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Home My WebLink About17904 59TH DR NE_BLD20120100_2026 CARRERA HANGARS LP 10138 City of Arlington 4/16/2012 Building Permit fee- 17904 59th Dr NE 6,115.54 Building Plan check fee- 17904 59th Dr NE 3,975.10 State Building Code surcharge- 17904 59th Dr NE 4.50 Traffic Mitigation fee- 17904 59th Dr NE 729.72 Business License fee- 17904 59th Dr NE 20.00 Checking -Union Ban Carrera Hangars LP- Permit#BLD20120100 10,844.86 BUILDING INSPECTION REPORT G1T Y f Permit No. 12-- D/46 Address: 'r� o Contractor: 11NGI� Owner: Date: J�IVV122_-- ------ 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 -46 D�rLcr ; Inspector: Date: 3//_ ® 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 Permit pA Permit No.811 Address: Contractor: L�fliCC�'�JQ Owner: ��lZi� Date. 7 114 3a'APPROVAL EP PARTIAL APPROVAL tj 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 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before l 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 0 Other: BUILDING INSPECTION REPORT G1�Y p� Permit No. Address: 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 57 Inspector: o Date:__7 zG /L ® Under-floor ® Framing ® Gas Piping ® Footing all, nailing ® Consultation Ell Foundation ®S ear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: 'NSPECTION REPORT • Permit No.: Z-oldo Lot#: Address: 1?47-0 41 S76 Contractor: C�4/2i2E;0" • Owner: C� Date: APPROVAL ❑ PARTIAL APPROVAL L VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. Inspector: G!.f/lf/ Date: 2S �Z.- TYP9 OF INSPECTION REQUESTED ❑ 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: BUILDING INSPECTION REPORT G1�v o� Permit No. f 2 — 0/!;O Address: /7?Oz/ 516& OZ. 2t,4 Contractor: G -/Z 4 7�t I N G' � Owner: Date: APPROVAL ® PARTIAL APPROVAL ff 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 sL� s G n efT A3 �.�G Gt�lyic D,/ /6 10o440 Inspector: aut'� Date: 5jl—/,O /Z ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid XStruct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: BUILDING INSPECTION REPORT G�cY �� Permit No. Address: z1 ;`le Contractor: G 9+<IN G`�v Owner: CAA Date: S [/2- ® 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 r � , , ;- 2i2 Inspector: 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 Gtiz Y oA Permit No. Address: 179 7�ii �.ptlNG�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 360-43"674 FOR RE-INSPECTION by 5:00 pm the day before �116 c Inspector: 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 0 Other: CITY OF ARLINGTON � 238 N.OLYMPIC AVE.-ARLINGTON,WA 98223 \�- PHONE:(360)403-3551 BUILDING PERMIT Address:1790459THDRNF ARLINGTON Permit#:BLD20120100 Parcel#:31052200300100 Valuation:$821,338.00 bNowk APPLICANT -- MENIGONTRACTOR ARLINGTON MUNICIPAL AIRPORT CARRERA PACIFIC HANGARS-HANGAR A CARRERA PACIFIC HANGARS-BUILDING A CITY OF ARLINGTON DUANE WILCOXON DUANE WILCOXON 18204 59TH DRIVE NE-HANGAR A 20288 MOUNTAIN VIEW RD NE 20288 MOUNTAIN VIEW RD NE ARLINGTON,WA 98223 DUVALL,WA 98019 DUVALL,WA 98019 Lic#:CARREHL897D8 Exp:3/28/2013 PLUMBING COMM- CI OR MpCHANIUA-L COMM U-M Lie#: Exp: Lie#: Exp JOB DESCRIPTION HANGAR A, 21,149 SQ.FT. LOT 12 PERMIT TYPE: Commercial PERMIT GROUP. Miscellaneous STORIES: 1 CONST TYPE: V-B DWELLINGUNITS: 0 OCC GROUP: U CODE: 2009 IBC OCC LOAD: N/A 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. S LES TAX N TICE: Sales tax re ' g to con r ion and construction materials in the City of Arlington must be reported on your sales tax return f m and coded ity of Arlingto 3 1. :, e Print Name Date Released B Date ARCHIVE APPLICANT ASSESSOR OTHER BLD20120100 CONDMONS 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: • Provide 2A:IOB:C portable fire extinguishers 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 from outside the city needs to have an out of city license.Per S.P.-BUSINESS LICENSE 360 403-3504. • If any archeological items are discovered during construction,the unanticipated discovery protocols will need to be followed. Per B.B.-PUBLIC WORKS 360 403-3440. • 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 otherthan a airplane storage. Per G.T.-UTILITIES 360 403-3526. • Building connecting to water/sewer-one ERU will be charged for a 5/8"meter.Fees for connection with a 5/8"meter will be $13,600.00.Per RS.-UTII ITIES 360 403-3526. , "*r PERMIT FEES Date Description Fee Amount Paid Balance Due; 3/22/2012 Traffic Mitigation(QTY.1) $729.72 $0.00 $729.72 3/27/2012 Building Permit Fee(QTY. 1) $6,115.54 $0.00 $6,115.54 3/27/2012 Building Plan Check Fee(QTY: 1) $3,975.10 $0.00 $3,975.10 3/27/2012 State Building Code Surcharge(QTY. 1) $4.50 $0.00 $4.50 3/30/2012 Business License Fee(QTY.- 1) $20.00 $0.00 $20.00 Total Due: $10,844.86 $0.00 $10,844.86 �'A1,L FOR INSPECTIONS BUILDINCIINGEWMNG/PARKS/UTII_, UN/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-Shear Nailing-Exterior • C-Ceiling Grid • C-Framing • C-Insulation/Caulk • C-SheetrockNail • C-Building Final • C-Roof Drains . C-Underfloor • C-Structural Slab CITY OF ARLINGTON BUILDING DEPARTMENT CERTIFICATE OF ',OCCUPANCY INTERNATIONAL BUILDING CODE SEC. 110 NOTE:THIS CERTIFICATE DOES NOT CERTIFY ELECTRICAL WORK At 17912 59th Dr. NE #A Building Permit Number BLD20120100 Name & Address of Owner Occupant Load Number of Stories Carrera Pacific Hangars N/A 20288 Mountain View Rd. Type of Construction/Sprinkler system required Use Duvall,WA 98019 V-B No Aircraft Self-Storage THE Cluster Hangar HAS BEEN INSPECTED AND APPROVED AS COMPLYING WITH THE 2009 EDITION OF THE INTERNATIONAL BUILDING CODE FOR GROUP U OCCUPANCY ISSUED rTyHIIS 17th DAY OF August , 2012. 4� BY 7 Kt" �/G, 6" BYwu*" FIRE OFFICIAL BUILDING OFFICIAL THIS CERTIFICATE SHALL BE POSTED IN A CONSPICUOUS PUBLIC AREA AND SHALL NOT BE REMOVED,MUTILATED OR OBSCURED AND SHALL BE MAINTAINED IN LEGIBLE CONDITION AT ALL TIMES.ANY CHANGE OF OCCUPANCY REQUIRES A NEW CERTIFICATE. :N- � t I BLD20120100 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 BUILDING PERMIT PERMIT#: BLD20120100 APPLICANT: CARRERA PACIFIC HANGARS-... STATUS: APPLIED ADDRESS: 17904 59TH DR NE,ARLINGTON BALANCE: $10,824.86 ISSUED: CREATED: 3/21/2012 SCREENS: Select Screen... L 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 c 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 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 3000 X-Airport DCARM.. 3/28/2012 0 Y N Assign Remove 3002 X-Executive SPHELPS 3/28/2012 3/22/2012 1 Y Y Assign I:cmove - https:Hcoapermits.arlington.local/PermitTrax/Module Permits/Permits-Permit/Permit-Rev... 3/28/2012 i �� , ' Permit Review Details Permit: BLD20120100 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 / �, premise isolation,if Hose Ben s are installed they must have a non removable nAVB. a V/ (_r,,"1\yy�''�•- Cross Connection requirements may change if the Hangar is used for other than a airplane 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 Building connecting to water/sewer-one ERU will be charged for a 5/8"meter. Fees for y V/ connection with a 5/8"meter will be$13,600.00. Total Time: 0 1028 Complete? Y 03/22/2012 EANDERSON 10 No comments y Total Time: 10 2000 Complete? N 03/27/2012 CYOUNG 60 OK to issue once engineering calcs.are received. y 03/28/2012 BFECHT 5 Structural calcs and wet stamp plans reed. 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 BB AKE 5 No additional comments in regards to critical areas. Always need to be aware thaE it any y archeolgical items are discovered during construction the unanticipated discovery p otocols will need to be followed I 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 Engineer. Total Time: 10 3/30/2012 12:00:03 PM Pagel of 2 1—rs , y i _� 3000 Complete? N Total Time: 0 3002 Complete? y 03/22/2012 SPHELPS /1 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: 1 3004 Complete? y 03/29/2012 TCOOPER 5 1.Provide at least(1)2a10bc rated fire extinguisher per individual storage unit. y Total Time: 5 Total Reviews: 17 Total Time: 161 O-J.4-ot S4r* es m+ 3/30/2012 12:00:03 PM Page 2 of 2 I I r K � 1 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 BE ACCOMPANIED BYA COMMERCIAL APPLICATION SUBMITTAL CHECKLIST AND AN OCCUPANT' S A TEjW,ENT OF INTENDED USE. oif A 1/i Name of Project. n ValuatiorL Project Address: V n ��a Parcel ID#: _ �J �)� 2-2-6 U 2-00 1 OO Legal Description 6,b v"' fll� Owner:l t C0 Phone Number: —� Address. �� f��`�y1Ql��d��ity State: Zip Code: Engineer: 1 n Phone Number::aoc, Cell Phone: Fax: E-mail: Address: City: State: Zip Code: General Contractor: Lt cvu Phone Number: Cell Phone: Fax: E-mail: Address: City: State: Zip Code: Contractor's License Number: Expiration: q:, �-�Contact Person: DUMOLl n Phone Number:glrj Ui X-36 0 Cell Phone: Fax: E-mail: Address: City: State: Zip Code: Proposed Scope of Wor y ce a e above in ormation is correct and that the construction on, and the occupancy and the use of the above- sc bed'pr perty will be in accordance with the laws, rules and regulation of the State of Washington. Applicants Signature Date � VEb �,k_)4 10_ MQR 2 4 201 Print Applicants Name Z OOA FOR STAFF USE ONLY �0_0 1k) Permit# Accepted By Amount Received Receipt# Date Received Web Forms—146 Page 6 of 9 7/10CJY �.� - I f �� r' 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 Project Name/Tenant 1 �'� ( l . (l� 1 l Site Address] ICAO � ��{ �(-� (,� Bldg/Unit/Suite ggaD-75 IBC Construction Type IBC Occupancy Type Description of Use fi1 f aw- � iXY fat-. Building Square Footage Number of Stories 1 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. Printed Name of Occupant/Agent s I nz ture of Occupant/Agent Date Web Forms—146 Page 7 of 9 7/10CJY i u Z i OZ/i Z/£ Odf'8V696 S£96 Stsuzioav-zuzcF-aossossV/Indlno/Oao•000us•sib//:duu v :�5gca ,::DA C-L aoaooraousa{c r• ter• ��• - OOS10►Oozzf DoWacOauso{c 0{0oc00us0{c r .,(,l+ aori0roozZsatr .s i 3o j 32led , i I Ej roE � O A z� S — y` N z V. p s F E. N N Y N N ♦ 4 ♦ Y O z = - z K y — O— O — — OO O" N t. r C C O C P p w 'L C r Y N N N N UOJVO(f N < Ov,+S'�`�� - ALID t-0641 s - L �\ OQ m C n N I I I Coptraetors or Tradespeople Printer Friendly Page Page 1 of 1 General/Specialty Contractor A business registered as a construction contractor with L81 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 23022 155Th 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 Typ Impaired Date Amount !Received Date 2 4612102105 3/28/2011 Until Bond $12,000.00 3/28/2011 Released Insurance Information 11 nsuran cej Company NamelPolicy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 2 lCo I - James River Ins 000474191 03/16/2012 03/16/2013 $1,000,000.00 03/12/2012 1 Comes River Ins 000474190 103/16/2011 03/16/2013 03/16/2012 $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:Hfortress.wa.gov/lni/bbip/Print.aspx 3/21/2012 �} a J- � V, -� N t i6A,FFIC MITIGATION FEE ESTIMATE Department of Public Works • Engineering Division City of Arlington 238 N Olympic Ave Arlington.WA 98223 • Phone(360)403 3500 • FAX(360)403 3418 Project Name: Carrera Pacific Hangars Project Loction: ort LO 2 5 Date: 1 0/1 21201 1 ITE Edition: di l Existing Use Eligible for Credit PM Peak LU Code Land Use Description Trips Unit S.F. #Units Trips 151 Mini-Warehouse Airport T-hangars 0.04352 30 1.31 Total Existing PM Peak HourTrips 1.31 Proposed Use PM Peak LU Code Land Use Description Trips Unit S.F. #Units Trips 151 Mini-Warehouse Airport T-Hangars 0.04352 40 1.74 Total New PM Peak Hour Trips 1.74 Proposed Reductions Trips LU Code Average Pass By Percentage Table No. Diverted Link Percentage Total Reduction PM Peak Hour Trips 0.10 Net New PM Peak Hour Trips Requiring Traffic Mitigation 1 0.435 City ofAdington Traffic Mitigation Fee Per PM Peak Hour Trip $3,355.00 Total Traffic Mitigation Fee $1,459.43 Prepa by: Lauruv�eter3ory Checked by: Public Works Approvals Community Development Approval: Note: The traffic mitigation cost estimate is based on the information provided at the time of the estimate. If the project information changes the traffic mitigation cost estimate needs to be updated. If SEPA is required for the project WSDOT and INC, z� C. --TT-7) 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 your submittal documents. Incomplete applications will not be accepted. ❑ One(1) City of Arlington CommerciallMulti-Family Permit Application (One permit application per building or structure is required) El One (1) City of Arlington Commercial/Multi-Family Submittal Requirements Form .mod Three(3) Site Plans One(1) 11"x 17"Site Plan — Three(3)Architectural Drawings ❑ One(1) 11 "x 17" Set of Building Elevations ❑ Three(3) Structural Drawings , �❑❑� Three(3) Structural Calculations 4, No-c /I R4—One (1) Geotechnical Engineering Reports (if applicable) �J _(1) Proj ect Specification Manuals(if applicable) One (1) NREC Code Compliance Forms - ❑ One (1) Special Inspection Requirements Forms One (1)Occupant's Statement of Intended Use Form IVY ��ff One(1) Letter of Verification of Water and Sewer Availability from City of Marysville (if applicable) Drawings shall be BOUND SEPARA TEL Y 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. *esApplica lgnature Date Web Forms—146 Page 1 of 9 7/10CJY 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 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) Washinqton 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 rninimurn 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 5 f;� .. - �, `I f t ' COM RMERCIAL APPLICATION .. CATICN SLY BMITTAL CHECKLIST Y 9 Olympic �Arlingto, WA 98223epartment Of tnPhone (60)403 355 f• - City of Arlington • 238 N 01 m rc Ave. 1 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 VVITH ALL SUBMITTALS (May be included as part of the ArchitectU ral Drawing cover Sheet) 1, Drawing shall be prepared at scale not to exceed 1"=20 feet. 2. Show building outline and all erteri or improvernents. 3. Provide property legal description a nd show property lines. 4. Provide dimensions from the props rty lines to a minimum of two building corners (or two identifiable locations for irregular plan shapes). g 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 . ❑ 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%4-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. 0Show 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 a 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 ''/,-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 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 PRIOR TO ISSUANCE OF PERMIT, THIS FORM MUST BE COMPLETED IN ITS ENTIRETYAND 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). ([:D Reinforced Concrete ([:D Bolting in Concrete ® Pre-stressed Concrete ([]I Shotcrete ([-D Structural Masonry ® Structural Steel and Welding Q3 High-Strength Bolting (CD Spray-Applied Fireproofing ® Smoke-Control Systems Q3 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 CertiScate 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 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 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 • � ,: I O CITY OF ARLINGTON 238 N.OLYMPIC AVE.-ARLINGTON,WA.98223 PHONE:(360)403-3551 PERMIT FEES/RECEIPT DATE: Tuesday, April 17, 2012 PERMIT#:BLD20120100 PROJECT ADDRESS: 17904 59TH DR NE, ARLINGTON LOCATION: APPLICANT: CARRERA PACIFIC HANGARS-HANGARA DUANE W ILCOXON 20288 MOUNTAIN VIEW RD NE DUVALL,WA 98019 (425)418-3680 IlE S UIY111i<1R1'* _ Date Description Paid Balance Due 3/22/2012 Traffic Mitigation(QTY: 1) $729.72 ($729.72) $0.00 3/27/2012 Building Permit Fee(QTY. 1) $6,115.54 ($6,115.54) $0.00 3/27/2012 Building Plan Check Fee(QTY: 1) $3,975.10 ($3,975.10) $0.00 3/27/2012 State Building Code Surcharge(QTY. 1) $4.50 ($4.50) $0.00 3/30/2012 Business License Fee(QTY:1) $20.00 ($20.00) $0.00 Total Due: $10,844.86 ($10,844.86) $0.00 *FEES ARE ESTIMATED BASED ON INFORMATION PROVIDED AT SUBMITTAL-SUBJECT TO CHANGE PAYMMT TRANSACTIONS Date Receipt t# AktliocVPayee 4/17/2012 RECO02658 Check 10138/CARRERA HANGARS/DUANE ($10,844.86) WILCOXON Building Permit Fee ($6,115.54) Building Plan Check Fee ($3,975.10) State Building Code Surcharge ($4.50) Traffic Mitigation ($729.72) Business License Fee ($20.00) ,i, I Y 1 ' ILI `11� ,-� f I i I �� Note to File On 9/17/12 Mr. Frederick from State L& I stopped in to discuss a complaint he received regarding the Hangar development out at 17904 59th Dr. —Carrera Hangars. I also received a phone message to call Kevin of OSO Plumbing regarding the same project. I was on a conference call with ICC so I was unable to speak with Mr. Frederick so he left his card for me to call him. As soon as the conference call ended I phoned Kevin and he explained that Duane Wilcoxin called him to finish plumbing his bathrooms located in the hangar. When he arrived on site to give him a bid he witnessed that the underground plumbing was already done. He gave Duane a bid to finish the plumbing and was told it was too high so Kevin called State L& I and lodged a complaint regarding plumbing work being done by unlicensed plumbers. I explained to Kevin that there wasn't a plumbing permit issued for the hangar because restrooms aren't required for T-Hangars. They are similar to self-storage units and restrooms are optional. Duane did have a detail on the plans showing a bathroom but was undecided at the time of permit because of the connection fees. The plans were noted that any plumbing would be a deferred submittal. I phoned Duane and he explained that he had the underground plumbing installed when he poured the floor and decided he wanted not one but two bathrooms. I explained to him that he would need to have a plumber pull a permit for the plumbing and he stated that's why he called OSO plumbing. I called Mr. Frederick and left a message on his cell phone. The next day I hadn't heard from him so I sent him an email explaining the issue. Mr. Frederick responded back a few days later via email and said that he would be calling me when he got the chance. On 10/9/12 1 received a call from Earl regarding Duane's water service. Earl explained that he paid for his meter but never raised the meter box so the meter couldn't be set. He has called Duane several times to inform him that the meter box needed to be raised and Duane has ignored him. The water is currently being supplied via the meter stub so Earl had the water terminated. I explained to Earl that Duane was operating under a TCO because utilities and engineering hadn't signed off on the job yet. During my final inspection there weren't any restrooms or plumbing installed so I was unsure why he needed water. Carrie stopped in at 4:30 and wondered if I knew what was going on out at Carrera's and I explained that Earl had the water turned off because of the meter box. She said that Dale was receiving calls from the tenants indicating that they needed water. Apparently there has been plumbing installed even after I phoned Duane about the issue with OSO Plumbing and L& I. M1ayBtAig9�, PAZ�� 3, Q" Marty Frederick Construction Compliance Inspector Department of Labor and Industries 425/290-1365 729 100th Street SE FAX 425/290-1399 Everett WA 98208-3727 fres235@Lni.wa.gov L&I Home Page: www.Lni.wa.gov 0 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 * B LOCATION: ARLINGTON, WA CLIENT: CARRERA PACIFIC CORPORATION JEI JOB NO.: 12-0 I - 1 I G CODE: 2009 IBC LIVE LOADS: SNOW: 25 P5F WIND: 85 MPH EXP B SEISMIC: 55= I .OG , 5,=0.3G DESIGN CATEGORY D, 5ITE CLA55 D DEAD LOADS: ROOF: 8 P5F SOIL: MAR 2 9 2012 BEARING: 2000 PSF COA LIERN l 'CEN�EFI 1�4f66 LATERAL: L/26 � �. I JARNOT ENGINEERING, INC. JOB CARRERA 1 2-01-1 1 G 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 LATERAL WIND: Values for slmpllfied method from IBC table I G09.G.2.I(1) 85 MPH EXP, B I: 0.87 Roof pitch: 4 :1 2 Mean Roof Height: 18 kZt: 1 .0 Eave height: 14.0 <= Min horiz plan dim: 43.0 k= 1 .00 2a= 9.8 p=dh[GCpf-GCpi] [ASCE7 Eck G-18, Fig G-101 q=.0025GKzKdV21= 9.G psf Kz= 0.70 [A5CE7 Table G-31 Kd= 0.85 Kd=.85 [A5CE7 Table G-41 GCpi=+/- 0. 18 [ASCE7 Flg G-5, Enclosed buildings] I : Wall windward GCpf 1 2 3 4 5 G I E 2E 3E 4E 2: Roof windward 0.52 -0.G9 -0.47 -0.42 -0.45 -0.45 0.78 -1 .07 -O.G7 -O.G2 3: Roof leeward 4:Wa l l leeward Wind pressures [Ref ASCE7 fig. G-101 5�G:51des peril 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 -L 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 V1= 7.0 4.0 13G 32 110 'L=leeward,W=wmdward 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 24.5 13G a 32 3.G4 Min 1 24.5 110 1 2.70 W I/ 3/2G/201 2 lateral-Carr--141t .i...: ':om NC3S C$SS [4"t"�rin2.kng aErvif2 �zS:r.AF�B-h32 NEsS. c._i.,oicuri�,pi:;;�345a ,+srn_ne,a..... .,� 1 11.3 iirL. .i-6CC'W M I •. JARNOT ENGINEERING, INC. JOB CARRERA 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-SD5'I'W a 0.082 W (Multiply by 0.7 for A5D) R 55: 1 .OG Pa= 1 .08 [Sete Class D] R: G.5 5M5=Fa55= 1 , 14 I: 1 .0 5D5=2/3 5M5= 0.7G Snow load: 25 psf Seismic DL= 0 [.20' 5n if 5n>30] WEIGHT: FLR I ROOF 7.5PSF(5"49)= 1 .84 Story Ht: 14 EXT WALLS GP5F'7"2(I 0)= 0.84 INT WALLS 0P5F'7.0 G)= O.G7 W= 3.3 V= 0.27 REDUNDANCY Line %Vst 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: Complies Numbered Lines: p= 1 .0 Lettered Lines: p= 1 .0 EQ 1/1 3/2G/201 2 uterai-ca,rera-14 It .�..,..... °:o n€dEBS t us''rc m"primLing scrVice :ii10-£.....:,,�_ iVE3.9, .�_....,..�.ur;i�,i•1;'Y,dA 55 vrvnsu�ws�,.�_ ?e' ._..� .c.?:::Krip JARNOT 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 LINE I (Lateral5hearwalb) 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 < 190 1/2" AB @ 48" oc 4 ve=E/L= 17 <230 WALL TYPE I A ve=E/L= 5G (GWB) < 145 5/8" GWB - 4"Spacing vw=W/L= 94 De516jn=0.7 I v= G7 <230 <= WALL TYPE I A TOTE=veH= 0.24 TOT-w=vwH= 1 .31 E: (.G-. 1 45D5) DL=(.G-. 145D5)W(Lw/2+--Lo)= 1 . 1 9 W: .G DL=.GW(Lw/2+-Lo)= 1 .45 W= 1 0*.010+. 1 2= 0.22 Lw= I G.0 Lo= 3,0 E: Uplift= -0.95 W: Uplift= -0. 14 <= OK- No Holdown5 Read LINE A (Long Direction 5hearwalb) E= 0.27 P= 1 .0 TYPE: P W= 3.G4 <= WMIN= 2.70 4ft panels V= 3G40 L= G8 H= 14 v= 54 AB: v= 54 <190 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 De5ign=0.7 I v= 38 <230 <= WALL TYPE I A TOTE=veH= 0.01S TOT-W=vwH= 0.75 E: (.G-. 145D5) DL=(.G-. 145D5)W(Lw/2+-Lo)= 1 .41 W: .G DL=.GW(Lw/2+---Lo)= 1 .72 W= 1 0*.010+. 1 2= 0.22 Lw= 20.0 Lo= 3.0 E: Uplift= -I .3G W: Uplift= -0.07 <= OK- No Holdown5 Read Short Segment 5hearwalls (<2: 1 aspect ratio for 5e15MIC loads) L h E L v h/2w vDE5 4 14 0.27 G8.0 4 1 .75 7 <230 WALL TYPE I A < 145 5/8" GWB - 4" 5pacing L I/I 3/2G/201 2 ut-1-Car--1 Oft NLI;3 CUSTC Ivi-3rintin m@rvk(C i•Si;�'_25-t�27 /VF.ii,� .:... e.,.x;irunts,Id'H 03^,nE :hinui:;-c .. ._.. g g it Rei k-i, 1a330G27u JARNOT ENGINEERING, INC. JOB CARRERA 1 2-0 1-1 1 6 P.O. Box 704 SHEET NO. S/ OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE LATff RAL WIND: Values for Simplified method from IBC table I GO9.G.2.1(1) 85 MPH EXP, 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: 49.0 X= 1 .00 2a= 9.G p=gh[GCpf-GCpi] [A5CE7 Eg G-18, Fig G-1 01 g=.0025GKzKdV21= 9.G p5f Kz= 0.70 [A5CE7 Table G-31 Kd= 0.85 Kd=.85 [A5CE7 Table G-41 GCpi=+/- 0. 18 [A5CE7 Fig G-5, Enclosed building5] I : 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 ASCE7 fig. G-101 5�G:5ide5 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 -L TO RIDGE (plf) Gable Hip HWALL HROOF Maim Corner Corner 10 p5f min Vi= G.0 G.0 48 11 120 II TO RIDGE (plf) Gable Hip Dormer Gable Hip HWALL HROOF HROOF HWALL Main Corner Corner 10 p5f min V I= 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 F Mod W 32.5 48 I I 1 .G8 Min 32.5 120 3.90 2 32.5 48 a I I I .G8 Min 32.5 120 3.90 A 24.5 97 a 23 2.GO Min 24.5 90 2.21 5 24.5 97 a 23 2.G0 Min 1 24.5 90 2.21 W 1/1 312GI201 2 Lateral-Car-ra- 2Ft at End of A .,.,.. .:-a::,NE[;5 lbS"E";�,dVi �rit�tiri4 ser siicc: 'i ?Oit.xl3Ei-:'s27 Nt-f..>In....e;cri,..r;u•a,,r!i.«';:15^ „m,v rr r,.m. "'110 _ � _ � �� I 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 SEISMIC V = 0.7"SDs"I"W = 0.0(5G W (Multiply by 0.7 for A51)) R Ss: 1 . 1 5 Fa= 1 .04 [51te Class DI R: G.5 SMs=FaSs= 1 .20 I: 1 .0 5D5=2/3 SMs= 0.80 Snow load: 25 psf Seismic DL= 0 [.20' 5n if 5n>301 WEIGHT: FLK I ROOF 7.5PSF(G5"49)= 23.89 Story Ht: 12 EXT WALLS GPSF"G"2(G5+49)= 8.21 W= 32. 1 V= 2.7G REDUNDANCY Line %Vst V Lw Perimeter Bays 1 0.50 1.38 0.0 Y 0.0 Open End Posts 2 0.50 1.38 49.0 Y 8.2 ELw= 49.0 Redundancy Check a: Min wall: 0.0 % Keductlon= 0.00 <.33 Complies Redundancy Check b: Min bays < 2 Does not comply Overall: Compiles Line %Vst V Lw Perimeter Bays A 0.50 1.38 40.5 Y G.8 B 0.50 1.38 49.0 Y 8.2 ELw= 89.5 Redundancy Check a: Min wall: 41 > h complies Redundancy Check b: Min bays >2 => Complies Numbered Lines: P= 1 .0 Lettered Lines: P= 1 .0 EQ 1/1 3/2G/201 2 Lateral-Camera-1 21t at End of A NEBS CVS*V W*pri€t Ung Scrvja, 1-P,i6fi;:...ei92: I`.'2f��,'�._......::::r:?u;:h,PJI{;:±",.., • i� i } M JARN®T 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 LINE I E= 1 .38 'G.5/1 .5= G.0 p= 1 .0 TYPE: P W= I .G8 WM1111= 3.90 <= .7`E= 4.2 V= 3900 5ee Post AnalY515 LINE 2 E= 1 .38 p= 1 .0 TYPE: P W= 1 .G8 WMIN= 3.50 <= V= 3900 L= 49 H= 12 V= 80 AB: v= 80 < 100 1/2" AB @ 48" oc ve=E/L= 28 <230 WALL TYPE I A ve=E/L= 91 (GWB) <145 5/8" GWB - 4" 5pacing vw=W/L= 80 De,51gn=O.7 I v= 57 <230 <= WALL TYPE I A TOT-E=veH= 0.34 TOT-w=vwH= 0.9G OK- No Holdown5 Req'd 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 < 100 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 TOTE=veH= 0.41 TOT-w=V0 0.77 E: (.G-. 145D5) DL=(.G-. 145D5)W(Lw/2+—Lo)= 1 .45 W: .G DL=.GW(Lw/2+—Lo)= 1 .78 W=24.5".010+.OG= 0.31 Lw= 13.5 Lo= 3.0 E: Uplift= -1 .04 W: Uplift= -1 .01 <= OK- No Holdown5 KOCId L 1/2 312GI201 2 lateral-Carrera-1 2Ft at End of A "earde:t i:;om NEBS CUM M'printinq service 3tt;-Ete&�n3 N€:11s.inc.'=�FSi�.,:-` �..i,.i w_rh MH i;345`i wv+�st»aU:co;:: Rr!i.i4o:G 1.s'i0u2rii JARN®T ENGINEERING, INC. JOB CAKRERA 1 2-0 1-1 1 6 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 LINE B 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 @ 46" oc ve=E/L= 28 <230 WALL TYPE I A vw=WIL= 53 De51gn=0.71 v= 38 <230 <= WALL TYPE I A TOT-E=v,h= 0.34 TOT_w=vwH= 0.64 E: (.6-. 145D5) DL=(.6-. 145D5 )W(Lw/2+—Lo)= 1 .45 W: .6 DL=.GW(Lw/2+—Lo)= 1 .76 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 Holdowns Read L 212 3/2G/201 2 Lateral-Gar—-1211,at End of A .--.._,..-.:om4QEBSCI:STBPPt•"�rintiags€:aviu -an0.9:?:>63.�, fdC:fs9, ,,.._...,,,.aoual:hliu ..,_, x•ore..ur;_,,._ . No:i, •� I :, 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 LATE WIND: Values for simplified method from IBC table I GO9.G.2,1(1) 85 MPH EXP. B I: 0.87 Roof pitch: 4 : 1 2 Mean Roof Height: 18 kZt: 1 .0 Eave height: 14.0 <=END OP 'B' Min horiz plan dim: 49.0 X= 1 .00 2a= 9.8 p=c[h[GCpf-GCpi] [ASCE7 Ecl G-18, Fig G-1 01 6[=.0025GKzKdV21= 9.G p5f Kz= 0.70 [ASCE7 Table G-3] Kd= 0.85 Kd=.85 [ASCE7 Table G-41 GC pi 0. 18 [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 -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 -L TO RIDGE (plf) Gable Hip HWALL HROOF Main Corner Corner 10 p5f 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 p5f min Vi= 7.0 4.0 1 3G 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 25 70 a 18 1 .9 1 Min 25 150 3.75 2 25 70 a 18 1 .91 Min 25 150 3.75 A 24.5 13G a 32 3.G4 t5, 24.5 1 10 2.70 24.5 13G a 32 3.G4 24.5 110 2.70 w 1/1 3/2G/201 2 lateral-Carrera-14ft at End of B .,.,._.....;ara NCf3i;CG5"YE Y "prinkiug Set vice, 5 8;�.....,_� N"t:�s : �_."e:e.�o:.�ounr:ldl,';3a:;- r..:i; +3-5;)2 0 N G ' �r� JARNOT ENGINEERING, INC. JOB CAKUKA 1 2-01-1 1 G P.O. Box 704 SHEET NO. n•_ 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 - 0.08G W (Multiply by 0.7 for A5D) R 55: 1 . 1 5 Fa= 1 .04 [51te-Class D] R: G.5 SMS=FaS5= 1 .20 I: 1 .0 SD5=2/3 5M5= 0.80 Snow load: 25 p5f Seismic DL= 0 [.20' 5n 1f 5n>30] WEIGHT: FLR I ROOF 7.5P5F(50"49)= 18.38 Story Ht: 14 EXT WALLS GFSF"G'2(50+49)= 7. 1 3 W= 25.5 V= 2. 1 9 REDUNDANCY Line %V5t V Lw Perimeter Bays 1 0.50 1.05 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 Complie5 Redundancy Check b: Min bays < 2 Does not comply Overall: COMFII65 Line %V5t 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 complie5 Redundancy Check b: Min bays >2 => Compiles Overall: Complie5 Numbered Lines: p= 1 .0 Lettered Lines: p= 1 .0 EQ 1/1 3/2G/201 2 Lateral-Carrere-141t at End o1 B _ hIMS C€iSV r"'"Irin Uilci service. 1=:;':0•AlsB•"s8:7 ;tifiFS,i i:L?s[c.i%orou�h.Isi'U3Ac': .�r:.�..,n: Re,stc•:G tks�;]i2 0 JARNOT ENGINEERING, INC. cAR►�wA 12-0 I-1 1 G P.O. Box 704 SHEET NO. ��Na4w111cC �' 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 Analy5i5 LINE 2 E= 1 .09 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=E/L= 22 <230 WALL TYPE I A ve=E/L= 73 (GWB) <1 45 5/8" GWB -4" Spacing vw=W/L= 77 De5i6jn=0.7 I v= 54 <230 <= WALL TYPE I A TOT-E=veh= 0.31 TOT-w=vwH= 1 .07 OK- No Holdown5 ReCI'd LINE A E= 1 .09 p= 1 .0 TYPE: P W= 3.G4 <= WMIN= 2.70 V= 3G40 L= 40.5 H= 14 V= 90 AB: v= 90 <130 1/2" AB @ 48" oc ve=UL= 27 <230 WALL TYPE I A vw=W/L= 90 De5i6jn=0.7 I v= G4 <230 <= WALL TYPE I A TOTE=veH= 0.38 TOT_w=vwH= 1 .2G E: (.G-. 145D5) DL=(.G-. 14SD5)W(Lw/2+ Lo)= 1 .45 W: .G DL=.GW(Lw/2+-Lo)= 1 .78 W=24.5".010+.OG= 0.31 Lw= 13.5 Lo= 3.0 E: Uplift= -1 .07 W: Uplift= -0.53 <= OK- No Holdown5 Read L 1/2 3/2G/201 2 Lateral-Car--14ft at End of B r;_-er:9ra.=:orn NFBS CUM M"printingset vice: :.,..G&rE?di;'s£? NiJ fsS;hic.Pi to rl;orouirt.:;yl il34:ifk i...v:.ne;is aru ',i'No G 14380,270 JARNOT ENGINEERING, INC. JOB CARKERA 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 _ 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 1/2" AD @ 48" oc 4 ve=E/L= 31 <230 WALL TYPE I A vW=W/L= 104 Design=0.7 I v= 74 <230 <= WALL TYPE I A TOT-E=ve11= 0.44 TOT_w=VWH= 1 .46 E: (.6-. 145D5) DL=(.6-. 145Ds)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 .01 W: Uplift= -0.33 <= OK- No Holdowns Reci'd L 212 312GI201 2 Lateral-Carrera-14 it at End of B t'ieorl r i°:a'^NE}1S Ce15T�;,PN:.priniiny service ;-tsa;-88£i6;iF] NEBs,Irn:,f'etEu Uortxwr:,rv..is345E e:rv;rttaUs a;ro -..€rao:G 143:?2J s 'f M %r i JARN®T ENGINEERING, INC. JOB CARKERA 1 2-01-1 1 6 P.O. Box 704 SHEET NO, J OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE VERTICAL Bm I Glulam @ 25ft Bay LDF; W Trib=1205q-ft LL= 3.18 LL= 3.18 LL= 3.18 LL= 3.18 P= 4404 3179 P,=�4.40 Pz 4,40 P3 4.40 P4�4.40 5.0 10.0 10.0 5.0 25 8.80 6.36 8.80 6.36 M=8.8*1 2.5-4.4*7.5-4.4'2.5= 66.00 <I .6" 75.34 V= 8.80 <I .G* 19.01 WFQUIV= 0.86 WLL-EQUIV= 0.62 IMIN= 3364 < 3955 51 U 240 E: 1800 F IMIN-LL= 3647 < 3955 6: u 360 ILL- 5-1/8 x 2 1 GLB P=8.8+2.2= 1 1 .0 P (k) h (ft) b (in) d (in) k Fc (p51) E,,,r, (k51) LDF Type fc= Fc= 1 1 .00. 14.0 5.50 5.50 1 .00 1 350 580 1 .1 5 5 364 < 470 OK 6XG D1`2 Footing: f5111-= 1 .85 P= 11 .0 b=4(P/fSO1L)= 2.44 2'x4' o.k. Bm I a Glulam @ 25ft Bay- Uplift LDF: W Trib=1 205q-ft P= 355.3 P10� 36 P2 0.36 P3�0.36 P4�0.36 5.0 10.0 10.0 5.0 25 0.71 0.71 Uplift Reaction = .71 +.18= 0.89 klp5 LTT20B- 1/2"A.B. 3-1/4" EMBED V 1 /5 3/2G/201 2 Beam-ear�e�a - , " - . ' - " - ' ~ � ` . . . . - ' � � ` ' / � | | . U ^ ^ ' . � ^ | | = ' / JARN®T 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 Bm 2 Glulam @ 20ft Bay LDF: W Trib=1205q-ft LL= 3.18 LL= 3.18 LL= 3.18 P1-�.40 Pz 4.40 P314.40 P= 4404 3179 5.0 10.0 5.0 20.0 G.GO 4.77 LL G.GO 4.77 LL M=G.G' 10-4.4'5= 44.00 <I .G" 4G.5 1 V= G.GO < I .G' 14.93 wEQUIV= 0.84 wLL-EQUIV= O.G I IMIN= I G85 < 1919 8: L/ 240 E; 1 800 8= 0.68 IMIN-LL= 1827 < 1919 8: L/ 3GO ELLS O.G3 5-1/8 X I G-112 GLB P=G.GO+2.2= 8.8 P (k) In (ft) b (in) d (in) k Fc (psi) E,,,,,,(k5i) LDF Type fc= Fc= 8.50 14.0 3.50 5.50 1 .00 1 350 580 1 . 1 5 5 457 < 470 OK 4XG DF2 Footing: f50lL= 1 .65 P= 8.8 b=4(P/fSOIL)= 2.18 2'x4'o.k. Bm 2 Glulam @ 20ft Bay Uplift LDF: W Trib=1205o,-ft P1=f.36 Pa 0.3G P3 0.3G P= 355.3 5.0 10.0 5.0 20.0 0.54 0.54 Uplift Reaction = .54+.18= 0.72 kips LTT2015- 1/2"A.B. 3-1/4" EMBED Truss Uplift/Download Pdn=24.5'5'(10+0.75'9.G+0.75'25)= 4.40 kips See Overheight Stud Check Below Check Plate: L: 2 ft LDF: I.GO P= 5.74- k at mid5pan M=I/4PL= 2.87 <I .G' 0.22 .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 5--Carrera .-,.._.,..�;oral•'L=GS fwf}s'@":�ft`s�"(:rise+inrr,St�b'sf.F1 7.s;:U•RE;-..... ^t4^Ei�:!:...:••c:,.-r:;u,:.l!i:...958 �.,.,r.na;:..-,... RF;i.4..., :,::i-;iY�:f._. JARNOT ENGINEERING, INC. JOB CARRERA 1 2-01-1 1 G P.O. Box 704 SHEET NO. j! OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE_ SCALE Overheight Studs- 1 2ft Plate F�: 1350 p51 Stud spa: 60 "oc E,n,n: 560 k51 Trib roof: 24.5 ft FL': 1310 p51 Snow load: 25 p5f k: / Roof DL: /0 195f h: /2 ft Trib 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 in Type: s (5=5awn Iumber,G=glulam,P=round p!Ie,M=machine rated) Wall load: 90 plf Wind trib: 60 in PDL= 1,68 k MWIND= 1,25 ft-k Wind Area= GO ft2 PwiND= 1./6 k Wind press= 13.9 p5f PSNOw= 3.06 k X: 1 .21 Compre55ion: Bending: F"�= 2 1 GO p5i 5= 1 5.1 3 in le/d= 2G.2 F'y= 209G psi c= 0.8 .75L+.75W+D= 0.94 ft-k FEE= G9G p51 F"E=,.822-Em,d(jdd)2 fb= 744 p51 FEE/F 0.322 P"= 641 p51 F'e=F'e[(I+F,E/F'J/2e-[((I+F�E/F"J/2e)2-F�EF'je]0.51 A= I G.50 in .75W+.755+1)= 4.55 k Interaction= 0.83 (fdF'Jz+f,/[F'b(I-fdF�E,)] f�= 294 p51 DBL 2xG DF2 @ EACH TRUSS V 3/5 312GI201 2 Beam-cam .!-zr,•d�,•I':o!n NESS COST(,M"print.intg 5etvice �-i3+iD£i8E663,_7 N8fi5,!rrc;.l'et..,..�inugh,h!ti C;:3458 ,avactnc, c:u:; 11._G'14330P 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 Overheight Studs- 14ft Plate F': 1350 p51 Stud Spa: 60 'Oc Emin: 560 k51 Trlb roof: 24.5 ft Fb: 1310 psi Snow load: 25 p5f k: / Roof DL: /0 p5f h: /4 ft Trlb floor: 0 ft b: 4.5 in Floor DL: 0 p5f d: 5,5 in Floor LL: 0 p5f LDF: 1.6 I: 1 .00 Floor ecc. 0 in Type: 5 (5=sawn Iumber,G=glulam,P=round plle,M=machme rated) Wall load: 30 plf Wind trlb: 60 In PDL= 1.66 k MWIND= 1.68 ft-k Wind Area= 70 ft2 PWIND= 1.18 k Wind press= 13.7 p5f P5NOW= 3.06 k X: 1 .21 Compression: gendmg: 2 1 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'1d)2 fb= GG8 p51 FEE/F 0.237 483 p51 A= 24.75 in .75W+.755+D= 4.65 k Interaction= 0.G5 (f,/F',)2+f,/[Fb(I-fdF"l)] fi�= 19G p51 TRPL 2xG DF2 @ EACH TRU55 Header @ Side 5ft Window L: 5 ft LDF: I.GO P= 4.4 k at m05pan M=I/4PL= 5.50 <I .G" G.72 V=P/2= 2.20 <I .G" 5.92 Gx I 0 DF2 Header @ Side Man-Door L: 3 ft LDF: I.GO P= 4.4 k at mid5pan 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/20 1 2 seam-Carrera .7e<:ni;:..-�:�,�P�2E�5 0ti35'f`"�'i'f:riiaiincf:ervirc l•3'JJ•','&G;.�. /Vi-H>'nc:..�.,....,,,rcu^,h.lv�;::ta::.: w::.....:,,�,,... - JARNOT 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 Header @ Side Garage Door LDF: W P,— 4.40 P2= 4.40 2 2 P= 4404 (5 4.40 4.40 M= 8.50 <I .G" 9.85 = 1 5.76 V= 4.40 <I .G' 7.17 a 1 1 .47 WEQUIV= 1 .22 WIN= 217 < G97 S: U 240 E: 1300 S= 0.12 GX 12 DF2 V 5/5 3/2G/20 12 seam-camera �',�,t !F�orn hl i365 CU$2- # 'j5Yin1i13ry ser✓ire. 7v;0ih E3fs:i'n '7 /1'c�;i in;:_.'�Ye.ir rruph.'dH U7-058 aa„r nsir;e...�. s<ai.�av:i; 1a3.0r?ec7 JARN®T ENGINEERING, INC. JOB CARRERA 1 2-0 1-1 1 6 P.O. Box 704 SHEET N0. OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATEDBY__ DATE FAX (360) 863-1481 CHECKED BY _ _DATE SCALE Steel Post De-51an Pdn= I.I kips (50%Trib) Plat= 2.1 kip5 Connection: Side PL w/5D5 5crew5 Allowable 290 Qty= 7.2 (8) 1/4"x2"5D5 Screws Weld both sides of tab h= 1/2(6.5+10)= 5.5 [2x2 bolt pattern] Truss Up 2 M=Phh= 11 .6 S=1/3 d2= 12.00 P = 0.19 f1=M/5= 0.96 T=P = 0.19 Ph= 2.10 f1=T/d/2= 0.02 h= 5.51 V=Ph= 2.1 d= 6 f11=V/d/2= 0.18 fnet=(f-L +f112)'S= 0.99 f'v=Rn/n=FwAw= 21 .0 k5i 'Aw Fw=0.6 Fm= 42 FEv: 70 t,n!n=fnet/f'v/.707= 0.07 1-15E 3/1 G"WELD w/3/8" PL - Cantilevered post h= 14 ft Worst Case P= 2.1 kips M= 29.4 kip.ft fy: 46 Constrained Pole Footing d2=4.25Ph/53b Footing: f501L= 1.50 P=D+L+5= 2.10 �=4(P/f5oiL/.7(55)= 1.34 30" P=V= 2100lb 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 312GI201 2 eeams-Carrara-steel Posts ..........:'.a?ILEPsS f..114T�€cR"(>rittZiE,y Selvk2 •iiii,;•E�?Ei-6J2- h4=sly it:.!:>e;c!r.;ruuch,IdH i;3459 „< s.nr.;;>.,.... �ci i,_:G tF33ii�%7% JARNOT ENGINEERING, INC. JOB CARKERA 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 GomrgrC551on KVr= 55 k: 1 .2 r: 3.13 k,=4.71 4(E/Fy)= 1 1 8 I: 12 Fy: 46 Fe=7T2E/(KUr)2= 93.90 Ay: 5.24 E: 29000 KVr<k,: Fir=Fy'(.658)fy/Fe= 37.5 kVr>k,: F,r=.877"Fe= N/A Pr,=AgFcr= 196.4 rdf2t= 117.6 >2.2 S2t: I.67 Bendmg Mn=FyZ= 42.9 Fy: 46 0.9 Z: 1 1 .2 mwQl'= 25.71 <42.7 Qb: 1 .67 Combined Bending �Compre551on fa/Fa+fb/Fb= 0.87 <1 .0 OK P: 1 .1 0 M: 22.05 [.75M] F'df2t: 117.E MWQL,: 25.71 H55 GxGx 114 V 2/2 312GI201 2 Beams-Carrera-5teei Posts ..i�-:;..;:.•, -: �.n,., ,3'�7 qua. »...._u,.,wurh,I.1H u(ta5° v;tn;r.e;r,..i.., •3:i_.. _ om NEEi5 Cl1Su lPa �ario[ivig�,evvice ...,,11•Hntrr.. IJ'^^.r Fie;�o:t. �,.i:�✓.`t- I :. 1 .. SECTION 22, TOWNSHIP 31 N., RANGE 5 E., W.M. a PROJECT INFO: z 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 FIRE DISTRICT: CITY OF ARLINGTON SHIELDED. PROJECT AREA: 2.39 ACRES / 104,193 S.F. ~ f q SITE ADDRESS: ARLINGTON AIRPORT LOTS 012 & 013 L� ZONING/COMP. PLAN: AF-AVIATION FUGHTLINE e PROPOSED LAND USE: 10.400 STORAGE OF AIRCRAFT w w -`�j".�` f J - DATUM: NAVD 88 / NAD 83 188th St NE ti (• �: PARKING REQ: 1 SPACE / 2 HANGERS (INSIDE HANGERS) w 188th St NE N k:. LANDSCAPE: 45.231 S.F. PROJECT ® w 4 1• BUILDING HEIGHT: BUILDING A 18.5' / BUILDING B 20.5' r., z 48.0 !6e.o- BUILDING SETBACKS: 5 FEET 0 ¢ w ` • Z 38. Ii . . 1 t[ ICjy� Lo Q y w ti a I t jJ Dp�pEE: CONTACT ENGINEM 5 l cc o �+�• - __..(�_._ I CARRERA PACIFIC HANGARS FIALE MRIFGNN &ASSOCIATES LLC l N n DUANE WILCOXON KELLI KALE, PE A 23022 155TH AVE SE 307 N OLYMPIC AVE, SUITE 209 d St NE SNOHOMISH. WA 98296 ARLINGTON.WA 96223 531/ I r (425) 418-3680 (360) 474-4624 r 7: ). VICINITY MAP `t IFCAI_ DESCRIPnON N.T.S. > _ d-1 �`- tY y LEASE LINE 1 t t m EL�EM LOT 012 y� I EXISTING COMMENCING AT THE NORTH QUARTER CORNER OF SAID SECTION 22;THENCE S V30'47'E ALONG ir HANGER THE NORTH-SOUTH CENTERUNE 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 r4• - 8536'29"W A DISTANCE OF 455.24 FEET;THENCE S C23'31" E A DISTANCE OF 116.00 FEET; 03 THENCE N 8536'29'E A DISTANCE OF 455.00 FEET;THENCE N V16'25' E A DISTANCE OF 116.00 � FEET TO THE TRUE POINT OF BEGINNING. r �/ / SITUATE IN THE CITY OF ARLINGTON. COUNTY OF SNOHOMISH. STATE OF WASHINGTON. SHEET INDEX p x _ L - CONTAINING 52,794 SQUARE FEET. SHEET V) ut of r SHEET NAME # COMMENCING AT THE NORTH QUARTER CORNER OF SAID SECTION 22;THENCE S 4'30'47"E ALONG o .o _tJ.: _ THE NORTH-SOUTH CENTERUNE OF SAID SECTION A DISTANCE OF 3,562,17 FEET:THENCE S LEGEND & GENERAL NOTES 2 0 0 0 i vi 3r tl (.>: 8536'29"W A DISTANCE OF 612.01 FEET; THENCE N 428'30"W A DISTANCE OF 26.00 FEET TO THE 0 0 j- TRUE POINT OF BEGINNING;THENCE N 4'28'30"W A DISTANCE OF 485.00 FEET;THENCE S 85'31'30' TESC 3 W A DISTANCE OF 105.98 FEET;THENCE S 4-28'30"E A DISTANCE OF 485.00 FEET.,THENCE N ' ppNW s 8531'30" E A DISTANCE OF 105.98 FEET TO THE TRUE POINT OF BEGINNING. GRADING & DRAINAGE 4 C) ro N m w $1 ' W I L11JL SINATE IN THE CITY OF ARLINGTON, COUNTY OF SNOHOMISH,STATE OF WASHINGTON. Z _ a ; WATER & SEWER 5 \\\ZWZ CONTAINING 51,399 SQUARE FEET. w co N U= w x ... DETAILS 6-7 a ::w Y p N N O II RVEY_NQ7M, is {is •IJ BOUN, LINE -?URVEY COMPLETED FOR CITY OF ARLINGTON AIRPORI BY CASCADE SURVEYING AND �33 ENGINEERING. PROPERTY CORNERS HAVE BEEN ` 1 STAKED BY CASCADE SURVEYING AND ENGINEERING. y`s II R W Q t' TOPOGRAPHIC SURVEY COMPLETED BY HUEY SURVEYING AND LAND CONSULTING, INC. o ;, `{ .:.- EXISTING EXISTING HANGERS AND TAXILANES DIGITIZED FROM LI 0 ly AERIAL PHOTOGRAPH. CONTOURS ARE FROM UDAR. 'T t HANGER 40 O 40 80 L SCALE/N FEET z � d ` �6 EXISTING HANGERS DIGITIZED Ir FROM AERIAL PHOTO ESTIMATED GRADING QUANTITIES: V) •- 1 .r EXISTING EXISTING (TYPICAL) {iL - HANGER HANGER EXISTING OJT.-83 CU.YOS. p - 7?0 68.0 / HANGER FILL: 107 CU.YDS. cq \ IMPERVIOUS AREA:� \ tos_9e_ �� --- LEASE LINE Q if - --- TAXILANE . . - G P 0 _ N BMW E as8.2a _ EXISTING, ROQO,SED = O Zg ,.,•r_r•--•• _••-+e r _ r �r ENTRANCES 25.142 S.F. 24,717 S.F. J F- ( BUILDINGS 26,393 S.F. 43,469 S.F. S� `y .1. l . r) �ir.�. Q Lj I I F 1 --A t'.3/. -ji ,lid 1 I/i .cl. F// 1 1 /d (r/ ,�1 a.;; ^ TOTAL 51,535 S.F. 68,158 S.F. 0 °gym :1 <:n'� y� n �L + ,SY ii�. . . . . . . �, j',�- Q a o I CCr(,/L PERVIOUS AREA: a U x1° FF Ells'V.=130.0 PROPOSED HANGER A �p J, GRASS 28,419 S.F. Q at 0 '!!e S.F. •. C �q 7� C� ..1 'Lf�•. - - Z �g 0.j O 3 `` 1• - t..; ,1 .t 'J I -1 - '�� 4 l �•,,• , --i, I , 1 F , 1!�� G! t ). 1 1 I DEC 0.S 2012 W �--- �t -I -• CONSTRUCTION DRAWING REVIEW (' a E �.Iy. 1;4 r� _�/r1 J ti-i,.....s l_= la �! 1/ 'L_L ,y�. �7 a � I•I - ACKNOWLEDGMENT Z ��,-F'� _ �N �-''1"'�'•'.�=f�_Z ' - -..-.:: .fJ.l ," Al/5 M"NAS BEEN RENENED ANV EWUZIAMV F04 a?FRAL CWM1 QF -,= — ......:......:...... . . _ .., ` . GCS PERMIT CENTER W N THE qTY L,�AA'UNGTAY CLYA`S AAO OPO/NANLL'S LgYFO4NAN0.�LE 7NLf Y TAXIUNE vLsav NmY Au wPSYTCAv[E uws AAv RELrAunays IS Ni-fuL[ANv caIA�LETE V f)1 ,T�� I D/// AY5MV9BN/TY A�49 L/CEN.SED AfZVa WT a'C l3rNW#yaw STWA/P AA'v.IFEWW Tty/W/I✓✓//! 1Jr/l^ AHES Al RY 7N/S,SHEET.ACA Z Fa?INS LJ�0)7ZW A(CPWA1XW S 711A7G LIC&RE n — PROPOSED ^ +.tl w OLDS NOTWPLY qTY APPROVAL FLW LCWS7RY/CnLW ACRNnE57NATRELY//AE OTNLR CFN/NTY•STATE LW fLUNAL PERM/TRfWWANV A-PRJYAL PIE PRLFYRTY TYP O*VM ANO L/CENSYD",?V BWNLEN.WALL OE RYy AK1'�YF F.�P n1E ACYX 9AW A4V C0W VAAY1r a'ALL AAY 4XRE PFRW/S AiVAN A&WOWZAAWS Wdd/aUY.WCYUX ON/AAlF MO/LA6'TLD!(; MSCMV'NN]VALQ'A^AWluICT N Y CALL TWO BUSINESS A,'FMY r75 AA REWALWLNT/SN'a H"E�NW W ACTS NU DAYS BEFORE YOU 20110017 aY- .I EXISTING _ • �-�b� '� - EXISTING EXISTING EXISTING ., DIG 811 crtyEnylnear •4'.� DAM' 1 OF 7 w .I HANGER o+i 1 i.;� HANGER HANGER HANGER _ •��.;. F,+. - --- iH15 APPROVAL VAIJD FOR 75 MONTHS M N GENERAL CONSTRUCTION NOTES S I UKv.DRAINAGE NOTES SITE GRADING NOTES 1.ALL WDRK AND MATERIALS SHALL 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 WIIFH CHAPTER A33 OF THE UNIFORM BUILDING CODE(CURRENT EDITION),AND APPLICABLE 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 WILL REWIRE ARLINCTON CODES. a TRANSPO/1TATION((WSDOT)STANDARD SPEOFlCATICNS FOR ROAD,BRIDGE,AND MUNICIPAL CONSTRUCTION.A COPY OF PRIOR APPROVAL FROM THE OWNER,THE CITY ENGINEER,AND OTHER APPROPRIATE PUBUC AGENCIES. THESE DOOUMENIY SHALL BE ON SITE DURING CONSTRUCTION. 2. PUBLIC STREETS AND TA%TUNES/TAXIWAYS ARE TO BE KEPT CLEAR OF DIRT AND DEBRIS DURING EXCAVATION AND FILL CI c 2.ALL PIPE MATERIALS SHALL MEET THE REQUIREMENTS OF THE CITY STANDARDS AND SPECIFICATIONS. OPERATIONS. 2.IT IS THE SOLE RESPONSDIUIY OF THE DEVELOPER CONTRACTOR TO OBTAIN A GRADING PERMIT,RIGHT-OF-WAY ACCEPTABLE STORM DRAINAGE PIPE MATERIALS INCLUDE CONCRETE,PVC,HDPE,AND DUCTILE IRON. w // 3. AREAS TO RECEIVE FILL SHALL BE CLEARED GF ALL VEGETATION AND DELETERIOUS MATTER.PERMIT,AND UTILITY PER/A175,FROM THE CITY.ALL REWIRED PERMITS FROM DINER AGENCIES MUST ALSO BE CORRUGATED METAL PIPES(GALVANIZED ALUMINUM OR STEEL)ARE NOT ACCEPTED By THE CITY.ALL PIPE OBTAINED BY THE DEVELOPER/CONTRACTOR. JOINTS MUST HAVE GASKETS AND SHALL BE WATER TIGHT UNLESS OTHERWISE DIRECTED BY THE CITY. 4. AREAS TO RECEIVE FILL SHALL BE PROOF ROLLED.ALL LOOSE AND SOFT AREAS SHALL BE REMOVED AND REPLACED NTH 3.PRIOR TO ANY CONSTRUCTION ACTIVITY,THE OEVEI..OPER/CONTRACTOR SHALL ATTEND A PRECONSTRUCTON 3.PIPE DECIDING MATERIAL SHALL BE 5/8-NCH MINUS CRUSHED GRAVEL FOR ALL PIPE TYPES,EXCEPT STRUCTURAL FILL - CONFI:RENCE WITH THE CITY.TIE CONTRACTOR SHALL SCHEDULE THE PRE-CONSTRUCTION ONFEREICE BY CAWING DUCTILE IRON.BEDDING MATERIAL FOR DUCTILE IRON PIPE SHALL MEET THE REQUIREMENTS OF THE OTYS zs N Lti ((3G0)403-3500,PRIOR TO SCNEWUNG.THE CONTRACTOR MUST SUBMIT AND RECEIVE APPROVAL FOR THE TRAFFIC STANDARDS AND SPECIFICATIONS(CHAPTER 4). 5. ALL FILL MATERIALS USED SHALL BE FREE OF VEGETATION AND DELETERIOUS WILIER AND SHALL NOT CONTAIN ROCKS GREATER r 1 � F CON1ROl PLAN.CITY PFRMITE�TEMPORARY EROSION AND SEDIMENT CONTROL PLAN.PERFORMANCE BOND.COPY OF THAN SIX INCHES IN DIAMETER. !� OTHER AGENCY PERMITS,A COPY OF 1HE CONTRACTOR'S LICENSE.AND PROOF OF INSURANCE COVERAGE. 4. ALL TRENCH BACKFlLL IN AREAS OF PAVEMENT OR STRUCTURAL LOADING SHALL BE COMPACTED TO AT fi. STRUCTURAL FILLS SHALL BE PLACED IN EIGHT TO 10 INCH THICK LOOSE HORIZONTAL LIFTS AND SPREAD UNIFORMLY. ® a LEAST 95X OF THE MAXIMUM DRY DENSITY.ALL OTHER AREAS SHALL BE COMPACTED TO AT LEAST 9O1< 4.A COPY OF THE APPROVED CONSTRUCTION PLANS MUST BE ON THE JOB SITE WHEN CONSTRUCTION IS IN OF MAXIMUM DRY DENSITY. 7, AFTER EACH LIFT HAS BEEN SPREAD EVENLY,IT SHALL BE COMPACTED TO A MINIMUM OF 95X OF MAXIMUM DETNSITY DETERMINED c2 0 PROGRESS. IN ACCORDANCE WITH ASTM D1557 (MODIFIED PROCTOR). z 5.ALL PIPE SHALL BE PLACED ON STABLE EARTH.IF IN THE OPINION OF THE CITY INSPECTOR,THE s`�47 5.ALL SITE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLANS.ANY DEVIATION FROM THE EXISTING TRENCH FOUNDATION IS UNSATISFACTORY.THEN IT SHALL BE EXCAVATED BELOW GRADE AND B. THE SURFACE OF ALL SLOPES SHALL BE COMPACTED. THIS MAY BE ACCOMPUSHED BY OVER-BUILDING THE SLOPES,THEN APPROVED PLANS WILL REQUIRE PRIOR APPROVAL FROM THE OWNER,THE CITY ENGINEER,AND OTHER APPROPRIATE BACKRI LED 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 PLACED. ALL �5 4 PUBUC AGENCIES. SLOPES SHALL BE COMPACTED BY THE END OF EACH WORK DAY. ll 6.LOT DRAINAGE SYSTEMS,STUB-OUTS AND ANY DRAINS BEHIND THE SIDEWALK MUST BE INSTALLED AS - 6.ALL OF THE LOCATIONS OF THE EXIST kC UTILITIES SHOWN IN THE PLANS HAVE BEEN ESTABLISHED BY FIELD REQUIRED PRIOR TO SIDEWALK CONSTRUCTION.STUB-OUTS SHALL BE MARKED WITH A 2'7K4"WITH 3 FEET g FIELD DENSITY TESTS(IF REQUIRED)WILL BE MADE BY A QUAUFIED SOILS ENGINEERING FIRM. DENSITY TESTS SHALL BE TAKEN AT SURVEY OR OBTAINED FROM AVAILABLE RECORDS A140 SHALL THEREFORE BE CONSDEREO APPROXIMATE AND NOT VISIBLE ABOVE GRADE AND MARKED `STORM".LOCATION AND DEPTH OF THESE INSTALLATIONS SHALL BE NECESSARILY COMPLETE.IF IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY TH SHOWN ON THE AS-BUILT PLANS SUBMITTED TO THE CITY. TESTS JUST BELOW THE SURFACE IT THE FREQUENCY AND LOCATIONS DETERMINED IS EL THE SOILS ENGINEERING FIRM. WANET TUL O ACCURACY OF ALL UTIUTY LOCATIONS. TECTI INDICATE THAT THE DENSITY OF ANY LAYER OF FILL OR PORTION THEREOF IS BELOW THE SPECIFIED DENSITY,THE PARTICULAR 8.ALL CATCH BASINS SHALL BE TYPE 1 UNLESS OTHERWISE SHOWN ON THE PLANS AND APPROVED BY SECTION SHALL BE REWORKED UNTIL THE REQUIRED DENSITY HAS BEEN OBTAINED. Iti 7.THE CONTRACTOR SHALL LOCATE AND PROTECT ALL CASTINGS AND UTIUTIES DURING CONSTRUCTION AND SHALL THE CITY.THE USE AND INST.ALLATGN OF INLETS IS DISCOURAGED. 10. ALL CUT AND FILL SLOPES SHALL BE A MAXIMUM OF 2:1. CONTACT THE UNDERGROUND UTXITIES LOCATE SERVICE(1-600-424-5555 OR 011)AT LEAST 48 HOURS PRIOR TO 7.ALL CATCH BASINS WITHA DEPTH OF 5 FEET(RIM TO INVERT)OR GRATER SHALL BE TYPE 2 CATCH CONSTRUCTION. BASINS EQUIPPED WITH 3/4-INCH DIAMETER SAFETY MANHOLE STEPS OR A MANHOLE LADDER PER CITY 11. STOCKPILES ARE 70 BE LOCATEDIN SAFE AREAS AHO ADEQUATELY PROTECTED TO PREVENT EROSION. H1'DROSEED PREFERRED. &INSPECTION AND ACCEPTANCE OF ALL WORK WILL BE ACCOMPUSHEO 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'S RESPONSBAITY TO COO". ATE ARID SCHEDULE APPROPRIATE OBTAINED FROM ADJACENT PROPERTY OWNER. INSPECTIONS.ALLOWING PROPER ADVANCE NOTICE THE INSPECTOR MAY REQUIRE REMOVAL AND REPLACEMENT OF B. ALL GRATES SHALL BE MARKED -OUTFALL TO STREAM - DUMP NO POLLUTANTS". ALL SOLID COVER ITEMS THAT DO NOT MEET CITY STANDARDS OR WERE CONSTRUCTED WITHOUT NSPECTON. SHALL BE MARKEO •DRAIN". ALL CATCH BASINS AND MANHOLES SHALL BE EQUIPPED WITH LOOONO 13. EXCESS MATERIAL MAY BE SPREAD EVENLY ACROSS SITE,PROVIDED IT DOES NOT INTERFERE WITH OR HINDER THE DRAINAGE FRAMES AND UDS OR GRATES PER CITY STANDARD DETAILS PATTERN ESTABLISHED ON THE GRADING PLANS m 9.THE CONTRACTOR SHALL KEEP THE ON-SITE AND OFF-SITE STREETS CLEAN AT ALL TIMES BY CLEANING WITH A SWEEP AND/OR VACUUM TRULY,WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL 9,ALL GRATES LOCATED IN THE GUTTER FLOW LINE(INLET AND CATCH BASIN)SHALL BE DEPRESSED 0.1 FROMlHE CITY INSPECTOR. FOOT BELOW PAVEMENT LEVEL.. 14. CONTRACTOR SHALL MAINTAIN A MINIMUM SLOPE OF 0.57E ACROSS AT ALL TIMES. Y Y Y IQ THE CONTRACTOR SHALL MANTAI U N TWO(2)SETS OF `AS-BUILT-PLANS SHOWING ALL FIELD CHANGES AND 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL MANHOLE,INLET AND CATCH BASIN SEWER SYSTEM CONSTRUCTION NOTES BB NOOCATIXHS.IMMEDIATELY AFTER COHSTNUCVION COMPLETION,THE CONTRACTOR SHALL DELIVER BOTH COPIES OF FRAMES AND GRATES/COVERS TO GRADE JUST PRIOR TO CURB INSTALLATION AND/PAMNG. 1 ply WORK SHALL BE IN ACCORDANCE WITH THE APPROVED PLANS,AND CURRENT EDITION OF THE CITY RED-LINED PLANS TO THE CITY.THE CITY WILL FORWARD ONE OF ME COPIES TO THE DESIGN ERONEER• 11•ALL RETENTION/DETENTION FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO,OR IN OF ARUNGTON STANDARDS AND SPECIFICATIONS.ANY CHANGES TO THE DESIGN REWIRES CITY APPROVAL m FA ADDITIONAL GENERAL NOTES CONJUNCTION WITH.ALL CONSTRUCTION ACTIVITY,UNLESS OTHZRWISE APPROVED BY THE CITY. �! 2.ALL MATERIALS SHALL CONFORM TO THE CITY OF ARUNGTON STANDARDS AND SPECIFICATIONS AND THE \ 12.DETENTON/NETEHTION PONDS WITH SIDE SLOPES STEEPER THAN 3:1 OR WITH A MAXIMUM WATER MATERIAL SUBMITTALS SHALL BE APPROVED BY THE CITY BEFORE SCHEDULING THE PRECONSTRUCTION Q 1. THE CONTRACTOR AT THE TIME OF CONSTRUCTION IS REOUIRED TO SUPPLY MARKINGS FOR ANY TALL DEPTH GREATER THAN 3 FEET SHALL BE ENCLOSED WITH A VINYL COATED CHAIN LINK FENCE. CONFERENCE AND BEFORE TIE MATERIALS ARE DELIVERED TO THE J SITE ONCE THE MATERIALS ARE CONS TRUCTON EQUIPMENT SUCH AS CRANES THAT MAY BE USED.THE UAF40NOS SUPPLIED SHOULD BE FLAGS, DELIVERED TO THE JOB SITE THE INSPECTOR WILL DETERMINE IF THE MATERIALS WERE MANUFACTURED TO Or 3L MINIMUM SIZE N X S IN DIMENSION WITH AN INTERNATIONAL ORANGE AND WHITE CHECKERBOARD PATTERN UTILIZING 12.BID-FILTRATION SWALES AND/OR FILTER STRIPS SHALL BE CONSTRUCTED.BEDDED OR SEEDED AND IN MEET THEREQUIREMENTSCANINSTALLED. OF THE CITY OF ARUNGTON STANDARDS AND SPECIFICATIONS BEFORE THE ZO 1'X 1'SQUARES THE FLAGS NEED 70 BE PUCEO ON THE WRIEST PART OF THE EQUIPMENT TO SERVE AS A VISUAL OPERATION PRIOR T0,OR SODDED IN CONJUNCTION WITH,ASPHALT PAVING 7HF,VEGETATION IN THE MATERIALS CAN BE INSTALLED. WARNING TO PILOTS.ANY EQUIPMENT SUCH AS CRANES NEEDS TO BE LOWERED AT NIGIHT. BIO-SWALE MUST BE WELL ESTABLISHED BEFORE PAVING BEGINS. 3.ALL SEWER MAINS AND SIDE SEWER STUBS SHALL BE FIELD STAKED FOR GRADES AND AUGMMEN7 BY A (1) Z Fz 2. REGARDING ADJACENT AIRCRAFT MOVEMENT AREAS,AT THE END OF THE WORKDAY THERE SHALL BE NO 13.STORM WATER RETENTION/DETENTON FACIUTIES.STORM DRAINAGE PIPE AND CATCH BASINS SHALL BE SURVEYOR PRIOR TO CONSTRUCTION.THE CONSTRUCTION STAKES MUST SNOW THE STATION AND OFFSET TO W w w w TEMPORARY OR PERMANENT PAVEMENT DROP OFFS GREATER THAN 1'OR TURF/GROUND UPS GREATER THAN 3' FLUSHED AND CLEANED BY THE DEVELOPER PRIOR TO THE CTTYS ACCEPTANCE OF THE PROJECT. THE ALIGNMENT. 2 2 4.THE CITY OF ARLINCTON WASTEWATER DIVISION SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN 11 3. NO CONSTRUCTION EQUIPMENT/MATERIAL IS TO BE STORED BETWEEN THE BUILDING SITE AND THE EXISTING PAVED 14.W1HEN INFILTRATION FACILITIES ARE CONSTRUCTED.COMPACTION OF SOIL IS NOT ALLOWED,AS THE ADVANCE T A TAP IN CONNECTION T AN EXISTING SANITARY SEINER MAIN.THE INSPECTOR SHALL BE U U U AREAS SERWNG THE ADJACENT HANGARS. DESIGN IS BASED ON NATURAL Spl IN THE ORIGINAL LOCATION, VEHICLES SHALL NOT BE DRIVEN OVER PRESENT AT THE TIME OF THE TAP OR CONNECTION. LEGEND THE INFILTRATION AREA DURING CONSTRUCTION. 15.IF THE CONTRACTOR ENCOUNTERS GROUNDWATER OR SOIL CONDITIONS OIFFT_NENT 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 PUNS DURING INFILTRATION SYSTEM INSTALLATION.THE CONTRACTOR SHALL NOTIFY THE CITY SDR DUCTILE GRAVITY SEWER MAINS WITH LESS THAN 5 FEET OR GREATER THAN 14 FEET OF COVER SHALL BE DO INSPECTOR. DUCTILE IRON PIPE CLASS 52,OR C-900 PVC.IF DUCTILE IRON PIPE IS USED FOR SEWER,THE PIPE O n N � m INTERIOR SHALL BE EPDXY COATED(NOT CEMENT-UNED). A PROP,:IRE HYDRANT zi O B. SPPE PRE-CAST MANHOLES SHALL MEET THE REQUIREMENTS OF ASTM C-478.JOINTS SHALL BE RUBBER Da IX.WATER VALVE N w WATER SYSTEM CONSTRUCTION NOTES AND SPECIFICATIONS.ALL LIFT HOLES CUT AND GROUTED BOTH INSIDE OUTSIDE OF THE MANHOLE PER CITY OF ARLINGTON STANDARDS THROUGH THE WALL H S OF THE MANHOLE SHALL BE GROUTED W N N N V) 1.ALL WORK SHALL BE IN ACCORDANCE WITH THE APPROVED PLANS AND CURRENT EDITION OF THE CITY OF FROM THE INSIDE AND OUTSIDE OF THE MANHOLE TO BE WATERTIGHT.ADDITIONAL WATERPROOFING MAY BE O IX.SANITARY SEWER MANHOLE W 3[ ARUNGTON STANDARDS AND SPECIFICATIONS.ANY CHANGES TO THE DESIGN REQUIRE CITY APPROVAL REQUIRED. p N N p TESC NOTES 19 PROP.SANITARY SEEDER MANHOLE '- 2.ALL MATERIALS SHALL CONFORM TO THE CITY STANDARDS AND SPECIFICATIONS AND SHALL BE APPROVED BY THE 7.SIDE SEWER SERVICES SHALL BE PVC ASTM D 3034 SDR 35 WITH FLEXIBLE CASKETED JOINTS.SIDE OTY PRIOR TO DELIVERY TO THE JOB STE.MATERIAL SUBMITTALS ARE REQUIRED AND MUST BE APPROVED PRIOR TO 1.APPROVAL OF THE TEMPORARY EROSION/SEDIMENT CONTROL(TESC)PLAN DOES NOT CONSTITUTE AN SEWER NNECTlONS SHALL BE THE SPRING LADE BY7A TAP TO AN EXISTING ARE NOT OR A TEE ALLOWED ON FROM NES A NEW MAIN URGER.SIDE I PROP.SANITARY SEWER CLEAN-OUR �3� C-a SCHEDULING APRE-CONSIRUCTON CONFERENCE. APPROVAL OF PERMANENT ROAD OR STORM DRAINAGE DESIGN. SEWERS CAN NOT BE INSTALLED UNDER DRIVEWAYS UNLESS APPROVED BY THE CITY INSPECTOR. J' H 3.WATER MAINS SHALL BE CEMENT-UNED DUCTILE IRON PIPE CUSS 52 UNLESS OTHERWISE APPROVED BY THE CITY. 0 EX.STORM CATCH BASIN VP 2.A TESC PLAN MEETING THE DOE STORM WATER MANAGEMENT MANUAL ADOPTED BY THE CITY SHALL O BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO ANY WORK ON THE STE.AN APPROVED COPY B.ALL SEWER PIPE SHALL BE INSTALLED WITH A CONTINUOUS TRACER TAPE 24•-4B'UNDER THE PROPOSED Q z 4.ALL SERVILE LOCATIONS SHALL BE FIELD APPROVED BY THE Ott PRIOR TO INSTALLATION. MUST BE MAINTAINED ON-SITE AND BE READILY AVAILABLE TO THE CITY INSPECTOR AT THEIR REQUEST. FlNISHI71 SUBGRADE,OR AS DIRECTED BY THE CITY INSPECTOR. THE MARKER SHALL BE PLASTIC, ® PROP.STORM CATCH BASIN R Ci--• 5.IT IS THE CONTRACTOR'S RESPONSIBUTY TO LOCATE UNDERGROUND UTILITIES BY CALLING ONE-CALL UNDERGROUND NON-BIODEGRADABLE,METAL CORE,AND DETECTABLE,WITH BACKING MARKED SENIIR•. I z UTILITY LOCATOR(1-500-424-5555)48 HOURS PRIOR TO CONSTRUCTION, 3.THE TESC BMP'S SHOWN ON THE PLAN MUST BE INSTALLED PRIOR DI ALL OTHER CLEARING AND 9,SIDE SEWERS SHALL BE INSTALLED BY THE DEVELOPER AND COORDINATED FOR CLEARANCE WITH POWER, ® PROP.YARD DRAIN J 4 w GRADING ACTIVITIES.AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT-MADDEN WRIER DOES NO7 GAS,TELEPHONE,CABLE,AND OTHER UTILITIES.SIDE SEWERS SHALL BE A MINIMUM OF 10 FEET BEYOND (7 e.ADEQUATE TRENCH SHEETING AND/OR SHORING SHALL BE PROVIDED BY THE CONTRACTOR AS REQUIRED BY OSHA ENTER THE DRAINAGE SYSTEM.LEAVE THE SITE,OR VIOLATE APPLICABLE WATER QUALITY STANDARDS. PROPERTY LINES AND S'BEYOND ANY EASEMENT. a PROP.OBSERVATION WELL Q7�� MAINTENANCE.REPLACEMENT,AND UPGRADING OF THE TESC PLAN IS THE RESPONSIBILITY OF THE AND WSHA. CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETE AND APPROVED BY THE CITY. 10.THE SEWER PIPE SHALL BE INSTALLED STARTING FROM DOWNSTREAM OF THE POINT OF CONNECTION ON z 7.THE PIPE SHALL BE INSTALLED BY FOLLOWHO THE FINISHED GRADE PROVIDE WHEREVER POSSIBLE.THE DEPTH OF 4.THE BOUNDARIES OF THE CLEARING LIMITS,SHOWN ON THE TESC PUN.SHALL BE CLEARLY FENCED THE EXISTING SEWER OR FROM A DESIGNATED STARTING POINT.THE SEWER PIPE SHALL BE INSTALLED WITH B PROP.WATER WEER c COVER SHALL BE TYPICALLY 36 INCHES(3 FEET).AND MAY BE UP TO 60 INCHES(5 FEET)WITH THE APPROVAL OF THE BELL END UPSTREAM. OR PUGGED IN THE FIELD PRIOR 70 STARTING CONSTRUCTION.NO DISTURBANCE BEYOND THE FENCED OR ® IX.STORM OVERFLOW THE CITY ENGANEM WATER MAINS UNDER TIRE STATE(OR COUNTY)HIGHWAYS SHALL MEET THE MINIMUM COVER FLAGGED CLEARING UNITS SHALL BE PERMITTED.THE FENCING AND/OR FLAGGING SHALL BE MAINTAINED 11.ADEQUATE TRENCH SHEETING AND/OR SHORING SHALL BE PROVIDED BY THE CONTRACTOR AS REQUIRED DEPTHS REQUIRED BY WSOOT(OR SNOHOMISH COUNTY). BY THE CONTRACTOR FOR THE DURATION OF THE CONSTRUCTION PROJECT. BY OSHA AND WISH& PEI IX.POWER VAULT 6 S.PPE JOINT DEFLECTIONS SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S REGOMMENOET MAXIMUM 5.THE TESC FApD411FS SHOWN ON THE PLANS ARE Tiff MINIMUM REQUHRFME7IS FOR THE ANTICIPATED DEFLECTIONS.BENDS MAY BE REQUIRED TO MAINTAIN PROPER WATER MAIN ALIGNMENT WITHW CASEMENTS OR PUBLIC SITE CONSTRUCTION,OURi NG THE CONSTRUCTION PERIOD.THESE TESC FACILITIES SHALL BE UPGRADED CO TO PREVENT WATER OR DEBRIS FROM DISCHARGING INTO TIE CITYS E%ISTING SEWER SYSTEM,THE o IX.P01YER LOCATE PANT cli AND ADDED TO AS NEEDED.FOR UNEXPECTED STORM EVENTS AND 70 REFLECT CHANGED CONDITIONS,AS CONTRACTOR SHALL INSTALL A PLUG IN THE CONNECTION MANHOLE I OR AS DIRECTED E THE CITY RIGHT-OF-WAY. INSPECTOR.THE PLUG SHALL NOT BE REMOVED UNTIL THE SEINER IS ACCEPTED BY THE CITY. REQUIRED BY THE CITY. EX.WATER LOCATE PAINT N r a 9.WAIF MAIN SHALL NOT PLACED UNDER SIDEWALK,CURBS,GUTTERS,OR ANY PERMANENT STRUCTURES 13.ALL SEWER LINES SHALL MAINTAIN A MINIMUM TO FEET HORIZONTAL CLEARANCE AND A MINIMUM OF N WITHOUT THE PRIOR APPROVAL OF THE CITY ENGINEER. B.THE CONTRACTOR SHALL PROVIDE THE CITY A 24-HOUR EMERGENCY CONTACT PHONE NUMBER OF THE 18 INCHES VERTICAL CLEARANCE FROM WATER LINES.S.SEE STANDARDS AND SPECIFICATIONS FOR ADDITIONAL y 2 CONTRACTOR'S CERTIFIED EROSION CONTROL SUPEFRVISOR PRIOR TO STARTING CONSTRUCTION. REQUIREMENTS AND ALTERNATIVES. GAS LOCATE PAINT �7 10.NO CONNECTION TO THE CITY WATER SYSTEM IS ALLOWED UNTIL THE NEW CONSTRUCTION PASSES PRESSURE AND PURITY BESTS.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 WITH THE CITY OF ARUNGTON STANDARD AND WSDOT rr, PROP.L.UMINNRE (� m NECESSARY TO ENSURE CONTINUED FUNCTION AND OPERATION. STANDARD SPECIFICATIONS 3/8-INCH MINUS MANUFACTURED CLEAN PEA GRAVEL IS THE REQUIRED BEDDING m 11.P DSRIOR TO MAKING CONNECTIONS TO THE EXISTING SYSTEM.CONTRACTOR SHALL FIELD VERIFY THE LOCATION. MATERIAL ALL PIPE SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION.THIS SHALL INCLUDE DEPTH AND MATERIAL OF STING WATER MAINS AT THE POI THAT POINT OF CONNECTION. 8.BETWEEN OCTOBER 1 AND APRIL 30,DISTURBED AREAS AT ARE TO 6E LEFT UNWORRIED FOR MORE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIALS AS WELL AS PROP.SPOT ELEVATION m THAN TWO(2)DAYS SHALL BE IMMEDIATELY COVERED BY MULCH,SOD OR PLASTIC COVEPING,BETWEEN PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT TIE ENTIRE SANITARY SEWERS.WHEN MAY 1 AND V, m 12.ALL WATER LINES SHALL BE A MINIMUM OF 10 FEET HORIZONTAL CLEARANCE FROM SA SEPTEMBER 30.DISTURBED AREAS THAT ARE TO BE LEFT UNWOBHED FOR MORE M 'E AN VEN LENGTH OF THE PIPE WILL BE SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE WATER LINES CROSS SEWER LINES,THE MINIMUM VERTICAL CLEARANCE SHALL BE 18 INCHES. (7)DAYS SHALL BE IMMEDIATELY COVERED BY SEEDING OR OTHER APPROVED METHODS. PROP.ORNAMENTAL TREE O 15.THE CONTRACTOR SHALL COMPACT TRENCH RENNIN THE CITY RIGHT-OF-WAY TO AT LEAST 13.TO FILL THE MAN FOR RUSHING,PRESSURE AND PURITY 7E515,THE CONTRACTOR IS RECWIWHED TO USE AN B.SEDIMENT DEPOSITS SHALL BE REMOVED FROM ALL CATCH BASINS,PRE-TREATMENT/SEDIMENT POIIO, 90x MAXIMUM DRY DENSITY FROM THE BOTTOM OF OF THE THE TRENCH 70 A DEPTH OF N 3'EEBE10W THE SURFACE. � J O .S APPROVED METER AND DCVA.THE HYDRANT SHALL REMAIN IN THE FULL OPEN POSITION TO PREVENT AND SEDIMENT TRAPS UPON REACHING A DEPTH OF 12 INCHES. THE TRENCH BACKFlLL MUST BE COMPACTED TO AT LEAST 95X MAXIMUM DENSITY WITHIN 3'OF THE PROP.GRASS U BAOG-SIPHONAGE THROUGH THE DRAIN HOLE AFTER SUCCESSFUL TES11N6.THE CONTRACTOR WILL TIE INTO THE SURFACE ASPHALT MUST BE COMPACTED TO MEET THE REOUIREMENTS ON THE PLANS ALL COMPACTION 4j EXISTING SYSTEM.USING OSNPECTED SLEEVES AND SPOOL PIECES 10.ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE NESTS ARE AT THE DEVELOPERS EXPENSE, N' 3 MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES.SHALL PROVIDE ADEQUATE STORAGE LL 0 14,THE CONTRACTOR SHALL CONTACT THE CITY FOR VALVE OPERATION.ONLY AUTHORIZED REPRESENTATIVES OF THE CAPACITY AND 94ALL BE CLEANED OUT ENTIRELY ONCE THE SITE IS STABILIZE-IF THE PERMANENT m CITY CAN OPERATE VALVES IN THE CITY WATER SYSTEM. FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM.THE FACILITY SHALL NOT BE USED AS � EIKISRING ASPHALT Q 15.THE CONTRACTOR IS HEREBY NOTIFIED THAT,SINCE FILU G AND R WILL LL BE DONE TIHRWCH A A TEMPORARY SETNNG BASIN. ADA NOTES rFF�I+**+'��1� Q d Q IS CROSS-CONNECTION CONTROL DEVICE.LOW VELOOTY FLOWS PAY fE ENCOUNTERED.THEREipNE,EVERY ATTEMPT 11.WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED.FAST GERMINATING GRASSES SHALL /�Vcc /1Ly SHALL BE MADE TO KEEP THE PIPE CLEAN DURING INSTALLATION.THIS MAY INCLUDE SWABBING TIE PIPE WITH BE APPLIED AT AN APPROXIMATE RATE OF 120 LEIS PER ACRE. THE FOLLOWING NOTES SHALL APPLY 70 HARDSCAPE FACILITIES WITHIN THE PUBLIC RIGHT-OF-WAY. PROPOSED ASPHALT Li. F•6 = CHLORINATED WATER. Q a 12.WHERE S1RAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED,IT SHALL BE APPLIED AT A 1.UNLESS OTHERWISE SPECIFIED ON THE PUNS,OR DIRECTED BY THE CITY ENGINEER,CROSS SLOPES OF NO THE NTR L-AND SHALL PERFORM TEMPORARY SOIL EROSION CI AND OTHER APPUC CONTROL,DUST CONTROL, MINIMUM THICKNESS OF 3 INCHES,OR 3.000 POUNDS PER ACRE. SIDEWALKS SHALL BE NOMINAL 1.5x CROSS SLOPES SHALL NOT BE LESS THAN IX NOR EXCEED 2X -SS- SANITARY SEWER LINE $ NOISE CONTROL.AND TRAFFIC CONTROL AS RECURRED BY THE CITY OR OTHER APPLICABLE AGENCIES, 3 17.CUTTING AND PATCHING OF ROAD WAYS SHALL CONFORM TO THE REQUIREMENTS OF THE RIGHT-OF-WAY PERMIT 13.SOIL STOCKPILES SHALL BE STABILIZED WITHIN 24 HOURS.WHEN ACTIVELY WORKING WITH THE SOIL -SD- STORM DRAIN SEVER LINE STOOMI.E.STABILIZATION BY GROUND COVER BMPS SHALL OCCUR AT THE END OF EACH WORK DAY. 2.MAXIMUM SLOPES SHOWN ON TIE PUNS REPRESENT THE MAXIMUM ALLOWABLE SLOPES PERMITTED BY -OHP- OVERHEAD POWER LINE OF THE CITY OR OWNER APPLICABLE AGENCY CURRENT ADA REQUIREMENTS. THE CONTRACTOR SHALL TAKE INTO CONSIDERATION CONSTRUCTION -UGP- UNDERGROUND POWER LINE W O a 18.INSTALL MEGA-LUGS AND THRUST BLOCKING ON ALL BENNDS. 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/ ♦n AND MAINTAINED FOR THE DURATION OF THE PRWECT. ADDITIONAL MEASURES MAY BE REQUIRED TO -9_ GAS LINE E INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 3.COMPLETED SIDEWALKS OR OTHER HARDSCAPE ELEMENTS THAT EXCEED MAXIMUM SPECIFIED SLOPES OR -T- UNDERGROUND TELEPHONE LINE Z_ U N ESTIMATED GRADING QUANTITIES 15.MAINTENANCE AND REPAIR OF TESC FACILITIES AND STRUCTURES SHALL BE CONDUCTED IMMEDIATELY ARE LESS THAN MINIMUM SPECIFIED SLOPES SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR A7 -%- FENCE � J Y CUT. 63 CU.VOS UPON RECOGNITION OF A PROBLEM OR YME14 THE TESC MEASURES BECOME DAMAGED. THE CONTRACTOR'S EXPENSE FILL 197 CU. JE YDS. 16.UPON COMPLETION OF THE PROCT,ALL BMP'S SHALL BE REMOVED FROM THE SITE AND RIGHT OF m N WAY. IF BMP'S ARE REWIRED TO REMAIN IN PLACE FOR FURTHER PROTECTION,ARRANGEMENTS FOR Q 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 CONTRACTUAL PURPOSES 17.ALL INFILTRATION FACIUTES SHALL BE PROTECTED FROM ALL COMPACTION BY CONSTRUCTION CONSTRUCTION DRAWING APPROVAL EQUIPMENT. N Y QUANTITIES CALCULATED BY AUTODESK LAND DESKTOP COMPOSITE METHOD. IRAs fYAN.PlF/AILS'BDY A[i(ICD AM).R950J1ED o m FILL MATERIAL WILL BE COMPCSED OF NATIVE MATERIAL AND IMPORTED STRUCTURAL FILL CRUSHED ROCK,CONCRETE AND ASPHALT WILL BE IMPORTED AND PLACED IRE mMIv slit ON-SITE FOR THE CONSTRUCTION OF THE PAVED AREAS. ORGANIC MATERIAL MAY BE 91: 201 001 • ' IMPORTED FOR CONSTRUCTION OF THE RAIN GARDENS cny OpHN w am O ., nes ArPplvAl Wltu/a 11 HAw44n 2 QF / a -- —————————- --——————-- ---- --- ----------7 ----\————i - -—/_------------------------------------- 1 I .• .i � �Ct ;.;i: ..a•I �.:... :::•:'1 .:.' ice- �{ ,: :•:•:.:,.•:•1 / 1 1 1 . r --.a+ _ �, 'sz a>Rc. su-J - 1 • I k 21 X 302' INhLTRATIbN TRENdH 1 . r } rt. -::::. :.:::t. 1 . :y �. L I w ��% ' 1:'::•::1;::'..:L.;::-t _ 1r-- ,' _ ;:�1 f :-.:l - -f'.� .-"'�1 _ _1 I"a'.1 1 �� \ '::�� . .�� 1l.. �1�' /�••••• };�.•'!�;' N w 1 a P� ROOF INFILTRATION 4'ROOF DRAIN 1 I U 1TRENCH) PROPOSED HANGER AI ) a ,�^b!� l 1 �-f 49 S.F. 1 OFF EL Y.=130.0 4'�''DD00FF DRAIN ADJUST CB RIM �.-:•.-'.• : /� CONNECT DRAIN CoihkECf TO IX. \��/� TO GRADE --- APPROXIMATE AREA OAF 1 TO EXISTING SYSTEM NAtN SYSTEM APPROXINA7E Of (IYPICJIL)a IXISIING D Jul SYS1D1 �- I- - - pO5tp10 ••:;1 1 I- I T ':.:1 '� Y:i•':.," ::.,.... I,.•;.r!�•._:-.... _ b�' �.'.Ii".:-"..`^.,. I:..;:p`:.:`"';T- 1•::::::::_:::'�:::1 t , ::;t `-t":'..;.,;..,j�•;.;:;! '~ -F i — — 1 .1 ��_�l�C { L•...t1 1 1. I 1 1 I F` I I } _ _ _ m G, G, _/ 1'.{•t;.::,: F.'•r'7: -: {•; :''I t•.;....-.•::.•.•. >7 t_: '.'':!-':;{.¢i I:':�:•;r.;:;:;.'; f-:;a?::'.'.:.:'.;''.t 12'D.I.SD•�. ._SA. <=-'f,'7 —.-4ri::t:::.,�,T�✓ - J:' .,`;%_:;' - -:ter=; -�`'# - '' ••---�•=-- -14-I� :Ac• - -- -.-� - --•-�.:=;r:_s:�•+ -.r_1�.-.-._ r^.�., ._:� -�:�=•f - Y-.^.�•+•- a—s •f :r:*ram---Y'^�r.h•.: sue•_^"', - :�.�-�- r , _ I -------------------------------------------- ---- .•.-.•.. --- -------------------- Q S TAXIUWE I�_..---------- -�/�-- -j.-- -r1--- --� z oY o_ 20 O 20 40 z z z it w f uj SCALE/N FEET lo o 0 - U C' U r- J----C --- -I ---t�-- - --- ----�-�t` ---� I--- - -- - - I 0 0 R CL.ANOUT TAXILANE 4'ROOF DRAIN (TYPICAL) z En I I E, ;:2- Xji2 X t31&r Iltl ItRA`ilO�J T EINCH a 4;;;::;c:`...;..`•; ;':'., :; , t• • n - N a p ---- - i f:::::i:;c;:;a 1.::': ) , +�DgPp r 1 ::...•. 1,:.. ; v t 1 r::•:•;: a ;:..;.: ..,:.,..1 1.`. I 8I1 PRO SED HANGS 1 Q .320 S.F. { ROOF DRAIN 5 y 4'ROOF N (TYPICAL) (TYPICAL) 4 I'.: I a 1 �i , I . . . � . 1 �. I . • f r-,�1 . .,r:.. .-:� , � ::� ' � : '; :..,; ' � :'�'1 ' �;�.'f; 'iJ• '(.''';'...}.'.;..•.,1 � . 4 !"' I f� � i Q I •:t . I 4 • . 4 u :I . I '.':R . ,.' :., ( I 4 1,.�r .T ' II :I ' L .1 4 7 ' �:- '' f•'1 4 Q J EL Z IN w I ' I . . . . . L- - • . , ;'.i . .f.0 . , f-:.. 1:`•i:::fC•'::.;1, . 1' I w t f Imo. `:1 IC':;'.;:.:. 1 1: :. •:•'J Q I- xC ✓-.-_ __ �' _ .'} _ - �.•' 'I - f .Lr+r-T--1.,' �.4 _ - I =" ..� ..`�"- L-� _ 'i•- - --- - I J s T ��=�1 �ROOF M7�ILTNAl10N I (� � TAXLANE 3 ------------------------ ---------------------- ------------ �D-------------------------TRENCH a --1——� U 0 -� aLIETAL CAP BASIN DIMENSIONS: r<7M rra6G W/LOCK Q � BASINS, A KCRlH B WEST BEAST (- 4Q I LENGTH 16 20 14 VARIES 3' VARIES' —3' 5' h1 } WIDTH 14 14 14 �- "` AMPSOL rOR O Z d R 100-YR 3.0' 2.75' 2.7' \� HAwyy Z AD%UATE IL C 7 a w Z Q W VARIES 20' VARIES IACIOU 3' VARIES 3'— 5'— � I Q 4'-6'PEAF. U /f1 3.5, tl M SLOPE WITHIN 5' � / �PIPE Q V R 2' OF TAXILANrS SHALL BE �� 16'LOAMY SAND NO GREATER THAN 2Xt. Nam° P1EV= 128. -•.''. �; ...:,._...., Lc_::•�-..:•,ti: 1B'LOAMY SAND 2'IiA1A q. ��1� ••♦ /J: �(\�[\ CONSTRUCTION ORA'MNG APPROVAL au Y 4'M-PERF G-,0- I II E r v yr�. Y• �. /?7/>/�FOOT PUTS SGF'•!..l 3.5' • /;, Y 1 2 64-22 �/ 4 m 'c1 FOR GF TAXIIANES SHALL BE HANGER ENTRANCE DETAIL fIOIE SLOPE WITHIN 5' 2'CSTC nn�ow rove Slro+a�'wv cv� taw SAND 20110017 PER W J'T 9�V.12(5) NO GREATER THAN 2S. N.T.S. OBSERVATION WELL DETAIL or. INFILTRATION WITRENCH DETAIL DAM[:;l-• Dk�i iL nus-PROVAL VALID Mae 18¢wna 4 OF 7 .. N.T.S. --- yQg;INsrALL OBSERVATION WELLS EVERY a J N.T.S. 50'OF TRENCH LENGTH PER DETNL RUNOFF WATER W/SEDIMENT GRATE ----- - ---- ------- ----------"1 - Ir tl EXISTING EXISTING EXISTING HANGER HANGER IL HANGER q FILTER FABRIC Raw— awe a MATERIAL INSERT EM T SCDOAENT CATCH BASIN - — EXISTING EXISTING A9 HANGER HANGERS DIGrFIZEO u FROM AERIAL PHOTO C) (TYPICAL) TEMPORARY INLET PROTECTIONN 12'c NOT TO i E Z 1111111111717Z111111177 6/ �G L/R/A Z(Tdd"e0) T i Z 1)'rl X QUARRY 2 -/- I S 0 I I) P BE Ut CONSTUCTION SEQUENCE rl-. 1. HOLD A PRE-CONSTRUCTION MEETING. AD SED CL > r -- f�- :--,I F�-- Z RAO OR FENCE CLEARING UNITS, > >- 3. INSTALL INLET PROTECTION. tO :C 0 y(n In L7--- -J L7 71 L-1 --�J v- Vi lz)�Nll I 4, GRAN"INSTALL CMSMW110N ENTRANCE y J7-:�! - )IN INSTALL PERIMETER PROTECTION TILT FENCE BRUSHi BARRIERS,ECT.) IT. GRADE AND STABILIZE CONSTRUCTION ROADS. O 7. CONSTRUCT SURFACE WATER CONTROLS(INTERCEPTOR DIKES,PIPE TAXILANE !iOPES,DRKNS,ECT.)��W'�LTMEOUSLY MATH CLEARING AND GRADING SW-*ff UNE FOR PR,'),rCT L�BCLOPW::NT IT. MAINTAIN FR0'.z4C'fl CON MOIL WF.Ki,Ri S. OR 116TA1 NEW M-ADJ,',- 50 THAT AS TH E liTE CCt4lNrvffS 04�4CZ.714E FN-OSICN AND S4�FWENT z C3 CONTROL IS ALWAYS IN ACCORDANCE VAN 1- ECOLOW EROSION L Ku pRomcrm ON MANUFACTURES RECOMMENDATIONS. DEPARTMENT OF 5; AM SIMMENTaTROL STANDARDS AND 0 z EX STORM STRIJCPJRE 9. INFILTRATION FACILITIES SHALL BE CONSTRUCTED AT THE LATEST STAGE POSSIBLE TO LINT THE AMOUNT OF CONSTRUCTION TRAFFIC IMPACT TO 0 0 THE FACILITIES 0 C-3 10.SEE OR SOD ANY AREAS TO REMAIN UNWDRKED FOR MORE THAN 30 o EXISTING XISTING EXISTING DAYS. HANGER % IT.UPON COMPLEVON OF THE PROECT,STA131UZE ALL DISTURBED AREAS OTT AND REMOVE BMPo6 IF APPROPRIATE 0 12. CONTRACTOR 94ALL ENSURE THE LOAMY SAND IN THE INPLT)Wi N El HANGER HANGER z BASM 95 A MINIMUM OF Ir DEEP. THIS MAY REQUIRE SEPARATION z OF SOILS DURING CONSTRUCTION OF INFILTRATION TRENCHES. 2 w (A V) < Jo o Jo 670 SCALE IN FEET IMPERVIOUS AREA: I cl, EXISTING, PROPOSED* URI. 1 T� ti'."� \.0 ENTRANCES 25,142 S.F. 24.717 S.F. TAXILANE BUILDINGS 26.393 S.F. 43,469 S.F. TOTAL 51,535 S.F. 68,186 S.F. E Fr-- PERVIOUS AREA: V-\ GRASS 28,419 S.F. " \ r4) 14 o II SPAM (TO BE z 5 6 EXISTING CONDITIONS fx NQ -*d 1. SEE SURVEY NOTES FOR SOURCE OF EASIING DATA. z HIP I Z z EXISTING HANGER El (TO BE REMOVED) I I I 13,200 S.F. 0 z < z LL- a. 0 17-7; 0 0 cL W 0 z - ——————————————-- ——— ————— ———————————— —---———————— 0 w W w Of E z < E R I CONSTRUCTION DRAVANG APPROVAL 20110017 DAIS ms AP PR DV&V"FYK 15 mQ w O 3 OF 7 a z -- -------------- c� ) �a T � � H I TAXILANE ---- ---- -- - - ----- ---- -- ----- I FF��+ p I r•- I 1 I � T I' 1 I I l 1 1 I I 1 1 1 1 I 1 // b N _ 1 .- i - 1 ---.1 t 1 '1 1 '1 t. l Ln z_ R , :1 - 1 .:1 - �f•'. --I I I it .:1 1 -'I -P. -'1 �., 1 1 1-�:' l I '•_.� • ❑ I • - , 'l 1 1 (.•. I 1 I I I I ', 1 'J 1 l I t I 1 1 I I � � � �n •'.I t I '-.1- 1 '-..I -, , ..-t' 1 ., ," .".I - I "-:i - 1 -1 1 �,".I - I 1 1 I I � � w pV,ti I ".1 1 "'1 •', f I.: :t ':-1 I -'1 1 : .:t 1 - .,.1 1 t 1� _ M I I � I PROPOSED HANGER A �I I: 21,149 S.F. 1 _ FF ELEV.=130.0 • - I m x x x CV=i 1 IY Y VI � r � a •c= _ Y_i� -;T4 __may'-.- ., —�--i.�:4�� h...:._": �i•r �—F'- —^f�-rf- '�"�1.� •a _ •. J':'" '„1��- T'-1_ _ - —r----- -- --- I Z __ _ —_ _ _ _3".. _ _1 .t____�_l l_-- _J' L�____�1 W W W Z _ % ———————— W . O: f I EX.•SSMH RIM=129.95• r TAXIIANE IE(S)=120.63 (8- PVC) MONIIDPo RIM-1 43 LE 6'SS O 3.OS I I EX. SSMH RIM=129.93 IHOLE g IE(W)=120.59 (6' PVC) IE(N)-121.65(6•PVC) (BORE UNDER ASPIK7) I I IE(W)-119.72 (8- PVC) I Z - - - IE(E)-120.49 (6- PVC) IE(S)-121M(5-PVC) _ _ I I "IE(NE)-119.6E (8- PVC) I---._ i -- --1 - 1.92 Li SS MAIN I I I O n a - m I - - --��- -� --.ram--��.-------- ---- ------APPROX IE--24 ----- ----J� o r L1yyJ, �� Nz' — --1--—--—---———— --- —---- I F-- O N iv)In L--------- a iW,c n cv 0 20 0 20 40 a3�yv SCALE/N FEET O WATER COSTRUCTION NOTES-77 , r-- c---------:-------_----- . - ------ ---- - ---- -�,�.,_ ��- -- -- -.._- -- --- -- ---- -- -- ---, 1O 1 - 5/6• WATER METER 3 I —� mw i O 1 - 82•G.VB(FLxMJ)CER (MJxFL) E I 4 - TAXILANE Z - - - 4 I - — _ .__ _. -- __ -- — = F = = ASSEMBLY _ - 1 FIRE HYDRANT I r- � �--- --1 I'- `--'— 7 r---------1 - r--_--_ � r__---'--� r --� , - r---- - - I � 1 B• TEE (FL) -1—--—t- -----r--—r _....._-1-—--1—--7—- �—f'_^"r i'�-'�— _�" I —'(� 2- 6' G.V. (FLxMJ) • . • L ! } I. • 1 Y "I I 1 - 6' G.V. (FLxMJ) 6' X 6• REDUCER FL i . . . I:• _:�. . ' ' I 'rlTHRUST BLOCK ( ) M ::i I I I i ':1. .I --1 . t --.1 . ' < I.. I C 1 - 5' CAP (MJ) W/2• IP ED HOLE 0 I "-._� ( . \ I �' '- I 1 - BLOW THROFF ASSEMBLY Q Z m I , I . I I', I 1 - TEMP. ECOLOGY BLOCK N t. PROPOSED HANGER B I. i I ::,:(',. 22,320 S.F. ' I is Of FF ELEV.=130.5 W c I li K Ili I . . • • . 1 :1 . '�.� � • j .'.I ' I :.� .L: ',j • 11 I :'ll ') .I 1 . I I. -1 11 1 '.1 ' I-. .,1 , I -.-, '.1 , 1. �:1 . 1 "1 . I .I . 1 1 . . • I 1 Z �I I . . . . . I 1 1 • , .._I .1. -.I • t ::� . Y ti .I': 1 . I :1 1 -:1 ,1 ',I , W (n 1:-: -I II L: :'1 I ::, iI I: ., 11 I li Q 2 I \N .I `.I • 4 -;,� , I;:. 't , .-, . ':I . 1:: l'I . I :.) 1 I '�I . 1:. :1 . 1 . g E -\ I / t_ J .t_ _J L J -L J TAXILANE. j V � E I 3 2 I Q -��\- I CONSTRUCTION DRAWING APPROVAL N � I 476 LF.0"D.I. WATER MAIN K -J Y 1 — ——— —— —————•—— A6S/YAN 9lFINAS HFN.dIExfD ANO AgiFtlk'D r� ..II mL----- ------------------------------��----�---....----------- — -- -- ------------------- Ai<x re-miaima'ov m><enrov.vtz-r Lol100f7 v N OA1E O "S AP-OVAL VAW i 19 YONiNS 5 OC 7a I D-7//4'NA NWHWU M,LAN STD.11 f LOCK THIRD 3XDE SEINER �•MMWOIE 1�7A1lFD PLLN RB SEE RCODsm N RN4TA.OR R%NATED TAa!IS 13 7HTMERE'DRU CHADNNO QIIE IAC�AT S f RLYUNKD DY CITY COIKLTp1 rwc U A o GS PPE TYPE WMCT TN 14001E n REE NOTE• 4-1/2 PUMPER PIaSTC % E TRP HDIE SEE NOTE S aG 8'MIN GINGERS 8'MIN DMODTS Sv -PORE. DI• % BREAK"AT BOLTS VALK 00.rCA AND RREAXA%WY J SW PWI W-1A0 •p PIPE TO W CL 62 OR GREATER _- B'DASKELFD OPERARNC ROO SEE NOTE 9 AND 8'OR LVLOEIL c2 CAP COUPLING Y SIDE Sf:T11R (! `1 SIOF SEWER �Pi T AND COVRW \ / THANONE SIZEPIPE�ER I I S N ~- �- LABELED'SEWER' CONCRETE PAD -IIIMxCO TEE OR ` J I SA ® 4J T DAS9 4000 SEE NOTE R LENGTH V'AMS @A'WO TAMPNO TEE(FL) C9 WW y ,'.O,AT-2.A! ' t%wCNUC fa isCtO 7 I I 1 (�] Z 1• • . .�wY !•A•, 1„ SURFACC '--LJ/ rIEG611X THETA DR t: t:: ' .�':w UNPAVED A PEAR IR a AaDA E M Has (JT g .A A� IFz, �Ujti • umo.iC .Erro p2-l2' VIM Fi FLO, SFUCAE PODS IO N Male cwoa ELEVATION CFRMC TITC Bcc rWrt a o ANw. GROUT FfAfll I GONG 9LD B'RE4IUEM SEAT GATE O D O GONG BLOCK a*CONTENT lNW DIP VALVE OUYH),NVELIFR,MH wYE D 0 1hFii[0 ROCK WIN,11Naglp JOIN OIF MPRO.tD EDWL (sm wolc 2) yMY O u O NaiiM�''. 1-1/2'WINDS RVLT VP U.%CRETE LTX CIIMYKL OMOLRS 1. MMNRANIB AND ALL 929 RELIANT NT O MUELL R U ER C STANDARDS AND 5I)PLL BE OF S1AlIDARO MANUFACNRE(MeH 9CD flEDAM OR NUELLER SUPER CENTURION RSD ONLY). b 1.f.S SQOACE SAWLE W/ODUBIE STAINlP.55 STEEL SIHAP ON DIRECT TAP CC THf�M..RP SEE TI91E " �� 1.1 ABOVE. PAT!®AR51L5 T^^ 7. HYDRANT CENTER LL THE xIRON SHALL BE 3'AM LACE OF COr tl CMI T A x0 M 0.T[21f IX V -T FOONtHT SHALL BE Y IRON RIpO-OF-WaY NN7 A NINIWM Oi 5'FROM 1HV,flEa WEE. {f 1"BALL VALVE CORPORATE STOP Ofl%COMPRESSION WITH KEY FACING UP,HUELLEA OR fDRO ONLY. } ODS-2AR /{,; tiE � 3. ONE a'To 4-1/:•AIaN9(Poor W/N.S.T.AND STDAL ADAPTER ASSEMBLY.PUMPER PORT TO BE FACING (D 1',w1K_m C AY9 POn NIGH SF.Mf.E PPP.(l0D PS'I RATIN[s)WR11 STWNNg fl[[L S11Atl,El(aYO m Y Y y SLOPE L.d.. iC. STREET OR ROAdN•Y Tp(1HE FIRE ENGINE ACCESS. 10 GN1EL FgAp COPPER TRACER WRE WRAPPED MOUND THE PIPE MID ATTACHED ON DOM ENDS. 77pL. _,cfl :D' I 1. 1NU 2-1/2-HOSE PORTS W/HST.AND 1-1/4'CPERAITNG NUS Q rOR%A-X.V4-M[I X A 1'COMPRISSIGN ANBIE METER CALL MSwE r B/d'METER IS RMUMD. FOR / MCTER,A 1'COIIPRCISIDN AKCLC MUTER BALL VALVE.1'METER IS RWUIRM HAIL NLM ARE 4 / 12"CAST WN L RING RING AND COVER S. DETAIL OJAA7 POSTS FOR VEHICULAR TRNPIC PROTECTION IF REQUIRED BY CITY ENGINEER PER SIG, LocwY/lL DETAIL W-03A fi METER SMALL BE INSTALLED Br CRY unuriES DMSION M ONNERF EIPEASE. } OLYMPIC M1023 OR APPROVED EOUAL O B. TIISMLL YLYL/'ODNtSURR PAD(SCAT IT )MOUND ENDGAME IN IpPC AREAS WITH ANY,'lCii PUJIIER m N BERr4 WYIING C MRRRDuxO HTORIWT W/NLL pO'1H A CONCI2TC PAD WITH I/4'JORn N1T[MJL Q AT BOX SIVLL BE MIQSTATES PLASTICS 1724-12 WJ60UD DI UO WITH 13/4'FKKE FEU!TOUCH � DC10RC%ACNIO C0/XRER. RTAD PAD 5_ 7. HYDRANT RIP!TO BE a CEMENT LINED DUCNIE IRON PIPE CLASS 52 WITH BESIRNNED JOINTS(MEDALUO Q D/E'c J/4'METERS RWVIRE A J/4'ATKI METER CASK CDV r x B/R'wETM WITH A JJ4"MIPT a IX N NOTES: OR APDRO4D EQUAL),HYDRANT RUN LOHOLR THAN BO FEET SMALL B'OM.OR LARGER. K 1'DDLDBFS4CI1/OVIBN I'METFTT REQUIRES A 1'RNC E MF7(R CHECK COVPINC E 1"METER. Y 1. LLEAN-OUT PIPE AND FITTINGS SWELL BE THE SAME MATERIAL AS THE SEWER MAIN. B. --GALV.SHACKLE RUDE WITH THE EYE ROM AT BOAR ENDS REQUIRED FROM VALVE TO HTOW'M. Q 1'COMPRESSION.FIPT ADAPTER WITH 1"PLASTIC PLUG. O 1 A S IIIIARY TEE,SHEEP,OR STRAIGHT TEE 15 NOT AOCEP EKE. N ro'M N. FIRE MTG3 BPLL H .BE FAWRD WITH D410 TWO C OF HIGH GLOSS EOAPMEM TELWF'RUST-0IAIN' 4V EXTEND SERVICE PIPE 10'BEYOND PROPERTY UNE AND AM ADDm014AL 5'BEYOND EaffidwT LINE, 5F- 3. SERIPH ST R EMLL BE EMDED 10'BEYOND PROPERTY LINE AND 5'BEYOND UTILRY CASEMENTS TO TYPE PAW' � W w w PREYrTIT N RDE TO CLEAN-OUT AND NWMIM CONFLICTS WITH OTHER UDL103 WHEN SERVICE TO METER LENGTH BLINK SLAB. Of M PLIED BUILDING 15 ACCOMPLISHED 10.NaULL N UMPAV4'CONCRETE PAD(3000 f SO AROUND VALVE BOX AND 96'x4B"E4'FOR MULTIPLE VALVE 2 2 3_ 41'TWE I DR F SEMI!MNYLNE BORL(S IN UM11Nm MG pp @YTIfOT al']FOIDfC 1DYp I•�� rJDutlmrr{II>�tr FONe !.lA%uM III'TAII_ - iWFPmF r F®T1C N00 sTANA4C Y1LA YNRN DA D[TFUC A I U U U STANu40 nL. _ �STANDARD DETAILS fNAVOAM nA: STANDARD DETAIL RBMIA ° �nMr• STANDARD DETAIL riuwLR �� STANDARD DETAILS xuwu 0/O' % 3/4' k 1' uOT71T'OSINC MANHOLE S5 130 •C� m TAME CLEANORT ,SS-0S0 1:'iRE ELYDRINT ABRE11' W-010 RRSWENSTAL WATER SERVICE W—a40 } MY to h N M w FNPL JOIN MUSE- I 1 W Y Z BE fiAM-0VI ll Y WY + ( REOIIIRED Pf0.EUEM SpWGUT(TTP,) ) ^ N N 10 d.a ASPHALT U/.OSIIAIGCD RESWRARON PFR IXISIIMC PSYH4LT aGRROUA9 333 SURFACE RESTaRARDN &`MIT CONORM DDSnuO PAVEMENT O J •` -.+ Y NAPELiFYD SEE OTE 3) / SVR/Acc CONPAt.Tm F}ISi1YC CELCM COF I i�(ITUL COMONEIE Q PIPE \ \ O PL.ai[ �• E J t. r� CROSS WITH PLUG co APAcrcD IRErucx WAY T#(EIP RN h Q� BACKFILL(SEE NOTE 1) Z Aa144AV trQCl11C(J'LMC a COMPACTED FVV• JOrtt MUST REPIAf9,iYI PATCH TO BE 1' .,•!' GRAN - •L•% '1 '•'P;.�- BC CUT THICKER PLAC 11NT ATCH TO B I' IAAR r.•� DACI(NLL i'.' PIPE TE ZONE— THRUST (SEE NOTES 2) 1Y 1/A'SIEFl Ely SIT)DE 4 PERILKSTAG ..-.. / PLATE CAINCRIFTE No- Ica PLUGGED TEE HORRONTAL BEND OV `:' 4PiAieR°AL uABA"i o"sa u� I J T- VI F]RSTING ASpFIALT CONCRETE OVER PRETAIIRFD GRADE DN Ec DL(aaMc AS, vlPr CA+lY° J YAD:CAA TREFER Q �i\A i eea0la} ROCK AREA DOUSTS , /A H TO THE Of ROE ERnktuO°xr oAicHaTe 1 EMltvEMo N r d L UNPAVED AREA PA�� OZ/ N W AI ,GREW MUST 1/BC10311NAV rALVdISLY IX6TEO P��ap IL '{ # ''ARBLOCK Q OF PPE AND f w SAW-CUD I1 I _ ` ii CIW THRUST eUMDETAIL _j Z IXILTINC CEMENT- TEE PIPE� 1. TRENCH DAGIQTLL SHALL BE U O CONCRETE 1" U 3 L (7 COF r Ti 0.00E AREAEv SOUP.%C RR(SEE S1D DETAIL NO II NQiES7 s IMtE1 AREA,440141YA4 BACCRL A4 AFPHO.fO M IOCX AMC(.DR T'FR VSODi AN/ INN,NLT A aN11MYO1 sus lwve ALNF.aA1Ta 1. LOCATION AND SUE Of"CI NC FOR PM UPRCEY TTW4 12'OVACEN AND FOR SOIL TYPES R- OCT.OR B/0'VIM CRLASI[D DURFApf/0,M MPfiOVED MATM1L M4TFRPL L.f� W W Ig YOD 1 ON' W QY mv�, tl i•ROD 11 1 P ON}TRENT IWJ SHOYJ SFNEL BE DETERNITIED BY THE CITY INOMPIL LD D TO h1:4W wNGIRM MUM. a VaNnNG GE MDM CONCRETE OVER PRP/(RID GRADE MRLIN wo TO: R rwa tr 1/C aD ¢tw DR ITJK wn a DR nua Y Gr Ilr 2 ALL ROCRCFOR TOR NMIAL I NV 0%(IgVRL9N H A¢�1" ►Hto TNIWL .LNP NLD AKA 06CCTW.HEARER MAITJTAA—IAAY NW a111oN l Of 8'ESAw DNYRID GR RLL 1110341 COMRCTFD 10 952 All SMI O,NSIR. WSDm B-03.IB,CDMPAMG TO THEN of MAXIMUM DENSUT. 3, ALL POW®UREA ROCKS SIW L BE DKKRUED AFTER MINYUJ 1 DAY. PRESSURE TESTING SMALL Ay m T OK1Ol AFTER DOFIE%E1E HIS REACHED,tAVrRf1N.E STRENGTH(Yc). 2. GRAVEL DWCKFILL FOR PIPE ZONE BEDDING SMALL BE SELECTED GRANULAR MATERIAL PER c NOW. - 4. Ad�TOM CONCRETE Cl.JODD-1 GOP P9). WSOOT 9-DB.12(R),ITASHFD SAND,OR APPRDIED SUITABLE EKCAVAIm MATERIAL MTH E.R. D 5. RLOGI NC ACANNT MRMQS SMALL RFAA ACA;NCf THE CRGTLTT RTTINC SURFACE MALA POESHS OUC 'Q 1.a IAD6116 n ROAa4Y ATAa slue tl Is+anLun A:ro ACOIKn W.TEMPORARY SHVU IpC ODt47R OR ENUILC6E BELL ENDS,NONE BOLTS OR DlMlOS.ACCESS TO ODLTS FAO DMus MAXIMUM OMENSKKN OF 1-1/2"COMPACTED 70 95X OF MAXIMUM DENSITY BY APPROVED ASWA1 M llE END OF EACH WORK DAY,UNLESS PERMISSION IS WWTED TO DO OTHERWISE ®IF MDLDCI'RACKS WAY BE USED IN LIEU ALL M M PROSTOm. wuD-HEW TDOIS OF POURED-IN-PLACE BLOCAING FOR a ALL IOIBOOIFFK BLOCItnO TLRISF ANGERS SMALL M CODOFLO DH TMC 3. EXCAVATE FOR THE PIPE BELL TO ENSURE UNIFORM SUPPORT FOR THE PPE BARBEL, 3 BY THE GIY[TFGDREF. FITTINGS IN SHOOED PORTION OF TABLE 7• MIE'RE T"OUI®"N"F_BLOGSNO IS RE OM AT A POLAR OF CONN0.RIDR W AN EXISTING /y ZO Mf,TEFp.Iy1,iHC DIDGNF4G 5114E BE INSTALLED PRIOR TO CONNECTION IWOILAR POSSIBLE DR AS 4. UNPAVED AREA SHALL BE RESTORED WITH a TOP SOIL,FTRTIUZER AND SEED,OR AS ILLIL. RESTRAINED JOINTS NUB.BE USED. yAL>:TCp E{U£CRY ENRIIEER 2. ALL YEWORWM PATCHES ON TRENCHES WU BE PERMANENTLY PATCHED WITHIN 2 WEEKS OF a T[IIFPpPAaR{0.11RTIC,U IISCO.SI:HL N_APPROVED IPA M CITE'EAONEER. SPEDFKD. PAVEMENT RESTORATION SHALL BE GONE PER RIGHT-OFWAY USE PERMD,OR L� .o COMM1EDOW OF WORK WARN THE ROADAW AREA FOR MOTS SEE SAD DETAIL NO W-165 AS SPECFIED. ^ O a V U m avaRFm7N�,.IRIMO ait m.aVR OR 1,u Tuv'JW+[-:'uL JIM IED HAIL TY STARD5R9 4nMl_ A,MF1R Ell YOAtl1fPT OF}!Q!NOSQ O RMA161E Gr PNaAC R� ` Y HINHYermRF oP P®D@ 1Gm L a STANDARD PLANS xu1EEA �"" wAr■R _ xuwv Z STAN➢ARC DETAILS RJERLY STANDARD DETAli.B w� STANDARD D13TAILS E o •� M_ A . s TID(IIST BIDCK W-180 THRUST BTaECK W-165 M TYPICAL TRENCH DETAIL W-270 (� � N Ar PAVRJABNT'PATCH R-1`I:0 e C ♦ U tp N Atl < O CONSTRUCTION DRAWING APPROVAL N N Y OAF AYwM pWSy MS ATIN.KDYDFD MO 4'Fwo Mo Ar wRx„ffDYMwAWMui,aFE n FL 20110017 OtA E.D.- CAM �5 A�Dww Y.w Ilan 1.Ma%K 6 of 7 a • � aA RUNWAY �+ rm Aim roR 11%A*nftA r%91TCK?T�•MCCOMRUNWAY PROTECTION �, �RICEll ROOsI ve 11 Is 11 CENTERLINE ZONE p 3 ITY W tx „ 500' 135' LLJ - -- - y 5 1 Ay b a b LL MAX. BUILDING H IURASVCAtF9 k6 IT �- €�� l j - 6 !� ELEV. = 149.0' z N w 6+ AOD G A. MAX. BUILDING ,� v+ HEIGHT = 19.0 7:1 RT( R. . R u. .. EL=129.73--------------------- FINISHED ® TvA e BLOCK IS. =11 FLOOR=130.0' P4 ' e �•s. TMR BUILDING A ' BLOCK A+ �• FUSION B AlEa z U IL ronaE FAZE `� FFDKY L No G Twaaum EDOux.THE: ARlJ1 51VLKll RGIE �uof UNW Y PROTEC'TION ZONE - BUILDING "A" HEIGHT ►� o BECKON A'A OIDOt NFACIIAED IN >\ :; ,.•� •�'• '\ NOT TO SCALE roc RLIx11 rol uv.'.>a�u•A10 m vtncu.erlw. 4 RUIOIBLCIOL3 RUNWAY m6 o � ` PROTECTION F 4 CDYFACT LMD.p. TYPE A 1� DTnc'oa it pA A n w•• TA. " umlo A A rn ZONE •_ lz I IS z, RUNWAY CENTERLINE 24' } m %�"• a 500' Ll Y y �IFR1� TWC Y 61ps9q . • .:1 1. LOCATION AND SIZE OF RIOCIDIC FOR APE IAACER THAN 127 DIAMETER AND FOR SOIL TYPE _ A •. 11VOf�FWCA[M 1Fi4N SHOWN[NHl BE OLT6116FED W THE CRY ENCAR7R o` E Q� b4 - :'�;+' ' e,' "•' s �� MAX. BUILDING 2. ALL BLOCKING FOR VERTICAL FRTINSS(POURED IN PLAM SHALL BEAR AGAINST UNLTSTURSED NATNE Q BI t Yv 1 1 } GROUND. 19j6 a h �n by .'n.-•:, • �.. —_ m(In 3. ALL POURED THRUST BLOCKS REACH BE OMPRLLEO SM GTHWOVAIN 1 DAY MF7OWIC ftlTHO 9'!AL IS ' HEIGHTBUI 22.7 - u tlLC1AR AFTER CONCRETE HAS REACHED COMPRESSIVE EIiRNGT1 0'c) 2 a o •.. :' EL=130.5' ------------------{. All BLOCKING SHALL BE CONCRETE CL 3(%10-1 (3ODD p.Q. - •.a.� FINISHED ¢y S AT'IER INSTALLATION,SHACKLE RODS&T.NNSXKLES SHALL BE CLEWED AND COATED WITH 2 COATS 30D % FLOOR=130.5' z o y OF ASPHALTIC VARNISH,ROYSTON ROYKOTE 4612M DR APPROVED EQUAL. 'IA • •A'•''--�• '•, BUILDING B N e. SH4CKLE RODS SHALL BE FUSON BONDED EPW COATED ROUND MILD STEEL AM A M. > to tl 7. VWC.9N1 MIM MYM TALL MV M NST THE D YET 1-0 WL AGT OUT TY�IS l..l W W W SHUL TOT COAT OR EIK.LDSE BELL SAD%JOINT BOLTS OR OLANS RFASONLaE AOCESI 10 BOLTS MR ND SEE STD DETAIL NO W-1T5 nA CLANGS LIM BEPRONDEA RUNWAY PROTECTION ZONE - BUILDING "B" HEIGHT 0 0 0 _ ci 0„max Sam mFLRRu.� Sr.Maa6 RxAt NOT TO SCALE .nrm STANDARD DETAILS �, 110 RavI.1I STANDARD DETAILS NUY�R V V Fr.�w VERTIC6L THRUST BLOC% } VERTICAL THP.UST BIACK TYPE C N-17D m 1N-175 TrPE s rxPR B NOTES: z "' N o " 1. POINTS AT RUNWAY AND BUILDING CORNERS PROVIDED BY HUEY SURVEYING ON 8.8.11. w 2. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ALL ELEVATIONS PRIOR TO CONSTRUCTION. W N N 2_ IF• O N �In VG ¢ \\\Ivey o '1 io z yw o o E +ate U QQ� E m z_ z 9 q' `V W a Z Q X o Z (� (-9 Ua Z as Q a z a Iro O E N Q v N CONSTRUCTION DRAWING APPROVAL Y TART A'AN 9YfFf/A/.SLk'1'A'.4ET/EIMFD MO AN9D71ED m ,a�cawm"•av�cphw 2427 BY. 20110017 a My&,A, - n OARG 0 a 1MR AAAMOKIL NYp«w a IAavnr. 7 OF 7 i Ly7LU N Ugh K W o ❑p3 d N nP m° �Fa w Z a ao N a o�n n oM oar L+.1 Q mx 2 LL o Npc g' ox m_o Y f �O 2m 2 m ¢o my niry �� ni ryo$ m a J cox! III i i,� a a Q. . C7 0 Z wwom r' Z ca `�a Fain -6.2— °� a Ooo Z �'I E zz I mw Norma o°n E'm�N qmo z-s a s �'+� J x O win Ln W ` MOM,Sx,S MOM,Sx,S Z a °' o N c G N n 91 z s° N w a f O O O w,w€m = mJa N`IIM°c mroou oon w�aw° In c $oz M a ^ ff 0 a? C. Ws lys. 3: a J x z" ;mN rn N'nE zau ryiz A� ma �a Q rn W I` 'll ZO os $ca�ln ou°i� smsvlz N N O N I' r• ti��p N Y e� III II I 8 16 LU ' ,Z ,Z „O-,*l I� i OCP N Al `� =k I I I N a „ N ' w I I � a I a S-- I b H N° W � 03 w= I W J J / o N LIJ opq _5 II II I n r Li y yo a io ' o W zm I I I I ®®® WU 1 �" Wa Z I W .O K _ J ,y IIVM acicz 4' ----- l1V3S I I o za n — I , oz o z I ' > z �I o z\ I � w LLJ ° II II z ¢mV - z 1 w� 3 rc i�'o c°i az a A, mF p V✓� O Z nJ �� ao y pmw�' m wS 0 J I m rn a o w o� Q✓o+ _III &dw oa I , �a+ `� o n� 0 d N 1 $ -j w zH o i zy c$ ' °o �.. w n�xoF �mN"'� II g •� r �w�-• n o wo cm v v 3�03t Zlw O ma \ \ m3w� Z_..vN Ijl U aU2�p Ont U C... i� usdav5 IIIN III N�N� �Fh \NW I O IL 1\ m m N O j o > m N ° Q' - � �o�� mK^Poi •� p. 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