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HomeMy WebLinkAboutPermit D2000-179 - METRICOM INC AT EMBASSY SUITES - WIRELESS COMMUNICATION FACILITYMETRICOM AT •EMBASSY 3 111T E5 D2000-179 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. 000580 -0024 15920 WEST VALLEY HY AMOT DEVPERM TUC 001 North: TUKWILA .0 South: Sewer: Slopes: Contractor License No: WHALECI008BR METRICOM INC @ EMBASSY SUITES Phone: 15920 WEST VALLEY HY, TUKWILA, WA 98188 EMBASSY SUITES Phone: 206 762 -7014 15920 W VALLEY HWY, TUKWILA, WA 98188 RICHARD CARDOZA Phone: 206 -794 -7510 METRICOM INC., 17515 NE 67 CT, REDMOND, WA 98052 WHALEN & COMPANY INC Phone: 206 -794 -7510 17515 NE 67 CT, REDMOND, WA 98052 **'k**:k*•k ******* k•k•kkk•k*** *** ****** k** k k ** kk•k** k** k *kkk* k*•k***** k **** *k*k kk Permit Description: CONSTRUCT WIRELESS COMMUNICATION FACILITY CONSISTING OF 'SIXTEEN PANEL ANTENNAS MOUNTED TO THE EXISTING MECHANICAL PENTHOUSE AND UP TO THREE ELECTRICAL EQUIPMENT CABINETS LOCATED ON THE ROOF. *::k** ** ** ***k** * * ** *`k ***• ** k****** k***•k•k*•k k** kk***• k** kk*1 kkk *•k ****k * **k•k **k** * *k** Construction Valuation: $ 25,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut/Access/Sidewalk/CSS: N -Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: Storm Drainage: N Street Use: N Water Main Extension: N Private: N k *** k*• k************• k *k *•k** * * * *** * * * * **•k•k ***•k ** *kkk *•k* k TOTAL DEVELOPMENT PERMIT FEES: $ 650.06 *****• k** k• k******• k• k*• k*** k• kk** k** k******** kk: k** k*• k* k******* * * *•k * * *k*:* *k*** *k * *•k *k*k** OCCUPANT OWNER CONTACT CONTRACTOR Permit Center Authorized Signature: DEVELOPMENT PERMIT I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the, provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. This permit shall become null an old 180 days from the date of issuance, or for a period of 180 days from the last Fire .0 East: TUKWILA N Permit No: Status: Issued: Expires: Streams: (206) 431 -3670 D2000 -179 ISSUED 06/30/2000 12/27/2000 Occupancy: UBC: Protection: .0 West: .0 HOTEL /MOTEL 1997 SPRINKLERED /AFA (312_,Lt---- Date: N Public: N ** k*•k ***k** * *•k****** ** *•k** Date: ' 3c c c if the work is not commenced within if the work is suspended or abandoned inspection. z mo w , 9U 00 y 0 ' W w J F ' ! co u_ w 0 2 J = v w , z o o' 0 0 N :. 0 I- . w F- F. F . • z p 4. Address: 15920 WEST VALLEY HY Sui te: Tenant: Type: DEVPERM Parcel #: 000580-0024 **k***)004********.A***4.***A***A*kk**k***k* Permit Conditions: 1 . 'No changes wi 1 I be made to the plan ,Engineer and the Tukw 1 la Building D 2 . Al 1 construction to be done in conf plans and requirements of the Unifo Edition) as amended, Uniform Meehan and Washington State Energy Code (1 Electrical permits shall be obtaine State Division of ,Labor and Industr work wi 11 be inspected by that agen 4. 'Al All permits, inspection records, an available at the job site prior to struct ion. These documents are to able until final inspection ePProva CITY OF TUKWILA Permit No: D2000-179 Status: ISSUED Applied: 06/01/2000 Issued: 06/30/2000 A*i****A***kklk**11,*A****klIg*M**14A s unless approved by the i vision. ormance with approved rm Building Code (1997 ca 1 Code (1997 Edition), 997 Edition).", d . through ' the Washington les and al 1: electrical cy (248-6630) , d approved plans shall be the start of any eon be maintained and avail- 1 is, granted: . Description of work to be done: Construct a wireless communication facility consisting of sixteen pannel antennas mounted to the existing mechanical penthouse tV 111 ..a up C ClC C. Li,.y I.i .ci1 C ui. p1 IC 11� Lc1biI1 L5 1V< CU V11 L)1C { -�1Vr• Existing use: Retail U Restaurant n Multi family Warehouse LJHosp Cl Church CI Manufacturing Manufacturing Motel /Hotel ❑ Office ❑ School /College /University El Other Proposed use: El Retail ❑ Restaurant El Church El Manufacturing ❑ School /College /University ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Motel /Hotel El Office X Other Will there be a change of use? ❑ yes ❑ no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes 7)4 no Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm ill none CI other (specify) Building Square Feet: - 36 , k 4 " �xist�i g Contractor: To Be Determined Area of Construction: (sq. ft.) 14 4 Phone: Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ZI no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Project Name/Tenant: Metricom Inc at Embassy Suites Value of Cons ruction: $2,000.00 Site Address: City State /Zip: 15920 West Valley Hwy Tukwila, WA 98188 Tax Parcel Number: 00580 0024 Property Owner: Embassy Suites Hotel Phone: (310) 792 - 1301 Street Address: 15920 West Valley Hwy City State /Zip: Tukwila, WA 98188 Fax #: Contractor: To Be Determined Phone: Street Address: City State /Zip: Fax #: Architect: Tetra Tec /KCM Inc Phone: (206) 443 - 5300 Street Address: 1917 First Ave__ _, City State /Zip: SPat P, WA 9R1 ni Fax #: (7nA) 441_c 77 Phone: (206) 443 - 5300 Engineer: Tom Collins (Tetra Tec /KCM) Street Address: 1917 First Ave City State /Zip: Seattle, WA 98101 Fax #: (206) 443 - 5372 Contact Person: Richard Cardoza Metricom Inc., c/o Whalen & Co Phone: (206) 794 - 7510 Street Address: 17515 NE 67th Court City State /Zip: Redmond, WA 98052 Fax #: (425) 602-1273 , CITY OF TU, ,'VILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Project Number: Permit Number: — I Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT<REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW< THE '.FOLLOWIN '(Additional - reviews may be:determinedby:thePublic'Works ^Department) ❑ Channelization /Striping ❑ ❑ Fire Loop /Hydrant (main to vault) #: ❑ Land Altering 0 Cut ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Street Use ❑ Water Meter /Exempt #: Size(s): ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): in Miscellaneous Curb cut/Access /Sidewalk ❑ Flood Control Zone Size(s): cubic yds. 0 Fill cubic yds. ❑ Sewer Main Extension ❑ Water Main Extension 0 Deduct Est. quantity: ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date appllCation Date ap !cation expires: 1 - (-00 Applken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM CTPERMIT.DOC 1/29/97 f'S .9 ptG'J,S of z w tY� 00 rn J = I- cf)w w gQ to 3 = w Z = 1- 0 W ~ U • � O - 0 H W w 2 I- H u- W Z U c° O~ Z ' 1 . arrsa,x■ row 'um NJ, i I SNy INN �� War BUILD/ OR/ZED AG NT: Signature. Date: Print name: Richard Crdo7a Phone: ( 206 ) 79 -7510 Fax Ii• (425) 602 -1273 Address 17515 NE 67th Court City /State /Zip Bedrvord. WI QQnq) ALL COMMERCIAUMULTI -' ILY TENANT IMPROVEMENT/A, RATION PERMIT APPLICATIONS M T BE SUBMITTED WITH THE FOLLOWING: • ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ® Complete Legal Description ® ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ® Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). W ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ © Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ 0 Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ® ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ 71 Construction details ® ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ® ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ® ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. 7 1 ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ® ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application, and `< obtain the permit will be required as part of this submittal I HEREBY CERTIFY THA Ti HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 1/29/97 ,pa.ryr:.:7rnra. . f∎ Pr.r w',rm'wmr!r, z w rY 00 0 u J t-- N U. w = • a � Z = zI- w w 0 co_ 0 I— w W I— H �O w U Q 1= O ~ z r =1_ gar Ilma khkA410Ah:4**kAh4:tAhkh ' hkAA .4hAhkA' *AAA *A * 4r**hAk rr : ar ul<14I A, .wit pWn r) � .!'t:faNSMIT kAkhhhk':4h1.54Ah ** *Ahfrh r, h.ter•,•k• A*AAA**/rAhAh.rh AhP4k*Ah TgAN »1i1' i`tun:tfer•: I 9 10021 i Fi►,uurit;: 650.06 0ti01/00 16:5 9 Paylli '►,N14ethod: CH }:CI; Notation: MIifR:rCOM INC Init. TL13 Pei No: i ?20)00 -1 ',Type.: DR► I)EVILL0Piil;iI•1• PERMIT • Pai.ce1: No 000500-0024 !� ►te.':I cId► ^e3f 15.92() WEST VALLEY H'/ Total 1 :e.es 650 06 650..06 1 A LL. Pmt:fsz (I; 0.06 Oalance: 400. I Ir*•k4 3•k *11hAofAA kk'*'A4•A*AA*4.•hk'Atit•h•hkkA k•hdost*kA% A*f•4.-l:h*Ai• *kA•k.•!:*•k•k •b: Account: .Code Des r• i p t ion Amount 000./322.100 BUILD-INC H ERMES 391.25 000/.345.830 PLAN.`:CHI:CI; - WONP1:S 254.,31 000/386.904 STfICE t U]:1_GTr O SUPCHkRCiE 4.50 4962 06/06 9717 TOTAL 650.06 ,..lda..� t o { liarL dx�a a�SiLi.c.`.StN.�Ii:F 1.; f.;.:0K,n.d. 1.W W a Y id2 t t1,1.41?'m l;.Art✓_n'.+ +...•t,af II • 1-O! Z H. w w; Qi ?O N LLB L u: O H :IL ~ 1 O � Zi iu c ol Z Project: ' Type of Inspecti. : _ I . �, .I L.... o• ■ - Address: • ate called: Special instructions: l Date wanted „� .m. Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98 I INSPECTION RECORD Retain a copy with permit PERMIT NO. -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: a F Inspect Date: ❑ $47.00 REINSPECTION f E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: dYSG'eM�s�Se Liyr. 4 <.. d '41e4633,,a itu Project: P , ....4 t- ;(4Drn i .- - ' 1 c 2 fl- $44 SSI, .: A. /7/ c— S Type of Inspectio F 11,- r / Address: / / `5 9"ze r f e....si x /X.- , 1A Date called: E' - c ) Special instructions: / / / CO Date wan Requester: A t e• . . .. / . ?. 4 Phon . 3 • • E INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ( to„do. •, 1)225D0 - PERMIT NO. (206)431-3670 Approved per applicable codes. gCorrections required prior to approval. COMMENTS: y ar_i-ed ce l/eY i 1 4. h 1 Inspector: Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ..4 - .k16,444.iti■Wi.trAtsuailar mkragoce.0..gAikx tiao ' .vVegu .,4140 O 0 O -I J ■ • • • • • .• 0 • ° •• • NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. June 7, 2000 Richard Cardoza 17515 NE 67th Court Redmond, WA 98052 City of Tukwila Department of Community Development RE: Letter of Incomplete Application #1 Development Permit Application Number D2000 -179 Metricom Inc at Embassy Suites 15920 West Valley Highway Dear Mr. Cardoza: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on June 1, 2000 is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Plannine Division: Art Pederson, Assistant Planner, at (206) 431 -3684, if you have any questions regarding the attached. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206)431 -3672. cerely, renda Holt Permit Coordinator encl File: Permit File No. D2000 -179 Steven M. Mullet, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206. 431.3670 • Fax: 206 - 431.3665 z mow' O ; o o: (nw w u_< z CJ ',. Z O ' uj UC co 0 l— w w '– z'r U N' PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 - 179 DATE: 6 - - 2000 PROJECT NAME: METRICOM @ EMBASSY SUITES SITE ADDRESS: 15920 W VALLEY HY Original Plan Submittal Response to Correction Letter # XX Response to Incomplete Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: Building Division , eq C 6-2*•w } PPuu bbli c W rks Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) APPROVALS OR CORRECTIONS: (ten days) 411X111111AUC SPN TUES /THURS ROUTIN Please Route Structural Review Required REVIEWER'S INITIALS: Planning Division -2'l 4 n Permit Coordinator DUE DATE: 6-27-2000 No further Review Required Complete U Incomplete Not Applicable Comments: DATE: DUE DATE 7-25-2000 Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved U Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: June 22, 2000 ® Response to Incomplete Letter # 1 0 Response to Correction Letter # 0 Revision # after Permit is Issued Project Name: METRICOM INC @ EMBASSY SUITES Project Address: 15920 West Valley Highway Contact Person: Richard Cardoza Phone Number: (2 0 6) 7 9 4 — 7 510 Summary of Revision: Construction Drawings are revised to correct location of panel antennas as approved under Conditional Use Permit (L2000 -008). Attached is the City of Tukwilla Request for Corrections letter dated 06/22/2000. Sheet Number(s): A3 & A4 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: al/Entered in Sierra on (0'2024 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Plan Check/Permit Number: D2000 -179 RECEIVED Li i r OF TUI<WIL JUN PERMIT CENTER 06/07/00 •••!.. "• ! " • ' . • .. If:625.0524M (8/97) , 114117 , p, , /M DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL .REGIST. # EXP. DATE ,CCO1 • .WHALECI008BR 10/01/2000 EFFECTIVE DATE 01/19/2000 -• — • - c - zr- - _, - 1)LitiCli And Display Certificate . I 'II • f . hi • ;:. g .'• . 1 4 . ! • 11' 414 ■11 41.2. .• ■•• I:v • WHALEN & COMPANY INC 1 17515 NE 67TH CT REDMOND WA 98052 • •' .• 6/1/00 Michael Jenkins Associate Planner Department of Community Development City of Tukwila 6300 Southcenter Blvd, Tukwila, WA 98188 Subject: Metricom Inc, Embassy Suites PUG 0050 Sincerely, Whalen & Company, Inc. 17515 NE 67 Court Redmond, WA 98052 Please call me at (206) 794 -07510 if you have any questions or you can each me by e-mail at rcardoza a whnlen- conmany.cour. Thank you for your assistance. RECEIVED CITY OF TUKWILA JUN 1 2000 PERMIT CENTER Metricom Proposes to construct and operate a (wireless communication) Minor Communication facility at: " Embassy Suites" 15920 W. Valley Highway Tukwila, WA 98188 The Metricom proposal consists of 16 -panel antennas on the existing mechanical penthouse. In addition up to three electronic cabinet will be located on the roof. The value of this project is $25;100.00 The County Parcel number is 00058 0024. The panel antennas will be mounted at a height of 90' on an existing 92' existing penthouse. The site is located on the roof of the existing building. The antennas will be painted to match the color of the existing penthouse. Finally, attached is a copy of the Zoning Certification letter from the city of Tukwila, regarding this proposal. February 17, 2000 City of Tukwila Department of Community Developmeni, 6300 Southcenter Blvd. Tukwila, WA 98188 RE: Whalen & Company, Inc. agency Dear Sir or Madam: Please accept this letter as evidence of the appointment of Whalen & Company, Inc. as Metricom's project manager for the construction of our wireless infrastructure in the State of Washington. Pursuant to this, Whalen & Company, Inc. and its representatives are hereby authorized to file building/zoning applications on behalf of Metricom, Inc. Should you have any questions, please feel free to call me at (408) 399 -8334. Sincerely, Dick Au Vice President, Corporate Operations M<Wcorn,. In. , 98( Unive, soy Avonue, Los Gatos, CA 95032. Phone.408.399.8200. Fax.408.354.1024 ne cin OF JUN .12000 PERMIT CENTER Da000 ri'q ®b • ricochet' To: City of Tukwila Department of Community Development NOTICE OF DECISION May 2, 2000 • Whalen & Company for Metricom Inc (applicant) • KOAR — SeaTac Partners (owner) • King County Assessor, Accounting Division PROJECT BACKGROUND a. Project file number: L2000 -008 b. The name of the property owner(s): KOAR — SeaTac Partners c. Project Description: Textual description as well as an 8.5" x 11" site plan and building elevation. Conditional Use Permit Application for a Personal Communication System (PCS) Base Station. This facility will be co- located with an existing Sprint PCS 6 antennae installation. (File Number L99 -0084) Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED CITY OF TUKWIIA !iUN - 1 2000 PERMIT CENTER This letter serves as a Notice of Decision and is issued pursuant to TMC 18.104.170. At their April 27, 2000 public hearing, the Planning Commission approved the applicant's request for a Personal Communication System (PCS) Base Station comprised of 16 panel antenria and associated operating equipment affixed to the rooftop of an existing building at 15802 West Valley Highway. Dz00 ( RECEIVED MAY 0 4 2000 BY: 6300 Southcenter Boulevard, Suite 11100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 - 431 -3665 May I, 2000 Notice of Decision L2000-008 — Metricom Inc, 15802 West Valley Highway d. Project location: 15802 West Valley Highway e. The permits submitted concurrently with this application: None f. Environmental threshold determination (if any): None required h. Administrative appeals for the various permit Types are discussed below. 1. The name of the appealing party, Fr RECEIVED CITY OF TUKWILA "!UN — 9 2000 pERiorr CENTER g. Property owners affected by this decision may request a change in valuation for property tax purposes notwithstanding any program of revaluation. The period for administrative appeals is 14 days, starting from the issuance of this Notice of Decision. The administrative body hearing the appeal is the City Council. All appeal materials shall be submitted to the Department of Community Development. Appeal materials shall contain: 2. The address and phone number of the appealing party, and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to received notices on the appealing party's behalf, and 3. A statement identifying the decision being appealed and the alleged errors in that decision. The Notice of Appeal shall state specific errors of fact or errors in application of the law in the decision being appealed, the harm suffered or anticipated by the appellant, and the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. Project materials including the application, any staff reports, and other studies related to the permit(s) are available for inspection at the Tukwila Dept. of Community Development; 6300 Southcenter Blvd.; Suite 100; Tukwila, WA; from Monday through Friday, between 8:30 AM to 5:00 PM. The project planner is Art Pederson, who may be contacted at 206 - 431 -3684 for further information. pioc May I, 2000 Notice of Decision L2000-008 — Metricom Inc, 15802 West Valley Highway Finally, it is the responsibility of the applicant to remove the notice board within fourteen days of the Notice of Decision. Since - y, Pedersoff Assistant Planner D2 f RECEIVED CITY OF TUKN/ "_ JUN - 4 3000 PERMIT CENTER _ _ ( f•3) 4'°R CnE�de TETRA 1 lb TECH /RCM INC. (OV E90ne00 sump Nn f ( 0 . 06 ( 1. 3.° 444- 4 5 4 3 3 0 - 0 v92 SITE NUMBER PUGII-98055 -050 SEATTLE SITE NAME EMBASSY SUITES Mw.�..,a 0 �r AN' _• •9r„ 04,. •,,.,,.° 4 ♦ 0 ` A 7 t — I I I L...i. I ,. I � I 1 I I I 1 I i i 7 e c I n 'E3 2 2 2030 pj•j , " SHEET TITLE BUILDING ELEVATION If t ..- n WO 011 KWF F[CMM No KO wiu4.mn MO DOESN'T o[M64V1 A zw.�. ` SHEET NUMBER A-2 1 SOUTH BUA9nt6e tea TX # f OO JizLto 4/474 TETRA TECH /RCM INC. 1917 /1117 AVENUE R sums WA, 94101 P06* A.0 - 93(0 t rAV 00q w-u32 SITE NUMBER PUGII- 95055-050 SEATTLE SITE NAME EMBASSY SUITES MTN,. 1114 M01110 04111E 1/%1/1000 A A A A A A SHEET TITLE SITE PLAN / ROOF PLAN SHEET NUMBER A -1 • SITE PIAH (ROOF PLAN LEGAL DESCRIPTION: LOT POR MEADER HENRY -0 C 546 POR OF HENRY HEADER DONATION CLAIM NO 46 IN SW 1/4 OF SEC 24 -23 -04 LY E OF ELY LN OF STATE HWI NO 514 (SR 181) KNOWN AS WEST VALLEY HWY & W OF WLY LN OF PUGET SOUND POWER & LIGHT CO NAY SEA -TAC PSE RR S OF $ LN OF RD ESMT KNOWN AS S 158TH ST & ALSO KNOWN AS LONGACRES WAY & N OF A LN 446.36 FT S & PLL WHEN MEAS AT R/A TO SO S IN OF S 158TH SL - -- PER CITY OF TUKWILA BOUNDARY LINE AN NO 88 -4 -81A RECORDING NO 8809301116 - -- LESS 6.50 FT LY SLY &_PLL MEAS AT R/A TO S LINE OF SOUTH 15ET4nf ' - - -._ - _. s C S Q O W � N W WO L Q, U E W VALLEY HWY ) NM IS en O NM MR* kV r 4S m ron 114 6 rw+ n ` iu w, A rNIO V Wan. IWO FEB • 2 2 z000 0 HI 40 -r C- n 5/23/00 Brenda Holt Permit Coordinator City of Tukwila Permit File No. D2000-179 Subject: Metricom Inc, Embassy Suites PUG OM Per your request in your Letter of Incomplete Application dated June 7 2000. Metricom has made the appropriate corrections in accordance with City of Tukwila threshold of Conditional Use Permit # (L2000-008) Metricom would like to resubmit 4 complete sets of revised plans. Please see the attached "Revisions Sheet" Please call me at (206) 794-07510 if you have any questions or you reach me by e-mail at rcardoia(&whalen-company.com Thank you for your assistance. Sincerely, Richard Cardoza 0 • IL Acq - ALL RINGSTUG0050 Embassy Suites\BP Letter.doc Whalen & Company, Inc. 17515 NE 67 Court Redmond, WA 98052 REGEN., cirt OF 'Tun pERma GE‘\"ER n #1 L)z000 r7'1 U OOc2G l-# OF t.A PEF1 SHEET DESCRIPTION REV. T1 TITLE SHEET 4 T2 ABBREVIATIONS, LEGEND, AND NOTES 3 T3 ANTENNA CABLE SCHEDULE AND STRUCTURAL NOTES 3 Al SITE PLAN 4 ■ ROOF PLAN 3 A3 ELEVATION 4 A4 ELEVATION 4 A5 ELEVATOR PENTHOUSE PLAN 3 A6 EQUIPMENT PLAN 3 A7 DETAILS 3 A8 CABLE RISER DIAGRAM & DETAILS 3 ISSUED FOR: CONSTRUCTION SHEET INDEX DATE: 6/16/2000 TITLE SIGNATURE DATE MDCMC RF ENGINEER REAL ESTATE METRICOM GSA AREA MANAGER PROPERTY OWNER 4 6/16/2000 ZONING APPROVAL A CONSTRUCTION DIRECTOR ISSUED FOR CONST. ADDITIONAL APPROVAL 5/31/2000 ISSUED FOR CONST. REVIEW APPROVA LIST ; DRIVING DIRECTIONS SEATTLE, WA 98188 LATITUDE 47 °27'36.00" LO\CTUDE 122 °1 VICINITY MAP ORMNG DIRECTIONS: TAKE 1 -5 SOUTH FROM SEATTLE. AT SOUTHCENTER, TAKE 1 -405 NORTH EXIT. AT ABOUT ONE MILE, TAKE THE EXIT FOR WEST VALLEY HIGHWAY, STATE ROUTE 181. TURN RIGHT (SOUTH) ON WEST VALLEY HIGHWAY AND THEN LEFT AT THE NEXT TRAFFIC LIGHT ONTO S. LONGACRES WAY. THE EMBASSY SUITES HOTEL IS ON THE RIGHT. TAKE THE FIRST RIGHT INTO THE PARKING LOT. ivieIrico EMBASSY SUITES PUG -0050 15920 W VALLEY HWY THIS IS AN APPLICATION FOR AN: UNMANNED WIRELESS DATA FACIUTY CONSISTING OF WIRELESS DATA EQUIPMENT, AN EQUIPMENT PLATFORM, CONNECTING CABLES, AND DIRECTIONAL ANTENNAS, THE TOTAL NUMBER OF DIRECTIONAL WIRELESS DATA ANTENNAS SHALL NOT EXCEED SIXTEEN (16). THE SIZE, HEIGHT, AND DIRECTION OF THE ANTENNAS SHALL BE ADJUSTED TO MEET SYSTEM REQUIREMENTS. RICOCHET IS A SERVICE OF METRICOM, INC. A UNIQUE WIRELESS MODEM, ALLOWING THE FREEDOM AND FLEXIBIUTY TO CONNECT FROM WHEREVER YOU NEED TO ACCESS DATA. PROJECT DESCRIPTION APPLICANT /LESSEE MDCMC NAME:WHALEN & CO. PROJECT MANAGER: BOB CARTWRIGHT PHONE: (206) 794 -7522 PROPERTY INFORMATION OWNER: ADDRESS CONTACT: PHONE: (310) 792 -1301 AREA OF CONSTRUCTION: 200 SQ. FT, OCCUPANCY TYPE: CONSTRUCTION TYPE: CURRENT ZONING: ZONING APPLICATION #: A.P.N.: EQUIPMENT LOCATION: EQUIPMENT TYPE: ANTENNA LOCATION: PARAPET TYPE: EMBASSY SUITES COAR- SEATAC 1815 VIA EL PRADO PARTNERS C.P. REDONDO BEACH, CA 90277 R -1 II NON - COMBUSTIBLE TUKIWILA URBAN CENTER 000580 0024 00 HANDICAP REQUIREMENTS: FACIUTY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS NOT REQUIRED, PROJECT INFORMATION ❑ OUTDOOR ® INDOOR Q IBM ❑ WCS ❑ ISM /WCs ❑ GUY TOWER ❑ SELF SUPPORT TOWER ❑ MONOPOLE ® ROOF TOP ❑ EXISTING TOWER ❑ OTHER PROJECT SUMMARY ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 1. UNIFORM BUILDING CODE (UBC) 1997 6. LIFE SVELY CODE NFPA -101 -1990 2. BUILDING OFTIIXALS AND CODE 7. AMERICN! INSTITUTE OF STEEL ADMINISTRATORS (BOCA) 1996 CONSTRUCTION SPECIFICATIONS (AISC) 3. UNIFORM MECHANICAL CODE (UMC) 1997 & UNDERWATER LABORATORIES APPROVED 4. NATIONAL ELECTRIC CODE (NEC) WITH ELECTRICAL PRODUCTS LOCAL AMENDMENTS 1999 9. CITY OF TUKWILA CODES 5. ANSI /ETA -222 -F CODE COMPLIANCE PROJECT ENGINEER: TETRA TECH /KCM, INC. 1917 FIRST AVE. SEATTLE, WA 98101 CONTACT: BILL CRANSTON PHONE; (206) -443 -2540 FAX: (206) -443 -5372 STRUCTURAL ENGINEER: TETRA TECH /KCM, INC. 1917 FIRST AVE. SEATTLE, WA 98101 CONTACT: BILL CRANSTON PHONE: (206) -443 -2540 FAX: (206)- 443 -5372 ELECTRICAL ENGINEER: EISI CONSULTING ENGINEERS, INC. 1900 W. EMERSON ST. #200 SEATTLE, WA 98119 CONTACT: MIKE DELAVERGNE PHONE: (206) 284 -1181 PROJECT TEAM '39.00" FI E O -.: I understand thol ks7ova:s subject to error; : p . aid plans does no. r of any adopted cod, of con- tractors copy of anS ocknowledg d Date t l —7q Permit No .1 JLV00 - 1 I r SEPARATE PERMIT REQUIRED FOR: ❑ 12 / ELECTRICAL ❑ PLUMBING ❑ GAS PIPING ._ CITY OF TUKWILA BUILDING DIVISION REV(SdONS NO CHANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PRIOR APPROVAL OF TUKWILA BUILDING DIVISION. NOTE REVISIONS WILL REQUIRE A NEW PLAN SUBMITTAL AND MAY INCLUDE ADDITIONAL PLAN REVIEW FEES. ( TTY uF FUKWILA APPROVED JUN 2 9 2:;;;t3 81 IILDING DIVISION THIS DRAWING IS 24"x36" FULL SIZE. IF DRAWING IS LESS THAN 24"x35', IT CANNOT BE ACCURATELY SCALED. Lr<.. t "Y-. -1 ��T f j/ Metricom Network Operations 16801 Greenspoint Park Drive Suite 150 Houston, TX 77060 = PROJECT INFORMATION: EMBASSY SUITES PUG -0050 15920 W VALLEY HWY SEATTLE, WA 98188 KING COUNTY = CURRENT ISSUE DATE: 6/16/2000 = ISSUED FOR: CONSTRUCTION =REV.: =DATE: =PLANS PREPARED BY: TETRA TECH /KCM INC. 1917 FIRST AVENUE SEATTLE WA. 98101 (206) 443 -5300 FAX (206) 443 -5372 = CONSTRUCTION MANAGER: Whalen & Company, Inc 17515 N.E. 67th Court Redmond, WA 98052 Fox: (425)- 602 -1273 =DRAWN BY: I CAD = LICENSURE: =SHEET TITLE =SHEET NUMBER' DESCRIPTION: CH K.: APV.: WAC REVISION: BY: I EXPIRES :5 -03-n: TITLE SHEET 4 ATM PERMIT CENTER 4 6/16/2000 ISSUED FOR CONST. A 6/12/2000 ISSUED FOR CONST. 2 5/31/2000 ISSUED FOR CONST. REVIEW ISSUED FOR A 2/16/2000 ZONING ; DRIVING DIRECTIONS SEATTLE, WA 98188 LATITUDE 47 °27'36.00" LO\CTUDE 122 °1 VICINITY MAP ORMNG DIRECTIONS: TAKE 1 -5 SOUTH FROM SEATTLE. AT SOUTHCENTER, TAKE 1 -405 NORTH EXIT. AT ABOUT ONE MILE, TAKE THE EXIT FOR WEST VALLEY HIGHWAY, STATE ROUTE 181. TURN RIGHT (SOUTH) ON WEST VALLEY HIGHWAY AND THEN LEFT AT THE NEXT TRAFFIC LIGHT ONTO S. LONGACRES WAY. THE EMBASSY SUITES HOTEL IS ON THE RIGHT. TAKE THE FIRST RIGHT INTO THE PARKING LOT. ivieIrico EMBASSY SUITES PUG -0050 15920 W VALLEY HWY THIS IS AN APPLICATION FOR AN: UNMANNED WIRELESS DATA FACIUTY CONSISTING OF WIRELESS DATA EQUIPMENT, AN EQUIPMENT PLATFORM, CONNECTING CABLES, AND DIRECTIONAL ANTENNAS, THE TOTAL NUMBER OF DIRECTIONAL WIRELESS DATA ANTENNAS SHALL NOT EXCEED SIXTEEN (16). THE SIZE, HEIGHT, AND DIRECTION OF THE ANTENNAS SHALL BE ADJUSTED TO MEET SYSTEM REQUIREMENTS. RICOCHET IS A SERVICE OF METRICOM, INC. A UNIQUE WIRELESS MODEM, ALLOWING THE FREEDOM AND FLEXIBIUTY TO CONNECT FROM WHEREVER YOU NEED TO ACCESS DATA. PROJECT DESCRIPTION APPLICANT /LESSEE MDCMC NAME:WHALEN & CO. PROJECT MANAGER: BOB CARTWRIGHT PHONE: (206) 794 -7522 PROPERTY INFORMATION OWNER: ADDRESS CONTACT: PHONE: (310) 792 -1301 AREA OF CONSTRUCTION: 200 SQ. FT, OCCUPANCY TYPE: CONSTRUCTION TYPE: CURRENT ZONING: ZONING APPLICATION #: A.P.N.: EQUIPMENT LOCATION: EQUIPMENT TYPE: ANTENNA LOCATION: PARAPET TYPE: EMBASSY SUITES COAR- SEATAC 1815 VIA EL PRADO PARTNERS C.P. REDONDO BEACH, CA 90277 R -1 II NON - COMBUSTIBLE TUKIWILA URBAN CENTER 000580 0024 00 HANDICAP REQUIREMENTS: FACIUTY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS NOT REQUIRED, PROJECT INFORMATION ❑ OUTDOOR ® INDOOR Q IBM ❑ WCS ❑ ISM /WCs ❑ GUY TOWER ❑ SELF SUPPORT TOWER ❑ MONOPOLE ® ROOF TOP ❑ EXISTING TOWER ❑ OTHER PROJECT SUMMARY ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 1. UNIFORM BUILDING CODE (UBC) 1997 6. LIFE SVELY CODE NFPA -101 -1990 2. BUILDING OFTIIXALS AND CODE 7. AMERICN! INSTITUTE OF STEEL ADMINISTRATORS (BOCA) 1996 CONSTRUCTION SPECIFICATIONS (AISC) 3. UNIFORM MECHANICAL CODE (UMC) 1997 & UNDERWATER LABORATORIES APPROVED 4. NATIONAL ELECTRIC CODE (NEC) WITH ELECTRICAL PRODUCTS LOCAL AMENDMENTS 1999 9. CITY OF TUKWILA CODES 5. ANSI /ETA -222 -F CODE COMPLIANCE PROJECT ENGINEER: TETRA TECH /KCM, INC. 1917 FIRST AVE. SEATTLE, WA 98101 CONTACT: BILL CRANSTON PHONE; (206) -443 -2540 FAX: (206) -443 -5372 STRUCTURAL ENGINEER: TETRA TECH /KCM, INC. 1917 FIRST AVE. SEATTLE, WA 98101 CONTACT: BILL CRANSTON PHONE: (206) -443 -2540 FAX: (206)- 443 -5372 ELECTRICAL ENGINEER: EISI CONSULTING ENGINEERS, INC. 1900 W. EMERSON ST. #200 SEATTLE, WA 98119 CONTACT: MIKE DELAVERGNE PHONE: (206) 284 -1181 PROJECT TEAM '39.00" FI E O -.: I understand thol ks7ova:s subject to error; : p . aid plans does no. r of any adopted cod, of con- tractors copy of anS ocknowledg d Date t l —7q Permit No .1 JLV00 - 1 I r SEPARATE PERMIT REQUIRED FOR: ❑ 12 / ELECTRICAL ❑ PLUMBING ❑ GAS PIPING ._ CITY OF TUKWILA BUILDING DIVISION REV(SdONS NO CHANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PRIOR APPROVAL OF TUKWILA BUILDING DIVISION. NOTE REVISIONS WILL REQUIRE A NEW PLAN SUBMITTAL AND MAY INCLUDE ADDITIONAL PLAN REVIEW FEES. ( TTY uF FUKWILA APPROVED JUN 2 9 2:;;;t3 81 IILDING DIVISION THIS DRAWING IS 24"x36" FULL SIZE. IF DRAWING IS LESS THAN 24"x35', IT CANNOT BE ACCURATELY SCALED. Lr<.. t "Y-. -1 ��T f j/ Metricom Network Operations 16801 Greenspoint Park Drive Suite 150 Houston, TX 77060 = PROJECT INFORMATION: EMBASSY SUITES PUG -0050 15920 W VALLEY HWY SEATTLE, WA 98188 KING COUNTY = CURRENT ISSUE DATE: 6/16/2000 = ISSUED FOR: CONSTRUCTION =REV.: =DATE: =PLANS PREPARED BY: TETRA TECH /KCM INC. 1917 FIRST AVENUE SEATTLE WA. 98101 (206) 443 -5300 FAX (206) 443 -5372 = CONSTRUCTION MANAGER: Whalen & Company, Inc 17515 N.E. 67th Court Redmond, WA 98052 Fox: (425)- 602 -1273 =DRAWN BY: I CAD = LICENSURE: =SHEET TITLE =SHEET NUMBER' DESCRIPTION: CH K.: APV.: WAC REVISION: BY: I EXPIRES :5 -03-n: TITLE SHEET 4 ATM PERMIT CENTER A ASV A.F.F. ACOUS A/C ALUM A.B. L 0 ARP APPRX ARCH A.D. A.C. ASPH A.G.L B BM BUY B.G. B.M. BLK SUM BD BGTIT BLDG &U.R. C CAB GRPT a-c coa CTR CLR CLO co co. COAX COL CONC CMU COND CONN CONST CONT CONTR C.J. CORR CS, CFT CYO LEGEND ABOVE ABOVE FINISH FLOOR ACOUSTICAL AR CONDITIONING ALUMINUM ANCHOR BOLT ANGLE AT APPROXIMATE ARCHRECTURE AREA DRAIN ( ) ASPHALT CONCRETE ASPHALT ABOVE GROUND LEVEL BEAM BELOW BELOW MADE moat MARK BLOCK BLOCKING BOARD BOTTOM BU tONC BUILT —UP ROOFING ABBREVIATIONS CABINET CARPET CERAM CENTER CENTER LINE CEMENT CLEAR CLOSET COMPANY CLEAN OUT COAXIAL COLUMN CONCRETE CONCRETE MASONRY UNIT GONNNECTOON) (ED) (NG) CONTINUO US (AMON) CONTRACTOR CONTROL JOINT CORRUGATED COUNTERSINK CURT FOOT CUBIC YARD D DEMO DEPT DET DIAG DIA DIM DR 091 DN D.S. DWG D E EA ED ELEV El ENCL E.N. ENG EQ EQUIP ETC g EXT F.O.C. F.O.F. F,O,M. F,O,S, FGLS F.N. FIN F.G. F.F. rry F.E. F.E.C. F.H.C. FLASH FLR FLCO F.D. FLOUR FT FTG FDN FUT — CC CC CO— PT P &T GRJ— GRD— DEMOLITION DEPARTMENT DETAIL DIAGONAL DIAMETER DIMENSION DOOR DOUBLE DOWN DOWNSPOUT DRAWING DRAIN EAST EACH EDITION ELEVATION ELECTRIC ( AL) ENCLOSE N (JRE) END NAIU G ENGINEER (ING) EQUAL EQUIPMENT ETCETERA EXISTING EXPANSION JOINT EXTERIOR FACE OF CONCRETE (CURB) FACE OF FINISH FACE OF MASONRY FACE OF STUD FIBERGLASS FIELD NAJLLNG FINISH FINISH GRADE FINISH FLOOR FINISH FLOOR ELEVATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FIRE HOSE CABINET FLASHING FLOOR (ING) FLOOR CLEANOUT FLOOR DRAIN FLUORESCENT FOOT OR FEET FOOTING FOUNDATION FUTURE —A A A — ALARM --G G G — GAS — p P p — POWER — T T T — TELCO FENCE ETH Ern ETHERNET CABLE CENTERUNE G GALV GALVANIZED MID GA GAUGE MIN G.C. GENERAL CONTRACTOR MISC GLS GLASS M GO GLUE LAM BEAM G.B. G AB o N GR GRADE GND GROUND (ING) G.T. GUY TOWER GYP BD GYPSUM BOARD H NC HANDICAPPED HOW HARDWARE MDR HVAC HEADER HEATING/VENTILATION/ AIR CONDITIONING H2O. HEAVY DUTY HGT HEIGHT H.C. HOLLOW CORE H,M. HOLLOW METAL HORIZ HORIZONTAL H,B, HOSE BIBB HR HOUR INFO INFORMATION I.D. INSIDE DIAMETER INSU INSULATE, INSULATION INT INTERIOR INSTALL INSTALLATION JST JOIST J JOINT K KO KNOCKOUT L PROPERTY UNE LEASE AREA BOUNDARY COAXIAL CABLE POWER & TELCO GROUND LB. LAG BOLT LAM LAMINATE L LEFT (� N N/A N.I.C. H.T.S NO 0 O.C. ON CENTER OPNG OPENING O.D. OUTSIDE DIAMETER O.H. OVERHEAD 0 /HANG OVERHANG 0/ OVER P PR PKG PED P.C.F. P.LF P.S.F. P.S.I. P PL PLYWD PP P.V.C. P.C.C. PREFAB P.T.D.F. R MIDDLE MINIMUM MISCELLANEOUS MONOPOLE NEW NOMINAL NORTH NOT AVAILABLE NOT IN CONTRACT NOT TO NUMBER SCALE PAIR PARKING PEDESTAL PENNY PER CUBIC FOOT PER UNEAL FOOT PER SQUARE FOOT PER SQUARE INCH PLATE PLATE UNE PLYWOOD POWER POLE POLYVINYL CHLORIDE PRE —CAST CONCRETE PREFABRICATED PRESSURE TREATED DOUGLAS FIR PROPERTY UNE LWC UGHTWEIGHT CONCRETE LVR LOUVER RAD RADIUS REDWD REDWOOD M REINF REINFORCE (0) (ING) MAIL MATERIAL REP REPRESENTATIVE MGMT MANAGEMENT RA RETURN AIR MFG MANUFACTURER REV REVISION MAS MASONRY READ REQUIRED (ING) M,O. MASONRY OPENING R RIGHT MI-1 MANHOLE R.O.W. RIGHT OF WAY MAX MAXIMUM R RISER MECH MECHANICAL RD ROOF DRAIN MTL METAL RM ROOM MTR METER R.O. ROUGH OPENING RTE ROUTE NEW ANTENNA REVISION ELEVATION REFERENCE SECTION REFERENCE CONCRETE EARTH S SCH SEC S.S. SHTG SHT S/L SC S SPECS SO SS STD STL STOR STRUCT S.C. T TEL TEMP THK T & G T.O.B. T.O.C. T.O.L T.O.P. T.O.P. T.O.PL T.O.S. T.O.T. T.O.W. T TYP U V W W/C W W.W.M. W WDW W W /IN W /OUT WO W.B. W.I. SCHEDULE SECTION SELF SUPPORT (TOWER) SHEATHING SHEET SIMILAR SKYLK,WT SOUD CORE SOUTH SPECIFICATOONS SQUARE STAINLESS STEEL STANDARD STEEL STORAGE STRUCTURAL SUBCONTRACTOR TELEPHONE TEMPORARY THICK TONGUE AND GROOVE TOP OF BEAM TOP OF CONCRETE /CURB TOP OF LEDGER TOP OF PARAPET TOP OF PAVEMENT TOP OF PLATE TOP OF SLAB TOP OF TRUSS TOP OF WALL TREAD TYPICAL U.G. UNDERGROUND U.N.O. UNLESS NOTED OTHERWISE U UTILITIES V.I.F. VERIFY IN FIELD VERT VERTICAL WATERCLOSET WATER HEATER WEIGHT WELDED WIRE MESH WEST WINDOW WITH WITHIN WITHOUT WOOD WOOD BASE WROUGHT IRON O 1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTORS SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR, AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE INSTALLATION AS DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL 2. DRAWINGS WERE PREPARED FROM STANDARDIZED DETAILS DEVELOPED AND PROVIDED BY METRICOM INCORPORATED, AND FRED NUDD CORPORATION. STANDARDIZED DETAILS ARE TO BE CONFIRMED AND CORRELATED AT THE SITE BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS. STANDARDIZED DETAILS THAT REQUIRE MODIFICATIONS DUE TO ACTUAL FIELD CONDITIONS AND REQUIREMENTS MUST BE SUBMITTED TO, AND APPROVED BY, METRICOM INCORPORATED PRIOR TO START OF WORK. 3, PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION /CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER VERBALLY AND IN WRITING. 4. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS /CONTRACT DOCUMENTS. 5. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S /VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 7. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLCABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. 8. GENERAL CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE, A FULL SET OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. THIS SET IS A VAUD CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS STAMPED IN RED INK FOR CONSTRUCTION". 9. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. 10. SEAL ALL PENETRATIONS THROUGH FIRE —RATED AREAS WITH U.L. LISTED OR FIRE MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. 11. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2 —A OR 2 —A1OBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. 12. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY, TO THE SATISFACTION OF THE PROPERTY OWNER. 13. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. 14, THE ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ENGINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT OF T'SCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. 15. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS. 16. THE CONTRACTOR SHALL PROVIDE METRICOM INCORPORATED PROPER INSURANCE CERTIFICATES NAMING METRICOM INCORPORATED AS ADDITIONAL INSURED, AND METRICOM INCORPORATED PROOF OF LICENSE(S) AND PE & PD INSURANCE. 17. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING SPECIAL AND BUILDING DEPARTMENT INSPECTIONS. 18. CONTRACTOR SHALL CONTACT UTILITIES UNDERGROUND LOCATION CENTER AT 1 -800- 424 -5555 BEFORE PROCEEDING WITH ANY EXCAVATION, SITE WORK OR CONSTRUCTION. 19. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHAPTER 23 OF THE UBC REGARDING EARTHQUAKE RESISTANCE. ALL WORK MUST BE IN ACCORDANCE WITH LOCAL EARTHQUAKE CODES AND REGULATIONS, 20. REPRESENTATIVES OF TRUE NORTH, OTHER THAN THOSE FOUND ON THE PLOT OF SURVEY DRAWING (SHEET LS1), SHALL NOT BE USED TO IDENTIFY OR ESTABLISH THE BEARING OF TRUE NORTH AT THE SITE. THE CONTRACTOR SHALL RELY SOLELY ON THE PLOT OF SURVEY DRAWING AND ANY SURVEYOR'S MARKINGS AT THE SITE FOR THE ESTABLISHMENT OF TRUE NORTH AND SHALL NOTIFY THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK IF ANY DISCREPANCY IS FOUND BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND THE TRUE NORTH ORIENTATION AS DEPICTED ON THE CIVIL SURVEY, THE CONTRACTOR SHALL ASSUME SOLE LIABILITY FOR ANY FAILURE TO NOTIFY THE ENGINEER. 21. CONTRACTOR SHALL COMPLY WITH LOCAL JURISDICTION'S REGULATIONS REGARDING TRAFFIC CONTROL. CONTRACTOR MAY REQUIRE PERMIT IF TRAFFIC FLOW IS TO BE INTERRUPTED OR REVISED. DETERMINING THE NEED FOR A PERMIT AND ALL COSTS RELATED TO SUCH A PERMIT ARE THE CONTRACTOR'S SOLE RESPONSIBILTY. GENERAL NOTES CALL 48 HOURS BEFORE YOU DIG 1- 800 -424 -5555 THIS DRAWING IS 24 "x36" FULL SIZE. IF DRAWING IS LESS THAN 24"x36", IT CANNOT BE ACCURATELY SCALED. y� Metricom Network Operations 16801 Greenepoint Park Drive Suite 150 Houston, TX 77060 = PROJECT INFORMATION: EMBASSY SUITES PUG -0050 15920 W VALLEY HWY SEATTLE, WA 98188 KING COUNTY = CURRENT ISSUE DATE: 6/ 16/ 2 000 = ISSUED FOR: CONSTRUCTION = REV.: =DATE: 6/16/2000 A " \ A A 6/12/2000 ISSUED FOR CON ST. ISSUED FOR CON ST. ISSUED FOR 5/31/2000 CONLT. REVIEW =PLANS PREPARED BY: TETRA TECH /KCM INC. = CONSTRUCTION MANAGER: =DRAWN BY: I CAD = LICENSURE: =SHEET TITLE* Whalen &c Company, Inc 17515 N.E. 67th Court Redmond, WA 98052 Fax: (425)- 602 -1273 WAC ABBREVIATIONS, LEGEND AND NOTES =SHEET NUMBER* DESCRIPTION: 1917 FIRST AVENUE SEATTLE WA. 98101 (206) 443 -5300 FAX (206) 443 -5372 CHK.: APV.: REVISION BY: T2 3 2960011-0,31 ECEIVED CITY R of TurcwlLA 2 2 20110 PERMIT CENTER ISM ANTENNA & CABLE SCHEDULE ANTENNA AZIMUTH FACE • • COAXIAL SIGNAL CABLE E- RADIO CABLE E -RADIO • - • • CABLE SECTOR IN DEGREES LOCATION MAKE/MODEL/QUANTITY r a • 0 QTY /LENGTH SIZE ID J -BOX LENGTH SIZE ID CODE BELONG SCHEME____ • , • • D- GREEN -15 326 25 RIGHT • �w 108425-200 ©� ® ®� ®�� QUADRANT 34875 1 MIDDLE RIGHT _ 1 1125 MIDDLE LEFT (1)- HIRSCHMANN 108425 -200 � L 1/2'0 A -1 � - _ A 33.75 r LEFT •: •, © ®� 2 (i) 1/2'0 A -2 A -- A A -RED -2 56,25 RIGHT (1)-HIRSCHMANN 108425 -200 3 3' 1/20 2 (1) -20' 1/2"0 A -3 A 95' 5/8"0 A A- GREEN -3 QUADRANT 08 25 MIDDLE r' (1)-HIRSCHMANN - 200 ©�� © ®�� 123.75 LEFT (1)- HIRSCHMANN 108425 - 200 ®� © ® B - 8 -- ° B - RED - ®��® s s"� „ ! r: �r �� 108425 • 1 f2•g 2 (i) -22' � -= 236,25 RIGHT 108425 3' 1/2'0 2 t/2'0 C - 11 • 5/8"0 C QUADRANT 258.75 MIDDLE RIGHT 4 28-25 MIDDLE LEFT 108425-200 ��© 1/2"0 D-13 ' . H i:IuJ1 303.75 LEFT (1)- HIRSCHMANN 108425 -200 14 3' 1/2"0 2 (1) -20' 1/20 D -14 D D D- RED -14 NOTES. 1, SECTOR IDENTIFICATION QUADRANT 1 IS ORIENTED CLOSEST TO TRUE NORTH. QUADRANTS 2, 3 AND 4 FOLLOW CLOCKWISE IN 97 INCREMENTS. 2. ALL CABLE SHALL BE MARKED AT THE TOP AT E -RADIO JUNCTION BOX AND BOTTOM WITH PRE - SELECTED NUMBERING/TAPE AND /OR STENCIL TAG. 3. ONE (1) COMPOSITE CABLE GROUP OF FOUR (4) ANTENNAS CONSISTS OF FOUR (4) COLOR CODE CAT -5 CABLES. COMPOSITE CABLE SHALL LABELED AS FOLLOWS: CABLE "A" FOR JUNCTION BOX 'A AND FOLLOW IN SEQUENCE. THE CAT -5 CABLE WITHIN COMPOSITE CABLE SHALL LABEL AS: A -1 ON WHITE CABLE, A -2 ON REM CABLE, A -3 ON GREEN CABLE, A -4 ON BLUE CABLE AND FOLLOW IN SEQUENCE. 4. TO PROVIDE EASY IDENTIFICATION AND UNIFORM MARKING OF ANTENNA CABLING, THE FOLLOWING SHALL APPLY: WHITE COLOR CODE CABLE FOR ANTENNA NUMBER #1, 5, 9 AND 13; RED COLOR CODE CABLE FOR ANTENNA #Z 6, 10 & 14; GREEN COLOR CODE CABLE FOR ANTENNA #3, 7, 11 & 15; BLUE COLOR CODE CABLE FOR ANTENNA #4, 8, 12 & 16. 5. MDCMC PROJECT MANAGER SHALL VERIFY CABLE LENGTHS, E -RADIO JUNCTION QUANTITIES PRIOR SUBMIT ORDER TO METRICOM PROVISIONMENT DEPARTMENT. GENERAL STRUCTURAL NOTES 1. WHEN A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES. 3. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBIUTY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE UMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD METRICOM AND THE ENGINEER HARMLESS FROM ANY AND ALL UA81U•Y, REAL OR ALLEGED, IN ¢ ONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR UABIUTY ARISING FROM THE SOLE NEGLIGENCE OF METRICOM OR THE ENGINEER. STRUCTURAL NOTES 4. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND PEDESTRIANS MIRING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT IHOT BE UMITED TO BRACING. SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, TEMPORARY STRUCTURES, AND PARTIALLY COMPLETED WORK, ETC. OBSERVATION VISITS TO THE SITE BY THE ENC-lNEER SHALL NOT INCLUDE INSPECTION OF SUCH ITEMS. 5. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. 6. 1T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. Ti-IE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION OF THIS WORK. 7. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON I DRAWINGS. 8, THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS. 9. THE FOLLOWING REQUIREMENTS SHALL BE MET FOR SPECIAL INSPECTION: A. THE SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS; TO THE ENGINEER, AND OTHER DESIGNATED PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND THE BUILDING OFFICIAL. C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY BOTH HE AND HIS SUPERVISOR STATING WHETHER THE WORK REQUIRING SPEqAL INSPECTION WAS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPUCABLE WORKMANSHIP PROVISIONS OF THE UNIFORM BUILDING CODE. 0, COMPLY WITH ALL COUNTY SPECIAL INSPECTION REQUIREMENTS 10. ALL CONSTRUCTION SHALL CONFORM 70 THE UNIFORM BUILDING CODE, LATEST EDITION. 11. DESIGN LOADS - DESIGN LNE LOAD: 115 PSF SEISMIC: UBC, ZONE 3 12. DIMENSIONS RELATING TO OR CONTROLLED BY EXISTING STRUCTURES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO FABRICATION AND /OR CONSTRUCTION. 13. ALL STRUCTURAL CARBON STEEL SHAPES AND PLATES SHALL BE ASTM A36, UNLESS OTHERWISE NOTED, STRUCTURAL STEEL PIPE SHALL BE ASTM A53, GRADE B, STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B, AND BOLTS FOR METAL TO METAL CONNECTIONS SHALL CONFORM TO ASTM A307. ALL WELDING SHALL CONFORM TO THE AWS 01.1 CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION. ELECTRODES SHALL BE E60 OR E70. ALL WELDING SHALL BE PERFORMED BY AWS CERTIFIED WELDERS QUAUFIED TO MAKE THE REQUIRED WELDS. WELDS SHALL BE 3/10" MIN FILLET UNLESS OTHERWISE NOTED, INDICATED WELDS MAY BE FIELD OR SHOP WELDED AT THE CONTRACTOR OPTION. AS MANY WELDS AS POSSIBLE SHALL BE SHOP WELDED BEFORE GALVANIZING. ANY FIELD WELDS SHALL BE FOLLOWED BY FIELD APPLICATION OF A COLD GALVANIZING COMPOUND. 14. ALL ASSEMBUES AND APPURTENANCES SHALL BE HOT DIP GALVANIZED AFTER FABRICATION PER ASTM Al23, A153, AND A525 WITH A MINIMUM PLATING OF 2 OUNCES PER SQUARE FOOT, ALL CONNECTORS AND OTHER MINOR REQUIRED PARTS SHALL ALSO BE GALVANIZED. FIELD REPAIRS SHALL BE WITH A HIGH ZINC SPRAY -ON, SUCH AS "GALV- A- CON". 15. GRATING SHALL BE ALUMINUM CONFORMING TO NAAMM MARK W -19 -4 WITH SERRATED BEARING BARS SPACED AT 1- 3/16" AND CROSS BARS SPACED AT 4" O.C. SIZE OF BEARING BARS SHALL BE AS NOTED ON THE DRAWINGS, (UNLESS OTHERWISE TH CKBEARING BA S) SHOWN, BAND ALL T1 EDGES OF GRATING UNLESS 1/8" NOTED OTHERWISE, ANCHOR ALL GRATING SECTIONS TO SUPPORTS, WITH A MINIMUM O FOUR STAINLESS CLIPS. 16. GUARDRAILS SHALL BE TWO RAIL WITH KICK PLATE AND CONFORM TO THE INDICATED REFERENCE BUILDING CODE AND WISHA. DESIGN SHALL BE BY CONTRACTOR AND SHALL BE INSTALLED IN THE LOCATIONS INDICATED, 17. WHERE APPLICABLE, FIRESTOPPING SHALL BE PROVIDED AT ALL FIRE RATED WALL AND FLOOR /ROOF PENETRATIONS PER SECTION 07270 OF THE METRICOM STANDARDS. STANDARD STRUCTURAL CONCRETE NOTES: 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301, ACI 318 AND THE SPECIFICATION FOR CAST -IN -PLACE CONCRETE. 2. ALL CONCRETE SHALL HAVE A MINIMUM CEMENT CONTENT OF 5 SACKS PER CUBIC YARD AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI AT 28 DAYS, UNLESS OTHERWISE NOTED. ALL CONCRETE SHALL HAVE A MINIMUM WATER- CEMENT RATIO OF 0.45. ALL CONCRETE SHALL HAVE AN AIR - ENTRAINING AGENT WHICH RESULTS IS A MINIMUM AIR CONTENT OF 5% (1% t) BY VOLUME. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPUCES CLASS "B" AND ALL HOOKS SHALL BE STANDARD UNLESS NOTED OTHERWISE. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH 3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER 2 IN. #5 AND SMALLER & WW F 1 -1/2 IN. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: SLAB AND WALL 3/4 IN. BEAMS AND COLUMNS 1 -1/2 IN. 5. A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE U.N.O. IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. 6. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EXISTING REBAR WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS. 7. USE AND INSTALLATION OF CONCRETE EXPANSION /WEDGE ANCHOR, SHALL BE PER ICBO AND MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. STRUCTURAL CONCRETE NOTES D2,poo- i'19 THIS DRAWING IS 24•x36' FULL SIZE. IF DRAWING IS LESS THAN 24'x36', IT CANNOT BE ACCURATELY SCALED. RECEIVE c1TY of Tulc wnA :j ="Mil PERMIT CENTER �rer �, 7) Metrieom Network Operations 16801 Greenepoint Pork Drive Suite 150 Houston, TX 77060 ANTENNA EMBASSY SUITES PUG -0050 15920 W VALLEY HWY SEATTLE, WA 98188 KING COUNTY = CURRENT ISSUE DA E. 6/16/2000 = ISSUED FOR: CONSTRUCTION = REV.: =DATE: ESCRIPTION: BY: ■_ ■_ , ■ 3 . /16/00 ISSUED FOR CONST. ./12/00 ISSUED FOR CONST. 1 •/31 /00 ISSUED FOR CONST. REVIEW =PLANS PREPARED BY: TETRA TECH /KCM INC. lb SEATTLE 1917 FIRST AVENUE WA. 98101 (206) 443 -5300 FAX (206) 443 -5372 = MANAGER: CONSTRUCTION Whalen c Company, Inc 17515 N,E, 67th Court Redmond, WA 98052 Fax: (425)- 602 -1273 - DRAWN BY: CHK.: -APV.: 1 CAD WAC I = LICENSURE: ((��� v y . o as e oT 1/ EIgE$ 1 0 -03 -01 1 =SHEET TITLE' ANTENNA / CABLE SCHEDULE AND STRUCTURAL NOTES - SHEET REVISION: NUMBER: - 3 3 2960011 -0361 ISM ANTENNA & CABLE SCHEDULE ANTENNA AZIMUTH FACE • • COAXIAL SIGNAL CABLE E- RADIO CABLE E -RADIO • - • • CABLE SECTOR IN DEGREES LOCATION MAKE/MODEL/QUANTITY r a • 0 QTY /LENGTH SIZE ID J -BOX LENGTH SIZE ID CODE BELONG SCHEME____ • , • • D- GREEN -15 326 25 RIGHT • �w 108425-200 ©� ® ®� ®�� QUADRANT 34875 1 MIDDLE RIGHT _ 1 1125 MIDDLE LEFT (1)- HIRSCHMANN 108425 -200 � L 1/2'0 A -1 � - _ A 33.75 r LEFT •: •, © ®� 2 (i) 1/2'0 A -2 A -- A A -RED -2 56,25 RIGHT (1)-HIRSCHMANN 108425 -200 3 3' 1/20 2 (1) -20' 1/2"0 A -3 A 95' 5/8"0 A A- GREEN -3 QUADRANT 08 25 MIDDLE r' (1)-HIRSCHMANN - 200 ©�� © ®�� 123.75 LEFT (1)- HIRSCHMANN 108425 - 200 ®� © ® B - 8 -- ° B - RED - ®��® s s"� „ ! r: �r �� 108425 • 1 f2•g 2 (i) -22' � -= 236,25 RIGHT 108425 3' 1/2'0 2 t/2'0 C - 11 • 5/8"0 C QUADRANT 258.75 MIDDLE RIGHT 4 28-25 MIDDLE LEFT 108425-200 ��© 1/2"0 D-13 ' . H i:IuJ1 303.75 LEFT (1)- HIRSCHMANN 108425 -200 14 3' 1/2"0 2 (1) -20' 1/20 D -14 D D D- RED -14 NOTES. 1, SECTOR IDENTIFICATION QUADRANT 1 IS ORIENTED CLOSEST TO TRUE NORTH. QUADRANTS 2, 3 AND 4 FOLLOW CLOCKWISE IN 97 INCREMENTS. 2. ALL CABLE SHALL BE MARKED AT THE TOP AT E -RADIO JUNCTION BOX AND BOTTOM WITH PRE - SELECTED NUMBERING/TAPE AND /OR STENCIL TAG. 3. ONE (1) COMPOSITE CABLE GROUP OF FOUR (4) ANTENNAS CONSISTS OF FOUR (4) COLOR CODE CAT -5 CABLES. COMPOSITE CABLE SHALL LABELED AS FOLLOWS: CABLE "A" FOR JUNCTION BOX 'A AND FOLLOW IN SEQUENCE. THE CAT -5 CABLE WITHIN COMPOSITE CABLE SHALL LABEL AS: A -1 ON WHITE CABLE, A -2 ON REM CABLE, A -3 ON GREEN CABLE, A -4 ON BLUE CABLE AND FOLLOW IN SEQUENCE. 4. TO PROVIDE EASY IDENTIFICATION AND UNIFORM MARKING OF ANTENNA CABLING, THE FOLLOWING SHALL APPLY: WHITE COLOR CODE CABLE FOR ANTENNA NUMBER #1, 5, 9 AND 13; RED COLOR CODE CABLE FOR ANTENNA #Z 6, 10 & 14; GREEN COLOR CODE CABLE FOR ANTENNA #3, 7, 11 & 15; BLUE COLOR CODE CABLE FOR ANTENNA #4, 8, 12 & 16. 5. MDCMC PROJECT MANAGER SHALL VERIFY CABLE LENGTHS, E -RADIO JUNCTION QUANTITIES PRIOR SUBMIT ORDER TO METRICOM PROVISIONMENT DEPARTMENT. GENERAL STRUCTURAL NOTES 1. WHEN A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES. 3. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBIUTY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE UMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD METRICOM AND THE ENGINEER HARMLESS FROM ANY AND ALL UA81U•Y, REAL OR ALLEGED, IN ¢ ONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR UABIUTY ARISING FROM THE SOLE NEGLIGENCE OF METRICOM OR THE ENGINEER. STRUCTURAL NOTES 4. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND PEDESTRIANS MIRING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT IHOT BE UMITED TO BRACING. SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, TEMPORARY STRUCTURES, AND PARTIALLY COMPLETED WORK, ETC. OBSERVATION VISITS TO THE SITE BY THE ENC-lNEER SHALL NOT INCLUDE INSPECTION OF SUCH ITEMS. 5. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. 6. 1T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. Ti-IE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION OF THIS WORK. 7. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON I DRAWINGS. 8, THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS. 9. THE FOLLOWING REQUIREMENTS SHALL BE MET FOR SPECIAL INSPECTION: A. THE SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS; TO THE ENGINEER, AND OTHER DESIGNATED PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND THE BUILDING OFFICIAL. C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY BOTH HE AND HIS SUPERVISOR STATING WHETHER THE WORK REQUIRING SPEqAL INSPECTION WAS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPUCABLE WORKMANSHIP PROVISIONS OF THE UNIFORM BUILDING CODE. 0, COMPLY WITH ALL COUNTY SPECIAL INSPECTION REQUIREMENTS 10. ALL CONSTRUCTION SHALL CONFORM 70 THE UNIFORM BUILDING CODE, LATEST EDITION. 11. DESIGN LOADS - DESIGN LNE LOAD: 115 PSF SEISMIC: UBC, ZONE 3 12. DIMENSIONS RELATING TO OR CONTROLLED BY EXISTING STRUCTURES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO FABRICATION AND /OR CONSTRUCTION. 13. ALL STRUCTURAL CARBON STEEL SHAPES AND PLATES SHALL BE ASTM A36, UNLESS OTHERWISE NOTED, STRUCTURAL STEEL PIPE SHALL BE ASTM A53, GRADE B, STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B, AND BOLTS FOR METAL TO METAL CONNECTIONS SHALL CONFORM TO ASTM A307. ALL WELDING SHALL CONFORM TO THE AWS 01.1 CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION. ELECTRODES SHALL BE E60 OR E70. ALL WELDING SHALL BE PERFORMED BY AWS CERTIFIED WELDERS QUAUFIED TO MAKE THE REQUIRED WELDS. WELDS SHALL BE 3/10" MIN FILLET UNLESS OTHERWISE NOTED, INDICATED WELDS MAY BE FIELD OR SHOP WELDED AT THE CONTRACTOR OPTION. AS MANY WELDS AS POSSIBLE SHALL BE SHOP WELDED BEFORE GALVANIZING. ANY FIELD WELDS SHALL BE FOLLOWED BY FIELD APPLICATION OF A COLD GALVANIZING COMPOUND. 14. ALL ASSEMBUES AND APPURTENANCES SHALL BE HOT DIP GALVANIZED AFTER FABRICATION PER ASTM Al23, A153, AND A525 WITH A MINIMUM PLATING OF 2 OUNCES PER SQUARE FOOT, ALL CONNECTORS AND OTHER MINOR REQUIRED PARTS SHALL ALSO BE GALVANIZED. FIELD REPAIRS SHALL BE WITH A HIGH ZINC SPRAY -ON, SUCH AS "GALV- A- CON". 15. GRATING SHALL BE ALUMINUM CONFORMING TO NAAMM MARK W -19 -4 WITH SERRATED BEARING BARS SPACED AT 1- 3/16" AND CROSS BARS SPACED AT 4" O.C. SIZE OF BEARING BARS SHALL BE AS NOTED ON THE DRAWINGS, (UNLESS OTHERWISE TH CKBEARING BA S) SHOWN, BAND ALL T1 EDGES OF GRATING UNLESS 1/8" NOTED OTHERWISE, ANCHOR ALL GRATING SECTIONS TO SUPPORTS, WITH A MINIMUM O FOUR STAINLESS CLIPS. 16. GUARDRAILS SHALL BE TWO RAIL WITH KICK PLATE AND CONFORM TO THE INDICATED REFERENCE BUILDING CODE AND WISHA. DESIGN SHALL BE BY CONTRACTOR AND SHALL BE INSTALLED IN THE LOCATIONS INDICATED, 17. WHERE APPLICABLE, FIRESTOPPING SHALL BE PROVIDED AT ALL FIRE RATED WALL AND FLOOR /ROOF PENETRATIONS PER SECTION 07270 OF THE METRICOM STANDARDS. STANDARD STRUCTURAL CONCRETE NOTES: 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301, ACI 318 AND THE SPECIFICATION FOR CAST -IN -PLACE CONCRETE. 2. ALL CONCRETE SHALL HAVE A MINIMUM CEMENT CONTENT OF 5 SACKS PER CUBIC YARD AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI AT 28 DAYS, UNLESS OTHERWISE NOTED. ALL CONCRETE SHALL HAVE A MINIMUM WATER- CEMENT RATIO OF 0.45. ALL CONCRETE SHALL HAVE AN AIR - ENTRAINING AGENT WHICH RESULTS IS A MINIMUM AIR CONTENT OF 5% (1% t) BY VOLUME. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPUCES CLASS "B" AND ALL HOOKS SHALL BE STANDARD UNLESS NOTED OTHERWISE. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH 3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER 2 IN. #5 AND SMALLER & WW F 1 -1/2 IN. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: SLAB AND WALL 3/4 IN. BEAMS AND COLUMNS 1 -1/2 IN. 5. A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE U.N.O. IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. 6. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EXISTING REBAR WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS. 7. USE AND INSTALLATION OF CONCRETE EXPANSION /WEDGE ANCHOR, SHALL BE PER ICBO AND MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. STRUCTURAL CONCRETE NOTES D2,poo- i'19 THIS DRAWING IS 24•x36' FULL SIZE. IF DRAWING IS LESS THAN 24'x36', IT CANNOT BE ACCURATELY SCALED. RECEIVE c1TY of Tulc wnA :j ="Mil PERMIT CENTER �rer �, 7) Metrieom Network Operations 16801 Greenepoint Pork Drive Suite 150 Houston, TX 77060 = PROJECT INFORMATION: EMBASSY SUITES PUG -0050 15920 W VALLEY HWY SEATTLE, WA 98188 KING COUNTY = CURRENT ISSUE DA E. 6/16/2000 = ISSUED FOR: CONSTRUCTION = REV.: =DATE: ESCRIPTION: BY: ■_ ■_ , ■ 3 . /16/00 ISSUED FOR CONST. ./12/00 ISSUED FOR CONST. 1 •/31 /00 ISSUED FOR CONST. REVIEW =PLANS PREPARED BY: TETRA TECH /KCM INC. lb SEATTLE 1917 FIRST AVENUE WA. 98101 (206) 443 -5300 FAX (206) 443 -5372 = MANAGER: CONSTRUCTION Whalen c Company, Inc 17515 N,E, 67th Court Redmond, WA 98052 Fax: (425)- 602 -1273 - DRAWN BY: CHK.: -APV.: 1 CAD WAC I = LICENSURE: ((��� v y . o as e oT 1/ EIgE$ 1 0 -03 -01 1 =SHEET TITLE' ANTENNA / CABLE SCHEDULE AND STRUCTURAL NOTES - SHEET REVISION: NUMBER: - 3 3 2960011 -0361 ISM ANTENNA & CABLE SCHEDULE ANTENNA AZIMUTH FACE • • COAXIAL SIGNAL CABLE E- RADIO CABLE E -RADIO • - • • CABLE SECTOR IN DEGREES LOCATION MAKE/MODEL/QUANTITY r a • 0 QTY /LENGTH SIZE ID J -BOX LENGTH SIZE ID CODE BELONG SCHEME____ • , • • D- GREEN -15 326 25 RIGHT • �w 108425-200 ©� ® ®� ®�� QUADRANT 34875 1 MIDDLE RIGHT _ 1 1125 MIDDLE LEFT (1)- HIRSCHMANN 108425 -200 � L 1/2'0 A -1 � - _ A 33.75 r LEFT •: •, © ®� 2 (i) 1/2'0 A -2 A -- A A -RED -2 56,25 RIGHT (1)-HIRSCHMANN 108425 -200 3 3' 1/20 2 (1) -20' 1/2"0 A -3 A 95' 5/8"0 A A- GREEN -3 QUADRANT 08 25 MIDDLE r' (1)-HIRSCHMANN - 200 ©�� © ®�� 123.75 LEFT (1)- HIRSCHMANN 108425 - 200 ®� © ® B - 8 -- ° B - RED - ®��® s s"� „ ! r: �r �� 108425 • 1 f2•g 2 (i) -22' � -= 236,25 RIGHT 108425 3' 1/2'0 2 t/2'0 C - 11 • 5/8"0 C QUADRANT 258.75 MIDDLE RIGHT 4 28-25 MIDDLE LEFT 108425-200 ��© 1/2"0 D-13 ' . H i:IuJ1 303.75 LEFT (1)- HIRSCHMANN 108425 -200 14 3' 1/2"0 2 (1) -20' 1/20 D -14 D D D- RED -14 NOTES. 1, SECTOR IDENTIFICATION QUADRANT 1 IS ORIENTED CLOSEST TO TRUE NORTH. QUADRANTS 2, 3 AND 4 FOLLOW CLOCKWISE IN 97 INCREMENTS. 2. ALL CABLE SHALL BE MARKED AT THE TOP AT E -RADIO JUNCTION BOX AND BOTTOM WITH PRE - SELECTED NUMBERING/TAPE AND /OR STENCIL TAG. 3. ONE (1) COMPOSITE CABLE GROUP OF FOUR (4) ANTENNAS CONSISTS OF FOUR (4) COLOR CODE CAT -5 CABLES. COMPOSITE CABLE SHALL LABELED AS FOLLOWS: CABLE "A" FOR JUNCTION BOX 'A AND FOLLOW IN SEQUENCE. THE CAT -5 CABLE WITHIN COMPOSITE CABLE SHALL LABEL AS: A -1 ON WHITE CABLE, A -2 ON REM CABLE, A -3 ON GREEN CABLE, A -4 ON BLUE CABLE AND FOLLOW IN SEQUENCE. 4. TO PROVIDE EASY IDENTIFICATION AND UNIFORM MARKING OF ANTENNA CABLING, THE FOLLOWING SHALL APPLY: WHITE COLOR CODE CABLE FOR ANTENNA NUMBER #1, 5, 9 AND 13; RED COLOR CODE CABLE FOR ANTENNA #Z 6, 10 & 14; GREEN COLOR CODE CABLE FOR ANTENNA #3, 7, 11 & 15; BLUE COLOR CODE CABLE FOR ANTENNA #4, 8, 12 & 16. 5. MDCMC PROJECT MANAGER SHALL VERIFY CABLE LENGTHS, E -RADIO JUNCTION QUANTITIES PRIOR SUBMIT ORDER TO METRICOM PROVISIONMENT DEPARTMENT. GENERAL STRUCTURAL NOTES 1. WHEN A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES. 3. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBIUTY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE UMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD METRICOM AND THE ENGINEER HARMLESS FROM ANY AND ALL UA81U•Y, REAL OR ALLEGED, IN ¢ ONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR UABIUTY ARISING FROM THE SOLE NEGLIGENCE OF METRICOM OR THE ENGINEER. STRUCTURAL NOTES 4. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND PEDESTRIANS MIRING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT IHOT BE UMITED TO BRACING. SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, TEMPORARY STRUCTURES, AND PARTIALLY COMPLETED WORK, ETC. OBSERVATION VISITS TO THE SITE BY THE ENC-lNEER SHALL NOT INCLUDE INSPECTION OF SUCH ITEMS. 5. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. 6. 1T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. Ti-IE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION OF THIS WORK. 7. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON I DRAWINGS. 8, THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS. 9. THE FOLLOWING REQUIREMENTS SHALL BE MET FOR SPECIAL INSPECTION: A. THE SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS; TO THE ENGINEER, AND OTHER DESIGNATED PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND THE BUILDING OFFICIAL. C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY BOTH HE AND HIS SUPERVISOR STATING WHETHER THE WORK REQUIRING SPEqAL INSPECTION WAS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPUCABLE WORKMANSHIP PROVISIONS OF THE UNIFORM BUILDING CODE. 0, COMPLY WITH ALL COUNTY SPECIAL INSPECTION REQUIREMENTS 10. ALL CONSTRUCTION SHALL CONFORM 70 THE UNIFORM BUILDING CODE, LATEST EDITION. 11. DESIGN LOADS - DESIGN LNE LOAD: 115 PSF SEISMIC: UBC, ZONE 3 12. DIMENSIONS RELATING TO OR CONTROLLED BY EXISTING STRUCTURES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO FABRICATION AND /OR CONSTRUCTION. 13. ALL STRUCTURAL CARBON STEEL SHAPES AND PLATES SHALL BE ASTM A36, UNLESS OTHERWISE NOTED, STRUCTURAL STEEL PIPE SHALL BE ASTM A53, GRADE B, STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B, AND BOLTS FOR METAL TO METAL CONNECTIONS SHALL CONFORM TO ASTM A307. ALL WELDING SHALL CONFORM TO THE AWS 01.1 CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION. ELECTRODES SHALL BE E60 OR E70. ALL WELDING SHALL BE PERFORMED BY AWS CERTIFIED WELDERS QUAUFIED TO MAKE THE REQUIRED WELDS. WELDS SHALL BE 3/10" MIN FILLET UNLESS OTHERWISE NOTED, INDICATED WELDS MAY BE FIELD OR SHOP WELDED AT THE CONTRACTOR OPTION. AS MANY WELDS AS POSSIBLE SHALL BE SHOP WELDED BEFORE GALVANIZING. ANY FIELD WELDS SHALL BE FOLLOWED BY FIELD APPLICATION OF A COLD GALVANIZING COMPOUND. 14. ALL ASSEMBUES AND APPURTENANCES SHALL BE HOT DIP GALVANIZED AFTER FABRICATION PER ASTM Al23, A153, AND A525 WITH A MINIMUM PLATING OF 2 OUNCES PER SQUARE FOOT, ALL CONNECTORS AND OTHER MINOR REQUIRED PARTS SHALL ALSO BE GALVANIZED. FIELD REPAIRS SHALL BE WITH A HIGH ZINC SPRAY -ON, SUCH AS "GALV- A- CON". 15. GRATING SHALL BE ALUMINUM CONFORMING TO NAAMM MARK W -19 -4 WITH SERRATED BEARING BARS SPACED AT 1- 3/16" AND CROSS BARS SPACED AT 4" O.C. SIZE OF BEARING BARS SHALL BE AS NOTED ON THE DRAWINGS, (UNLESS OTHERWISE TH CKBEARING BA S) SHOWN, BAND ALL T1 EDGES OF GRATING UNLESS 1/8" NOTED OTHERWISE, ANCHOR ALL GRATING SECTIONS TO SUPPORTS, WITH A MINIMUM O FOUR STAINLESS CLIPS. 16. GUARDRAILS SHALL BE TWO RAIL WITH KICK PLATE AND CONFORM TO THE INDICATED REFERENCE BUILDING CODE AND WISHA. DESIGN SHALL BE BY CONTRACTOR AND SHALL BE INSTALLED IN THE LOCATIONS INDICATED, 17. WHERE APPLICABLE, FIRESTOPPING SHALL BE PROVIDED AT ALL FIRE RATED WALL AND FLOOR /ROOF PENETRATIONS PER SECTION 07270 OF THE METRICOM STANDARDS. STANDARD STRUCTURAL CONCRETE NOTES: 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301, ACI 318 AND THE SPECIFICATION FOR CAST -IN -PLACE CONCRETE. 2. ALL CONCRETE SHALL HAVE A MINIMUM CEMENT CONTENT OF 5 SACKS PER CUBIC YARD AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI AT 28 DAYS, UNLESS OTHERWISE NOTED. ALL CONCRETE SHALL HAVE A MINIMUM WATER- CEMENT RATIO OF 0.45. ALL CONCRETE SHALL HAVE AN AIR - ENTRAINING AGENT WHICH RESULTS IS A MINIMUM AIR CONTENT OF 5% (1% t) BY VOLUME. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPUCES CLASS "B" AND ALL HOOKS SHALL BE STANDARD UNLESS NOTED OTHERWISE. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH 3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER 2 IN. #5 AND SMALLER & WW F 1 -1/2 IN. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: SLAB AND WALL 3/4 IN. BEAMS AND COLUMNS 1 -1/2 IN. 5. A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE U.N.O. IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. 6. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EXISTING REBAR WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS. 7. USE AND INSTALLATION OF CONCRETE EXPANSION /WEDGE ANCHOR, SHALL BE PER ICBO AND MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. STRUCTURAL CONCRETE NOTES D2,poo- i'19 THIS DRAWING IS 24•x36' FULL SIZE. IF DRAWING IS LESS THAN 24'x36', IT CANNOT BE ACCURATELY SCALED. RECEIVE c1TY of Tulc wnA :j ="Mil PERMIT CENTER T M *10 1 )7 etliCOnf Network Operations 16801 Greenspoint Pork Drive Suite 150 Houston, TX 77060 = PROJECT INFORMATION: EMBASSY SUITES PUG -0050 15920 W VALLEY HWY SEATTLE, WA 98188 KING COUNTY = CURRENT ISSUE DATE: 6/16/2000 = ISSUED FOR: CONSTRUCTION = REV.: =DATE: DESCRIPTION: BY: A ISSUED 6/16/2000 FOR CONST A 6/12/2000 CONSTISSUED FOR A x/30/2000 ISSUED FOR CONST. REVIEW A 2/16/2000 ISSUED FOR ZONING =PLANS PREPARED BY: TETRA TECH /KCM INC. 1917 FIRST AVENUE SEATTLE WA. 98101 (206) 443 -5300 FAX (206) 443 -537? =CONSTRUCTION MANAGER. & YY Comp any, Inc 17515 N.E. 67th Court Redmond, WA 98052 Fax: (425)-602— 1 273 =DRAWN BY: CH K.: APV.: I CAD WAC I - LICENSURE: a /- ''EOISTER 67W/ D TONAL ; I D%PIHES 10 -0,01 TITLE' =SHEET SITE PLAN • =SHEET NUMBER REVISION: A1 4 2960011 -036 SITE PLAN LEGAL DESCRPRONt LOT POR LEADER HENRY —O C 46 POR OF HENRY MEADER DONATION CLAIM NO 46 IN SW 1/4 OF SEC 24 -23-04 LY E OF ELY IN OF STATE HWY NO SM (SR 181) , AS EST VALLEY HWY & W OF WLY LN OF PUGET SOUND POWER & DONT CO R/W SEA —TAO PSE RR S OF S OF RD ESVt KNOWN AS S 158TH ST do ALSO 1060$N AS LONGACRES WAY & N OF A Iii 446.38 FT S a PLL WHEN MEAS AT R/A TO SD S IN OF S 158TH ST --- PER CITY OF TIHIWLA BOUNDARY LANE ADJ NO 88 -4-81A RED NO 8809301116 - -- LESS 6.50 FT LY SLY It PU. NEAS AT R/A TO S LNdE OF SOUtil 158TH ST 1 S LONGACRES WAY b a CALL 2 DAYS BEFORE YOU DIG 1- 800 - 424 -5555 175-1 HOTEL (COURTYARD BY MARRIOTT) NSW PROPERTY UNE g 5 8 t I 0 2 NOTE: THIS DRAWING IS BASED ON PUBLIC RECORDS AND FIELD OBSERVATIONS AND DOESN'T REPRESENT A SURVEY. Dz -moo- x`19 E =40' -0' O THIS DRAWING IS 24 ",35' FULL SIZE. IF DRAWING IS LESS THAN 24'x35', IT CANNOT BE ACCURATELY SCALED. RECEIVED CITY OF TUKWILA JUN 2 2 ?'.N PERMIT CENTER ROOF PLAN 0E) BLDG (E PARAPET---N ; 1" NEW LIETRICOM ISM ANTENNAS MOUNTED ON EXISTING PARPET WALL TYP OF 4 0 3 SECTORS. PAINT TO MATCH EXISTING WALL COLOR / / 1 -(E) PARAPET (E) LOWER ROOF NGEXISTI I' HIGH PARAPET ://— HI ! ; , I ..,. I , I ; 1 ' i ; ' _i_.. ! I t,:' L Pr= I C tO ,I (E) ELEVATOR ,,,, PENTHOUSE \\ S ',..., .,..., ,,,,..,.. N,. ci iN ..,`. , I Ey. (E) LOWER ROOF CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 cr; MING 6' HIGH PARAPET 4•-6 TYP. 13 Irt NEW METRICOM ISM ANTENNAS SEE 1/A5 NEW METRICOM ISM ANTENNAS MOUNTED ON mow PARPET WALL. TYP OF 4 0 3 SECTORS, PNNT TO MATCH COSTING WALL COLOR " p 1,1 11 4 'A1— 0TH ETH A .11-- 41 ' I • I; L I I L I ' L I ; /7 , • ; ; ! ; ; ' ! ti ----I JUNCTION BOX TYP. TI t;--IT 4 ' ! At, \ I ' tf, BLDG BLDG 2 EMT ETHERNET CONDUIT MOUNTED ON EXISTING MERTRICOM UNISTRUT CHANNELS, TYP. B r-,.--r,---!----,------i-- --1-----i---4---1---- 2 DAT ETHERNET CONDUIT MOUNTED ON EXISTING METRICOM UNISTRUT CHANNELS, rm. , - 1 - - I - I -- 1- I i I i : i ; 1 : , , ;• ,, . , ..._ ■ l_ _-__I. _.;_____...._ 'N. "--- (E) UPPER ROOF —.. FIN • / Si , • • . Ef..-9. I I tO V- NEW METRICOM ISM ANTENNAS 001,11 ON ExanNG PARFET wALL TYP OF 40 3 SECTORS. PAINT TO MATC111 EXISTING WALL COLOR I ETHERNET CONDUIT PENETRATION (E) METRICOM CONDUIT // / // / 1. SEE SHEET T2 FOR LIST OF ABBREVIATIONS IN THIS SET OF DRAWINGS 2. ETHERNET CABLE RUNS FROM CABINET TO RADIO NOT TO EXCEED 320', VERIFY W/ METRICOM_ 3. ATENNA SIZES ISM ANTENNA: 38.5Hx7.75 WCS ANTENNA 421.1x6.1Wx2.6D 4. ANTENNA dc All MOUNTING HARDWARE EQUIPMENT TO BE PANTED W/ NON-REFELC1WE PANT TO MATCH EXISTING COLOR tO 0ELEV BLDG txwcx n ot NOTE: THIS DRAWING IS BASED ON PUBLIC RECORDS AND FIELD OBSERVATIONS AND DOESN'T REPRESENT A SURVEY. tilS. 0 10 20 SCALE: 1" =10' -0 r =10.-0" C) THIS DRAWING IS 24x36" FULL SIZE. IF DRAWING IS LESS THAN 24 IT CANNOT BE ACCURATELY SCALED. cn-AM , 2 2 nth PERMIT CENTER A Metricom Network Operations 16801 Greenepoint Pork Drive Suite 150 Houston, TX 77060 =PROJECT INFORMATION: EMBASSY SUITES PUG-0050 15920 W VALLEY HWY SEATTLE, WA 98188 KING COUNTY =CURRENT ISSUE DATE: 6/16/2000 =ISSUED FOR: CONSTRUCTION =REV.•=DATE: DESCRIPTION: BY: A ,6/1 6/00 FOR CONST. 2 6/12/00 ISSUED FOR CONST. A /00 CONST. ISSUED FOR PLANS PREPARED BY: TETRA TECH/KCM INC. SEATTLE WA. 98101 cm 1917 FIRST AVENUE (206) 443-5300 FAX (206) 443-5372 =CONSTRUCTION MANAGER. Whalen & C omp any , Inc 17515 N.E. 67th Court Redmond, WA 98052 Fax: (425) -602-1273 =DRAWN BY: CH K.: APV.: CAD I WAC =LICENSURE: , g,t. A. vrs „4 To - I ePIREs 10-03-01 I =SHEET TITLE. ROOF PLAN REVISION: =SHEET NUMBER A2 2960011-036 ROOF PLAN 0E) BLDG (E PARAPET---N ; 1" NEW LIETRICOM ISM ANTENNAS MOUNTED ON EXISTING PARPET WALL TYP OF 4 0 3 SECTORS. PAINT TO MATCH EXISTING WALL COLOR / / 1 -(E) PARAPET (E) LOWER ROOF NGEXISTI I' HIGH PARAPET ://— HI ! ; , I ..,. I , I ; 1 ' i ; ' _i_.. ! I t,:' L Pr= I C tO ,I (E) ELEVATOR ,,,, PENTHOUSE \\ S ',..., .,..., ,,,,..,.. N,. ci iN ..,`. , I Ey. (E) LOWER ROOF CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 cr; MING 6' HIGH PARAPET 4•-6 TYP. 13 Irt NEW METRICOM ISM ANTENNAS SEE 1/A5 NEW METRICOM ISM ANTENNAS MOUNTED ON mow PARPET WALL. TYP OF 4 0 3 SECTORS, PNNT TO MATCH COSTING WALL COLOR " p 1,1 11 4 'A1— 0TH ETH A .11-- 41 ' I • I; L I I L I ' L I ; /7 , • ; ; ! ; ; ' ! ti ----I JUNCTION BOX TYP. TI t;--IT 4 ' ! At, \ I ' tf, BLDG BLDG 2 EMT ETHERNET CONDUIT MOUNTED ON EXISTING MERTRICOM UNISTRUT CHANNELS, TYP. B r-,.--r,---!----,------i-- --1-----i---4---1---- 2 DAT ETHERNET CONDUIT MOUNTED ON EXISTING METRICOM UNISTRUT CHANNELS, rm. , - 1 - - I - I -- 1- I i I i : i ; 1 : , , ;• ,, . , ..._ ■ l_ _-__I. _.;_____...._ 'N. "--- (E) UPPER ROOF —.. FIN • / Si , • • . Ef..-9. I I tO V- NEW METRICOM ISM ANTENNAS 001,11 ON ExanNG PARFET wALL TYP OF 40 3 SECTORS. PAINT TO MATC111 EXISTING WALL COLOR I ETHERNET CONDUIT PENETRATION (E) METRICOM CONDUIT // / // / 1. SEE SHEET T2 FOR LIST OF ABBREVIATIONS IN THIS SET OF DRAWINGS 2. ETHERNET CABLE RUNS FROM CABINET TO RADIO NOT TO EXCEED 320', VERIFY W/ METRICOM_ 3. ATENNA SIZES ISM ANTENNA: 38.5Hx7.75 WCS ANTENNA 421.1x6.1Wx2.6D 4. ANTENNA dc All MOUNTING HARDWARE EQUIPMENT TO BE PANTED W/ NON-REFELC1WE PANT TO MATCH EXISTING COLOR tO 0ELEV BLDG txwcx n ot NOTE: THIS DRAWING IS BASED ON PUBLIC RECORDS AND FIELD OBSERVATIONS AND DOESN'T REPRESENT A SURVEY. tilS. 0 10 20 SCALE: 1" =10' -0 r =10.-0" C) THIS DRAWING IS 24x36" FULL SIZE. IF DRAWING IS LESS THAN 24 IT CANNOT BE ACCURATELY SCALED. cn-AM , 2 2 nth PERMIT CENTER gEOENED CITE' OF 7UK4VILA 2 NH ?ERMIT CENTER i ,, --- NEW METRICOM ISM ANTENNAS (E) TELEVISION ON EXISTING PENTHOUSE ANTENNA WALL, TYP OF 2 0 2 SECTORS, PLANT TO MATCH EXISTING WALL COLOR NEW METRICOM ISM ANTENNAS MOUNTED NEW 2' ETHERNET ON EXISTING PENTHOUSE WALL, TYP OF (E) METRICOM CONDUIT 4 ® 3 SECTORS, PAINT TO MATCH CONDUIT EXISTING WALL COLOR (E) ELEVATOR PENTHOUSE PARAPET ! °i D (E) POOHO SE PARAPET ' I ' I (E) PENTHOUSE r„^` -- ; ,. - 1 ! PARAPET i a i TOP OF ANTENNA • i `O N, LOP. ��--..__......__. ..- ---- - . ..------�--------....---._----. ..-- --. .----- �----..-- - r - .- -- --_. ...__... ._- 111111 - - "- .__.. ......_ i I ' I E _...--- - _ t J (E) PARAPET I i I (E) ROOF TOP L CONSTRUCTION I ( (E) HWAC I - b r , - 1 a 1 1 I I I I f i (E) BUILDING i i I ! 1 ! i_ ri 1 ' ! I I 1 I j I t 1 k j l i! I I 1 1 I I j I 1 I -t T 3 , I I i I I I i + _ I ; I i I I { -i I I I I I I I } i I I I I I i �— I i f t I i I I i. I ! _ T I I 1 i r te— _...__ I I _ __ ____. _ _ _.__- .,_- __� - -____ --- __,_- ._____ - - T ; r 3 ISSUED FOR CONST. REVIEW -� 1 F -, — ISSUED FOR ZONING I t ! U ' T L , I I I j I i t —_ o j �� 1 . 7 1 i �..— I I j 1 J_ I T 1 ! ! a j — _ —, - I I_ r J 1 I I L . - r 1 { I 1 i I I i I t i I T t I i I m ! , E I I I I 1 f : I -- i n I— I { 1 1 j j i I I 1 j I I 1 I I I i T I I r =SHEET TITLE. 1 I 1 I I I , I I j j j 1 I it 4 I I j ! 1 1 L I f I 1 k 1 I 1 I I I I 1 I ! I r T i � I i I � i ! i I I I i i i I 1 j I L I � _ T i I l I i I i I i I ! I ! T F F 1 ; I I I j i I 1 ! j I 1 9 j ; F.G. I I I t:;L00 ri EAST ELEVATION gEOENED CITE' OF 7UK4VILA 2 NH ?ERMIT CENTER t;' l etri :mi Network Operations 16801 Greenspoint Park Drive Suite 150 Houston, TX 77060 = PROJECT INFORMATION: EMBASSY SUITES PUG -0050 15920 W VALLEY HWY SEATTLE, WA 98188 KING COUNTY = CURRENT ISSUE DATE: I 6/16/2000 = ISSUED FOR: L CONSTRUCTION = REV.: =DATE: DESCRIPTION: BY: ■ ■ /� 4 ./16/2000 ISSUED FOR CONST. /� [ ./12/2000 ISSUED FOR CONST. Z\ ./31/2000 ISSUED FOR CONST. REVIEW 1 /16/2000 ISSUED FOR ZONING =PLANS PREPARED BY: TETRA TECH /KCM INC. SEATTLE WA. 98101 im 1917 FIRST AVENUE (206) 443 -5300 FAX (206) 443 -5372 . =CONSTRUCTION MANAGER' & Whalen Company, In 17515 N.E. 67th Court Redmond, WA 98052 Fox: (425)- 602 -1273 =DRAWN BY: CHK.: APV.: f CAD I WAC = L!CENSURE: A. r• vy of WAS,t, `i' 1/ _/ 4.94 9 , IONAI I EXPIRES 10 -03-01 =SHEET TITLE. ELEVATION =SHEET NUMBER REVISION: A3 4 2960011 -0361 gEOENED CITE' OF 7UK4VILA 2 NH ?ERMIT CENTER F.G. (E) ELEVATOR PENTHOUSE PARAPET (E) PENTHOUSE PARAPET NEW METRICOM ISM ANTENNAS MOUNTED ON EXISTING PENTHOUSE WALL. TYP OF 4 9 3 SECTORS. PAINT TO MATCH EXISTING WALL COLOR TOP OF PARAPET EAST BUILDING ELEVATION Ii 1 T I I f I I ! f — _ - -L -- I -1 — ��- - __ -F 1 E T --, t 1 ' I 'I I L I I 1 ! I -frl--- ■ i L ; f T T 1 I ; • T r j I I I I ! 4 .J- __.._.____- _.__..__. i ° I .1._- _- ._._._- _L.__.___ -_ 4 t I I I NEW METRICOM ISM ANTENNAS MOUNTED ON EXISTING PENTHOUSE WALL, TYP OF 2 0 2 SECTORS, PAINT TO MATCH EXISTING WALL COLOR (6) PENTHOUSE PARAPET T I T - 1-- (E) ROOF TOP (E) TELEVISION ANTENNA TOP OF ANTENNA AND EXISTING PARAPET NEW METRICOM ISM ANTENNAS MOUNTED ON EXISTING PENTHOUSE WALL, TYP OF 4 0 3 SECTORS. PAINT TO MATCH EXISTING WALL COLOR - —+ 16' i I U I I I 1 I I I ! I I I I } I r I I j I I 1 I 16' SCALE. 1/i6' =1' -0' 32' THIS DRAWING IS 24"66" FULL SIZE. IF DRAWING IS LESS THAN 24'x36', IT CANNOT BE ACCURATELY SCALED. REC €NED TTY OF iUKWILA (:JUU I 'vim Mehl eoiri Network Operations 16801 Greenspoint Park Drive Suite 150 Houston, TX 77060 = PROJECT INFORMATION: EMBASSY SUITES PUG -0050 15920 W VALLEY HWY SEATTLE, WA 98188 KING COUNTY = CURRENT ISSUE DATE: 6/16/2000 = ISSUED FOR: CONSTRUCTION = REV.: =DATE: DESCRIPTION: BY: ._ ■ 4 ./16/2000 ISSUED FOR CONST. 3 . /12/2000 ISSUED FOR CONST. ./31/2000 ISSUED FOR CONST. REVIEW A /16/2000 ISSUED FOR ZONING =PLANS PREPARED BY TETRA TECH /KCM INC. 1917 FIRST AVENUE SEATTLE WA. 93101 (206) 443 -5300 FAX (206) 443 -5372 +p = CONSTRUCTION MANAGER: Whalen 8c Company, Inc 17515 N.E. 67th Court Redmond, WA 98052 Fax: (425)- 602 -1273 =DRAWN BY: CHK.: APV.: I CAD I WAC = LICENSURE: 0 A. N. �J i • 14884 O ff' , F O 1: At s 'q ti /'1(( �`SIONAL EXPIRES 10 -03 -01 j =SHEET TITLE ELEVATION =SHEET NUMBER REVISION: A4 4 2960011-031 F.G. (E) ELEVATOR PENTHOUSE PARAPET (E) PENTHOUSE PARAPET NEW METRICOM ISM ANTENNAS MOUNTED ON EXISTING PENTHOUSE WALL. TYP OF 4 9 3 SECTORS. PAINT TO MATCH EXISTING WALL COLOR TOP OF PARAPET EAST BUILDING ELEVATION Ii 1 T I I f I I ! f — _ - -L -- I -1 — ��- - __ -F 1 E T --, t 1 ' I 'I I L I I 1 ! I -frl--- ■ i L ; f T T 1 I ; • T r j I I I I ! 4 .J- __.._.____- _.__..__. i ° I .1._- _- ._._._- _L.__.___ -_ 4 t I I I NEW METRICOM ISM ANTENNAS MOUNTED ON EXISTING PENTHOUSE WALL, TYP OF 2 0 2 SECTORS, PAINT TO MATCH EXISTING WALL COLOR (6) PENTHOUSE PARAPET T I T - 1-- (E) ROOF TOP (E) TELEVISION ANTENNA TOP OF ANTENNA AND EXISTING PARAPET NEW METRICOM ISM ANTENNAS MOUNTED ON EXISTING PENTHOUSE WALL, TYP OF 4 0 3 SECTORS. PAINT TO MATCH EXISTING WALL COLOR - —+ 16' i I U I I I 1 I I I ! I I I I } I r I I j I I 1 I 16' SCALE. 1/i6' =1' -0' 32' THIS DRAWING IS 24"66" FULL SIZE. IF DRAWING IS LESS THAN 24'x36', IT CANNOT BE ACCURATELY SCALED. REC €NED TTY OF iUKWILA (:JUU ELEVATOR PENTHOUSE PLAN ETH — ETH (E) ELEVATOR PENTHOUSE 2" EMT ETHERNET CONDOR 7' EMT ETHERNET CONDUIT MOUNTED ON 4x4 SLEEPER MOUNTED ON EXISTING MERTRICOM UNISTRUT CHANNELS, TYP. SEE DETAIL 5/A7 ETH ETH ETH ETH ETH Ent NEW METRICOM ISM ANTENNAS MOUNTED ON EXISTING ELEVATOR PENTHOUSE WALL, TYP OF 2 2 SECTORS. PAINT TO MATCH EXISTING WALL COLOR 0 JUNCTION BOX JUNCTION BOX \ 2' 0 2' 4' SCALE: 1/2"=1'-0" 2" EMT ETHERNET CONDUIT MOUNTED ON EXISTING MERTRICOM UNISTRUT CHANNELS, TYP. ETH ETN ETH E1H ETH ETH ETC ETH ETH ETH 17 MA P NORTH THIS DRAWING IS 24 "x36" FULL SIZE. IF DRAWING IS LESS THAN 24"x35', IT CANNOT BE ACCURATELY SCALED. ETH NOTE: THIS DRAWING IS BASED ON PUBLIC RECORDS AND FIELD OBSERVATIONS AND DOESN'T REPRESENT A SURVEY. SCALE: 1/2" =1' -0" RECE T�KWILA OITY OF 'N'A `+ERMIT CENTER t-iip Metricom 1 Network Operations 16801 Greenspoint Pork Drive Suite 150 Houston, TX 77060 = PROJECT INFORMATION: EMBASSY SUITES PUG -0050 15920 W VALLEY HWY SEATTLE, WA 98188 KING COUNTY = CURRENT ISSUE DATE: 6/16/2000 = ISSUED FOR: L CONSTRUCTION = REV.: =DATE: DESCRIPTION: BY: U A \ . ISS UED FOR CO NST. ■ A ISSUED / \ ./12/2000 FOR c o ,. 1 ./31/2000 ISSUED FOR CONST. REVIEW =PLANS PREPARED BY: TETRA TECH /KCM INC. 1917 FIRST AVENUE SEATTLE WA. 98101 (206) 443 -5300 FAX (206) 443 -5372 = CONSTRUCTION MANAGER: Whalen &c Company, Inc 17515 N.E. 67th Court Redmond, WA 98052 Fax: (425)- 602 -1273 =DRAWN BY: CHK.: APV.: 1 CAD I WAC = LICENSURE: A. 1'• yy`, of >•AgH I �I ' 9 'i'gE ISTER /'� -(l - SIONAL EXPIRES 10 -03-01 =SHEET TITLE ELEVATOR PENTHOUSE P LAN REVISION: =SHEET NUMBER* 3 2960011 -036 ELEVATOR PENTHOUSE PLAN ETH — ETH (E) ELEVATOR PENTHOUSE 2" EMT ETHERNET CONDOR 7' EMT ETHERNET CONDUIT MOUNTED ON 4x4 SLEEPER MOUNTED ON EXISTING MERTRICOM UNISTRUT CHANNELS, TYP. SEE DETAIL 5/A7 ETH ETH ETH ETH ETH Ent NEW METRICOM ISM ANTENNAS MOUNTED ON EXISTING ELEVATOR PENTHOUSE WALL, TYP OF 2 2 SECTORS. PAINT TO MATCH EXISTING WALL COLOR 0 JUNCTION BOX JUNCTION BOX \ 2' 0 2' 4' SCALE: 1/2"=1'-0" 2" EMT ETHERNET CONDUIT MOUNTED ON EXISTING MERTRICOM UNISTRUT CHANNELS, TYP. ETH ETN ETH E1H ETH ETH ETC ETH ETH ETH 17 MA P NORTH THIS DRAWING IS 24 "x36" FULL SIZE. IF DRAWING IS LESS THAN 24"x35', IT CANNOT BE ACCURATELY SCALED. ETH NOTE: THIS DRAWING IS BASED ON PUBLIC RECORDS AND FIELD OBSERVATIONS AND DOESN'T REPRESENT A SURVEY. SCALE: 1/2" =1' -0" RECE T�KWILA OITY OF 'N'A `+ERMIT CENTER U ■ U� ■ ■ ISSUED FOR 3 /16/2000 CONST. ISSUED FOR 2 . /12/2000 CONST. ISSUED FOR ./31/2006 CONST. REVIEW EQUIPMENT ROOM PLAN (E) STEEL B —LINE 5 -22 CHANNEL MOUNTED TO EXIST STEEL STUDS WALL SECTION @ POWER/TELCO MOUNTING] N.T.S. rrr+i.L SECTION (E) WALL . \ N NEW METRICOM ISM EQUIPMENT CABINET \ �\ NEW METER, POWER, TELCO AND DISCONNECT PEDESTAL APE ABOVE, SPRINKLER FROM FLOOR x JUNC'ION BOX TYP. • I : 2" EMT ETHERNET CONDUIT I' MOUNTED ON EXISTING METRICOM IIUNISTRUT CHANNELB, TT. NOTE: THIS DRAWING IS BASEL:1i ON PUBLIC RECORDS AND FIELD OBSERVATIONS AND DOESN'T REPRESENT A SURVEY. Dzro-17q ETHERNET CONDUIT PENETRATION (E) METRICOM CONDUIT 0' 1' 2' 3' 4' 5' SCALE: 3/8"=1'-0" SCALE: 3/8" =1' -0" 01 THIS DRAWING IS 24 "x36" FULL SIZE. IF DRAWING IS LESS THAN 24 "x3S . IT CANNOT BE ACCURATELY SCALED. x 6 � Metricom 1 Network Operations 16801 Greenspoint Park Drive Suite 150 Houston, TX 77060 — PROJECT INFORMHIl01': EMBASSY SUITES PUG -0050 15920 W VALLEY HWY SEATTLE, WA 98188 KING COUNTY = CURRENT ISSUE DATE: 6 = ISSUED FOR: CONSTRUCTION = REV.: =DATE: DESCRIPTION: BY: =PLANS PREPARED BY: TETRA TECH /KCM INC. 1917 FIRST AVENUE SEATTLE WA. 98101 (206) 443 -5300 FAX (206) 443 -5372 = CONSTRUCTION MANAGER: =DRAWN BY: CAD = LICENSURE: =SHEET TITLE 17515 N.E. 67th Court Redmond, WA 98052 Fox: (425)- 602 -1273 CHK.: Whalen de Company, Inc WAC EQUIPMENT PLAN =SHEET NUMBER: REVISION: A6 3 2960011 -0361 RECEa CITY OF a O S THIS DRAWING IS 24'x36' FULL SIZE. IF DRAWING IS LESS THAN 24'x36', IT CANNOT BE ACCURATELY SCALED. DOWNTILT ANTENNA MOUNTING BRACKET AND HARDWARE BY ANTENNA MANUFACTURER TOP OF ANTENNA / TOP OF PARAPET 2 EMT ETHERNET CONDUIT TOP OF PARAPET / TOP OF ANTENNA TOP OF PARAPET / TOP OF ANTENNA HEIGHT VARIES FROM 1' -S' TO 2' -1' - I Il j ti i '— ., , _ .. I , 6/16/2000 HIRSCHMANN ANTENNA E -RADIO O ETHERNET (E) PENTHOUSE ROOF , ^ , _ i I ITI;E 1! - r 1 EXiSTtNG / �� j t )' ■_ L VALMONT MAIL BRACKET 82008. FED CUT TO FIT s I 4w x4"x1/4" xr-Er GAIN Sit, (O.P')' MOUNT TO MEL WALL STUDS O 1'-4' OZ. v ElBF � Y W/ ANTENNA / REOUR2EMEN1S - It ■ , HIRSCHMANN ANTENNA m Y " I . < < � 11111r I ./16/00 HIRSCHMANN ANTENNA E -RADIO E -RADIO MOUNT OF ANTENNA 12 x3`x8" WITHIN 4' i , I A \ . /31/00 4 . i i I 1 . I i '! .. � (E) SECTION A —A (E) GUTTER t ' WALL =PLANS PREPARED BY: SECTION B —B ANTENNA MOUNTING PLAN 1 " =1' -0" ® PARAPET SECTION A -A 1 "= 1' -0l' OO PARAPET SECTION B -B 1 " =1' -0" a TOP OF PARAPET I TOP OF ANTENNA IN . SNAP -IN HANGERS 2'0 RGS CONDUff FOR ISM ICECO OR EQUAL (iYP� ETHERN ANTENNAS II o ° I I HIRSCHMANN ANTENNA E -RADIO (E) VENT ON SE SIDE OF ELEVATOR PENTHOUSE I I 1------------- = LICENSURE: ' r:— _ -- 1 r i . ; Ic =SHEET TITLE DETAILS c i i< I i GROUNDING WIRE PER PLAN PVC ROOF SLEEPER ICECO OR EQUAL MP) i 3 2960011 -03E1 I - - - - -- NEOPHRENE MAT (E) ROOFTOP ELEVATION VIEW i N CALL 2 DAYS BEFORE YOU DIG 1- 800 - 424 -5555 1 ::)_A[ "4 ?:)(: )''' 1' 7 4 1 SLEEPER DETAIL N.T.S, 1' 0 1' 2' SECTION C — C SCALE 1'=1' -O' I PARAPET SECTION C -C 1"=1,-o" ® a O S THIS DRAWING IS 24'x36' FULL SIZE. IF DRAWING IS LESS THAN 24'x36', IT CANNOT BE ACCURATELY SCALED. , r; Metriconf Network Operations 15801 Greenspo_nt Park Drive Suite 150 Houston. TX 77050 -PROJECT INFORMATION EMBASSY SUITES PUG -0050 15920 W VALLEY HWY SEATTLE, WA 98188 KING COUNTY = CURRENT ISSUE DATE: 6/16/2000 = ISSUED FOR: CONSTRUCTION = REV.: =DATE: DESCRIPTION: BY: ■_ ■ , ./16/00 ISSUED FOR CONST. A / \ •/12/00 CONST ISSUED FOR ■ A \ . /31/00 OR CIONSTISSUED F . REVIEW =PLANS PREPARED BY: TETRA TECH /KCM INC. 1917 FIRST AVENUE SEATTLE WA. 98101 (206) 443 -5300 FAX (206) 443 -5372 = CONSTRUCTION MANAGER: Whalen & Company, Inc 17515 N.E. 67th Court Redmond, WA 98052 Fax: (425)- 602 -1273 =DRAWN BY: CHK.:APV.: I CAD I WAC I = LICENSURE: • , . es IILLL R OISTEQ' 7 / A( tha ` 1 EXPIRES 10 -0.1-01 j =SHEET TITLE DETAILS REVISION: =SHEET NUMBER. A7 3 2960011 -03E1 a O S THIS DRAWING IS 24'x36' FULL SIZE. IF DRAWING IS LESS THAN 24'x36', IT CANNOT BE ACCURATELY SCALED. 7 l� TO JUNCTION BOX -F" QUADRANT 2 SECTOR CABLE JUNCTION BOX DETAIL o— O 0 , TO QUADRANT 4 ♦o METRICOM COMPOSITE, CABLE WIRE COLOR CODE & SPLICING DIAGRAM QUADRANT 4 ® CABLE ROUTING (RISER) DIAGRAM KEY NOTES QUADRANT 1 QUADRANT 2 gp It\ JUNCTION JUNCTION BOX 'B' 7 - BOX 'E" JUNCTION QUADRANT 3 <> 15.50" X12.00" X8.28" FIBERGLASS JUNCTION BOX — NEMA -4 (HOFFMAN A- 16128JFGQRR) WITH PRE — SELECTED ALPHABET MARKING. O 2" DIA. EMT CONDUIT FOR METRICOM COMPOSITE CABLE. O E —RADIO CABLE OUTDOOR. METRICOM COMPOSITE CABLES (BELOEN— B— SS364) TOTAL OF THREE WITH PRE— SELECTED ALPHABET MARKING. (10' -0" LOOP SHALL BE LEFT AT BOTH ENDS FOR FANNING AND FORMING AND MAINTENANCE LOOP). C 5 ? METRICOM COMPOSITE CABLES TOTAL OF TWO (2) CONTINUOUS ROUTE 2" DIA. EMT CONDUIT TO SECTOR JUNCTION BOX. €:: METRICOM COMPOSITE CABLE TOTAL OF ONE (1) CONTINUOUS ROUTE 2" DIA. EMT CONDUIT. <> CAT -5 WITHIN E —RADIO CABLE OUTDOOR. O g SCOTCHLOCK CONDUCTORS (UR.2) PER WIRE. ISM DIRECTIONAL ANTENNA. TOTAL OF SIXTEEN (16). .0. COAXIAL SIGNAL CABLE, TOTAL OF TWO (2) PER ISM ANTENNA. .<> ETHERNET RADIO. <> SEE SHEET T3 FOR ANTENNA & CABLES SCHEDULE FOR CABLE CODE SCHEME. 12 f)rO I THIS DRAWING IS 24'x36' FULL SIZE. IF DRAWING IS LESS THAN 24'x36'. IT CANNOT BE ACCURATELY SCALED. CENE CITY RE OF TDKWILA 2 PERMIT CENTER e rr ,, y} Metriceni I Network Operations 16801 Greenapoint Park Drive I Suite 150 ' Houston, TX 77060 - PROJECT INFORMATION: EMBASSY SUITES PUG -0050 15920 W VALLEY HWY SEATTLE, WA 98188 KING COUNTY = CURRENT ISSUE DATE: I 6/16/2000 = ISSUED FOR: CONSTRUCTION — BY: REV.: =DATE: DESCRIPTION: 3 . /16/00 ISSUED FOR CONST. 2 . /12/00 ISSUED FOR CONST. 1 ./31/00 ISSUED FOR CONST. REVIEW =PLANS PREPARED BY: TETRA TECH /KCM INC. 1917 FIRST AVENUE SEATTLE Wry. 98101 (206) 443 -5300 FAX (206) 443 -5372 = CONSTRUCTION MANAGER: Whalen & Company, Inc 17515 N.E. 67th Court Redmond, WA 98052 Fax: (425)- 602 -1273 =DRAWN BY: CHK.: —APV.: I CAD I WAC =LICENSURE: \ o A: �9,Ir o� .,, . -z �� s `S�ONAL � ?� 4. I EXPIRES 10-00 -01 I =SHEET TITLE. CABLE RISER DIAGRAM AND DETAILS REVISION: SHEET NUMBER A8 3 2960011 -036 7 l� TO JUNCTION BOX -F" QUADRANT 2 SECTOR CABLE JUNCTION BOX DETAIL o— O 0 , TO QUADRANT 4 ♦o METRICOM COMPOSITE, CABLE WIRE COLOR CODE & SPLICING DIAGRAM QUADRANT 4 ® CABLE ROUTING (RISER) DIAGRAM KEY NOTES QUADRANT 1 QUADRANT 2 gp It\ JUNCTION JUNCTION BOX 'B' 7 - BOX 'E" JUNCTION QUADRANT 3 <> 15.50" X12.00" X8.28" FIBERGLASS JUNCTION BOX — NEMA -4 (HOFFMAN A- 16128JFGQRR) WITH PRE — SELECTED ALPHABET MARKING. O 2" DIA. EMT CONDUIT FOR METRICOM COMPOSITE CABLE. O E —RADIO CABLE OUTDOOR. METRICOM COMPOSITE CABLES (BELOEN— B— SS364) TOTAL OF THREE WITH PRE— SELECTED ALPHABET MARKING. (10' -0" LOOP SHALL BE LEFT AT BOTH ENDS FOR FANNING AND FORMING AND MAINTENANCE LOOP). C 5 ? METRICOM COMPOSITE CABLES TOTAL OF TWO (2) CONTINUOUS ROUTE 2" DIA. EMT CONDUIT TO SECTOR JUNCTION BOX. €:: METRICOM COMPOSITE CABLE TOTAL OF ONE (1) CONTINUOUS ROUTE 2" DIA. EMT CONDUIT. <> CAT -5 WITHIN E —RADIO CABLE OUTDOOR. O g SCOTCHLOCK CONDUCTORS (UR.2) PER WIRE. ISM DIRECTIONAL ANTENNA. TOTAL OF SIXTEEN (16). .0. COAXIAL SIGNAL CABLE, TOTAL OF TWO (2) PER ISM ANTENNA. .<> ETHERNET RADIO. <> SEE SHEET T3 FOR ANTENNA & CABLES SCHEDULE FOR CABLE CODE SCHEME. 12 f)rO I THIS DRAWING IS 24'x36' FULL SIZE. IF DRAWING IS LESS THAN 24'x36'. IT CANNOT BE ACCURATELY SCALED. CENE CITY RE OF TDKWILA 2 PERMIT CENTER