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D 0 0 0 0 3 - o °C -- Z a Q C oC U li Z Q Z v c a LL O AID > O � ° a p = cd � tm cc IL ✓` �� Q 7 cd N J ` O 7 ° O L_ n. � U s D LL LL 2 Q d ❑ ❑ ❑ ❑ N ❑ ❑ ❑ ❑ ❑ �/ C p W 1 F— °CL 1 N a � / W O N c J p � Q •a � � cA o O W co U N 0 C p 7 cC 7 J� cn a Z 3 c 0 U 0ii aH w O ❑ ❑ 000 O o Qw � O W ~ w N o Z c Z `�� aO W co C co ZZ O o -U H co cu ❑ m Z iri �. m t c o .- co c"c y z a U o cn cD Cc o W -�°v o 3 3 E ` Z ❑ ❑ ❑ ❑ O ❑ 0. a 0 0 0 0 0 0 � W a Z JZ aO W O ~C7 enc c n 3o �� H o c ca o c c o o ° c 2 0O � rn m c O U 0) c c v ❑ O ❑ ❑ a ❑ ❑ 00 ❑ ❑ �� C w > ~ o (A a c �c W ca v, o o coo J =)O Q C QN 0 S Fn c cdw U vU NOO N cc p O 76 W 7 U LLn JU a t o D Q w CD v O cc M CM w a O 2 c O 0 mZ Z rn Z W O U 5 L ca ❑ ❑ m W V E c� ' v> c F o a� co a � Z ° z W a LL0cn0i o a 0 \ Z J Z a � W N > � C� II � � O 515- O �U g c o coo � o n o IL Q O N Q r O O N 00 c ❑ ❑ ❑ ❑ C O ❑ ❑ ❑ ❑ ❑ c � � ��+ � � i' � � � � � � � � � � � � �� � � � � C I TY OF ARL- I NOTOhl CONSTRUCT I Ohl PERM I T PERM I T NO- = O 1 —4364 Owner: THOMCO CONSTRUCTION 18930 66TH AVE HE ARLINGTON 98223 Value of Work: $354, 224. 00 Tax ID: 153105-4-007-0006 Phone: 360 435 2110 Describe Work: CONSTRUCT NEW COMMERICAL BUILDING Proposed Use: CONSTRUCTION COMPANY Legal Description: Job Address: 18930 66TH AVE HE Contractor's Name Type Address License# THOMAS CONSTRUCTION GEN 19010 59TH DR. HE THOMACC22422 P E R if I T F E E S Equipment and Fixtures Number Fee Total Charge ----------------------------- ------ -------- ------------ PLUMBING FIXTURES 1 $10.00 $10.00 S U B T 0 T A L... ... $18.00 TOTALS Fee Permit Fee $2,421.75 Fixture $10.00 Plan Fee $1,574.14 Park Mitigation $2, 962.08 Plumb Permit $25.00 Surfacewater Devel Fee $8, 187.23 State fee $4.50 Traffic Mitigation $4, 152.00 5IGNATUR� A=OR- TOTALTOTAL FEE. .............. .. $19,336.78 I HEREBY CEREAD AND AMINEDAND PAYMENTS..... . . . . ....... . . $1, 166.40 KNOW T E SAMREC' A" POV SIONS OF LA S AND DUE..... ........... . $18, 170.70 OR NA CES GO .RNI THI. TYPE OF W K W LL BE MPL ,D WI WHETHER S CIF ED-HE NOT. UA'1'Ej:1 .•- ,,` RECEIPT #� I ([ '7J� l _ 1c� 1 oJ� I ING0 I I L T `f" �- -. - �VT- �� ��t1s-�r--'�� �If'lW�l�-wfebC�'R�' _ � v�'e�IM4l�,u�1��.r«...�+r�•e _-�� � - rf ,,�. � _ �� . . .. 1 1. TC63 COST ESTIMATE Description Cost Break Down Quantity I Units Unit Price I Subtotal 1. T.E.S.C. Construction Entrance 1 EA 1,000 1,000 Maintanace 1 LS 500 500 Street Sweeping 5 HRS 65 325 Subtotal TESC $ 1825 2. Site Preparation/Earthwork Clear&Grubbing/Site Preparation 1 LS 6,000 6,000 Strip Topsoils/Export&Dump 375 BCY 5 1,875 Import Fill Material Subgrade 1,446 Tons 10 14,460 4" CSTC Under Exterior Truck Pad 260 Tons 16 4,160 CSTC Walkways 25 Tons 16 400 Structural Excavation Building 1 LS 2,500 2,500 4" Capillary Fill Building 245 Tons 16 3,920 Subtotal Earthwork$ 33,315 3. Storm Drainage System CB Type 1 6 EA 750 4,500 Infiltration System Cleanouts 4 EA 450 1,800 6" Perf RECEIVED 300 LF 17 5,100 Slotted Drain 90 LF 35 3,150 Fabric NOV 2 8 2000 1,400 SY 2 2,800 6" Perf Behind Walls 140 LF 15 2,100 6" Solid CITY OF ARLINGTU' 100 LF 12 1,200 8" Hi-Q u �j 485 LF 25 12,125 �' `�`- Subtotal Storm $ 32,775 4. Sanitary Sewer System Connection to Existing Stub 1 LS 350 350 Type II 48"Manholes 2 EA 2,250 4,500 8" PVC 280 LF 22 6,160 6" Side Service 50 LF 22 1,100 Subtotal Sanitary Sewer$ 12,110 5. Fire and Domestic Water System 8"D.I. Water Line 70 LF 25 1,750 8" Hot Tap Main 1 LS 2,150 2,150 Fire Hydrant 1 LS 2,300 2,300 2" Domestic Water Meter 1 LS 1,400 1,400 2" Domestic Service 120 LF 12 1,440 2" Saddle Tap(incs patch asphalt) 1 LS 1,250 1,250 Subtotal Fire and Domestic Water$ 10,290 7. Asphalt Paving 2" Class B/4"ATB 2,856 SY 12.85 36,700 Lakeside (no paving West 80') Subtotal Paving$ 36,700 8. Concrete Concrete Work(Apple Builders) 1 SY 71,450 71,450 Curb&Gutter 85 LF 10 850 Extruded Curb 1,300 LF 4 5,200 Subtotal Concrete$ 77,500 10. Exterior Finishes/Site Improvements Stripping 1 LS 800 800 Signange 1 LS 1,600 1,600 Landscaping 1 LS 6,000 6,000 6'Chain Link Fencing 500 LF 12 6,000 Subtotal Exterior Finishes$ 14,400 2.5% of Total Estimated Construction Costs: $ 5,472.88 PLAN REVIEW APPLICATION CWA CONSULMNrs 22421 NE 20"'Street Redmond, WA 98053 Phone (425) 836 2833 Fax(425) 836 3707 JURISDICTION INFORMATION 1. Location: �� 2. Permit Number. �}� Li3 Lo la I�i� 3. Code Official Name: _�At V t lh l�n� p�I? kJ 4 Address: 5. Phone 6. Alternate Contact Person: Phone: ( ) Fax( ) PROJECT INFORMATION 1. Name of Project: Q > '� cq 2. Address: 1-f- V /7 Please review plans un er the following edition of the Uniform Building Code: ( ) 1994 Edition 1997 Edition ( ) Other: (please specify) Full Review —Structural Only Non-Structural Only 3. Please also review plans for compliance with the following codes: Edition: _U.M.C( ) _ Energy( ) _U.P.C( )_N.E.C( ) Other( ) Specify 4. Enclosed are: opy structural calculations (set of plan 1 opy energy calculations 1 copy specificadonsVoll&2 1 copy soil report 1 set 5. Soil Bearing Capacity: 2�0� 6. Seismic Zone No.: 7. Basic Wind Speed: l 8. Wind Exposure i3 9. Frost Line: i 10. Ground/Roof Snow Loa :�2-s­ 11. Valuation: c S Comments: Code Official's Signature: a , Date: ! 2� PROJECT CONTACT INF RM TION(Optlonall 1. Contact Person: 2. Address: 3. Phone: ( ) Fax( ) 4. Copy of review comments to contact person: yes no ENGLNEERING & STORM DRAINAGE PERMIT` #- ��� DATE: NAME: l -� ADDRESS• 1 199 �O _ TYPE OF BUILDING: S ^0 PLEASE NOTE ALL NECESSARY CORRECTIONS OR REQUIREMENTS ON SITE PLAN IN RED. APPROVED\YES DENIED\NO STORM DRAINAGE DRAWINGS STORM DRAINAGE CALCS ROW REQUIRED AMOUNT REQUIRED: EASE= REQUIRED AMOUNT REQUIRED: CURB GUTTER SIDEWALK PAVING TRAFFIC MITIGATION FEES TOTAL ADT x $50: AMOUNT OF MITIGATION FEE: CITY ENGINEER: DATE: City of Arlington Building Dept `� FIRE DEPARTMENT CHECKLI,(s I' PERMIT # � y DATE: ` aC( NAME: Q Y}'� ADDRESS: ( 7� 1 �.�J � �� e ( �AJP LEGAL: 10 -51• (.wq BUILDING USE: AOCCUPANCY CLASSIFICATION: A B --T E F H 1 2 12.1131 4 -'� 1 2 3 1 ,,'"2 1 1 1 2 1 3 1 4 1 5 6 7 I M R S U 5T75.2 1 2 1 3 1 3 1 1 1 2 1 3 1 4 1 5 1 1 2 TYPE OF CONSTRUCTION I II III 1V V F.R. F.R. ONE-HOUR N ONE-HOUR N H.T. ONE-HOUR N Item inspected&completed Signature & Date: Site Plan: Approved Denied Access Requirements: Required: Fire lane: N v R E C E I V E D Sprinkler system: A)0 DE Alarm system: /j U Knox Box: CITY OF ARLINGTON Fire extinquishers: T Hydrant: # of hydrants required: Location of Hydrant: �� - SLc`3,-,r" Location of Knox Box: dvt�-2 tsni� ✓mac-1�L Location of Fire Extinquishers: '7Zi 64- Fire Flow requirements: Location of address on building: s'> FIRE DEPT: - ✓ Date: L-?-A6 "Z igmture Build\form\fdchecklist r' r• .i City of Arlington Building Dept/-1,� ' FIRE DEPARTMENT Cl PERMIT # `'1��(o4 DATE: I � ���( CO NAME: O M c-C7 ADDRESS: I 7j `1 - / �iln �_�C.(J(� LEGAL: _3 1 Q S1S -000q oc( -oo BUILDING USE: AOCCUPANCY CLASSIFICATION: A B E F H 1 2 12.1131 4 1 1 2 3 1 2 1 1 2 1 3 1 4 1 5 6 1 7 I M R S U -T — 1.1 1.2 F2T3 1 1 3 1 1 2 F 4L 1 2 TYPE OF CONSTRUCTION -" I II III IV `r F.R. F.R. ONE-HOUR N ONE-HOUR N H.T. ONE-HOUR N Item inspected & completed Site Plan: Approved Denied Signature & Date: Access Requirements: Required: Fire lane: Sprinkler system: Alarm system: Knox Box: Fire extinquishers: Hydrant: # of hydrants required: Location of Hydrant: Location of Knox Box: Location of Fire Extinquishers: Fire Flow requirements: Location of address on building: FIRE DEPT: Date: Signature Bu i I d\formtdch eckl i st 1 City of Arlington Building Dept' PUBLIC WORKS CHECKLIST PERMIT# DATE I *Z9 —OQ LEGAL _15 C5 ,03 10 t5 l .5- () q-007 —0(� Plat Lot Tax ID# NAME 0 M G n ADDRESS I 'R q ?n Jam(,Tl1 K)P J BUILDING USE [ f i bjjfj0A• # of BUILDING UNITS Existing Required Signature Date Water Meter Fire Hydrant Side Sewer Permit Monitoring Manhole ✓ �FG' J � O Cross-Connection Control 'r Sewer: Off site ✓ �o ti On site Water: Off site On site Pretreatment Discharge Permit / Water/Sewer Fees Date received —C Date Yellow returned r UV Date Pink returned - jr .- - �cT. ��,_,�.. — - �i e�~lN G r 2 City of Arlington -�sNxNG��� MEMORANDUM Water Quality TO: Thomco FROM: Karen Latimer, Water Quality Specialist DATE: December 13, 2000 SUBJ: Water Quality Review Building Permit #00-4364 1 have reviewed the documents submitted with the above referenced building permit. Listed below are water quality requirements, and a request for information. Please be advised that all items must be completed and approved before the Water and Wastewater Departments will give approval for occupancy. Re uirements 1. Complete and return the enclosed Cross Connection Survey and Industrial/Commercial Waste Discharge Permit application. 2. A State of Washington approved Reduced Pressure Backflow Assembly (RPBA) must be installed on the domestic water supply line, on the downstream side of the water meter. Install per City of Arlington Standard W-16. After the RPBA is installed, it must be tested by a State of Washington certified Backflow Assembly Tester, at the owner's expense, then be inspected by me. Provide a copy of the test report prior to calling for inspection. 3. Construction of new water main shall be in accordance with City of Arlington standards (1997 edition), and shall comply with new main construction and backflow prevention requirements, per the attached handout. Request for Information 1. Will a fire sprinkler system be installed in the building? 2. Will a landscape irrigation sprinkler system be installed? 238 North Olympic Ave. . Arlington, WA 98223 Memorandum -Thomco December 13, 2000 Page two 3. What is the total square footage of the office portion of this project? I can be contacted at-360.403,3505 if you, have any questions. 1 City of Arlington Building Dept PUBLIC WORKS CHECKLIST PERMIT #_� — �j �-�- DATE I I �q C LEGAL 15 3 1 O LJ 1 S OCOq —00-7 Plat Lot Tax ID# NAME � nmcr) ADDRESS 1_':,3 q (�a ) J BUILDING USE _ A, tU" 7 bL) # of BUILDING UNITS Existing Required Signature Date Water Meter Fire Hydrant Side Sewer Permit Monitoring Manhole Cross-Connection Control Sewer: Off site On site Water: Off site On site Pretreatment Discharge Permit Water/Sewer Fees Date received Date Yellow returned Date Pink returned r' I • City of Arlington Planning and Community Development N1W Minor Development Permit November 21, 2000 Thomco Industrial Development MN-00-045 I. PROJECT DESCRIPTION AND REQUEST Thomas Construction requests a land use permit for the development of a 10,000 square foot building on approximately 1.3 acres, including public improvements. The proposed building will be used for industrial purposes (storage/distribution). II. GENERAL INFORMATION 1. Applicant/Owner: Ed Thomas, Thomas Construction, 18930 661h Avenue NE, Arlington, WA 98223 2. Contact Person: John Burkholder, Higa Engineering, Inc., 1721 Hewitt Avenue, Suite 401, Everett, WA 98201 3. General Location: The site is located at 18930 66th Avenue NE in Section 15, Township 31 N, Range 5E, W.M. (Tax ID No. 310515-0004-007-00) 4. Address of the Property: 18930 66th Avenue NE, Arlington, WA 98223 5. Description of Proposal: Development of a 10,000 square foot building. 6. Acreage: Approximately 1.36 acres 7. Comprehensive Land Use Designations, Zoning Designation and Existing Land Uses of the Site and Surrounding Area: AREA LAND USE DESIGNATION ZONING EXISTING USE Project site Industrial Industrial House/office North of site Airport Industrial Airport Industrial Warehouse South of site Industrial Industrial Industrial East of site Industrial Industrial Vacant West of site Industrial Industrial Vacant/Storage Yard 8. Public Utilities and Services Provided by: Water: City of Arlington Cable TV: TCI Cable Sewer: City of Arlington Police: City of Arlington Garbage: Waste Management Northwest Fire: City of Arlington Storm Water: City of Arlington School: Arlington School District #16 Telephone: General Telephone Hospital: Cascade Valley Hosp. Dist. #3 Electricity: Snohomish County PUD #1 Gas: Cascade Natural Gas � M Minor Development Permit November 21, 2000 Thomco Industrial Development MN-00-045 9. Public Notification: A Notice of Application and Mitigated Determination of Nonsignificance (MDNS) was published, posted, and mailed on October 18, 2000. III. ENVIRONMENTAL REVIEW An MDNS was issued on October 18, 2000, with a 15-day comment period followed by a 10- day appeal period; no comments were received. IV. BACKGROUND The subject minor development permit review application was received by the City of Arlington on August 3, 2000, and the application was deemed complete on August 28, 2000. Additional information was requested on September 15, 2000, and was received on October 13, 2000. A Notice of Application and Mitigated Determination of Nonsignificance (MDNS) was published, posted, and mailed on October 18, 2000. V. FINDINGS OF FACT 1. Application Process: The minor development permit application was received by the City of Arlington on August 3, 2000. The application was deemed complete on August 28, 2000. A minor development permit is an administrative review process per City of Arlington Uniform Development Code (UDC) Chapter VII, Sections CA and C.S. 2. Comprehensive Plan and Zoning: The City of Arlington Comprehensive Plan identifies this area as being Industrial, and the subject property is zoned Industrial per UDC Chapter III, zoning map, Page III-2. Storage/distribution facilities are a permitted use per UDC Chapter V, Section I. 3. Lot Dimensions, Density and Related Requirements: The proposed development complies with the minimum lot dimensions for storage/distribution facilities (1 acre in size and 100-foot minimum width) and yard setbacks (front 25 feet, rear 20 feet, and each side 20 feet) and with maximum building height (50 feet). Lot coverage is not applicable in the Industrial zone. 4. Non-residential Performance Standards: The proposed development must comply with the standards of performance for noise, lighting, odors and gases, particular matter, electrical interference, hazardous materials storage, waste disposal, open storage, maintenance and alterations, and hazardous waste facilities per UDC Chapter IX, Section 13.2. 5. Off-Street Parking: The proposed use as calculated per UDC Chapter IX, Section CA Parking Requirements, requires 16 parking spaces, at 3.6 spaces per 1,000 square feet of gross floor area for the office area, which is 5,650 square feet, and 1 space per 1,000 square feet of gross floor area for the storage/distribution area, which is 10,800 square feet, plus 1 loading space at 1 space for each 20,000 square feet and 1 dumpster space. The proposed site plan shows 22 parking spaces, 2 of which are handicap accessible, 1 loading space, and 1 dumpster space, which meets the minimum requirements. \\CoaVuis\Thomco bldg\Permit.doc kjr; 11/20/00 Page 2 of 8 Minor Development Permit November 21, 2000 Thomco Industrial Development MN-00-045 6. Landscaping: The final site plan shall comply with the requirements of UDC Chapter IX, Section N, Landscaping. The required landscaping for a storage/distribution use is Category C, which requires 10 feet of Type III landscaping adjacent to all street frontages. The landscape requirement for the parking area is a minimum of 17-1/2 square feet of landscaping for each parking stall for the first 50 spaces per Chapter IX, Section N.7. The landscape plan reflects sufficient frontage and parking area landscaping to meet the general landscape requirements specified in Chapter IX, Section N.7. Plant material must be guaranteed for one year with any replacements guaranteed for one year also. 7. Transportation: The proposed development is located at 18930 66th Avenue NE, Arlington. The site will access off of 66th Avenue NE. It is anticipated to add approximately 40 average weekday daily vehicular trips, which includes 4 p.m.- peak-hour trips, to the street system. Transportation mitigation fees shall be paid to WSDOT to mitigate the traffic impact from this development to state roads at $1,472.32, to Snohomish County for impacts to county roads at $2,412.00 and to the City of Arlington at $1,038.00 for each p.m.-peak-hour trip, or $4,152.00. A letter reflecting payment of the required fees shall be received prior to issuance of the building permit. 8. Stormwater Management: The City has adopted storm drainage requirements per Arlington Municipal Code Chapter 16.10, Stormwater Management, and the Department of Ecology's Stormwater Management Manual for the Puget Sound Basin (The Technical Manual). Site plan drawings with a proposed drainage system have been submitted. A preliminary review of the system indicates that it will probably work. Per City of Arlington Ordinance 1216, there shall be a payment of storm water system development fees to the City of Arlington at $374.00 per 2,000 square feet of impervious surface area. 9. Critical Areas: The site contains no identified environmentally sensitive areas. 10. Groundwater Resources: Best Management Practices will be applied for the protection of the aquifer recharge area underlying this site. 11. Park Mitigation and Impact Fees: The project will employ 6 people, who will use the City's park system. Per UDC Chapter XI, Section B.4, there shall be a payment of 5 cents ($0.05) per square foot of land per approved site plan. 12. Airport Management: The Arlington Municipal Airport requires that street lamps or light poles located on the property be shielded as to avoid interfering with flight operations. In addition, a 15-foot access easement was granted from the Airport to Thomco Industrial; this was granted on the condition that Thomco Industrial (or any future owners) must maintain that 15-foot easement. 13. Water and Sanitary Sewer: Adequate water and sewer service is available to the site from the City of Arlington; utility services to the building and fire hydrants and fire protection as required will be reviewed when construction drawings are submitted. All existing and planned utilities shall be shown on the site plan. \\Coa\kris\Thomco bldg\Permit.doc kjr; 11/20/00 Page 3 of 8 Minor Development PermIL November 21, 2000 Thomco Industrial Development MN-00-045 14. Criteria for Approval of an Application and Issuance of a Permit: Per UDC Chapter VII, Section D, Criteria for Approval, the Department of Planning and Community Development is required to review for compliance the following criteria before an application can be approved. a. The development is consistent with the dimensional, density requirements and Performance Standards of the UDC and other applicable laws and regulations; and Staff Analysis: As identified above, the development is consistent with the dimensional, density requirements and Performance Standards of the UDC and other applicable laws and regulations. b. The development as proposed incorporates, to the maximum extent feasible, mitigation measures to substantially lessen or eliminate all adverse environmental impacts of the development; and Staff Analysis: The development as proposed incorporates, to the maximum extend feasible, best management practices to lessen or eliminate all adverse environmental impacts of the development. C. The applicant has presented certification that the applicant has filed and paid all the taxes, penalties and interest, and that the applicant has satisfactorily made agreement to pay the taxes (NOTE: this requirement is only applicable to subdivision plats); and Staff Analysis: This requirement is only applicable to subdivision plats. d. Prior to final approval the applicant has followed all permit processing procedures and paid all applicable land use fees. Staff Analysis: As stated above, all permit processing procedures have been followed and a condition is included that requires that all applicable land use fees be paid prior to final decision. VI. CONCLUSIONS 1. The City of Arlington Comprehensive Plan identifies this area as Industrial, and the subject property is zoned Industrial per UDC Chapter III, zoning map, Page III-2. A storage/distribution facility is a permitted use in the Industrial zone per UDC Chapter V, Section I. Therefore, the proposed development as noted and conditioned is consistent with policies governing industrial uses and is allowed in the Industrial zone. 2. The requested minor development permit as conditioned meets all UDC requirements, including Chapter VII, Section D, Criteria for Approval, and all other applicable codes. 3. The minor development permit should be approved subject to conditions noted below. \\Coa\kris\Thomco bldg\Permit.doc kjr; 11/20/00 Page 4 of 8 Minor Development PermIL November 21, 2000 Thomco Industrial Development MN-00-045 VII. DECISION The minor development permit is hereby APPROVED, subject to the following conditions: 1. All development shall be in substantial conformance with the approved site plan dated October 13, 2000, subject to any conditions or modifications that may be required as part of the minor development permit. 2. Prior to issuance of a building permit, the applicant shall file a drainage plan and construction plans, meeting the following conditions, in conjunction with a building permit application. The final site plan shall comply with all requirements of the Unified Development Code, Uniform Building Code, Uniform Fire Code and Public Works Construction Standards and Specifications. 3. Prior to issuance of a building permit, the developer shall submit proof of payment of all required mitigation payments (transportation mitigation fees to WSDOT at $1,472.32, to Snohomish County at $2,412.00, and to the City of Arlington at $1038.00 per pm peak hour trip, which is 4, for a total of $4,152.00; and park mitigation fees to the City of Arlington at 5 cents per square foot of land per approved site plan, which is,1.36 acres or 59,241.60 square feet, for a total of $2,962.08)., 4. Prior to issuance of a building permit, the developer shall pay stormwater system development fees to the City of Arlington at $374.00 per 2,000 square feet of impervious surface area, which is 43,782 square feet, for a total of $8,187.23 5. All exterior lighting, including streetlights, shall be down shielded. 6. The Arlington Airport granted Thomco Industrial a 15-foot access easement; this easement shall be maintained by Thomco Industrial (or any future owners). 7. Prior to issuance of a building permit, the developer shall clear all outstanding land use permit-processing accounts with the City. 8. The minor development permit shall become null and void if use and reliance is not established within one year of the below date of approval. Vill. CODE REQUIREMENTS (NOTE: The following items are not conditions of permit approval, rather certain local, state, or federal code requirements that the applicant needs to be aware of. This is in no way intended to be a complete list of code requirements, but a general checklist of major steps and issues. Please refer to the AMC for a complete list of code requirements for your particular project type. 1 . Code Applicability. This application is subject to the applicable requirements contained in the Arlington Municipal Code, Zoning Code, and Building Code. It is the responsibility of the applicant to ensure compliance with the various provisions contained in these ordinances. 2. Pre-Construction Phase. Prior to commencing any site work, including installing any easement or right-of-way improvements, utility systems, drainage \\Coa\kris\Thomco bldg\Permit.doc kjr; 11/20/00 Page 5 of 8 Minor Development Permic November 21, 2000 Thomco Industrial Development MN-00-045 systems, street lights, mailbox structures, emergency facilities, storm water control systems, or any other improvements, improvement plans must be submitted for review and approval by the Department of Public Works. Said plans shall be in conformance with applicable code and below listed conditions. a. The applicant shall survey and mark all property corners prior to review of any submitted construction plans. b. The applicant will be required to design and install erosion control measures deemed necessary by the City. These measures must be installed and inspected by the City prior to the issuance of any permits. C. No site preparation or other disturbances shall be undertaken within environmentally sensitive areas or their required buffers. d. Submit to the Director of the Department of Public Works and receive approval of a stormwater run-off and detention plan in conformance with the AMC Chapter 16.10, Stormwater Management, and the Department of Ecology's Stormwater Management Manual for the Puget Sound Basin (The Technical Manual) for both the construction phase and a permanent system. All site drainage must be directed through biofiltration swales prior to discharge into wetlands. e. All new utility lines shall be placed underground. f. Provide a temporary rock pad at all points of ingress and egress to the site throughout the construction phase. g. On the construction plans show locations of all required streetlights to be installed as designed. h. A Right-of-Way Permit is required for and prior to any work done in a public right-of-way. i. All lighting shall be low sodium or similar low intensity illumination and placed in a way as to not cause glare on an adjoining property or right-of- way. 3. Construction Phase. The following conditions shall apply during construction. a. All applicable noise and other nuisance codes are applicable. b. Mud and dirt shall not be tracked onto public rights-of-way, but if tracked by accident shall be immediately cleaned-up. C. During any site grading or clearing activity, the applicant and contractor shall use all available means of controlling air pollution (dust, ash, and smoke). d. The restrictions of the AMC shall apply to any and all grading. \\Coa\kris\Thomco bldg\Permit.doc kjr; 11/20/00 Page 6 of 8 1 Minor Development PermIL November 21, 2000 Thomco Industrial Development MN-00-045 4. Installation of Improvements. Prior to receiving a building permit, the applicant shall: a. Install all rights-of-way and access easement improvements on all proposed streets internal and existing streets adjacent to the project per the requirements of UDC Chapter IX.A.1.c.12-20 or City of Arlington Ordinance 1213 adopted November 1, 1999. The applicant shall coordinate with all adjacent developments the final design of the street improvements and/or include the appropriate transition tapers for the street pavement to be included from the property. Improvements shall meet the following classifications: 1. Half street improvements (curb/gutter 16", sidewalk 5', landscaping 4', pavement and drainage per street classification standards) are required along the frontage of 66th Avenue NE per City of Arlington TIP, Comprehensive Plan, or as established by street classification standards. C. Install a potable water system to serve the project per City of Arlington's Department of Public Works requirements. Water is to be served by the City of Arlington. d. Any existing water facilities shall be relocated and/or water services/fire hydrants shall be installed prior to the required improvements at the expense of the developer. e. Install a sanitary sewer system created per Department of Public Works requirements. Sanitary sewer is provided by the City of Marysville. f. Install cluster mailbox structures for units in the development in a location approved by the U.S. Postal Service. g. Install a permanent storm water control system, per AMC Chapter 16.10. h. In lieu of completing any of the above improvements, the applicant may submit to the Department of Public Works a performance security to cover the cost of installing any or all of the improvements within one year of the date of permit approval. However, no Certificates of Occupancy may be issued until all improvements are completed. (NOTE: Infrastructure requirements are based on conceptual information as submitted by the applicant. Additional specific requirements may be required upon review of the engineered construction drawings as submitted by the applicant. All improvements are subject to review and approval by the Department of Public Works. All utilities shall be constructed underground.) XI. APPEALS To appeal this decision, an appeal application must be filed, with all required fees, within 10 working days of the date of issuance of this decision. The City Council or a Hearing Examiner \\CoaVvis\Thomco bldg\Permit.doc kjr; 11/20/00 Page 7 of 8 Minor Development PermIL November 21, 2000 Thomco Industrial Development MN-00-045 would hear the appeal of the permit and their decision would be considered the City's final decision on the underlying governmental action. X. EXHIBITS 1. Approved Preliminary Site Plan and Landscape Plan received October 13, 2000 2. File MN-00-045 (Thomco) ORDERED THIS 21 ST DAY OF NOVEMBER 2000. 16V�x� Cli trong, nning Manager Re ponsibl fficial Distribute o the Following Party of Record: • Ed, Thomas, Thomas Construction, 18930 66th Avenue NE, Arlington, WA 98223 • John Burkholder, Higa Engineering, Inc., 1721 Hewitt Avenue, Suite 401, Everett, WA 98201 • Department of Public Works, Paul Richart • Building Department, Dave Anderson • Water and Sewer Department, Terry Castle \\Coa\kris\Thomco bidg\Permit.doc kjr; 11/20/00 Page 8 of 8 N `2 .. .............. ®RR . .............................................. ........... rn 00 rD K, r) > > 0 ;t CD til 00 CD r" 0 yzi Z 0 Ot, 00 %.o 0 0 CD (D t7l oil r)z 171 r-I OJ 0 r-I 0 U)0 t-4 tod M b tTJ -n 1-4 00 I:Z 0 Z 0 O.A. > and C) 0O py C) ci tTj C) > z Usk 0 En ('D z z ................. y �';u:..z u mr ®RO-, City of Arlington Building Dept -PUBLIC WORKS CHECKLIST PERMIT# (���— ((2 DATE _ zq ~ 00 LEGAL I - ? I C �5 I ' a)(^Y)l q QQ-7 _..0�7 Plat Lot Tax ID# NAME J 1 � ( 01 G ADDRESS 1, r;C� ` ��_, T" BUILDING USE /A),I ,,+f i (�u i.0 #of BUILDING UNITS Existing Required Signature Date Water Meter % 9-5-Di Fire Hydrant X4 J Side Sewer Permit via �1 Monitoring Manhole Cross-Connection Control V Sewer: Off site ✓ On site ✓ r�- Water: Off site On site ✓ Pretreatment Discharge Permit / Water/Sewer Fees '✓ - 17 " c_ Date received 1 `� Date Yellow returned Date Pink returned i I - - - _ tip .- m r _ _ _ � � 0 Pagelot' 1 Barbara Noble From: Virgil Renfroe [vrenfroe@mail1.Ci.arlington.wa.us] Sent: Thursday, September 13, 2001 3:08 PM To: Barbara Noble v Subject: Thomas Brothers Industrial Park Barb, I went out today and did a Final Inspection of the Thomas Brothers Industrial Center (Aramark). Bob with Thomco Construction was with me for the walk through. They have performed all repairs as required. I have signed the green card for them. Thank you for your help Barb. Have a nice day. VLR 9/20/01 RECEIVED JAN 5 2001 CWA CONSULTANTS STRUCTURAL ENGINEERING CITY OF ARLINGTON BUILDING CODE CONSULTANTS 22421 N.E. 20th Street, Sammamish,WA 98074 (425)836-2833 FAX: (425)836-3707 E-Mail: chuckw@gte.net January 2, 2001 Thomas Bothers Building — 00-4364 1997 Uniform Building Codes Type of Construction: V-N (assumed) Occupancy— B/F1 (assumed) Stories: 1 Area: 10080 actual/ 16,000 sf allowable Seismic Zone: 3 Wind Speed: 80 Wind Exposure: C David W. Anderson Building Official City of Arlington 238 N. Olympic Avenue Arlington, WA 98223 Dear Mr. Anderson; We have completed our review of the Thomas Bothers Office/Warehouse Building. The plans are in substantial compliance with the 1997 Uniform Building Code. The plans are being returned with our indication of review on them. Please note the changes to the plans as stated below: NONSTRUCTURAL 1. I have added general information to the plans concerning the occupancy, Type of Construction and allowable area. If this is not what the designer had intended then the plans should be modified and resubmitted. 2. The exterior doors must swing over a landing that is not more than 1/2" lower than the threshold of the doorway. The landing must be 44" minimum. I have indicated this on the plans. 3. The facing of the insulation that is exposed to the interior must have a maximum flame-spread of 25. MECHANICAL 1. No mechanical plans were submitted. 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The building envelope is acceptable as submitted. Slab edge insulation is required since the component analysis submitted did not eliminate the edge insulation. This is required for the entire building since large open area has a heating input greater than 12 btu/hr/sf. I have indicated this on the plans. -2. 1 did not receive any lighting calculations or completed forms. This should be submitted for your review. 1998 WASHINGTON STATE REGULATIONS FOR BARRIER-FREE DESIGN 1. One of the accessible parking spaces must be van-accessible. The intermediate space must be a minimum of 8'. 1 have indicated this on Sheet 2 of the site plans. 2. The maximum side slope for curb cut ramps should be 1:12, where the width of the sidewalk at the top of the ramp is less than 48". Section 1106.4.7.3 3. All doors in the building that have a latch set or lock set should have lever-type operating hardware. Section 1106.3.1 4. Door thresholds should be shown as no higher than 1/2". The edges should be beveled at 1 vertical : 2 horizontal, with a maximum edge height of 1/4". Sections 1106.10.4, 1106.6 STRUCTURAL 1. For your information, "Special Inspection" is required for: Concrete construction Anchor bolts (Table 19-F) 2. The line numbers shown on the metal building manufacturer's plans do not agree with the line number shown on the architectural plans. They appear to be reversed. I have modified the architectural plans. 3. The structural calculations and plans have included the mezzanine designed for a Live Load of 125 psf. The live load should be posted in the storage area. 4. The metal building plans are acceptable as submitted. I have added a few clarifications to the plans. Sincerely; Chuck Williams SE CWA Consultants x � xw0xQ F zUz z Q ° ao � � N M � � ZW114 � o uwa w W [- U z y z w M F F 71- aO a W jC,07 � OQOU 'z ¢ �W � w•,•, 3 0 '3P 3 l •� w U!'l � qq W O w W W W F w V O O U O ~ OM om OM 0 O u' w � AC7QO W�' a -► E a a > A a V - Q F° ¢ C7 ¢ l U n w � O w m ¢ z I- -yF" QA z ¢ a M M z xx ¢ C x) � H � �o � C) ro �wN H � Q33wwHxxW x � F ] a :�, _ z u x xx F- � zzwm w mu M M M a � �z4' w, a �' ¢ Q W� OF z w ] N � � go; 0 U E �, ]vwi w u a N a N a N a a WL�-] ,. O ., W �yy ['. J>' up' O � j � a� v, u l� w U N 00 N 00 N 00 N N Cw. A r3 , O ""� i' x ¢ F Q!i a p Q _ Q . C O 0 rn C� o1 C7 F 0 ~ p� F Rq Q F S '-� V W Z U zwrnw a a ¢ xg w E C7 Vz~v VEi..y.i IFI > .5c � .o5 5c r ❑SA aOU~Q �a u wUa w .an O¢ >U p wpO v� 0 a mZ wO y ¢ >oO� Uoo Q � Ou wo pw - w w r0 o4 0 4 > Un y I �l W a❑ � '-' u Ur u x a .aa u1Ozz uo zd zd Q uau�a a z A Q Q z >- W O a; Owc? z a F a g Q' ai ¢ F- x0, a, ua.m yC a a a 3 a z ,a 5m V p > > > L a 0 a z p a a F„y ❑ vW� Q �Wkn Q U d O a4 n O w w Q Z" z vn w0 l v� a Q �° Q Q X u t `hula H °" ❑ IN v o �oaog W < w 23 223 0 ® O O c a Q CCN ocad ❑ � «choi. ,co.hi �w, O Pw. a¢ W U � O N� Z P4 o 0 U" vtw � ¢ O va d❑m z.�Co ����a��'o�>,Wa1 � , �OHLl 3 bci a� C7 a F YC M OQw1 ww F a . � �y- 3x x¢' Q m �i, �dmi \ ��wC Z VtL U U LLI O 0 Oo z bx O a W Q ' L o� 3 zL& a0O o 0o m Fin C) If) o o � _ u� II � t F-4LQ I ¢ o ° z z ❑ a a � 0 �d W 3 C o ° o uo z o v� O w � o 04 Ou a�U uU z o - QF Q> w � Wp3 m Q zv ° Ln ° v U ¢ Zau cl �2 O a kO x 6tt a O UO > QGr C u F. -00 z U5 zz6oOcwdi� A PORTION OF SECTION 15 ToMsi,-IIP 31 NORTH RAN E 5 EAST W.M. I I I EXKM L 1 Lxe r NE ST NE I I 'ErsRALD MDUSTRJES ARUNCTON o I I e PTNMx W FLOOR ELLIV-w.r I I EXLSV�P T ' ! </ ­4 MOSTINGS Z NE -- PAVI�Ir I I I I \10 .. 9 1. EAseMENr NATER MAIN / 1 __ AP'PL'W. LOCATM I 1 '� N 08179'02'"W 454.r3' 0.11E TE I PIL TUAL j al < DR w �r I PROPOSED Fy!!i LINE !1 2�NME 2, ,7aD N£ .......... ................ — - -- --- ■ PROPOSED ----- ! 1 2A27 1 2 ze I I us-MR `- I I EASr:Nt 1 1"TN !._ I AREA VICINITY MAP CA PROPOSED 9 ' df I I Li (TYP) I I Li Li =I STEP AU �sti: '':' ■ I I DOWN oFF'I�COSED ES wA URENOU!:iE f� v 1 •�. � � ' / 1 :. w ,::•. :::•::•:•::.t:.: s'X 40 a oeo OA.FT TorA1 1 n PROPOSED,PAVING RETAKNMNG I I : � ' � IV a WALL T ;: :: :::•:................ I,leo So.r oFF,ct ' o f I b l 2 1 GRAPHIC!CALK V. RE'm _ LD' (Tyr) g' 1 • � l� cOwcRET E aLAe ;ARjA I / I yIy 2 I PROPCOM I �oyNaeFre 3I:Ae I W LANDSCAPE ::::::. � ,xxrE� � caNCRETE wALKWAT PA 4t!• 1 EXISTING.I I STEP 1 111L V LANDSCAPE GRAVE. I 20' LANDSCAPE CATCH BASIN i EXISTING 1 I BIIN�LNG 1 1 , Q C T CONVEYANCESTORM HATER NAPE - . DRAMArE PLOW PROJECT INFORMATIQU i^ SITE 1 I. OFT STRaT PARKING r2WM CURRENT Cr"STANDARDS. i. STOW PRAINKE PLANS WILL BE SUBMfTTED AT BUILDING PERMT• 1 tZs�O��LN�G U. G-tC tl�Z'ITLC6w.r S TOTAL RILUIRID WABCUSE PARING SPACES SUMM7AL AND WILL r9rT OR EXCEED DEPARTMENT OF ECOLOGY AHD � T�i� f fir,W, �, , 4 �,rn taur� to co�npfy'With i TOTAL REOUIRED OFFICE PARKING SPACES arr OF ARLDK,.TON STANDARDS. STOW WATER M►ILTRATION ALL BE'tl r N/N -W ARL.IHGTOI UWNEDSDEVES AS PM ath�IT CODE. DfO Of THE TED AT"MT END OF PROPERTY AS ID&MMED ON TF"5rrL' l r Qprilf;. U:.i91ons and Wa- s nao say �b' d PLAN. all ur F LAW WM" , Lrale Him —` NiOVIDlD OPP STRffiT PARKING 7. SIONMt1E WILL OE PLAG�AT THE EAST ENTTtANCE ON KTH AVE. DWC5AL CITY OF ARLI •- 2D 47PARKCNG SPACES AT V x IS' MATERk"TO INCUAX- 2 POLES,.to TALL, 2 LINEAR 0M I IF,CAT ON � R e a.!Y /-F,f [~ . �k.Y � a HANDICAP PARKRiG SPACES DESIGNED TO ADA STANDARDS PANELS 5' X W BLADE OF PLASTIC, AND PRL55LR!TREATED WOOD 7O ^-9 �f PROPOSED PARKING SPACES SEPARATE LDDIrIFICATION 91QL 2. NO INTQOUL TRAPPIC PATtOM YELL BE PRESCRIBED. a EIISTM PENCICS ON SOUTH PROM"LINE ARE OWN LNC AND I P40ODDL EWnNG PEKE ON NORTH PROMMY LINE b W M rEW. � (,y �K�� IO,OEO`sP"�� '� T\� mrACTED Dir. CLAW W AMPMALT(2Lrfs) V CQ ,N 7MCrm D? AMF"LT TPWATm SkW S. PROPOSED LANDSCAPING 15 TO BE IN ACOOREWACE NI TH THE OTT OF "TM AVC NE- c O?TAGT'm DIF N cmm m ISM[=Wm TM A-1 CVWCFSM CUM•GIJTTM FM Mtl.fIGT WS UDC NO LOCATIONS ARE =NTINED ON MAP (M tNr�,nwT� r:AN ' OHAPrat IX-4 OF THE UDC). S THE ONLY T NORTH LIGHTING ON SITZPROJECT.IS ATTACHED TO EXISTING WILL ,�. �� ._i•�- BUILDUHG AT NORTH C'ID OF PROAiICT. ALL NEW LIGifTNG WLLL EE • '.. �¢ sm.Fvw m 4. SITE SHALL BE WADED WITH A OAX r7INA'7<Ir•I SLOPE TO DRAM TO THE ATTACHED TO THE NEW BUILDING. SEE PRDVWW ELEVATION PLANS. `_ Ae rm c2r7 ofinewCE NORTH AND WEST 1 111M IT NLLL W TREATED AND INFILTRATED ON .-•_2o J1111 A SI THIS SITE HAS r71 MAL PALL ACROSS THE INIIRE SRO. 10. A Sa PROPOSED ZA5E Qfr MR COT1ON ROAD ACCESS b TO BE GHoTN AVENUE NE TE. CO ZM DRAINAGE PLANS WELL BE SLIIR'UTTED AT BUILDING PWIfT NEGOTIATED 6ETHEDI THE ADJOINING W1D0AU9t5. rN ADDITION, A I _ ' SLEWITTAL. 5EMM FA5EPIEW IS TO BE APPUED FOR PRIOR TO BUILDING I'fRftlT t ;`rf,(� IL1� ..L.w.wwt itva of ibis Pyn' it Is6U{f1g!•.li!?;;r , NOT TO 3C3.LE S. THE BUILDING WILL#LAVE AN EAVE HEIGHT OP 20' -i'AND AN APPLICATION.. CVZRA.L HEIGHT OF 24 FEET. ,:;:!1a' to1'�PPi'{'?It.V�G'dS'c1 i efer CO The - :rr r'�-,.,�,•,1';,,r,:;,nSl?cor.did rr.of DATE..^ .r�..•{ JflIOFl9•.•fry�tit,c :;.) Pt.W 4/14/DO T�OI"iAS SROT�-{FRS JOB NO. I io/wo0 SEPA REVlSIOH^ RFA DPS GNID BT, AL}I, I LAD, mall DRAB" ffr' AEH' MILD' RPA INDUSTRIAL DEVELOPMENT 14gO � PLAN Ckmx BY.JI.2B/I•+INH 15T SUBMfTrA4 BUILDING PERMITI GINEERING,INC. v2,'+•-+tt A •.�+'• 401 2ND sLt9r�rtTA1, E.r.1t.WA 96201 5RD 5UBM1TrAL, PRELIMINAR7 SEPA SITE PLAN 14261 262.2820 f.0 262-9561 - 10/12/00 FILE,