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HomeMy WebLinkAboutPermit D98-0144 - US WEST - RADIO EQUIPMENT AND ANTENNASD98 -0144 S. 109 St. & Becon Ave. So. US West Wireless City of Tukwila ( (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Contractor License No: AMERII *210CG Permit Center Authorized Signature:_ Signature: DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 687420 -1170 Permit No: D98 -0144 Address: Status: ISSUED Suite No: Issued: 05/14/1998 Location: SEATTLE TRANSMISSION LINE Expires: 11/10/1998 Category: AOT Type: DEVPERM Zoning: Const Type: TOWER Occupancy: Gas /Elec.: UBC: 1994 Units: 001 Fire Protection: Setbacks: North: .0 South: .0 East: .0 West: .0 Water: SEATTLE Sewer: SEATTLE Wetlands: Slopes: :Y Streams: OCCUPANT US WEST .WIRELESS S 1091 ST & BECON AV S, TUKWILA WA. 98188 OWNER SEATTLE CITY LIGHT 1015 3RD AVE, CAUSE 46955769, SEATTLE WA 98104 CONTACT MARK RILEY Phone: 425- 451 -6157. 450 1 AV NE, RM 209, BELLEVUE WA 98004 CONTRACTOR AMERICAN LINE BUILDERS Phone: 303 -2824 8753 GATES DR #200, WESTMINSTER CO 80030 k• k**************** k************ k** k**********: k*********** * * * *** * **.* * * * *k * ***k ** Permit Description: INSTALL RADIO EQUIPMENT AT THE BASE OF AN EXISTING SEATTLE CITY LIGHT TRANSMISSION TOWER, WITH ANTENNAS LOCATED . NEAR THE TOP OF THE`EXISTING, STRUCTURE. k**************************************************.*** * *k * * * * * * * * * * * * * ** * * * *k * * * * *k* Construction Valuation: $ 50,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed-Separate) Eng Curb Cut /Access /Sidewalk /CSS: Fire Loop Hydrant: No Size( n): .00 Flood Control Zone: Hauling: Start Time: End Time,: Land Altering: Cut: Fill Landscape Irrigation: Moving Oversized Load: Start Time: En d Time: Sanitary Side Sewer: No: Sewer Main Extension: Private: Storm Drainage: Street Use: Water Main Extension: Private: Public: k**** k****************************.**** it•.*********.**.**** *** * * * * * * * * * * * * * * * * *. * ** * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 952.84 k**** k*** * * *k * ** * * * * * ** * ** ** * * * * * ** * * * ** ************ * * * * * * * * * * * * * * * * * * * * *k * * * * * ** J Date: /q'pU r r Public: 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 Date: g^ (L- 2 Print Name: ctei-AA1Z47 -5Aleasi This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CITY OF TIJKWILA Address : Permit No : D98-0144 Su i te Tenant: Status: ISSUED Type: DEVPERM Applied: 04/28/1998 Parcel #: 687420-1170 Issued: 05/14/1998 **k***k*k******************k**04****k***k******************k*********114kk*** Permit Conditions: 1 . No changes wi 1 I be made to the p1 an un less approved by the Architect or Engineer and the,,Tukwl la Building Division. 2. Al I perm i ts inspection records and:.4p,roved plans sha 1 1 be ava i 1 ab le at the Lob,s.1tep'rfOr to the s,t any con- struction. These*.i&timents to,„be ma i ii61,10 and a va 11 - able until final -: inspection .approval is granted 3. El ectri ca 1 pe6ill ts„ shall be obtained through ,the Washington State Di v,i,i466 of, Labor and In dus t r i es and all ,!:e1 eCt 0 cal wor wi 1:1::fie inspected bythat'a‘genoy ,,(248..:6630) 4. A 1 11,cons,t6o0 on ,t6 be done conformance wi 4..415roir plans and requirements of the':Unfform Building Code (1994, Ed 1 t iptq as amended , Un iform Meehan 1 ca 1 Code (1994 Ed it ion) end Washington State EnergY,',Code (1994 . Ed i t 5. Va 1 i?ity "bf Permit. The issuance of a permit oraprova1 plariS1 spec' f Cat i ons and c o m p u t a t i o n s shall notQ,be,con- strued to be e permit 'for, . Or an 4 of, any V iolAtion,;,s!, of any of the provisions of the bui)On9:.code or of anY„,,, other ordinance of the )600d i dtid9 No per iuit presuMinge4,:WT: give a4tOori ty . to ' v i o l a t e or cancel t he provisions of " A3 code: shall be valid. 6. NotifY the C ftY' of Tukw site Bui 1 d i ng. D Ivis ion prior t p 1 00 n6 any concrete. This prOcedure 1s, 'in add i t on to'*Y requirements for special -inspect e 7. FRANCHISE UTILITY PERMIT IS REEOUIRED FOR'PROPOSEVRCIUTEY'OF. UNDERGROUND - POWER AND TELCO WITHIlePUBLIC- R . W PLEASE CONfACT MR. GREG VILLANUEVA , PUBLIC WOOS, UTILITY INSP @ ( 200,433i0179 . • ; I • 'S • , • t' • ,;1,t'S,; Project Name/Tenant: Existing use: ❑ Retail ❑ Restaurant in Church ❑ Manufacturing ❑ School /College /University Value of Construction' ErOther ' :DE— L ( �SiLLESS t C N� $ T'g-UCTO ( t R Site Address: lt �� I City State /Zip: 5. t C 1 S i 1?) -ccx AUE s j uki,61t � Tax Parcel Num .21-,7i-f2t) --1 f /0 — OS Property Owner e(\TTLC_ c- i 1 La.. 6;147 R Q Phon 3(r:) Lsz 7 it Street Address: tt t ( CYO 3t At V E = �)1( City State /Z c'&VVETLE y 9g I C p� Fax -7- 5 �'�� zJ a� 2.71 0 Phone: Contractor: k, Street Address: City State /Zip: Fax #: Architect: R k Phon (ZC0 t ft/ _ q 7' /L Street Address: 3���3 ;TE 4 -I ST(Leei �� City .ma rrLE X81 z State /Zip: ( Fax # r 2o Liz/ 5, r 7S Engineer : 7EL Ph (2_00 366, - -q i so Street Address: 4--1. A E IC �.-> 4 t L City jte . Fa b O� Cont c Person: P e: L I t reat A l d l 4 z v�: 1":-" i 20 R C4 it tteg r '/S/- Description of work to be done: (1 ;'t }11x... ?_Ys t. G Ef>L)l E'(>tLE A. t Mt. i } " CAF - Dx (.r -1 JG L t'ri L-tcx NT T�.ig - 1 -15S t 01- T z s� `, i T- E /' 'TCiv N r1S LcC. t i t�-F. l� uE'T ?{ Ci -F crs /ir6' S'C -)2—e , 7-t) E_ Existing use: ❑ Retail ❑ Restaurant in Church ❑ Manufacturing ❑ School /College /University ❑ Multi- family ❑ Warehouse (71 Hospital ❑ Motel /Hotel ❑ Office ErOther ' :DE— L ( �SiLLESS t C N� $ T'g-UCTO ( t R Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University .® OtherTC= C6144'LiUN1 T CN FriCt 1-_-1 Will there be a change of use? iI yes ❑ no If yes, extent o.Lchan e: (Attach additional sheet if necessary) Cikil ' t��v - -`t - t.s���o��-riz- LCTv�r totiflt 1 E At�V('ribN c}F ►itl (ESS 'Te -LE. i' r'-/ , Will there be rack storage? ❑ yes ano Existing fire protection features: in sprinklers ❑ automatic fire alarm none ❑ other (specify) Building Square Feet: N/ I existing Area of Construction: (sq. ft.) Aix 77 5F Will there be storage of flammable /combustible hazardous material in the building? ❑ yes a no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safet Data Sheets CITY OF TUK,WILA Permit Center t 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 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 OF THE FOLLOWIN (Additional reviews may be determined by theRublic Works Department) in Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s)* Est. quantity: Cl Miscellaneous El Flood Control Zone El 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 application a opted: Date application expires: -ze• •it) Application taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM . CTPERMIT.DOC 1/29/97 BUILDING I4 NER R AUTHOR � ED AG NT: Phone ( Date: St ,t ` Li?- I- ICI -t!.310 Signature: 1 __� t F ,.� 43 '.. Print name`. k A y u "'. ..t LEA Address /K. ,1 OA VC 1F- `` )E LLE\jUE INA, `MOO- City /State /Zip ALL COMMERCIAUMULTI -FA Y TENANT IMPROVEMENT /ALT ' TION PERMIT APPLICATIONS MUSTBE SUBMITTED WITH THE FOLL • ING: • AL e/1142...itrEIE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRIC'URAL E1VGIIER 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). ❑ ® Floor plan: show location of tenant space with proposed use of each room labeled 0 ❑ 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. ❑ tom.;! 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. ❑ ICJ Indicate proposed construction of tenant space or addition and walls being demolished El ❑ 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. d 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. Q ❑ 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 issu•.:d 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 a :i part of this submittal 1 HEREBY CERTIFY THAT I 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 / AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTI'1;1RMIT,DOC 1/29/97 kk A. 4k kAkk•• kkk k* A• k•! a** W• k6.A* Akk+•kk k: k: l*: s• *•k *k* *A *A**s*kA*kk*A.k *kk,i' k C3:TY OF TUKWIL.A, YU4 Tf ?►-►N5M1T *u:1+• *A *'•k•4:t *kAA *A tA•k•k ** *A•kkk:AkkkA * *:k *•4 */i •A- tk:k *k* *•sk•k :4k *A *A *A*A *A TFAN5MI1 Number: 89700764 Amount: 579.25 '05/'1.4/98 14:41 Payment Method: CHECK Natation: US WEST Ct}14i4UNIC :[snit BtH! Permit t No: D98• -0144 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 087420 -1170 Location: SEATTLE TRANSMISSION LINE Total Fees: 952.84 This Payment 579.25 Total ALL Pmts: 932.84 Balance: .00 :k k k•k:k•A ***A *•k * *** *.4 k•A• •t+k:l k:k 1 ,k *:k;, ****A *k * *•k* 4c *A ***:A** *."A kA *•k*. * * *. Account Code Description Amount 000%322.:100 • BUILDING •- NONRES 574.7; 000 /386.904 STATE BUILDING SURCHARGE 4.50 '" l" ?; t > 'T S^' x'S "1' ti's ,i r . Fret -ri irVv'xt,944:4s 4r, +4A,'i* *Aot'1:tAAt*+4 **A•t 4AAA4.*' ****\ A** i* a.A * ** * * * * * *A , 14* *A ***At;4t't* CITY O . TUKWILA, WA TRANSMIT * ttt** A t** ktt** to* i****: l kAk'.%**** AA *AA**4A•A *vl:M* * * *A *A** *k*W *h* TRANSMIT Number: R9700756 .Amount: 373.5.9 04/28/98 12:06 Pttymer;t Method„ CHECK Notation: US WEST COMMUNIC• 'nit: 33LH Permit No: 1)980144 Type: DEV'PERM DEVELOPMENT PERMIT Parcel. Not 687420-11.'70 Locations SEAITLE'lkANSM]SSION LINE Total Fear: This Payment 373.59 Tuta1 . ALL Pmts: Balance: A*¢*** A** A•* t.**, i*&• tktk** t** At.4k* d' At *a74* **** * *ttAoltt t *yl� • Account Code De3cr •i pt i.an. Amount 000/ . PLAN .CHECK NON.RES • • 373.59. 952,84 373.59 5 170 04/29 1717 TOTAL 373.59 ' ( Project: �C v ) ,} Vv 1O tk �„ `c Y [ Type of inspect' : �• Ad ess Date called: 1 t 11 qi" ‘ yukskto)rovi 1_. me.-.... Special instructionS al i (�d `` Ste.. � f!iy�" . G2 � a . U t 1 • Date wanted: 1 k 1 Requester: \\ ! t " Phone No.: � D v�t.V '�"�^M"�^«'�'`S'�'c, "•". r•. 3� ?*�`TRy a' F' �� ��- �: �' �' ��';^'' s • , r+' Y 4 ' Y� t "r " INSPECTION RECORQ_.. Retain a copy with perm INSPEC1aON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 9818 pproved per applicable codes. COMMENTS:_ 5 -o / IP/ PERMIT NO. Corrections required prior to approval. ' ?8 3 /006. r _.,,, .4111,. MINIM I I I I I I - • ri $42.0 � REIN S PECTION FEE REQUIRED. Prior to i spection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspectlon. Receipt No.: Date: SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Daily Field Report Laboratory Report 01 Ref Rpt 1 set 1 06/17/98 07/24/98 08/24/98 08/24/98 AGRA Earth & Environmental Luc 2 r 1998 To: US Construction 12644 Interurban South Tukwila, Washington 98168 Attn: Gail Bose A:112329 -0.wpd cc: City of Tukwila Building Department NEXTEL Communications, Inc. attn: Dave Schnebele IE ENGINEERING GLOBAL SOLUTIONS 11335 NE 122nd Way, Suite 100 Tell(206)820 -4889 ax(206)841 914 FIELD DOCUMENT TRRAN�SIi rAL Date: August 24, 1998 Project No.: 8 -91 M- 12329 -0 Project Name: NEXTEL - Co- Locate Tower Site Project Manager: John Vicente Permit No.: N/A Enclosed for your review and records are our most recent Daily Field Reports and associated field correspondence pertaining to the above - referenced project. All previous field documents transmitted from our office are listed in the summary table below. MATERIAL DATA TEST TYPE ONCRETE ❑ GROUT ❑ MORTAR ❑ PRISM LS ET NO. ( OF ( COMMENTS SPECIMEN (NO. / SIZE / TYPE) 0 6 rr'� X (2_,, TEST AGE (DAYS) 7-28_ G 1 r- K MIX DATA FIELD FIELD DATA SPECIFIED ACTUAL _ ■ , Jc0 ± rpeLl - - L7t t 1lMevt+ j f( SUPPLIER ,5704d'wiii- MIX ID NO. 63- f1 (A C– e (e-- 1 )D ` b _A• • 1 ` • - G ` ` ,r. ST_ ( : • (�•... UNIT WEIGHT (PCF) C • A. – _ft . ,f 7 . - • .- /A O T' 6 / ° BATCH TIME (//! SAMPLE TIME `2 SAMPLE TEMP. ('F) • 5!� yqD 1.28L 6/ • ' l - ' a MATERIAL DATA TEST TYPE ONCRETE ❑ GROUT ❑ MORTAR ❑ PRISM LS ET NO. ( OF ( SAMPLE LOCATION t �l i s'N CrT fl7_0 SPECIMEN (NO. / SIZE / TYPE) 0 6 rr'� X (2_,, TEST AGE (DAYS) 7-28_ G 1 r- K MIX DATA FIELD FIELD DATA SPECIFIED ACTUAL DESIGN STRENGTH PSI @ 28 DAYS SLUMP (IN.) NOT" j f( SUPPLIER ,5704d'wiii- MIX ID NO. 63- AIR CONTENT (%) / �O( �.-- TRUCK NO. 3 SA- TICKET NO. 6 UNIT WEIGHT (PCF) N Or- BATCH SIZE (CU.YDS.) 3,5- WATER ADDED (GAL.) b AMBIENT TEMP. ('F) /A O T' 6 / ° BATCH TIME (//! SAMPLE TIME `2 SAMPLE TEMP. ('F) • 5!� yqD 1.28L 6/ PROJECT - V rca/ 5 e Co - ocA-re PROJECT NO. 8 - lZ3 2 9 FIELD REPORT NO. o/ ADDRESS i t 7LS NIL (2 = DATE (7.1)1V 4g PAGE of OFtn( CITY OR COON qq K eN t v.- � V L11• PERMIT NO. WEATHER Ode rc►4sr CLIENT AEE PROJECT MANAGER / PHONE NO. (.td N` le.,.. �Cyv�►4tV AE FIELD REPRESENTAT / PAGER NO. .4U 1`0 cf A 1 e GENERAL CONTRACTOR 0 3 C th,TrL c r∎ o TYPE Oft ycIAL INSPECTION C__ ECottl „,_ 4.0 ‘44 rJ•4LEW INSPECTION ❑ RE-INSPECTION AGRA Earth & En( 'onmental ENGINEERING GLOBAL SOLUTIONS r'The contents of this field report were discussed with the contractor's on -site representative. All inspected items were in general conformance with the approved AEE FIELD REPRESENTATIVE plans and specifications. ❑ Certain Inspected items were I[,Qt in general conformance with the approved plans and specifications. AGRA Earth & Environmental, Inc. (Rev. 1197) AEE PR [)r41LY FIELD REPORT Report of Compression Test Results Client: NEXTEL COMMUNICATIONS, INC. 5808 LAKE WASHINGTON BLVD. SUITE 400 KIRKLAND, WA 98033 Attn: DAVE SCHNEBELE Specimen Type: CONCRETE Mix and Field Data Cast Date: 6/17/98 Placement: EQUIPMENT PAD. Strength (f c): Required : 5000 Time C AGRA Earth & Environmental ENGINEERING GLOBAL SOLUTIONS Mix ID: 6351 Supplier: STONEWAY Load #: Truck #: 35A Ticket #: 652821 Plant #: Batch Size: 3.5 YDS Water: 0 Admixture: Batch Time: 14:12 Sample Time: 14:42 Finish Time: Test Result Spec ID # ID 232900 A B C D Break Types — (Cn) Cone, (CSp) Cone Split, (CSh) Cone Reviewed By Distribution Client: Yes File: Yes ASTM -C39 Date Age Date Recd Tested (days) 6/18/98 6/24/98 7 6/18/98 7/15/98 28 6/18/98 7/15/98 28 6/18/98 psi © 28 Days / ,/ ��111 _ Actual Nominal Area Compressive Strength Specimen Size (sq in) (lbs) (psi) 6x12x0 28.27 141520 5010 6x12x0 28.27 180640 6390 6x12x0 28.27 177780 6290 Shear, (Sh) Shear, (Co) Columnar Pro • er: Yes Others: Report Date: Project #: Project Name: Project Address: Contractor: Ambient Temp. ( °F): 61 Weather: OVERCAST AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034-6918 Tel (425) 820 -4669 Fax (425) 821 -3914 July 24, 1998 8 -91 M- 12329.0 NEXTEL - CO- LOCATE SITE 4715 - NE 12TH Project Mgr: JOHN ZEMAN Architect: Engineer: PO Number: Inspector: DAVE BERNIER Actual Specs. Slump (inches) ASTM C -143: 4.5 - Air Content ( %) ASTM C -231: NA Unit Weight (pcf) ASTM C -138: NA Concrete Temp. ( °F): 61 55 -90 NA . Remarks: CONCRETE PLACED VIA CHUTE AND MECHANICALLY CONSOLIDATED. REFERENCE REPORT #01, SET 1. Brk. Type/ % of Cure Req'd CN 100% CSP 128% CN 126% HOLD Analysis of 120 - For US West Wireless C.ITYOV A�`W�D y ► 1 1998 )11-id III_DI�Ci 0IVIS d OdeIia Pacific 1 Foot Seattle City Light Transmission Tower (Site No. SEA -003) Panel Antennas Site Report March 1998 T( )WFR ENGIN ccr Jsu c Iva aTY APR 2 X31998 4 PERMIT CENTER EC TOWER ENGINEERING CONSULTANTS, INC. March 6, 1998 Rich Shoji Odelia Pacific 1201 3rd Ave. #320 Seattle, WA 98101 Dear Rich: 11065 Fifth Ave. NE, Suite A, Seattle, WA 98125-6100 206.366.9150 FAX 206.366.0858 Re: Analysis of 120 -foot Seattle City Light Transmission Tower (Site No. SEA -003), for US West Wireless Panel Antennas Tower Engineering Consultants, Inc., has completed a three - dimensional computer analysis of the 120 -foot self- supporting transmission tower near the corner of S. 109 Street and Beacon Avenue South in Seattle. The tower is owned by Seattle City Light. The analysis was performed per your February 1998 request to determine the feasibility of adding a three - sector array at the top of the tower. We assumed the use of SWEDCOM 9014 PCS panels for US West arranged in two panels per sector with provisions for an additional panel at a later date. The analysis was based on information provided by you on February 19`". It is also based on conversations with Ms. Sharon Ng at City Light in an effort to assure the correct transmission cables were used in our model. A linear finite- element analysis of the tower was performed to assess the structural performance of the tower under the current design standard for transmission towers, ASCE 10 -90. The three - dimensional computer model utilized the TOWER Version 4.38 analysis program (Power Line Systems, Inc., 1997). Allowable member stresses and load combinations were also per ASCE 10 -90 and the National Electrical Safety Code (NESC), latest edition. Refer to the attached tower elevation sketch and plan views (Enc1-1), antenna loading sheet (Enc1-2), and cable calculations (Enc1-3 to 6), for various member sizes and loading information. We analyzed the tower in its current configuration in order to establish a baseline stress summary. The.three load combinations used per NESC were: 1. Medium loading at 4 psf and 'A-inch ice at 15 degrees. 2. Extreme loading at 80 mph transverse to the tower with no ice at 60 degrees. 3. Medium loading with 2 broken conductors, 4 psf and % -inch ice. RECEIVED CITY OF TUKWILA APR '2 8 1993 PERMIT CENTER Letter to Rich Shoji ( March 6, 1998 Page 2 For the current configuration, the maximum leg stress level is 50% of capacity at the transition section (50 to 70 feet). The maximum diagonal bracing stress is 96% of capacity at the bottom section, and the maximum horizontal bracing stress is 83% of capacity near the 92 -foot level. The maximum reactions are 100 kips in compression and 46.8 kips in uplift. Refer to the stress summary sheets on EncI -7 and -8. For the proposed configuration with the US West antennas installed at the top of the tower, there were no significant changes in member stresses and no change in the maximum stresses. There were virtually no changes in the reactions. Refer to the stress summaries on Enc1-9 and -10. In conclusion, we found that the 120 -foot Seattle City Light tower at Site No. SEA -003 near S. 109 and Beacon Avenue S. is capable of supporting the proposed US West panel antennas. The antennas will have little to no impact on the maximum member . stresses or foundations. We analyzed the tower for three sectors of two panels mounted at the top of the tower. The induced stresses are so low that, in our opinion, up to four panels per sector can be installed with no effect on member overstresses. We have enjoyed working with you on this project. If you have any questions or concerns or if we can assist you further, please contact me at (206) 366 -9150. Sincerely, Madison J. Batt, P.E., F: /98015.02/Seattle City Light SEA003 Results.doc RECEIVED CITY OF TUKWILA APR 2 8 1996 PERMIT CENTER G.212. 1 Lil�ity I i! •• . Rt.XIfL= MANQ!R d !' ANCMO/t e0• 7roc.0 'rwesi wmi ZO EXTENSIONS ..ntw CA CRAP.. °aG -• 840 ra..r - � .-.-. I eoovagonfi 13 .4c55 AL C L 4444f 1.1 ^!•LION O.O G Ji 3C 3(f. Zec•rICN •�••' �CC'IO wi RECEIVED CITY OF {{ UKWILA AP 4 l,s 1998 PERMIT CENTER 4 ENCL -1 i • s J Li 2 . z. . r Z Z ` tztr 3 s • , s;, Sub): Case: ) i .! ; Force Force 120 120 120 120 (1/2) 2 PCS Panel Sector (1/2) 2 PCS Panel Sector 2 PCS Panel Sector 2 PCS Panel Sector - mous MIMI= NMI= MU= (3) 7/8" Hellax (3) 7/8" Hellax (3) 7/8" Heiiax (3) 7/8" Heliax W Face W Face NE Leg SE Leg 5.4 5.4 10.7 10.7 181 182 183 18P 74 74 148 148 262 262 524 524 : 11 0 0 0 0 RECEIVED CITY OF TUKWILA APR 2 8 1998 PERMIT CENTER Enc1-2 o 0 0. E 0 U N 0 0 .c . o c Z 11 T. S MOUNTS • ig#'os� ( ? . i Pcs P�N`EL sa✓ cTaR ASSUME ThE FOL,ODU IN Er Geom TRI es 6.5" RSSUME THQ f01.1.141 IN& MOUNT : AREA = R (2/'2.) (8 - 62 - = 3. So frZ, WEIGHT = 2 (8)( 4. 2 (6)(2.77_) 88 LaS l SEATTLE CITY L16447 1 3 /4 /12 AREA = 2.3 fiT e7F WEIGHT . 20 L 5 . fAn4 L'7. A4.1-rprtN11s Pe'R sCCTOR 1 2 ( - 43 /2 Tvm.t. A-REA P6'R c6CTDlq = .3 (2.3 } 3'80 = 1° FT Tt WHIGNT l SEVraft. = 3 Czo.) + 88 ' 148 'LBS. + 6 (IYz /iz) USE 1'25 F? .TDR FoR AREA a WIGHT QN IQ" 1.4:0•01/46 CaN'D m orJ RECEIVED CITY OF TUKWILA APR 2 8 1998 PERMIT CENTER Encl -3 T: E.C. LOAIDING CAL COLATlONS r T'OWE'R 2/75 DESIGN WIND SPAN = •pEsl GN . WEIGHT SPAN LINT; ANbL6 coNDUCrOR .DIAMEYTL -R wElvt+r GROUND WIRE : (AssuMe 1 61G iT 5kEF tivot.l, YAGI11 C. - u5 W ES? STTLG CITY LIGt{T ( 5.R7 • 28s.gr 10 ° 1. IN 1.2.351 Las /fr 1171.27 ) 1I'71.21 3 No . 6 A•LUMcW Ct x.349 IM . 0. 1'18I LBS /FT 3 fT . IQ NESC MEDIUM L.OADIN WIND PRESSURE 4 fsf W/ ' ICE @ 15 °F oVER LOAD #74CTDRs « vePT1GAL = 1.25 • T4NSVERSE = 1.75 • ?ENSIONItZ L. = 1.0 GROUND LOME UNIT L0AVS a TCNS1oNS WIRE s lC6 = 4 psf x (o.349 {• 0.$)/12. ft ICE IAA') = I - ..4 C o .349 t o. as) o.zs IA IND oN • VeRT1 CPS L. vI;M1 CM t1&$1 To- L VERT1C4L L ftr • NESULT7.NT • I5 INITIAL 1 TSloN TDThL. co$VUCToR unirr 1 -ok•DS g • 'WIND oN .4,) lR6 L ICI= • TOTAL v6Rr7CAL I.0 • RESULTANT + 0.2. • IS'F INITIAL T6 SIOPJ coN17uGTGR TDWER LOADS TOTAL 0 .186 f• 0. 7 f (o.3G4)1f. (154$3)2J I/t TENSION1s = o (' • i.6673 • 1 • 9 ▪ 14, • vGxnc#L = (1457. f+ x • TR/rNSVORSE - W IND = ( 728. (•2 fF x 728.62 PT • 1457 - zq FT . 1.603 1 •z5 0.5:167 I 1.75 LINe ANEW = (2)( 14$oo sin ( /z) ° ) I. 0 t4 3/4 /c8 ASSUME SAG = 4o FT. • 0.283 11°4 o. 186 Ib�Ff d. 178 lb /F+ 0.364 164 ▪ x.461. UV ` 2 , 400 Ibs GROUND w (R6 'DER LOADS • VERT1 CAL - .. = C 457.24 F3- x 0.36q. 16'14) 1 •zs = 663.01. Ibs • TRkNSV6•RS1r - WIND = (7z8 • 42 PT x o .783 16s� 1 , 7 5 • = 360.85 Ibs. - LINE AIS6LE = ( z x z400 sin(lo /z)° )1.° = 418.35 Ibc . 779 . zo Ibs RECEIVED CITY OF TUKWILA APR 2 $ 1998 PERMIT CENTER = 3, 057.07 Ibs • 6g7. o9' Ibs . • 2,5a7. tr2 Ibs 3 , 224.61 I. Enc1 -4 CL 0 03 a E 0 U in O Li") t 5 o c Z W NOTE CONDUCTOR 1. APPLY TOWER LADS Ta 1.0A-1) FONTS II AP, 2 . 14DD 400 Las Vt'RT1 Cd L LpA•p On) 110 , I4 8 P , 17 BP Ci61Cr11T ON 11•f I.aNG AfyviS 3. APPLY &POUND W IRE 'TeweR Lopes TD LCA0 fbtNTS NESC E xTRET t (iJ I t41) t-OAD IN 6• wI 143, se E 90 MPH W/ Np ICE 6o' F .(TRAA1su6'fase). oveRLOAD fl4CTaRs = 1.0 rcR ALL LoAPS HEIGf•IT • 1WRAIN 0MPONSNT • STRUCTU P • sROU n1.1) WIRE • coNDU C-TD RS A-sUME L -R. = 1.15 . GROUND W IRE UN IT' Lamps S T>TJSION • WIND on► WI(kE . " = 0. 00256 ( 80)1. (1.040(1.0)(•349 /12) (I•IS) = o.soil. Ib / • V6RT1 CA L LOAD = 0 .17 V 16 41 - . • P 50.T k31• (Co.s i Co.178) Vz _ 0 . 335 P 60' F IN I T1 Art 1060 IbC • TbThL. TENSION = GROUND w1RE Tt9uiER L0Ans • VERTICAL . _ (14E7.24 x 0 . 178 16s/F{.' 1 -0 • TIZAn1sV61z S E - WIND = ( 728.62 f f. x o . 5D 4 • Ibs4) I • o -LINE ANGLE' = (Z x . 1060 sin '( /z3 ° I , CONDUGT3R UNIT L6M 5 o WIND ON WIRE o VERTI cAL LOAD • Rt=sULTANT • (dj" p IN IT1AL TBNSIot, TOTAL be sOsr PM A, - r 5Rs 6 - - f�1r7GNT Z /3 (120)= 80'. I20 33/3)= l o• 96 - (6 +40)/3 =81' aV o.88 o.94 o .S8 . CONDU0TVR wt06R LoA•9s. • VERTICAL ' (1 f+ x (.235 1 "fie.) 1.0 • TRAt sV6RsE - W ItJp = (7 • 62 (}. x 1 . 461 I� / 1 .0 'LING AN6L6 = (zx 13266 slh ( -r ) 1,0 use 14 14 6P, 17 ,41 2.17 b? Tv ACccrVNT foR WOLp Tzertd 19P, 191 , 182 s I$3 lb 57 • age! .3q 1bc • 367.22 Ibs . • 184.77 I. • 5s1.29. Ib= TENS! owN D 1.00 469 s-63 Ib (o. 88 x8 (1.140/1 (I. = s /� ▪ I.7.3 5 Ihlei . = ((I.461) (I •7.3.0 ,Y/z = 1.919 I17 /R. z 13,266 Ibs . CIT RECEIVED APR 2 8 1998 PERMIT CENTER = 1, .61 Ibs ▪ 1,070.3c} N's • 2,3Iz.42- Ibc . 3 ,38z .76 lbs Enc1 -5 ca 0 O 0. E O U co u . ) 1 o m t cn . 5 • 0, 0 c Z ToThL 113U)611.. LDIrstS • VERTICAL LOAD. • TRAO . - ... . FDLLOW T? sl446 N01 ks set 1O WIND ON TOWER WIND fRESSuAE NESC MEDIUM LOAAING W/ z SROIGEm CCMDUGrORS, Kw9D PaESSURE 4 PsF w/ 1 /y..' ov6R 1.oAD fi*C.ra AS • 1/61 CM. - 1 .25 • TRP•osUlrRse = 175 n TL'NGION t 1. 0 . • Lo1■16I11Y AL = 1.0 GROUND W ME TvWe•R LOADS • VERTI O4L . 16s n " ItA- NSVERSE coNvuCTVR =Welk lawn. • v6'M1TrC, L C INTRcr) • TRq•NSV elks e C I N TA•cr) • VERTICAL CfAILS'a) . T NSV6RsF (FAIL ) • LONGITUDINAL C1ILeD) p b,Rp1t614 • . 663_ • 774.20 Ibs 1 789 . 33S 2.76 • Q(7vV) ▪ 0 .00256 (. 6.88x 80) (1.323)C1•15) �0. Itl, ps f Ice @ 1s° F r. ▪ 3,o37 .07 Ibs . 2 3224• Cl 11rs J • L o.6 C f+. X 1.4673 [0.76 14,soo) sin 610 /Z)e • [ 0 .76 14, goo) cos ()%) ° J cON;:ucraRc @ !.0,441) POINTS .o8 Ibs . % 3,934.75 FROM SECTION Q -"ROM SOON l,es /P}\ +I70J1 ;2s= l.15 1.0 17 SP 8 1413P :, 0 34..7 k lbc 8.d i . Io; 078.07 lbs. RECEIVED CITY OF TUKWILA APR 2 8 1998 PERMIT CENTER Enc 1 - ***ANALYSIS IDENTIFICATION : Odelia Pacific - US West - Seattle City Light 120' Transmission Tower NOTES : Linear Analysis Tower w/ Existing Load [File: citylight l.tow] DATE AND TIME : Wed Mar 04 15:05:27 1998 PROGRAM VERSION: : TOWER Version 4.38 LICENSED TO: : Tower Engineering Consultants, Inc. LOADS FROM FILE : F: \98015 -XX Odelia Pacific \98015 -02 US West - Seattle City Light Transmission Tower \analysis \citylight_l.lca * ** INSULATOR SUMMARY FOR ALL LOAD CASES INSUL INSUL MAX LC TYPE NO. USAGE NO (pct) CLAMP 1 10.2 1 CLAMP 2 10.2 1 CLAMP 3 10.2 1 CLAMP 4 10.2 1 STRAIN 1 8.9 1 STRAIN 2 9.4 1 STRAIN 3 8.9 1 STRAIN 4 22.7 3 STRAIN '5 8.9 1 STRAIN 6 22.7 3 . * ** MAXIMUM MEMBER FORCES FOR EACH GROUP OVER SELECTED LOAD CASES * ** POS. FOR TENSION- NEG. FOR COMPRESSION - PRINTED CAPACITIES DO NOT INCLUDE EIA ALLOWABLE STRESS INCREASE FOR WIND LOAD CASES +- GROUP -+ + -- MAXIMUM FORCES - -+ + -- MEMBER SIZE & MATERIAL - -+ + - -- DATA FOR COMPRESSION CAPACITY - - -+ + - - -- CONNECTION CAP. - - - -+ MAX. BRACING RATIOS BOLTS NET LABEL DESC. COMP. LC TENS. LC TYP LONG SHORT THICK. FY 'LENG. X -X Y -Y Z -Z CN L/R CAP. USE NB SHEAR BEAR. SECT. USE (kip) (kip) (in) (in) (in) (ksi) (ft) (kip) ( %) (kip) (kip) (kip) (%) L1 LEG1 -99.26 BRC 43.53 BRC SAE 8.00 X 8.00 X0.5000 36.0 9.4 1.00 1.00 1.00 1 71 230.91 43 0 279.00 279.00 279.00 36 L2 LEG2 - 112.87 BRC 47.00 BRC SAE 8.00 X 8.00 X0.5000 36.0 7.3 1.00 1.00 1.00 1 55 247.31 46 0 279.00 279.00 279.00 40 L3 LEG3 - 123.03 BRC 47.53 BRC SAE 8.00 X 8.00 X0.5000 36.0 7.3 1.00 1.00 1.00 1 55 247.31 50 0 279.00 279.00 279.00 44 L4 LEG4 - 101.91 BRC 33.64 BRC SAE 8.00 X 8.00 X0.5000 36.0 7.0 1.00 1.00 1.00 1 53 249.64 41 0 279.00 279.00 279.00 37 L5 LEGS -24.31 BRC 9.17 BRC SAE 5.00 X X0.3125 36.0 6.2 1.00 1.00 1.00 1 74 89.83 27 0 109.08 109.08 109.08 22 L6 LEG6 -6.44 BRC 1.61 BRC SAE 3.00 X 3.00 X0.2500 36.0 6.2 1.00 1.00 1.00 4 125 26.37 24 0 51.84 51.84 51.84 12 D1 DIA1 -15.11 BRC 9.8B BRC SAU 4.00 X 3.00 X0.2500 36.0 31.6 0.30 0.30 0.30 4 175 15.82 96 0 60.84 60.84 60.84 25 D2 DIA2 -14.62 BRC 12.31 BRC SAU 4.00 X 3.00 X0.2500 36.0 11.2 1.00 1.00 1.00 4 206 11.44 81 0 60.84 60.84 60.84 24 D3A DIA3A -10.49 BRC 14.57 BRC SAE 3.50 X 3.50 X0.2500 36.0 9.6 1.00 1.00 1.00 4 165 17.68 59 0 60.84 60.84 60.84 24 D3B DIA3B -16.45 BRC 16.49 BRC SAU 3.50 X 3.00 X0.2500 36.0 13.5 0.50 0.50 0.65 4 167 16.10 85 0 56.16 56.16 56.16 29 D4A DIA4A -31.96 BRC 20.03 BRC SAE 4.00 X 4.00 X0.3125 36.0 10.6 0.50 0.50 0.65 1 105 56.55 57 0 86.40 86.40 86.40 37 D4B DIA4B -23.33 BRC 23.02 BRC SAE 3.50 X 3.50 X0.2500 36.0 10.1 0.50 0.50 0.65 1 114 36.18 64 0 60.84 60.84 60.84 38 n D5 DIAS -12.45 BRC 12.41 BRC SAE 2.50 X 2.50 X0.2500 36.0 10.1 0.50 0.50 0.65 4 160 13.23 94 0 42.84 42.84 42.84 29 - D6 DIA6 -3.12 BRC 4.20 BRC SAE 2.00 X 2.00 X0.1875 36.0 10.1 0.50 0.50 0.65 4 200 5.08 61 0 25.56 25.56 25.56 16 i� 37 H1 HOR1 -0.96 EXT 0.57 EXT SAE 3.00 X 3.00 X0.1875 36.0 10.7 1.00 1.00 1.00 4 216 6.71 14 0 39.24 39.24 39.24 2 O m H2 HOR2 -0.51 EXT 0.78 BRC SAE 2.50 X 2.50 X0.1875 36.0 7.4 1.00 1.00 1.00 4 178 8.12 6 0 32.47 32.47 32.47 2 m H3 HOR3 -3.12 EXT 2.01 EXT SAE 2.50 X 2.50 X0.1875 36.0 8.0 1.00 1.00 1.00 4 194 6.86 46 0 32.47 32.47 32.47 10 co C m H4A HOR4A 0.00 MED 3.72 BRC SAE 2.50 X 2.50 X0.1875 36.0 8.0 1.00 1.00 1.00 4 194 6.86 0 0 32.47 32.47 32.47 11 om � H48 HOR4B -4.76 BRC 3.79 EXT SAU 3.00 X 2.00 X0.2500 36.0 8.0 1.00 1.00 1.00 4 221 6.99 68 0 42.84 42.84 42.84 11 t 5- H5 HORS -5.73 BRC 3.34 BRC SAE 2.50 X 2.50 X0.1875 36.0 8.0 1.00 1.00 1.00 4 194 6.86 83 0 32.47 32.47 32.47 18 H6 HOR6 -0.98 MED 3.14 BRC SAE 2.50 X 2.50 X0.1875 36.0 8.0 1.00 1.00 1.00 4 194 6.86 14 0 32.47 32.47 32.47 10 Tower Engineering Consultants, ►Inc. Page 1/2 A4A ARM4A -14.70 BRC A4B ARM4B -6.77 BRC A4C ARM4C -5.27 BRC A5A ARM5A -23.55 BRC A5B ARM5B -1.56 BRC A5C ARMSC -5.77 BRC A6A ARM6A -19.51 BRC A6B ARM6B 0.00 MED A6C ARM6C -2.36 BRC * ** FOUNDATION LOADS (kip) LC +- JT NO. LC X -DIR MED EXT BRC 9.873 12.039 12.829 5.93 14.77 10.56 16.58 7.38 11.06 12.57 3.98 7.66 BRC BRC BRC BRC BRC BRC BRC MED BRC 9.168 - 55.054 12.208 - 67.280 19.283 - 100.097 D . ZE Tower Engineering Consultants, Inc., SAE SAE SAE SAE SAE SAE SAE SAU SAE 1 LABEL 1P -+ +- JT NO. 2 LABEL Y -DIR Z -DIR X -DIR Y -DIR -4.478 -7.449 3.365 3.50 X 3.50 X0.2500 36.0 8.3 0.50 0.50 0.50 1 72 51.04 28 0 60.84 2.50 X 2.50 X0.2500 36.0 13.4 0.33 0.33 0.33 1 109 26.73 25 0 42.84 2.00 X 2.00 X0.1875 36.0 10.3 0.50 0.50 0.50 4 157 8.22 64 0 25.56 3.50 X 3.50 X0.2500 36.0 8.3 0.50 0.50 0.50 1 72 51.04 45 0 60.84 2.50 X 2.50 X0.2500 36.0 13.4 0.33 0.33 0.33 1 109 26.73 6 0 42.84 2.00 X 2.00 X0.1875 36.0 10.3 0.50 0.50 0.50 4 157 8.22 70 0 25.56 3.50 X 3.50 X0.2500 36.0 8.3 0.50 0.50 0.50 1 72 51.04 38 0 60.84 2.50 X 2.00 X0.2500 36.0 13.4 0.33 0.33 0.33 4 127 18.91 0 0 38.16 2.00 X 2.00 X0.1875 36.0 10.3 0.50 0.50 0.50 4 157 8.22 29 0 25.56 3.766 7.615 0.126 11 -+ +- JT NO. 3 LABEL Z -DIR X -DIR Y -DIR 24.581 41.326 -6.462 4.478 7.449 10.728 3.766 7.615 6.041 12 -+ +- JT NO. 4 LABEL 13 -+ Z -DIR X -DIR Y -DIR Z -DIR 24.581 -9.873 41.326 -12.039 46.807 -4.966 60.84 42.84 25.56 60.84 42.84 25.56 60.84 38.16 25.56 9.168 -55.054 12.208 - 67.280 -2.669 0.810 60.84 24 42.84 34 25.56 41 60.84 39 42.84 17 25.56 43 60.84 32 38.16 10 25.56 30 Page 2/2 * ** ANALYSIS IDENTIFICATION : Odelia Pacific - US West - Seattle City Light 120' Transmission Tower NOTES : Linear Analysis Tower w/ Proposed Antennas [File; citylight 2.tow] DATE AND TIME : Wed Mar 04 15:04:00 1998 PROGRAM VERSION: : TOWER Version 4.38 LICENSED TO: : Tower Engineering Consultants, Inc. LOADS FROM FILE : F: \98015 -XX Odelia Pacific \98015 -02 US West - Seattle City Light Transmission Tower \analysis \citylight_2.lca * ** INSULATOR SUMMARY FOR ALL LOAD CASES INSUL INSUL MAX LC TYPE NO. USAGE NO (pct) CLAMP 1 11.9 1 CLAMP 2 11.0 1 CLAMP 3 11.0 1 CLAMP 4 11.9 1 STRAIN 1 8.9 1 STRAIN 2 9.4 1 STRAIN 3 8.9 1 STRAIN 4 22.7 3 STRAIN 5 8.9 1 STRAIN 6 22.7 3 * ** MAXIMUM MEMBER FORCES FOR EACH GROUP•OVER SELECTED LOAD CASES * ** POS. FOR TENSION- NEG. FOR COMPRESSION - PRINTED CAPACITIES DO NOT INCLUDE EIA ALLOWABLE STRESS INCREASE FOR WIND LOAD CASES +- GROUP -+ + -- MAXIMUM FORCES - -+ +-- MEMBER SIZE & MATERIAL - -+ + - -- DATA FOR COMPRESSION CAPACITY - - -+ + - - -- CONNECTION CAP. - - - -+ MAX. BRACING RATIOS BOLTS NET LABEL DESC. COMP. LC TENS. LC TYP LONG SHORT THICK. FY LENG. X -X Y -Y Z -Z CN L/R CAP. USE NB SHEAR BEAR. SECT. USE (kip) (kip) (in) (in) (in) (ksi) (ft) (kip) ( %) (kip) (kip) (kip) ( %) L1 LEG1 -99.74 BRC 43.76 BRC SAE 8.00 X 8.00 X0.5000 36.0 9.4 1.00 1.00 1.00 1 71 230.91 43 0 279.00 279.00 279.00 36 L2 LEG2 - 113.46 BRC 47.28 BRC SAE 8.00 X 8.00 X0.5000 36.0 7.3 1.00 1.00 1.00 1 55 247.31 46 0 279.00 279.00 279.00 41 L3 LEG3 - 123.69 BRC 47.82 BRC SAE 8.00 X,8.00 X0.5000 36.0 7.3 1.00 1.00 1.00 1 55 247.31 50 0 279.00 279.00 279.00 44 L4 LEG4 - 102.50 BRC 35.16 EXT SAE 8.00 X 8.00 X0.5000 36.0 7.0 1.00 1.00 1.00 1 53 249.64 41 0 279.00 279.00 279.00 37 L5 LEGS -24.69 BRC 9.30 BRC SAE 5.00 X 5.00 X0.3125 36.0 6.2 1.00 1.00 1.00 1 74 89.83 27 0 109.08 109.08 109.08 23 L6 LEG6 -6.63 BRC 1.42 BRC SAE 3.00 X 3.00 X0.2500 36.0 6.2 1.00 1.00 1.00 4 125 26.37 25 0 51.84 51.84 51.84 13 D1 DIA1 -15.15 BRC 9.90 BRC SAU 4.00 X 3.00 X0.2500 36.0 31.6 0.30 0.30 0.30 4 175 15.82 96 0 60.84 60.84 60.84 25 D2 DIA2 -14.65 BRC 12.34 BRC SAU 4.00 X 3.00 X0.2500 36.0 11.2 1.00 1.00 1.00 4 206 11.44 81 0 60.84 60.84 60.84 24 D3A DIA3A -10.47 BRC 14.59 BRC SAE 3.50 X 3.50 X0.2500 36.0 9.6 1.00 1.00 1.00 4 165 17.68 59 0 60.84 60.84 60.84. 24 D3B DIA3B -16.46 BRC 16.49 BRC SAU 3.50 X 3.00 X0.2500 36.0 13.5 0.50 0.50 0.65 4 167 16.10 85 0 56.16 56.16 56.16 29 D4A DIA4A -32.03 BRC 20.07 BRC SAE 4.00 X 4.00 X0.3125 36.0 10.6 0.50 0.50'0.65 1 105 56.55 57 0 86.40 86.40 86.40 37 D4B DIA4B -23.38 BRC 23.07 BRC SAE 3.50 X 3.50 X0.2500 36.0 10.1 0.50 0.50 0.65 1 114 36.18 65 0 60.84 60.84 60.84 38 Q D5 DIAS -12.50 BRC 12.46 BRC SAE 2.50 X 2.50 X0.2500 36.0 10.1 0.50 0.50 0.65 4 160 13.23 94 0 42.84 42.84 42.84 29 D6 DIA6 -3.08 BRC 4.24 BRC SAE 2.00 X 2.00 X0.1875 36.0 10.1 0.50 0.50 0.65 4 200 5.08 61 0 25.56 25.56 25.56 17 H1 HOR1 -0.97 EXT 0.58 EXT SAE 3.00 X 3.00 X0.1875 36.0 10.7 1.00 1.00 1.00 4 216 6.71 14 0 39.24 39.24 39.24 2 OM, H2 HOR2 -0.54 EXT 0.78 BRC SAE 2.50 X 2.50 X0.1875 36.0 7.4 1.00 1.00 1.00 4 178 8.12 7 0 32.47 32.47 32.47 2 N. "i m H3 HOR3 -3.36 EXT 2.23 EXT SAE 2.50 X 2.50 X0.1875 36.0 8.0 1.00 1.00 1.00 4 194 6.86 49 0 32.47 32.47 32.47 10 Cy C < H4A HOR4A 0.00 MED 3.72 BRC SAE 2.50 X 2.50 X0.1875 36.0 8.0 1.00 1.00 1.00 4 194 6.86 0 0 32.47 32.47 32.47 11 7co H4B HOR4B -4.76 BRC 4.16 EXT SAU 3.00 X 2.00 X0.2500 36.0 8.0 1.00 1.00 1.00 4 221 6.99 68 0 42.84 42.84 42.84 11 * H5 110115 -5.72 BRC 3.35 BRC SAE 2.50 X 2.50 X0.1875 36.0 8.0 1.00 1.00 1.00 4 194 6.86 83 0 32.47 32.47 •32.47 18 H6 HOR6 -0.97 MED 3.17 BRC SAE 2.50 X 2.50 X0.1875 36.0 8.0 1.00 1.00 1.00 4 194 6.86 14 0 32.47 32.47 32.47 10 Tower Engineering Consultants, Inc. tTJ 0 1✓ MD Page 1/2 A4A ARM4A -14.70 BRC A4B ARM4B -6.77 BRC A4C ARM4C -5.27 BRC ASA ARM5A -23.55 BRC A5B ARM5B -1.56 BRC ASC ARMSC -5.77 BRC A6A ARM6A -19.51 BRC A6B ARM6B 0.00 MED A6C ARM6C -2.36 BRC * ** FOUNDATION LOADS (kip) LC +- JT NO. 1 LABEL LC X -DIR Y -DIR MED EXT BRC tTJ 0 I- d 9.959 12.633 12.915 5.93 14.77 10.56 16.58 7.38 11.06 12.57 3.98 7.66 BRC BRC BRC BRC BRC BRC BRC MED BRC 9.233 - 55.528 12.621 - 70.565 19.348 - 100.571 Tower Engineering Consultants, Inc., SAE 3.50 SAE 2.50 SAE 2.00 SAE 3.50 SAE 2.50 SAE 2.00 SAE 3.50 SAU 2.50 SAE 2.00 1P -+ +- JT NO. 2 LABEL Z -DIR X -DIR Y -DIR X 3.50 X0.2500 36.0 8.3 0.50 0.50 0.50 1 72 51.04 28 0 60.84 X 2.50 X0.2500 36.0 13.4 0.33 0.33 0.33 1 109 26.73 25 0 42.84 X 2.00 X0.1875 36.0 10.3 0.50 0.50 0.50 4157 8.22 64 0 25.56 X 3.50 X0.2500 36.0 8.3 0.50 0.50 0.50 1 72 51.04 45 0 60.84 X 2.50 X0.2500 36.0 13.4 0.33 0.33 0.33 1 109 26.73 6 0 42.84 X 2.00 X0.1875 36.0 10.3 0.50 0.50 0.50 4 157 8.22 70 0 25.56 X 3.50 X0.2500 36.0 8.3 0.50 0.50 0.50 1 72 51.04 38 0 60.84 X 2.00 X0.2500 36.0 13.4 0.33 0.33 0.33 4 127 18.91 0 0 38.16 X 2.00 X0.1875 36.0 10.3 0.50 0.50 0.50 4 157 8.22 29 0 25.56 60.84 42.84 25.56 60.84 42.84 25.56 60.84 38.16 25.56 11 -+ +- JT NO. 3 LABEL 12 -+ +- JT NO. 4 LABEL 13 -+ Z -DIR X -DIR Y -DIR Z -DIR X -DIR Y -DIR Z -DIR - 4.514 3.782 24.778 4.514 3.782 24.778 -9.959 9.233 - 55.528 - 8.004 7.988 44.390 8.004 7.988 44.390 - 12.633 12.621 - 70.565 3.329 0.142 -6.265 10.764 6.057 47.004 -5.052 -2.605 0.336 60.84 24 42.84 34 25.56 41 60.84 39 42.84 17 25.56 43 60.84 32 38.16 10 25.56 30 Page 2/2 LEGAL DESC1:PTION THAT PORTION OF LOTS 6. 7, 8, 9, 10. 11, 12, 13, 14, 15. 16. 17, 18. 19 AND 20. BLOCK 1, POTTERY WORKS ADDITION, RECORDED IN VOLUME 5 OF KING COUNTY PLATS. AT PAGE 86, RECORDS OF KING COUNTY, WASHINGTON, LYING WIMIIN TUE LIMITS OF THE FOLLOWINC DESCRIPTIONS: BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST OUARTER OF • THE SOUTHWES' QUARTER OF SECTION 2. TOWNSHIP 23 NORTH, RANGE 4 EAST., W.M.; THENCE NORTH 87'26'51 "WEST 30.00 FEET TO A POINT ON THE EAST LINE OF BLOCK 1, WHICH POINT IS ALSO THE POINT OF BEGINNING OF THIS DESCRI THENCE CONTINUING NORTH 87'26'51" WEST 20.51 FEET; THENCE SOUTH 5'59'01" EAST 122.15 FEET; THENCE SOUTH 88'32'59 EAST 3.95 FEET; THENCE NORTH 1'48'29" EAST 120.71 FEET TO THE TRUE POINT OF BEGINNING; ALSO BEGINNING AT A POINT ON THE WESTERLY LINE OF BLOCK 1. WHICH 15 191.60 FEET NORTH OF THE SOUTHWEST CORNER . THEREOF; THENCE NORTH 74'06'30" EAST 175.08'; THENCE NORTH 5'59'01" WEST 144.59 FEET TO THE NORTH LINE OF THE SOUTHEAST OUARTER OF THE ,SOUTHEAST QUARTER OF SECTION 3. TOWNSHIP 23 NORTH, RANGE 4 EAST. W.M.; THENCE NORTH 87'26'51" WEST ALONG SAID NORTH LINE 14 7.20 FEET; THENCE SOUTH 1'48'29" WEST 198.39 FEET TO THE PLACE OF BEGINNING. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON PER FIDELITY NATIONAL TITLE COMPANY COMMITMENT FOR TITLE INSURANCE ORDER NO. 0107803. RECEIVED KWILA CITY OF APR 2 81998 PERMIT CENTER SEPA Determination: Exempt City of Tukwila John W Rants, Mayor Department of Community Development Steve Lancaster, Director NOTICE OF DECISION April 24, 1998 To: US West Communications, Applicant Rebecca Slick, W &H Pacific, Inc. King County Assessor, Accounting Division State Department of Ecology, SEPA Division Parties of Record This notice is to confirm the decision reached by the Planning Commission at the April 23, 1998 public hearing. The Commission voted to approve the application for a Conditional Use Permit based on the findings and conclusions in the staff report dated April 9, 1998. This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit approvals. File Number: L98 -0011 Conditional Use Permit Associated Files: N/A Applicant: U.S. West Communications Request: Approval for installation of Personal Communications Services (PCS) antennae on an existing 127' Seattle City Light transmission tower. Up to 9 antennae will be installed near the top of the tower but will not exceed the 127' height. Associated ground- mounted operating equipment will be installed in cabinets near the tower base. Location: South 109th Street and Beacon Avenue South Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at: Tukwila Department of Community Development; 6300 Southcenter Blvd., Suite 100; Tukwila, WA 98188 Monday through Friday; 8:30 a.m. - 5:00 p.m. The planner managing the project is Deborah Ritter, who may be contacted at 431 -3670 for further information. Property owners affected by this decision may request a change in valuation for their property tax purposes notwithstanding any program of revaluation. DBoi44 RECEIVED CITY OF TUKWILA APR 2 n 1998 PERMIT CENTER 6.300 .Snllrhrpntpr Rtmlpv. rrf .CultP inn() • Tukwila Wach /n,rrnn OR 1 RR • /MAI d71.7A7a • F2v. /MAI 7171.7AAM Notice of Decision April 24, 1998 Page 2 1. The name of the appealing party. The time period for appeals is 14 days starting from the date of this Notice of Decision, April 24, 1998. The Planning Commission decision is appealable to the Tukwila City Council pursuant to TMC 18.104.010(E). 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 receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the 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. The public notice sign must be removed from the site by the applicant after the appeal period hes expired, unless an appeal is filed with the City. RECEIVED CITY OF TUKWILA APR 2 8 1998 PERMIT CENTER d31N30 V1IM)In1 Q3AI3 ploy o' F 1 1 4/4151414 a _ 4 c 03 0 a d 4i aa 1 r — 1➢11tfd 031:1 i0 A110 = J z �U cob c co 0 Q 0) 1771 .... S Ia 0 re W 0 ... AJ, 1 . t.1 III 111611111 I i�t 1111 tii uttl , 1 4.. .Iia 11 i It 11 111 Hall I,III 111(1111 t4i km k is: Ito ..ik 4 111 1111 .141 Litt 1d1. l.�il I � liliil 111 t,i�l i1161 1,1111111 41h !II w.t 1 ,as 11111 /isuA ... Ili. d. J 0 } m z 0 cc 1• March 13. 1998 City of Tukwila Permit Center 6300 Southcenter Blvd. Suite 100 Tukwila, WA 98188 Re: Proposed US West PCS Facility (SEA003) S. 109 Street and Becon Ave. South Tax ID# 687420- 1170 -08 • Gt4e t# 1.98 00 1 1 Dear Plans Reviewer: On behalf of US West, I would like to submit a building permit application for a wireless communication facility at the address referenced above. The proposal includes up to nine (six new, three future) US West panel antennas attached to an existing Seattle City Light transmission tower, and ground mounted radio equipment cabinets located directly under the transmission tower. The project costs are estimated at $50,000. The construction contractor has not been determined at this time. For a complete application the following documents are enclosed: Check totaling $373.59 (permit fee) 1 Tower Analysis /Structural calculations 5 copies Construction drawings 5 sets Site plans 5 sets Permit Application 1 copy Legal Description 5 copies Please process this application as expeditiously as possible. If there is any information or assistance we can provide you, please call me at 425- 451 -6157. Sincerely, PACIFIC CORPORATION Mark Riley Project Manager Odelia Pacific Corporation cc: SEA003 US West Wireless Project 450 - 110' Avenue NE Room 209, Bellevue, WA 98004 Fax - (425) 451-6310 R OF TUKwt�` cast ApR 2 8199B PERMt1 cEN'TER ACTIVITY NUMBER: D98 -0144 DATE: 4 -28 -98 PROJECT NAME: US WEST COMMUNICATIONS DEPARTMENT: ilding Division - ‘0 Public Works Fe1114.1f CoorL S PLAN REVIEW /ROUTIN LIP DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Incomplete E Comments: TUES /THURS ROUTING: Please Route APPROVALS OR CORRECTIONS: (ten days) Fire Prevention n PI nning Division Structural ❑ Per it C o dinator Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) DUE DATE: 4 -30 -98 Not Applicable ❑ No further Review Required REVIEWERS INITIALS: DATE: DUE DATE: 5 -14 -98 Approved ❑ Approved with Conditions' Not Approved (attach comments) REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved E Approved with Conditions ❑ Not Approved (attach comments) 0 REVIEWERS INITIALS: DATE: 1PR•ROUTE.DOC 1/98 05/04 '98 11 :48 Department of Lebo ac Industries Contractor Rogistrattun Section PO Box 44450 Olympia WA 98504.4450 ru it.c.I 4. R r...1_1.,414141'04.441_, Olympia Headquarters • erne, r ` Re 4ittteun n oum r Kegiotretion expi c I Contractor: Your Certificate of Registration will be sent from the Olympia office and should be received within 2 to 3 weeks. Please keep this record until you receive your Certificate of Registration. Keaipt txpiret C .... »Ro F625 -036-000 resiatraalon verification 2-95 MAY 07 '98 10:18 ID :LA IERFAX3800 FAX: `A k I A it) cG PAGE 1 REGISTRATION VERIFICATION (360 ) 902.3228 TEILIPOR,4RY FAX (360)902.3224 6. 36 , cat' J Thank you PAGE.02 "ES4. PARCEL # 687420 - 1170 - 80 J.AGPA1 PEPERP NAPE_ ABBREVIATIONS & SYMBOLS — PROPOSED ROL JN >ERGROUND POWER 0 z TTEL P SEI: 8 A 1 0 0 0 0 ROUTE R S T R E E T .'ERHEAD TELCO SITE PLAN SCALE: 1" = 20' • VICINITY MAP N.T.S. , EANGOR S 0Z EL L .8 -OUNTAIN 1 LEO ST O CR � c> ,JT c (84)ILI - S .JNIO'P ST 13- LEGAL DESCRIPTION: LEGAL DESCRIPTION 2LT"y1 ELECTRICAL ENGINEER P8 ARCHITECTS EIS1 CONSUSTNG ENGINEERS 303 BA`TER" STREET 1900 W. EMERSON PACE SU.TE 40 SEATTLE, WA 98121 SEATTLE, WA 98109 1E: (206) 443 -9790 TEL (206) 284 -1181 14' ?: (206) 443 -9875 FAX: (206) 284 -1236 CONTACT: STEWART :21DON CONTACT: CHARLES MILSTEAD SURVEYOR DL'NC -NSON COMPANM INC_ 4212 AMBAUM 5223 381 ST SEATTLE, WA 98166 'EL. (206) 244 -4`41 FAX: (206) 244 -4441 CONTACT: HAROLD DUCANSON PROJECT TEAM SITE NAME: SITE NUMBER: SEATTLE CITY SIGH- 340037 SITE ADDRESS: s 109,, 37 & 9EC011 AS,_ 3 K A 1. AA APPLICANT: LS NE S 3OMIA 1. 4 50 3th AVENUE NE, 63011 209 BEL3NE, WA 98004 DEL 4 25 -451-5969 CONTACT: JAC.: 1.37TMER LOW DENSITY RES. 2 SQ F? JURISDICTION PROJECT AREA CITY OF TUKWILA 135 SQ_FT_ GENERAL INFORMATION: 1. PARKING REQUIREMENTS ARE UNCHANGED 2. TRAFFIC IS UNAFFECTED 3. NO SIGNAGE IS PROPOSED PROJECT INFORMATION S EA003 SEATTLE CITY LIGHT SITE NUMBER: OWNER: SEE AITLE 03Y _104 1 00 1343 AVE, SLOE SE,LL. 'WA 98104 APPLICANT REP OOELP PAC C RPORA c'0 43 WE_. GOMMJNICAOONS 4 53 11010 AVENUE NE, ROOM 209 3ELEV00, WA 98004 TEL 425-451-6157 CONTACT, MARK. RILEY SEA003D PROJECT DESCRIPTION: US WEST PROPOSES TO CONSTRUCT AN UNMANNED RADIO TELECOMMUNICATIONS FACILITY CONSISTING OF RADIO TRANSMITTER EQUIPMENT MOUNTED ON A CONCRETE PAD AT GRADE AND A THREE SECTOR ANTENNA ARRAY WITH (3) ANTENNAS PER SECTOR (9 ANTENNAS TOTAL) MOUNTED AT THE TOP OF MID EXISTING SEATTLE CITY LIGHT POWER TOWER. ZONING: AREA OF PARCEL PARCEL NUMBER(S): 687420 -' -0 -80 SITE NAME: PAGE NUMBER: DESCRIPTION: - SITE PLAN, GENERAL WF0RM4T0NT TU (a Y Gf - SU400" qF ?ROVED PROJECT PLAN qy i i 19S$ E.'A? 0 OONSTRoCrION DETALS 1NG D1913, - 4 ANTENNA DETAILS BU LD E -2 o PLU'. -. ❑CAAS PCB CITY OF BUILDING DI's!.- s are tha Ptan Check appro "' 8 1 the r a crf „ndct t errors and acid ROG ,3111 IeCdoes Ot5 4 ,4TTE T A T ` r ' does not author,ze 'hH L �, ccR- ;,so code or ordinanc" Rcc_ ved plans ecknc,A6dged. -- 0104'S COp4 of app 'P ELECTRICAL SHE PAN, GENERAL ELECTRICAL NOTES ONE LINE ELECTRICAL °IAN, GROUNDING PLAN, DE SHEET INDEX DOCUMENT REVIEW LANDLORD 8F ENGINE; R ..ONSTR. ?Al4AGFR DATE DATE DATE DATE DATE DATE APPROVALS do RELEASE DATE US WEST COMMUNICATIONS 450110th AVENUE NE, ROOM 209 BEL LEVUE. WASHINGTON 98004 PHONE (425) 451 -5960 FAX (425) 451-6310 REVISIONS N0. DATE 24MAP.98j PENCE SEA003D I SITE ADDRESS 17, PLAN SITE INFORMATION '10!517 V'AP I SHEET NUMBER T -1 ?HIS DRA4ING COP3RIGHTEO AND 'S THE SOL 1 R0°E5ry nr T HE OWNER 4 'S PRODUCE 00 03 B r OWNER AND 35 AFPLIATE` PEPP CPON OP USE 0i THIS 548110 40/0 EHE INFOPM4 0 CO,TA,130 =058103E WITHOUT 1HE 115 TTE'J 1 FPM 0 T'_ OWNE1 PH ARCHITECTS SEATTLE 01201, 133E898 ZONING REVIEW SET 25FE898 70NI1IG SET 19FEB98 CONSTRUCTION REVIEW SET 11951598 33533433 SON SET SITE NAME SEA003 SEATTLE CITY LIGHT SITE NUMBER S 109th ST_ AND BEACON AVE S j 0VWi; A, ',VA U.S.A. SHEET TITLE F "CY/CD CITY A OF TUKVyILq) PERMIT CENTER 1 PLOT SCALE: D98 -0194 SECTION A-A NOT TO SCALE :25.9' AGL G RAP H IC SCALE '20 8' 83 A6 83 /47 "N A 22'16'14.38 "' I / ELEV.= 278.6' NAD 27 47'30;21.96 "N 122'16'09.944" ASPHALT PAD POWER VAULT TOv,IFR NO. DU 2/7 5 3o {t 200 60 S8 "E 175 0 . 4 ' E p6 WOOD SOE US FENCE I 011° MAIL BOX C5.\ 6 O .( 9 L L 0 . 1 3 WOOD_ FENCE Ii 5 147.2 Ibis -o144 FENCE \,o 22 l_0 26 66' UTIL. POLE W/ 2 -6" CONDUITS 1 ON SOUTH SIDE UTIL. POLE I #DU /2/8/N 0 3 3 2 30' FOUND MONUMENT 2/1/98 DATE: TEL. RITEL. RISER #I0510 GUY WIRE 40 S BANGOR ST N88'32'35 "W 3.95' FOUND 1/4" BRASS PLUG IN CONCRETE POST IN CASE IN CASE DOWN 1 2' 1/29/98 OP SITE INFORMATION TAY LOT NUM8EP• SITE ADDRESS SITE CONTACT /PEA REVISIONS DESCRIPTION: 687 -08 S. 1 09 1 4 ST. & BEACON AVE. 5. SEATTLE. WA 98 SEATTLE CITY LIGH' (208) - 684 -3327 27,069 S F 0 621 AC THIS PLAN DOES NOT REPRESENT A BOUNDARY SURVEY BY BENCHMARK IS DCI CONTROL BAR AND CAP PAUL" ELEV. =18.7' LEGAL DESCRIPTION THAT PORTION OF LOTS 6, 7, 8, 9, 10, 11. 12. 13. 14, 15, 16, 17, 18. 19 AND 20. BLOCK 1, POTTERY WORKS ADDITION, RECORDED IN VOLUME 5 OF KING COUNTY PLATS. AT PAGE 86, RECORDS OF KING COUNTY, WASHINGTON, LYING WITHIN T'E LIMITS OF THE FOLLOWING DESCRIPTIONS: BEGINNING AT 8116 NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 2, TOWNSHIP 23 NORTH, RANGE 4 EAST.. W.M.; THENCE NORTH 8726'Sl "WEST 30.00 FEET TO A POINT ON THE EAST LINE OF BLOCK 1, WHICH POINT IS ALSO THE POINT OF BEGINNING OF THIS DESCRIO' THENCE CONTINUING NORTH 67•26'51" WEST 20.51 FEET; THENCE SOUTH 5 EAST 122.15 FEET; THENCE SOUTH 88'32'59" EAST 3.95 FEET; THENCE NORTH 1'48'29" EAST 120.71 FEET TO THE TRUE POINT OF BEGINNING; ALSO BEGINNING AT A POINT ON THE WESTERLY LINE OF BLOCK 1. WHICH IS 191.60 FEET NORTH OF THE SOUTHWEST CORNER THEREOF; THENCE NORTH 74 EAST 175.08'; THENCE NORTH 5'59'01" WEST 144.59 FEET TO THE NORTH LINE OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 3. TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M.; THENCE NORTH 87 WEST ALONG SAID NORTH LINE 147.20 FEET; THENCE SOUTH 1'48'29" WEST 198.39 FEET TO THE PLACE OF BEGINNING. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON PER FIDELITY NATIONAL TITLE COMPANY COMMITMENT FOR TITLE INSURANCE ORDER NO. 0107803. TREE LEGEND O DECIDUOUS TREE AL12 AL =ALDER TYPE TRUNK DIAMETER (IN) MP =M APLE DS= DECIDUOUS MA= MADRONA OK =OAK CH= CHERRY CE =CEDAR DF= DOUGLAS FIR HE= HEMLOCK PI =PINE EVG= EVERGREEN NOTE TREE DRIP LINES ARE NOT TO SCALE. TREE SYMBOLS REFERENCE TRUNK LOCATION ONLY. TRUNK DIAMETERS WERE APPROXIMATED AT 3.5' TO 4' ABOVE GROUND LEVEL. TREES LESS THAN 6" NOT LOCATED EXCEPT AS SHOWN LEGEND OP- -o- /:( G 04 OT 0 SS- SD 04 .352.49 352.44 PROJECT: 97310.020 EVERGREEN TREE OF16 195.2 ' - HEIGHT AGL IF MEASURED POWER LINE (BURIED) POWER LINE (OVERHEAD) POWER (UTILITY) POLE GUI POLE OR ANCHOR LIGHT POLE /LUMINAIRE GAS LINE GAS VALVE PHONE LINE (OVERHEAD) TELEPHONE MANHOLE SEWER LINE - SEWER CLEAN OUT CATCH BASIN STORM DRAIN WATER LINE WATER VALVE FIRE HYDRANT WATER METER CHAIN LINK FENCE EXISTING SPOT ELEVATION DCI DUNCANSON COMPANY, INC. cka Wanting eurveybsi B P 0th 111,1 Asi®8f A &W.*a.10b 3 W.eYym 91166 Rmr Ac (106)2044441 DAVE DATE: 2/3/98 DRAWN: w SITE ANCCARK BAR AND X4 ELEV. =282 7' VICINITY MAP NOT TO SCALE r mg I1 138 CAUTION! BURIED UTILITIES EXIST IN THE AREA ANC UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE - CALL UTILITY LOCATE SER7. A MINIMUM, OF 48 HOURS PR10R TO CONSTRUCTION 1 -800- 424 -5555 BOUNDARY WAS DERIVED FROM: 1. ASSESSOR'S MAP OF THE SE 1/4, SEC. 3. TNN. 23 N., RNG 4 E., W.M., KING COUNTY, WASHINGTON. 2. LEGAL DESCRIPTION PER FIDELITY NATIONAL TITLE COMPANY COMMITMENT FOR TITLE INSURANCE ORDER NO. 0107803. U• A,/ • I Y gJ S F TUKWIL4 WIRELESS PERMIT CENTER SITE #SEA003(D) SEATTLE CITY LIGHT DU 2/7 S EXISTING SITE SURVEY s PROJECT PLAN ERSPELESFSE Es INES PROPOSED, 'rE' -- UNDERGROUND ROUTE or & UNDERGROUND ROUTE OF TELCO v MCUNT'.NG FRAME �- PROJECT AREA SFE NC .rif'ECF TO'W'ER. Des -oi44 4 — SETBACK LINE ANTENNAS MOUNTED TO EXISTING TOWER \ SEE DIAGRAM BELOW FOR ANTENNA SECTOR INFORMATION (2) PROPOSED, (1) FUTURE ANTENNA PER SECTOR '5 SEE 20 4 \ -4 25-4 SECTOR X or PROPERTY LINE ■ — UNDERGROUND ROJTE OF POWER AND TELCO EXISTING JTILITY POLE— OVERHEAD ROUTE OF TELCO OVERHEAD ROUTE OE POWER PANEL AENNA SECTOR A4�MUTH \ROM TRUE NORTH, i cm= TAILWEE LI1 a cc:OE V v 1 1 °1E3SS. r'. SCALE: 1 /2" = 1' -0" [10 US WEST COMMUNICATIONS 450 110th AVENUE NE ROOM 209 BELLEVUE, WASHINGTON 98004 PHONE (425) 451 -5860 FAX (425) 451 -6310 RELEASE DATE 25FEB98 ]9FEB98 N0. REVISIONS DATE LN 2TEEAR98 4N SITE NAME I SHEET TITLE 1 SHEET NUMBER A -1 1 PLOT SCALE: THIS DRAWING IS COPYRIC IED AND IS THE S0 PROPERTY OF THE OWNER. ET 15 PRODUCE SOLELY FOR USE BY THE OWNER AND ITS AFEILIATT REPRODUCTION OR USE OF THIS DRAWING AND /I THE INFORMATION CONTAINED 15 IT ES FORBIDDI WITHOUT THE WIPTTEN PERMISSION OF THE OWNE B ARCHITECTS SEATTLE ® (2051 4 !J 1.) 40-0975 13=EB98 ZONING RENEW SET SEA003D ZONING SET CONSTRUCTION REVIEW SET 11MAR98 CONSTPUCTEON SET .ADDED FENCE ENLARGED SITE PLAN SEA003 SEATTLE CITY LIGHT SITE NUMBER I SITE ADDRESS S 109th Si. AND BEACON AVE S TUKWILA, WA U.S.A. clTti nFErvEp � 'ERANT CENTER EAST ELEVATION K FENCE PGPcsE� eA�I� - -- P - OS: U N D PGROU ROY! E P I NEP AND I TOP OF EXISTING WE - POWER! TOWER BRACKET EL. 401 ' ( 2) PROPOSED PANEL ANTENNAS EACH SECTOR (T) FUTURE ANTENNAS (9) ANTENNAS TOTAL SEE -0 CL FARENCL -F09 E iST TLC! ROWER ELL Es ALL SEAT T_E C,- _O,. TOWER - EPS'ING JILT( POI PROVIDE CONDUIT FOR POWER AND TELCO TCP OF FOU09 E NDAT L 2750' DQs 1 '44 SCALE: 1/8" = 1' -0" n NORTH ELEVATION E CI PROPOSED 6' -o" TALL -. CHAIN LINK FENCE O W/ VINYL SLATS TOP OF EYLSFING TOWER POWER TOWER BRACKET EL. 401.9' (2) PROPOSED PANEL ANTENNAS EACH SECTOR � — — (4)-FUT NTENNAS �. (9) ANTENNAS TOTAL -- �- 10' -0" MIN. CLEARENCE FROM EXISTING POWER LINES EXISTING SEATTLE CITY LIGHT TOWER , -- ROUTE OF COAX JP NW TOWER LEG � - PROPOSED CPS ANTENNA PPY ll - - ?OPCSEJ LOCTTSN 0� .1 T C V,`L MOUNTING FRAM' PROPOSED 'UNDERGROUND ROUTE U.0 POWER AND TELCO TOR OF FOUO EL. NDATI 275 0 ' c L 0 \ i99S SCALE: 1 /8" = 1' -0" 2 11 US WEST COMMUNICATIONS 450 110th AVENUE NE, ROOM 209 BELLEVUE, WASHINGTON 98004 PHONE (425) 451-5960 FAX (425) 451 -6310 THIS DRAWING IS COPYRIGHTED AND 15 THE SOLI PROPERTY OF THE Ow'.7.R. 7 IS PRODUCE! SOLELY FOR USE BY THE OWNER AND ITS AFFILIATE' REPRODUCTION OR USE OE THIS DRAWING .AND /01 THE 19FORMATI7N CONTAINED IN IT IS FORBIDDE! WITHOUT THE WIRTTEN PERMISSION OF THE OWNEF RELEASE DATE 1,FEB98 25FEB98 E . A A\ SEA003D SITE ADDRESS 1 SHEET NUMBER A -2 + PB ARCHITECTS SEATTLE sw BIM.r stem sartru, rISMIGTon 09121 (209) "9-0720 - © fe. +ia -9975 ZONING REVIEW SET ZONING SET 19FEB98 CONSTRUCTION REVIEW SET 1190998 CONSTRUCTION SET REVISIONS NO. DATE 24MAR98 ADDED FENCE 1 SITE NAME SEA003 SEATTLE CITY LIGHT 1 SITE NUMBER S 10915 ST. AND BEACON AVE S TUKWILA, EA U.S.A. SHEET TITLE EXTERIOR ELEVATIONS RI;FIV CITY OF TUR WILA PERMIT CENTER 1 PLOT SCALE: ' M 1 4 L 4 he : 4 ,,,,, ' V 1 - 1. PLANS ARE NOT TO BE SCALED. CONTRACTOR TO NOTIFY PROJECT MANAGED. OF ANY DISCREPANCIES WITH 11-IE PROPOSED LAYOUT PRIOR TO PROCEEDING 2. ALL PIPES, BRACKETS, PLATES, CONNECTORS AND MISC HARDWARE TO BE HOT- DIPPED GALVANIZED UNLESS OTHERWISE NOTED - INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS UNLESS 'SPECIFICALLY INDICATED OTHERWISE OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 4. (1) PCS CDMS MINICELL ® 980# EA., (1) PRIMARY POWER CABINET ®1600# EA AND (2) PCS CS0C� MA GROWTH CABINETS ® 75O EA G 5. CONTRACTOR TO VERIFY CLEARANCES AND CONDITIONS OF EXISTING ROOFING AT LOCATION OF WORK AND REVIEW DETAILS FOR ANY REQUIRED ADJUSTMENTS. 6. PRIOR TO ANY ROOF WORK: - PROPOSED WORK TO BE APPROVED BY ROOFING MANUFACTURER AND INSTALLED BY CONTRACTOR. - CONSULT WITH PROJECT MANAGER AND REVIEW PROPOSED DETAILS FOR ALL ROOFTOP PENETRATIONS AND INSTALLATIONS. - REVIEW WITH PROJECT MANAGER AND OWNER /BUILDING MANAGER ALL WARRANTIES THAT MAY BE AFFECTED BY PROPOSED WORK. ORIGINAL ROOF WARRANTY TO BE MAINTAINED. - ALL ROOFING MATERIALS AND DETAILS TO MATCH EXISTING AS VERIFIED BY ROOFING INSTALLER, PROJECT MANAGER, AND BUILDING OWNER /MANAGER. 7. USE 1 -5/8" UNISTRUT FOR CABLE GUIDE(S), SPACED AT 36" OC UNLESS NOTED OTHERWISE. 8 PAINT CABLE GUIDE(S) /SHROUDS\ AND MOUNTING STRUCTURES TO MATCH EXISTING ADJACENT SURFACE AS REQUIRED. 9. WEATHER SEAL /CAULK ALL PENETRATIONS IN EXISTING WALLS AND /OR ROOF CALL BEFORE YOU DIG I "" FOR EQUIP. LAYOUT SEE SHEET A.- � EXISTING TOWER LEG ANGLE 7 . , .e -0 f - / j / ANGLE ADAPTERS, EACH SIDE (TYP) t J I —, I. � 6 -p Jr ,r 1 PRECAST SLAB , — / 4" GRAVEL (WHERE � TO MATCH EXISTING \ SHOWN ON ?LANS / PAVEMENT OR GRADE 7 _ -_ - - ` --'' - \ \ /i' BOLTS, EACH SIDE (TYP) L )\ \ \ \ %'' 1 FRAMING CHANNEL COAX v+/ STANDARD HANGERS 4' LEVELING SAND - �T.. \--- COMPACTED SOIL TO MIN. 95% MODIFIED MAX. DENSITY PER ASTM 01 `.57 METHOD D (TO BE VERIFIED WITH SITE SPECIFIC SOIL REPORT). _ N0TES: GRAVEL SHALL BE NATURAL OP CRUSHED GRAVEL W/ 100% PASSING 1" SIEVE. GRAVEL FOUNDATION SCALE: '/<" = 1' - o" 13 GENERAL NOTES SCALE: NONE 17 CABLE GUIDE ALONG TOWER LEG SCALE: 11/2' =x -o" 9 �e 0 c / 114 / I FOUNDATION NOTES. STRUCTURAL STEEL: t ALL CONCRETE SHALL BE MADE FROM TYPE 2 CEMENT AND SrIALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 2800 P.S.I. AT 28 DAYS. MAXIMUM SIZE OF AGGREGATE SHALL NOT EXCEED 3/4". SLUMP TO BE 2" TO5 ". 2. ALL CONCRETE SHALL BE CONSOLIDATED BY INTERNAL VIBRATION !N ACCORDANCE WITH A.C.I. STANDARDS RECOMMENDED PRACTICE FOR CONSOLIDATION OF CONCRET_. CONCRETE. 3. ALL COLD WEATHER /HOT WEATHER CONCRETE PLACEMENT SHALL BE IN ACCORDANCE WITH A..C.I. STANDARDS. 4. ASSUMED SOIL BEARING PRESSURE OF 2000 P.S.F. BEARING SOIL TO BE UNDISTURBED NATURAL SOIL OR COMPACTED STRUCTURAL FILL AS APPROVED BY OWNER REPRESENTATIVE. 5. ALL NEW SOIL AND SAND UNDER FOUNDATION SHALL BE COMPACTED MIN 95 %. 6 UNDER FCUNDAT'ON ALL EXISTING VEGETATION IS TO BE REMOVED TO A DEPTH OF 6' BELOW GRADE REINFORCING STEEL l 2 202 (J - I 1. STRUCTURAL STEEL SHALL CONFORM TO ASTM A -36. 2. THE FABRICATION AND ERECTION OF ALL STRUCTURAL STEEL SHALL CONFORM TO THE PROVISIONS OF THE 1989 ED. SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS' OF THE RISC. 3. ALL WELDING SHALL BE PERFORMED BY WABO CERTIFIED WELDERS. ALL WELDING SHALL PE DONE BY THE SHIELDED ARC PROCESS IN CONFORMITY WITH THE LATEST EDITION OF THE STRUCTURAL WELDING CODE, AWS D1.1 OF THE AMER',CAN WELDING SOCIETY. 4. ELECTRODES FOR WELDING SHALL BEE 70XX, MINIMUM WELD SIZE SHALL BE 3/16" BOLTED CONNECTIONS SHALL BE MADE WITH HIGH STRENGTH BOLTS (HSB). HIGH STRE - , BOLTING MATERIALS AND METHODS SHALL COMPLY WITH THE PROVISIONS 5 OF Er_LF CATION FOR STRUCTURAL JOINTS USING ASTM A -325 BOLTS" ENDORSED 9'i THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. TIGHTEN BOL: USING LOAD CELL WASHERS, CALIBRATED WRENCH OR BY TURN OF THE NUT METHOD. 6. STEEL PIPE SHALL CONFORM TO ASTM A - -53 AND SHALL BE GRADE "D". 7. STEEL TUBE SHALL CONFORM TO ASTM A -500 AND SHALL BE GRADE " N. 8. GALVANIZING: ALL STEEL SHAPES, PLATES, FASTENERS AND FABRICATIONS SHALL BE HOT DIP GALVANIZED PER ASTM A -123 FOR STEEL SHAPES, PLATES AND FABRICATIONS AND PER ASTM A -153 FOR THREADED FASTENERS. T.- ' 1 O ® r 8 �� �� a �� p a ! -��� - � . 1 ® 0 �� ''Jl � 6 ... - - KEY NOTES: _ ! _ COAX (SIZE AND CUANTI?1' AS REQUIRED Wj NON - INSULATING HANGERS M 4' - 0" 0C. (TYP). O2 CONCRETE PAVERS. 163x24" MIN. M 4' - 0" O.C. MAX. .) UNISTRUT 3/8" DIA. P1008 SPRING - LOADED NUT (TYP. PER HANGER) 0 UNISTRUT P1000x18" LONG ATTACH TO PAYERS W/ (2) - 3/8 " DIA. EXPANSION BOLTS G UNISTRUT PIODOx18" LONG 6 POST BASE (P2071A) C 90 ANGLE FITTING . O CONCRETE SLAB OR FINISH GRADE -. ALL REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 BARS. ALL MESH SHALL BE ASTM A185 STEEL MESH. (ALSO SEE SPECIFICATIONS) COAX SUPPORT DETAIL SCALE, 1 " =L - 0" 10 FOUNDATION NOTES SCALE NONE 14 STEEL NOTES SCALE, NONE 118 ': 75" A- 2' -3.54' .10.30" - 11.23" . ,'- 6.82" , 1' -7.7, 1' -7.25" POWER c48/NET I. J_ t �Ic _ MINICELL Z .. i CABINET a t Q 9_4_ GGG 1 I 2'- 2.3.3' 1' 3.72" GR. CC4 \\ of 2'-6' 1 9� 2 �'F� i EQUIPMENT ANCHOR OUTLINE 0. E EQUIPMENT LOCATIONS, TYP. ( BOLTS IN 1'0 CABINET HOLES) 5 r ! DEMARC — - ,-7 ~ METER BASE PANEL "A --------- "D 1:-.- - . 6' -6" a 6' -0" - PRECAST CONCRETE SLAB FUTURE 6' -6" x lo 4' -0" PRECAST : CONCRETE SLAB FUTURE GROWTH CABINET `� L __ -li_ ___. i. )(til \ \ •:v ' ANCHOR BOLT PATTERN SCALE: 1/2"-1' -0' 11 POWER CABINET MINI -CELL CABINET 2 C 1.11,1 KEY NOTES ....,. s, 0 -- - - UTILITY FRAME ,FC h CABLE COVER , Y �E ‘,„,,,, 0 MINI -CELL CABINET O POWER CABINET O3 PRECAST CONCRETE SLAB 6'- CY'x6' -6 ") PRIMARY MINI -CELL LAYOUT SCALE: NONE 12 PRECAST CONCRETE SLAB scALL 1/2 " =1' - 0" 20 110 US WEST COMMUNICATIONS 450 110th AVENUE NE, ROOM 209 BELL _EVUE, WASHINGTON 98004 PHONE (425) 451 -5960 FAX (425) 451 -6310 THIS DRAWING IS COPYRIGHTED AND IS THE PROPERTY OF HE OWNER IT IS PRODU SO tL, FOR USE BY LE OWNER AND ITS AI-EL, REPRODUCTION OR USE OF THIS DRAWING AND THE INFORMATION CONTAINED IN IT FORBID WITHOUT THE WIRTTEN PERMISSION OF HEE OW RELEASE DATE 1 PB ARCHITECTS SEATTLE am 5677009 999999 seems, aes®ycm (90121 ®(z00) 449 -0000 © PM/ 449-0075 19FEB98 CONSTRUCTION REVIEW SET 2MAR98 CONSTRUCTION SE REVISIONS NO. DATE 1 SITE NAME SEA003 SEATTLE CITY LIGHT SITE NUMBER SEA003D SITE ADGRE S 109th ST. AND BEACON AVE S TUKWii A, W . U.S.A. SHEET TITLE CONSTRUCTION DETAILS (SHEET NUMBER A -3 PLOT SCALE: CITV OF TUKWILA PERMIT CENTER NOTES: [Jcp mo !EidPdA. DC HnT rdSTAL 'NNA GROUND K OT. CABLE BEND. =/' LABLL P 'Ai L "=LD LTICINEEE TO UPDATE ON AS BUILT DRAWINGS. 5 P 5 n G $P SRG SIP a SecE O O O O O O O 1/2" #UMPER CABLE (6 Ty?) 240'AZ 120'AZ ANTENNA NOTES 1. ALL ANTENNA AND COAXIAL ANTENNA CABLE TO BE FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. 2. COAX SHALL BE TAGGED WITH COLOR CODING AT (2) PLACES USING 1' WIDE WEATHERPROOF COLORED VINYL TAPE, AS FOLLOWS: #1 AT ANTENNA CONNECTION (t2 AT ENTRY TO EQIJIPMENT CABINET ANTENNA COAX CABLE SCHEDULE SCALE: NONE 9 JUMPER INTERFACE AT BASE STATION SCALE NONE F 17 /i' DIA. COAX CABLE (OR EQUAL) MIN. BENDING RADIUS GPS ANTENNA SCALE: ONE 14 ANTENNA NOTES SCALE NONE EXISTING TOWER LEG — STANDOFF BRACKET — WITH STEEL ANGLE -CLAMP PIVOT PIPE ANGLE BRACE — \ z STEEL ANGLE ANTENNA. MOUNTING PIPE (1 )FUTURE DIRECTIONAL PANEL ANTENNA "TESSCO" POWER TONER ANTENNA BRACKET ASSEMBLY (1TL5'r u. Pelt MFR. INS- {RUG-rioNs) (2)DIRECTIONAL PANEL ANTENNAS ANTENNA BRACKET ASSEM.(PLAN VIEW) SCALE 1/2" =1' - D" 1 ANTENNA MOUNTING PIPE. el RECTIONAL PANEL ANTENNA "TESSCO" -POWER TOWER ANTANNA BRACKET PIVOT PIPE STANDOFF BRACKET WITH STEEL ANGLE -CLAMP "TESSCO" POWER TOWER ExiSTING ANTENNA BRACKET ASSEMBLY ANTENNA BRACKET ASSEM.(ELEVATION) SCALE 1/2" = "•' -0" LEFT FRONT REAR ANTENNA DIMENSIONS SCALE 17 19 20 v v TZO'RZO TZ1 /RZ1 TYO /RYO T /PY1 TXO, RXO TX1 /RX1 0'AZ ANTENNA ABLES TO IDENTIFY THE SECTOR X = RED 0 DEGREES OR TRUE NORTH Y = WHITE 120 DEGREES OR E.S.E. Z = BLUE 240 DEGREES OR W.S.W. TO IDENTIFY THE PORT 0 - GREEN = YELLOW 3. RUN COAXIAL CABLE WITH MINIMUM 12" SLACK FROM CONNECTION TO EQUIPMENT CABINETS AND EACH ANTENNA FURNISH AND INSTALL MINIMUM (3) GROUND KITS PER COAXIAL CABLE PER ELECTRICAL DRAWINGS. VERIFY NUMBER OF ANTENNAS, CABLE, AND CABLE DIAMETER WITH PROJECT MANAGER. '/2" BLE 1 4 ALL COAT CABLE WITHIN BUILDINGS SHALL BE INSTALLED, LISTED AND /- i MARKED IN ACCORDANCE WITH NEC SECTIONS 800 -49 & 800 -50; AND 820 -49 & 820 -50. GPS US WEST COMMUNICATIONS 450 110th AVENUE NE, ROOM 209 BELLEVUE, WASHINGTON 98004 PHONE (425) 451 -5960 FAX (425) 451 -6310 THIS DRAWING IS COPYRIGHTED AND 6 THE PROPERTY OF THE OWNER_ I0 IS PRODU SOLELY FOR USE BY THE OWNER AND ITS AFFIUT REPRODUCTON OR USE OF THIS DRAwING AND THE INFORMATION CONTAINED IN IT 6 FORK WITHOUT THE WIRTTEN PERMISSION OF THE OW DATE RELEASE 1 9FE898 CONSTRUCTION REVIEW SET 1180098 CONSTRUCTION SET 1 SITE NAME SEA003 SEATTLE CITY LIGH1 1 SITE NUMBER SEA003D SITE ADDRESS S 109th ST. AND BEACON AVE TUKWILA, WA U.S.A. 1 SHEET TITLE P8 ARCHITECTS SEATTLE ANTENNA DETAILS 1 SHEET NUMBER A -4 1 PLOT SCALE: 909 MAN , 2118 , Y. s,rn .9- 9-6lTN _Y64fiNCT111 GOlEI © AN) N9 -BB'!5 PERMIT CENTER ZIPAU -H 0 DOWNTILT =NA AZIMUTH 12C DOWNTILT =NA AZIMUTH 240 DOWNTILT =NA COAX CABLE PE /S FINGTH (F T)* COAX CABLE TYPE /SZE LENGTH (FT)* COAX CABLE TYPE /SIZE LENGTH (FT)* 'PI. RX /TX RX . - , -- , - vi , .., .... :3 - 3 LDF4 -50A /� 3 3 LDF4 -50A 1 /2 3 3 F7 -SOA 40 LDr -50A s/8 40 40 LDF7 -50A 1 5 /8 , 140 140 A - GOYS, B ,1,;,, 0 I F, ` 4 -50B 2 3 TS 34 SOB 1 S 3 FSJ4 50B 1/2, 3 3 NOTES: [Jcp mo !EidPdA. DC HnT rdSTAL 'NNA GROUND K OT. CABLE BEND. =/' LABLL P 'Ai L "=LD LTICINEEE TO UPDATE ON AS BUILT DRAWINGS. 5 P 5 n G $P SRG SIP a SecE O O O O O O O 1/2" #UMPER CABLE (6 Ty?) 240'AZ 120'AZ ANTENNA NOTES 1. ALL ANTENNA AND COAXIAL ANTENNA CABLE TO BE FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. 2. COAX SHALL BE TAGGED WITH COLOR CODING AT (2) PLACES USING 1' WIDE WEATHERPROOF COLORED VINYL TAPE, AS FOLLOWS: #1 AT ANTENNA CONNECTION (t2 AT ENTRY TO EQIJIPMENT CABINET ANTENNA COAX CABLE SCHEDULE SCALE: NONE 9 JUMPER INTERFACE AT BASE STATION SCALE NONE F 17 /i' DIA. COAX CABLE (OR EQUAL) MIN. BENDING RADIUS GPS ANTENNA SCALE: ONE 14 ANTENNA NOTES SCALE NONE EXISTING TOWER LEG — STANDOFF BRACKET — WITH STEEL ANGLE -CLAMP PIVOT PIPE ANGLE BRACE — \ z STEEL ANGLE ANTENNA. MOUNTING PIPE (1 )FUTURE DIRECTIONAL PANEL ANTENNA "TESSCO" POWER TONER ANTENNA BRACKET ASSEMBLY (1TL5'r u. Pelt MFR. INS- {RUG-rioNs) (2)DIRECTIONAL PANEL ANTENNAS ANTENNA BRACKET ASSEM.(PLAN VIEW) SCALE 1/2" =1' - D" 1 ANTENNA MOUNTING PIPE. el RECTIONAL PANEL ANTENNA "TESSCO" -POWER TOWER ANTANNA BRACKET PIVOT PIPE STANDOFF BRACKET WITH STEEL ANGLE -CLAMP "TESSCO" POWER TOWER ExiSTING ANTENNA BRACKET ASSEMBLY ANTENNA BRACKET ASSEM.(ELEVATION) SCALE 1/2" = "•' -0" LEFT FRONT REAR ANTENNA DIMENSIONS SCALE 17 19 20 v v TZO'RZO TZ1 /RZ1 TYO /RYO T /PY1 TXO, RXO TX1 /RX1 0'AZ ANTENNA ABLES TO IDENTIFY THE SECTOR X = RED 0 DEGREES OR TRUE NORTH Y = WHITE 120 DEGREES OR E.S.E. Z = BLUE 240 DEGREES OR W.S.W. TO IDENTIFY THE PORT 0 - GREEN = YELLOW 3. RUN COAXIAL CABLE WITH MINIMUM 12" SLACK FROM CONNECTION TO EQUIPMENT CABINETS AND EACH ANTENNA FURNISH AND INSTALL MINIMUM (3) GROUND KITS PER COAXIAL CABLE PER ELECTRICAL DRAWINGS. VERIFY NUMBER OF ANTENNAS, CABLE, AND CABLE DIAMETER WITH PROJECT MANAGER. '/2" BLE 1 4 ALL COAT CABLE WITHIN BUILDINGS SHALL BE INSTALLED, LISTED AND /- i MARKED IN ACCORDANCE WITH NEC SECTIONS 800 -49 & 800 -50; AND 820 -49 & 820 -50. GPS US WEST COMMUNICATIONS 450 110th AVENUE NE, ROOM 209 BELLEVUE, WASHINGTON 98004 PHONE (425) 451 -5960 FAX (425) 451 -6310 THIS DRAWING IS COPYRIGHTED AND 6 THE PROPERTY OF THE OWNER_ I0 IS PRODU SOLELY FOR USE BY THE OWNER AND ITS AFFIUT REPRODUCTON OR USE OF THIS DRAwING AND THE INFORMATION CONTAINED IN IT 6 FORK WITHOUT THE WIRTTEN PERMISSION OF THE OW DATE RELEASE 1 9FE898 CONSTRUCTION REVIEW SET 1180098 CONSTRUCTION SET 1 SITE NAME SEA003 SEATTLE CITY LIGH1 1 SITE NUMBER SEA003D SITE ADDRESS S 109th ST. AND BEACON AVE TUKWILA, WA U.S.A. 1 SHEET TITLE P8 ARCHITECTS SEATTLE ANTENNA DETAILS 1 SHEET NUMBER A -4 1 PLOT SCALE: 909 MAN , 2118 , Y. s,rn .9- 9-6lTN _Y64fiNCT111 GOlEI © AN) N9 -BB'!5 PERMIT CENTER