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Home My WebLink About17725 48th Dr NE_077551_2026 h� 'NSPECTION REPORT • Permit No.: o-t -7 SS-I Lot #: Address: 0 7 Z� 148"' 0/L. Contractor: rS�-r,�+n.� • Owner: Date: /(—I6--0-7 *APPROVAL ❑ PARTIAL APPROVAL ❑ 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. l sue-. iN 1.� G�LCiV iJb,.nn.ylL �PP1�-�u�a Inspector: �i� - Date: LI/—/7 w7 TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing O_Groundwork p �N ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: +om-r- INSPECTION REPORT 0 33 Permit No.: 0-7 755/ Lot#: Y'b 2 Address: 1-7-7 z5 4i? y2 Contractor: • Owner: 466A-rx►-rc c' Date: /0—/9-0 7 ❑ APPROVAL L APPROVAL ❑ VIOLATION CO 7RECTION 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. /f o P&-r , s -r I S S cI �YJ !N e4S7 5r-7 /Zc 0 i "-J o eX -TITS 7— pis - -myk-o +Fria.K e,v __ Inspector: Date: /o —/`i—o-z TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing 51 Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: ,VSPECTION REPORT Permit No.: o-7 -7 SSi Lot#: Address: r-i-i z.s Ll�A o:z Contractor: Aa 136 • Owner: Date: i Z- `APPROVAL ❑ PARTIAL APPROVAL ❑ 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. O I� T%3 ef r--t t,-" Inspector: Date: / Z-3—o 9 TYPE 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 ❑ Other: 'NSPECTION REPORT • Permit No.: 07 755'1 Lot#: Address: 1 7 7 ZS 12✓L Contractor: r4 b 6Ta Yus • Owner: Date: /Z-f��B ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION -4-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. nn e`S fin. f)rvr, ...i S[ 4•J Act- 1 r n9 S i�",-sn.. tea->--rt- ,.i 1�r't,:sue-i:, ^-L- .�T •,�tTt. L,!1J3- r N s r-cl.-v 1-7�•4-..�b�-r t_ �� T74-► 2 S T cvL,4rv- � ,r Inspector:- Date: AL-I-a Q TYPE 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 ❑ Other: INSPECTION REPORT • Permit No.: eni-7— -7S, ( Lot #: Address: fV ! 77 Z5— if S D� . Contractor: 1q-6 8, Tyq--►-c t5_ ' . Owner: Date: Z. - z) $ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CAJ„1�435-0674 FOR RE-INSPECTION /-24 hour notice required. tj Oh oliFC/- w `/Jfs .0 .f p Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing J&Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage F6\Insulation ❑ Other: r INSPECTION REPORT • Permit No.:07-215�l Lot #: Address: /7 7o;L 57— q 9t"eo, N,F. Contractor: � Am._ • Owner: Date: APPROVAL ❑ PARTIAL APPROVAL 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. 4F -r i Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor *Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork �-_Pq Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: %!" /4 �1jJ4 INSPECTION REPORT Permit No.: O 7 7 SS/Lot#: aa Address: / 7 7 -S`- 419 T" ,fir Contractor: _n r , Owner: Date: - C� ❑ APPROVAL Ad PARTIAL APPROVAL ❑ 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. ��rr�✓;,�T�.S� Li��ti a AeFy r 411 �YtG 17 Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor 0 Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove 0 Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: 2E INSPECTION REPORT -7S.S/ • Permit No.: 87 Lot#: Address: 3=G:o 1 -7 7 25- It y o Contractor: ° v A N o,--YL 4cf;-c J • Owner: A-0-'L1AJ,ru,., en Date: f` b -a 8 PARTIAL APPROVAL IOLATION ❑ 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. 1✓a a;1s.��,5 �C;z. Sm� co a-�,.r...a s I Zi' Inspector: Date: TYPE 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 ❑ Other: INSPECTION REPORT • Permif No.: one et Lot#: I 5' t Address: Contractor: • `^��Owner: Date: U ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ 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. Crhr-I-6 rE•rfnJd..r 2 1 D f�14 vas TS .u nJ S�VK i`� AJ z,T 1 SS N njo Inspector: Date: TYPE 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 ❑ Dr 'na e ❑ Insulation ^ Other: GJ�`2.��— �5�- -�9�C r��ST. CITY OF ARLINGTON 238 N.OLYMPIC AVE.-ARLINGTON,WA.98223 ♦ PHONE:(360)403-3421 STATUS: APPLIED Permit #: 07-7551 BUILDING ' Project Address: 1749 49TH PL NELOT 402A, 125 ARLINGTON Parcel No: 31052100400101 PROPERTY OWNERAPPLICANT CONTRACTOR -0-ABBATARE INC. 18215 72ND AVE S -0- KENT,WA 98052 LICENSE#: EXP: PLUMBING1 1 ' MECHANICAL CONTRACTOR 11 DESCRIPTION CONSTRUCT 12,000 SF AIRCRAFT HANGAR I113 S-2 sprinklers req. 1 story 24 occ Description, Fee Amount Paid Balance Due Permit Fee $2,000.00 ($2,000.00) $0.00 C-Building Permit Fee $4,833.75 $0.00 $4,833.75 C-Building Plan Review Fee $1,149.09 $0.00 $1,149.09 C-State Building Code Surcharge $4.50 $0.00 $4.50 Total Due: $7,987.34 ($2,000.00) $5,987.34 PERMIT APPROVAL 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. T1411 APPLICATION IS NOT A PERMIT UN 'IL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. Unv'N- " 1 5ki A�- �c.Cc O v7 Signature Print Na Date Released By Date ATTENTION 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,UBC109/IBC f0/IRC110. ARCHIVE APPLICANT = ASSESSOR OTHER i�� q� ��t' CITY OF ARLINGTON 238 N.OLYMPIC AVE.-ARLINGTON,WA.98223 PHONE:(360)403-3421 PERMIT FEES/ RECEIPT DATE: Friday,October 05,2007 PERMIT#: 07-7551 PROJECT ADDRESS: 17617 49TH PL NELOT 402A, ARLINGTON LOCATION: APPLICANT: -0-ABBATARE INC. 18215 72ND AVE S KENT,WA 98052 206 251 6222 *FEE SUMMARY: Fec Amount Paid Balance Due Permit Fee $2,000.00 ($2,000.00) $0.00 C-Building Permit Fee $4,833.75 ($4,833.75) $0.00 C-Building Plan Review Fee $1,149.09 ($1,149.09) $0.00 C-State Building Code Surcharge $4.50 ($4.50) $0.00 Total Due: $7,987.34 ($7,987.34) $0.00 *FEES ARE ESTIMATED BASED ON INFORMATION PROVIDED AT SUBMITTAL-SUBJECT TO CHANGE PAYMENT TRANSACTIONS: Date Regjpl(#, Method/Payee Paid 9/7/2007 CRCT3428 Cash/ ($2,000.00) No Fee Description! ($2,000.00) 10/5/2007 REC000071 Check 4010/Arlington Airpark Partners ($5,987.34) C-Building Permit Fee ($4,833.75) C-Building Plan Review Fee ($1,149.09) C-State Building Code Surcharge ($4.50) .,. � - - - - - - I Arlington Airport Legal Description Job Number 15665 August 8, 2007 LOT 402-E That portion of the Northeast quarter of the Southeast quarter of Section 21, Township 31 North, Range 5 East, W.M. more particularly described as follows: COMMENCING at the Southeast corner of the Southeast quarter of said Section 21; thence S 88' 08' 53" W along the South line of said subdivision a distance of 727.85 feet; thence N 1° 51' 07" W a distance of 1721.74 feet; thence N 33' 48' 20" E a distance of 130.00 feet; thence S 56' 11' 40" E a distance of 176.00 feet to the West line of Arlington Airport Lot 401; thence N 33° 48' 20" E along the West line of said Lot 401 a distance of 145.00 feet to the TRUE POINT OF BEGINNING; thence continue N 33' 48' 20" E along said West line of Lot 401 a distance of 160.00 feet to a point that is 310.00 feet, as measured perpendicular to, from the centerline of Runway 11-29; thence N 56' 11' 40" W parallel with and 310.00 feet Southwest of said centerline a distance of 211.00 feet; thence S 33' 48' 20" W a distance of 157.50 feet to a point on a tangent curve the radius point of which bears S 33' 48' 20" W a distance of 55.00 feet; thence Southeasterly along the arc of said curve through a central angle of 44' 10' 07" a distance of 42.40 feet; thence N 77" 58' 31" E a distance of 18.19 feet; thence S 56" 11' 40" E a distance of 160.00 feet to the TRUE POINT OF BEGINNING. SUBJECT TO AND TOGETHER with easements, covenants, conditions, reservations, and restrictions of record. \P;.1 J. f Situate in the County of Snohomish, State of Washington. ��,�-..cam 1r b Containing 0.7789 acres of land. EXPIRES t AIG 93 NMI A- � L Page 1 of 1 Angela Gemmer From: Angela Gemmer Sent: Friday, August 24, 2007 4:35 PM To: Sonya Blacker; Brenda Fecht; Scott Black; Vicky Maxfield Subject: Abbatare 07-7551 new hangar Sonya, Brenda, Scott, and Vicky, On the Abbatare 12,000 sf commercial hangar building permit submittal (07-7551)the engineering calculations do not have an wetstamp on them. They need to be contacted regarding this. I sent a cross connection survey to them today since one was not included in the submittal. Also, Sherri Phelps would like to be notified prior to this building receiving its Certificate of Occupancy so that she can send business license applications to the owner. I was not able to input this in Permit Trax since I do not know the address or the tax parcel ID. Thanks, Angela Gemmer Permit Technician 238 N Olympic Ave Arlington,WA 98223 ph 360.403.3550 fax 360.403.3447 agemmer@ci,arli_ngto_n.wa us 71,� 8/24/2007 � l ABBATARE Punch List: December 1, 2008 Road Contractor should core various areas of roadway including over utility trenches to show proof of asphalt thickness, sub grade thickness and also do compaction testing. Sections of sidewalk that appear to be installed sub standard, some areas of concrete are only 2 inches thick, others appear to have no gravel base.These areas should be removed and new sidewalk installed. Truncated domes at wheel chair ramps per WSDOT and ADA requirements. Doweling/Epoxy for extruded curbing. As per city standards, anchoring or epoxy is required to the side of every joint. Sewer All Sewer Lines to be Jet Vactored. Large amount of rock must be removed from atop EX. Tie- IN manhole for full inspection of inside drop connection. All Manholes on-site must be removed from asphalt and re-installed per City of Arlington Standards and Specifications. There are currently exposed clean-outs that are allowing unapproved debris into the system that need to be capped below existing grade. 24 hour notice and on-site meeting is required to get this project back on course prior to any corrections to be made. You may contact Fred Rapelyea @ (360)403-3540 for all Sanitary Sewer System repairs and concerns. Water Valve cans for the hot tap, fire hydrant and fire line need to be secured in a 2' x 2' x 4" concrete pad set above finish grade and centered on the operating nut. The valve can at the entrance has been paved over. This valve can needs to be brought to finished grade or higher and centered on the operating nut. Check all remaining valve cans for alignment (centered)with the operating nut. All services need to be to City of Arlington Standard (COA). After services are repaired they will need to be re-tested to 150 psi. Pressure test will be done in the presence of a COA Water Department representative. 48 hour notice will be required. The east fire hydrant in planter is 12"to low. Turn hydrant so "Pumper" ports are oriented properly and install "Stortz"fittings. Call for re-inspection when completed Gary Schlagel @ (425) 754-7793 Storm Drainage System To follow ONG NEW COMMERCIAL/MUDrIFAMILY PERMIT APPLICATION Department of Community Development City of Arlington •238 N Olympic Ave. •Arlington, WA 98223• Phone (360)403 3551 • FAX(360)403 3447 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 BY EIGHT(8)SETS OF CONSTRUCTION DRAWING,EIGHT(8)SETS OF STRUCTURAL DRAWINGS AND CALCULATIONS,EIGHT(8)SETS OF SITE PLANS,EIGHT(8)SETS OF SPECIFICATIONS/F APPLICABLE,THREE(3) SETS OF ENERGY CODE CALCULATIONS, THREE(3)SETS OF GEOTECH REPORT.TWO(2) SETS OF THE APPROVED LAND USE PERMIT. Name of Project: V-t QLt 1.1 C:,T17!n v� a� J�tQ(CQV Valuation: 4q So ot,a Project Address: Or2 . Parcel ID#: 1,4T 4o'L A ta.ea�'1,egal Description Owner:%L-A w1Q-- 1"C_ Phone Number: 2o41 Address: /9L City: ��.C�b�� State _ Zip Code: 9 Fes.'175 Architect: ..IC'lllwn an INN Phone Number: Cell Phone: Fax E-mail: Address: 11 _City:_ ___ State: Zip Code: Jo,,,,, Engineer: c o OR'1 %-(v � Phone Number: Cell Phone: Fax: E-mail: Address: City: State: Zip Code: General Contractor: Phone Number: Cell Phone: Fax: E rnail, Address: 4 e City: State: Zip Code: Contractor's License Number: .l l — Expiration Contact Person: Phone Number: Cell Phone: Fax: E-mail7 Address: _ City: State: Zip Code: Proposed Scope of Work: Co+-l5'T- 'Ryc� l . do V T1 I RlQcQ_VAr- t- "C4,AG PP- Estimated Project Value, Building Footprint Occupancy Classification: S Type of Construction: Number of Stories: Tot�I Square Footage: Square/Footage per Floor: A 1 Par ng Spaces Provided: T 2 Barrier Free Spaces: I her by certify that the ove in or tr n is correct and that the cons1r clion on, and the occupancy and the use of the above- d cr ed property will be ccor nc th the laws, rules and regulation f the Stat of Washington. n r. Applicants S Date u-7--1 551 or Print Applicants Na-01A FOR STAFF USE ONLY t2-,Uco . a0 Permit# Accepted By Amount Received Receipt# Date Received WEB Forms—07 Page 1 of 1 3/07 dwa fir/ . : �.. _ - t �. •� - N&.HIV' COMM ERCIAL/MJLTIFAMILY PERMIT APPLICATION N�.� Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX(360)403 3447 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 BY EIGHT(8)SETS OF CONSTRUCTION DRAWING,EIGHT(8)SETS OF STRUCTURAL DRAWINGS AND CALCULATIONS,EIGHT(8)SETS OF SITE PLANS,EIGHT(8)SETS OF SPECIFICATIONS/F APPLICABLE,THREE(3) SETS OF ENERGY CODE CALCULATIONS,THREE(3)SETS OF GEOTECH REPORT.TWO(2) SETS OF THE APPROVED LAND USE PERMIT. 3i0� z I Name of Project: �2Lt Il�t�Tc7 p q• �iQ(JpQ V Valuation: 44 o 64 q 0 p� Project Address: Parcel ID#: j o egal Description COwner: %Q j}�, �it�r Phone Number: 2Q4- Address: �� L City:9214 f.4 1( n State _ Zip Code: \ Architect: �C'�i�,.,. ... �� Phone Number: Cell Phone: Fax: E-mail: Address: City: State: Zip Code: Engineer; lah� r3� �'� z� Phone Number: Cell Phone: Fax: E-mail: Address: City: State: Zip Code General Contractor: Phone Number: Cell Phone: Fax: E-mail: Address: n ^^ City: State: Zip Code: Contractor's License Number:- ^t-i __ —Expiration Contact Person: Phone Number: Cell Phone Fax: E-mail Address: (� City: State: Zip Code: 1 Proposed Scope of Work: `��g'r `�J G'� bo t� I Q-1 C PP- Estimated Project Value- _ Building Footprint: Occupancy Classification: S Type of Construction. I-rT ga V Number of Stories: Tot I Square Footage: e.>y Square/Footage per Floor. 4I Don, I P F-r+L,�C wa Par 'ng Spaces Provided: (�- Barrier Free Spaces: I her by certify that the ove in or ti n is correct and that the constrition on, and the occupancy and the use of the above- cr ed property will be ccor d n th the laws, rules and regulation f the Stat of Washington. Applicants S Date O Print Applicants Na FOR STAFF USE ONLY A 0 f 2 ,0c0 •00 cs -7-3 V7 Permit# Accepted By Amount Received Receipt# Date Received WEB Forms—07 Page 1 of 1 3/07 dwa Y City of'Arlington 7 Community Development ?f /NGS0 Permit Center REQUEST FOR REVIEW NAME: BP #: DATE: RETURN THIS FORM BY: 9/ to i c-7 PROJECT SUMMARY. z , o c o s 4�1, "I r - 1 INGT-- l•.l C., i it\� Li!'1 C .�., .`�Lil C✓. UTILITIES KERRY W., BUILUNG BILL B., NATURAL RESOURCES SCOTT B., BUILDING ENGINEERING YVONNE P., PLANNING SHERRI PHELPS, BUS LtC C��A . CCNSULT�111T D/E�R[YnL Tr., NJA,RYSVIL LE UT'— JI'M T., CONSUL T.4NIT `119r0 ryry SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this fcrm and your comments in memo form to the Permit Center. If you have no comments, please return the form-,-th the "Okay to Issue" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO THE PERIOIT CENTER. ❑ COMMENTS FOR THIS REVIEW ARE IN THE ATTACHED MEMO NO COMMENT FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY � � __DATE ?11p/07 � ti GtiT Y . City of'Arlington 7 z Community Development ZING0 Permit Center REQUEST FOR REVIEW NAME: �rlr �io.� Carr ��y�arl BP #: c-7- -755/ DATE: z 3 —ul RETURN THIS FORM BY: 9/ u / y-7 PROJECT SUMMARY: ! z, c c c s - , UTILITIES RECEIVED KERRY W., BUILDING BILL B., NATURAL RESOURCES SCOTT B., BUILDIIIG ENGINEERING YVONNE P., PLANNING SHERRI Pf�ELPc 31�-15 110 :,b�d,A.. CCNSULT/--.I,!T !-`FRYL T., N:1r^-,RYSVILLE UT!t _III0 T CCN1SUI Tfi'�T SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this fcrmand your comments in memo form to the Permit Cen'er. If you have no comments, please return the forrn,,vith the "Okay to Issue" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO THE PERMIT CENTER. ❑ COMMENTS FOR THIS REVIEW ARE IN THE ATTACHED MEMO Q NO COMMENT FOR THIS REVIEW, KAY TO ISS „E PERMIT �L CO MMENTS MSL w o �— U"D ► ` REVIEWED B ' � � DATE b Page_ Iof _ MAYES TESTING ENGINEERS,INC Field Copy/Subject to Review 20225 Cedar Valley Road,Suite 110 Ph 425.742.9360 Lynnwood,WA 98036 Fax 425.745.1737 Project No.: I ;' )'););; I Date: 10029 S.Tacoma Way,Suite E-2 Ph 253.584.3720 Project: f Tacoma,WA 98499 Fax 253.584.3707 7911 NE 33`d Drive,Suite 190 Ph 503.281.7515 Permit No.: -7 = Weather: y Portland,OR 97211 Fax 503.281.7579 Project Address: Ni: I Ir.X %l.f 1!` A Inspector: .f.��1ilAt�i Hours: Owner: Time: to Engineer: 'A. :;-J Inspector: Hours: Architect: Time: to Contractor: i�;l Inspector: Hours: Type of Inspection: Time: to Samples: SUMMARY: fl—A t/f�.�_F- �l �h T :fit^ A QA (�k�E- (�'2,S'3 CT` In1 A'1kt.t;J(,)� ;p•i &JA F y- Its 1. ,! -F IN) !r.) i'� i lUr,� ��1.) �� '_-err L to I- T� 7tL'�.'!�,� G�S, - _I I oU S Tom(,r. A 1!y r i:..I c�:')!�]�.S .� ! 17; f ) y -II Lu yi f 1, c 1,3-�,Df (::q W,A r-r J F A ',,,r�t,t� � ►�- .---, ,,�<_, , ��vr. ��, T�»�� ,,.a��c-�r,� �.�y , r r� �- � I,- r�.� �r P,L21nw\) 1, A-7-r WAS, () )C L UC i? I F ,l �.)F I _ J _i�__ a� )r,� +(�_La "�l ' _h 1 ! - II yry l LJ�1 .�._1ttr �i .+ � ir) ' Fr E � � > I 'il�t � . II !' fv( To the best of our wledge, all items inspected today are in conformance with approved plans and specifications Yes ❑ No ❑ Preliminary Inspection NONCONFORMING CONDITIONS/CORRECTIVE ACTIONS TAKEN: MTE 1000-3C, Rev 2,4/1/07 OeOTG 5T Bellingham,WA 98225 360733 7318 8s6 251_5276 3607337418 CONCRETE STRENGTH TEST REPORT PROJECT: Arlington Corporate Air Park JOB#: 08-0035 ADDRESS: 17725 48th Dr.,Arlington,WA Report No: CB01 CLIENT: Arlington Air Park Partners DATE MOLDED: 1/1712008 CONTRACTOR: Abbatare DATE REC'D: 1/18/2008 SUPPLIER: Stanwood Ready Mix PAGE: Pagel PERMIT#: 07-7551 LOCATION OF POUR: Perimeter Footings F1,F2,F3 1st Lift SAMPLE LOCATION: 1st Truck Mid Load Taken at Chute at 8 Cubic Yards at West and South Sides Field Data for Sample Group#: 50414 _ SAMPLED BY: JS MIX# 55121 5.5 Sack,314"Agg I MIX PROPORTIONS(1cubic yard): Truck#/Ticket# 98 53865 Slump 6 In. Water 290 Ibs Strength Required 3000 psi cQ 28 day Air Content 5.1 % Cement 522 Ibs Quantity Poured 16 cu.yds. Unit Weight pcf I Fly Ash Ibs Air Temp 38 OF Water Added on site 10 gal. Slag Ibs Mix Temp 66 OF Requested by Contractor Coarse Agg. 1837 Ibs Time Batched 11:09 AM Sand Fine Agg. 1219 Ibs Time Sampled 11:56 AM NR-WRA oz./cwt. Field Cure Temp to OF HR-WRA oz./cwt. W/C= Air Entr 0.8 oz./cwt. Laboratory Data: LAB TEST DATE TOTAL LOAD AREA • REMARKS # AGE TESTED (LBS.) s .in. 8418A 7 1/24/2008 50,670 12.57 4030 8419A 28 2/14/2008 65,420 12.57 5210 8420A 28 2/14/2008 62,980 l 12.57 {- 5010 _ Reinforcement Inspection MNo N/A: Not Applicable Specimen Size: 4"x 8"Cylinders Conforms NIT:Not Tested Test Reference: ASTM C31,C39 Attachments Comments: Reinforcement in place per F1 and F2 drawings. Copies: Arlington Air Park Partners Submitted by: Grant Richardson,Technical Diredor This report shag not be reproduced oxcepl in hail,willMut the written approvat of r;,soTnel 5nMcss Ira. The above test realta relate only lu the ssmPw(or locmilon)toated t:opyrlght 1993 G IS www.geate3t-inc.com GeOM19T Bel Marine Drive Bellingham,WA 98225 360 733 7318 888 251_5276 360 733_7418 CONCRETE STRENGTH TEST REPORT PROJECT: Arlington Corporate Air Park JOB#: 08-0035 ADDRESS: 17725 48th Dr.,Arlington,WA Report No: CB02 CLIENT: Arlington Air Park Partners DATE MOLDED: 2/7/2008 CONTRACTOR: Abbatare DATE REC'D: 2/8/2008 SUPPLIER: Stanwood Ready Mix PAGE: Pagel PERMIT#: 07-7551 LOCATION OF POUR: Column Pads Hanger 8 A-Q,1-5 SAMPLE LOCATION: 1st Load(11 Cubic Yards)P-M, 1-5 Field Data for Sample Group#: 46319 SAMPLED BY: DB MIX# 5 Sack,314"Agg,AEA MIX PROPORTIONS(1cubic yard): Truck#Mcket# 84 54421 Slump 5.25 in. Water 288 Ibs Strength Required 3000 psi @ 28 day Air Content % Cement 470 Ibs Quantity Poured 32 cu.yds. Unit Weight pcf Fly Ash Ibs Air Temp 42 OF Water Added on site 6 gal. Slag Ibs Mix Temp 64 OF Requested by Contractor Coarse Agg. 1847 lbs Time Batched 1:03 PM Sand Fine Agg. 1272 Ibs Time Sampled 1:40 PM NR-WRA ozJcwt. Field Cure Temp to OF HR-WRA oz./cwt. W/C= Air Entr 0.8 oz./cwt. _ I 1 Laboratory Data: LAB TEST DATE TOTAL LOAD AREA REMARKS # AGE TESTED (LBS.) _I (Sq._in.)_. 8534A 7 2M4/2008 43,920 12.57 3500 8535A 28 3/6/2008 8536A 28 3/6/2008 8537A Hold Reinforcement Inspection Yes N/A: Not Applicable Specimen Size: N'x 8"Cylinders Conforms Yes NIT:Not Tested Test Reference: ASTM C31,C39 Attachments No Comments: The concrete was placed with the truck chute and vibrated.Reinforcing steel conforms with details on F3. Copies: Arlington Air Park Partners Submitted by: Grant Richardson,Technical Director This report shall not be reproduced except„Tull,withmi the written approval of GeoTest services Inc. The above test results relate only to the sample(or location)tested.Copyright 1993 GTS www.geotest-ine.com 00� eoTG 5T Bel Marine Drive G V Bellingham,WA98225 366733_7316 888251_5276 360733_7478 CONCRETE STRENGTH TEST REPORT PROJECT: Arlington Corporate Air Park JOB#: 08-0035 ADDRESS: 17725 48th Dr.,Arlington,WA Report No: CB03 CLIENT: Arlington Air Park Partners DATE MOLDED: 2/14/2008 CONTRACTOR: Abbatare DATE REC'D: 2/15/2008 SUPPLIER: Stanwood Ready Mix PAGE: Page 1 PERMIT#: 07-7551 LOCATION OF POUR: Foundation Slab on Grade-A/E, 1/1.8,AIE,2.713.3,A/E,4.2/5 SAMPLE LOCATION: 1st Load,Placed at E, 1 at 10 Cubic Yards Field Data for Sample Group#: 49762 SAMPLED BY: LS/TM MIX# 55120 5.5 Sack,ADVA MIX PROPORTIONS(1cubic yard): Truck Wricket# 86 54626 Slump 4 in. Water 296 lbs. Strength Required 3500 psi @ 28 day Air Content % Cement 518 lbs_ Quantity Poured 158 cu_yds. Unit Weight pcf Fly Ash lbs. Air Temp 35 OF Water Added on site gal. Slag lbs. Mix Temp 67 OF Requested by Coarse Agg. 1843 lbs. Time Batched 5:34 AM Sand Fine Agg. 1372 lbs. Time Sampled 6:16 AM NR-WRA oz./cwt. Field Cure Temp to OF HR-WRA 3.9 oz./cwt_ WIC= 0.57 Air Entr oz./cwt. Laboratory Dafa: LAB TEST DATE TOTAL-LOAD AREA 760 REMARKS # AGE TESTED (LBS.) s . in. 8590A 7 2/21/2008 45,860 12,578591A 28 3/13/2008 66,950 12.57308592A 28 3/13/2008 64,540 12.575140 8593A _--- ---- ----••-� Hold Reinforcement Inspection MNo NIA: Not Applicable Specimen Size: 4"x 8"Cylinders Conforms NIT:Not Tested Test Reference: ASTM C31,C39 Attachments Comments: Reinforcing steel was found to conform with notes on F-1 and details on F-2.Concrete was placed by pump and vibrated. Copies: Arlington Air Park Partners Submitted by: _hAoli� 1 rat Grant Richardso chnical Director lids rut:rr.t shrill:,al be++Iro;lur'd e—pl in full,wilhoul the written approval of GauTest Serves Inc. T.e env+«lest rw'VIS leletu only to the sample(or lacalion)tested Copyright 1983 GTS www.geotest-inc.com GeoTest Services, Inc. 741 Marine Drive,Bellingham,WA 98225 Phone:(360)733-7318 FatC(360)733-7418 20611 67th Avenue NE,Arlington,WA 98223 Phone:(360)435-1141 CONCRETE STRENGTH TEST REPORT-CONTINUATION PROJECT: Arlington Corporate Air Park JOB#: 08-0035 CLIENT: Arlington Air Park Partners DATE REC'D: 2/15/2008 CONTRACTOR: Abbatare PAGE: Page 2 DATE MOLDED: 2/14/2008 LOCATION OF POUR: Foundation Slab on Grade-A/E, 111.8,A/E,2.7/3.3,A/E, 4.2/5 SAMPLE LOCATION: 12th Load Placed at D,5, 10 Cubic Yard Field Data for Sample Group#: 49762.2 Truck#/Ticket# 79 54650 Slump 7 in. Air Temp 38 OF Air Content % Mix Temp 64 OF Unit Weight pcf Time Batched 8:27 AM Water Added on site gal. Time Sampled 8:54 AM Requested by Laboratory Data: LAB TEST DATE TOTAL LOAD AREA REMARKS # AGE TESTED (LBS.) g9, in,) 8594A 7 2/21/2008 30,510 12.57 2430 _ 8595A 28 3/13/2008 41,550 12.57 3310 LOW 8596A _ 28 3/13/2008 40,080 12.57 1190 LOW 8597A Hold Comments: This reporl shall not be reproduced except In full,wllhout the written approval of Goo-rest 3ervlces Inc. The abovo toot results roleto only to the sample(or localion)tested.Copyright 1 988 GTS i e 741 Marine Drive GeoTG 5T Bellingham,WA 98225 360 733_7318 088 251_5276 360 733_7418 CONCRETE STRENGTH TEST REPORT PROJECT: Arlington Corporate Air Park JOB M 08-0035 ADDRESS: 17725 48th Dr.,Arlington,WA Report No: CB04 CLIENT: Arlington Air Park Partners DATE MOLDED: 2/1 512 0 0 8 CONTRACTOR: Abbatare DATE REC'D: 2/18/2008 SUPPLIER: Stanwood Ready Mix PAGE: Pagel PERMIT#: 07-7651 LOCATION OF POUR: Slab on Grade at(Infills)A-E/1.8-2.7 and 3.3-4.2 at Building E SAMPLE LOCATION: B/3.8(Sampled from 2nd Truck, Mid Load at Chute) Field Data for Sam nie_Group#: 49748 SAMPLED BY: TM MIX# 55120 5.5 Sack,No Air, Hot Water,ADVA,Resnon MIX PROPORTIONS(1 cubic yard): Truck#rocket# 87 64702 i Slump 5.75 in. Water 257 lbs. Strength Required 3500 psi @ 28 day Air Content % Cement 517 lbs. Quantity Poured 99 cu.yds. Unit Weight pcf Fly Ash lbs. Air Temp 37 OF Water Added on site 5 gal. Slag lbs. Mix Temp 65 OF Requested by Contractor Coarse Agg. 1847 lbs. Time Batched 6:25 AM Sand Fine Agg. 1388 lbs. Time Sampled 7:10 AM Accel(Resnon)=7.47 NR-WRA oz./cwt. Field Cure Temp 39 to 55 OF HR-WRA 3.88 oz./cwt. W/C= Air Entr oz./cwt. Laboratory Data: LAB TEST DATE TOTAL LOAD AREA REMARKS # AGE TESTED (LBS:) (sq.in.) 8598A 7 2/22/2008 38,710 12.57 3080 - 8599A 28 3/14/2008 47.050 12.57 3740 8600A 28 3/14/2008 48,640 12.571!!!! 3870 8601A I Hold Reinforcement Inspection Yes N/A:Not Applicable Specimen Size: 4"x 8"Cylinders Conforms Yes Nfr:Not Tested Test Reference: ASTM C31, C39 Attachments lYes Comments: Reinforcing steel was found to conform with notes on F1 and details on F2.Concrete was placed with a boom pump, vibrated by mechanical consolidation and leveled with a manual screed.Note: Half of the last load was placed at building C, permit#08-0020. Concrete was placed in tension tie A line 3/I-0.Reinforcing steel per note on F1 and detail A on F4. Copies: Arlington Air Park Partners Submitted by: Grant Richards Technical Director This report shall not be reproduced except in full,without the wn'tten approval or GeoTest Services Inc, The above teal reaulla relate only to the sample(or location)tested.Copyright IM GTS www.geolest-inc.com o46--row, 0 GG OTG'ST 741 Marine Drive ,, _. e Bellingham,WA 98225 360 733_7318 888 251_5276 360 733_7418 CONCRETE STRENGTH TEST REPORT PROJECT: Arlington Corporate Air Park JOB#: 08-0035 ADDRESS: 17725 48th Dr.,Arlington,WA Report No: CB06 CLIENT: Arlington Air Park Partners DATE MOLDED: 3/512008 CONTRACTOR: Abbatare DATE RECD: 3/6/2008 SUPPLIER: Stanwood Ready Mix PAGE: Pagel PERMIT#: 07-7561 LOCATION OF POUR: Slab on Grade A-Q,2-3 and 4-5 SAMPLE LOCATION: 1st Load(10 Cubic Yards)and placed at-A,2-3 Field Data for Sample Group#: 49699 _ SAMPLED BY: DB MIX# 55120 5.5 Sack, Hot Water,ADVA, Resnon _ MIX PROPORTIONS(lcubic yard): Truck Wicket# 86 55406 Slump 3.75 in. Water 288 lbs. Strength Required 3500 psi a@ 28 day Air Content % Cement 518 lbs. Quantity Poured 190 cu.yds. Unit Weight pcf Fly Ash lbs. Air Temp 32 OF Water Added on site gal. Slag lbs. Mix Temp 66 OF Requested by Coarse Agg. 1835 lbs. TimeBatched 5:21 AM Sand Fine Agg. 1388 lbs. Time Sampled 6:15 AM Accel=7.5 NR-WRA oz./cwt. Field Cure Temp to OF R-WRA 3.9 oz./cwt. W/C= 0.55 LA7]r E n t r oz./cwt. Laboratory Data: LAB TEST DATE TOTAL LOAD AREA 14114*3.1 REMARKS # AGE TESTED `(LBS.) S ,in.) 8735A 7 3/12/2008 55,200 12-57 4390 8736A 28 4/2/2008 65,370 12.57 5200 8737A 28 4/2/2008 63,810 12.57 5080 8738A -- - I - Hold Reinforcement Inspection Yes NIA:Not Applicable Specimen Size: 4"x B"Cylinders Conforms Yes NIT:Not Tested Test Reference: ASTM C31,C39 Attachments Yes Comments: The concrete was pumped into place and consolidated with vibrators and a vibratory screed.The reinforcing steel conforms with notes on F1 and details on F4.The subgrade was covered with insulating blankets during the night prior to pour. Copies: Arlington Air Park Partners Submitted by: _.C�: tz— Grant Richardson,Technical Director This report shall not be reproduced except In full,without the written approval of GeoTeal Services Fro The above teat results relate only to the sample(or location)tested.Copyright 1993 GTS vvw w.g eo le st-i n c.c o rn a + i GeoTest Services, Inc. 741 Marine Drive,Bellingham,WA 98225 Phone:(360)733-7318 Fax:(360)733.7410 20611 67th Avenue NE,Arlington,WA 98223 Phone:(360)435-1141 CONCRETE STRENGTH TEST REPORT -CONTINUATION PROJECT: Arlington Corporate Air Park JOB#: 08-0035 CLIENT: Arlington Air Park Partners DATE REC'D: 3/6/2008 CONTRACTOR: Abbatare PAGE: Page 2 DATE MOLDED: 3/5/2008 LOCATION OF POUR: Slab on Grade A-Q,2-3 and 4-5 SAMPLE LOCATION: 11 th Load(10 Cubic Yards)and placed at--R,4-5 Field Data for Sample Group#: 49699.2 Truck#/Ticket# 87 55446 Slump 5.25 in. Air Temp 44 OF Air Content % Mix Temp 61 OF Unit Weight pcf Time Batched 10:05 AM Water Added on site 5 gal. Time Sampled 10:40 AM Requested by Contractor Laboratory Data: LAB TEST DATE TOTAL LOAD AREA • REMARKS # _ AGE TESTED (LBS.) �sg in.)- 8739A 7 3/12/2008 54.730 12.57 4360 77 — 8740A 28 4/2/2008 64,630 12.57- 5140 8741A 1 28 4/2/2008 1 67,460 1 12.57 5370 8742A Hold Comments: This report shah not be reproduced except In full,wllhoul Ihewritten approval of GeoTasl Services Inc. Theabove feat resutie relate only to be sample(or location)lasted.Copyright 1993 GTS si x� v r �_ r. _ �. GeoTest Services, Inc. 741 Marine Drive,Bellingham,WA 98225 Phone:(360)733-7318 Fax:(360)733-7418 20611 e7th Avenue NE,Arlington,WA 98223 Phone:(360)435-1141 CONCRETE STRENGTH TEST REPORT-CONTINUATION PROJECT: Arlington Corporate Air Park JOB#: 08-0035 CLIENT: Arlington Air Park Partners DATE REC'D: 2/18/2008 CONTRACTOR: Abbatare PAGE: Page 2 DATE MOLDED: 2/15/2008 LOCATION OF POUR: Slab on Grade at(Infills)A-E/1.8-2.7 and 3.3-4.2 at Building E SAMPLE LOCATION: C12.2(89 Cubic Yards) Field Data for Sample Group#: 49748.2 Truck#/Ticket# 98 54724 Slump 6.25 in. Air Temp 40 OF Air Content % Mix Temp 62 OF Unit Weight pcf Time Batched 8:35 AM Water Added on site gal. Time Sampled 8:57 AM Requested by Laboratory Data: LAB TEST DATE TOTAL LOAD AREA • - REMARKS # AGE TESTED (LBS.) s ._in.) 8602A 7 2/22/2008 35.780 12.57 2850 8603A 28 3/14/2008 49,520 12.57 _ 3940 8604A 28 3/14/2008 48,150 12.57 3830 8605A _ _ Hold Comments: This report shall not be reproduced except in full,without Mewdtten approval of GeoTest Services Inc. The above test results relate only to the sample(or location)tested.CopyrWA 1993 GTS MAYES TESTING ENGINEERS, INC. Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood,WA 98036 MTE No.: L09001 ph 425.742.9360 Project: ABBATARE fax 425.745.1737 Tacoma Office Address: North 1-5 Arlington Airport Exit (172nd) East, Arlington, WA 10029 S.Tacoma Way Permit No.: 20080020 (Bldg 17713), 07-7551 (Bldg 17725), 20080139 (Bldg 1780'4 499 98 c,' Bldg Dept.: City of Arlington vd��ph253.584.3720 98 fax 253.584.3707 Owner: Arlington Air Park/Abbatare Portland Office Architect: 7911 NE 33rd Drive Engineer: Mid-Mountain Contractors, Inc. site 190 Portland,OR 97211 Contractor: Bahnmiller Construction, Inc. ph 503.281.7515 Pagel fax 503.281.7579 Date: 1/6/09 Weather: (indoors) Inspection: Structural Steel Sample(s): N/A Onsite for a bolting inspection on (3) steel frame buildings. Upon completion of bolting installation, Buildings 17713, 17725 and 17804 were inspected using the calibrated wrench method. An MTE-issued torque wrench with current calibration date was used to verify proper torque. Primary members were secured with 1" A325 high-strength bolts at 570 foot-pounds of torque. Secondary members were secured with 3/4" A325 high-strength bolts at 350 foot-pounds of torque. All bolts were found to have proper tensioning and met AISC and job specs. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Anthony Garland REVIEWED BY: � Ti by G. Beckerle, P.E. cc: Kevin Bahnmiker—Bahn miller Construction; Bldg Dept—City of Arlington Y O V City of Arlington 7 Community Development �l 0 -I IV G'S Permit Center REQUEST FOR REVIEW NAME: BP #: . c'- -7.55/ DATE: _ z 3 c7 RETURN THIS FORM BY. 9/ e l o-7 PROJECT SUMMARY:_ i i, o c UTILITIES KERR'Y W., cUILDING BILL B., NATURAL RESOURCES SCOTT B., BUILDING ENGINEERING YvCNNE P. PLANNING SHERRI PHELPS, SUS I IC C�^�,� . CCNSULT�t�T r,cRYL T., n:!A'.RYSVI�LE UT'L -'1.I\14. T , SUBMITTAL INFORMATION IS ATTACHED. F!ease review the information and return this fcrmand your comments in memo form to the Permit Center. If you have no comments, p!ease return the form',%ith the "Okay to Issue" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO THE PERMIT CENTER. COMMENTS FOR THIS REVIEW ARE IN THE ATTACHED MEMO ❑ NO COMMENT FOR THIS REVIEW, OKAY TO ISSUE PERMIT --� ❑ COMMENTS REVIEWED BY , �� DATE • s Community Development MEMO TO: Permit Center FROM: Nate Hudson, Associate Planner DATE: August 7, 2007 RE: Arlington Airpark building permit BP-07-7551. The following conditions shall be addressed prior to issuance of building permit: 1. All development shall be in substantial conformance with the approved land use development site plan and landscape plan received on February 22, 2005, and land use permit issued on June 21, 2005. 2. The developer shall clear all outstanding Community Development Department land use permit-processing accounts with the City. 3. The developer shall submit proof of payment of the WSDOT and Snohomish County traffic mitigation. Gl� Y � City of'Arlington Community Development �tlNG"c0,,) Permit Center REQUEST FOR REVIEW NAME: AV- P A;r,>�:.r t BP #: c -7551 r DATE: x- 2 3 -c7 RETURN THIS FORM BY: 9/ u / v-7 PROJECT SUMMARY: c c c s } , RECLrIVEID n ^.I LnlN.: DI, UTILITIES KERRY �`V., BUILDING BILL B., NATURAL RESOURCES SCOTT B., BUILDIIJG ENGINEERING YVONNE P , PLAP,fdING SHERRI FH'ELrS, BUS LIC �b�4,A , CONSULTS 11T �FRYL T., N-1A,RYSVIL LE UT"_ ,.":I'-0 T , CONSULT.-'�T SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this fcrmand your comments in memo form to the Permit Censer. If you have no comments, please return the fcrrnvvith the "Okay to Issue" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO THE PERIAT CEIJTER. COMMENTS FOR THIS REVIEW ARE IN THE ATTACHED MEMO ❑ COMMENT FOR THIS REVIEW, OKAY TO ISSUE PERMIT COMMENTS RECEIVLU REVIEWED BY DATE_4z� � • '� R INGIOy CITY OF ARLINGTON Fire Department to A/l emorandum TO: Permit Center FROM: Tom Cooper/Deputy Chief DATE: September 17, 2007 SUBJECT: 07-7551 1. Fire hydrants are required if not existing. 2. Automatic Fire Sprinkler System required. 3. Electronic monitoring of Fire system required. 4. Fire extinguishers required. i �4 City Of Arlington Public Works 1;4 0 Memorandum TO: Permit Center FROM: Menglou Wang, City Engineer For Public Works DATE: September 18, 2007 SUBJECT: Arlington Corp.Airpark BP#07-7551 Staff at the Department of Public Works have reviewed the Land Use Permit Application Package for the above referenced project. Here are our comments. 1) The applicant shall contact Reta Shepard at 360-403-3526 for water and sewer connection. 2) The applicant shall install an RPBA(reduced pressure backflow assembly). Contact Gus Tararan at 360-403-3542 for more information. 3) See site civil for storm connections. I Engineeringlshared'DevelopmentRevieMlb. Construction RevieMComments to PC.doc 1 ,•: c�, Community Development MEMO TO: Permit Center FROM: Nate Hudson, Associate Planner DATE: August 7, 2007 RE: Arlington Airpark building permit BP-07-7551. The following conditions shall be addressed prior to issuance of building permit: 1. All development shall be in substantial conformance with the approved land use development site plan and landscape plan received on February 22, 2005, and land use permit issued on June 21, 2005. 2. The developer shall clear all outstanding Community Development Department land use permit-processing accounts with the City. 3. The developer shall submit proof of payment of the WSDOT and Snohomish County traffic mitigation. CWA CONSULTANTS, P.S. SEp 2 12007 CU STRUCTURAL ENGINEERING BUILDING CODE CONSULTANTS 8675 E.Caraway Road,Port Orchard,WA 98366 (360)871-5433 FAX: (360)871-5633 E_Mail:chuck.cwa@vetizon.net September 16, 2007 Project: #07- 7551 Arlington Airpark Lot 402Aircraft Hanger 2006 IBC Seismic Design Category D Wind Speed: 85: Wind Exposure: B Building Official City of Arlington 238 N. Olympic Avenue Arlington, Washington 98223 Dear Building Official We have completed our review of the Aircraft Hanger for Lot 402 at the Arlington Airpark. The plans are in substantial compliance with the 2006 International Building Code. The plans are approved and are being returned with our indication of review on them. STRUCTURAL 1. There were no calculations submitted for the foundation system. Based on my own review the plans are acceptable. However, special inspection should be required for the concrete in the foundations. 2. 1 have indicated the anchor bolt diameter required at the different column lines based on the engineering calculations. 3. Seismic ties are required for the stirrups shown in A/F-2. I have added a note to the plans. Sincerely, Chuck Williams SE CWA Consultants, P.S. H x x > m > o �J> o ON �. > tri CA C7 � dn O 00 Fj W ° o �, O N z .� x � d 5- ' Z tTN O a rJ '� of Crf Z O n n W m It ,y y tii ►� �-, r O Z �, w O o n ~-+ 'i n � r R y d > U) ° r M m d C� z d z ® d d CL od y z 04 Z rm or, CrJ ml y � rt � n � n F-t. N d 91) r z fD n O y U x ° a r [ '_' rt r o > (. z 4 CITY OF ARLINGTON 238 N.OLYMPIC AVE.-ARLINGTON,WA.98223 PHONE:(360)403-3421 STATUS: ISSUED Permit#: 07-7551 BUILDING PERMIT Project Address: 17725 48TH DR, ARLINGTON Parcel No: 31052100400101 PROPERTY OWNER APPLICANTCONTRACTO A8 B5 7 ND AVE S QDU a5l-\j a,Q- -0- KENT,WA 98052 LICENSE#: EXP: CONTRACTORPLUMBING 1 1 JOB DESCRIPTION CONSTRUCT 12,000 SF AIRCRAFT HANGAR IIB S-1 sprinklers req. 1 story 24 occ !Description _ Fee Amount Paid Balance Due Permit Fee $2,000.00 ($2,000.00) $0.00 C-Building Permit Fee $4,833.75 ($4,833.75) $0.00 Permit fee to complete interior $1,006.50 $0.00 $1,006.50 C-Building Plan Review Fee $1,149.09 ($1,149.09) $0.00 Plan review to complete building $0.00 $0.00 $0.00 Plan review to complete building $647.07 $0.00 $647.07 C-State Building Code Surcharge $4.50 ($4.50) $0.00 Total Due: $9,640.91 ($7,987.34) $1,653.57 PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPI LlYFAINTIL ED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. 1 iIS APPLICATION IS NOT A PL• SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. If ignature rin a e Date Released By Date ATTENTION 1 S UNLAWFU USE OR OCCUPY BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.UBC l09/IBC 110/IRC 110. ARCHIVE APPLICANT =ASSESSOR OTHER CITY OF ARLINGTON 238 N.OLYMPIC AVE.-ARLINGTON,WA 98223 PHONE:(360)403-3421 PERMIT FEES/RECEIPT DATE: Tuesday,November 20,2007 PERMIT#: 07-7551 PROJECT ADDRESS: 17725 48TH DR,ARLINGTON LOCATION: APPLICANT: ABBATARE,INC. 18215 72ND AVE S KENT,WA 98052 206 251 6222 *FEE SUMMARY: Description Fee Amount Paid Balance Due Pennit Fee $'_,000.00 ($2.000.00) $0.00 C-Building Permit Fee $4,833.75 ($4,833.75) $0.00 Permit fee to complete interior $1,006.50 ($1,006.50) $0.00 C-Building Plan Review Fee $1,149.09 ($1,149,09) $0.00 Plan review to complete building $0.00 $0,00 $0.00 Plan review to complete building $647.07 ($647.07) $0.00 C-State Building Code Surcharge $4.50 ($4.50) $0.00 Total Due: $9,640.91 ($9,640.91) $0.00 *FEES ARE ESTIMATED BASED ON INFORMATION PROVIDED AT SUBMITTAL-SUBJECT TO CHANGE PAYMENT TRANSACTIONS: Date Receipt# Method/Payee poW p ! 9/7/2007 CRCT3428 Cash/ ($2,000.00) No Fee Description! ($2 000.00) 10/5/2007 REC000071 Check 4010/Arlington Airpark Partners ($5,987.34) C-Building Permit Fee ($4,833.75) C-Building Plan Review Fee ($1,149.09) C-State Building Code Surcharge ($4.50) 11/20/2007 REC000165 Check 4012/Arl Airpark Parners,III LLP ($1,653.57) C-Building Permit Fee ($1,006.50) C-Building Plan Review Fee ($647.07) ' CITY OFARLINGTON 238 N.OLYMPIC AVE.-ARLINGTON,WA.98223 PHONE:(360)403-3421 Permit#: BLD20077594 BUILDINGPERMIT Project Address: 17725 48TH DR, ARLINGTON Parcel No: 31052100400101 'PROPERTYOWNER APPLICANT CONTRACTOR ABBATARE HANGAR ABBATARE HANGAR ABBATARE HANGAR BLDG E 17617 49TH PL NE HANGER B BLDG E 17617 49TH PL NE HANGER B BLDG E 13318 SR530 NE ARLINGTON,WA 98223 ARLINGTON,WA 98223 -0- ARLINGTON,WA 98223 LICENSE#:MARYSP 101 JE EXP: CONTRACTOR MECHANICAL • • ABBATARE HANGAR BLDG E 13318 SR530 NE -0- ARLINGTON.WA 98223 JOB 1 COMMERCIAL PLUMBING PERMIT FOR BUILDING E �D VALUATION: $0 PERMIT TYPE:Commercial PERMIT GROUP:Plumbing NUMBER OF STORIES:0 TYPE OF CONSTRUCTION: NUMBER OF DWELLING UNITS:0 OCCUPANT GROUP: CODE:2006 OCCUPANT LOAD: EXISTING AREA PROPOSED AREA BASEMENT:0 1 ST FLOOR:0 2ND FLOOR:0 BASEMENT:0 1 ST FLOOR:0 2ND FLOOR:0 3RD FLOOR:0 GARAGE:0 DECK:0 OTHER:0 13RD FLOOR:0 GARAGE:0 DECK:0 OTHER:0 FRONTi • CK SIDE SETBACKREAR SETBACK REQUIRED: PROPOSED: RE UIRED: PROPOSED: I REQUIRED: PROPOSED: HEIGHT ALLOWED:O PROPOSED:O REQUIRED: PROPOSED: SETBACK NOTES: PERMIT • • 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 APPLICATIO IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HISMER DEPUTY AND ALL FEES ARE PAID. _ Gt�t I —0 igna re Print Name Date"J Released By Date ATTENTION 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.UBC109/IBCI 10/IRC110. ARCHIVE APPLICANT ASSESSOR OTHER r �, . . ^� _ „' BLD20077594 CONDITIONS • None INSPECTIONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. CALL FOR INSPECTIONS BUILDING/ENGINEERING/PARKS/UTILITIES/FINAL(360)435-0674 FIRE(360)403-3607 When calling for an inspection please leave the following information: Permit Number,Job Site Address,Type of Inspection being requested,Contact Name and Phone Number,Date Preferced,and whether you prefer morning or afternoon. • None . h" C it COMMERCIAL PLUMi5ING PERMIT APPLICATION Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX (360)403 3447 THIS APPLICATION MUST BE ACCOMPANIED BY FOUR(4) SETS OF CONSTRUCTION DRAWINGS,AND FOUR (4) SETS OF FIXTURE SPECIFICATIONS(CUT SHEETS). CALCULATIONS ARE REQUIRED FOR GREASE INTERCEPTOR IF APPLICABLE. Type of Permit: ( ) Commercial ( ) Commercial Addition/Alteration 13LD6 �- .3/0 521 c)()q 00) a r Project Address: I r � Parcel ID#: Lot#: - ��R Subdivision: Project Description: f�,0 o t� $r ,A r rC ra'('f' hsbhLtAC Valuation: Owner: 4a re ZhL Phone Number: Address: �� 72 NA &C city AT State: k)k Zip Code: Contact Person: Phone Number: Cell Phone Fax: E-mail: Address: City: State: Zip Code: — Please List quantity of fixtures Below: 41 WATER CLOSET BATH TUB SHOWERS LAVATORIES CLOTHES WASHER LAUNDRY TUBS FLOOR DRAINS FLOOR SINKS SINKS URINALS SUMPS DISHWASHERS WATER HEATERS ROOF DRAINS WATER PIPING DWV ALTER/REPAIR LAWN SPRINKLERS DRINKING FOUNTAINS MISC PLUMB FIXTURE GREASE INTERCEPTOR GREASE TRAP Contractor: �+ Phone Number: Address: R //►�,�� City: State: " ZipnCoodde: Contractor's License Number: /M1s>�Z�V1�� Expiration: I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- describ property will b i ccordance with the laws, rules and regulation of the State of Washington. 101:26167 n/ Applicants Signature a!e 'dliISO Print Applicants Name FOR STAFF USE ONLY BI .g0D�7S4 % 16 a Permit# Accepted By Amount Received �Rc,,ptDate Received WEB Forms—10 Page 1 of 1 3/07 dwa � I r IN 7 T. Q OF ARLINGTON, WA 1 ,1 PROi-OSED SITE PLAN FOR LOT 402 FILE NO. Z-04-032 SEC. 21, T. 31 N., R. 05 E., W.M. I I .W IF' -f n-�• i '` 1 °� Z °o I i _ F W a_ N33I8'70E / +]500' I I r r1 E( �,• � . •I I I ISO.OD', It3.IX! � S 'ILua`- I I I'�Y1D 2�1 i� � � � � U p f}y r4_.31Y-1LF� � Z O 1. -�✓ .. II II I ! d_4T j f s t3T �{T l r.. n..rr..r. !7 (`(i� r i > I' I N - •-� -z r S �I! _ ,�J-..' ( I 15 DRAINAGE EILSEULWT- 1 1 _ 17D•BI�BIND P, IM / Y' •rr - - ~ 1}D' I I \ I 1 W Sir APROwUATE LOCA110N I + 1 ` •.��.� + W N .. OF E% CB TYF•C II 4A' I ! _ / _ ]1000' I 10'xSBL- I u I B(kBING B a ARLINGTON. � U t z 1 S LD? F X LOT C /n�6co sr i T 455%5Im I Ir:174OW AIRPORT 1 ! „�i i, b 1 r ( ; I ) •{ �;• LOT Il I BUILDING H 1 , 1 '•' '.. 1 r/1 0� r "dd / OxVs1ER A l 0.7790 AG 17000 3 1?U l+ 170'LOCATION IF-12450' 7 0. • I W . Ewsl 6"DO 1 7',7 f:1 •• �� ; 00 , (TYPICAL) : !. ✓'� CS - ` ♦ t 0 2 p A W. 4 EX CB TYPE 1 > I ( •- ; ��]]• l.. 1�1-� ', r .�,'. / I W. f Mu•174.43' ,+}1;' R , r•44f- F.��. I I Smao IS PNoIEC . q+vN1.171-731R•) d '• 1 ;+' 7 �' A j1'.6. g, Li�^' '' 1 I GTE SITE 1 •,4�\\\ + 1 I Y•1 + 11(5' J�0 _ FI•' 1 i �JI �`• SIX "• $ ,`?y' i' ' .• 3Ae r9'He)'�IK+' 4 }15J eq I a� I -rlayLLA 1 : 1 I ! " r, '.` � '.Yr ' ': 1 �•ty � 1', 5, 1,;P' I 1 S . ._ I v,• • �`a 1 ! � • Ys !,.iJ �'.. y. I 6' QTIQIK�I�� + _t I . U _ _- � ' �II . +� f_ r . `s +2:WTI eYre6r xF. d1•'• ',7i a LA a 1 c♦ ♦c/L EwsT.gtpH 1 d , � ; /u i1Jt i'�l.r 1 .. .C~._i•2•L-Iy�`�' M rryi w � Z 1 y T / ''!'fl �Mft, � _ I �' LOQATION MAP l��• 120• raj <I I �Ft ENE 1�.IOOO INV Fug 5i'C8" r INV NW-HOB 00' 1 11 1 �- -�'1'- � , I MEDAL DESCRIPTION• INV SE-107.90' VI 1 1) 1 f2D•I , ( , 1110, DUUPSIE 1j, • S.%'S ( , MAT PORTION OF 7K SOUTHEAST NA,IMR OF 5ECDON 21.IOwNSHIP 31 NOR IN, LceeDDN BUILDING E LOT E ; u , RANGE 5 EAST,WY.YONE PARTICULARLY DESCRIBED AS FOLLOWS: - O , ' j ( - •' ; n�,., 12.000 SF 10.7790 AC. -- 1 , CODUERCO+G AT DIE SOUTHEAST CONNER OF ME SNDIEASI NARICR OF SUD 1 _ •I FT-124.50' J SO'B.SD,L I LOT D �' BIIILDWG D 1 LOT D fs - �. , SECDON 21; THENCE S BB'Of 53'w ALONG THE scum uw DE SAID SUBDIVISION I I 0.50'Y1 AC. 9,6D0 Y 0.5555 AC `� ( I FOR A DISTANCE OF 581 93 FEET;THENCE N 1.51'07'W FOX A DISTANCE OF - - '� BIT.n�4G(�• , 1' I 162]20 FEET 10 ME SOUTHWESTERLY CORNER OF LOT 401 AND ME TRUE PONT 3 I I f 1 I K BCCINNING:THENCE N SS 48'20 E ALONE DIE REST ME DE Sup LOT 401 �74� I 1 • 1•Q3''F`' , Dh FOR A DISTANCE Of 43000 FEET i0 A FONT MAT I$]1000 FEET,A$UEASIN+CD PERPENDICULAR TO,FRO.THE CENTCRUNE OF RUNWAY I1-24 THENCE 112V , I N 56'll'40'W PARALIEI NUM Ax0 31000 FEET SOUTHWEST a SAD LLNKRLWE I 1 FOR A DISTANCE N 42200 FEET:THENCE S DI .B'20'w FOR A DIET:THENCE Or C IN•V NxSP11613'(B'PVG) _ 1 lI 1I 1 I -. . f7,/ !TIT + 1 V�1 f7.• .)_ 1 s., I 43100 FELT; THENCE S 15 1F 40-E FORA FEET 70E O POINT 00 FEET:SARGENTo ( I`{ ) I I. •3 t 'jrI -+ f y"Hi; I N]]'AB'20"E FOR A gSTNICE Of 16593 FEET TO A POINT W A ENT CURK TO ME LE T HANG A RADIUS OF 35 TO FELT;THENCE NORIHFRLY ALONG I 1 y FI W a 1 I DK ABC OF SUD NRK THROUGH A CENTRAL ARGUE OF]B'S6']]'Fq A 0 4• I I - 4 1 , + t'l�. : 7 '\Ll. 1f - '�J •' I DISTANCE OF 2319 FEET TO A POINT OF A NCKgSE CURVATURE.THE RADIUS OF _ W.CH 1S 5500 FCEI;THEM ALONG THE ARC OF SAID CURK THROUGH A DERMAL CCNNCCi l01 I f� • . ! •� O• ) Y'�y 41 T + •l,FrG7(,rj J'r t.F�: i r' ANGLE OF 257.53'06'FOR A DISTANCE OF 24755 FEET TO A POINT OF REMORSE _ CK SIDEWALK AAAA_ I'' �7' ssssf.ff`• , NRVAMRE,ME RADIUS OF WHICH 1S]500 FEET;THENCE SNT RESlERLY ALONG 1 13p.0p' 4 •5• .Y..1 ';j '•'1 7T�"� j..':' ^Y�L v:1�0-00• 1 MC ARC OF SUD CURVE MRNgH A CENMAL ANGLE OF JB'56'33-FOR A DISTANCE OF 2379 FEET.THENCE S 33.48'20'W FOR A DISTANCE OF 16593 FEET;THENCE S 5W 11-40"E FOR A DISTANCE OF 17600 FEET:THENCE N 3]'4820'L L. 1 ' V -� FOR A DISTANCE OF 5DO FEET TO ME TRUE POINT OF BEWNNING V r-•••-- EXISTING OIFOMAnOH$YSTEu -'- A rr l 4 ---- • ... ---------------••A--------�L_�T -JIB '(-------------- I SUBJECT TO AND TOGETHER IBM EASEMENTS,COKNANIS,CONOITONS,RESERVATIONS I , I APPROXIMATE LOCATION Of I-_- •••-------------------- I AND RCS FRICTIONS OF RECORD. .r11 \I \I OF EX 12'DIP W TER UNf I I i 1 `lI m SITUATE IN THE COUNTY Of$NOHOYISH,STATE OF wASI11NGTON i `til �----� f or INSTO SRI�a E%.S,,,,y,,,D rhI' III I I I OWNER/DEVELOPER- al =I Y ABBATARE.INC, 0 8 1 I LOT 401 17617 49TH PLACE NE. n :�I I HANGER C ; m 1.1 LEGEND ARLINGTON. WA, 98223 w --------- DENOTES EX.SEWER UANHDLE PHONE: (425) 403-2245 0 DENOTE$EX.CAS VALVE -" ------ -" --- v v DCNOW EK WATER LINE SITE INFORMATION DATA• DENOTES CATCH BASIN ZONING: AIRPORT FLIGHTLINE {)��, � I ®•�+DENOTES TELENSION PEDESTAL PROPOSED LAND USE: AIRPORT FLIGHTLINE Q Y 15jf Hi�UL au p�.DENOTES CARSONITE GAS LINE UARKCR GROSS SOUARE FOOTAGE: 3.6792 ACRES LINE TABLE yu m� --. X DENOES HOGVARE FENCE LINE LENGTH BEARING Wy�I.1V�T6 3 An 7 faLtnd {�7�f6'.�7J�/2' 4,AWWr.,7.�,WTF �R'1 I •"��DENOTES OKRHEAO ELECTRIC WANES NUMBER OF LOTS: 6 u LENGTH NO w �n - �( h,`'^ {�•y�7�(' .C1"•� pA !( t WWI ' -- - '"DFHOR$CENTER ME AVERAGE LOT SIZE: 3.6792 /6 = Q.6132 ACRES Z L2 7D.55 nA43723'L Lfl{dl�)) VW74o 74.OJE*^w ow ti DENOTES PROPERTY uNC WATER SUPPLY: PUBLIC(CITY OF ARLINGTON) F- ••.. OCNO TES RIONT-OF-WAY(UEDICAIEO) SEWAGE DISPOSAL: PUBLIC(CITY OF ARLINGTON) Vr O CURVE TABLE yJx _ DERBIES PROPOSED LOT LINE ACV }S - Z DENOTES PROPOSED L BACK urvE FIRE PROTECTION DISTRICT: CITY OF ARLINGTON /I �J Z Z LURK IENGM RADUS DELTA L.T �� •-U'��lry �� p �..DENOTE$50'BUFfER LINE SCHOOL DISTRICT: ARLINGTON /16 U JI � 0 Z ( ROAD AREA(EXCEPTION): 0.4867 ACRES AU E� •)(rf1f CV Q -Cl 2].N 35.00 30'A']]' 1 '�� DE CITIES ADJACENT PROPERTY uNE F 1_.•/E /U(� Q W'Cr 1 C2 74.75 55 DO 7752'IB' '*/ '�+DENOTES SECIION LINE - O 0 F_3 C3 49-02 5500 51D4'14' }r-F.k.iL �'s�" cak '-,A�-rixz-...+ter- ------- •v DC NOTES PROPOSED EASEUCNT O N LL. C4 41.6{ 55 DO 43'3fi 10' Id� 1{E9`i / ]s:- •-- �.• DENOTES EKISTNG Y CONTOUR $DATUM. NGVD 1929 C J A P ►- 05 $1.02 SS.Oo 8570.73• ..-/ ---332 -�-�DENOTES FINISHED CONTOUR Ir-L C6 23.79 j%co 3056'3Y M 1 /y� 0\ NAW 66 CC.4L0.510H:ADD 371 FT <O _j LW \d1 F GL/ •] ti DENOTES PRp•OXO HYDRANT ASSEMBLY r\ Q Z J - - V TT(-- ti DEN D ES MOPOS[D WATER UNE U GRAPHIC SCALE ; CC W/FIRE HYDRANT = m 00 W (� to Q;tt'IE)f�o F�f ri t l9dl�'1� t»�1l�tOffrn - - -- NOTES � Q DENOTES PROPOSED SEWER LINE Lt W/M ANMOIE k STUB ^� DENOTES PROPOSED S70RM LINE IPFE10S 2 PARKING SIALLS:67 TBUILDINGS TO OTAL TT a ARLINGTON APPflOKO SPRINKLERS Z N N DENOTES PROPOSED WATER SERVICE E. (7x FEE' 40 I S plc I Is c*an TF 1 �O�16 pP1TT 6 f�Ef�O�lA (U[TER BOX) 6N _ 1 Inch- 40 FL p 2,,-�f5 1,�+ �,.}��,..��6E� �j --...DENOTES DRIVEWAY CUTS V Y4 '4r� 6�•r.�� )4,. i 11t f e Ilst Elf" GifJ1*(�.�dtio 6p Of /� (SIB PLAN 3-30]-001) + � �F-••• � }!t��•Y _ r rtrm�,Hch mw Include chanceA to this slte c� r. �'''P"�>'• Y 1 OF 4 [Y,1gS pnl , EEB 2 2 2005 # 15665 l/LMR'RU4566S/OW0/15665MSC/1Aa-xrtDAc- 15665U,Si.I..u-�Il-t•,. IN THE OF ARLINGTON, WA -" PROPOSL_J"SITE PLAN FOR LOT 402 FILE NO. Z-04-032 SEC. 21, T. 31 N., R. 05 E., W.M. ° N33 48'20•E 435 DO' I I I-t �Q • • H W 1 UOo0' 143.X; n• nnrnW.4 U y U) WWH 15'DRAINAGE(A'l MINT • ' 1 1 120' 120' 1 BUILDING F APRO%!MATE LOCATION 1 ( I `I'9'�SITI • '. _ 1 OF EX CB TYPE II.b' I / , I PF-12400' I / �-,A-� ( J 1 ]10 U0' -IC BSBL. ->c BI)LDING G �. l ARLINGTON;, �� U Cc Z A LOT G ao0 SF I Z ossss AC.I LOT )( 1 �. 2.U00 AIRPORT>,� O=kGd S a Jlv i t..._ 0".G AG �Do oG H 1 ' -• r/�( _ LOCATION x I :, I Iw' I I qp• I FF-12T50• 1 nx.SD' 4 r t Z �3 f •I `�. 1 W Y. o (TYPICAL) CS 4 I 0 \ EXIST.fi"CO 1I{11I�L��IIIj{ppppppJal EX.CB TYPE I I2M-124.4' I \ u, 1 I • ,S7♦t !!t "+ INV NE=I2z n'(B') ----_ ...I \•,• - I „{fT ' P SITEC h ,1 ) / •� K � '�+; it', 0°tr 1 A'LyY j W I ,": ��1. IWtI. ) 1 _ N � N3]�p1., -1- _ * 1 ' 1• S -S .../-_i•- 1e��-�� WUY __ 11 `' ��ii ,Y17, _ _. !• :Y�. n x n6 SAG 4c.6 Tom'•': m ( I II l:,.l'I • y vVf 1 7•N• •f•.[, x•. C/L EXIST.DIICH' ItR 6 1 �''' Yj''/r• •;o LOCATION rl•; / -_c1:J it I 1 >Ul E' 1 100E INv Nw. I " I -- _ j LEGAL DESCRIPTION, INV SE-107.90' VI I II i 7'� I 1 1�' M�n� _ I I IN AT PORTION aF THE SOUTHUST OIMIIIER OF SECTION 21.TOWNSHIP 31 NORTH.LOC - ( II I 3 ( _ - BUILDING E LOT E " I RANGE 5 EAST,W.M.MORE PARTICULARLY DESCRIBED AS FOLLOWS: 12.000 SF ' ll I I ' s I _ FF-12150• 10.779E AG ; I I COMMENCING AT 111E SOUTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID PU I I 1 IV O.S.B.L. LQy' d ''' SUILDIN D LOT D = I SECTION 21;THENCE S BW(TV 53'W ALONG 711E SOUTH UNE OF SAID SUBDIVISION I I I ( QDOp/A�. pp 9,6D0 Y 0.5555 AC -- I _ FOR A DISTANCE OF 581 93 FEET.THENCE N V 51'07•W FOR A DISTANCE OF BULLDWO GI I 1 9 1<i, FF-124 00 I _ _ I 162120 FEET TO ME SOUTHWESTERLY CORNER OF LOT 401 AND THE TRUE POINT `, SF W ` - I CU1 OF BEGINNING;THENCE N 3Y 48'20•E ALONG ME WEST LINE OF SAID LOT 401 FF-12/00' I 1 -"� C• -._ = I I FOR A IN OF 4]0.00 FEET TO A PINT THAT IS]t¢lW FELT,AS MEASURED - PERPEN0QILAR TO.FROM THE CENTERUNE OF RUNWAY I1-29.THENCE N 56'11.40•W PARALLEL WITH AND 31OD0 FEET SOUTHWEST OF SAID CENTERLINE Wle-179. ) 111 1 1 ( ��1 �•�-� .! 1_ -C'-'J- - --- - I 1 FOR A DISTANCE OF 422.00 FEET;THENCE S 31 46•20•W FOR A DISTANCE OF INV NW,SE-116.1 J'(B"PVC) a 1f 1 1 ( ( V - I 435-00 FEET;THENCE 5 56 11'40-E FOR A DISTANCE OF 17LOO FEET:THENCE n I I N]3'48'20•E FOR A DISTANCE OF 16593 FEET TO A POINT ON A TANGENT o I I I I f. N'Y �A. ! CUFIVE TO ME LEFT HAVING A RADIUS OF 3500 FEET;THENCE NORTHERLY ALONG •• I Ij4 'f; (! 1 �\ ME ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 36'56'33'FGR A J b •' I I 7 '', I DISTANCE OF 2379 FEET TO A POINT OF A REVERSE CURVATURE.THE RADIUS OF CONNECT TO u II I _ ( M .i/ 1W1H04 15 550E FEET: THENCE ALONG 711E ARC OF SAID CURVE THROUGH A CENTRAL y E% SIDEWALK ANGLE OF 257'53'O6'FOR A DISTANCE OF 24755 FEET TO A POINT OF REVERSE ( � , - .7 r� 4 I I CURVATURE,THE RADIUS OF WITCH IS 35.00 FEET;THENCE SOUTHWESTERLY ALONG > 130A7 1 I ME ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF JUT 56'33•FOR A 135.0E • DISTANCE OF 23 79 FEET-THENCE S 33'41F 20•W FOR A DISTANCE OF 165 93 s 1 ----^�--L-P----- MY3'44',10•[ _-_-.-------„^_-__--_- ---- FEET;THENCE 5 56 S 4F E FOR A DISTANCE OF 176.0E FEET: THENCE N]]'4820 L I $ I---__ FOR A DISTANCE OF 500 FEET TO ME TRUE PONT OF BEGINNING t -- EXISTING INFILiRAPON SY51EM "`-�-""•`--- I I - --- -_ .-- - SUBJECT TO AND TOCEMER WPM EASEMENTS.COVENANTS.CONDITIONS.RESERVATIONS ( 1 APPRO%IM ATE LOCATION OF FF I AND RESTRICTIONS OF RECORD. OF E%.12.DIP WATER UNC lY I I I I N SITUATE IN THE COUNTY OF SNOOMISH.STATE OF WASHINGTON INSTALL 1 9 IF I I I 1 I 4 1 I o rc l m OF Crav+C rFUICE ) I 1 1 I I 1 I 1 TO SWECU�fH�N l�l I I I I E f I OWNER/DEVELOPER. } Y 14 I I I ABBATARE, INC. I I LOT 401 17617 49TH PLACE NE. IZ�ZI 8 HANGER C O I•I LEGEND: ARLINGTON,WA. 98223 a7 I I ------------- DENOTES EX.SEWER MANHOLE PHONE: (425)483-2245 o III _ 6 DENOTES EX.GAS VALVE SITE INFORMATION DATA. --- V •v OENOIES E%.WATER UNE • ti DENOTES CATCH BASIN ZONING: AIRPORT FLIGHTLINE •" DENOTES TELEVISION PEDESTAL PROPOSED LAND USE: AIRPORT FUGHTLINE 40V � Wti/ 4/'OE/GW ��®L ®^" Q p•'... DEN TIES CARSONIIE GAS UNE MARKER GROSS SQUARE FOOTAGE: 3.6792 ACRES LINE TABLE .•.�_ ---X X DENOTES HOGAIRE FENCE UNE LENGTH BEARING [7([7Y 4�J ,�( � V�' ---'- DENOTES OVERHEAD ELECTRIC WINES NUMBER OF LOTS: 6 LI f7.50 N09'43'00 IT �T� ��"'•••---JJJ-- ,��•� •v DENOTES CENTER UNE AVERAGE LOT SIZE: J.6792/6= 0.6132 ACRES Z L2 xB.55 NB{'ST2J"E I L7N daV9�K�� •+�OF OTES PROPERTY UNE WATER SUPPLY: PUBLIC(CITY OF ARLINCTON) Q �] ti DENOTES RIGHT-OF-WAY(DEDICATED) SEWAGE DISPOSAL: PUBLIC(CITY OF ARLINGTON) U CURVE TABLE -"'"-"- -- DENOTES PROPOSED LOT LINE z Z N FIRE PROTECTION DISTRICT: CITY OF ARLINGTON '� DENOTES BUILDING SET BACK UNE ? -M SCHOOL DISTRICT: ARLINGTON 16 J Z CURVE LENGTH RADIUS DELTA (�m� " 1�� 1 u �•-- �-DENOTES 50'BUFFER LINE M I� CI 23.79 ]500 3B'56'33" -� ^� DENOTES ADJACENT PROPERLY UNE ROAD AREA(EXCEPTION): 0.4867 ACRES 3 2061 ¢ W� N Q C2 74.75 55,00 77'52•I8" -'--- '�DENOTES SECTION LINE G 49.07 55.00 6114*14- `L�-71�..•. a --- - -- '�•. OENOIES PROPOSED EASEMENT U1 1�) O O n C4 LL IT lk 55,00 4Y35"10' '/ u w �� ""�"� ------" - 332- --- •v DENOTES EXISTING 2'CONTOUR (� Q <N Aa.. cs 8L92 55.00 85.20'23' DATUM' NGVD 1929 J ( L C6 2379 35.0E ]B3fi'J2' I _^ 0 --332 ^�DENOTES FINISHED CONTOUR NAV9 88 CONVERSIONS, ADD 371 IF r O O W •GJFC/I „�,._,.. •�-•DENOTES PROPOSED HYDRANT ASSEMBLY '♦ MQ�1�Z'.-��y V }TL-- •� DENOTES PROPOSED WATER UNE U W Ul W/FLRE HYDRANT W m._J _ DENOTES PROPOSED SEWER LINE NOTES, Q IL 10 GRAPHIC SCALE M of 0( - I...-_y ko*4g p, &_yry J) --_ W/MANHOLE k STUB DENOTES PROPOSED STORM LINE 10 FEgV S' 1.ALL BUILDINGS TO HAVE CITY OF ARLINGTON APPROVED SPRINKLERS Z �y�IN FEET ��/M•L�_ �...�{y �j ,^ L 2 PARKING STALLS: 67 TOTAL 1 Inch D)fL 4 Is.��.J all E'Jd Od b�21�2pNpC911t..Pkmo r L♦er to the }F NFL ~ (METER BOX) POSED WATER SERVICE yQ•pf 114s4*e pEC f lit�®list of"applice o oaKlit1 m of /I I\ •~•(510OPLAN J-]03TOq)S - �q o�xrndt,v*f Ich muy lndude chences to this site Oar. 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