 z d d fD z Z o rD m rD tri Cri H G� It " [ U) CD'tQ rD n n ll--a d d W r o z � z r on rD c� d CD No a > n0 x a O r. z 2) m ,u �_� I Page 1 of 2 +!:t JOBSITE COPY ELECTRICAL CONTRACTOR ELECTRICAL WORK PERMIT #2287691 E Contractor Name License Number Installation Description: SMOKEY POINT ELECTRIC INC SMOKEPE933MB 200 AMP SERVICE,14 FEEDERS , ALTERED SERVICE FEEDER Purchasers mailing address 3810 166TH PL NE STE 203 service inspect: ARLINGTON WA 98223 Description Quantity Amount Telephone number �! 3606511252 New Service or Largest Feeder_- 101 -200 AMNj IJ $118.66 - Premises owner's name dditional Service or Feeder- 1 - 100 AMP I'Ti Carrera Hangers $833.00j Address of inspection Itered Service or Feeder no circuits - 1 -200 n 17912 59th DR. NE BLDG. B P97.40 Inspection Fee: $1,049.00 ARLINGTON The department will perform 1 inspection for permits where total fee paid on permit is less Power company than$89.79. For more than 1 inspection, Snohomish County PUD _additional fees are required. Additional Fees May Be Assessed Upon Field Inspection This permit expires one (1)year after the date of purchase. Applied:9/26/2013 Expiration:9/26/2014 Date Approved By Date Approved By WALLS Insulation Only — SERVICE Cover FEEDER CEILING Insulation Only THERMOSTAT Cover DITCH Inspection Date Area, Building or Equipment Inspected Action Taken El�trlcal Inspector 14, VI'/ �- Property Owner: This is your permanent record of inspection Attention Applicant! The Department will not conduct this inspection if there are unrestrained animals on the premises. Failure to comply with this requirement may result in additional inspection service fees and delay in service. https:Hsecureaccess.wa.gov/lni/epis/rptPennit.aspx 10/9/2013 � i i �� r Christopher Young From: Jay Lemke Sent: Monday, October 14, 2013 12:55 PM To: Christopher Young Subject: RE: Carrera Hangars Bldg A& B Chris, Building A- Monitoring manhole still needs a concrete pad around the frame and cover Building B- 1) Cleanouts are not finished 2)A large amount of dirt fell into the south end sewer stub and made it into the monitoring manhole and also went about 40 feet down the sewer main. We sent our camera down the sewer main to verify this. The sewer main, monitoring manhole and the stub will need to be cleaned. 3) A video report of the new sewer main has not been provided to me for inspection. Thank you, Jay Lemke Lead Collections System Specialist City of Arlington DESK: 360-403-3552 FAX.• 360-403-3514 E-MAIL: ilemke(D-arlin_gtonwa._gov From: Christopher Young Sent: Monday, October 14, 2013 7:27 AM To: Earl Anderson; Jay Lemke; Marc Hayes Subject: Carrera Hangars Bldg A & B Guys—Camera is getting close to final occupancy for Hangar B so please let me know if there are any outstanding issues for Hangar A and also if there are any issues with Ilangar B. Thanks, Christopher Young Building Official City of Arlington 360-403-3432 cvoung@arlingtonwa.aov Iowa :. I - - - - ;� .� Christopher Young From: James Kelly Sent: Monday, August 12, 2013 12:15 PM To: Jay Lemke Cc: Fred Rapelyea; Christopher Young Subject: Carrera Hangers East Side Hanger Sewer Extension (08-12-13) Jay— For your information, below is a table we prepared that summarizes connection fee costs for the east side Carrera Hangers sewer extension. Per our discussion with Mac Engineering, LLC this morning, the hanger owner only wants three sewer stubs, so they might be going with the middle option. Please have the engineers run the plans through the permit center so they can have a copy for cross-checking when the review the commercial plumbing permit for this hanger. Thanks—Jim Water/Sewer Water Meter Sewer Sewer Number of Services Meter size ERU's Connect Fee Fee Charge Fee Inspection Public Restrooms(1-2) 3/4 inch 1 $ 13,600.00 $ 4,300 $ 720 $8,400 $ 180 Public Restrooms plus 3/4 inch 2 $ 26,336.00 $ 8,600 $ 720 $16,800 $ 216 5-6 hanger restrooms Public Restrooms plus 6-19 hanger restrooms 1 inch 3 $ 45,882.00 $19,350 $1,080 $25,200 $ 252 NOTES * Restroom fixture count is based on 1 lavatory and 1 toilet * ERU=Equivalent Residential Unit. * Charges include meter fees and inspections. * Prices are valid for??? 1 J I �: CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 02 PHONE; (360) 403-3551 BUILDING PERMIT Address: 17912 59th Dr#B Permit#:153 Parcel#:31052200300100 Valuation: OWNER APPLICANT CONTRACTOR Name:City of Arlington Name:Carrera Hangars LP Name:Carrera Hangars LP Address: 18204 59th Drive NE Address: 17912 59th Drive NE Address: 17912 59th Drive NE City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223 Phone:360-403-3470 Phone:425-418-3923 Phone:425-418-3923 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name:Carrera Hangars LP Name: Address: 17912 59th Drive NE Address: City,State,Zip:Arlington,WA 98223 City,State,Zip: Phone:425-418-3923 Phone: LIC#: I:XP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Mechanical CODE YEAR: STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HISMER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlin ton must be reported on your sales tax return form and coded 54,f rli to #3 Ol. lJ �� Si ature Print Name Date eleased By fDat, CONDITIONS THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 7/30/2013 Gas Outlets Base Fee 1 to 5 $10.00 7/30/2013 Mechanical Fee(Enter Fixture Fee) $125.00 7/30/2013 Mechanical Permit Base Fee $50.00 Total Due: $185.00 Total Payment: $0.00 Balance Due: $185.00 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon r� i _ . - } - �' � �. N . �I 0 � Permit Information Date 7/30/2013 Permit Number 153 Project Name John&Christina Gregory Permit Type Mechanical Site Address 17912 59th Dr#B Description Mechanical Valuation 0.00 Square Feet 0 Status Applied Permit Issued Permit Expires Phone Email Occupancy Load Type of Construction Proposed Use Mechanical Number of Stories 0 Assigned To Amy Rusko Property Information Owner Information Parcel#:31052200300100 City of Arlington City of Arlington 18204 59th Drive NE 17912 59th Drive NE Arlington,WA 98223 360-403-3470 Review Date Type Description Target Date Completed Date Assigned To Status 7/30/2013 BLD 8/2/2013 Chris Young In Review 7/30/2013 BLD 8/2/2013 Amy Rusko In Review Email History Date Emailed To 7/30/2013 cyoung@arlingtonwa.gov Uploaded Files _ ,Upload FF Date File COMMERCIAL MECHANICAL SUBMITTAL REQUIREMENTS Department of Community Development City of Arlington •238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 •FAX(360)403 3418 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2) SETS OF CONSTRUCTION DRAWINGS,AND ONE(1) SET OF WASHINGTON STATE ENERGY CODE APPLICATIONS. Type of Permit: r) Residential Apartment 0 Commercial Valuation: Project Address: 17912 59th or.NE ne Parcel ID#: Lot#: 403 Subdivision: Project Description Installation of a new gas line,hot water tank,3 unit healers and a recirculating pump for carerra Hangars Owner: John&Chrislana Gregory Phone Number: Address: 2991Gngs RD E City- N Vancowar gC tY State: Zip Code: V7NIH7 Contact Person:Kim aergemeler Phone Number. 425-418-3923 Cell Phone: 425-418-3923 Fax: 877-595-1830 E-mail: klm(gjcarreranangars.com Address: 17912 59th DR NE Arlington WA City: State: Zip Code: 98223 Please List Quantity of Fixtures Below: FURNACE UP TO 100K BTU CLOTHES DRYER FURNACE OVER 100K FLR FURN INSTALL/RELOCATE < GAS OUTLETS 3 SUSPENDED HTR/UNIT HTRI BOILER UP TO 3 HP BOILER UP TO 4-15 HP APPLIANCE REPAIR APPLIANCE VENTIOTHER BOLIER UP TO 16-30 HP — TYPE I OR II HOOD VENTILATION EQUIPMENT AIR AHNDLING UP TO 1 OK CFM VENTILATION FANS BOILER UP TO 31 H A __ AIRHANDLING OVER 10K CFM OTHER VENTILATION SYSTEM BOLIER UP TO 51 HP AND UP INCINERATOR (AST)TANK STORAGE/PIPING z ALL OTHER UNITS HEAT PUMP — (UST)TANK STORAGEIPIPING Contractor: Can'ere Hangars LP — Phone Number. 425-418-3923 Address: 17912 59th DR Arlington WA City: State: Zip Code: 9e223 Contractor's License Number CARREHL897D8 03/28/2015 Expiration: • Provide applicable WSEC Worksheet(s)and appliance cut sheet(s)along with application • Provide applicable NFPA or other Reference Standard Material along with application I hereby certify that the above information is correct and that the construction on, and the Occupancy and the use of the above- described property will be in accordance with the laws, rules and regulation of the State of Washington. J Ap i is Signature pate ` RECEIVED Print Jot (it'ants Name FOR STAFF USE ONLY I.J U l- 3 0 2QV 15 cQ - Pit mit# /t7'' (� �R Accepted By Arnoun Received Receipt tk ate Received 2 �I I I f COMMERCIAL MECHANICAL SUBMITTAL REQUIREMENTS Department of Community Development City of Arlington •238 N Olympic Ave. •Arlington, WA 98223 •Phone(360)403 3551 •FAX(360)403 3418 If gas piping will be installed this form is required in addition to a Commercial Mechanical Permit Application Pipe Material: CSST Inlet Pressure: 12psi Pressure Drop: 0.5 W.C. Specific Gravity: 0.60 Pressure Piping Schematic Show Pipe Size(s) and Length(s)from meter to all appliances. El Scale or Not to Scale l l ? NOTE: any Lf�e 40�' TU interior /2;5",� �� �l�t� � pressure regulators �Z must be / indicated 4� X 5' Z116le 14D 9 /07 I/C�e — f�G'� �� / NOTE: drip l / �� legs/sediment traps are Aw`) required at all appliances l�/� � l� ��3 G� ���� unless integrated in the listed appliance L�S� 02- o� CITY OF ARLINGTON BUILDING DEPARTMENT APPROVED OFFICE 1 o COPY F��C�111 GATE /OCH BY ___ _.NGES AUTHORIZED 3 JUL 3 0 2013 UrKESS APPROVED BY TH BUILDING INSPECTO COA PERMIT CENTER ., ; k NM� Y' 1 .w� �. ... . .. .: EVERETT STEEL INC. sales@everettsteel.com 1-800-824-1601 EVERETT SEATTLE WOODINVILLE 425-258-4505 206-682-3166 425-821-9491 FAX: 425-259-2897 or 206-682-2977 Ow -Q( J 2 T o � (� 6 c V 1 � � `1 + 4- 4 p4rj c) STEEL PROCESSING SPECIALISTS RECEIVED PLASMA-FLAME-SHEARING-SAWING-MITER CUTTING JUL 3 0 20!, On Time — Every Time ?A PFRW 1✓E1Vf't t- Q CITY OF ARLINGTON 238 N. OLYMPIC AVE-ARLINGTON,WA. 98223 PHONE: (360)403-3551 SIDE SEWER/WATER METER Address: 17912 59th Drive NE Permit#: 137 Plat Name:Arlington Airport Lot#: Parcel#: 31052200300100 OWNER APPLICANT Name: City of Arlington Name: Carrera Hangars,LP Address: 18204 59th Drive NE Address: 17912 59th Drive NE City, State Zip:Arlington,WA 98223 City, State Zip:Arlington, WA 98223 Phone: 360-403-3470 Phone: 425-418-3923 JOB DESCRIPTION Water/Sewer CONDITIONS Must follow all City of Arlington,Public Works Construction Standards and Specifications. Monthly water/sewer billing begins at the time of installation. Water Meter Installation-Call 48 hours in advance 360-403-3526. Meter Tail Piece Inspection-Call 48 hours in advance 360-403-3526. Side Sewer Inspection-Call 24 hours in advance 360-403-3508. PERMIT APPROVAL I agree to pay in advance and in accordance with existing ordinances and regulations of the city,the below charges,the exact charges will be determined and payable immediately upon completion of installation. I further agree that all rates and charges for water and sewer service to the above property shall be paid in accordance with existing ordinances and regulations of the city, or any such ordinances and regulations passed hereafter. I hereby authorize any tenants,to have all accounts for water kept in his/her name with the understanding that water bills mailed to said tenant shall not relieve the property from liability for water charges incurred. I understand that the city will use all reasonable effort to maintain uninterrupted service,but reserves the right to shut off the water at any time without notice for repairs,extensions,non-payment or rates or any other reason and assumes no liability for any damage as a result of interruption of service from any cause whatsoever. The sewer superintendent may require the permitee to furnish plans pertaining to the application and issuance of permit.Reference; Chapter 13.08,Arlington Municipal Code for rules and regulations governing side sewers and connections to the public sewer system. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sal g tax retu orm and coded City of Arlington#3101. 45 vwncr/Auth&zed Agent Date Date 2, 42LC-7 Billing Address Phone Number PERMIT FEES Date Name Description Fee Amount 9/17/2013 Sewer Connection Fee 379.00.04.06 $8,100.09 9/17/2013 Sewer Connection Fee 379.00.04.06 $8,400,00 9/17/2013 Side Sewer Inspection-New 343.50.02.00 $36.00 9/17/2013 Side Sewer Inspection-New 343.50.02.00 $180.00 9/17/2013 Water Connection Fee 379.00.04.05 $4,300.00 9/17/2013 Water Connection Fee 379.00.04.05 $4,300.00 9/17/2013 Water Meter Fee 343.80.00.00 $720.00 Total Due: $26,336.00 Total Payment: $13,600.00 Balance Due: $12,736.00 CITY OF ARLINGTON 238 N. OLYMPIC AVE-ARLINGTON, WA. 98223 PHONE: (360)403-3551 SIDE SEWER I WATER METER Address: 17912 59th Drive NE Permit#: 137 Plat Name:Arlington Airport Lot#: Parcel#:31052200300100 OWNER APPLICANT Name: City of Arlington Name: UY`/ oil J LF Address: 18204 59th Drive NE Address: -" e► ' City, State Zip.Arlington,WA 98223 City, State Zip: , Phone: 360-403-3470 Phone: JOB DESCRIPTION Water/Sewer CONDITIONS Must follow all City of Arlington,Public Worke0-403-3508. andards and Specifications. Monthly water/sewer billing begins at t im . Water Meter Installation-Call 48 hours i a a6. Meter Tail Piece Inspection-Call 48 hou in a3526. Side Sewer Inspection-Call 24 hours in a PERMIT APPROVAL I agree to pay in advance n c ce with existing ordinances and regulations of the city,the below charges,the exact charges will be determine d e immediately upon completion of installation. I further agree that all rates cl rges for water and sewer service to the above property shall be paid in accordance with existing ordinances and regulations of t city,or any such ordinances and regulations passed hereafter. I hereby authorize any tena ,to have all accounts for water kept in his/her name with the understanding that water bills mailed to said tenant shall not reliev the property from liability for water charges incurred. I understand that the ci will use all reasonable effort to maintain uninterrupted service,but reserves the right to shut off the water at any time without n ice for repairs,extensions,non-payment or rates or any other reason and assumes no liability for any damage as a result interruption of service from any cause whatsoever. The sewer super tendent may require the permitee to furnish plans pertaining to the application and issuance of permit. Refere e; Chapter 13.08,Arlington Municipal Code for rules and regulations governing side sewers and connections to the public se er system. SALES T X NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sal tax recut form and coded City of Arlington#3101. Owner/Aut rued Agent Date upervisor Date Billing Address Phone Number PERMIT FEES Date Name Description Fee Amount �,. . „` ,. �� :� ��: a � � 1 9/171' 013 Sewer Connection Fee 379.00.04.06 $8,400.00 9/17/2013 Side Sewer Inspection-New 343.50.02.00 $180.00 9/17/2013 Water Connection Fee 379.00.04.05 $4,300.00 9/17/2013 Water Meter Fee 343.80.00.00 $720.00 Total Due: $13,600.00 Total Payment: $13,600.00 Balance Due: $0.00 I I ., I RESIDENT_& WATER/SEWER UTILITY APPLICATION SUBMITTAL CHECKLIST & GUIDELINES Public Works Utilities Division City of Arlington• 154 W Cox•Arlington, WA 98223 • Phone(360) 403 3526 • FAX(360)435 7944 The following are general guidelines and a submittal checklist to assist the applicant in preparing forms when requesting water or sewer availability or service connections with the City of Arlington. Included in this packet are two forms that need to be completed and submitted when requesting water or sewer. These forms and checklist are as follows: Water and Sewer Utility Application Form: A City of Arlington Water and Sewer Utility Application form is used to process both water and sewer availability requests, and/or water and sewer service requests. A City of Arlington Water and Sewer Utility Application form, along with a site plan/sketch of your project is required. These items will assist the Public Works Department in determining whether there is service availability at the project location and if the water and/or sewer system has capacity at the time of the project submittal. Cross Connection Survey Form: The City of Arlington is engaged in a program of locating cross connections between the public water supply and possible sources of contamination. The rules and regulations of the State of Washington Department of Health require that certain premises install backflow prevention assemblies on water supply piping as a condition of water service (WAC 246.290.490). The Cross Connection Survey form is required. This form will assist the Public Works Department in determining whether actual or potential cross connection conflicts exist at your project location, and what type of backflow assembly may be required. CHECKLIST: ❑ Water and Sewer Utility Application Form ❑ Site Plan/Sketch of the proposal ❑ Cross Connection Survey Form Submittal Date: Staff: t � I� I WATER/SE ER 1 UTILITY APPLICATION Public Works Utilities Division City of Arlington- 154 W Cox-Arlington, WA 98223 - Phone(360)403 3526- FAX (360)435 7944 Application for ❑ Water ❑ Sewer. Permit Submittal Requirements: ❑ Completed Application Form ❑ Site Plan Depicting the Proposal Project Site Address: 2. S��k_)c a) _ - Property Tax ID#: Subdivision: Occupancy: ❑ Single Family ❑ Multi-Family .14 Commercial ❑ Industrial ❑ Institutional Property Owner: � rre P Gt, YZ rf Address: Phone No: ( ) Contact Person:— Address: - �� �i ( Z iv, I , rJL Phone No: 1 ITz.3 Current use of the Site: Give a brief description of your proposal and/or request:T�_, i e @S4 r, s i n u ,16 on J List any pending and/or previously approved permits or land use applications on this site: Is there an on site well? ❑ Yes a No Is there an on site septic? ❑Yes 4@ No Will a water meter be required? R Yes ❑ No Service Size: Total Square footage of Building: 2- 3,vy O ___ Lot/parcel size calculation: Square Footage of impervious surface on site post construction: I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above described property will be in accordance with the laws, rules and regulations of the State of Washington. - 1 "7 - (J _ Applicants Signature Date - "R;�G(7cAe 4_,_)po L Print Applicant's name '` 1 i I� � � I I RESIDENTIAL ML ..TI FAMILY 1 CROSS CONNECTION SURVEY Public Works Utilities Division City of Arlington •154 W Cox•Arlington, WA 98223 • Phone (360)403 3526 - FAX(360)435 7944 Type of Residence: ❑Single-Family ❑ Duplex ❑ Other The Rules and Regulations of the State of Washington Department of Health require that certain premises install backflow prevention assemblies (WAC 246.290.490). Backflow prevention assemblies shall be installed at any premise where, in the judgment of the City of Arlington Cross Control Specialist, the nature of activities on the premises may pose a hazard to the public water system. Type of Permit: ( ) New Residential ( ) New Multi-family ( ) Addition/Alteration Project Description: Project Address: Parcel 1D#: Owner: _ _ _Phone Number: Address: . _ _— ,— — City: State: Zip Code:_ Contact Person: Phone Number: Cell Phone: Fax: E-mail: Address: . _ _— __ _ City: State: Zip Code. Appliances permanently connected to water service may require Cross-Connection-Control (check all that apply) ❑ Fire Sprinkler System ❑ Medical Equipment ❑ Lawn Sprinkler System ❑ Livestock Drinking Tanks El Decorative Pond/Fountain ❑ Is there a private well on site ❑ Hot Tub ❑ Re-circulating Heating System ❑ Swimming Pool ❑ Other .. Authorized Signature: Date: For Office Use Only Date Received Survey Received By: Assembly Required: DCVA ❑ RPBA ❑ AVB ❑ Other � ._ . . �� t Carrera Hangars We had a meeting on 7/17/13 with the owners of Carrera Hangars regarding their hangar projects and during the discussion it was brought up that permanent stairs were being installed after the final inspections have been completed. There were no approvals for stair installations, which are being installed to access storage in the truss space. The former contractor, Duane Wilcoxon had been advised of this on the previous jobs and it creates a liability since the stairs cannot be constructed per the building code due to rise and run. It is recommended that pull down stairs be installed or roller type portable stairs be provided by the tenant. On 7/18/13 1 went to the job site at 17912 59th Dr. #B for a shear wall inspection and found that 3 stair cases have been installed after the framing was already approved. The plans did not indicate stairs and therefore, were not approved. I advised the contractor that the stairs are not code compliant and were not approved and also reminded him of the conversation the day before. I told him to get rid of the stairs. M 1� - - - - - - - - c r. O ® r 0 Cl) 44h 8' 8' 15' 4989' 10' 10' PVC PVC IPVC PVC- 3105' 188' 10 373' 266' ? f. . x 10' a< o PVC 'o 59TH AVE NE 396' 3 .98 3 _ OAd rn A 6 N �n s 8, ? PVC T 473' _ ®m JARNOT ENGINEERING, INC. JOB P.O. Box 704 SHEET NO OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE PROJECT: HANGARS A * 6 LOCATION: ARLINGTON, WA CLIENT: CARRERA PACIFIC CORPORATION JEI JOB NO.: 1 2-01 -1 I G CODE: 2009 IBC LIVE LOADS: SNOW : 25 P5F WIND: 85 MPH EXP 13 SEISMIC: 5s=1 .OG , 5,=0.3G DESIGN CATEGORY D, 51TE CLA55 D DEAD LOADS: ROOF: 8 P5F MAR 2 9 2012 SOIL: Cflf1 P .R1114IT CENTER BEARING: 2000 P5F � )I))o0 ) C) LATERAL: '-:;r .-:1*:[i85�@�eT�� �7YiF?[111C�st•i vcc i-8: r r:�? �';:>.'r::. .. :;ugh,P _i, S ;.,;•.u.u>co: �,t;-hv.[; 1<3a,v2"s7l -- .r — � a - I I �. L c� :a .. JARNOT ENGINEERING, INC. JOB CARKERA 1 2-01-1 1 G P.O. Box 704 SHEET NO. ^- OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE LATERAL WIND: Values for simplified method from IBC table I GO9.G.2.1(1) 85 MPH UP. B I: 0.87 Roof pitch: 4 :1 2 Mean Roof Height: 18 kZt: 1 .0 Eave height: 14.0 <= Min hori2 plan dim: 49.0 k= I .00 2a= 9.8 p=gh[GCpf-GCpi] [A5CE7 Ea G-1 8, Fig G-1 0] cj=.0025GK2KdV21= 9.G psf K2= 0.70 [ASCE7 Table G-3] Kd= 0.85 Kd=.85 [ASCE7 Table G-41 GCpi=+/- 0.16 [A5CE7 Fig G-5, Enclosed buildings] I : Wall windward GCpf 1 2 3 4 5 G I E 2E 3E 4E 2: Roof windward 0.52 -O.G9 -0.47 -0.42 -0.45 -0.45 0.78 -1 .07 -0.G7 -O.G2 3: Roof leeward 4:Wa l l leeward Wind pressures [Ref ASCE7 fig. G-10] 5*G:51de5 perp to wind 1 2 3 4 5 G I E 2E 3E 4E E: Corner region G.7 -8.3 -G.2 -5.7 -G.0 -G.0 9.2 -12.0 -8.2 -7.G Note: corner loads are in addition to"main"loads 1 TO RIDGE (pIf) Gable Hip HWALL HROOF Main Corner Corner 10 psf min Vi= 7.0 8.0 70 18 150 II TO RIDGE (plf) Gable Hip Dormer Gable Hip HWALL HKOOF HROOF HWALL Main Corner Corner 10 psf min V1= 7.0 4.0 13G 32 110 "L=leeward, W=windward Wind Area I Wind Area 2 Wind Area 3 Wind Area 4 Line L P Mod L P Mod L P Mod L P Mod W 1 10 70 a 18 0.87 Min 10 150 1 .50 A 1 24.5 13G a 32 3.G4 Min 24.5 110 2.70 W i/1 3/2G/2012 Lateral-Camera-14ft .._..r�:icx'rt;rn iJE6S C€FST�2Vi•"prin fittg service 1.30i1•�rf;-c,.�.- NEi�- , �._ etc Loro qh.iia it3.a5,. n�an..r�c�:�;,.,�.. � Y ,- - - R JARN®T ENGINEERING, INC. JOB CARREPA 1 2-01-1 1 G P.O. Box 704 SHEET NO. 3 OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE SEISMIC V = 0.7"5D5.1-W 0.082 W (Multiply by 0.7 for ASD) R 55: I .OG Fa= 1 .08 [Site Class D] R: G.5 SM5=FaS5= 1 . 14 I: 1 .0 5D5=2/3 5M5= 0.7G Snow load: 25 psf Seismic DL= 0 [.20-Sn if 5n>30] WEIGHT: FLR I ROOF 7.5P5F(5"43)= 1 .84 Story Ht: 14 EXT WALLS GPSF"7"2(1 0)= 0,84 INT WALLS GPSF"7"(1 G)= O.G7 W= 3.3 V= 0.27 REDUNDANCY Line %V5t V Lw Perimeter Bays 1 1 .00 0.27 1 G.0 N n/a ELw= I G.0 Redundancy Check a: Min wall: I G.0 > h => complies Redundancy Check b: Min bays < 2 Does not comply Overall: Complies Line %Vst V Lw Perimeter Bays A 1 .00 0.27 G8.0 N n/a ELw= G8.0 Redundancy Check a: Min wall: G8 > h complies Redundancy Check b: Min bays < 2 => Does not comply Overall: Compiles Numbered Lines: p= 1 .0 Lettered Lines: p= 1 .0 _Q 1/1 3/2G/201 2 tat-1-Car—-14ft Nlrbs CUS ,,,Ik'6`*111tincg Set Vic i-8C!;9b.,_..�.. ;J;F::_..�.:.i'etc�.,oiru;,iJti:�4F,, vr.,¢Vxa;-:,..,.. ROUN,:G 743,002Ri �� - i .► C. JARNOT ENGINEERING, INC. JOB-- GARKERA 1 2-0 1-1 I G P.O. Box 704 SHEET NO. OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE LINE I (Lateral 5hearwal15) E= 0.27 p= 1 .0 TYPE: P Wood Sheathing W= 0.87 WMIN= 1 .50 <_ V= 1 500 L= I G.0 H= 14 v= 94 AB: v= 94 <100 1/2" AB @ 48" oc ve=E/L= 17 <230 WALL TYPE I A ve=E/L= 5G (GWB) < 14 5 5/8"GWB -4" Spacing vw=W/L= 94 De51gn=0.7 I v= G7 <230 <= WALL TYPE I A TOT-E=vel1= 0.24 TOT-w=vwH= 1 .31 E: (.G-. 1 45D5) DL=(.G-. 14SD5 )W(Lw/2+---Lo)= 1 . 1 9 W: .G DL=.GW(Lw/2+-Lo)= 1 .45 W= 10*.01 0+. 1 2= 0.22 Lw= I G.0 Lo= 3.0 E: Uplift= -0.95 W: Uplift= -0. 14 <= OK- No Holdown5 Kecjd LINE A (Long Direction Shearwalls) E= 0.27 p= 1 .0 TYPE: P W= 3.G4 <_ WMIN= 2.70 4ft panels V= 3G40 L= G8 f1= 14 v= 54 AB: v= 54 <100 1/2" AB @ 48" oc ve=E/L= 4 <230 WALL TYPE I A ve=E/L= 13 (GWB) < 145 5/8" GWB -4" Spacing vw=W/L= 54 De516jn=0.7 I v= 38 <230 <= WALL TYPE I A TOT-E=v,H= O.OG TOT-w=vwH= 0.75 E: (.G-. 145D5) DL=(.G-. 14SD5 )W(Lw/2+-Lo)= 1 .41 W: .G DL=,GW(Lw/2+-Lo)= 1 .72 W= 10".01 0+. 1 2= 0.22 Lw= 20.0 Lo= 3.0 E: Uplift= -I .3G W: Uplift= -0.97 <= OK- No Holdown5 Read Short Segment 5hearwa115 (<2: 1 aspect ratio for 5el5mlc loads) L„ h E L v h/2w VDE5 4 14 0.27 G8.0 4 1 .75 7 <230 WALL TYPE I A <1 45 5/8" GWB- 4" Spacing IJI 3/2G/201 2 lateral-Car--14ft ..., au!n)ti'cC>S�4fc�'£faE"rBf[ir< set5;ice -t�:.:>`..'S682' ha_rr_.e'[aLca,;unri,r4a�3q::5 wivas;nnu;,st.„ .tom,.,oc i; 1�3:30V27.i 1 JARNOT ENGINEERING, INC. JOB CARKERA 1 2-0 1-1 1 G 141 P.O. Box 704 SHEET NO. OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE_ SCALE LATERAL WIND: Values for slmphfied method from IBC table I GO9.G.2.1(1) 85 MPH UP. B I: 0.87 Roof pitch: 3 : 1 2 Mean Roof Height: 15 kZt: 1 .0 Eave height: 12.0 <=LEFT END Of 'A' Min horiz plan dim: 40.0 X= 1 .00 2a= 9.G p=c�[GCpf-GCpi] [A5CE7 Ec(G-1 8, Fig G-101 6�=.0025GKzKcIV2I= 9.G psf Kz= 0.70 [ASCE7 Table G-31 Kd= 0.85 Kd=.85 [ASCE7 Table G-41 GCpi=+/- 0. 18 [A5CE7 Fig G-5, Enclosed buildings] 1 : Wall windward GCpf 1 2 3 4 5 G I E 2E 3E 4E 2: Roof windward 0.44 -O.G9 -0.40 -0.33 -0.45 -0.45 O.G7 -1 .07 -0.58 -0.49 3: Roof leeward 4:Wall leeward Wind pressures [Ref A5CE7 fig. G-1 01 5*G:Slde5 perp to wind 1 2 3 4 5 G I E 2E 3E 4E E: Corner region 5.9 -8.3 -5.G -4.9 -G.0 -G.0 8. 1 -12.0 -7.3 -G.4 Note: corner loads are in addition to"main"loads 1 TO RIDGE (plf) Gable Hip HWALL HROOF Main Corner Corner 10 psf min V1= G.0 G.0 48 11 120 II TO RIDGE (plf) Gable 1-lip Dormer Gable Hip HWALL HROOF HROOF HWALL Main Corner Corner 10 psf min VI= G.0 3.0 97 23 90 'L=leeward, W=windward Wind Area I Wind Area 2 Wind Area 3 Wind Area 4 Line L P Mod L P Mod L P Mod L P Mod W 1 32.5 48 a 11 I .G8 Min 32.5 120 3.90 2 32.5 48 a I 1 I .G8 Min 32.5 120 3.90 A 24.5 97 a 23 2.GO Min 24.5 90 2.21 B 24.5 97 a 23 2.GO Min 1 24.5 90 2.21 W 1/1 3/2G/2012 Lateral-Camera-12ft at End of A :•-.,',.,,i=:o!,,IJi:Li;f:ffi!$`E'"f✓!`•�xrini.irtt;sFs victo ri:';i)`a?£i-a!s; ;il�;ss:Ira Prt:,:�uon;upii,-1•!a i,3a =,S ;r�r:v;.nc:as nog,: _ .,a - i,::i302?�i; 1 JARNOT ENGINEERING, INC. JOB CARRERA 1 2-0 1-1 1 G P.O. Box 704 SHEET NO. r' OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE SEISMIC V = 0.7'5D5'I'W = 0.08G W (Multiply by 0.7 for A5D) R 55: 1 . 1 5 Fa= 1 .04 [51te Class D] R: G.5 5M5=Fa55= 1 .20 I: 1 .0 5D5=2/3 5M5= 0.80 Snow load: 25 psf Seismic DL= 0 [.20' 5n if 5n>30] WEIGHT: FLR I ROOF 7.5PSF(G5'49)= 23.89 Story Ht: 12 EXT WALLS GP5F'G'2(G5+49)= 8.21 W= 32. 1 V= 2.7G REDUNDANCY Line %yst V Lw Perimeter Bays 1 0.50 1.38 0.0 Y 0.0 Open End Posts 2 0.50 1.38 45.0 Y 8.2 ILw= 45.0 Redundancy Check a: Min wall: 0.0 % Reduction= 0.00 <.33 Complies Redundancy Check b: Min bays < 2 Does not comply Overall: Complies Line %Vst V Lw Perimeter Bays A 0.50 1 .38 40.5 Y G.8 B 0.50 1 .38 40.0 Y 8.2 ELw= 89.5 Redundancy Check a: Min wall: 41 > h compiles Redundancy Check b: Min bays >2 => Complies Overall: Complies Numbered Lines: p= 1 .0 Lettered Lines: p= 1 .0 EQ 1/1 312GI201 2 Lateral-Carrera-12ft at End of A .:xn NE$S£US"r(fA"prinlu se€ ic i-3L' :.q :1 UA 9 as vo: sa3[no27o0L . r 'm - I JARNOT ENGINEERING, INC. J013 CAKKEKA 1 2-01-1 1 G P.O. Box 704 SHEET NO. OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE LINE I E= 1 .38 *G.5/1 .5= G.0 P= 1 .0 TYPE: P W= I .G8 WMIN= 3.90 <= .7'E= 4.2 V= 3900 See Post Analy5i5 LINE 2 E= 1 .38 P= 1 .0 TYPE: P W= I .G8 WMIN= 3.90 <_ V= 3900 L= 49 H= 12 v= 80 AB: v= 80 <1 90 1/2" AB @ 48" oc ve=E/L= 28 <230 WALL TYPE I A ve=E/L= 91 (GWB) <145 5/8" GWB - 4" Spacing vw=W/L= 80 De51gn=0.7 I v= 57 <230 <= WALL TYPE I A TOT-E=veH= 0.34 Tor-w=vwH= 0.9G OK- No holdown5 Kecid LINE A E= 1 .38 P= 1 .0 TYPE: P W= 2.GO <= WMIN= 2.21 V= 2000 L= 40.5 H= 12 v= G4 AB: v= G4 < 1 90 1/2" AB @ 48" oc ve=E/L= 34 <230 WALL TYPE I A vw=W/L= G4 De51gn=0.7 I v= 4G <230 <= WALL TYPE I A TOT-E=veH= 0.41 TOT-w=vwH= 0.77 E: (.G-. 14SD5) DL=(.G-. 1 4SD5)W(Lw/2+—Lo)= 1 .45 W: .G DL=.GW(Lw/2+—Lo)= 1 .76 W=24.5".010+.OG= 0.31 Lw= 13.5 Lo= 3.0 E: Uplift= -1 .04 W: Uplift= -1 .01 <= OK- No Holdowns Kecj'd L I/2 3/2G/201 2 lateral-Car—-12Ft at End of A H9,ord-!orn NE135 CUSTF PA�13I1')tiny set Vice r•BUD•`!v8-F,:)2: /Lrc�:f7,;rr;?e2eJ;oiou�;YNH 0:345.:, wrnkn=x.co" Rr si31.,....r_LFO JARN®T ENGINEERING, INC. JOB CARKERA 1 2-0 1-1 16 P.O. Box 704 " SHEET N0. OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE LINE 5 E= 1 .38 P= 1 .0 TYPE; P W= 2.60 <= WMIN= 2.21 V= 2600 L= 49.0 H= 12 v= 53 AB: v= 53 < 190 1/2" AB @ 45" oc ve=E/L= 28 <230 WALL TYPE I A vW=W/L= 53 De5i6jn=0.7 I v= 38 <230 <= WALL TYPE I A TOT-E=v,H= 0.34 TOT-w=vwH= 0.64 E: (.6-.1 45D5) DL=(.6-. 145D5 )W(Lw/2+—Lo)= 1 .45 W: .6 DL=.GW(Lw/2+—Lo)= 1 .78 W=24.5'.010+.06= 0.31 Lw= 13.5 Lo= 3.0 E: Uplift= -1 . 1 1 <= W: Uplift= -1 . 1 5 OK- No Holdown5 Reci'd L 2/2 3/2G/201 2 lateral-Car—-1 Zit at End of A —.or,ae=':orn NE85 CUYTf M"printiog SEI vice i i9tti:9g'i-e i£:' !'V%i fJa,'6�'e?Ea ucrcugh.N i 6386E «zs:nnu::o:nu to !<o:G 13130U27p .: � _ I JARN®T ENGINEERING, INC. Boa CARRERA 1 2-0 1-1 1 G P.O. Box 704 SHEET NO. / OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE LATERAL WIND: Values for simplified method from IDC table I G09.G.2.I(I) 85 MPH EXP. D I: 0.87 Roof pitch: 4 : 1 2 Mean Roof Height: 18 kZt: 1 .0 Eave height: 14.0 <=END OF 'D' Min horiz plan dim: 40.0 X= 1 .00 2a= 5.8 p=gh[GCpf-GCpi] [ASCE7 Ec(G-1 8, Fig G-1 01 c[=.0025GQKclV21= 9.G psf Kz= 0.70 [ASCE7 Table G-31 Kd= 0.85 Kd=.85 [ASCE7 Table G-41 GC pi 0. 18 [A5CE7 Fig G-5, Enclosed bu1ld1ng5] I : Wall windward GCpf 1 2 3 4 5 G I E 2E 3E 4E 2: Roof windward 0.52 -O.G9 -0.47 -0.42 -0.45 -0.45 0.78 -1 .07 -O.G7 -O.G2 3: Roof leeward 4:Wall leeward Wind pressures [Ref A5CE7 fig. G-1 0] 5�G:5ide5 perp to wind 1 2 3 4 5 G I E 2E 3E 4E E: Corner region G.7 -8.3 -G.2 -5.7 -G.0 -G.0 9.2 -12.0 -8.2 -7.G Note: corner loads are In addition to"main"loads 1 TO RIDGE (plf) Gable Hip HWALL HROOF Main Corner Corner 10 psf min V1= 7.0 8.0 70 18 150 II TO RIDGE (plf) Gable Hip Dormer Gable Hip HWALL HROOF HROOF HWALL Main Corner Corner 10 psf min Vi= 7.0 4.0 13G 32 1 10 'L=leeward,W=windward Wind Area I Wind Area 2 Wind Area 3 Wind Area 4 Line L P Mod L P Mod L P Mod L P Mod W 1 25 70 18 1 .9 1 Mtn 25 150 3.75 2 25 70 a 18 1 .91 Min 25 150 3.75 A 24.5 13G a 32 3.G4 Min 24.5 1 10 2.70 B 24.5 13G a 32 3.G4 Min 1 24.5 110 2.70 ,V I/I 3/2G/201 2 lateral-Car--141t at End of B r❑NECSS t:F23'C'6 Pe€`�iriutit�r srrulre i - n'�..-> :d"t?; �... .. .1 - �.>: ,r.vr-.'c r.! JARN®T ENGINEERING, INC. JOB CARRERA 1 2-0 1-1 1 G P.O. Box 704 SHEET NO. OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE SEISMIC V = 0.7'SDs"I"W = 0.08G W (Multiply by 0.7 for A5D) R 5s: 1 . 1 5 Fa= 1 .04 [Site Class D] R: G.5 SM5=Fa55= 1 .20 I: 1 .0 5D5=2/3 5M5= 0.80 Snow load: 25 psf Seismic DL= 0 [.20` Sn if Sn>30] WEIGHT: FLR I ROOF 7.5P5F(50"49)= 18.38 Story Ht: 14 EXT WALLS GP5F"G"2(50+49)= 7. 1 3 W= 25.5 V= 2. 15 REDUNDANCY Line %Vst V LW Perimeter Bays 1 0.50 1.09 0.0 Y 0.0 Open End Posts 2 0.50 1.09 49.0 Y 7.0 ELw= 49.0 Redundancy Check a: Min wall: 0.0 % Reduction= 0.00 <,33 Complies Redundancy Check b: Min bays < 2 Does not comply Overall: Complies Line %Vst V Lw Perimeter Bays A 0.50 1.09 40.5 Y 5.8 B 0.50 1.09 35.0 Y 5.0 ELw= 75.5 Redundancy Check a: Min wall: 35 > h complies Redundancy Check b. Min bays >2 => Complies Overall: Complies Numbered Lines: p= 1 .0 Lettered Lines: p= 1 .0 EO 1/1 3/2G/2c_._ Lateral-carrera-I4rt at end or B Fb:•c:rrir :orn 14l=85€.815".f 6L: p1'Irlllbt)SCrvia i .i:7.`i:".-r:.s�_, ,er�<_.!!::::..,:: or:;up!:.M1!ii;3?&d JARNOT ENGINEERING, INC. JOB CARRERA 12-01-1 1 G P.O. Box 704 SHEET NO. ���wf 02, OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE LINE I E= 1 .09 "G.5/1 .5= 4.74 P= 1 .0 TYPE: P W= 1 .9 1 WMIN= 3.75 <= .7'E= 3.29 V= 3750 See Post Analy5n LINE 2 E= 1 .05 P= 1 .0 TYPE: P W= 1 .9 1 WMIN= 3.75 <_ V= 3750 L= 49 H= 14 v= 77 AB: v= 77 < 150 1/2" AB @ 48" oc ve=E1L= 22 <230 WALL TYPE I A ve=E/L= 73 (GWB) <145 5/8" GWB - 4"Spacing vw=W/L= 77 De516jn=0.7 I v= 54 <230 <= WALL TYPE I A TOTE=v,H= 0.31 TOT_w=vwh= 1 .07 OK- No Holdown5 Recjd LINE A E= 1 .09 P= 1 .0 TYPE: P W= 3.G4 <_ WMIN= 2.70 V= 3G40 L= 40.5 N= 14 V= 90 AB: v= 90 <190 1/2" AB @ 48" oc ve=E/L= 27 <230 WALL TYPE I A vw=W/L= 90 De51gn=0.71 v= G4 <230 <= WALL TYPE I A TOTE=v,H= 0.38 TOT_w=vwh= 1 .2G E: (.G-. 1 45D5) DL=(.G-. 145D5)W(Lw/2+—Lo)= 1 .45 W: .G DL=.GW(Lw/2+—Lo)= 1 .76 W=24.5".010+.OG= 0.31 Lw= 13.5 Lo= 3.0 E: Uplift= -1 .07 W: Uplift= -0.53 <= OK- No Holdown5 Redd L 112 312GI201 2 lateral-Carrera-14ft at End of B .a.c:!;aer=o- Ni;6S C".UST "i3ri E5tiDtJ service / LrEi GJE? )lfE!s.°;:ire.p'eterl::r,.,eeh,wH i;'s�56 r:r.a.iir:_u:n: ;ior No•G 143 J02i0 JARNOT ENGINEERING, INC. CARRERA 1 2-0 1-1 1 6 P.O. Box 704 SHEET NO. OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE LINE B E= 1 .09 P= 1 .0 TYPE: P W= 3.64 <= WMIN= 2.70 V= 3640 L= 35.0 H= 14 v= 104 AD: v= 104 < 190 112" AB @ 48" oc ve=E/L= 31 <230 WALL TYPE I A vw=W/L= 104 De51gn=0.7 I v= 74 <230 <= WALL TYPE I A TOT-E=veh= 0.44 Tor-w=vwN= 1 .46 E: (.6-. 145D5) DL=(.6-.1 45D5 )W(Lw/2+—Lo)= 1 .45 W: .6 DL=.GW(Lw/2+—Lo)= 1 .7(5 W=24.5".010+.06= 0.31 Lw= 13.5 Lo= 3.0 E: Uplift= -1 .01 W: Uplift= -0.33 <= OK- No Holdown5 Reci'd L 2/2 3/2G/201 2 Lateral-Carrera-14ft at End of 13 Rrem-1 o..v,.m NFBS CUSP!hl"'grin Ling 5e!vice ':-aw Eet!E.:ir.- NETS;,Inr.N�tcai U;;nivaf;.f�•?i 0:?45t! wv.ce.ncUs com JARN®T ENGINEERING, INC. JOB CARKEPA 1 2-01-1 1 G P.O. Box 704 SHEET NO. / OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE VERTICAL Bm 1 Glulam @ 25ft Bay LDF: W Trib=120sq-ft LL= 3.18 LL= 3.18 LL= 3.18 LL= 3.18 P= 4404 3179 P I=�4.40 PZ 4.40 P3 4.40 P4 4.40 5.0 10.0 10.0 5.0 25 8.80 G.3C 8.80 G.3G M=8.8"1 2.5-4.4"7.5-4.4"2.5= GG.00 <I .G" 75.34 V= 8.80 <I .G* 19.01 WEQUIV= 0.8G WLL-EQUIV= O.G2 IMIN= 33G4 < 3955 S: U 240 E: 1800 S= I.OG IMIN-LL= 3G47 < 3955 8: L/ 3GO 8LL= 0.77 5-I/8 x 2 1 GLB P=8.8+2.2= 1 1 .0 P W h (ft) b (in) d (in) k Fc (psi) E., (k51) LDF Type fc= Fc= I 1 .00 14.0 5.50 5.50 1 .00 1 350 580 1 .1 5 5 3G4 < 470 OK GXG DF2 Footing: fSQIL= 1 .85 P= 11 .0 b"(P/fSO10= 2.44 2'x4' o.k. Bm I a Glulam @ 25ft Bay- Uplift Of: W Trlb=1 205c1-ft P= 355.3 P1=�0.3G Pz 0.3C P3I0.3G P4 0.3G 5.0 10.0 10.0 5.0 25 0.71 0.71 Uplift Reaction = .7 1 +. 8= 0.89 klps LTT20B - 1/2"A.B. 3-1/4" EMBED V 1/5 3/2G/20 1 2 Beam-Carrcra ' JARN®T ENGINEERING, INC. JOB CARKERA 12-01-1 1 G P.O. Box 704 SHEET NO. r OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE Bm 2 Glulam @ 20ft Bay LDF: W Trib=1205q-ft LL= 3.18 LL= 3.18 LL= 3.18 Pi=�.40 PZ 4.40 P3 4.40 P= 4404 3179 5.0 10.0 5.0 20.0 G.GO 4.77 LL C.GO 4.77 LL M=G.G'1 0-4.4'5= 44.00 <I .G' 4G.5 I V= G.GO <I .G' 14.93 WEQuiv= 0.84 wLL-EQUIV= O.G I IMIN= I G85 < 1919 8: U 240 E: 1 800 8= 0.88 IMIN-LL= 1627 < 1919 8: U 3GO 8LL- O.G3 5-1/8 X I G-1/2 GLB P=G.GO+2.2= 8.8 P (k) h (ft) b (in) d (in) k Fc (p5I) Em n (k5i) LDF Type fc= Fc= 8.80 14.0 3.50 5.50 1 .00 1 350 580 1 .1 5 5 457 < 470 OK 4XG DF2 Footing: f501L= 1 .85 P= 8.8 b=4(P/f5O11-)= 2.18 2'x4'o.k. Bm 2 Glulam @ 20ft Bay Uplift LDF: W Tnb=1205a-ft P1=�.3G PZ4 0.34 P3�0.34 P= 355.3 5.0 10.0 5.0 20.0 0.54 0.54 Uplift Reaction = .54+.1 8= 0.72 k1p5 LTT20B- 1/2"A.B. 3-I/4" EMBED Truss Uplift/Download Pdn=24.5.5'(10+0,75"9.G+0.75.25)= 4.40 kips See Overheicght Stud Check Below Check Plate: L: 2 ft LDF: I.GO P= 5.74- k at mid5pan M=1/,FL= 2.87 <I .G' 0.22 1.3= 0.90G N.G. V=P/2= 2.87 <I .G' 0.99 2 2XG DF2 N.G. Pup=24.5.5'(9.G-.G7.10)= 0.3G kips (2) H2.5 1/2"Wedge Anchor o.k. -w/Shear-nailing V 2/5 312GI201 2 E--C-era 1ra'0D:.... JARN®T ENGINEERING, INC. JOB CAP,RERA 1 2-01-1 1 G P.O. Box 704 SHEET NO. OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE Overheght 5tud5- 12ft Plate F�: 1350 1251 Stud spa: 60 "oc Em,n: 560 k51 Trlb roof: 24.5 ft Fb: 1310 p51 Snow load: 25 p5f k: / Roof DL: /0 p5f h: /2 ft Trlb floor: 0 ft b: 3 in Floor DL: 0 p5f d: 5.5 In Floor LL: 0 p5f LDF: 1.6 I: 1 .00 Floor ecc. 0 1n Type: 5 (5=5awn lumber,G=giulam,P=round pile,M=machine rated) Wall load: 90 plf -Wind trlb: 60 In PD = 1.68 k MWIND= 1.25 ft-k Wind Area= GO ft2 F'MND= 1.16 k Wind press= 13.9 p5f PSNow= 3.06 k X: 1 .21 Compre55lon: Bending: F''= 21 GO p51 5= 1 5.1 3 in le/d= 2G.2 Pb= 209G p51 c= 0.6 75L+.75W+D= 0.94 ft-k FEE= GE)G p51 F E=.azz d(Idd)2 fb= 744 psi 0.322 G41 p51 A= I G.50 in .75W+.755+D= 4.85 k Interaction= 0.63 (w',)Z+f 1r"(1-fdfai)] f°= 2e4 p51 DBL 2xG DF2 @ EACh TRUSS V 3/5 312GI201 2 Beam-Carrera .�..�,<i�,aon�E)JEBS C„US�f-Q�iF"(JPllltinO services � 3��;.<Ig.E:ii." iViii�f�,im.:•!"ete:ix:rnuprh h!H EC326z! vvnr,n�;!s;.u.. Fte.! v.:G 1a'v0027i? ., ,. ,. I I JARN®T ENGINEERING, INC. JOB CARRERA 1 2-01-1 1 G P.O. Box 704 ' SHEET NO. - OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE Overhelght Studs- 14ft Plate Fes: 1350 psi Stud spa: 60 "oc Em,n: 560 k5l Trib roof: 24.5 ft Fb: 1310 p51 Snow load: 25 p5f k: / Roof DL: /0 p5f h: /4 ft Trib floor: 0 ft b: 4.5 In Floor DL: 0 p5f d: 5.5 1n Floor LL: 0 p5f LDF: 1.6 I: 1 .00 Floor ecc. 0 1n Type: 5 (5=5awn Iumber,G=glulam,P=round pile,M=machine rated) Wall load: 90 plf Wind tr1b: 60 1n PDT= 1.66 k MWIND= 1.66 ft-k Wind Area= 70 ft2 PwwD= 1.16 k Wind press= 13.7 p5f F5NOW= 3,06 k X: 1 .21 Compre55ion: Bendlnq: F"�= 21 GO p51 5= 22.G9 in le/d= 30.5 F'b= 209G p51 c= 0.8 ,75L+.75W+D= 1 .2G ft-k FEE= 51 1 psi F E=.822'Em,/(I�d)2 fb= GG8 p51 F,E/F"�= 0.237 483 p51 F.=1"j(l+FEE/F'J/2c-[((1+FEE/F'J/2c)2-F�EF_dc]0.51 A= 24.75 in .75W+.755+D= 4.85 k Interaction= O.GB (FjF,J2+fy/[F'y(I-f'jF.E,)] f�= 196 p51 TRPL 2xG DF2 @ EACH TRUSS Header @ 51de 5ft Window L: 5 ft LDF: I.GO P= 4.4 k at mid5pan M=I/4PL= 5.50 <I .G' G.72 V=P/2= 2.20 <I .G' 5.92 Gx 10 DF2 Header @ 51de Man-Door L: 3 ft LDF: I.GO P= 4.4 k at mld5pan M=1/4PL= 3.30- <I .G' 3.24 V=P/2= 2.20 <I .G" 3.05 4x8 DF2 V 4/5 3/2G/201 2 Beam-camera NEFSS CUST9 f06"pr'Nntirq st-evleu 1-13%;)•£!...: 2?, ;� I I JARN®T ENGINEERING, INC. JOB CARRERA 1 2-01-1 I G P.O. Box 704 SHEET NO. OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE header @ 51de-Garage Door LDP: W 2 Pi�4.40 P2= q,40 2 P= 4404 8 4.40 4.40 M= 8.80 <I .G' 9.85 = 1 5.7G V= 4.40 <I .G" 7.17 = 1 1 .47 WEQUiV= 1 .22 MIN— 217 < G97 S: IJ 240 E. 1300 0= U.12 GX 12 DF2 V 5/5 312GI201 2 . .or...!i'.rra NL-BS CU5Y2 isff:'�Yliating sa:ovice i.i30Unk,B-d5c. Ni, . n:_P;,?__,i,urourh.NH 031A5`;, 2'0 JARNOT ENGINEERING, INC. JOB CARRERA 1 2-01-1 1 6 P.O. Box 704 SHEET NO. OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE Steel Post Design Pdn= 1.1 kip5 (50%Trib) Plat= 2.1 kip5 Connection: 51de PL w/5D5 Screws Allowable 290 Qty= 7.2 (8) 1/4"x2"5D5 Screws Weld both 51de5 of tab h=1/2(6.5+10)= 5.5 [2x2 bolt pattern] TfU55 Up,yt/2 M=Phh= 11 .6 7 5=1/3 d2= 12.00 Fv= 0.19 fl=M/5= 0.96 T=Pv= 0.19 Ph= 2.10 f1=T/d/2= 0.02 h= 5.5 V=Ph= 2.1 d= 6 fii=V/d/2= 0.18 fnet=(f12+fii2)'5= 0.99 f'v=Rn/Q=FWAW= 21 .0 k51 *Aw Fw=0.6 Fes= 42 Pam: 70 Q: tmin=fn,Wf'v/.707= 0.07 USE 3/I G"WELD w/3/8" FL Cantilevered post h= 14 ft Worst Case P= 2.1 kip5 M= 29.4 kip.ft fy: 46 Constrained Pole Footing d2=4.25Ph/53b Footing: fsoiL= 1 .50 P=D+L+5= 2.10 =�(P/fsoit/.785)= 1 .34 30" P=V= 21001b h=.5*h= 7.00 ft b: 2.50 ft d: 4.5 ft 5: 266 p5f (base value)- 53= 1197 d= 4.57 30" DIA x 4'-G" DP V I/2 3/2G/201 2 Beams-Carrera-5teei Posts NEBS f.USV,M"prin tin g sa�rwire -_u0-`Sr£ '�: ,N<:�,45,i;_..:etc.:!;or urh,hni 03^gg „„u,...,..�.:.�... ari. ::G 143CO,ii=i:i i i r, , I JARNOT ENGINEERING, INC. roe CARRERA 1 2-O I-1 16 P.O. Box 704 SHEET N0, L OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE Compre551on KVr= 55 k: 1 .2 r: 3. 13 ),,=4.71 4(E/Fy)= 1 18 I: 12 Fv: 46 Fe=7[2E/(Q/r)2= 93.90 Ay: 5.24 E: 29000 KI/r<k,: F� =F '(.658)FY/Fe= 37.5 kVr>kc: F,r=.877'Fe= N/A 1 96.4 P�/S2t= I I7.6 >2.2 Qt: I .G7 Bending Mn=f,Z= 42.9 FY: 46 0: 0.9 Z: 1 1 .2 MWC21,= 25.71 <42.7 S2b: 1.67 Combined Bending � Compression fa/Fa+fb/Fb= 0.87 <1 .0 OK P: I .10 M: 22.05 [.75M] Fdnt: I I TG MdQb: 25.7I h55 GxGx I/4 V 2/2 3/2G/20 1 2 seams-Carrera-5teei Posts Fieorr;:r i;orn iJEB5C 61T tty•pvioititlq s2Yvila i-:Y+!YESF,&i 3'r]7 NchS,!rr..r'et,ixarugn,I.1H 03755 vrrnbiu:!.:.c*.,;:; Fir;i:c•:61:330.27G Table 1 Typical Facilities Measurement Basis Estimated ERU Rate Restaurants — inside seating 1,000 sf (gross) 3.0 Drive-thru 5.0 Deli/coffee shop 1.0 Dry retail (hardware, clothing, et al) 0.2 Wet retail (grocery, florist, et al) 0.4 General office 0.3 Medical/dental 0.5 Hair salon 0.5 Laundry Each machine 0.7 Car wash — automatic each 20.0 Hand each bay 2.0 Auto service — gas plaza each pump 0.1 Repair shop 1,000 sf (gross) 0.5 Mini-mart 0.5 School — elementary 100 students and 1.0 staff Junior high / Middle school 100 students and 1.2 staff High School 100 students and 1.5 staff Hotel or motel room 0.5 Warehouse or manufacturing (no process water or 1,000 sf 0.1 wastewater) Church 0.5 Multifamily Each dwelling unit 0.67 Industrial See note 1 See note h All other uses See note 2 See note i Speculative buildings See note 3 See note j I r WATER AND SEWER CONNECTION FEES ARLINGTON MUNICIPAL CODE TITLE 13 Department of Public Works • Utilities Division City of Arlingtoi • 154 W Cox Ave • Arlington,WA 98223 • Phone(360)403 3526 • FAX(360)403 7944 Any development — whether new construction, existing structure, or remodel — that requires potable water or sanitary sewer utility service will have to pay a connection fee in order to connect to the City's utility system. The intent of this handout is to provide an informative summary of how these fees are assessed. This document is intended to aid in understanding the City of Arlington's Utility Connection Fees, and is not intended to replace or supersede any portion of the fee schedule or the Arlington Municipal Code (AMC). For additional assistance with calculation of connection fees, please call the Utilities Administration office at (360) 403-3626. Frequently asked questions: WhV Do I have to pay water and sewer Connection Fees? The City of Arlington, along with its citizens, invested a lot of capital money to develop the existing potable water, sanitary sewer and storm sewer utility systems. These utilities include: • Sewer Utility - Wastewater Treatment Plant, over 60 miles of sanitary sewer, and twelve lift stations, • Water Utility - Water Treatment Plant, two well fields, three reservoirs totaling over 4.5 million gallon capacity, over 2,000 fire hydrants, and over 55 miles of distribution pipeline. • Storm Utility—600 inlets, 30 miles of storm sewer, over 35 detention/infiltration basins Your connection charges will pay your fair share for installation of this utility system. The basis for the utility connection charges is the "potential impact"your connection will have on the City's water and sewer systems. What are the Utility Connection Fees that l have to paV7 You will have to pay Connection Fees for the utilities required for your development (note— the AMC refers to the Water Connection fee as a Tap-in Fee and the Meter installation Fee as a Meter Connection Fee). There are different components for each connection Fee, these components are listed below. Water Service Sewer Service Storm Service Water Connection Fee Sewer Connection Fee No connection or Meter Installation Fee Side Sewer Inspection Fee development fee Notes: 1. The above Connection Fees do not include any costs associated with construction or installation of the utility service; this must be arranged for and coordinated by the developer or property owner applying for service. Installation of water service to inside the service property line can be arranged for with the Water Utility, the installation cost will vary based on job site conditions. 2. The above Connection Fees do not include any Recovery Fees, if applicable. Utility Connection Fees Pamphlet(August 2009) What should I do with my current on site well and septic system? A condition of connecting to City water and sewer services requires all wells and septic systems be decommissioned in accordance with state and Snohomish County regulations (Arlington Municipal Code Chapter 13 Sec.13.32.040 and 13.32.100). Proof of decommissioning per Department of Ecology standards and evidence of inspection and acceptance by Snohomish Health District must be provided to City of Arlington Utilities Division before service can be activated. If I already have utility service can 1 get a credit? Yes, once you pay a connection fee, you have bought into the City's utility system. A credit will be issued for an equivalent water or sewer ERU connection only — there is no ERU cash refund for a disconnected utility service and the credit must be applied to a new service within one year. How do I calculate my Water and Sewer Tap-in and Connection charges? Charges are calculated based on an Equivalent Residential Unit, commonly referred to as an ERU. An ERU is the amount of service or impact to the water and sewer utility system that would be required from a typical residence. Single family residences will require one ERU, the minimum ERU that is charged to any service. ERU calculations for multifamily, commercial, and industrial services use a multiplier based on use/occupancy type (see table on page 4). Can I get an estimate for my Water and Sewer Tap-in / Water Meter Installation Fee Connection charges? Yes, you may call The Utilities Division at (360) 403-3526, or Meter Size Fee 403-3524 for an estimate of water and sewer tap-in / 518" 720.00 connection charges. 1" 1,080.00 1-1/2" 1,580.00 What are the current Water and Sewer Tap- 2„ 2,230.00 in/Connection charges? 3" 4,250.00 The current tap-in/connection charges are found in the 4" 6,770.00 Arlington Municipal Code (AMC) chapter 13.12.210 through 6„ Price set at installation 13.12.260 (pages 184 through 186-2a). The current Connection Fee charges are listed in the following tables: Over 6" Determined by City Council Water Connection Fee Inside City Limits Outside City Limits Meter Size First ERU Additional ERU First ERU Additional ERU 5/8" $4,300.00 $4,300.00/ERU $6,450.00 $6,450.00/ERU 1" $10,750.00 $4,300.00/ERU $16,125.00 $6,450.00/ERU 1-1/2" $21,500.00 $4,300.00/ERU $32,250.00 $6,450.00/ERU 2" $34,400.00 $4,300.00/ERU $51,600.00 $6,450.00/ERU 3" $64,500.00 $4,300.00/ERU $96,750.00 $6,450.00/ERU 4" $107,500.00 $4,300.00/ERU $161,250.00 $6,450.00/ERU 6" $215,000.00 $4,300.00/ERU $322,500.00 $6,450.00/ERU Over 6" Determined by City Council Utility Connection Fees Pamphlet(August 2009) ERU's Per Building Utility Use Classification Typical Facilities Measurement Basis Estimated ERU Rate Restaurants—inside seating 1,000 sf(gross) 3.0 Drive-thru , 5.0 Deli/coffee shop 1.0 Dry retail (hardware, clothing, et al) 0.2 Wet retail (grocery,florist, et al) 0.4 General office 0.3 Medical/dental 0.5 Hair salon 0.5 Laundry Each machine 0.7 Car wash—automatic each 20.0 Hand each bay 2.0 Auto service--gas plaza each pump 0.1 Repair shop 1,000 sf(gross) 0.5 mini-mart " 0.5 School—elementary 100 students and staff 1.0 Junior high 1.2 High 1.5 Hotel or motel room 0.5 Warehouse or manufacturing (no process 1,000 sf 0.1 water or wastewater) Church 0.5 Multi-family Each dwelling unit 0.67 Industrial See note 1 see note 1 All other uses See note 2 see note 2 Speculative buildings See note 3 see note 3 Note 1 - Industrial. Industrial applications require submittal of a written description of the industrial process, with a floor plan of the plumbing system that defines expected production levels and water consumption. Equivalent residential unit determination will be computed from the forecasted average daily consumption (not discounted for weekends or holidays). Note 2 - All Other Uses. Equivalent residential unit determination will be made on a case-by-case basis based on like uses, whenever information is available. Note 3 - Speculative Buildings. Equivalent residential unit determination will be computed for a use typical to the allowed zoning, such as dry commercial, general office or warehouse. Utility Connection Fees Pamphlet(August 2009) Sewer Connection Fees Customer Type First ERU Additional ERU Residential and Commercial $8,400.00 $8,400.00 per ERU Industrial $5,060.00(based on flow)plus $5,060.00(based on flow)plus (meeting required to determine fees) $3,035.00(based on BOD)plus $3,035.00(based on BOD)plus $2,025.00(based on TSS) $2,025.00(based on TSS) Side Sewer Inspection Fees Customer Type First ERU Additional ERU Residential,Commercial,and Industrial E: $180.00 $36.00 per ERU Example 1 — Water service (5/8" meter) and sewer service is provided to an existing single family residence (1 ERU)that is currently on well water and septic: Connection Fee Calculations: Water Connection Fee $ 4,300.00 Conditions Meter Installation Fee $ 720,00 1. Well and septic system are to be Sewer Connection Fee $ 8,400.00 decommissioned in accordance with Snohomish County standards, proof of Sewer Inspection Fee S 180.00 decommissioning is to be provided to City. Total Connection Fees $ 13,600.00 2. Call for inspections 24 hr in advance Example 2—As a commercial building is being designed, the project engineer submits a request for water and sewer service. The building occupancy will consist of 3,000 sq ft of office, 2,000 sq ft of dental exam rooms and 1,000 sq ft of warehouse. A 1 '/2" water service is required for planned occupancy and 4" dedicated fire suppression is required by the Fire Inspector. ERU Calculations: Office (3,000 sq ft) 3,000/1,000 x 0.3 0.9 ERU Dental Exam Rm (2,000 sq ft) 2,000/1,000 x 0.5 1.0 ERU Warehouse(1,000 sq ft) 1,000/1,000 x 0.1 0.1 ERU TOTAL ERUs 2.0 ERU Connection Fee Calculations: Water Connection Fee(15 ERU) $ 21,500.00 Conditions Water Connection Fee(2ntl ERU) $ 4,300.00 1. Call for inspections 24 hrs in advance Meter Installation Fee (1 1/" meter) $ 1,580.00 Sewer Connection Fee(2 ERU) $ 16,800.00 Sewer Inspection Fee(1 base, 1 additional) $ 21600 Total Connection Fees $ 44,396.00 Utility Connection Fees Pamphlet(August 2009) SECTION 22, TOWNSHIP 31 N., RANGE 5 E., W.M. PROJECT INFO: LIGHTING NOTE: WATER SERVICE: CITY OF ARLINGTON THE CONTRACTOR SHALL INSTALL LOW SODIUM OR SIMILAR SEWER SERVICE: CITY OF ARLINGTON LOW INTENSITY ILLUMINATION LIGHTING AND SHALL BE DOWN r N FIRE DISTRICT: CITY OF ARLINGTON SHIELDED. PROJECT AREA: 2.39 ACRES / 104.193 S.F. SITE ADDRESS: ARLINGTON AIRPORT LOTS 012 & 013 - }� ZONING/COMP. PLAN: AF-AVIATION FLIGHTLINE _ PROPOSED LAND USE: 10.400 STORAGE OF AIRCRAFT z N DATUM: NAVD 88 / NAD 83 1881h St NE PARKING REQ: 1 SPACE / 2 HANGERS (INSIDE HANGERS) w 188th St NE a N LANDSCAPE: 45.231 S.F. — Z ® o BUILDING HEIGHT: BUILDING A 18.5' / BUILDING B 20.5' PROJECT 4e.0 --: Seo BUILDING SETBACKS: 5 FEET < La z Z a t 'n < oa A N k+• - I ; � CONTACT It I]lf m 5 ik, l Ao � o X i';..._ -� CARRERA PACIAC HANGARS HALE MILLIGAN &ASSOCIATES LLC N o -� DUANE WILCOXON KELLI HALF, PE D� _ 23022 155TH AVE SE 307 N OLYMPIC AVE,SUITE 209 (SNOHOMISH, WA 98296 ARLINGTON. WA 98223 2nd St NE 425) 418-3660 (360) 474-4624 531 l� ►� VICINITY MAP j I � N.T.S. )- LEASE LINE_-} -- I.t a0 EXISTING LF" ELSF►IFNT LOT 012 Y Y Y COMMENCING AT THE NORTH QUARTER CORNER OF SAID SECTION 22;THENCE S 4'30'4T E ALONG HANGER THE NORTH-SOUTH CENTERLINE OF SAID SECTION A DISTANCE OF 3,562,17 FEET;THENCE S 85'36'29'W A DISTANCE OF 240.41 FEET TO THE TRUE POINT OF BEGINNING;THENCE CONTINUE S 85'35'29'W A DISTANCE OF 455.24 FEET;THENCE S 4'23'31' E A DISTANCE OF 116.00 FEET; m m THENCE N 85*36*29'E A DISTANCE OF 455.00 FEET;THENCE N 4'16'25' E A DISTANCE OF 116.00 �V) 1 - FEET TO THE TRUE POINT OF BEGINNING. SITUATE IN THE CITY OF ARLINGTON. COUNTY OF SNOHOMISH, STATE OF WASHINGTON. SHEET INDD( Ix Y CONTAINING 52,794 SQUARE FEET. O SHEET NAME SHEET � �, f2 �2 F / LEASE EASEMENTLOT 013 w w w7 w COMMENCING AT THE NORTH QUARTER CORNER OF SAID SECTION 22;THENCE S 4'30'47'E ALONG THE NORTH-SOUTH CENTERUNE OF SAID SECTION A DISTANCE OF 3,562,17 FEET;THENCE S LEGEND & GENERAL NOTES 2 g g ILI ■ p 85'36'29'W A DISTANCE OF 612.01 FEET;THENCE N 4728'30'W A DISTANCE OF 26.00 FEET TO THE TRUE POINT OF BEGINNING;THENCE N V28'30'W A DISTANCE OF 485.00 FEET;THENCE S 85'31'30' TESC 3 -_-17 W A DISTANCE OF 105.98 FEET; THENCE S 4'28-30'E A DISTANCE OF 485.00 FEET.,THENCE N o 0 85'31'30' E A DISTANCE OF 105.98 FEET TO THE TRUE POINT OF BEGINNING. w yN ,•I GRADING & DRAINAGE 4 d PI N — m r a /_L/// z nl SITUATE IN THE CITY OF ARLINGTON, COUNTY OF SNOHOMISN, Si.ATE OF WASHINGTON. O ft�- / WATER & SEWER 5 z J! w - CONTAINING 51,399 SQUARE FEET. -x \\\ DETAILS 6_7 n ao N 1. 1•I _ \N N WOY ~ (''� r. A RYPY BOUNSURVEY COMPLETED FOR CITY OF ARLINGTON AIRPORT BY CASCADE SURVEYING AND ENGINEERING. PROPERTY CORNERS HAVE BEEN STAKED BY CASCADE SURVEYING AND ENGINEERING. s _ TOPOGRAPHIC SURVEY COMPLETED BY HUEY I 7 ,w SURVEYING AND LAND CONSULTING, INC. j EXISTING EXISTING HANGERS AND TAXILANES DIGITIZED FROM HANGER 40 0 40 80 AERIAL PHOTOGRAPH. CONTOURS ARE FROM LIDAR. 1' SCALE/N FEET lo P -� EXISTING HANGERS DIGITIZED M r - FROM AERIAL PHOTO EXISTING / EXISTING ESTIMATED GRADING QUANTITIES: r �Ii 1 HANGER HANGER EXISTING (TYPICAL) WT: y ,p�0 220 'w.0 - /�.r HANGER FILL 197 CU.YDS. ''Q^ "A s - V cq m Vaasa__' LEASE LINE Z u 1t 'A?63 2t `--' - —' -- IMPERVIOUS AREA: ljpTAXILANE -- 1n EXISTING, PROPOSED: (9 _ _ It 89•52•04•E 455 74_ 1 - —-- _ 0 - —- - --- -� -r209 1 - r TI ^� 1 r r�` 1 f--� , r , -� ENTRANCES 25,142 S.F. 24,717 S.F. .} Cis 1 I; BUILDINGS 26,393 S.F. 43,469 S.F. C7 I. I! I � TOTAL 51,535 S.F. 88,186 S.F. 0 t70 , PERVIOUS AREA: , N FF ELS17-190.0 PROPOSED HANGER A tIVE j / GRASS 28,419 S.F. Q a •�r 21149 S.F. ff j - . . . . . . u .,.•. •I J •I ;r } 1 - f { I .f. y'. I '� it ('` [ uj _ 1 i `r�j�. �r r','1• i r:.i I I , 1..1 I. 1 DEG ®.5 2012 CONSTRUCTION DRAWING REVIEW 2 i t __ i1 ACKNOWLEDGMENT �/ Z 99'S10c f55.Ca i' r _ "" ,�I- .._ fj� pgy - ply- gyapp .�qp, 7H/S fYAN HAS 6EEN REHENED ANO EYALUAlL77 FGP GENERAL PL/ANCF 1 / M77N AL GAY GS AAY/NFWf CO MY fZWa's ENIRWM GL AS7N/S Y TAXILANE - L �' T 9Z YQV N1JN ALL AARA-GYf LAMS ANo RE61A;VaVS/S)NE MU ANv LYA!/PW7F � Q N ' \ RE.4'Y14'IA,PU7Y a'7NE L/L W%0,9f-VOV ENGNEER. MN03 STAMP ANO.VLNAA1W E .-. .. -. ..___—__ ;..PROPOSED-. ----,� r '/(�T�//\ /1 I O/ A9'FAR GVMRSSYLLFT.A00WRf4TCW'NT a'GYWS/AUAW LS4AMINC FENEW .- ���� r/ /� VaFS NOT/FCY G7Y APPROVAL ELiP LCWS7RUCALW ACANAE3 7NAT REIX//AE <LUMINAR % O7NER CWNTY,STA7E 64 A£DERAL PERM/T RENEW ANO ARWLOVAL 7NE PRO. IY OM ANO Ya?VSfV aFMO/ENLYAEER MA[L 6L R(SRaY.AYXE FOR 7HE AIX✓"AW AhV C O-ALL AH9'MA"Pb W1S AIID/YP AL7AAVWf AWVS WAWAry Y 77 CALL TWO BUSINESS moms Yr1� eaiAAlrMOruvv7- p Msea'1cao-acT:ACPreaws w APPROVAL 175 AiSL'LL NORLIS Q�/A'IENTm,z ANY LYA4P RSENGNEERS A7lL o " DAYS BEFORE YOUMNSANO7NERELY//AV7/LN75 N/EENOANGL4EDSEGESACT. 20110017 BY: a-- — City&gln EXISTING - ,s A ' -• EXISTING / EXISTING EXISTING DIG 811 o y HANGER '� '. ^ 1, HANGER HANGER —� / HANGER DATE, 1 OF 7 as '.i ! / / / THIS APPROVAL VALID FOR IS MONTHS IA- r::�`:..:<.c GENERAL CONSTRUCTION NOTES S I otv.DRAINAGE NOTES N SITE GRADING NOTES 1.ALL WORK AND MATERIALS SHALT.CONFORM TO THE CURRENT EDITION OF THE CITY OF ARUNGTON PUBLIC WORKS 1.ALL STORM DRAINAGE IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE APPROVED 1. ALL GRADING SHALL COMPLY VATH CHAPTER A33 OF THE UNIFORM BUILDING CODE(CURRENT EDITION),AND APPUCABLE CITY OF STANDARDS AND SPECIFICATIONS,AND THE CURRENT EDITION OF THE WASHINGTON STATE DEPARTMENT OF PLANS AND CITY STANDARDS AND SPECIFICATIONS.ANY DEVIATION FROM THESE PLANS WALL REQUIRE AN NGTON CODES. 20 TRANSPORTATION(WSGOT)STANDARD SPECIFCATIONS FOR ROAD,BRIDGE,AND MUNICIPAL CONSTRUCTION.A COPY OF PRIOR APPROVAL FROM THE OWNER,THE CITY ENGINEER,AND OTHER APPROPRIATE PUBLIC AGENCIES. THESE DOCUMENTS SHALL BE ON SITE OURING CONSTRUCTION. 2. PUBLIC STREETS AND TA%THANES/TA%IWAYS ARE TO BE KEPT CLEAR OF DIRT AND DEBRIS DURING EXCAVATION AND FILL p H 2.ALL PIPE MATERIALS SHALL MEET THE REQUIREMENTS ON THE CITY STANDARDS AND SPECIFICATIONS. OPERATIONS. 2.IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO OBTAIN A GRADING PERMIT,RIGHT-OF-WAY ACCEPTABLE STORM DRAINAGE PIPE MATERIALS INCLUDE CONCRETE,PVC,HOPE,AND DUCTILE IRON. PERMIT,AND UTILITY PERMITS,FROM ME CITY.ALL REWIRED PERMITS FROM OTHER AGENCIES MUST ALSO BE CORRUGATED METAL PIPES GALVANIZED ALUMINUM OR STEEL)ARE NOT ACCEPTED BY THE CITY.ALL PIPE 3. AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND DELETERIOUS MATTER. OBTAINED BY THE DEVELOPER/CONTRACTOR, JOINTS MUST HAVE GASKETS AND SHALL BE WATER TIGHT UNLESS OTHERWISE DIRECTED BY THE CITY. e 4. AREAS TO RECEIVE FILL SHALL BE PROOF ROLLED.ALL LOOSE AND SOFT AREAS SHALL BE REMOVED AND REPLACED WITH 3.PRIOR TO ANY CONSTRUCTION ACTIVITY,THE DEVELOPER/CONTRACTOR SHALL ATTEND A PRECONSTRUCTON 3.PIPE BEDDING MATERIAL SHALL BE 5/8-INCH MINUS CRUSHED GRAVEL FOR ALL PIPE TYPES,EXCEPT STRUCTURAL FILL CONFERENCE WITH THE CITY.THE CONTRACTOR STALL SCHEDULE THE PRE-CONSTRUCTION CONFERENCE BY CALLING DUCTILE IR 5. ALL FILL MATERIALS USED STALL BE FREE OF VEGETATION AND DELETERIOUS MATTER AND SHALL NOT CONTAIN ROCKS GREATER CH ON.BEDDING MATERIAL FOR DUCTILE IRON PIPE SHALL MEET THE REQUIREMENTS OF THE LTTYS .E'1l J nI fy (360)403-35M PRIOR TO SCHEDULING. THE CONTRACTOR MUST SUBMIT AND RECEIVE APPROVAL FOR THE TRAFFIC STANDARDS AND SPECIFICATIONS(CHAPTER 4). 5, SIX INCHES E DIAMETER. U F CONTROL PLAN.CITY PERMTS, TEMPORARY EROSION AN PERFORMANCE D SEDIMENT CONTROL PLAN.PERFOANCE BOND.COPY OF IN OTHER AGENCY PERMITS.A COPY OF TIE CONTRACTOR'S LICENSE.AND PROOF OF INSURANCE COVERAGE. 4 ALL TRENCH BACKFl A LL IN AREAS OF PAVEMENT OR STRUCTURAL LOADING SHALL BE COMPACTED TO AT 6, STRUCTURAL FILLS SHALL BE PLACED IN FIGHT TO 10 INCH THICK LOOSE HORIZONTAL LIFTS AND SPREAD UNIFORMLY. O `D LEAST 95X OF THE MAXIMUM DRY DENSITY.ALL OTHER AREAS SHALL BE COMPACTED TO AT LEAST 907E m v 4.A COPY OF THE APPROVED CONSTRUCTION PANS MUST BE ON THE JOB SITE WHEN CONSTRUCTION 15 IN OF MAXIMUM DRY DENSITY. 7. AFTER EACH UFT HAS BEEN SPREAD EVENLY.IT SHALL BE COMPACTED TO A MINIMUM OF 95x OF MAXIMUM DENSITY DETERMINED Ln PROGRESS. IN ACCORDANCE WITH ASTM D1557 (MODIFIED PROCTOR). Cn o 5 ALL PIPE SHALL BE PACED ON STADLE EARTH.IF IN THE OPINION ON THE CITY INSPECTOR,THE r�{1 5.ALL SITE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PANS.ANY DEVIATION FROM THE E7OSTNG TRENCH FOUNDATION IS UNSATISFACTORY.THEN IT SHALL BE EXCAVATED BELOW GRADE AND 6, TINE SURFACE OF ALL SLOPES SHALL BE COMPACTED. THIS MAY BE ACCOMPLISHED BY OVER-BUILDING THE SLOPES.THEN `"- APPROVED PANS lNLL REQUIRE PRIOR APPROVAL FROM THE DINNER,THE CITY ENGINEER,AND OTHER APPROPRIATE BACKFlLLED WITH GRAVEL BEDDING MATERIAL TO SUPPORT THE PIPE CUTTING BACK TO FINAL GRADES.OR BY RUNNING THE COMPACTOR OVER THE SLOPE AS EACH FILL LIFT IS BEING PACED. ALL U 4 PUBUC AGENCIES. 6.LOT DRAINAGE SYSTEMS,STUB-OUTS AND ANY DRAINS BEHIND THE SIDEWALK MUST BE INSTALLED AS SLOPES SHALL BE COMPACTED BY THE END OF EACH WORK DAY. Q ALL OF THE LOCATIONS OF THE EXISTING UTILITIES SHOWN IN THE PLANS HAVE BEEN ESTABLISHED BY FIELD REWIRED PRIOR TO SIDEWALK CONSTRUCTION.STUB-OUTS SHALL BE MARKED PATH A 2"X4"WITH 3 FEET ¢ SURVEY OR OBTAINED TROY AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE AND NOT VISIBLE ABOVE GRADE AND MARKED `STORM".LOCATION AND DEPTH OF THESE INSTALLATIONS SHALL BE 9. FIELD DENSITY TESTS(IF REQUIRED)WILL BE MADE BY A QUALIFIED SOILS ENGINEERING FIRM. DENSITY TESTS SHALL BE TAKEN AT G �' NECESSARILY COMPLETE,IT IS THE SOLE RESPONSBI ITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE SHOWN ON THE AS-BUILT PANS SUBMITTED TO THE CITY. OR JUST BELOW THE SURFACE AT THE FREQUENCY AND LOCATIONS DETERMINED BY THE SOILS ENGINEERING FIRM. WHEN THE O TESTS INDICATE THAT THE DENSITY OF ANY LAYER OF PILL OR PORTION THEREOF IS BELOW THE SPECIFIED DENSITY,THE PARTICULAR ACCURACY OF ALL UTILITY LOCATIONS. 6.ALL CATCH BASINS SHALL BE TYPE 1 UNLESS OTHERWISE SHOWN ON THE PANS AND APPROVED BY SECTION SHALL BE REWORKED UNTIL THE REWIRED DENSITY HAS BEEN OBTAINED. ,y 7.THE CONTRACTOR SHALL LOCATE AND PROTECT ALL CASTINGS AND UTIUTIES DURING CONSTRUCTION AND SHALL THE CITY.THE USE AND INSTALLATION OF INLETS IS DISCOURAGED. 10 ALL CUT AND FILL SLOPES SHALL BE A MAXIMUM OF 2A. CCONTACT THE C) 7.UTLUTIES LOCALE SERVICE(1-800-424-5555 OR 611)AT LAST 4B HOURS PRIOR TO 7 ALL CATCH BASINS WITH A DEPTH OF 5 FEET(RIM TO INVERT)OR GREATER SHALL BE TYPE 2 CATCH BASINS EQUIPPED WITH 3/4-INCH DIAMETER SAFETY MANHOLE STEPS OR A MANHOLE LADDER PER CITY 11. STOCKPILES ARE TO BE LOCATED IN SAFE AREAS AND ADEQUATELY PROTECTED TO PREVENT EROSION. HYDROSEED PREFERRED. B.INSPECTION AND ACCEPTANCE OF ALL WORK WALL BE ACCOMPLISHED BY REPRESENTATIVES OF THE CITY OF STANDARD DETAILS. 12 CONTRACTOR SHALL MAINTAIN A MINIMUM 2-FT GRADING SETBACK FROM PROPERTY BOUNDARY UNLESS WRITTEN PERMISSION IS ARUNGTON.IT SHALL BE THE CONTRACTOR-5 RESPONSIBIUTI'TO COORDINATE AND SCHEDULE APPROPRIATE OBTAINED FROM ADJACENT PROPERTY OWNER. INSPECTIONS ALLOWING PROPER ADVANCE NOTICE THE INSPECTOR WAY REWIRE REMOVAL AND REPLACEMENT OF B. ALL GRATES SHALL BE MARKED "OUTFALL TO STREAM - DUMP NO POLLUTANTS". ALL SOLID COVER IIEYS THAT 00 NOT MEET pfY STANDARDS OR WERE CONSTRUCTED WITHOUT INSPECTION. SHALL BE MARKED `DRAIN". ALL CATCH BASINS AND MANHOLES SHALL BE EQUIPPED TWTH LOCKING 13. EXCESS MATERIAL MAY BE SPREAD EVENLY ACROSS SITE,PROVIDED IT DOES NOT INTERFERE MATH OR HINDER THE DRAINAGE FIT AND LIDS OR GRATES PER CITY STANDARD DETAILS. PATTERN ESTABLISHED ON THE GRADING PLANS. 9.THE CONTRACTOR SHALL KEEP THE ON-SITE AND OFF-SITE STREETS CLEAN AT ALL TIMES BY CLEANING WITH A a)a) x x yTxA1 SWEEPING AND/OR VACUUM TRUCK.WASHING OF THESE STREETS WALL NOT BE ALLOWED WTHOUT PRIOR APPROVAL 9.ALL GRATES LOCATED IN THE UTTER FLOW LINE(INLET AND CATCH BASIN)SHALL BF.DEPRESSED 0.1 14. CONTRACTOR SHALL MAINTAIN A MINIMUM SLOPE OF 0.5%ACROSS AT ALL TIMES, Y Y y FROM THE CITY INSPECTOR. FOOT BELOW PAVEMENT LEVEL 10.THE CONTRACTOR SHALL MAINTAIN TWO(2)SETS OF -AS-FILM PLANS SHOWING ALL FIELD CHANGES AND 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL MANHOLE,INLET AND CATCH BASIN SEWER SYSTEM CONSTRUCTION NOTES MODIFICATIONS.IMMEDIATELY AFTER CONSTRUCTION COMPLETION.THE CONTRACTOR SHALL DELIVER BOTH COPIES OF FRAMES AND GRATES/COVERS TO GRADE JUST PRIOR TO CURB INSTALLATION AND/PAVING. RED-LINED PLANS TO THE CITY.THE CITY WILL FORWARD ONE OF 111E COPIES i0 THE DESIGN ENGINEER. 1.ALL WORK SHALL BE IN ACCORDANCE YNTH THE APPROVED PLANS,AND CURRENT EDITION OF THE CITY 11.ALL RETENTION/DETENTION FACILITIES SHALL BE INSTALLED AMD IN OPERATION PRIOR TO.OR IN OF ARUNGTON STANDARDS AND SPECIFICATIONS.ANY CHANGES TO THE DESIGN REQUIRES CITY APPROVAL ED N ADDITIONAL GENERAL NOTES CONJUNCTION WITH.ALL CONSTRUCTION ACTIVITY,UNLESS OTHERVA!"E APPROVED BY THE CITY. P.ALL MATERIALS SHALL CONFORM TO THE CITY OF ARUNGTON STANDARDS AND SPECIFICATIONS AND THE yz 12.DETENTION/1iETFNTION PONDS TNTH SIDE SLOPES STEEPER MAN 3:1 OR WAIN A MAXIMUM WATER MATERIAL SUBMITTALS SHALL BE APPROVED BY THE CITY BEFORE SCHEDULING THE PRECONSTRUCTION 3\ 1. THE CONTRACTOR AT THE TIME OF CONSTRUCTION IS REQUIRED TO SUPPLY MARKINGS FOR ANY TALL DEPTH GREATER THAN 3 FEET SHALL BE ENCLOSED WITH A VINYL COATED CHAIN LINK FENCE. CONFERENCE AND BEFORE THE MATERIALS ARE DELIVERED TO THE JOB STE.ONCE THE MATERIALS ARE Q VV)) CONSTRUCTION EQUIPMENT SUCH AS CRANES THAT MAY BE USED.THE MARKNGS SUPPLIED SHOULD BE FLAGS, DELIVERED TO THE JOB SITE THE INSPECTOR WILL DETERMINE IF THE MATERIALS WERE MANUFACTURED TO w 3C MINIMUM SIZE 3'X 3'IN DIMENSION WITH AN INTERNATIONAL ORANGE AND WHITE CHECKERBOARD PATTERN UTILIZING 12.BIO-FILTRATION SWALES AND/OR FILTER STRIPS SHALL BE CONSTRUCTED.BEDDED ON SEEDED AND IN MEET THE REQUIREMENTS OF THE CITY OF ARUNGTON STANDARDS AND SPECIFICATIONS BEFORE THE Z a 1'X 1'SQUARES THE FAGS NEED TO BE PLACED ON THE HIGHEST PART OF THE EQUIPMENT TO SERVE AS A VISUAL OPERATION PRIOR T0,OR SODDED IN CONJUNCTION WITH,ASPHALT PAVING THE VEGETATION IN THE MATERIALS CAN BE INSTALLED. O WARNINO TO PILOTS.ANY EQUIPMENT SUCH AS CRANES NEEDS TO BE LOWERED AT NIGHT. BIG-SWALE MUST BE WELL ESTABLISHED BEFORE PAVING BEGINS. S UI 3.ALL SEWER MAINS AND SIDE SEWER STUBS SHALL BE FIELD STAKED FOR GRADES AND AUGNMENT BY A t� 2. REGARDING ADJACENT AIRCRAFT MOVEMENT AREAS AT THE END OF THE WORKDAY THERE SHALL BE NO 13.STORM WATER RETENTION/DETENTION FACILITIES,STORM PRIOR TO CONSTRUCTION.THE CONSTRUCTION STAKES MUST SHOW THE STATION AND OFFSET TO M DRAINAGE PIPE AND CATCH BASINS SHALL BE W w W w TEMPORARY OR PERMANENT PAVEMENT DROP OFFS GREATER THAN f OR TURF/GRUND ZIPS GREATER THAN 3' FLUSHED AND CLEANED BY THE DEVELOPER PRIOR TO THE CITYS ACCEPTANCE OF THE PROJECT. THE ALIGNMENT. Of pp� 3. NO CONSTRUCTION EQUIPMENT/MATERIAL IS TO BE STORED BETWEEN THE BUILDING SITE AND THE EXISTING PAVED 14.WIRER INFILTRATION FACILITIES ARE CONSTRUCTED,COMPACTION OF SOIL IS NOT ALLOWED,AS THE 4.THE CITY OF ARUNCTON WASTEWATER DIVISION SHALL BE NOTIFIED A MINIMUM OF 46 HOURS IN U U U AREAS SERVING THE ADJACENT HANGARS. DESIGN IS BASED ON NATURAL SOIL IN'THE ORIGINAL LOCATION.VEHICLES SHALL NOT BE DRIVEN OVER ADVANCE OF A TAP OR CONNECTION TO AN EXISTING SANITARY SEVER MAIN.TIE INSPECTOR SHALL BE THE INFILTRATION AREA DURING CONSTRUCTION. PRESENT AT THE TIME OF THE TAP OR CONNECTION. LEGEND 15.IF THE CONTRACTOR ENCOUNTERS GROUNDWATER OR SOIL CONDITIONS DIFFERENT FROM THAT SHOWN 5.GRAVITY SEWERS.INCLUDING SIDE SEWERS,WITH 5 TO 14 FEET OF COVER SHALL BE PVC ASTM D 3034 U U U IN THE PLANS DURING INFILTRATION SYSTEM INSTALLATION.THE CONTRACTOR SHALL NOTIFY THE CITY SI)R 35.GRAVITY SEWER MAINS MATH LESS THAN 5 FEET OR GREATER THAN 14 FEET OF COVER SHALL BE j= DUCTILE IRON PIPE CUSS 52.OR C-900 PVC.IF DUCTILE IRON PIPE IS USED FOR SEWER,THE PIPE DO INSPECTOR. INTERIOR SHALL BE EPDXY COATED(NOT CEMENT-UNED). A PROP, FIRE HYDRANT Z n Lv 0 B.PRE-CAST MANHOLES SHALL MEET THE REQUIREMENTS OF ASTM C-476.JOINTS SHALL BE RUBBER COI IX WATER VALVE 77' LJ WATER SYSTEM CONSTRUCTION NOTES CASKEIED AND GROUTED BOTH INSIDE AND OUTSIDE OF THE MANHOLE PER CITY OF ARUNCTCN STANDARDS 1.ALL WORK SHALL BE IN ACCORDANCE WITH THE APPROVED PUNS AND CURRENT EDITION OF THE CITY OF AND SPECIFICATIONS.ALL LIFT HOLES UT THROUGH THE WALLS of THE MANHOLE SHALL BE GROUTED ARUNGTONWO STANDARDS AND SPECIFICATIONS ANY CHANCES TO THE DESIGN REWIRE CITY APPROVAL FROM THE INSIDE AND OUTSIDE OF THE MANHOLE TO BE WATERTIGHT.ADDITIONAL WATERPROOFING MAY BE O IX.SANITARY SEWER MANHOLE Oa W Y TESC NOTES REQUIRED. 2.ALL MATERIALS SHALL CONFORM TO THE CITY STANDARDS AND SPECIFICATIONS AND SHALL BE APPROVED BY THE B PROP.SANITARY SEWER MANHOLE N O CITY PRIOR TO DELIVERY TO THE JOB SITE MATERIAL SUBMITTALS ARE REQUIRED AND MUST BE APPROVED PRIOR TO 7.SIDE SENDER SERVICES SHALL A PVC ASTM D JOl4 SON TI WTH FLEXIBLE TEE FROM JOINTS.SIDE SEWER CONNECTIONS SHALL BE MADE BY A TAP TO AN EXSTING MAIN OR A TEE FROM A NEW MAIN SCHEDULING APRE-CONSTRUCTION CONFERENCE. 1.APPROVAL ON THE TEMPORARY EROSION/SEDIMENT CONTROL(TESC)PUN DOES NOT CONSTITUTE AN CONNECTED ABOVE THE SPRING LINE OF THE PIPE WYES ARE NOT ALLOWED ON LINES B'OR LARGER.SIDE W PROP.SANITARY SEWER CLEAN-OUT E.1 APPROVAL OF PERMANENT ROAD OR STORM DRAINAGE DESIGN. �.� rn SEWERS CAN NOT BE INSTALLED UNDER DRIVEWAYS UNLESS APPROVED BY THE CITY INSPECTOR. .IT,j• IM 3.WATER MAINS SHALL BE CEMENT-UNED DUCTILE IRON PIPE CLASS 52 UNLESS OTHERWISE APPROVED BY THE CITY. U IX. STORM CATCH BASIN JW V(V H 2 A TESC PAN MEETING THE DOE STORM WATER MANAGEMENT MANUAL ADOPTED BY THE CITY SHALL &ALL SEINER PIPE SHALL BE INSTALLED NiTH A CONTINUOUS TRACER TAPE 24'-48'UNDER THE PROPOSED BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO ANY WORK ON THE SITE AN APPROVED COPY Z 4.ALL SERVICE LOCATIONS SHALL BE FIELD APPROVED BY THE CITY PRIOR TO INSTALLATION. FINISHED SUBGRADE,OR AS DIRECTED BY THE CITY INSPECTOR. THE MARKER SHALL BE PLASTIC, MUST BE MAINTAINED ON-SITE AND BE READILY AVAILABLE TO THE CITY INSPECTOR AT THEIR REQUEST. ® PROP.STORM CATCH BASIN NU-BIODEGRADABLE,METAL CORE,AND DETECTABLE,KITH BACKING MARKED SEWER'. 1 5.IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE UNDERGROUND UTILITIES BY CALLING ONE-CALL UNDERGROUND H ? d 3.THE TESC BMP'S SHOWN ON THE PLAN MUST BE INSTALLED PRIOR TO ALL OTHER CLEARING AND Z UTILITY LOCATOR(1-800-424-5555)46 HURS PRIOR TO CONSTRUCTION. GRADING ACTIVITIES,AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT-LADDEN WATER DOES NOT 9•SIDE SEWERS SHALL BE INSTALLED BY THE DEVELOPER AND COORDINATED FOR CLEARANCE NTH POWER, ® PROP.YARD DRAIN w ENTER THE DRAINAGE SYSTEM.LEAVE THE SITE,OR VIOLATE APPLICABLE WATER QUALITY STANDARDS. GAS,TELEPHONE,CABLE,AND OTTER UTILITIES.SIDE SEWERS SHALL BE A MINIMUM OF 10 FEET BEYOND Q�• (7 6.ADEQUATE TRENCH SHEETING AND/OR SHORING SHALL RE PROVIDED BY THE CONTRACTOR AS REQUIRED BY OSHA MAINTENANCE,REPLACEMENT.AND UPGRADING OF THE TESC PLAN IS THE RESPONSIBILITY of THE PROPERTY UNES AND 5'BEYOND ANY EASEMENT. • PROP.OBSERVATION WELL QQ AND WISHA CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETE AND APPROVED BY THE CITY. E THE THE SEWER PIPE SHALL BE INSTALLED STARING FROM 00.HTHE SEVER OF THE POINT OF CONNECTION ON \ z 7. THE PPE 94ALL BE INSTALLED BY FOLLOWING THE FINISHED GRADE PROFILE WHEREVER POSSBLE THE DEPTH OF 4.THE BOUNDARIES OF THE CLEARING UMITS.SHOWN ON THE TESC PLAN.SHALL BE CLEARLY FENCED TINE EXISTING SEWER OR FROM A DESIGNATED STARTING PONT.THE SEWfER PIPE SHALL BE INSTALLED KITH U PROP.WATER METER COVER SHALL BE TYPICALLY 35 INCHES(3 FEET).AND MAY BE UP TO 50 INCHES(5 FEET)WIN THE APPROVAL OF OR FLAGGED IN THE FIELD PRIOR TO STARTING CONSTRUCTION.NO DISTURBANCE BEYOND THE FENCED OR THE BELL END UPSTREAM. YHE CITY ENGINEER.WATER YAKS UNDER THE STATE(OR COLINTY)HIGHWAYS SHALL MEET THE MINIMUM COVER FLAGGED CLEARING LIMITS SHALL BY BE PERMITTED.THE FENCING AND/OR FA ADEQUATE GGING SHALL BE MAINTAINED ® IX. STORM OVERFLOW DEPTHS REQUIRED BY WSOOT(OR SNOHDMIl4 COUNTY). BY THE CONTRACTOR FOR THE DURATION OF THE CONSTRUCTION PROJECT. TRENCH SHEETING AND/OR SHORING SHALL BE PROVIDED BY THE CONTRACTOR AS REQUIRED BY OSHA AND N1SI1A L'D IX.POWER VAULT 6.PIPE JOINT DEFLECTIONS SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S RECOMMENDED MAXIMUM 5.THE TESC FACILITIES SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED 12.TO PREVENT WATER OR DEBRIS FROM DISCHARGING INTO THE CITYS EXISTING SEWER SYSTEM,THE N DEFLECTIONS.BENDS MAY BE REQUIRED TO MAINTAIN PROPER WATER MAIN ALIGNMENT WTHIN EASEMENTS OR PUBUC SITE CONSTRUCTION.DURING THE CONSTRUCTION PERIOD.THESE TESC FACILITIES SHALL BE UPGRADED CONTRACTOR SHALL INSTALL A PLUG IN THE CONNECTION MANHOLE OR AS DIRECTED BY THE CITY ° IX• ROWER LOCATE PAINT g RIGHT-OF-WAY. AND ADDED TO AS NEEDED,FOR UNEXPECTED STORM EVENTS AND TO REFLECT CHANGED CONDITIONS,AS INSPECTOR.THE PLUG SHALL NOT BE REMOVED UNTIL THE SEWER IS ACCEPTED BY THE CITY. r M REWIRED BY THE CITY. IX.WATER LOCATE PAINT N r d 9.WATER MAIN SHALL NOT BE PACED UNDER SIDEWALK,CURBS.GUTTERS,ON ANY PERMANENT STRUCTURES 13.ALL SENIIR LINES SHALL MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL CLEARANCE AND A MINIMUM OF MITHOUT THE PRIOR APPROVAL OF THE CITY ENGINEER. 6.THE CONTRACTOR SHALL PROVIDE THE CITY A 24-HOUR EMERGENCY CONTACT PHONE NUMBER OF THE Of H j 16 INCHES VERTICAL CLEARANCE FROM WATER LINES.SEE STANDARDS AND SPECIFICATIONS FOR ADDITIONAL w r� Z CONTRACTOR'S CERTIFIED EROSION CONTROL SUPERVISOR PRIOR TO STARTING CONSTRUCTION. REQUIREMENTS AND ALTERNATIVES. IX. OAS LOCATE PAINT 0 10.NO CONNECTION 70 THE CITY WATER SYSTEM IS ALLOWED UNTIL THE NEW CONSTRUCTION PASSES PRESSURE AND Q R PURITY TESTS,AND HAS BEEN APPROVED AND ACCEPTED BY THE CITY. 7.THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS 14.PIPE BEDDING SHALL BE IN ACCORDANCE NTH THE CITY OF ARUNGTON STANDARD AND WSDOT PROP. LUMINAIRE m NECESSARY TO ENSURE CONTINUED FUNCTION AND OPERATION. STANDARD SPECIFICATIONS.3/6-INCH MINUS MANUFACTURED CLEAN PEA GRAVEL IS THE REQUIRED BEDDING v .�' m 11.PRIOR TO MAKING CONNECTIONS TO THE EXISTING SYSTEM,CONTRACT04 SHALL FIELD VERIFY THE LOCATION. MATERIAL ALL PIPE SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION.THIS SHALL INCLUDE DEPTH AND MATERIAL aF Ef35TINC WATER MAINS AT TINE PANT a CONNECTION. 6.BETWEEN OCTOBER 1 AND APRIL 30,DISTURBED AREAS THAT ARE TO BE LEFT UNWORKED FOR MORE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIALS AS WELL AS PROP.SPOT ELEVATION Z T- 'w THAN,TWO(2)DAYS SHALL BE IMMEDIATELY COVERED BY MULCH,SOD OR PLASTIC COVEPoNO BETWEEN PLACEMENT AND COMPACTION OF REWIRED BEDDING MATERIAL TO UNIFORM GRADE T THAT THE ENTIRE V J w 12 ALL WATER LINES SHALL BE A MINIMUM OF 10 fEET HORIZONTAL CLEARANCE FROM SAFXTARY SEWERS.WHEN MAY 1 AND SEPTEMBER 30,DISTURBED AREAS THAT ARE TO BE LEFT UNWCTREO FOR MORE THAN SEVEN LENGTH N THE PIPE VAC BE SUPPORTED BY A UNIFORMLY DENSE UNIFORM BASE !,B (7 WATER LINES CROSS SEWER LINES,ME MINIMUM VERTICAL CLEARANCE SHALL BE 18 IN04M (7)DAYS SHALL BE IMMEDIATELY COVERED BY SEEDING OR OTHER APPROVED METHODS. � PROP.ORNAMENTAL TREE �d 15.THE CONTRACTOR SHALL COMPACT TRENCH BACKFlLL WITHIN THE CITY RIGHT-OF-WAY TO AT LEAST 000••✓✓✓ 0 O c 13.TO FILL ME MAIN FOR FLUSHING.PRESSURE AND PURITY TESTS.THE CONTRACTOR IS PREVENT TO USE AN 9.SEDIMENT DEPOSITS SHALL BE REMOVED FROM ALL CATCH BASINS,PRE-TREATMENT/SEDIMENT POND, 90x MAXIMUM DRY DENSITY FROM THE BOTTOM OF THE TRENCH TO A DEPTH OF 3'BELOW THE SURFACE. J .s APPROVED METER THROUGH DCVO THE LAIN HOLE SHALL REMAINS THE FULLTESTING. OPEN PCOTR T PAAIL TT AND SEDIMENT TRAPS UPON REACHING A DEPTH OF 12 INCHES. THE TRENCH BACKFlLL MUST BE COMPACTED TO AT LEAST 95%MAXIMUM DENSITY WITHIN 3-OF THF. N' /1 (7 BACK-SPHONAfZ TWWCI 114E DRAIN MOLE AFTER SUCCESSIIL TESTING.THE CONTRACTOR WLL TE INTO THE PROP.GRASS SUREACE. ASPHALT MUST BE COMPACTED TO MEET THE REQUIREMENTS ON THE PLANS ALL COMPACTION V CI EXISTING SYSTEM,USING DISINFECTED SLEEVES AND SPOOL PIECES 10.ANY PERMANENT NETENRON/OETEHTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE TESTS ARE AT THE DEVELOPERS EXPENSE. O 14.THE CONTRACTOR SHALL CONTACT THE CITY FOR VALVE OPERATION.ONLY AUTHORIZED REPRESENTATIVES OF THE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES•SHALL PROVIDE ADEQUATE STORAGE of CITY CAN OPERATE VALVES IN THE CITY WATER SYSTEM. CAPACITY,AND SHALL BE LEANED OUT ENTIRELY ONCE THE SITE IS STABILIZED.IF THE PERMANENT FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM,THE FACILITY SHALL NOT BE USED AS EXISTING ASPHALT /1 O 15,THE CONTRACTOR IS HEREBY NOTIFIED THAT.SINCE FILLING AND RUSHING WILL BE DONE T14R000H A A TEMPORARY SETTLING BASIN. ADA NOTES Q CROSS-CONNECTION CONTROL DEWII,1p.W VELOCITY R01Y5 MAY BE ENCOUNTERED THEREFOR£.E\EA) ATTEMPT 11.WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED,FAST GERMINATING GRASSES SHALL SHALL DE MADE TO KEEP THE TnPf CLEAN DURING INSTALLATION.THIS MAY INCLUDE SWABBING THE PIPE YAM BE APPLIED AT AN APPROXIMATE RATE OF 120 LBS PER ACRE. THE FOLLOWING NOTES SHALL APPLY TO HARDSCAPE FACILITIES WITHIN THE PUBLIC RIGHT-OF-WAY. 0 W c CHLORINATED WATER. PROPOSED ASPHALT 0 12.WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED,IT SHALL BE APPLIED AT A z N NO THE CONTRACTOR SHALL PERFORM TEMPORARY REOUIR SOB EROSION AND SEGMENTATION CONTROL DUST CONTROL, MINIMUM THICKNESS OF 3 INCHES.OR 3,000 POUNDS PER ACRE. 1.UNLESS OTHERWISE SPECIFIED ON THE PUNS,OR DIRECTED BY THE CITY ENGINEER,CROSS SLOPES OF $ NOISE CONTROL,AND TRAFFIC CONTROL AS REWIRED BY THE CITY OR OTHER APPLICABLE AGENCIES. SIDEWALKS SHALL BE NOMINAL 1.Sx CROSS SLOPES SHALL NOT BE LESS THAN 1x NOR EXCEED 2% -55- SANITARY SEWER LINE ,., 17.CUTTING AND PATCHING OF ROAD WAYS SHALL CONFORM TO THE REQUIREMENTS ON THE RIGHT-OF-WAY PERMIT STOCKPILE.13.SOIL STABIILIZATION BY GROUND COVER BPS SHALLROCS.CUR SLAT THE END FEN ACTIVELY K EACH WORK DING NTH THE AY. 2.MAXIMUM SLOPES SHOWN ON THE PANS REPRESENT THE MAXIMUM ALLOWABLE SLOPES PERMITTED BY ---OUP- OVERHEAD-SD- STORM DRAJ ERSEWER Nu ENE �/ Z OF THE CITY OR OTHER APPLICABLE AGENCY. •/ CURRENT ADA REQUIREMENTS. THE CONTRACTOR SHALL TAKE INTO CONSIDERATION CONSTRUCTION -UOP- UNDERGROUND POWER LINE 1B.INSTALL MEGA-LUGS AND THRUST BLOCKING ON ALL BENDS. 14.STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION TOLERANCES WHEN PLACING SIDEWALKS TO INSURE MAXIMUM SLOPES ARE NOT EXCEEDED. -UT- UNDERGROUND T.V.CABLE a E AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO -C- GAS LINE Z INSURE THAT ALL PAVED AREAS ARE KEPT LEAN FOR THE DURATION OF THE PROJECT. U J.COMPLETED SIDEWALKS OR OTHER HARDSCAPE F117AEN75 THAT EXCEED MAXIMUM SPECIFIED SLOPES OR -7- UNDERGROUND TELEPHHONE LINE _ N ESTIMATED GRADING QUANTITIES _ 15.MAINTENANCE AND REPAIR OF TESC FACILITIES AND STHUCTURES SHALL BE CONDUCTED IMMEDIATELY ARE LESS THAN MINIMUM SPECIFIED SLOPES SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR AT -X- FENRE J Y CUP 53 Cu YDS UPON RECOGNITION OF A PROBLEM OR WHEN THE TESC MEASURES BECOME DAMAGED. THE CONTRACTOR'S EXPENSE FILL CU.YTS. 16.UPON COMPLETION OF THE PROJECT.ALL BMP'S SHALL BE REMOVED FROM THE SITE AND RIGHT OF m WAY. IF BMP'S ARE REQUIRED TO REMAIN IN PLACE FOR FURTHER PROTECTION.ARRANGEMENTS FOR Q m QUANTITIES OF CUT AND FILL ARE APPROXIMATE AND ARE FOR THE PURPOSE OF REMOVAL SHALL BE MADE WITH THE CITY INSPECTOR. OBTAINING A GRADING PERMIT.THEY ARE NOT INTENDED TO BE USED FOR CONSTRUCTION DRONING APPROVAL CONTRACTUAL PURPOSES. 17.ALL INFILTRATION FACIUTES SHALL BE PROTECTED FROM ALL COMPACTION BY CONSTRUCTION _ EQUIPMENT. n QUANTITIES CALCULATED BY AUTODESK LAND DESKTOP COMPOSITE METHOD. Y5. FILL MATERIAL WILL BE COMPOSED OF NAIVE MATERIAL AND IMPORTED STRUCTURAL /lOS FYAN.4LtY.Wf B7JYA`7l�P,4W MFWN➢ m FILL CRUSHED ROCK,CONCRETE AND ASPHALT WILL BE IMPORTED AND PLACED ADF A4'[LrgIVVT Ov oa tbNR AQ'r �i ON-SITE FOR THE CONSTRUCTION OF THE PAVED AREAS. ORGANIC MATERIAL MAY BE !r. 20110017 IMPORTED FOR CONSTRUCTION OF THE RAIN GARDENS r w oA1c 7 a THIS APPROVAL VAW FOR IS YOUTHS Z O F /a RUNOFF WATER t ,._� _ __ _ --__— _-- __ S GRATE N ___ _ _ _____ _ _—_— ———_ —— / N T _ 11A�11 11 I �t�� HANGER / IXINSTNGGIER �- / HANGER —_—_— __ —___———— W f E �-- _ _ (/J SEDIMENT � EXISTING ' O R i �---. 1 I 1 •%f �� G — J -- J S- ✓\.�_ .�--.+_./\ !" __l_� / i OIL ABMAR� r4 N9TERR FABRIC y� C,s� v`' `tr-�"' • - CATCH WIN Al EXISTING EXISTING I w _ _ _,- HANGER HANGERS MOM RIAL PHOTO AE I ® a N I TEMPORARY INLET PROTECTION a NOT TO SCALE N GRA ( D) ";kJ ST 20' 0 x QUARRY I 1 PAD' BE iLS\ I J c CONSTUCTION SEQUENCE �. Ni 1 I ( 1. HOLD APRE-WNSIRUCTON MEEIiNG I- I T Ir�-�-71k J I I I 12 FLAG OR FENCE CLEARING LIMTS. INSTALL INLET PROTECTION. } yY NY N-_ -I J L— J L _V 4. MADE AND INSTALL LL CONSTRUCTION ENTRANCE Y a INSTALL PERIMETER PROTECTION(SILT FENCE,BRUSH BARRIERS,ECT.) w _ } +-� I a GRADE AND STABILIZE CONSMC71ON ROAD& OTAXILANE \ �.: T I 7• CONSTRUCT SURFACE WATER CONTROLS(INTERCEPTOR DIKES.PIPE CO V) I \� SAW-CUT UTIE �^ "�/\�JIIZNI6 �f I FDR PRQECT S ECT. 4WLTAI�AUSlY NTH QFA(6VG AND,fiIAWNC 2 nvnu.�� 1. Or Y t"r'r`U MAINTAIN FR09011 OONRt�.1s^AAIRESi OR INSTALL L�MEASURES SO Z o THAT AS INE Siff:OONDITONS t7RANGE THE EROSION AND SEOwEIT 0 - INLET PROTECTION ON f L� /'�., CGNIIIOL IS ALWAYS IN ACCORDANCE wTH TLE o&ARTIFNT or IX.STORM STRUCTURE f { - I MA mMIF�ACII�S�REO�paIF/RDA71pN&__�'���TRI 5: w B. INFILTRATION FACTUT1ES MALL BE CONSTRUCTED AT TINE LATEST STAGE •///\ (� POSSIBLE TO LIUIT THE AMOUNT OF CONSTRUCTION TRAFTIC IunACT TO o V I E FACILITIES. V V I I11 EXISTING ME- + •,4' 2+ EXISTING I 1G SEE OR SOD ANY AREAS TO REMAIN UNMDRXIEDD FOR MORE TIRAN W + .+ + DAYS v U v- HANGER ^+.t4 2_n .t•,n^ ` HANGER 11.UPON COMPLETION W THE PlIQ[Cr,STABILIZE ALL OSTIRIIL71 AREAS >' AND FSI]ID1E SUP~IF APPROPRIATE O n N m -- Z p • 12 CONTRACTOR SHALL ENSURE THE LOAMY SANG IN THE INFILTRATION � w DAS115 15 A MINIMUM OF 1B'DEEP. IRS WAY Fr-Q';RE SEPARATION •" OF SO.S DURING CONSTRUCTION OF T4pmsunyl Tnriic ql- y N (O 2 90 O •30 60 — In On /N FEET o N N p Y -(}' (J(J� \\� 1�((��` IMPERVIOUS AREA: X3j c� I r I i Exl;2lldsi� PROPOSED: it ENTRANCES 25.142 S.F. 24.717 S.F. y w I TAXILANE L BUILDINGS 26.393 S.F. 43.469 S.F. I - - - - - - - - - - - - - I 1 I TOTAL 51.535 S.F. 66.186 S.F. P 1 ----------------------------- -- �. III I I Z I I ---------------'— n I i-I I I I ( III' 1 I PERVIOUS AREA: I_j L. GRASS 26.419 S.F. z I t TO BE r I 5 I I I 25 25' 5' SPALL ( ) 1 I 1I W F I o II p�� EXISTING CONDITIONS � II I i+I-I�F +fj I I 1. SEE SURVEY NOTES FOR SOURCE OF DOSRNG DATA IIIp I I CV I I EXISTING HANGER B (TO BE REMOVED) 1 I ` I I� I I Z I 13,200 S.F. OJ a— I Q - ----I I I = d Of la - - - - - - - - - - - -L �, vo ao T n a O \ I v a Q N --- - ---------------------------- - - ------ ---------- -- - -� Z W p a < E Y Q J E N N CONSTRUCTION DRAWING APPROVAL N y INSRANSW7ANSIA VAYliE11rD ov r w mrrr.LTV A/Y%VN'D .. rrx me ml[vaz«s rr m R" ply c gkw 20110017 y q TARE TINS APPROVAL VAUO rm 19 mmws a 3 of 7 ----------------------------------------- F- T—————————- I ----- ----------------- --- - �._�.-f--�•- - .-� -- Tyr,—r- --------- --- :- J.- l" :•.i _ ::;,:• 1 _:� " J ' � ' PILTFR;4 M TR ✓ 12 CONC. SD i r (>21 X 302 N N I. r,.:•::.::::• '\--,a, E '•=':':`;::. �t: i - :, , I l� m 1 : :.� l :'1 � 1::'.:':.:..,:•:::;.I l'. '-1 -�.!':".•::.'.-� 1:•,•:�:';;.';I..,;.1 I I c N W I� :"1- t • 1- •'..1 ' �1 ��1 I ---:1 1 ,,•.I 1".. :ll - I �,�-1 1 ':1' - I': ::1. . 1 .:� - 1 •:i '.1 !:•: 1 F I- .�1 t �: 1 I Il: �:., ':.1 1 !1 r�". ':, Y. :-:I I' -''1 1' I I � ••°' 1 I W O yv 1 t R INFILTRATION4' ROOF DRAIN TRENCH PROPO-ED HANGER A ("ICA) l 1 �1,,149 S.F, ' j , `FF E K-130.0 - 1 I I ::'-:•:- / CONNECT I�anJDRNN \\ 4' TO lx. �/n GPo1DADjuSr�RIA1 TE At�i•A TO D(ISIING pRAR1AGE SYSTEM `-Vtr�SYSTEM APPROXIMATE AR OF )a Ise EXISTING D T s SMTM I •:�,�\- _ --. -. — — - �. .f-1.:,::.::�-J.�.,�.. - I -,F,....�-�T 1 - it -1 � CI -,�'.- I., _1 L__ �'T:•!:•:J�-':.�t 1•::•_:'�:;_ ——JI'::':.:_'.•_:;.::•'.: I •'>::;:•. r':;.` .I\ :.'1 / ::�'.:'.'7 I • Y Y Y ,... - r:]:.�'..:, -►.mot.:-.�:.::. L::i:.::......:..1 1-. - �-) l .::1 - - :_�:�::�:-:��:��: - �_- 12- D,1. SD'=•% 12`NDFE SO � _ i C ♦ .U�•,t;•,:=,,{.?'• ,1 ( _ .:' sn.-----'-�- _ram--�---'�;�- .�. :1?':�:.Y_ .�. •i:•:•-::.�.._,.::�,!�: ,, .':::' -' . S �7 (� O TAXILANE L1.------------------------------------------------------- -------<2 ---`-----1�-------------------------J z r'x 0 V) 20 O 70 40 w 12 w w SCALE/N FEET 0 0 i 0 0 0 T ---Erb--- L � --�J----�� ---� _ --- _�- ---- -�--- J--- —�a� --- � -r z'7 TAXILANE .•: CLEIVNOUf I o I 4'ROOF DRAINl (IYPIW) I Z n N o I _ ) - w _ Z r � 1 ----- '—--•;-r.=:-:-=-'-ter__�, • ••_.,�— �' �:r,�-- •_ I k' W 1'' r;l, 1 'i"� i 1 1 ,1 : .2 Xa2 X 131$ 1Nf1+4"TRA`TIO(J EI}JGH. : ':•:1 r...:_.:.`-'::•1 1::': :::'.:.::1 1;:•.`...''':"�'�•: (7 I ,_; r 1'.-...,,�,-.,.-••I 1..",: . �:1 ; � � I,"--; '•:'1 r:- . .1;:-,1 1 '•l.a' ♦C;1:::::;::;;�:{1 ,•.a•::.::.::.::.1 1::=:.-:::,:•:_: :� ' ? Y: ":I f 1 I1 ��,{vp' r r.. '.1 ::1 1.•::.:: ;:I ' 1:::•::::::'::::1 ' f:•;c.}}i.';'f.:) ' I 4a '�i • • • • 1'::::�:;.':;}":':1• • 1. - '•'I . • I �''1 � r �.I:"..'�.� -.'1 , I,.�.':-:I • 1 ':1• tr:::.':.':..':�:':'I • :'1 1 � �•� •1' I 1 I L ��- r �- � • � - I {� I g�! o L_--- PRO SED HANGS I i rfi I Qa0 E I r: .320 S.F. ROOF DRAIN 4,ROOF N I I � (>rnlaa) (r/PICAU j' I N y. i _ 'I I • • • L • L:I?:: :'•':::{1 , • 1 :r.:l • y. --. � • I '.� , 'I :'•:1 ' I '�'1 ' I•{,:•...;a.-'.;: . 1. al t 1 ! ;. I iNvy, O I_ -� • I • . . . •1:::: :'::::I . I :=. N . I':. ="I ' ( ..':1 ' 1 -` ' r ":.::1 , :I ♦ �;.':':.';: • "') ♦ ♦ I' It 1 t t t • t 1'i }.',:::1'.':� ♦ • . . 1. ,I ::1 , ♦ 1 ;I P:. J n �- .._, • F ♦ . . •,'•�: '�'•'.1 , 1 'J ♦ .::1 . , 1. ::•1 ♦ L .:1 . � ":'Lt1 1, I 1 I Q � W�ryry z I r. •.1 1 - �f::17;:.:.,..•.1 . L•. r'I L • t V - 'Vi r I J I Z o L TAXILANE �I� D Q I Q -------------- ----•------------ BASIN DIMENSIONS: -------------------------------------------------ram -�--J Q 0 � FLIER FABRIC w/LOM BASINS* A NORTH B WEST BEAST LENGTH 1s 2a 14 old VARIES 3' VARIES* 3' 5- w WIDTH 14 14 14 -9'. Z V C 15 100-YR 3.0' 2.75' 2.7' \\ �i /w/�/ O Z a E /� /\ ApGREGHE iL C, i — VARIES —3'— VARIES 3'——5' VARIES 20' VARIES / ItAC1OLL Z Q Y Ir < J E N 3.5' HQIE: SLOPE WII}IIN 5' ��5� - FE7ff. U �✓ UI '� 2' OF TAXILANES SHALL BE `;Ls% ' � Q 1B'LOW SAND NO tLTiF/dER THAN 21L ,•3 I N to ELEV C 128. `�- N y 4YVI,-PERF GEOTDMLE 3.5• TB'LOAMY PAID 2-, Cl. S\A / ,�� CONSTRUCTION DRAINING APPROVAL 1/2 64�22 /. ///T// /} o m GRAVEL FOR DRYWELLS Nog: SLOPE WITHIN 5' 2' CSTC FOOT PLATE nas•a.•v sivr.ws®YAT[lD Mp.wLpim `m HANGER ENTRANCE DETAIL A%PAl d PER WSDOT 9-03.12(5) 1B' SAND OF TAMANES SMALL eE _ _ NtD'A0�6'OVACWIG'AQ! r�01'�QO.17 w INFILTRATION W/ERENCFI DETAIL NO GREATER THANN.T.S. OBSERVATION WELL DETAIL n> N.T.S. INFILTRATION W/O TRENCH DETAIL N' �O"'•'� L - N.T.S. HIM INSTALL 0 OBSEAVARON W RENCH LENGTHLs EVERY uAre nus,v—L YAm rm to L� MS DEML 4 OF 7 a 1� N m ————————————————————————————————— —— —.—————————————————————————————————————�— ———————————————— a a m TAXILANE I ,; - _ _ - - --- -----z--- r_-- ---r_- - -� r-- ---� r-- -% _ I 'I _ 1 '1 . .1'•. 1 - 1 1 _ 1 'I - I t - l -.1 _ 1 '.,1 - 1 :.'.i _ I I V V) z� f '..-�1 I :� I••'.._..,r..•.{.:...� t �..1 -1 :.. _._..1 �.., I _� I ' -)I -I -:-,.'.1 I a �-: 171111111711111111111 I :':� ❑ I 1 � 1 I .� �� 1. '..1 I -7 I :' _.--..` I .'1 I -- 1 1 .! _:I t '..1 1 _. .1 I -. I I � �� t - : I I ". --�.I 1• •';l I 'I 1. ' l _-�.;1 I '•I 1 '�' 1 t t '.1 P-. I -..-� - 1 - - 1 -1 1 .. -1. . It ..tl. I �_ 1. 1.... -tl I -'•'.1' - 1 ..-) - I..-'. .'I - • 1 ,!:�� ' - 1 + 1 I '.� I ( ,y +fi Op, I 1 I 1 I I '. F:•.•:'.•...:!.,'1 t 1 .; 1 '-'.1 1 t 1 I :1 f 1 t 1 I ,� r.. J PROPOSED HANGER A - I- 21,149 S.F. FF ELEV-=130.0 Ir 1 • - - I m x x x Ir • _ �- I • - . I N VJ V1 � � It t _ _ _ 1;.•..... -t1 _ L.. , - 1 •.:, _�:�:-;::'•:`•:�:�::' i 1t`' .i _ .i :::i _ � )i .i:; :'i .i '_'r I I ' � lt�'}:•.• .. C-1 1.}'. -- a { --:�')� --1 I;'!-.:•;;:,,-••.•'.-.•J1 F�' -'1 I -1 1 • _ .�I ` 1 "I I }g I �.\ i is t'r•:'�'.:':�,.,r� ;.__..•.;,,',:.:.;�.,.:.�1t, i �;:':::::'.::,::':_;.-1 S _ -.1 1 .'.-'.'.t f - -.., 1. �1- 1 :. -:I I - U) 1 '., 1 ' .1 -1-':•'.•- L-1 1 ':•'•1 '1.�.- .y - -.-:, I '.1 -1. , -I .I I Z L.ti.•;:•,:::,1 1.:• - •-•-:••1 li:•.:{•'-;::•:.;:+ I ::'I r.-.-..•;.•:,.:.i _1 _ ] G.�,:.•.�� •t t:•. :1 1 .:•1 I � - _ ,:. .: ) 1 1�-r_.. ,..1 ��-4'r:'.t-.- .j.•�---1 1 � ',:;:,-ri1,—�1t !z_r ,.t•.. ,1 ••: - 1—. , •... - _ -- - --.y-r.-�. -�--may.-- a-:�.F+- -1�r:r�•�y 1••.r.�'.��:.}r- �}. ••,t;:..�-,p - 1., r• -'ri -t•�..' -4 :Fr-:-��•,•..yi.r....:.} __��.- �,r,..• - -t' _ tn !� ` �.�- -- --- - - --J. '.L-r-s_--.J': '.l.- --1.' '.L- -��J.• .L��_��1 .,L-..�__..� Lam__--��' 'L-- - •-i'.� .L-- - --�'. ,tom-- - - - I S Z -- - --- - - -- - - - - W Z _ W W I I r IE(5)S RI 120.3 (8,'2 PVC) RIM-129.5 43 LF. 6'SS O 3.OX 0 00 1 MONRORING MANHOLE I I EX. 55MH RIM=,29.93 I � � � TAXILANE mrca5Nizo=c iIIIIIiIIII I--�-'-'1'I'IjI1`�rIi�3-�?�-.,II'�II1�::__.•...` •..----.•--•••-----•. -•••--�.• 1lr�f-;:'::: ' �..=• ..i-.-;-."t11I�1-•.•-i e.---• -•.•T-'.I't1'r�t-�--:-•..-�:• ^' ;�.•:-":.:�,.;L,.1•')1_-i-.••----T•-----,1•. I1I''I(--• --..'-�:r1�I'11i—•ti I-` - .•.---.T-I'�-r1i11;:':}•:-:�:.:r:.•-:•.';-.:_f:r-:::'':•.=�•:.::.�.``r1II---r-•———•••1rtr11I:—=-_...:••;`—:-^',-.r.'-'.:--..::d1t111II--•--.••---�1ti11PI:':.:..;:`:.•:.,::;:,.•-::_:-.•.•'•-r:.::.�.7.1 Ij1'!- .••�--•-[1I11II .;''.j'•,:'.:T:'?•�::.;.a.J 1(f�•••-IE-(W--)•=�-120:�;•.-.115 9:(.•8.•. PVC)':.':•,�1IIIII'-•—••. .-:-C1I11111.-•...�.'�-- :'.;:�.iIt11)-::�..A11P2-P11••R.6O-3X(6I-••E'• •.��-�::;;,1I .,. (BORE R"tE'.U�••�N'.'D:E-ct�1I1R- A'1II-i1ir1 S:'.:`P-..H-NL-T)1 IIIIIIIIIII III i-lJ®OOIIl�II 1z1111+I----E- -P-1w966e})••'==GTG11E.11.VVEo—.. -7(((F2F-FL LL)x�( dMe-J•JJ)) PVC) -v c) Iu IE(E)=120.49 (b" PVC) ) (b" PVC)253 (620,24 - I ZpULQC�7 1 No N t mL! SS yL - JQ �------------ C. ------------- - -----------------L--------L------------- -- -r- 20 0 20 40 SCALE/N FEET WATER COSTRUCTION NOTES 1 - 5/5' WATER METERZ=r R ; 2• 6 (MJFL)e - 8V (�MJJ)z TAXILANE FIRE HYDRANT ASSEMBLY i 6•X 6• REDUCER(FL) I THRUST BLOCK 5 AP J) THREAD LE TEM m QZ4OCOL Z Ja'PROPOSED HANGER B 22,320 S.F. 0 FF ELEV.=130.5 HN 0- =3Yco$ NE IIIiI -_.1I1\•Wp; 1III . ... •--..• --•-—•.• -.-- •., —.-_J,I'11II__.�-- ._-iIIII_• •••- . 11fl-. - -:.:.1hjNP-. . •. �.II�II-:.-:. _ .j1II1I '• , j1II - _ _ __ -I1I1II--�---••-11I1II ----11IIIi,am , -,III1II: - :'1II11I ••• �• �-11t11f -'':.:J:-.11I1I , .•t f1fIII :.:�.1;'II• ••• d•t111It.'-.- -.�:...':,l,,1�L111 •.• .4•- ... .- ... {II1' i,yyI� iU _� I0 f QZ 2 %� L_-_- ----J - ------ _ -- --_-_- L .. QI 3Z TAXILANE 3 6 Q/ILy 2 I Q Ir - ArWAIW -- -------- ---- 475 LF�8'D.I. WATER MAIN------ ------------------ I CONSTRUCTION DRAVANG APPROVAL N y l ——————— m Br. 20110017 rnr ay.- IT, 0 � µ�.�.�•I.YPpS 5 of 7 a 11H----,,, N 3-1//4'R.O N11NVd0 m STD.DITTY LUCK a 4O'MPIVHOLE I:G1AllFD RUM&sm iNMO 0Ot 4'.'n IF TIE 14 NO NOTE LDCHUONS IF REWIRED BIN'CITY lam 11 P.E THIN CHANNELANN' AMYABA7>110r,'eM Elgcwir ,. TYPE ^ u o PPE TTpE Oncl TAP MR= F 8•MIN OWIDERS /l- B"M1YN OMOQlS SEE NOTE• 4-t'PtOkOfR INOR 3 IR"IC IT 1 TRIP LTOLE P U ry b BR0IKAWAY BOLTS NLLK OOX COI [•DASM3,lID 1 y[1:NDfE 6-1� •fA PPE TO 111 LLDE p!OtpTEp N OERATNC RODY 3 I AN3 0'OR [AP COUPLING SIDE SU.1'ER (F \1 SICE 5ENEM ftCl CT MJ " ONE SEE LARGER CLASS 4000 4O[Lm'BEWeR' CONCRETE PAD rEAnZO TEE DR ,'.ONs-2.1 : - � •SO SEE NOTE a LlNDIN VARIES(24-IN4) TAPPING TEE(FL) SLOP" PAG40 V V n •, ! f 2.� 9URTAOE WAI L1C RETAINFA 1 SR NDIE ID 4: ! :VR,.UT UNPAVED AREAS �MECHANEY.END a,lPE PLVO.MAIN CRANHEL ELEVATION mm ru), SN14101 RODSCN[FC TYPE SEE NOTE O tN06rt1RR/A u'10-4•UN /'CEMENT LINED NP B'RESILIENT SEAT GATE AE/W OTE 7N11m JONTIXI ATINNIOD EDLALMHND D D e0.S1[D ROCK SGL NDIi 7 BUILT UP CONCRETE D D Nam& 1-1/2'MMus N91T"�AiD MA113iTA1� OI/NhTL Mla� I. Ifr6•.wrs AN ALL MAJNI SHALL COWUM TO AW41A SNNDMIDS AND elk BE OF STANDARD m IA UNUFACTUM(MOH M RE.YTAW 04 AUCLLER SUPER CENTURION 230 ONLY). W ''1�DI CE SADDLE W/DOUBLE FEANLESS STEEL SITFP DR DIRECT TAP CC THTEAD CDRP SEE IMBUE PAV®AREAS I I 2-THE CENTER DF THE HYDRANT SHALL BE 3'FROM FACE or CURB.P 11,14E 11 NO CURB.TIS CEDER LY HYOWVIT SHALL BE 3'FROM RIGHT-0E-WAY AND A MIRMW OF Y FROM TNAf7ED LANE, Q 1.BALL VALVE CORPORATE STOP DC X COMPRESSDN 6TTH KEY FACING UP,MUELLER OR FORD ONLY. } Od7s E-� 3. ONE 3•TO 4-1/2•PWY PORT W/N.S.T.AM OWE ABAPIER ASSEMBLY.PUMPER PORT TO EE FACING Qj 1'IOW.CIS CIA19 7A0 HNCN gIfX:E PIPE p(1D000 P51 RLTND)WIM STOINrT�4R(L 311 FFENER ANO m f/1 N Z: sTi0E1 OR ROMARA1 FOR THE FIRE ENGINE ACCLSL 10 CADGE COATED COPPER TRACER IM YWP['ED AROUND THE PIPE AND AUTAZIBD ON B01H END& Y Y Y 4. TWO 2-1/2'HOSE FORTS W/N3.T.AND 1-1/4'DPERATINO NUTS © MR e/D-X3/N-MOM A,•CO MCRLSSIRI AMBLE METER HALL VALVE R D/6'METER 13 RCDMICO. FOR - iZrl CAST LOUQNG RING AND OD1fE]t D. PROJICE LVAPn POSTS FOR VEHICULAR TRAFFIC PROTECTION IF REQUIRED BY CITY ENGINEER PER ETD, LOCKARLL I'MVII[IL 0.1'COMPRLYSION NatC NCi[R BALL VALVE c t-FALTER IS REQUIRED.BAIL Mlyp ARE IETNL W-a70. QLYMPK MIG25 DR APPROVED EQUAL O6 METER SHALL BE ITVSTALLm BT CTTf UTIUTIES DMSION AT ONNFR'S EKPENSE. 52_. 0, INSTALLSXY44'CONCRETEPAD(1000 PBQ AADUHO NroRANT IN UN WIED AREAS IR•CL1)OGND PUFRCR ITNM cq IJOI,T SURROUND NTOIAW W/NIL DPiN OF CONOWT[MAD WH 1/4-AM MIRNL QH METER BOX GALL BE MIDsfATEs RA6•nos 1324-12 W/SDUD DI UD WRH 1 3/4'HDLE FOR TOUGH SEMPE PLACING CONCRETE. RE40 PAD CM4 _ NOTE: 7. HYDgWI REIE TO BE 6'CEACNT LINED OtHRNE IRON PIPE CLASS 52 WITH REITRAAm AoMS(MEOALUC Q 3/d"A 3/A'YCTE715 RED ARE A Si4'ANO E MLIfR C N C COUPUHr X O/0' METiR NTM A 3/4"MITT Q N OR MPR04LO EOIPL?IR7IANR RUN LOYO[R THAN 50 FEET SHALL BE 9•DR,DR LARGER x 1'COMPRESSION NSAPIO. I'METER REQUIRES A 1•ANGLE.M17[R CHECK COUPLING•I"METER, � O f Y ,. CIFAY-W[PPE NO FRI NCS SHALL BE THE$Wi MARRN.AS TF SEVEN NA B. -747 GALV.SHAMLE RODS WITH THE EYE BDLT$AT BOTH ENDS REQUIRED FROM VALVE TO HNBRNI Q 1'CDNPRE55ON•FIPf AOI a T411H 1'PIASNC PLUG, I 1 A MgMR EL sRIL,OR SrRApO TEL 6 EOl ACC[YtAOU[. r nn MDISWT3 SMALL DE PARTIED MINT TWO C0.4TU of HIGH GROSS IMUN.'M[NT TELLDYA'RUST-011O1N' IV EXTEN0 KRACE IMPE 10'RM14D PROPERTY UNE AND AN ADDMON41 5'BEYOND EASEMENT LINE. 5 N H H S SEWER STUB WALL HE EXTENDED 1O BEYDNO PROPERTY LINE AND 5'BEYOND UTILITY EASEMENTS TO TYPE FAINT. f�1 PL MPREVENT DAMAGE TO CLEAN-OUT AND MIN IZE COIF'UCIS MMTR—ER UTILITIES W N SERVICE TD AY METER UB4GIH BUNK SKIS. W W DN N3 IS AI TWOS 10.INSTALL 20a4W CONCRETE PAD(3000 PS9 AROUND VALVE BOX AND 48'x4B'44'FOR WLTIPLE VALVE (ifw 4e•TYPE 1 DR I SENIOR MNNOLE "n IN UNPpBO AREA f O U O O m1Y1)mN Q I/JRIS l0O GF1ReLn HTOI T ♦r l�lRl_►M 71lLI!R000 GTLMNAC 0[MIL_ L�VF '� NOI{II'®l M/GREY Re0 RDDOO[[1AA NRW fl®Il DT Pm,,..ITOIff RAA6Ll0{[1.AL F F F STANDARD DETAIL RU1iIA v"A••• STANDARD DETATI NVIOfAY•'/� STANDARD DETAILS Nuww STANDARD DETAILS NU.- OPINION!xANHOLs SS-13D ®• r BEwsx cLEAxavT SS-080 5/9" W s/a' a [• FIRE avoneNr AseET�Lr 1Y—DLO �• ns(DENTUL IFATEH SHIMCH w-040 } PRO l�O !< O• T'1 N _ m Z o LU LAl FNAL JOINT MUST BE 8AM-CVT OR Uhl 'IBA ASF5AL1 f Q \\\L1J J[ sSS1L1`�_�]PA] ¢.A RESTDRAIION PER S4OGV1(TI'P.) 0 _N_ N F UNDSM1AAED - i REgUIREO PAIFMEM IU1M 1+f SG p IXI511NC ASPHALT �+.a R/fU USE PERMS V CONCRETE 11' GRVRV�O ti AS MYEC6IED(SEE SURFACE Z s+ x AS SHEE p6RNLL URFAC PAVEMENT H- I X1K ar. AFDC ND1E 3) q CC110MLT - 4 PIPE EXISTING ASPHALT MOM OVER CEMENT 0MQW E U 1 IpdL�OLf� f LT �rur Cff095 CROSS WITH PLUG 'A saMPAcrED TRL]NCN 1111E(TIP.) n Q•�p�• 1� BIDKFILL(EE NDTE 1) NVAT NINO EyNNL/D[!C ww REPNQAANI fMT[N iD BE I. :-•A• 4 COMPACTED [C LMT-iltt THICKER THAN PREVIOUSLY EXISTED ' GRNVUIL BACKFlLL / PPE BEDNNC MINE 1/4'SIFIl {[ :TRUST A L (SEE 14DTES 2) 9 Z [wCRE ASPHCT� fY for PRATE J BID DETAIL BLOCKING PER g CONCRETE , I No.MTeO PLUMEDTff HORLKWALREND f `.' wOMCNI�c Aio wo"IEN PIPE oa+Id _ EXISTNG AWHAI CONCRETE OVER PREIMED GRADE � � (� J o , IIRECim.(SURE VIE V w•T• / WTI to PI UNREST -to IRE MIA NHl% to 1K NEASURED OF tETpF{E/R�r[1DTFa}NLFarca e ROI1TFF— < BInBR HFEET M r. � UNPAVEL`Af<FA PRV®FiiErA � (0, W THICA�R 1NPN PREU�OUl EXISTED SgIIARE FEET Z aXUb. If WST-�, U�, '• BIDER 4A +} IIOR4 Q OF PIPE AUO 3 / PIPE A CAP THRUST I—UW DETAIL = 0 Z U CONCRETELEYEM� _T. T� CH BHGKRLL SHALL BE: U J �Om 3 .' WF TRUST BLOCK AREA PI SQUARE FEET(SU STD DETAIL ND W-155) NOTES: 1 NEED MLSN CRIAAAAR IVCLML AS APPRO,LO BY tdCAL AGENCY,OB PEI MSDOT U '?^' sIL Do T „ ,ITe DwPAm sAxo mrARr IANP•AN-1 I. LOC4TOK AND SINE OF RACO/C FOR WE LANCER THAN 12'DIAMETER AND FOR SOL TYPES R'Q3•D(3) OR CUT,OR 6/0'URAJS GRY.HED DU.YAOND,OR APPROVED AMC MTTFRML �_ [L V ur�ctc c NCO A AT em W 4R ffiC 1 4 6'QO H G6RRFNT TwIl 546"SHALL BE DETERWR_D BT THE CITY ENGDIEER CDY O TO NZ DF M4VMUM OixiTr, 7 EXISTING(T3'IEM OON.ItETE OVER ry RR�jCRILD Rf11RLi OCNp TEE L OR ny0 u 1/Y TEE W 04 M1Yd 6 OY T OPIO TO: K RYO 0 Cam/." 2 AIL EMOGAWD FM NDRTLO.VLAL I1RM:Ci/WllftU UN PUt2 STILL fNU1t F 051 UIOOTUmmu MAINE r UNP/NCD AREA:SO.ECTID UI-UTAR NA71I WRN WWINUM NMWGDN OF O'MR � O ` Glll NhO OR Lt.MATERIAL C011P/L7(O 7lT 971 1NY 4LV D�NS!n. WSMT B- A5.mNPACRp TO VGA OF MAXIMUM DENOTTY. rn 3- ALL POURED THRUST BLOCKS BALL RE I& IINED AFTER A`nBM.RI 1 441. PRIESSUFE TPfPK POLL \t Yy OCCUR AFTER CONCIE'1E 14LS RGtlRD COAPRESIAE STRENI /A) /11 LL c d 1. M .M. • ( 2 GRAVEL BACKfN.L FOR PIPE iIXff BEDDIND SMALL BE SELECTED GRANULAR EMTfpNIL PER NOTES: t ' 4 ALL BLOCKING To BL COUGRCM CL 3000-I(am PD) WSIOI D-0i.r7(b),WASHED SAW,OR APPRd BE txcxxr D&vj",AL MEN {ice 5 NL000NC ACANAT FI NICS SWLL 01 AI III ANC CRTAICST FDINNC tiNWAGi Aq[A DOSS OVI o ' UAXh%Df DIMENSION OF 1-1/2'COMPACTED TO 95%OF MAI DETNSITY BY APPROVED Ko 7,ALL TRENCHES IN RDADWAY AREAS SHILL O4CKFILIID AND PATCHED Y/RX TFIIPORARY SHALL BeI 00AER OR ENCLOSE Bf[t ENDS,JOINT BOLTS OR 0w /DOLES 10 BOL15 NO ,ANY3s ILLW-TEND TOILS Ill IN�AT 1HE EIND OF EACH WAORK DM.UNLESS PERMISSION IS ORWID TO DO QIHERWSE ®IF EDOLDCY BLOCKS N4Y BE USED IN LIED STALL Be fRTAOED• OY TINE CITY ENGINEER. OF PPUFIED-IN-PLACE BLOCKING FOR 0 ALL HONO MN-BWCENO 1HRMy7 MVS SHALL Bc Cwma ON PV'L 3. EXCAVATE FOR THE PIPE BELL TO ENSURE UIJIFCflM SUPPORT FIXi THE PIPE EARTHEN. FITTINGS IN SHTDED PORTION OF TABLE 7• M161R POLPLO-NN-NFL BLNNIFFOG:ING IS REQUIRED AT A POUF OF CMIECTION ro AN EXINWC _- O RECTRWNED JOINTS MUST BE USED. MAIEi0M4 THE BIDtrNEc SI44LL IX TYSNl1.fD INNDII 10 CONH[0,1oN wGll!]CR POSSIBLE OR PS 4. UIlUViO ARLI SMALL l'f RCTIOR£0 M7H A'TOP 5014 FTTTIINZ[R AND SEC0.OR AS W 2.ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WITHIN 2 NERVES DF DIIECIED y I THE CDT IF U!$CAR SMOOTHER. JENED RE310FATV N SHALL BE DONE PER AGIO-W-WAY USE PERMIT,OR O.Q LL COMPLETION OF WORK YNITWN THE RIVOVAAY AREA. FOR NOTES SEE sill DETAIL NO W-1E9 a 1YT41DPA41 aDCAvt,If U$[D,SHALL APPRRWLO W 111E CJn'ENGINEER. a E ILL ti m LVAAn ST M Fwx FROM tl nlwf• .Rw 11plOfllR a/O0E@ 110@ _ .u+" //y�/ 7t rLNOLm MAL IrF STANDARD PLANS 51AHOARO BEN. NNrNOnR m FVHIC 1M IUNGMD DNINL 0NDA1 D fI DE N1111O !W-'D;]70 of Z Y _ STANDARD DETAILS RMTew -- x NBCR STANDARD DETAILS xA B R STANDARD DETAILS R-140 THRUST BLOCK W-16D THRUST 9TAECKPALFllENT PATCH - TV-185 _ TYPICAL T3ENCH DHl'AII. IU U N FAO O • G A do N CONSTRUCTION DRAWING APPROVAL N y ANSIYAA'.FP77/ELF ATI.V M'tQ1fv4r A•PWAS; DT IYR HF CR71P'AtM'OY ATe'CVrfA JAFI/ q ire r7 n0110017 c alr QIRhw BA : TE 11tls APPNOv&VALID FOR 1B MDYTNs 6 OF 7 a a x r E BONDCD Ta LDODN c A tli RUNWAY POW 'a e COATED ROOS LTJ+,I 11 n 19[TICAL BENDS RUNWAY W !„"',Qt H = CENTERLINE PROTECTION 3 ` � a a E � 500' — 135, o � � RANBJC6LEB j �� �gy MAX. BUILDING a ELEV. = 149.0' N w MAX. BUILDING v . HEIGHT = 19.0 EL=129.73'------------------- FINISHED eBLocK Q a i,.e'•• : cn.(AsF f a z 5DD = FLOOR=130.0' unA p BLOCK ` BUILDING A BOTTOM al �\ FUSION WED • REFTR9 MIflC1C MIA `\ _ • EYDKT'CONO U Cr BOTTOM 71)T OF ...;•K•.,• M' • '• )KLE RODS SEMNA-A BLOCK MEASURED IN as �- RUNWAY PROTECTION ZONE - BUILDING "A" HEIGHT s;• %.`• '— NOT TO SCALE 0 Trr 6Du,C6 TOE uvr.>a,r.o•an Mr a,TCN.IITa6 a 71JRBIA:NLLS RUNWAY d+KT� EoaBc wo Fe v x au TYPE A a PROTECTION oa r6Da awlg "zo.45:.. ' wiuD 6 i a.n ZONE RUNWAY CENTERLINE 24' aim Nam ,•«D kEd" ••�.��' 500' 135' m Y Y Y MN MID SI2E OF BLOCKING FOR PIPE LARGER TWIN 127 DIAMETER AND FOR SOIL TYPES WI IN + J J MAX. BUILDING DIFFERENT THAN SHOWN SHALL HE DETERMINED BF THE CITY ENGINEER. o n •.a +'' .. ,T 2 ALL BLD. FOR VERTICAL FTTNGS(POURED IN PLACE)SHALL BFAR AGAINST UNOSNA9ED NO1NE �^ 2 �C E J• •'`•' •"'TIE "- •••� ' ELEV. = 153.2' } caoluaD. w 3 he. �'"i bt :,a" MAX. BUILDING _ — m 3. ALL POD RED THRUST BLOCKS SHALL BE aWFILLED AFIER MINIMUM 1 DAY.PRESSURE TERNO BTHAIL IN.... 15 g! �! .'••' .+'! OCCUR AFTER CONCRETE HAS REACHED COMPRESSIVE STRENGTH(I'.). �V y F` S F �'�. HEIGHT = 22.7' 7.1 EL=130.5' ------------------ — FINISHED ,. AU-13LOCIONG SHALL BE CONCRETE CL,TOOT-1 (30DD p.o. c .'. Q(_ s AFTER HISFALLATON,SHACKLE Roos&TTrA,6cK SHALL BE CLEANED AND COATED WTI R COATS 300 96 ' -�- o'^ " •' •f.''� -••� FLOOR=130.$' Z �o Y OF ASP!!•LTIC W%RIRSK ROFTTON RMT=i61ZM OR APFRO.EO EOVN o ••. BUILDING B O S. BIWCNLE RODS SHALL BE RIBCN BONDED EPDXY COATED ROUND MILD STEEL.,ASM A W. ' Is F F (/! $ z z EG�7 7. PLOCSHALL N GUYERBACO OR ENS ft B LL E AGAINST THE GREBOLTS OR FITTINANDS AWINOWrr�/RU{OST.OIE.B BOLTS Tm® RUNWAY PROTECTION ZONE — BUILDING "B" HEIGHT 0 o HE AN GO.FD q!fTIGIDg Rll[AAI$JOINT B LTS OR GLANDS IRFAWKOL IOCLSS N BOL75 FOR NOTES SEE STO DETAIL NO VI-175 Alq CtNIDS 5HALL BE PRO✓OFD. U U U ' °p••^''T SrANFARD RTAII "�� c W TMA OfaW on etRTNc a� STM•OYE6 on a NOT TO SCALE .num STANDARD DETAILS NUMBER / f \M •�� STANDARD DETAILS y,Rul v VEIRTICtL THRUST BLOCK TYPE c W-175 TYPE A b TYPE B TI-170 NOTES: o N r to 1. POINTS AT RUNWAY AND BUILDING CORNERS PROVIDED BY HUEY SURVEYING ON 8.8.11. z w ^ 2. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ALL ELEVATIONS PRIOR TO CONSTRUCTION. 47, z In z yes S W o o E Q&O 2 fV M N (n r- J N Z , IN Q = O Z J 3 o LL. '^ m V h a Z °- 3 Qa Q z a N oLIB o U N /L�PLS// - � Z .J _ 11//AL..��EEEy- N N CONSTRUCTION DRAWING APPROVAL N N y A+S RAY 9K!]IHt AF7NFFiC1[A A1p.VI'RtTIfD 20110017 m a>? N OLF Enp w x GATE a Tws AFp V&VALID FEN,'.YQ4THs 7 OF 7 Ncs ties m V \� C7 N zt NYnaoNraLOMwne tio> aw zv ��£a gym_ a AY H169 3N 3AY Hl6S w 2 � � 2 mo � W � ZQ H a sAd iFl Ui •jamcic $ �? 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