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Permit 6926 - US West - Equipment Building and Tower
4 BP BUILDE x PER t IT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) CITY OF TUKWILA Dept. of Community Development- Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: SITE ADDRESS 13130 44 Ay PROJECT NAME/TENANT US West TYPE OF CJ New Building rj Addition WORK: ❑ Rack Storage ❑ Reroof S } 1!F;• ; �' ,�, ��.+t. k�L+.• 1,' {,,'l�fi1a „•i,:nt :5 �ia- w.w�i.i.. Sr i'. r �.,7.:',� t: ti•, AMOUNT DESCRIPTION RCPT # BUILDING PERMIT FEE 631.00 PLAN CHECK FEE 410.00: ..1857: W' n, DATE Q Ll 'tqa. BUILDING SURCHARGE 4.50 OTHER: '. ILLdq3 TOTAL 1' 045`.50 SUITE # I VALUE OF CONSTRUCTION - S 100, 000.00 I ASSESSOR ACCOUNT # 734920 -0345 U Tenant Improvement (commercial) ❑ Demolition (building) ❑ Grading/Fill ❑ Remodel (residential) G Other: DESCRIBE WORK TO BE DONE: Install new unoccupied equipment building and a 120' high monopole tower. PROPERTY OWNER Larry Butler —1PHONE 246 -8585 ADDRESS CONTRACTOR 13130 44th Avenue South, Tukwila, WA US Construction ZIP 98168 PHONE 252 -9393 ADDRESS P.O. Box 7417, Everett, WA ZIP 98201 WA. ST. CONTRACTOR'S LICENSE # USCONGI12100 EXP. DATE 9/92 ARCHITECT Jean Fraley Associates PHONE 324 -4800 ADDRESS 202 Lake Washington Boulevard, Seattle, WA ZJP 98122 SQUARE OCC. TOTAL TOTAL FEET LOAD SQUARE FEET OCC. LOAD TYPE OF CONST.: V —N UBC EDITION (year) 1988 SETBACKS: N— S — E— W— FIRE PROTECTION: ❑Sprinklers ©Detectors ❑ N/A UTILITY PERMITS REQUIRED? Yes ❑ No (public Works) ZONING: BAR /LAND USE CONDITIONS? ❑ Yes [x1 No CONDITIONS (other than those noted on or attached to permit/plans) /-) APPROVED FOR ISSUANCE BY: 04 Le BUILDING OFFICIAL DATE: /_,-3/_ % O� I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of Iav 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 provisions of any other state or local laws regulating construction o performance of work. I am authorized to sign for and obtain this building permit. SIGNATURE: DATE: PRINT NAME: Pere2 l I�i� l� COMPANY: U • Fi LE( /W 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. ; CERTIFICATE OF OCCUPANCY NO. DATE ISSUED: PLAN CHECK NUMBER PROJECT NAME BUILDING RMIT APPLICATION TRACKING SITE ADDRESS SUITE NO. )3136 ( INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) FLOOR;i' SQUARE >: FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD TOTAL DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. PARTME .:.:...:............... BUILDING - initial review FIRE 'PLANNING - PUBLIC WORKS 0 OTHER O BUILDING - final review UIREME :..:..:..: :.:,......,.::. CONSULTANT: Date Sent - ME Date Approved - �o -12 FIRE PROTECTION: C_) Sprinklers Detectors O N/A FIRE DEPT. LETTER DATED: I.30--1 Z, INSPECTOR: 572_ ri ZONING: BAR/LAND USE CONDITIONS? REFERENCE FILE NOS.: Yes MINIMUM SETBACKS: N- - EE- -� W- UTILITY PERMITS REQUIRED? Yes No PUBLIC WORKS LETTER DATED: ,.2.- S'" TYPE OF CONSTRUCTION: INIT. •fYP VLJ UBC EDITION (year): 1g58 REVIEW COMPLETED PERMIT NO. CONTACTED P-&-eY -5t--r i d‹.-eY DATE READY DATE NOTIFIED ' �(-- BY: (4Q B Y. Y: (init.) PERMIT EXPIRES 2nd NOTIFICATION AMOUNT OWING r S a (OS • 3RD NOTIFICATION BY: (Init.) CITY OF TUKWILA Department of Community Development - Building 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT APPLICATION Division PLAN CHECK qi 1 1 NUMBER DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE AMOUNT. i RCPT # DATE 9µ+i' OTHER:: TOTAL it) Li 5 5i SITE ADDRESS SUITE # 3150 1-4"Tl -I AVE. sod-n-1 VALUE OF CONSTRUCTION - $ /oo, 000. PROJECT NAME/TENANT SEARr\/6rz..T0H US \\il✓ST ASSESSOR ACCOUNT # -73+9 2.0 - O 3915 TYPE OF t2 New Building • Addition • Tenant Improvement (commercial) U Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other. IGATlc7 5 TONER DESCRIBE WORK TO BE DONE: (Ne -rAL L NE1V, U JoocdFIE>] t.itic'/.ErJT 13L1tlrD11■1G- 4Nc A. 120' H /AONoPoi.G To \VER- BUILDING USE (office, warehouse, etc.) F- 62UtP/ NIT LOGp.TIO• 611`,(OGGL.iP1Gt7) CONTRACTOR US Cot JsTRLIC T Tor. 'PHONE NATURE OF BUSINESS: GEL-LULAR Go7/\ /ALt.t■IIGATIONS WILL THERE BE A CHANGE IN USE? 11 No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 43Z Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? gf No 0 Yes IF YES, EXPLAIN: __J PROPERTY OWNER LARR. -1 i3Li-r1 - 'PHONE 24c, _ S586 ADDRESS 13Iw 41-111 AVE. SOUTH -I TUU \V(L A, \VA ZIP 5108 CONTRACTOR US Cot JsTRLIC T Tor. 'PHONE I. 2.52 , .9 393 ZIP 58201 ADDRESS 'o Box 1-F(1 E.VE -t'1 WA WA. ST. CONTRACTOR'S LICENSE # us C 'r -I 12.100 o EXP. DATE ARCHITECT ,J E..e.N F'f�'A1_E`( ANSsoGA -r s PHONE 324 -'450c , ADDRESS ZO-Z i.,A E \VA'H1(.k&To3 BL'D., SEATTLE, \VA ZIP 018i22 1. HEREBY CERTIF:Y::THAT:I:HAVE READ<AND<EXAMINED THIS APPLICATION;'AND KNOW THE SAME BE:TRUE AND:CORR. ECT, AND f:AM':AUTHORIZED: -0 APPLY fOR THIS'P:ERMIT BUILDING OWNER — 6R-- -1 AUTHORIZED AGENT SIGNATURE DATE }--ca 410-tn 3 Ste? `'1 I PRINT NAME NAt•c--'r Ai/�ILTc ) PHONE 324 ADDRESS 2-02 LAIe6 \VASt- 11L)6rOiJ BL\i CONTACT PERSON ■ : 1 • Et= CITY/ZIP SEATTLE WA °l61 PHONE 32� - 1600 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. 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. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. 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 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES SUBMITTAL CHECKLIST COMMERCIAL— NEW COMMERCIAL BUILDINGS/ADDITIONS C• ompleted building permit application (one for each struCtUre) 1\1 Assessor Account Numhor Two sots (2) of the following: \.-1 Specifications 1EStructural calculations stamped by a Washington State licensed englrioar [C.-] Soils report stamped by a Washington State licensed engineer r\-1 Topographical survey : [11 E• nergy calculations stamped by a Washington State licensed engineer or architect . • • Legal doscription F\--1 Working drawings, stamped by a Washington State licensed architect, which include: • s; plari • Architectural drawings • Structural drawings' Mechanical drawings - Elevations Civil drawings : • Landscape pian C• ompleted utility permit application (one for entire project). 1 Six (6) sets of civil drawings ;407E: See utility prink application and checklist forspeclfic utility obniitial requirements. . • : . FtA'...:K STORAGE J r'omPleted building permit application jJ Assessor Accert,Nunber :•;;;.: • TWO (2) sots of plans,:whiCh Building floor plari showing . • • • Entire space where racks will be located Exit doors .• DimanSions of all aisles Tenant.space"floor plan showing rack storage layout, i aisles and — exits. : . •.:. NQTE: .Include dimension SOi racks (height, width and length ),:eiSlOS and exit ways on plan. '• • • Structural calculations Stamped by a Washington State licensed engineer (rack Storage 8..and over) '; . .; :• RESIDENTIAL ylis.alannile.101•1113f COMMERCIAL TENANT IMPROVEMENTS Completed building permit application.( (one for each structure or tenant) ' Assessor Account Number Two (2) Sets of Construction plans, which include: F--; Site • Location of tenant space,: ..• Existing and proposed parking . • Landscape plan (if applicable, i.e.,.change of use) • • '".., . Overall building plan • Tenant location „ • Use of adjacent (common wall) tenant . : • Overall dimensions of building or square footage riFloor plan of proposed tenant space . . • Tenant space plan with use of each room labelled... • • Exit doors, egress patterns. •. : .• New walls, .existing wall, and walls to be demolished.::::: Construction details I : Cross sections showing wall construction and method ef:. attachment for floor and ceiling.... • Structural calculations stamped by. a Washington State licensed : • .• engineer may be required if structural Work is to be done (2 sets) NOTE: If Elny utility work is to 10 One, submit Separate Utility perndt REROOF . . • . . . . . . Completed building permit.aoplication:(one'for each .Assessor Account Number Narrative describing existing roof, material beiryieMoVed,:and:',1.::.• material being installed. NOTE A certification letter is required prior to final inspection and sign , . • • ' " : : • • • „ ANTENNA/SATELLITE DISHES.' 1\1 Completed building permit application :Assessor Account Number Two (2) sets of plena ',,which include „, . , .................... ”. Site Plan (showing building and locatlon of.antenna/satellite Detaila'antenna/satellIte dish and mothod Of •attachment TStructural calculations. stamped by a:Washington State lioJnsed engineer may be required NEW SINGLE-FAMILY DWELLINGS/ADDITIONS • • Completed buildingperinit application (one for each:structure) Legal description. ';, :• I Assessor Account Number . Two sets (2) of Working drawinds, whichinclude:... : . • Site plan (On plan, show closest hydrant location, . • • .Foundation plan Include access to building, showing . • • Floor plan : width and length of access) • . Roof plan . • Building elevations (all views) • • Building cross-Section. .• Structural framing plans . • • Washington State Energy Code data I Completed utility permit application ' . El Six (6) sots of sito plans showing utilities . NOTE: Building silo plan and utility site plan may be combined. See utility permit application and checklist for specific submittal requirements.: Additional topographical and soils information may be required if unique site conditions. Comploted building 6611 apPlicattien:*6:tai:.411p.I4(66'1::',::' : • Assessor -Account Number Narrative describing existing roof ,:.material being removed,:and.i.:;.:';.:::.1; 7. material being irsstailed :• NOTE: A certification letter is requiredPrior to final inspection and sign:;..- off of the permit. . ' " :" • PLAN CHECK NUMBER ROUTING UTILITY POJECT TRACKING Gi-IECKLIST PROJECT NAME SITE ADDRESS SUITE NO. DATE PLANS RECEIVED TYPE OF REVIEW DATE ROUTEb TO PWD DATE PLANS APPROVED DATE RESUB. REQUESTED COMMENTS APPROVED PLAN /LETTER DATE ISSUED Channelization /String /Signing Curb Cut/Access /Sidewalk Pluga -. ©c, /6 cP -6-- JA t - /l/ q.7- Fire Loop /Hydrant PERMITS REQUIRED 'XI PERMITS PERMIT NUMBER APPROVED PLAN /LETTER DATE ISSUED Channelization /String /Signing Curb Cut/Access /Sidewalk Pluga -. ©c, /6 cP -6-- JA t - /l/ q.7- Fire Loop /Hydrant Flood Zone Control Grade /Fill to/� tug ,�.. 6.0/ r , 92- DO /( a -5 -7 (- /j- -i 9)._ Hauling X Landscape Irrigation `PW qa- DO l ( 09-5-q- ' ''?>1,1Z/ Moving an Oversized Load Sanitary Side Sewer Sewer Main Extension (private) Sewer Main Extension (public) Storm Drainage ��//��,�� ^ 1Q() C0- DOas & -5-9a ,�/ `/- 19,`l, Water Main Extension (private) Water Main Extension (public) '\ Water Meter (exempt) size: 1 /l9 `` Water Meter (permanent) size: No.: / No.: ®D 'off, rt 0 - qa -cool P109�- 'D/�,� e -j 5--9,g y 2 3 5,-31)12- 14-0S--(3Q Water Meter (temporary) Size: No.: Other: Other: CONDITIONS OF PERMIT ISSUANCE OR FINAL SIGN -OFF OF PROJECT City of Tuft vlla Central Permit System — Engineering Division 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 Phone: (206) 433 -0179 z//8 UTILITY PERMIT APPLICATION PROJECT. :: I. INFORMATIO Name of Project: 4'. 5- Co." c 777t. 1c. tit T7 — 7c.1/r'wi /r7 Property Owner: c.( S cA1 � T /Er. -t) �I f C. Street Engineer: Street Address: Contractor: 2.-3/;34,/ Street Address: /72 King Cty Assessor Acct ;PERMITS: REQiJ.ESTE Phone No.: City /State /Zip: Phone No.: Cc , Ail r f r . 3 5-6. .5. City /State /Zip: Phone No.: ?:78-7(7/c90 City /State /Zip C Gvy. zi.Q C-",-; ? (9-03 C�� ntractor's License #: Oa- 't/� -1-/ ' 3 31 i Q Exp. Date; O C `annelization /Striping /S' Wing O Street Use O Curb Cut/Access /Sidewalk 0 Storm Drain O Fire Loop /Hydr. (main to vault) - No.: Sizes: 0 Water Main Extension O Flood Zone Control O Land Altering cubic yards O Hauling 0 Moving an Oversized Load Est. start/end times: Date' O Landscape Irrigation O Sanitary Side Sewer - No.: O Sewer Main Extension ❑Private ❑ Public ATER MPTEi > REFUND /BILLI s':!glIDNTHL� Name: 47014 Cn.htrn,y -To,Q -77A/C. . Street Address: /6 '2n 2 . 356» t'h /. Woo3 Private ❑ Pubr►c ❑ O Water Meter / Exempt: - No.:.— Sizes' Deduct ❑ Water Only ❑ ❑ Water Meter / Permanent - No • — Sizes Water Meter / Temporary: - No.:.L_ Sizes:' 'le , Estimate quantity: /5-0 h -c /e4s Schedule: /7P1'. . OA( 2 - /,- IZ `� O Other: Phone No.: 836 -(Y02 Name: , BILLINGS >TO < <<> Street Address: { City /State /Zip: / o. Gty, 01,1 • 780o3 Phone No.: City /State/Zip: ❑ Water ❑ Sewer ❑ Metro ❑ Standby SCRIPTION OF>PROJECT.' ❑ Single - Family Residential* ❑ Multiple- Family Dwelling ❑ Hotel ❑ Duplex ❑ Apartments No. of Units: ❑ Motel ❑ Triplex ❑ Condominiums 0 Commercial/Industrial ❑ Office ❑ Warehouse ❑ Church -T ❑ Retail ❑ Manufacturing ❑ Hospital f i1 Other: 7 �e A vc %c -'ee ❑ New Building �N15CELL4NE0US< ❑ Remodel/ Square footage of original building space: INFORMAT1,OtJ.' > Square Addition Foot Square footage of additional building space: .._ Footage: ag King County Assessor's valuation of existing structures: $ Valuation of work to be done: $ ❑ Other: ❑ School /College /University T Hifi gy.. CER r.,7H T 1HAV ,READ;:THIS AP mCAT IONAND.KNO itig s AME p.:,p ,Te u A ND CORREC7. ; Applicant /Authorized / Agent Signature. !F. f. �„ / - 47(,/ Contact Person _print name): LYn 1 � Fl F67 r ^/ Z Address: 1ZZo s. 35'&'-' ST. 10o . Wy. athA 91003 Print Name: I;; :11/ i0 O•. /Mfg.ORIA) Date: f/`7/Q,%7' Phone: 838. 1'{O4 Phone: 863P "f'YAZ Date Application Accepted: c, -7 Date Application Expires: 02/05/92 - SUBMITTAL CHEC( _1ST ,II site plans shall be provided in one submittal for review by the 'ublic Works Department. Six (6) sets of plans stamped by a sensed engineer are required along with this application ompleted and signed by the applicant's representative. he following information is necessary for Public Works )epartment evaluation and approval of site plans: r; • All utility construction is to meet the City of Tukwila Standards • Indicate scale of drawing and show north arrow • Identify location by address or distance to nearest intersection :URB CUT /ACCESS /SIDEWALKS/ :HANNELIZATION /STRIPING /SIGNING D Dimensions D Type of surfacing - asphalt, crushed rock, etc.(and thickness) D Percent of slope or runoff direction D Size of curb cuts/location O Vehicular and pedestrian traffic facilities, including signing and striping, wheel chair ramps, curb cuts FIRE LOOP /HYDRANT D Type of pipe O Size of pipe /location O Location and type of all valves O Type of bedding and backfill materials /percent compaction O Distance from structures, storm and sewer facilities at minimum separation O Location and size of thrust blocking FLOOD ZONE CONTROL (Requirements are under Flood Ord. No. 1462 and can be obtained from the Public Works Dept.) O Lowest finished floor elevation O Contours and elevations per National Geodetic Vertical Datum LAND ALTERING (CLEARING, GRADE AND FILL) O Contour map (2' Intervals) showing existing and proposed contours O Estimate of yardage, both cut and fill O Erosion control plan HAULING O Copy of Certificate of insurance coverage (minimum S1,000,000) O S2,000 bond made out to the City of Tukwila for property damages caused by activities O Route map LANDSCAPE IRRIGATION O Location of DSHS approved double check valve O Type of pipe - copper, high density molecular plastic, ductile O Size and depth of pipe O Size of meter O Location and elevation of meter box (water meter - permanent and exempt). Clearly show whether tap is on main or domestic service O Location and type of tap O Type of bedding and backfill materials /percent compaction MOVING AN OVERSIZED LOAD O Copy of Certificate of Insurance coverage (minimum $1,000,000) O 55,000 bond made out to the City of Tukwila for property damages caused by activities O Business License with City of Tukwila O Route map SANITARY SIDE( ,EWER O Type of pipe - concrete, PVC, etc. O Size of pipe /location O Percent of slope on pipe /length of run O Connection point(s) to public O Location of cleanout(s) and test Tec(s) O Type of bedding and backlll material /percent compaction O Invert elevations at structures and junctions SEWER MAIN EXTENSION O Type of pipe - concrete, PVC, etc. O Size of pipe /location O Percent of slope on pipe /length of run O Connection point(s) to public O Location of cleanouts O Type of bedding and backfill material /percent compaction STORM DRAINAGE (including existing topography and proposed grading and surfacing) O Type of pipe O Size of pipe O Percent of slope /length of run O Location of all structures O Square footage of area to be drained, including roof area O Bedding material for pipe O Invert or flow line elevations STREET USE O Complete description of proposed activity O Map with address and outline of limits of activity relative to public right-of-way and easements O Proposed traffic control/detour (per Manual of Uniform Traffic Control Devices) O Proposed schedule (times and dates) WATER MAIN EXTENSION O Type of pipe O Size of pipe O Hydrant type and locations O Valve type and locations O Connection point(s) to existing system O Type of connection - live tap, tee, etc. O Location and size of thrust blocking O Size and location of mains, including elevations (profile) WATER METER - EXEMPT O Diagram of domestic systenVtie in of exempt meter O Number /account for existing domestic meter O . Size and type of material of meter and service O Site address WATER METER - PERMANENT. O Type of pipe - copper, high density molecular plastic, ductile O Size and depth of pipe O Size of meter O Location and elevation of meter box (water meter - permanent and exempt) O Location and type of tap O Type of bedding and backfill materials /percent compaction WATER METER - TEMPORARY O Address and hydrant location O Size of meter O Estimate of quantity and schedule After the Public Works Department has completed their review and the plans are approved, the applicant will be notified by letter concerning the necessary permits and requirements; an approved set of plans will accompany the letter. If the plans are not approved, the aoplicant will be notified by letter of necessary resubmittal requirements. CITY OF TUKWILA Central Permit System - Engineering Division 6300 Southcenter Blvd., Tukwila, WA 98188 Phone: (206) 433-0179 PROJECT Site Address: RMATION Name of Project: 17Z.E.r7-//,°/VENT z5),C UTILITY PERMIc APPLICATION • PLAN CHECK NUMBER: 32/ of, Pro ert Owner: Phone No.: 2 Street /.?/.20 c2 — g4lgeel71": Street Address: zepz 6,4e/c) Contractor: Street Address: City/State/Zip: 72; none City/State/Zip: Phone No.: City/State/Zip: King County Assessor Account Number: 791 . faa .:.PERMITS D Channelization/Striping/Signing REQUESTED gl Curb Cut/Access/Sidewalk 0 Fire Loop/Hydr. (main to vautt) - No.: Sizes: O Flood Zone Control Land Altering 21.5- IZ Hauling El Landscape Irrigation O Moving an Oversized Load O Sanitary Side Sewer - No.: o Sewer Main Extension Private 0 Public 0 cubic yards El Storm Drain O Street Use O Water Main Extension Private 0 Public 0 23) Water Meter/ Exempt:- No.: Deduct 2) Water Only 0 O Water Meter / Permanent - No O Water Meter / Temporary: - No.: O Other: Sizes:12.1_ Sizes:_ WATER METER REFUND/BILLIN Name: Phone No.: Asa .1i Street ;N0,1■.1.71171.. Name: SERVIf BILL1NGS TO: Street . 0 Water 0 Sewer 0 Metro 0 Standby Single-Family Residential O Duplex 0 Apartments bt§lehtOff.-71:' .... ... . . .... . • .P.9OJECT .. O Multiple-Family Dwelling ED Hotel City/State/Zip: Phone No.: City/State/Zip: 0 Other: No. of Units: 0 Motel • CommerclaVIndustrial • :,...MISCELLANEOUS • INFORMATION O Office O Retail O Triplex 0 Condominiums O Warehouse 0 Church 0 School/College/University O Manufacturing g New Building 0 RemodeV Square Addition Footage: -03 2 King County Assessors valuation of existing structures: $ 0 Hospital 0 Other: Square footage of original building space: Square footage of additional building space: Valuation of work to be done: $ 0,00. Oct 1;14);t1E,F•i'.EE.f..r.q.ERIT1Aski. i :::' 41/4 1 1 Ei.• 7 FTN1 Apppc..17.-loiy:ANp.wmoW:TNE:SA114E:Ta:BE.:713U.E.:ANDJicW11.1.E.C.7.::: Applicant/Authorize .,4. A • :fl 1 • n.. :A I.... . .....06.4iir Print Name: i .i or> "" „ft...A.._ . OS- (- War., ") er? Contact Person irint name): .■°.&-r--AtrAP ..5-772/&fr---iq Address: ...., 4 A'. ....4 - 44 4' o' ..i Date: Arai ,... • Phone: _72.* - les op Phone: ..?6,2. . . DateATNI:_‘a g ... .... aDate Expires: _ . . .... 12/31(91 SUBMITTAL CHEG..ST site plans shall be provided in one submittal for review by the blic Works Department. Six (6) sets of plans stamped by a ;nsed engineer are required along with this application mpleted and signed by the applicant's representative. ,e following information is necessary for Public Works apartment evaluation and approval of site plans: All utility construction is to meet the City of Tukwila Standards Indicate scale of drawing and show north arrow Identify location by address or distance to nearest intersection :URB CUT /ACCESS /SIDEWALKS/ ;HANNELIZATION /STRIPING /SIGNING ) Dimensions Type of surfacing • asphalt, crushed rock, etc.(and thickness) ) Percent of slope or runoff direction Size of curb cuts/location Vehicular and pedestrian traffic facilities, including signing and striping, wheel chair ramps, curb cuts FIRE LOOP /HYDRANT O Type of pipe O Size of pipe /location O Location and type of all valves O Type of bedding and backfill materials /percent compaction O Distance from structures, storm and sewer facilities at minimum separation O Location and size of thrust blocking FLOOD ZONE CONTROL (Requirements are under Flood Ord. No. 1462 and can be obtained from the Public Works Dept.) O Lowest finished floor elevation O Contours and elevations per National Geodetic Vertical Datum LAND ALTERING (CLEARING, GRADE AND FILL) O Contour map (2' Intervals) showing existing and proposed contours 0 Estimate of yardage, both cut and fill O Erosion control plan HAULING 0 Copy of Certificate of insurance coverage (minimum S1,000,000) • 0 S2,000 bond made out to the City of Tukwila for property damages caused by activities O Route map LANDSCAPE IRRIGATION O Location of DSHS approved double check valve O Type of pipe - copper, high density molecular plastic, ductile O Size and depth of pipe O Size of meter O Location and elevation of meter box (water meter - permanent and exempt). Clearly show whether tap is on main or domestic service O Location and type of tap O Type of bedding and backfill materials /percent compaction MOVING AN OVERSIZED LOAD O Copy of Certificate of insurance coverage (minimum $1,000,000) O :5,000 bond made out to the City of Tukwila for property damages caused by activities O Business License with City of Tukwila O Route map SANITARY SIDE ( /ER O Type of pipe • pncrerr; PVC, etc. O Size of pipe /location O Percent of slope on pipe /length of run O Connection point(s) to public O Location of cleanout(s) and lest Tec(s) O Type of bedding and backfill materiai /percent compaction O Invert elevations at structures and junctions SEWER MAIN EXTENSION O Type of pipe • concrete, PVC, etc. O Size of pipe /location O Percent of slope on pipe /length of run O Connection point(s) to public O Location of cleanouts • O Type of bedding and backfill material /percent compaction STORM DRAINAGE (including existing topography and proposed grading and surfacing) O Type of pipe O Size of pipe O Percent of slope /length of run O Location of all structures O Square footage of area to be drained, including roof area 0 Bedding material for pipe O Invert or flow line elevations STREET USE 0 Complete description of proposed activity O Map with address and outline of limits of activity relative to public right-of-way and easements O Proposed traffic control/detour (per Manual of Uniform Traffic Control Devices) O Proposed schedule (times and dates) WATER MAIN EXTENSION O Type of pipe O Size of pipe O Hydrant type and locations O Valve type and locations O Connection point(s) to existing system O Type of connection- live tap, tee, etc. O Location and size of thrust blocking O Size and location of mains, including elevations (profile) WATER METER • iEXEMPT O Diagram of domestic systemltie In of exempt meter O Number /account for existing domestic meter O Size and type of material of meter and service O Site address WATER METER • PERMANENT O Type of pipe - copper, high density molecular plastic, ductile O Size and depth of pipe O Size of meter O Location and elevation of meter box (water meter - permanent and exempt) O Location and type of tap O Type of bedding and backfill materials /percent compaction WATER METER • TEMPORARY O Address and hydrant location O Size of meter O Estimate of quantity and schedule Atter the Public .Works Department has completed their review and the plans am approved, the applicant will be notified by letter concerning the necessary permits and requirements; an approved set of plans will accompany the letter. If the plans are not approved, the applicant will be notified by letter of necessary resubmittal requirements. Ciy of Tukvvil. Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 (206) 431 -3670 TEMPORARY WATER METER PERMIT Permit No: PW92 -0030 Status: ISSUED Project Name: U.S.WEST Site Address: 13130 44 AV S Location: Issued: 02/18/1992 Approval Letter: Expires: 04/18/1992 Parcel #: 734920 -0325 Wetlands: 0 Water Course: 0 Type: COM Slopes: 0 Water Dist: N/..A. No of Units: 000 Square Feet: ° „ Sewer 0.1 .!.: �., /A Contractor License No: OWNER CLARK MECHANICAL INC 13130 44TH-AVE S.. ,1'UKWILA WA ,, . ,v,, -98168 AGENT U.- U.S. WES:[ ,CONTRACTOR DGM ~(4JNIKACTORS INC Phone: 206- 838 -1402 1220 S 356TH , FEDERAL WAY , WA , 98003 ********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Additional Description: TEMP,WATER METER Water Meter Size: 2.50 Work Order #: 5110 -B FEES: 100.00 Quantity: 1 Type: TEMP Account Number: 401/386.510 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** On the signing of this application, I understand and agree to the following conditions & agree to pay the deposit charge and the balance of the cost when billed (overpayment will be refunded). 1. Temporary meters are to be used for only one project at a time and returned to the Public Works Maintenance Shops at 600 Minkler Boulevard (433 -1860) within 24 hours after the permanent meter is installed, or, on /or prior to the expiration date of this permit, whichever is sooner. 2. If temporary meter needs to be moved from one hydrant to another at the project site: a. The user must possess a hydrant wrench. The use of a pipe wrench will result in the user purchasing a new hydrant operating nut and /or . revocation of this permit. b. The Tukwila Water Department must be notified in advance of the move to allow coordination with the Fire Department. 3. If temporary meter is damaged, user will pay time and material to repair said meter. 4. If temporary meter is lost or stolen, user will pay the replacement cost of meter. THE APPLICA S NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT HOURS IN ADVANCE. FOR AN INSPECTION CALL 433 -0179. Signature: ►! id.te4 Title: tyD Date: C-(<9--9? Company: Ogm *********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED FOR Ic,UANCE BY: JAP, Issued By: Date:_22 :-/"— 2- Authorized Permit Cente Signature ********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved: Inspector Signature (,C S IRDr _ n Date: City of TukwilL (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WATER METER PERMIT Permit No: PW92 -0126 Status: ISSUED Project Name: U.S.WEST Site Address: 13130 44 AV S Location: EQUIPMENT BUILDING & TOWER Parcel #: 734920 -0340 Wetlands: Water Course: Water Dist: N/A Sewer Dist: N/A Type: COM No of Units: 000 Contractor License Number: 'ENANT U S WEST EQUIPMENT & BLDG. TOWER 13130 44TH AV S, TUKWILA, WA 98168 ►WNER CLARK MECHANICAL INC 13130 44TH AVE S, TUKWILA WA 98168 EFUND TO: U.S. WEST, NEWVECTOR GROUP 3350 161ST AVE SE, BELLEVUE, WA 98008 TILLING TO U.S. WEST NEWVECTOR GROUP 3350 161ST AVE S:E., BELLEVUE, WA 98008 *******************,**********,************* * * * * * * * * ** * * * * * * * * * * * * * * * * * * * ** Additional Description: Developer Construction Cost: 200.00 WATER ONLY, EXEMPT, 1 1/2" METER INFORMATION: Water Meter Size: 1.50 Quantity: 1 Work Order #: Type: WTRO Issued: 04/28/1992 Approval Letter: 04/23/1992 Expires: 06/27/1992 Scopes: Square Feet: Phone: 206 - 246 -8585 FEES: Regular Connection: 225.00 Install Deposit: 350.00 Plan Check: 10.00 Inspection: 15.00 Turn On Fee: 25.00 Special Connect Fee: ,.00 Other Fees: :00 TOTAL FEES: 625.00 Acct No:. 401/388.102 Acct No: 401/386.520 Acct No: 000/345.830 Acct No: 401/342.400 Acct No: 401/343.405 Acct No: 401/388.101 ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** I understand that the charge for the meterinstal.lation portion of the water meter /service installation is based on the actual cost of materials plus labor including 17% overhead. I agree to pay the installation fee (deposit) on the signing of this application and the balance of the cost when billed (overpayment :will be refunded). Further, I agree to pay the regular connection charge,., administrative plan check fee, inspection fee and turn-on fee as part of this application.I further understand that the water service piping from the public main to the water meter box and shut -off valve (corp stop) shall be constructed at my sole expense. THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT s- AST 24 = RS IN ADVANCE. FOR AN INSPECTION CALL 433 -0179. Signature: Title:_ ' _1e�"`ende4 Company: U. i/ZS/ cciU,te Date: -7- ******************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *.* * * * ** * * * * * * * * * * * * * * * * * * * ** APPROVED FOR ISSUANCE: JAP Issued By: ■_ d. 1501V Authorized Permit Center Signature Date ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved By: Inspector Signature Date Pbt/ 9 04,Q 6 WATER METER BILL OF SALE KNOW ALL PERSONS BY THESE PRESENTS, That L),, L(" 257-1 /tj2wt).ec.7nv GrovyD a ene al partnership and existing by virtue of the laws of the State of S to5p, n , and), doing business in the State of Washington, located dt 3354 /d( s% _ ,Se devcmAti City of 7 ,Cw, /vc, , in /ern County, for and in consideration of the sum of ten dollars ($10.00 lawful money of the United States, to it in hand paid, the receipt whereof is hereby acknowledged, does by these presents grant, bargain, sell property , located at ,s,,� i3 f.i '/417.4 tque. , City of Tukwila, county of King, State of Washington, to wit: ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** LEGAL DESCRIPTION OF PROPERTY: .to7 Sa,,�1 �, aa..1 12... n3 /0.ct. 5 /?„ertbh I e., r v LorS 1 p' S . Fa5 6o - e.t j Haters gcco 'd, 7a /IO. T eeGOa -�e� vt uo (v of e. 13 0.5_ aye. �O 1,1 K. i vt y Go u c,t- y W aw 1, i k y7 54-1 . * * *11 )1* *1* *5f e*l * * *V* ; *IrliiV *°*3* ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** LIST OF MATERIALS /ASSET DESCRIPTION (Number of) / water meter box(es) (located at the above address) and (number of) /0 linear feet of (size) 11/2, -inch meter service line(s), with appurtenances, made of (type) -ryy/ae /c. 6 4°ei material, with an installation cost of $ C,"° , corfstitutes the list of materials for this turnover. ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** The seller herein covenants, agrees and warrants that it is the owner of said property and that the same is free from all liens and encumbrances and that it will defend the sale of said property, goods, and chattels, hereby made, against all and every person or persons whomsoever, lawfully claiming the same or any part thereo EXECUTED at (City this 42r day of SELLER: BY: 199.1. BY: TITLE: , Washington, TITLE: , 'o,,s 7 LJicu,- --Ct://-4 .erM7t-7 «/ ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** STATE OF WASHINGTON County of :,� r�' On this day p rsonally appeared before me A0V4,4,6, to me known to be the individual described In and•Aho executed the within and foregoing instrument, and acknowledged that the same as ___d:Q h4 s• free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this v1(' day 199x. Notary Public in and for the State of Washington, residing at INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO (206) 431 -3670 Project; C Li J fl Type of Inspe ion: /�!" , I Address; /313 0 vy /A.,. G Date Called: --=T -, � Special Instr ons; Date Wanted: ,4-92.m.- am. .m. Requester: Phone No.: _Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: IInspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERRMi• NQ. (206) 431 -3670 ro e : viiirripm Aisits ype o nspe ion: in 49 Sp: •a Instructions: G.-1n� Date Wanted: (P '12 1G. arn. p.m. Requester: Phone No.: ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: 653 Y / e74-s 3) emu/ /1,40. A' 2, s �- 1/3/ 3‘,8 Inspector: Dale: 6 yJ 02._ ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • INSPECTION RECORD 0(A p__(o Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 • ro a / fi ype o nspect a L - ` 4 ME .1 • , b S e te Ca es: ,5.,... tp,.. q a, Special Instructions: 'AWL/ it) I I 1 bt, AN OAtii%l ' `! Date anted: ....„ 0 , , 2 ell Requester: /4111W01111111111111111 Phone No.: 6 / Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: rL,„‘a :..�....5 c�-� SU► .. A.0 \or- Inspector:- -r'_.. Date: (c‘ ❑ $30.00 REINSPECTION FEE REQUIRED, Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Date: INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 C�9z-6 PERMIT NO. (206) 431 -3670 ProjegL S� W-- Type of Inspection; Addressss ::, �� f l <�' Date Called: 2 „9 ' Sp—iec al Instructions; Aate.Wanted; 3 -2 -9Z y am. i. Requester: phone No.: .1,4 ei _ 5Sq S Approved per applicable codes. COMMENTS: 0 Corrections required prior to approval. y IInspector: e' ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. eceiptNo.: Dale: ri �er�erL - tii.n� n..w .AACJAVAI S• • `0. INSPECTION RECORD Retain a copy with permit CITY OF...TUKWIIA BUILDING DIVISION 6300 Southceptdr8lvd., #100, Tukwila, WA 98188 PERMR N j (206) 431 -3670 Project: ' S ► ' .`esT ype o nspectio Q (1 ri nal Address: 3c q `1 � C...7 Date Called: J i. c J Special Instru Ions; `r C i5 f 2- G- • 30 • 11 -P--e . Date Wanted;l.(/ q� tp am, c Requester: I f Ij ! Phone No,: q _� Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' ,.- Cr... . an, 0 A r) a Pr-- ' -1”1 O `W., 1 o.,ir.,.- .11,1: -1 #F1 , .Pra, es)kprr10*5 fir~ frt IN tv5.2-4PkwE fAteCaveN f 2- G- • 30 • 11 -P--e . nspector :['"'1 ❑ $30.00 REINSPECTIO .FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd. `Suite 100. CaII to schedule reinspectlon. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0i PERMIT N0. (206) 431 -3670 Project J' Type of Inspection R .lub: / L 0 `+4 t,�'=te a e.: z..„( � cl�i ' Special Special In tr ctions: 7),6-t>,.. , ➢ ' ���► �"V I kAlle-ti C ) AA t . .r Date Wanted: Zri''% am. el. Requester: r ❑ Approved 06 hpplicable codes.. ❑ Corrections required prior to approval. COMMENTS: //6..7,5 ATC--44.41; $V /eti No, R-1,44,) nspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Cali to schedule reinspection. 4 ._t INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 locio"?lp PERMIT N0. (206) 431 -3670 roe ; 1 G� Qc ype o nspe ion: ill li 111 ijt �t'10� Address: , . Date Called: ( Li _ Special Instructions: Date Wanted: q 5_ 1C�( am.:. . ZW 1 - 1� 16fto Requester: 'R0.II(� 1 ccij, �`1 ny ) 6 Phone No.: u-�"I ,::J""15 ❑ Approved per applicable codes. )J Corrections required prior;to approval. COMMENTS: ' ::'. q1-0026 )3*C- c1! . \�. (r Wicr — ._ (liel(r) wri'f _ _ p -1e. = -)-S Poe /_. .- i utfal 1?- cam' p 9 P Pe-r14- al& Ill e 7 -- roe rm. 11 i -a t.''G 02 i (arn o—& )►.J fee- tut A.. -' - .i. . jr L ! CZ & al 0.. m' .i 0 . .Sa _ ! fili p ?' , , ( ❑ Approved per applicable codes. )J Corrections required prior;to approval. COMMENTS: ' ::'. q1-0026 )3*C- c1! . \�. (r Wicr — ._ (liel(r) wri'f _ _ p -1e. = -)-S Poe /_. .- i utfal 1?- cam' p 9 P Pe-r14- al& Ill e 7 -- roe rm. 11 i -a t.''G 02 i (arn o—& )►.J fee- tut A.. -' - .i. . jr L ! CZ & al 0.. m' .i 0 . .Sa _ ! fili p ?' , , ( Insperict:_� {�l W: ) �� // 00 REINFECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Date: .0— INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Cogan PERMIT NO, (206) 431 -3670 ro ect: I }s Ws .Q �I ype o nspe on: Pr�� wn6+. Address: 13 0 j t "'1 vi �,1 .5 Date Called: Special Instructions: • C° AGl✓1� Date Wanted: am. p.m. Requester: Ran d3 60n6on Phone No.: q ),q _ ‘551.45, O Approved per applicable codes. ❑ Corrections requilied prior to approval. COMMENTS: / v 6,4 4-t [Inspector: Date: O $30.00 REINSPECTION F E REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. :LOMII■la■WISNON■ City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Gary L. VanDusen, Mayor Control No. Permit No. Project Name Address ,3j 3o Willi° 5/ Suite Retain current inspection schedule )‹i'l Needs shift inspection Approved without correction notice A/ Approved with correction notice issued Sprinklers: d Fire Alarm: I/ Hood & Duct: Halon: // Monitor: 7 Pre-Fire: Al Permits: Authwsiz ur 77" DVe51 a e FINALAPP.FRM T.F.D. Form F.P. 85 0C- ( ""'-- BOSS & MAYES TESTING ENGINEERS, INC. • June 19, 1992 Tukwila Building Department 6300.Southcenter Boulevard Tukwila, WA: 98188 • Attn: Dave Larson Re: Riverton Tower Base 1.3130 44th Avenue S Tukwila, WA Dear Mr. Larson, Permit # 6926 This is to inform you that special inspection was completed for this project as per our attached reports. . To the best of our knowledge, all work inspected ,was •either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. Special inspection was provided for Reinforced concrete We trust that this provides you with the information which you require. Should you have any questions give us a call. Sincerely, BOSS & MAYES TESTING ENGINEERS, INC. Michael S. Dolder General Manager MSD:lmm JUN 2 2 1992 CITY OF•TUKWILA PLANNING DEPT. 1901536TH AVE, WEST, SUITE C • LYNNWOOD, WA 98036 • (206) 778 -4402 • FAX (206) 775 -9175 .�... BOSS & MAYES TESTING ENGINEERS, INC. US Construction Group P.O. Box 7417 Everett, WA 98201 _.....,.. .. Project - Riverton - •Tower Base 13130 44th Ave S Tukwila, WA Job #. 02892 Contractor: US Construction Group ,INSPECTION REPORTS 2- 19 -.92. Inspected reinforcing steel cage, for 6" caisson (x48.5' deep). The cage consists of 48 #10 bars x 48' long tied into #4 circular hoops at 4" 9" and 16" on center. Inspected per Alpha Tower design job 910088 sheet 1 general notes, specific notes, and details. Found rebar cage to be in accordance with specifications. Subsequently placed 70 yds,of mix 3165 (4500. psi) 3000 psi 5 sack, 3/8" agg. max concrete with flyash and water reducer as suppli.ed by.Lonestar N.W. of Seattle. Brundage /Bone pumped delivering :concete per full' length (sectional) pipe tremie initially to the bottom of the caisson rising with the . concrete (15 -. 202t) Prepared 1 set of 3 6x12" concrete test 'cylinders. Tested sample s].ump 7" placed concrete, at 6 1/2" to 7" slump.: Concrete temp. 57 degrees. INSPECTOR: Hans Roehrig FECMIA J JUN 22 1992 CITY OF ' T UKWILA PLANNING DEPT: 19015 36TH AVE. WEST, SMITE C • LYNNWOOD, WA 98036 (206)`778 -4402 • FAX (206) 775 -9175 �-° BOSS & MAYES TESTING ENGINEERS, INC. Project: Client: Contractor: Weather: LABORATORY TEST REPORT Riverton - Tower Base 13130 44th Avenue South Tukwila, Washington US Construction Group US Construction Group N /R. Product: Concrete Producer: N/R Sample Temp: N/R Slump: N/R '. Mix :Proportions: Coarse Agg: N/R Fine Agg.: N/R Water: N/R Mix Design ! N/R Job # : Permit # Date Made: 3 -92 Ticket #: N/R Entrained Air: N/R Cement: y • N/R WRA: N/R A/E Admix: N/R Type: N/R Date Received: 4 -13 -92 Design f'c /28 -day: 3,000 .Placement Location &'Notes: Contractor „made samples and brought. them into the lab.. •No other information available. Sample Date Number Lab :Date Made Tested 2a 2021 3 -3 -92 4 -13 -92 2b 2022 3 -3-92 4 -13 -92 19015 36TH AVE. WEST, SUITE C Age Load /lbs 40 169,500 40 160,000 INSPECTOR: REVIEWED BY: .Strength Size .PSI 6x].2 ' 5,980 '6x12 5,660 Contractor LYNNWOOD, WA 98036• (206) 778 -4402 FAX (206) 775 -9175 - BOSS & MAY TESTING ENGINEERS INC. LABORATORY TEST REPORT Project: Riverton.- Tower Base 13130 44th Avenue South Tukwila, Washington Client: US Construction Group Contractor:, US Construction Group Weather:' Clear 48 F Product: Concrete Sample.Temp: 57 F Producer: Lonestar Slump: 7" Mix Proportions: Coarse. Agg: 3/8" -1650 Fine Agg.: BSD -1627 Water: 31 gal .Mix Design # 3165, Job # • Permit # Date Made: Ticket #: 555679 • Entrained Air: No Fly ash: 100 Cement: 470 WRA: 23.5 oz /yd .A /E.Admix: N/A ' Type: N/R Date Received: 2- 20 -92. Design f•'c /28- day :.3,000 Placement Location & Notes :. One 6" diameter.by 48.5' deep caisson for Sea - Riverton Cast from lit .truck (027) of 70_c /y total Sample Number ..Lab la 1b lc 9363 9364 936,5, Date Made 2 -19 -92 . 2 -19 -92 2- 19 -9.2 Date Tested 2 -26 -92 ' 3 -18 -92 3 -18 -92 Age 7 28. 28. Load /lbs .Size 62,000 128,000 126,000 6x12 6x12 6x12 Strength. PSI 2,190 4,530 4,460 19015 36TH AVE. WEST, SUITE C • LYNNWOOD, WA 98036 (206) 778 -4402 L AX (206) 775 -9175 **********+******A*****k**+********+*************+*++*******+*** CITY,OF TUKNILA, WA TRANSMIT ****************a*+*****+***++***************+***+*****++******* TRANSMIT Number: 92000364 Amount: 625.00 04/28/92 14:42 Permit No PN92_0128 Type: PW-WM WATER METER PERMIT Parcel No; 784920-0340 Site Address: 13130 44 AV S Location: EQUIPMENT BU%LD%NG & TOWER Payment Method: CHECK Notation: US CONSTRUCTION In *+,********+*******,4******************+***************++WVM;%A.,* / Account Code 000/345.830 401/388.102 401/386.520 401/342.400 401/343.405 Description PLAN CHECK - WATER METER WATER CONNECTION WATER INSTALLATION (DEP) WATER INSPECTION FEE WATER TURN-ON FEE Total (This Payment): Total Fees: Total All Payments: Balance: 625.00 625.00 .00 Paid 10.00 225.00 350.00 15.00 25.00 625.00 GENERA GENERA GENERA GENERA GENERA TOTAL CHECK CHANGE 9332A000 10.00 + " � 225.00 ' 350.00 15"00 25"00 625.00 625.00 0.00 13:39 ! ;:�; GENERA GENERA GENERA GENERA GENERA GENERA GENERA GENERA. TOTAL CHECK 10.00 15.00 43.50 22.50 10.00 15.00 10.00 15.00. 141.00 141,00 CHANGE 0.00 8936A000 15 :11 „� ^{%��.' *** k** A•** k**** h****• k********** k*** * * * * * ** ** *7k * ** * * * * *** * * * * ** * ** CITY OF TUKWILA, WA Reprinted: 04/14/92 16 :07 TRANSMIT * ** *halt *h *** *k* ***********/ e******* ***h ****•kkk*k * ***k* **k * * * ***** TRANSMIT Number: 92000302 Amount: 25.00 04/14/92 16 :06 Permit No: PW92-0016 Type: PW -CCAS CURB CUT /ACCESS /SIDE Parcel Na: 734920-0325 Site Address: 13130 44 AV S Payment Method: CHECK Notation US CONST GROUP Xrtit: DLM * * ** * * * * * * * ** k ** * * * * * * * ** ********** *!r **** * * * * * * ***** *•k * ** * * * *h *k Account Code .000/345.830 000/342.400 Description PLAN CHECK - UTILITY INSP FEE - UTILITY Total (This Payment): Total Fees: Total All Payments: pal artce: 25.00 25.00 .00 Paid 10.00 15.00 23.00 } ** *****•* ***** ** *** ** ***** ** ** **h *** * * ***** * *k* *** ************** CITY OF TUKWILA, WA TRANSMIT * * * * *. * * ** ******* h************** k*** * * ** * *•k * * * *k * * * **** * * * * ***** TRANSMIT Number; 92000304 Amount: 25.00 04/14/92 16:05 Permit No: PW92-001p Type: PW-- HAUL HAULING Parcel No 734920-0325 Bite.Addreas3: 13130 44 AV $ Payment Method: CIIECK Notation: US CONST GROUP Irtit: DLM * * * ** *•k. *** fir*********************** *•k *** * * * * * * ** * * * * * * * * *** * * **k* :Account Code Description Paid 000/34;.630 PLAN CHECK •- UTILITY 10.00 000/342.400 INSP FEE - UTILITY 15.00 Total (This Payment) 25.00 Total Fees: Total All Payments: Balance: 25.00 25.00 .00 ; ********h*+*****+*+k**********a**A+*************+*+*+**********+ CITY OF TUKWILA, WA TRANSMIT *********+*******+****+*****+*+**********+**+*+****+*h********** TRANSMIT Number: 92000255 Amount: ` 25.00 03/31 ' 34 u Permit No: PW92-0019 Type: P-LJ LANDSCAPE %D''--'-ON Parcel No: 734920~0325 Site Address: 13130 44 AV O payment Method: CHECK Notation: US CONST GROUP Init: DLM *********m**+*************+**********+**+++************+*++***** Account Code Description Paid 000/345.830 PLAN CHECK - UTILITY ` 10.00 401/342.400 INSP FEE - FLH/LI/WME 15"00 Total (This Payment): 25.00 Total Feeo: Total All Payments: Balance: 25.00 25.00 .00 GENERA TOTAL CHECK CHANGE W8AU0O 25.00 25.00 25.00 0.00 ° ' **+*+**^*+*****+*********+*+++***********+**+***++*+*+*+*****+** 'CITY OF ? |%N%LA, WA Reprinted: 03/18/92 14:50 TRANSMIT *+*+*+***+**+******+******+*************************+**+*+Ak*** .U.NWMI. Number: 92000100A/ount: JOo.00 02/18/2 14:47 ` ' Permit Not PW92-0O30 Type:. PW_NM WATER METER v� parcel Na: 734920~0325 ' .� ' awrz . Site Address: i3130 44 AV S Pa ent Method� CHECK Nutation: DGM CONRACTURG ' Init: DLM ym ` ` � '+ity(*+ii******+**+***w*********+****+***************+************+ A c"unt Code Desorip| inn Paid ^ .401/386.510 WATGR TEMPORARYMETEQ 100.-00 Total (This Payment): ` 100.00 Total Total Fees: All Payments: Balance: 100.00 1OO"0O °0O GENERA 100"00 TOTAL 100"00 CHECK 100.00 CHANGE 0.00 7061A000 14:49 CITY OF TUKWILA 6200 SOUTIICENTERBOULEVARD, TUKWILA, WASHINGTON 98188 Non.c 9 \Atkin i Itdr� a PHONE # (206) 433•J800 MEMORANDUM TO: FROM: 6h-ra 1 U ,P BCY&'s DATE: SUBJECT: Gary L. VanDascn, Mayor ku3 U 3 c , IAck Fc- C�1c — U5 We- CRIv.trton� I3o-5o 44th t'sv 3 data\ �,off,yo ion I OJ `JCS • 00 PEon check Sv r t lo•o( 1.1.5• UTILITY Pr. OJ ECT TRACKING CHECKLIST PLAN CHECK NUjt1BE +R� ROUTING RECEIVED SITE ADDRESS Lid A' , SUITE NO. TYPE OF REVIEW TO PWD APPROVED REQUESTED COMMENTS PERMITS REQUIRED II X III PERMITS PERM T NUMBER APPROVED PLAN /LETTER DAT ISSUED Channelization/Striping/Signing Curb Cut/Access/Sidewalk Fire Loop/Hydrant Flood Zone Control Grade/Fill Hauling Landscape Irrigation Moving an Oversized Load Sanitary Side Sewer Sewer Main Extension (private) Sewer Main Extension (public) Storm Drainage Water Main Extension (private) Water Main Extension (public) Water Meter (exempt) size: No.: ❑ Deduct El Water Only Water Meter (permanent) sme: No.: y. Water Meter (temporary) size: ..:24 " No.: / ifk%'10,30 hi/if Other :, Gei /o /� Other: CONDITIONS OF PERMIT ISSUANCE OR FINAL SIGN -OFF OF PROJECT BUILDIN:3 PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place) CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING r,,�} PERMIT NO. l51"lQLO SITE ADDRESS: 13130 44 Av S SUITE NO.: DATE ISSUED: PROJECT: a- i-t-cia US West CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE "X" REQUIRED INSPECTIONS PHONE APPROVED PROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED x 1 Footings 431 -3670 x 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 7 Framing 431 -3670 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 10 Wall Board Fastening 431 -3670 11 12 13 14 FIRE FINAL Insp: 575 -4407 X 15 PLANNING FINAL 431-3670 X 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 (INSPECTOR COMMENT SECTION ON REVERSE) INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be Installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 00n4/170 tAN REVIEW, `COMMENTS Plan Check No.: "1 L"" 1' Project: L16i1" REQUIRED INSPECTIONS 0 No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296. 4722). OElectrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277- 7272). All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the Job site prior to the start of any construction. 6. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being Inspected. 0 All structural concrete to be special Inspected (Soc. 306, UBC), 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high- strength bolting to be special inspected (Sec. 306, UBC). 10. Any new coiling grid and light fixture installation is roquired to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. . 12. Readily accessible access to roof mounted equipment Is required. 13. Engineered truss drawings and calculations shall be on site and available to the building Inspector for Inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 14. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations givon In the soils report prior to final Inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). 0 All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition),'ifetrn ), ede-(1 30- .Edifice), - a444- 1.4fas alagteR-B .Edition}~ 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296-4787, at least three working days prior to desired Inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be Issued by an approved agency having a service for inspection at the factory. 0 Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special Inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43-8, shall be special Inspected. 22. All wood to remain in placed concrete shall be treated wood. Cs All structural masonry shall be special Inspected per U.B.C. Suction 306 (a) 7. ()Validity of Permit. The Issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the Jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25, A Certificate of Occupancy will be required for this permit. 1. Footings 2. Foundation 3. Slab /Slab Insulation 4. Shear Wall Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney 7. Framing 8. Insulation 9. Suspended Ceiling 10. Wall Board Fastening 11. 12. 13. 14. Fire Final 15. Planning Final 16. Public Works Final 17. Building Final 0 No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296. 4722). OElectrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277- 7272). All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the Job site prior to the start of any construction. 6. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being Inspected. 0 All structural concrete to be special Inspected (Soc. 306, UBC), 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high- strength bolting to be special inspected (Sec. 306, UBC). 10. Any new coiling grid and light fixture installation is roquired to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. . 12. Readily accessible access to roof mounted equipment Is required. 13. Engineered truss drawings and calculations shall be on site and available to the building Inspector for Inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 14. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations givon In the soils report prior to final Inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). 0 All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition),'ifetrn ), ede-(1 30- .Edifice), - a444- 1.4fas alagteR-B .Edition}~ 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296-4787, at least three working days prior to desired Inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be Issued by an approved agency having a service for inspection at the factory. 0 Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special Inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43-8, shall be special Inspected. 22. All wood to remain in placed concrete shall be treated wood. Cs All structural masonry shall be special Inspected per U.B.C. Suction 306 (a) 7. ()Validity of Permit. The Issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the Jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25, A Certificate of Occupancy will be required for this permit. City of Tukwila 6200 Southcenter Boulevard • Tukwila, Washington 98188 Plan Check #91 -371: US West 13130 44 Av S John W. Rants, Mayor THE FOLLOWING COMMENTS APPLY TO AND BECOME AT THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER UJ . 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277- 7272). 3. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 4. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 5. All structural concrete to be special inspected (Sec. 306, UBC). 6. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 7. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition). 8. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Phone: (206) 433.1800 City Hall Fax (206) 433-1833 US West Page 2 10. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. City of Tukwila John W. Rants, Mayor April 23, 1992 Department of Public Works . Ross A. Earnst, P. E., Director Peter Stricker Jean Fraley and Associates 202 Lake Washington Boulevard Seattle, WA 98122 SUBJECT: U.S. West Equipment Building and Tower 13130 44th Avenue South (Plan Check No. 91 -3711 Utility Permit Approval Dear Mr. Stricker: The Public Works Department has reviewed and hereby approves the irrigation site plan received on April 22, 1992, for the subject. development. Please contact the Permit Coordinator at 431 -3672 to have the following permit prepared for pickup: Water Only Meter, Exempt, 1 1/2 " mi •(Pert Fee = S625.00) Enclosed is a blank Bill of Sale Form. Please complete this form, have it notarized and .return to Arline McCready in Public Works. The above permit is being approved in accordance with the work shown on the enclosed approved plan. Any deviations from this plan should be submitted for additional review and approval prior to construction. The Deduct Meter Permit which was previously approved is,no longer applicable and is hereby voided. If you have any questions or need clarification on any issue, please call me at 433 -0179. Sincerely, John A. Piero/ P.E. Associate En eer JAP /amc cf:.Utility Accountant City Utilities Inspector (w /copy of approved plan) Permit Coordinator Development File: U.S. West Equipment Building & Tower Enclosures (2) a/s amc:13:USWEST 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431-3665 RZA -AGRA (Rittenhouse -Zeman & Associates, Inc.) Engineering & Environmental Services 25 February 1992 U.S. Construction Group, Inc. P.O. Box 7417 Everett, Washington 98201 Attention: Subject: Gentlemen: Randy Bonsen Summary of Construction Observation Services Sea - Riverton 2 Communication Tower 13130 44th Avenue South t�kwiia hington Permit No. 692'6 11335 NE 122nd Way Suite 100 Kirkland, WA 98034-6918 (206) 820 -4669 FAX (206) 821 -3914 W- 7687 -1 At your request, we are writing this letter to summarize our observations concerning the drilled pier installation at the above referenced project site. Upon arrival on site, drilling was in progress using a 4 foot diameter bucket style auger and a one foot cutting bar to achieve a 6 -foot diameter pier. We observed that the upper portion of the bore had been cased to a depth of approximately 8 feet and a water column was maintained to approximately existing ground level within the shaft to aid in side wall retention. The boring was terminated at a depth of 50 feet, extending approximately 12 feet into a dense glacial till with gravel to boulders as observed in the cuttings. A final cleaning of the bottom, performed approximately 45 minutes after the final depth had been achieved showed no evidence of shaft caving during that period of time. We observed a 48.5 -foot long by 5.5 -foot diameter rebar cage placed unimpeded into the drilled shaft. The concrete was tremied using a pump truck with steel tubing extending approximately 51 feet down the center of the pier. A final depth measurement of approximately 51 feet was taken from the center of the shaft just prior to placement of the concrete. The tremie tube was maintained at 15 to 20 feet below the concrete level in the column with the displaced water pumped from the pier and removed from the site by tanker. The concrete level was brought to just above the bottom of the casing at which point the remaining water which had been maintained at approximately 1 foot below ground level was removed. The casing was then withdrawn with no significant caving observed. The slough and slough contaminated concrete, which made up the upper 1 to 1.5 feet of the concrete column, was removed by pump truck due to some contamination �. AGRA Earth & Environmental Group U.S. Construction Group, Inc. 25 February 1992 with soil. W- 7687 -1 Page 2 The anchor bolts were then set into place and the remainder of the concrete was tremied into place with a stinger vibrator used to settle the concrete around the bolts. As an additional check for distortion of the drilled shaft, we monitored the actual versus theoretical shaft volumes throughout the concrete placement. No significant deviation was observed in our opinion. In our opinion, the installation of the drilled pier we observed was performed in accordance with project plans and specifications, and the recommendations of our geotechnical report. We trust this letter serves your needs. If you have any questions regarding this letter or require additional Information, please do not hesitate to contact us. Respectfully submitted, RZA AGRA, Inc. py Eric J. P zin Staff Geologist Thomas A. Jones Project Engineer ames S. D Associate field, P.E. �1,� ;l 23S 53 STVgS� ''.13 � SrO:tALl'',4ro EXPIRES 121 19 ! .3 AGRA Earth & Environmental Group r City of Tukwila 6200 Southcenter Boulevard • Tukwila, Washington 98188 John W. Rants, Mayor February 5, 1992 Peter Stricker Jean Fraley and Associates 202 Lake Washington Boulevard Seattle, WA 98122 SUBJECT: U.S. West Equipment Building and Tower, 13130 44th Avenue South Utility Permit Application (Plan Check No. 91 -371) Dear Mr. Stricker: The Public Works Department has reviewed and hereby approves the site plan for the subject development with changes as noted on the enclosed plan. In accordance with our telephone conversation on January 31, 1992, a 30 foot wide strip of land, adjacent to this parcel and the one immediately to the northwest, is public right -of -way in line with South 132nd Street. This was not previously known or identified on the plans. It changes irrigation design and permit requirements slightly, but will not result in the delay of the issuance of the Building Permit. Please contact Denise Millard, Permit Coordinator, at 431 -3672 to have the following permits prepared for pickup: 1. Curb Cut /Access /Sidewalk Permit (Permit Fee = $25.00) This permit provides for your access onto South 132nd Street. The entire access to this property, as previously stated, requires Fire Department approval. 2. Land Altering Permit (Permit Fee = $66.00) This fee was calculated based on 245 cubic yards of imported fill as the total measure Phone: (206) 433-1800 • Clry Hall Fax (206) 433.1833 of land altering activity and breaks down as follows: Plan Review Fee = $22.50 Grading Permit Fee = 43.50 Total $66.00 3. Hauling Permit (Permit Fee = $25.00) The following documents shall be provided prior to any hauling activity: A. A copy of the Certificate of Insurance coverage (minimum of $1,000,000) naming the City of Tukwila as insured. B. A $2,000 bond made out to the City for possible property damages caused by activities. C. A map which shows the haul route. 4. Landscape Irrigation Permit (Permit Fee = $25.00) It appears that your domestic meter is tied in with the City's water system rather than that of Water District No. 125. This information is not indicated in the project file. Since the adjacent property is public right -of -way, the deduct meter, double check valve assembly and irrigation lines need to be relocated outside of the right -of -way since these items are privately owned. The deduct meter should be at the property line. 5. Storm Drainage Permit (Permit Fee = $25.00) 6. Water Meter, 1 ", Exempt (Deduct) Permit (No Permit Fee,_,),,, Please contact the City Utilities Inspector to schedule an inspection of the facility prior to sign -off. You are referred to other City agencies, including the Fire Department and the Building and Planning Divisions, for other requirements which may affect the commencement of this work. The above permits are being issued in accordance with the work shown on the enclosed approved plan. Any deviations from this plan should be submitted for additional review and approval prior to construction. If you have any questions or need clarification on any issue, please call me at 433 -0179. Sincerely, John A. Pierog / /P.E. Associate Engi(x eer Public Works Department xc: Utilities Accountant City Utilities Inspector (w /copy of approved plan) Permit Coordinator Development File: US West Equip. Building & Tower Read File Enclosure a/s r City o Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor January 30, 1992 Fire Department Review (512) Control #91 -371 Re: U.S. West - 13130 - 44th Avenue South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. A fire alarm system is required to be installed and functionally tested. (UFC 10.301) All devices, combination of devices, appliances and equipment installed shall be listed for the protective signaling purpose for which they are used. (NFPA 72A, 2 -2.2) (UFC 10.301). Call the Tukwila Fire Department at 575 -4404 for approval of any system shut down. Have job site address, name, and the Tukwila Fire Department Job Number available to confirm shut down approval. (UFC 10.301) 2. All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NEC 70) (UFC 85.101) All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. (NEC 70) 3. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.208) This review limited to speculative tenant space only - special fire permits may be necessary depending on 1t r* City o Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 detailed description of intended use. John W. Rants, Mayor Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly The Tukwila Fire revention Bureau cc: T.F.D. File slj City of Tukwila 6200 Southcenter Boulevard • Tukwila, Washington 98188 John W Rants, Mayor January 28, 1992 Peter Stricker Jan Fraley & Associates 202 Lake Washington Boulevard Seattle, WA 98122 SUBJECT: U.S. West E. i•ment Bld . & Tower 13130 44th Avenue South Re uirements for Utilit Permits Plan Check No. 91 -371 Dear Mr. Stricker: The building permit file for the subject development was recently reviewed by the Public Works Department. Due to insufficient information, it was difficult to determine whether or not any utility permits would be required from the City. I am enclosing a copy of the Utility Permit Application Form for your use. Specific information needed for each type of permit applied for is listed on the back of the Form. It appears that a Land Altering (Grade /Fill) Permit will be required since the fill exceeds three feet in depth. We have the following additional comments: 1. Referring to the requirements for this permit, two foot existing and proposed contours need to be shown for the development. An estimate of the yardage of cut and fill and the quantities of materials, if any, being hauled to and /or from the site should be indicated. This will determine whether or not a Hauling Permit is required. An erosion control plan incorporating temporary measures needs to be addressed. 2. The storm drainage flow pattern for the site also needs to be shown on the site plan. 3. The existing fence is shown as being located on private property. It may in fact be State owned. Prior to any relocation of the fence, the Department of Transportation should be contacted. 4. Please refer to the drawing that was FAXED to you on January 23, 1992 concerning the proposed Southgate Creek Fish Enhancement Project. The new channel identified as Reach "B" and the bypass identified as Reach "I" are located along the southeastern and northeastern (near the toe of the Highway 599 embankment) of this parcel. The final alignments of these creek reaches have not yet been determined. Phone: (206) 433-1800 • City Hall Fax (206) 433-1833 However, after field checking the conclusion that the City will easements from the property owner that the creek will be constructed site, it is my need to request if it is decided at this location. The need for easements will be most critical at the southern corner of the property and, depending upon final location of the creek, possibly the eastern corner. The creek will probably be routed onto the State highway right -of -way as it proceeds northerly from the eastern property corner. The current plans show the fence being relocated from these critical areas. This will provide area for easements for construction of the creek without conflict. However, the plans also show a new irrigation line running along the property line. It is requested that the irrigation line design takes into account the possible future creek construction. I would be happy to meet with you to discuss this. 5. The existing access and /or utility easement needs to be clearly shown and all related development contained within that easement. Access and the turnaround need to be reviewed by the City Fire Department also. I think I development referred to Divisions, preparation have covered everything you need to do to move your forward from a Public Works perspective. You are other City agencies, including the Building and Planning for other requirements and comments which may affect the of a revised site plan or plans for this work. Please submit six (6) copies of revised plans to the Permit Coordinator at the above address and in accordance with the above comments. If you have any questions or need clarification on any issue, please call me at 433 -0179. Sincerely, John A. Pierog,('.E. Associate Engineer Public Works Department xc: Permit Coordinator Development File: U.S. West Equipment Building and Tower Read File Enclosure a/s JP /amc:10:stricker CITY OF TUKWILA 6200SOUT!!CENTERBOULEVARD, TUKWILA, WASHINGTON 98188 December 4, 1991 John Hunt 2205 Seattle Tower Third and University Seattle, WA 98101 PHONE 11 (206)433.1800 RE: 91 -3 -CUP: US WEST Cellular Phone Facility Dear John: Gary L. VanDuscn, Mayor On November 18, 1991, the Tukwila City Council voted to uphold the Planning Commission's decision which approved construction of a cellular phone facility at 13130 44th Avenue South. In order to review the building permit application (Plan File No. 91 -371) for this project, a complete set of revised plans must be provided. The revised landscape plan must include the conditions made part of the Conditional Use Permit. The following must also be provided: 1) An irrigation plan and irrigation schedule 2 A Maintenance. Agreement A copy of a maintenance agreement used for a similar project has been enclosed as an example. The agreement should describe the maintenance program and inspection schedule for the replacement of dead or dying plant materials. The name of a contact person or responsible party for maintenance should also be provided. You may contact me at 431 - 3663 if you have further questions. Sincerely, Denni Shefrin, Associate Planner Enclosure. CC: 91 -3 -CUP Plan File No. 91 -371 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 July 29, 1991 Gary L. VanDusen, Mayor RECEIVED. JUL311991 FRALEY /HOLSMAN Mr. Robin Murphy Jean Fraley & Associates 202 Lake Washington Boulevard Seattle, Washington 98122 Re:, U.S. West Monopole Tower and related equipment building, Variance requests Dear Mr. Murphy: I have received and reviewed'your variance requests. It is acceptable to have the access road narrow .to 18' at one point as long as 20' =is maintained for the rest of the road. Considering .the size of the equipment building, and that it is unmanned, ,I will not require you to install another hydrant closer than the one that is 185' away. If you have further •questions regarding these matters, please contact me. Nick Olivas Assistant Chief /Fire Marshal NJO:ncd RECEIVED CITY OF TUKWILA SEP03lbi PERMIT CENTER • • • • May 3, 1991 Interstate Mobilephone Co, d /b /a Cellular One 617 Eastlake Avenue E Suite 200 Seattle, Washington 98119 Re: 12228 51st Place S, Allentown, WA Dear Sirs: 1 agree to maintain the lawn area of the above referenced property. This maintenance will consist of regular lawn mowing as needed. Cellular One will be responsible for the maintenance of the landscaped area of their leased area. I also grant permission to Cellular One to erect a chainlink fence across the Iron •roperty line of the above address if required by the City of Tuk rt M. Burke RECEIVED CITY OFTUKWILA MAY 6 1h1 PERMIT CENTER McLaren • Peterson •associates, Inc. Consulting Engineers 820 John Street, Seattle, Washington 98109 Office (206)622-4580 / Fax (206) 622 -0422 JOB: DATE./ -5 - BY 5'S SUBJECT: csi "Y 67: "1-UKt,NILA • I i 1 ufilNCsrt y S. � ' S.C.) I � E ; TTi I t ' 0 q Y4. i. 3_x:'. 2��:.X. Lit • ,• ,, ;ate; "cam 1p,, { 1 w.�4 pc VA/$...53 fP/F vF .L L. _; I 1 4E1 /AS 77. 12.41+ C7 0 ,T.L.H McLaren • Peterson •Csociates, Inc. Consulting Engineers 820 John Street, Seattle, Washington 98109 Office (206) 622-4580/ Fax (206) 622-0422 i 71 2.3-1 ft/P7 JOBt pS rr P5 t fi DATE% 12•- By sz f f • • * . 7 • .4p . . .L.c!_..4,0 !"..(.6..1_;(o"...:It..1:.0:i1*.) .x Z.5.. i....!..,- .__Z S.A..,S . _r_.•___i_z.9___(.4-7_1-0S.p.s..--r- . 1 . 20 : , • ........ I ' ' •• . • , ! : , . -2, 1 1 lisli. ...i.z...-'....3/4"...* ,>0 t." ,-1-t(2.; ! 1 __ ... 1 1 _._ii<..Wt......9a.0. .,".i.__:__9j&Y".'..__1_,#.6'st-,b‘4Ciie- ' i , , j . . , ) L I ; 1, i 1 _L_ • , . _ .........i...._ 1 kb6-rycLi.. !0...., _e., __ J,_._, (17.:4 l• ! ' , i 1 ! , , . . , . i . . , , , • -,, , ., : • , . , L.,_ ' ; i , ,, i i • . , , 1, , ■ i ___ I r f ' , „, .,...._ , I t : ! ; ' i .i. i •••■■•••■•, *L... • -4- Valmont Industries, Inc. Valley, Nebraska 68064 402- 359 -2201 7 /P2 /4/ 10535- R I K� U. S WEST /New IlEcTo R ENGr,IEER'NO FoR (z) lzo' Mew oFbt.ES e LI.D /: 90 MPH /4-E (nt...ANFo.'s). . ciO4IE: 50 mm Mosce (7 s) sza Sn%a le e , INAsHi /06Yw.,. Sco, 6-41-58(P6r2 N LcADIN6 ! , \ALA-No Ar . �'�A7lo2rr, (/M')wim 5i 51Ce Ruse / /th BERmwi07H= b,(° /8) SobNER 8CRlo Arr►rnMs RA-miRrn /7u,7yoe //8 _._...____..�..�... T# S. . (Vr .. , . (/) 61D " HP m/w Di5k (/8) e Ito • Lop 4'I ............ . EPA E_...68_,_7 Z.._....... W. 3ctc, , EPA = .(8) z >63')I Q) = 7q,3 W = ....._ .151 .( 55...0 8ci * ),=.1460 DD32� _ �/ .3, EPA - ,00zst; (/� !)) - ....[Qr•(F- I ('11) 42 I. EPA = 57,7-, z �l. -.. Z Soo. CPS = 18)14i—r)(10fiZ): 66.(4T VP- 181(5) 61/0� 3, EPA.- 'f 1,1 () _ 3s n kV= 650-it RECEIVED CITY OF TUKWILA SEP03191 PERMIT CENTER RECEIVED AUG -71991 FRAIY /HOLSMAN CATALOG 801C NOVEL SIDEFED DIPOLE DESIGN OFFERS: • 12 dB Omnidirectional Gain • Bandwidth to 100 MHz • Constant Beam Tilt and Heavy Null Fill • Directional Horizontal Patterns • Patent Applied For 800 MHz /900 MHz..::. Mobile /Cellular /Pa ase Station,.,. ``° MODELS BMR 10 (A /B /H), 12 (A /B /H) -SMR BCR 10 (A /B /H), 12 (A /B /H)- CELLULAR BPR 10 (A /B /H), 12 (A /B /H)- PAGING • r' BOGNE ' 'Is a registered trademark of the * ' Bogner Broadcast ,:.; ? Equipment Corp. 1984 BBEC Bogner is the leading manufacturer of UHF broad- cast antennas. Since the FCC reassigned UHF channels 70 -83 to land mobile /cellular radio, Bogner has applied its broadcast technology ex pertise band. No statiori'a omni gai tennas in this same ue•broadcast quality base • MHz and 12 dB minimum SPECIFICATIONS (All models designed to meet or exceed El GENERAL SPECIFICATIONS ELECTRICAL: Design Frequency Band Polarization Null Fill Vertical Plane Beamwldth Beam Tilt* . Input VSWR* Input Connector Max. Input Power* Lightning Protection • MECHANICAL: SERIES 10 MODELS Length Diameter Antenna Weight Survival Wind* • Max. Wind Shear Max. Bending Moment Mounting • Materials Mounting Bracket Weight Shipping Size and Weight AND,,-;GAIN SPECIFICATIONS PATTER 0; --360° COVERAGE OmnadlreetIonat .]:b dB Max.) 2.1, , PEAK GAIN VALUES MODEL GAIN (see Flg. 1)....: ,nr (above a dipole);:`; BMR 10 10.0 dB * : ;' BCR 10 10.0 dB BPR 10 10.0 dB BMR 12 12.0 dB BCR 12 12.0 dB BPR 12 12.0 dB Model BMR (806- 866MHz) 60MHz Band Width Model BCR (825- 890MHz) _ ..•:..,:. 65MHz Band WIdth:'•'t • Model BPR (928- 960MHz) :. ;::`;; • 32MHz Band Wldth"i Vertical Uniform signal strength on ground from antenna site to horizon (see Fig. 3 or 4) See Fig. 3 or 4 —11/4° 1.5:1 Max. Type N Female (50 ohms) 500 Watts Top rod grounded to base mount:.. ° •COVERAGE EAK GAIN VALUES ".!,, ODEL- ', GAIN (see Fig. 1) • (above a dipole) 12.3 dB 12.3 dB 12.3 dB 14.3 dB 14.3 dB 14.3 dB SERIES 12 MODELS Length Dlameter Antenna Weight Survival Wind* Max. Wind Shear Max. Bending Moment Mounting Materials Mounting Bracket Weight Shipping Size and Weight 13 Feet (plus lightning rod) 64 Inches • 55 lbs. (without 91 bracket) 50 psf (112 mph) 242 lbs. (112 mph) 1570 tt Ib. (112 mph) See back page Aluminum and fiberglass 25 lbs. (steel, galvanized) Approx. 12" x 12" x 160"; 95 lbs. BMR 10 -A BCR 10 -A BPR 10 -A BMR 12 -A BCR 12 -A BPR 12 -A COVERAGE 20 Feet (plus lightning rod) 61 Inches 92 lbs. (without B1 bracket) 50 psf (112 mph) 380 lbs. (112 mph) 3791) ft lbs. (112 mph) See back page Aluminum and fiberglass 25 lbs. (steel galvanized) Approx. 12" x 12" x 245 "; 145 lbs. PEAK GAIN VALUES MODEL GAIN (see Fig. 1) • In addition to the standard models and specifications listed above, the following are also available as an option: • Other directive horizontal patterns beside omnidirectional and cardioid • Power handling to 3000 watts • Coverage of any band up to 100 MHz wide (botween 800 and 960 MHz) with VSWR under 1.5:1 • VSWR under 125:1 over a 60 MHz band • Design to 180 psi (212 mph) wind survival (13' long model only) • Other electrical beam tilt values //. !;�__ • BMR 10 -B BCR 10 -B BPR 10 -B MR 12 -B BCR 12 -B BPR 12-9 (above a dipole) 14.0 dB 14.0 dB • •14.OdB , 16.0 dB 16.0 dB 16.0 dB PATTERN .H =T1 o 45° SECTORS COVERAGE 17. • PEAK GAIN VALUES MODEL. GAIN (see Fig. 1) •••rr BMR 10.H BCR 10.H BPR 10•H BMR 12•H ' BCR 12•H BPR 12•H (above a dipole) 14.8 dB 14.8 dB 14.8 dB 16.8 dB 16.8 dB 16.8 dB (, DATE 07/23/91 120'POLE ORDER 10535 -91 U.S. NEST /NEN VECTOR 0 BY VALMONT INDUSTRIES • .. U1 .14414.1 • Iu • • 0. 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W •••• NN J O �! 40' CO ::Z•: ■ a aw NU .0 U (pia N4 IL U.1 N 4 N O 1u N a CD W CO .J •■• OG u. W N vs H 2 z co m W N 0••• O Oa CUM F W NN 1 O .0 -. Loa N 0 010• 1 N LLJ PAO iC r1 h 0 mit a< x: X M * * * •• U' N * M M ^• ZN�•c;:j+f.::•* .7•r01 0 a N :::!:0 * CC. a• a� •o 1.14 M >.: * * . * * Z CO N': * 0 0.0.:;.: H N H.:. 4UX i• JL 1;'M:'JhNN�` QO WM .::�.WY• OZMI.4�.J W U :'.•:•0;:: 0. W X X:. • 4 ~ X »''- UU N N '-•W 0 �aaimt pFpppnou. O 4 4.0'J gine 0 IL AC HI 4S.WIX: 0 Z(11 J LnATIS ENGINEE 4 ammemosimmamell PROJECT JOB NO DESIGN CALCULATIONS 120' MONOPOLE TOWER & FOUNDATION RIVERTON Site SEA Tukwila Washington For US WEST/NEWVECTOR GROUP, INC. N" ? 7 1991 Bellevue Washingtorr ' ""n —ir i nr pr PROJECT #910088 WASHINGTON SITE SEA - Riverton Prepared By: E. MARK MALOUF, PE Sr. Project Engineer Approved By: ROBERT C. HALL, JR. Registered Professional Engineer Washington #16628 November 25, 1991 ViLicir.;11\Y/E0 DEC 11 1991 D P T._.. ALPHA TOWER DESIGN INC ENGINEERING CONSULTANTS 901 WATERFALL WAY SUITE 203 RICHARDSON TEXAS 75080 DESIGN CALCULATIONS Sheet _Lofhp MONOPOLE CALCULATIONS Ati ita, &OWL Aar., 31v.. , Richardt Texas, (214) 783 -2578 Sheet ofJ. Rm... J. L pl ttswitf uu � S uNp <NM ELEV. TOP I STEEL MONOPOLE POLwAnaT J. MOUOPOI-E ELEVATION MONOPOLE DESIGN REVIEW SITE : SEA - Riverton, Tukwila, WA. JOB #: 910088 Monopole Height : 120 Ft LOADING CALCULATIONS From the 1988 UBC Code, and for this site we have: Basic Wind Speed = 90 Mph Exposure ='C' Ice Thick = 0.50In Ce := 1.8 (Table 23G) Cq := 1.1 (Table 23H) qs := 21.0 Psf (Table 23F) I := 1.0 The Design Wind Pressure is given by: p := Ce • Cq • gs • I (Eq. 11.1) D = 41.6 Psf Use P := 42.0 Psf Determine Concentrated Force at Top: Antennas: (3) ALP 6014 ©118' (30.7 sf) (1) 2'HP ant ©118' (4.4 sf) (6) ALP 9214 ©75' (92.3 sf) Then: A1=30.7 +4.4 = 35.1 sf ; A2 =92.3 sf Aproj 1 :- 35.1Sf Aproj 2 :- 92.30 Sf F1 := P• Aproj 1 F2 := P• Aproj 2 F1 = 1474.2 Lbs F2 = 3876.6 Lbs Determine Base Reactions from Wind Loads: I. OVERTURNING MOMENT: H := 120.0 ft - Monopole Ht ODb := 36.3 in - Dia © Base ODt := 15.75 in - Dia © Top MOM :- F1 •H +F2 •(75) + H•(ODb +1) +(ODt +1) • 1 .P H 2 12 2 MOM = 1.1.106 ft-lbs Using EIA RS222E requirements, the base OT Moment controls over UBC requirements. Refer to computer printout for details. Use Mom := 1222. ft-K - Overturning Moment Base (per Valmont) Inc., Richard. , Texas, (214) 783 -2578 SheetJLofj_k_ 11. HORIZONTAL BASE SHEAR: Ph := F1 +F2 + H•(ODb +1)2 (ODt +1) 112 P Ph = 16701.3 Lbs Using EIA RS222E requirements, the base Shear controls over UBC requirements. Refer to computer printout for details. Use Phz := 17.5 Kips - Horiz Shear (per Valmont) 111. VERTICAL LOAD1 Use Pvt := 14.2 Kips - Vertical Load (per Valmont) From 1988 UBC, the site is in Seismic Zone 3, Then we have: Z := 0.300 (Table 231) I := 1.00 C := 2.75 (Max Value) Rw := 4.0 (Table 23Q) W• =Pvt Determining the Total Lateral Seismic Force, the Seismic Base Shear is given by: V := Z•I•C w Rw (Eq. 12 -1) V = 2.9 Kips - Seismic Base Shear From above calculations, the Wind Loads Control - USE WIND LOAD REACTIONS FOR MONOPOLE DESIGN CHECK The Monopole is analyzed for the above loading. Refer to the following sheet for more details on analysis results. Yetovb Seel 1b, 3,no. Richardson, Texas 214 - 783 -2578 MONOPQLE ANALYSIS: MONOPOLE HEIGHT : SITE LOCATION : CUENT NAME JOB NUMBER 120 FT - Valmont SEA - RIVERTON, Tukwila, Washington US West / NewVector #910088 Sheet -,_ofj By : MM Program Description: The monopole is modeled for the computer analysis as a uniform cantilevered beam with a fixed support. Monopole is divided into 5' element members and antennae are applied as concentrated Toads. The analysis is done in conformance with EIA RS222E Standard. Specifications / Code q Reuirements: Basic Wind Velocity Specified: 90.00 Mph ** Control Ice Thickness : 0.50 Inch UBC -88 Code Wind Velocity : 80,00 Mph Antenna Loading : 1 -2' Dia HP Ant ®118' 3 -ALP 6014 Ants on T -Arm 0118' 6- ALP9214 Ants on 2 -T -Arm 075' Monopole Characteristics: Pole Height : 120.00 Ft Pole Taper : - 0.1800 in/ft Pole Weight : 10.40 Kips Base Diameter : 36.30 Inch Steel Yield Strength : 65.00 Ksi Pole Shape : 12sided Summary of Analysis : MOMENT O BASE SHEAR 0 BASE ■ VERT WT OBASE st MAX STRESS RATIO Proj Area= 4.40 Sq.Ft Proj Area= 30.70 Sq.Ft Proj Area= 92.30 Sq.Ft 1316.11 Ft -Kips 17.06 Kips 14.56 Kips 1.198 Less Than 1.33 - SATISFACTORY Page 1 4kr., 3otovi, Dew,, 3no. Richardson, Texas 214 -783 -2578 MONOPOLE ANALYSIS: (Continued) MONOPOLE HEIGHT : SITE LOCATION JOB NUMBER 120 FT - Valmont SEA - RIVERTON, Tukwila, Washington #910088 Monopole Wind Loading: Memb # ropElev Thick O.D. O.D.ice Ft In In In 0.250 23 115.00 0.250 22 <11;000' .250. 21 105.00 0.250 Sheet of 1(9 By : MM C f Shear* Mom Ki.s ft -K 19.20 20.20 1.265 170.4 ....................... 1.027 .1;027: 1.027 1;:027, 10,21 3. 1.027 10.67 404. 1:.027; 111 1.027 11.61 13 11 65.00 0.281 60:00 0:281 55.00 0.281 24.60 25.60 26:50 26.40 27.40 9 45.00 0.281 28.20 0.313;.x:::29.1. 29.20 1.214 211.5 1.186.' 216.5 1.157 221.1 1:126 1.093 228.9 57 ` `' :232: Page 2 1.027 12.56 02' 460. 518. '578. 641. *la Jam, Sethin, 3no. Monopole Wind Loading:(Contlnued) SheetZof.j By : MM 5.00 0.313 35.40 36.40 1.000 273.0 1.027 16.51 1231. .027:. 17 06 :;1316. Horlz Wind Shear Is calculated per EIA RS222E sect 2.3.2 AVIV/ X0„011, BetioiYL, t9no. Richardson, Texas 214- 783 -2578 MONOPOLE ANALYSIS: (Continued) MONOPOLE HEIGHT : SITE LOCATION JOB NUMBER 120 FT - Valmont SEA - RIVERTON, Tukwila, Washington #910088 Monopole Wind Loading: Sheet S of I (P By : MM Memb # ropElev Thick Q.D. I.D. S Mora MIS Fb* Ratio, Ft In In In In4 ft -K Ksi 24. 120.00 0.250 14.70 14.20 40.3 1.9..:.. 95 00 0 250;: 15.60 15 1 f 45 5 73 19 157 ' 41 85 ` 0 458 18 90.00 0.250 16.50 16.00 51.1 93. 21.792 41.85 0.521 ..... 8 63.7 115 ? 1 58Q.:.::41 85 0. 16 16 80.00 0.281 18.30 17.74 70.6 138. 23.475 41.85 0.561 Page 4 ,tiVia Yom,, °B air, t9no. Monopole Wind Loading:(Continued) Sheet 9 of Ilo By : MM Memb # TopElev Thick Q.D. Ft In In 11 55.00 0.281 26.40 45.00 0.281 28.20 35.00 0.313 30.00 I.D. Mom M/S Fb* Ratio In In4 ft -K Ksi 25.84 149.1 518. 41.692 41.85 43:'489 27.64 170.5 641. 45.137 41.85 201 29.38 214.1 25.00 15.00 ................ 5.00 0.313 31.80 0313 ;3270 0.313 33.60 0 313 34 50 0.313 35.40 IL.Y Y 1. ................:......... 774. 43.384 41.85 0.996 39 ..........:...::. 1.079 1.007 1.037 .065 41.85 1.090 4185 1114 41.85 1.137 41 85 1 15.8 41.85 1.178 41:8.5„ 1 1:98 3:28. 227.3 844. 44.548 31.18 241.0 916. 45.627 32 08 255 0 991. 46.634 32.98 269.5 1068. 47.578 33.88: 284 3 1148: . 48.468: 34.78 299.5 1231. 49.311 5. :31;5 2 :; 1316..:50.113 "Allowable Stress Is calculated per EIA RS222E Table 5 Page 5 41.85, ln&L &irk Jnb., Richards Texas, (214) 783 -2578 ANCHQBOLTS CHECK: Sheet ID of /b, (8) 2.25" x 119" anchor Bolts A615 © 44.1" Bolt Circle, then: Fc p 1 := Mom • 12 Fc 1 = 147.8 Kips p 44.1.0.75.3 Anchor Bolt Capacity is: AB cap :- 3.976 ..8 . 0.6 .75 1.33 AB cap = 190.4 Kips Tensib AB cap >Fcp1 OK! Fy := 75 Ksi - Steel Bolts fc := 3000 Psi - Concrete Modified Basic Development Length is: Ld := [o.8.[2-11Jo.ii. FY Fy 1000 L = 144.6 In Alf d Allowable Bond Stress is c Fy•1000 S tress 1.33.0.6.8 • S tress = 468.4 Psi f Requ'd Development Length: Ldreq Fcpl • 1000 +9.25 12.25.7c S tress I L dreg = 53.9 in < Ld Provided =119 in From the analysis, THE MONOPOLE IS SATISFACTORY FOR THE PROPOSED LOADING. r SheetjLof FOUNDATION CALCULATIONS Arpin c7euna2 Atir, c3nc,., Richard Texas, (214) 783 -2578 r Sheet /a of RP FOUNDATION DESIGN: From above calculations, the Wind Loads Control - USE WIND LOAD REACTIONS FOR FOUNDATION DESIGN. SOIL PARAMETERS The Soil parameters are based on Geotechnical Report prepared by Rittenhouse -Zeman & Assoc..,Inc, dated July 8, 1991,with the following aliowables: Allowable Bearing Capacity: gall := 20.3 Ksf - @ 48' -0" depth or lower based on 4.7D /B in tsf Pp al 100.0 Psf / ft depth - Allowable Passive Pressure ( for 4' -25' depth). Pp a2 600.0 Psf / ft depth - Allowable Passive Pressure ( from 25' depth or lower). FOUNDATIQN BASE REACTIONS: From the monopole analysis, the base reactions are as follows: Mom = 1222 Phz = 17.5 Pvt = 14.2 ft -K - Overturning Moment @ Base (per Valmont) Kips - Horiz Shear (per Valmont) Kips - Vertical Load (per Valmont) 4a, �eso� &kr ►.,., Richard, Texas, (214) 783 -2578 s, PIER DESIGN Design Pier as a RIGID PIER. From Base reactions, Lateral Resistance will control design. For ease of fit of the Monopole base, Use a 6' -0" Dia Pier. We have the Following: (refer to figure) Ph := Phz • 1000 Lbs - Horiz Shear c Mom +0.5 Ht of Load Phz Application A := 48.0 d := 6.0 ft - Depth of Pier ft - Dia. of Pier The Maximum Lateral Pressure is given by: S1 12•Ph- c +6•Ph A2 •d A•d Ref: Transmission Structures (NAVFAC) Rigid Piles - Concrete Footings Formula 103 -077 Then: S1 = 1432.9 Psf We have the following: b ._ 2•Ph•(A +2•c) 2•Ph +S1•A•d Then: a := A - b S2 ._ a 2 •S1 4•A•b Pbr g •_ Pvt • 1000 d2 IC .— 4 b =14.7 ft a =33.3 ft S2 = 559.5 Psf Pbrg = 502.2 Psf Sheetj.of ll� ,a,•:%iaw..�ir,., Richards(, Texas, (214) 783 -2578 SheetLof& Checking Against Allowable Soil Pressures, we have: Depth a/2: S2 = 559.5 Psf Ppl := PPal 2-4 Ppl = 1262.5 Psf > S2 - OK Depth A: S1 = 1432.9 Psf Pp2 := PPa1 •21 +Ppa2•(A-25) Pp2 = 15900 Psf > S1 - OK Bc » Pbrg - Ok From Above calculations, PIER CONFIGURATION IS SATISFACTORY USE 6' -O" Dia X 48' -6" Drilled Pier Nil ADI. rY NM& Akan, 3tr,, Richard PLAN VIEW Texas, (214) 783 -2578 Sheet 15 odip_ PIER REINFORCEMENT p,,.ituvmpa„n. The Maximum Moment in the Pier is given by: MC+,a. 190.T all= OPE TD ORtAN PIIR XI.KvATION d PIER DLL M := Ph c +a 1000 M = 1812.64ft -K Using a 48 Bar pattern for reinforcement, and the simplifying assumptions as shown in figure, we have the following: al := 1.65 dl := 64.0in For #10 Bars: Ab10 := lin ^2 The Resisting Moment is given by: Mr := 17-Ab10•a1•d1 For #10 Bars: Mr = 2279.9ft -K For #9 Bars: Ab9 := 1.00 in ^2 The Resisting Moment is given by: Mr := 17 • Ab9 • al • dl Mr = 1795.2 ft -K USE (48) #10 Vert. Bars 0 5' -6" Dia. SEE ALSO COMPUTER PROGRAM FOR STEEL REINFORCEMENT DESIGN. 104 SECTION TIE SPACING: Using #4 Ties, From UBC -88, sect. 2607.3.B, seismic Zone 3 : Tie Spacing @ Top & Bot: Min ( 8 Db, 24 Dt, 0.5 D ) = 10 in Length Requ: Max(1 /6 A, D)= 6 ft Remaining Length, Tie Spacing: Min (16Db, 48Dt, 1/2D) = 20 in USE #4 Ties 0 9 "O.C. for Top & Bot 6'0" & @ 18" O.C. for remaining Length ALPHA TOWER DESIGN, Inc P I E R F O U N D A T I O N D E S I G N 120' MONOPOLE, RIVERTON, TUKWILA, WA - 910088 SINGLE PIER FOUNDATION * * * D E S I G N DATA* * * LOAD HORIZONTAL SHEAR UPLIFT FIXED END MOMENT ALLOWABLE SOIL PRESSURE ALLOW SOIL PASSIVE PRESSURE, @TOP ALLOW SOIL PASSIVE PRESSURE, @BOT ALLOWABLE CONCRETE STRESS ALLOWABLE STEEL STRESS • 14.22 KIPS • 17.49 KIPS _ .00 KIPS = 1222.50 FOOT KIPS = 15.00 KIPS PER SQUARE FOOT • 100.00 POUNDS PER SQUARE FOOT • 600.00 POUNDS PER SQUARE FOOT 3.00 KIPS PER SQUARE INCH = 33.75 KIPS PER SQUARE INCH * * * P I E R D E S I G N * ** THE FOLLOWING STATEMENTS INDICATE THE CONDITIONS WHICH DETERMINE THE DESIGN CONFIGURATION: BELL DIAMETER DETERMINED BY INPUT SHAFT DIAMETER DETERMINED BY INPUT PIER DEPTH DETERMINED BY INPUT UPLIFT DETERMINED USING 301 EARTH CONE METHOD PIER STEEL DETERMINED BY COLUMN TENSION, CONTROLS DEPTH PIER DIAMETER SHAFT DIAMETER BELL PIER BAR SIZE NUMBER NUMBER BARS IN PIER VERTICAL STEEL TIE SIZE VERTICAL STEEL TIE SPACING VERTICAL STEEL TIE SPACING CONCRETE COVERAGE REQUIRED SOIL BEARING PRESSURE ALLOWABLE SOIL BEARING PRESSURE SHAFT SOIL PRESSURE UPPER,S2 ALLOWABLE SHAFT PRESSURE UPPER SHAFT SOIL PRESSURE LOWER,S1 ALLOWABLE SHAFT PRESSURE LOWER PIER CONCRETE STRESS ALLOWABLE CONCRETE STRESS 48.00 FEET 72.00 INCHES 6.00 FEET 10 BAR SIZE 48 CIRCULAR BAR PATTERN 4 BAR SIZE 10. IN OC - TOP &BOT 6.00 FT 20. IN OC - REMAINING LENGTH 3.00 IN CLEAR OVER VERT BARS -ACI 7.70 KIPS PER SQUARE FOOT 15.00 KIPS PER SQUARE FOOT .56 KIPS PER SQUARE FOOT 1.66 KIPS PER SQUARE FOOT 1.43 KIPS PER SQUARE FOOT 15.00 KIPS SQUARE FOOT 1.00 KIPS PER SQUARE INCH 1.35 KIPS PER SQUARE INCH UPLIFT ALLOWABLE LOAD = 2656.12 KIPS CONCRETE VOLUME TOTAL ALL FOOTINGS = 50.27 CUBIC YARDS PIER VERT STEEL WEIGHT /FOOTING = 9862.31 POUNDS PIER STIRUP STEEL WEIGHT /FOOTING = 363.76 POUNDS AGREEMENT FOR MAINTENANCE OF LANDSCAPING The undersigned, on behalf of U S WEST NewVector Group, Inc. commits that Corporation to the following: As a condition of the approval of a Conditional Use Permit 91 -3 -CUP and associated building permits by the City of Tukwila for a cellular telephone antenna site, the City of Tukwila has required the installation of landscaping, as shown on the attached plans, sheets L -1 and L -2, dated 9 -10 -91 by Richard Ward Associates. The City of Tukwila further requires the commitment of U S WEST NewVector Group, Inc, their successors or assigns in operation of the facility as approved, to a schedule of regular inspection and maintenance of the described landscaping once installed, for the life of the permit and use, according to the documents attached hereto titled "IRRIGATION MAINTENANCE GUIDELINES - " and "LANDSCAPE MAINTENANCE GUIDELINES - U S WEST NewVector, Riverton, Tukwila Site ". The undersigned further binds the Corporation for the life of said permits to annual inspection of the landscaping in the fall of each year, and to accomplish the removal and replacement of any dead or dying plants discovered In such inspections by March of the following year, or within the nearest such period as will optimize the likelihood of survival of such replacement plants. Responsibility for the performance of the maintenance, inspection and maintenance schedules described above and attached hereto shall be with the U S WEST NewVector Group, Seattle MSA Field Operations Division, 6901 West Marginal Way Southwest, Seattle 98106. Currently, the maintenance supervisor for at that facility is Mr. Glen Page, Telephone # 762 -0256. The Corporation shall in a timely manner inform the Tukwila Planning Department of any reassignment of Divisional responsibility for this performance, any subcontractor's names and phone numbers, and any change in phone number for the responsible Division or person. Assistance in assuring timely performance may also be obtained by contacting the Corporation's Northwest Regional Manager for Real Estate, currently Mr. Ron Smith, at 450 -8100, or at Post Office Box 91211, Bellevue, WA 98009 -2211. The Corporation understands that repeated failure to perform this maintenance and replacement shall subject them to revocation by the City of Tukwila of 91 -3 -CUP, under the procedures and subject to the penalties prescribed therefor by the City of Tukwila Zoning Code, Section 18.64.070. The Undersigned Ron Smith attests th t r hq� is empowered by the Corporation to bind it to the performance specified in this agreemen as a)condition, of the Conditional Use Permit. Signed this 7th day of January, 1992: -.6v\ Ron Smith, Northwest Regional Manager, Real Estate Division, U S WESTNewVectorGroup, Inc. Agln7111 I.JAN 0 8 1992 mg -0F TUKWILA PLANNING DEPT. IRRIGATION MAINTENANCE GUIDELINES US West, New Vector Riverton, Tukwila Site System Activation Activate system during first mowing visit (March 16). Inspect . system including: point of connection, automatic controller, electronic valves and solenoids, back -flow preventor, manual drain valves, shut -off valve, quick couplers, turf heads, planting area heads. Repair or replace immediately any damaged, defective or missing equipment. All new equipment shall match existing. Following visual inspection of system pressurize system to determine underground leaks or breakage. Conduct a valve sequence test and watering coverage test. Adjust heads and nozzles as requi red. Weekly Inspection During watering season (March 16 to September 16) inspect all components of system prior to each mowing of lawn. Make required adjustments and replacements. Winterization Winterize system no later than October 30. Purge system of water by compressed air blow -out through quick coupler at point of connection. Open all remote valves, close shut -off valve upstream of point of connection, pressurize system with gradual addition of compressed air so that all nozzles are activated. Pressurize for five (5) minutes (do not exceed 90 psi), stop air purge, wait five (5) minutes then repeat. Following air purge, close all remote valves and inspect system to insure all nozzles have fully retracted. LMNDSCAPE MAINTENANCE GUIDELi4ES US West, New Vector Riverton, Tukwila Site The following maintenance guidelines are intended to be used with some flexibility on the part of the maintenance person. Because of changing site conditions, such as weather, temperature, wind, tenant traffic and use, vandalism, etc., it is necessary for the maintenance person to use some common sense in applying these guidelines to achieve the desired result, which is optimum plant growth and health, and a pleasing appearance. Watering Irrigate all planted and lawn areas thoroughly at least twice per week during the growing season: April 1 to October 1. During unusually warm weather, water as often as three times per week. It is necessary to feel by hand (or use an instrument that measures soil moisture) so that an evenly moist soil condition may be maintained. Adjust watering to meet weather conditions. Established lawns require approximately a 1" (one inch) depth of water per week during warm weather. Established shrub areas require a 1/2" (one half inch) depth of water per week during warm weather. Fertilization Apply fertilizer a minimum of three times per growing season, beginning April 15 and ending about July 1, so that the plants may begin to harden off before winter. Fertilizer may be broadcast evenly over the planting areas, using a broadcast type spreader. If fertilizer is applies by hand, keep it out in the area of the drip line of the plant, and avoid concentrating too much in one spot. Water thoroughly after each fertilizing. Additional fertilizings may be done with liquid fertilizer if desired, but is not necessary. Use a well - balanced fertilizer that contains trace elements as well as the three major elements ( Nitrogen- Phosphorus - Potassium). An excellent fertilizer for most plants is a rhododendron -type fertilizer or Sierra blend 18 -7 -10 with trace elements. Follow the manufacturer's directions for all fertilizer applications. For lawn areas, use a well - balanced lawn fertilizer, again containing trace elements such as Agriform 21 -8 -8, apply at 15 lbs. /1,000 sq. ft. Don't use fertilizers that are too high in nitrogen, resulting in quick top growth and more frequent mowings and poorer root growth. Apply the fertilizers as above. except continue to fertilize lawn areas throughout the summer. The last lawn fertilizing should be done in late September or October using a winter fertilizer. At the same time that the winter fertilizer is applied, spread dolomitic limestone 0 100 lbs. /1,000 sq. ft. or at the rate recommended by the manufacturer. Weed Control The best weed control would be removing weeds, including roots, by hand as they appear (and long before they produce seeds). This should be done continuously throughout the growing season, and occasionally during the dormant season. Do not allow any weed buildup to occur. 1 If pre - emergents are necessary for weed control, apply only those that are safe for use with all of the plants. Avoid strong pre - emergents, such as Casaron, in the planting or lawn areas. A contact weed killer, such as Round -up, may be used carefully in gravel or rock areas, or wherever there are no desirable plants or grasses. Follow precisely the manufacturer's directions in applying all chemicals. Most chemicals need to be applied by a person with an applicator's license. Disease and Insect Control Watch for signs of insect or disease damage and treat the problem in the early stages, before much damage occurs. The plants that are most vulnerable to insect damage are the flowering cherries and rhododendrons and evergreen azaleas. The evergreen azaleas need to be sprayed on a regular basis with Orthene to control strawberry root weevil. Again, these chemicals must be applied by a licensed spray applicator. Pruning Remove all broken, dead or diseased branches, and all branches • that are growing in a direction against the natural structure or form of the tree. Avoid shearing, except where it is desired to have a hedge -like appearance for certain shrubs. Tree pruning is an art, and should only be done by experienced persons who are sensitive to the natural structure and shape of a given tree. Dressing Beds Planting beds and lawns should be kept clean on a weekly basis from all litter and debris. Keep mulch raked smooth and even to . present a sharp appearance; do not allow mulch to accumulate more that 1/2 inch in depth around the stems of shrubs. Place new mulch only in disturbed areas to a depth of 1 -1/2 to 2 inches and rake out smooth and even. Any plants that are replaced because of damage or injury should be of the same variety as the original in so far as possible. All dead or damaged plants should be removed immediately. Lawns Lawns should be kept moved to a height of 1 -1/2 inches. All clippings should be disposed of off -site. Now lawns only when the grass is dry and the soil is firm enough so that mowing tracks are not visible. Use only a sharp mower. Trim around trees which are planted in lawn areas by hand. Avoid using string trimmers around trees, as trees can become unknowingly damaged and even girdled. Mowing Schedule March 16 to April 15 every fourteen (14) days April 16 to May 15 every ten (10) days May 16 to September 15 every seven (7) days September 16 to October 15 -every fourteen (14) days October 16 to March 15 every twenty -one (21) days 2 t STATE OF ) SS COUNTY OF certify that 1 know or have satisfactory evidence that Robert M. Burke is the person who appeared before me, and said person acknowledged that he is the owner of the property located at 12228 51st Place S, Allentown, WA,, and that he signed this instrument and acknowledged it to be his free and voluntary act for the uses and purposes mentioned In the instrument. Dated: 6706/9/ _ wiC�`�) fir et.n 2 - _ ---_- - Notary � F�ublic �0 / / 9 My appointment_ expires :1--atet.thm$7 Residing at ...Sago Washington RZARITTENHOUSE -Ai .N & ASSOCIATES, INC. Geotechnical & Environmental Consultants ivitedAtl 1400 140th Avenue N.E. Bellevue, Washington 98005 -4594 m� (206) 746- 8020 /FAX (206) 746 -6364 8 July 1991 U.S. West NewVector 3350 161st Avenue S.E. Bellevue, Washington 98008 Attention: Mr. Ray Ancel JUL 121991 Subject: Limited Geotechnical Evaluation and Subsurface Exploration Proposed Sea- Riverton 2 Communications Tower 13130 44th Avenue South Tukwila, Washington Gentlemen: W -7687 This letter report presents the results of our limited geotechnical engineering evaluation and subsurface exploration conducted for the above referenced project. Verbal authorization to proceed with this study was granted by Mr. Peter Stricker of Jean Fraley Architects on 18 June 1991. This report has been prepared in accordance with generally accepted geotechnical engineering practices for the : exclusive use of U.S. West NewVector Group and their agents for specific application to this project. SITE AND PROJECT DESCRIPTION The proposed site is 'located at 13130 44th Avenue South in Tukwila, Washington.. The site is currently occupied by Clark Construction Company. The topography across the site is essentially flat due to site grading and placement of undocumented fill soils on portions of the site which includes the project site. We understand that the proposed design calls for a 120 foot high monopole transmission tower to be built on the site. A small equipment building is to be built relatively close to the monopole. At the time of writing this report, a generalized site plan had been supplied to us. Therefore, the site plan in this report should be considered accurate to the degree implied. RECEIVED I CITY 4 ILA SEP 03 b31 PERMIT CENTER U.S. West NewVector 8 July 1991 f W -7687 Page 2 SUBSURFACE EXPLORATION AND CONDITIONS A single exploratory boring was accomplished to a depth of approximately 48 feet on 22 June 1991 by an exploration drilling company under subcontract to our firm. The ground surface was very soft at the proposed tower location and our exploration was performed as close to the proposed tower location as possible without losing support for the drill rig. The approximate location of boring B -1 is presented on Figure 1, Site and Exploration Plan. The boring operation consisted of advancing a 4 -inch inside diameter hollow -stem auger from a truck - mounted drill rig. The boring was continuously observed and logged by a geotechnical engineer from our firm. During the drilling, soil samples were obtained at 5 foot intervals: The samples were obtained using the Standard Penetration Test procedure, as described in ASTM:D 1586. Soil samples were obtained during the drilling and were taken to our laboratory for further visual classification and possible laboratory testing. An interpretive , log of this boring, describing subsurface conditions, is presented at the end of this report. The soils disclosed by our boring consisted of approximately, 4 feet of loose, moist to wet, silty sand fill underlain by native soils. The native soil sequence beneath the fill consisted of marine and slack water deposits' over glacially deposited soils. Underlying the loose, silty sand /sandy silt fill, approximately 4 feet of very loose silty sand and very soft silty clay /clayey silt was encountered over approximately 3 feet of fibrous peat. The peat was encountered between approximately 8 to 11 feet beneath the existing ground surface. Beneath the peat, approximately 14. feet of interbedded very loose silty sand and very soft sandy silty 'clay was encountered. The soils were so soft that the drilling rods sunk through the soil by their own weight during sampling. At approximately 25 feet beneath the existing ground surface the soils graded from very loose to medium dense. At approximately 38 feet the soils graded from medium dense to very dense. Soils beneath 25 feet typically consisted of silty sand, gravelly silty sand, and gravelly sandy silt. At the time of drilling, groundwater was encountered at a depth of approximately 13 feet. It is our opinion that, given enough time, groundwater levels would have risen closer to the ground surface. Subsurface seepage volumes and groundwater levels should be anticipated to vary with season, precipitation, site usage, and other factors. --- - - U.S. West NewVector 8 July 1991 W -7687 Page 5 an 18 -inch diameter, reinforced augercast piles embedded at least 48 feet deep, a maximum allowable bearing capacity of 60 tons per pile can be used for design. Uplift capacities can be provided by a combination of downdrag forces and side friction. Ultimate uplift capacities of 30 tons can be assumed for short-term seismic uplift. Based on preliminary calculations, and our understanding of typical base shear forces and moments, it appears that augercast piles may not have enough lateral capacity to limit lateral deflections. If necessary, we can provide lateral capacities for given conditions, load and allowable deflection. Lateral capacity could be provided by installing these piles on a batter, typically no steeper than 1 H:4V. Drilled piers may be considered for this project as well. However, the piers will be relatively long and the upper 25 to 30 feet (or more) will require casing due to the soft soils, peat and groundwater encountered. Additionally, the shaft may require pumping of groundwater prior to pouring concrete. If not fully dewatered, concrete would need to be tremied into place. We recommend using the following values for end bearing capacity of drilled piers: Depth Allowable End Bearing (tsf) 25 -35 feet 1.0 D/g 35 -48 feet 4.7 D/B Where p Is the depth of embedment into the bearing layer in feet and B is the diameter of the pier in feet. For frictional resistance, acting both downward and in uplift, we recommend using the following values: Embedment Depth Allowable Skin Friction (tsf) 25 -35 feet .10 • 35 -48 feet .33 For lateral pressures, we assume the piers will be relatively rigid due to the anticipated large diameter and will act as a pole. The interaction between a pole and the soil is complex and may be modeled by elastic methods. The passive pressure approach RITTENHOUSE -ZEMAN & ASSOCIATES, INC. - Thomas A. Jones Project Engineer James S. Dran Associate Enclosure: CC: Figure 1, the Site and Exploration Plan Mr. Peter Stricker /Jean Fraley Architects EXISTING • FENCE PROPOSED EQUIPMENT BUILDING P O,o\ 120' B 1 ® LEGEND INDICATES BORING NUMBER AND APPROXIMATE LOCATION W.O. BY TAJ DATE C•Al PROPOSED EQUIPMENT BUILDING • PROPOSED 120' MONOPOLE w.o. BY DATE er.ei e W -7687 TAJ JUL. , 1991 U.S. WEST NEWVECTOR GROUP SEARIVERTON 2 TUKWILA, WASHINGTON SITE & EXPLORATION PLAN RITTENIHOUSE- -ZEMAN & ASSOCIATES, INC. Geotechnical & Environmental Consultants 1400 140th Avenue N.E. _ nodule FIGURE 1 RZA • PROJECT U.S. West SeaR1 erton 0 v1.0.111-7687 BORING NO. B -1 SOIL DESCRIPTION Approximate ground surface elevation: 151 feet a 10 Loose, moist to wet, brown, silly 5AN0/ sandy .571T (1770 Very so/7 to soft, brown -grey, wet, slily CLAY/ clayey S/LT Very /oose, wet, brown, silly SAND 1.5 - Very soft, wet, brown, fiberous PEAT with roots or twigs • interbedded, /oose, saturated, block- brown, si/fy fine SANO and very soft, wet, Ton -grey, clayey S /LT /silty CLAY 20 -* 25 30 Very soft, we to saturated, grey, sandy slily CLAY interbedded, very soft, we /0 seared, grey, sandy silty CLAY and silty SANO with some CLAY grading to very /oose, silty SAND with some clay, trace she // fragments grading to medium dense, we to seared, grey, silly S4N0 with she // fragments (Coat/in/ea) E STANDARD PENETRATION RESISTANCE S Blows per foot to 20 30 40 1. -,- S -5 5 -6 2 -inch OD split - spoon sample LEGEND mr Groundwater level "r air al Ume of drilling 10 20 30 40 MOISTURE CONTENT Plastic limit Natural Liquid limit RZA tU� . t4uu Drilling started: 22 dune 1991 Drilling completed: 22 dune 19.91 R/7TSNNOUSS -ZSNAN k ASSOCIATES; /NC. Ceotechnlce/ d' Environmenlel Consultants 1.100 NOM Ave NE Bellevue, hashington 90005 Logged by: TA✓ PROJECT U.S. Nest SeaRi trion 2 W.O. 117- 76'2 7 BORING NO. B--1 - 35 - SOIL DESCRIPTION Approximate ground surface elevation: 151 feet - 40 - - 45 Na Z � a � vr" STANDARD PENETRATION RESISTANCE A Blows per foot 10 20 30 40 SAND as above. S -7 Very dense, mois /, grey grove /y si //y SANG/ grove //y sandy 5/1T (g/ac/a/ Dense wet grey, grove //y s/ //y SAND with some .= clay - 50 - 55' - 60 Boring /ermmofed of oppproxemofe /y 48' S -8 5 - -9 S =10 -r 2 -Inch OD spllt- .1_ spoon sample LEGEND Groundwater level nro al lime of drilling 10 20 30 40 50 Plastic limit MOISTURE CONTENT i • RZA Drilling started: 22 June 1.991 Drilling completed: 22 June 1991 1 Natural Liquid limit R /77A'NHOUS, = 2A'N dr ASSOC/A7 i /NC. Ceolechn/ca/ c • Environmental Consultants 1400 140th Ave NB Bellevue. A► a sh i ng t o n .98005 Logged by: TA./ w wiS7R' =r'ri. 1r' 10 HKU PARK :I i MAINTgIN LANDSCAPE AREA PER , REEMENT W /IJS WEST CITY , (SEE IANDCCA°E P4AN HT. L.I) . SOUTHLANI S152 ST 156 ST .R 1 U�°TO 4 CMU WALL (8'I -4) see DET, TH . 2 I2x36 EC.UIPMENr tit:J 'DING '" /PAISED SEAM METAL `ROOFING WaC�7 SIDING .— SHbiUL ©kR MIMIC • EN HTS. Or Ilia LOTS 8 & 9, AND 11 & 12 BLOCK 5 RIVER1ON REPLAT.OF LOTS S. FOSTORIA GARDEN TRACTS ACCORDING 1'O "PLAT, RECOR VOLUME 13 OF'PI) TS, PAGE 40, IN KING COUNTY, WASHING • . >i FILE COPY I understand that the plan Check approvals are subject tro errors and Omissions and approval of plans does not authorize the violation of any adopted code Of Ordinance., Receipt of contractor's COPY of approv. • , �;.s j. : • ged. �•• ......• ,.:.......:6 bRAVVN BY: DATE: PEW. NORTH SITE. PLAN NG DIVI I I N [bECtl:1991j CITY OhTU$W ILP Pa Al hiiNG°i P7.. 111 Ilr�rjr 1�rlr�r Iitjri1 51 «__ 6� Nrt',18 �e«.N..r�y t. an.Y 44n�l4 }'ti Vin∎ ii� t' qtr i fit! �I�0If 6 8 i lilofli ii firi.. (i��l 9 ifil 1� i� c . g,.up 4 an.Y 44n�l4 }'ti Vin∎ • TC) nF I,JAV UIDE METAL. CTANDING -: EAM 'Rrr'F INC; • CGRAV';T - DAIvIrER N/Nrr' LTLASP- ArA wYrfp ID1NC: GRADE PERIMET.R " -P 14 }S . & UI I ' M lE(��1 r 1 ry� BUILDING; SA E TIE -DrUIN BRACKET (PLACE PLATE WA:NE.R OVER MCUNTsNG BRACKET 1-ICLE) c C 14)(4, K.0, -.. .2Z .NORTH ELEVATION .. : 1 b 11 OM WEST ELEVATION SCALE: 1/4 11 FOUNDATION PLAN SCALE :1 /4" I,0II APA 1,.100O IDING • METAL_ 4TANEN( • CEAM IRT.rPING; ; I -,- f i l Z >> j 11 , f; j I I n f ► , ; 6 �ml i I if - , ! 1 r If 1HjJ I 1 i� D l E. flJJH i' { t i . , .L o 0000; I I �j i I , • i °� G rAv DAt- 11 )� raR 7 1 I! ' 1 I _ l I I 14.4011.J1 ; ; I I I 1 i , 1 PERIMET.R " -P 14 }S . & UI I ' M lE(��1 r 1 ry� BUILDING; SA E TIE -DrUIN BRACKET (PLACE PLATE WA:NE.R OVER MCUNTsNG BRACKET 1-ICLE) c C 14)(4, K.0, -.. .2Z .NORTH ELEVATION .. : 1 b 11 OM WEST ELEVATION SCALE: 1/4 11 FOUNDATION PLAN SCALE :1 /4" I,0II APA 1,.100O IDING • METAL_ 4TANEN( • CEAM IRT.rPING; NInUNT1NG BRACKET SEE IDET, #4 c'XNN'T'. RE.i3ARS e 12" CC.C. e.r'Ts + WA'' 11 • 11 u • y •.-, • is : • . • `T. ( "MIN. CCIlrACTECI .._. GRANULAR FILL. PC -, (2)4s CONT. REeARs 1 ArA LSC('D IDIN(Z • , t I t FOUNDATION DETAIL ,1 EAST EEVAT SOUTH ELEVATION. SCA CC)( . cA1=' 2 )415 I L)NU 13EM 1 -� - SX 16 C._h °itJ /45 ` .16'0.c. VOzT. METAL_ `STANDING • SEA" 1 RCY?FINC; oVE.P, 3/4'• PLx Ir?. ` HEATNING 6-. 2%G RAFTERS' u IG" (\C. 3: (1) SA '.'0, a INir!� LX$EO kCF BLDG FOLJNDAr1CN ONE ANCWOg 1 T E" tISRAC KET. EOUII6MNT ESUIL DING 5/8 $.2" L_A( I6" O.C. 20 GA. 2x4 STEEL c'wAri`1L . G M! t... Ruee R M EMegANE ADHERED TO 3/4" P[...Y .ID. 2I-4EAT1 -1ING • • if4 e. V .KT. 450 .$ O(,• Ik- l . PLATE' WASHER -4" x 4" ,x' 3/8 < BRACKET rouNRA!ION ' 2 x Cf FACIA IA CITY OF TUKW1LA APPROVED JA ► 01992 DETAIL SCALE: b , - a": EMw�M� \,1 " � CEC 1991 PLAWMING DEPT. 4 .1 i'lrl-rpI,I j'Tp No.18 ®J"`".,,�•+ `a �i11f11 ETT T f; I n T: iIi 6 �ml i I if r! 11 If 1HjJ h" i� D l E. flJJH i' I; t _ _ NInUNT1NG BRACKET SEE IDET, #4 c'XNN'T'. RE.i3ARS e 12" CC.C. e.r'Ts + WA'' 11 • 11 u • y •.-, • is : • . • `T. ( "MIN. CCIlrACTECI .._. GRANULAR FILL. PC -, (2)4s CONT. REeARs 1 ArA LSC('D IDIN(Z • , t I t FOUNDATION DETAIL ,1 EAST EEVAT SOUTH ELEVATION. SCA CC)( . cA1=' 2 )415 I L)NU 13EM 1 -� - SX 16 C._h °itJ /45 ` .16'0.c. VOzT. METAL_ `STANDING • SEA" 1 RCY?FINC; oVE.P, 3/4'• PLx Ir?. ` HEATNING 6-. 2%G RAFTERS' u IG" (\C. 3: (1) SA '.'0, a INir!� LX$EO kCF BLDG FOLJNDAr1CN ONE ANCWOg 1 T E" tISRAC KET. EOUII6MNT ESUIL DING 5/8 $.2" L_A( I6" O.C. 20 GA. 2x4 STEEL c'wAri`1L . G M! t... Ruee R M EMegANE ADHERED TO 3/4" P[...Y .ID. 2I-4EAT1 -1ING • • if4 e. V .KT. 450 .$ O(,• Ik- l . PLATE' WASHER -4" x 4" ,x' 3/8 < BRACKET rouNRA!ION ' 2 x Cf FACIA IA CITY OF TUKW1LA APPROVED JA ► 01992 DETAIL SCALE: b , - a": EMw�M� \,1 " � CEC 1991 PLAWMING DEPT. 4 .1 i'lrl-rpI,I j'Tp No.18 ®J"`".,,�•+ `a �i11f11 ETT T ?TL I n T: iIi 6 �ml i I if illii9 ikiii 9 Ft h" i� D l E. I" Z .' tui t T Saar- - aaraaw.ar (3) ALP6014 ANTS. MOUNTED ON 'T' ARM ELEV. 118' 2' HP ANT. ELEV. 118' (6) ALP9214 ANTS. MOUNTED (3) EA. ON (2) 'T' ARMS ELEV. 75' 120' STEEL MONOPOLE PER VALMONT INDUSTRIES, INC. VALLEY, NEBRASKA (REFER NOTES 1 4 2) 101 MONOPOZI.E ELEvAtION SCALE: Iro•.P.m• 1U • Q °4 TIES AT 9' O.C. *4 TIES AT 16 "o.c. MAX. N. 0 E fQ Q- IX al 0 (8) ANCHOR BOLTS 5Y VALMONT INDUSTRIES, POLE MANUFACTURER 1" C1- IAMFER FINISH GRADE III III II 1 =111 =I 1- I I I- 111------11 ;I�. i l CI„ — 304 TIES 64 "O.C, TOP 4 BOT. 102 PN vlELL) -0" DIA. 1 1o/ PIER ELEVATION SCALE: 3/8" s 1' -0" - -(8) A1' cNOR 50LTS BY VALMONT INDUSTRIES, POLE MANUFACTURER 44.08" DIA. BOLT CIRCLE — SLOPE TO DRA ;N 6' -0" PIER DIA. 5' -6" DIA 104 SECTION SCALE: 3/8" : 1' -0" SCALE: 3/4" a 1' -0" I,Ir� I } 1I�IIIrrrI TrTfirrrlt� i1 11r1t1,I'Ir �Cr�,IljyIIIt1 . 5 I 0,4 Nu.18 "'R' >s 1. GENERAL NOTES 120' STEEL MONOPOLE HAS BEEN DESIGNED FOR ANTENNA LOADING SHOWN FOR A BASIC WIND SPEED OF 90 MPH, Mai 1/2" ICE, EX- POSURE "C", PER 1988 UBC CODE REQUIREMENTS AND EIA RS- 22,2 -E STANDARDS. MONOPOLE HAS BEEN FABRICATED PER DRAWINGS NO. DC0871Z, JOB NO. 10599.91 FURNISHED BY VALMONT INDUSTRIES, VALLEY, NEBRASKA, DATED ]0/02/91. 3. FOUNDATION HAS BEEN DESIGNED FOR 120' MONOPOLE TOWER BASE REACTIONS FOR BASIC WIND SPEED OF 90 MPH, EXPOSURE "C ", PER UBC- 88/EIA RS- 222 -E: DOWN HORIZONTAL MOMENT -- 14.7 KIPS 17.5 KIPS 1222.5 FT -KIPS 4. ALL CONCRETE WORK SHALL CONFORM TO ACI 318 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAYS COMPRESSIVE STRENGTH OF 3,000 PSI. 5. ALL REINFORCING STEEL BARS SHALL BE DOMESTIC, NEW BILLET:STEEL, ASTM A615, GRADE 60, EXCEPT #3 BARS MAY BE GRADE 40. REINFORCING SHALL BE DETAILED AND FAB- RICATED M ACCORDANCE WITH "MANUAL OF STANDARD FOR DETAILING REINFORCED CONCRETE ". (ACI 31S -80) 6. C BUILDING OI CONCRETE E COVERAGE OVER ALL STEEL SHALT: CONFORM TO CODE MINIMUM REQUIREMENTS AND AS SHOWN ON STRUCTURAL DETAILS. 7. CHECK AREA FOR LOCATION OF UNDERGROUND PIPES, CABLES CONDUIT, ETC. PRIOR TO STARTING EXCAVATION. 8. PIER HOLE OF 6 INCH IN 10 FEET OUT TOLERANCE SHALL BE DRILLED PLUMB AND TRUE. A T T OF PLUMB WILL BE PERMITTED. 9. I'NSPECT BOTTOM OF EXCAVATION PRIOR TO PLACING STEEL. CAGE AND CONCRETE TO INSURE NO LARGE AMOUNTS OF LOOSE DIRT OR FOREIGN MATERIAL REMAINS. 10. TEMPORARY CASING MAY BE REQUIRED FOR PIER MOLE TO AVOID COLLAPSE AND ALLOW PROPER CLEANING AND INSPECTION DUE TO PRESENCE OF GROUND WATER REFER TO SOIL REPORT. 11. IF CASING METHOD IS USED, REMOVE ALL WATER ACCUMULATION IN PIER HOLE IN EXCESS OF 2" IN DEPTH. 12: IF THE SLURRY METHOD IS USED, CONCRETE SHALL L BE PLACED UNDER THE SLURRY USING A WATER TIGHT TREMIE OR BY PUMPING TO AVOID MIXING WITH SLURRY. USE ACCEPTED PROCEDURES FOR DISCHARGING CONCRETE INTO PIER HOLE. 13. ALL REINFORCING STEEL SHALL BE TIED AND PLACED INTO A CAGE PRIOR TO SETTING INTO POSITION IN EXCAVATED PIER HOLE. SPACING DEVICES SHALL BE USED AS REQUIRED TO MAIN - TAIN TILE SIDE CLEARANCE BETWEEN THE STEEL CAGES AND THE PIER WALL 14. ALL ANCHOR BOLTS SHALL BE FURNISHED BY THE TOWER MANU- FACTURER. ANCHOR BOLTS SHALL BE SET WITH • TEMPLATES FUR- NISHED BY THE TOWER 'MANUFACTURER. TEMPLATE MUST BE SE- CURELY DOUBLE - NUTTED TO ANCHOR BOLTS DURING CONCRETE INSTALLATION AND MUST BE LEVEL +/- 1/2 ". INSTALL TEMPLATE WITH SUFFICIENT SPACE BENEATH TO PERMIT FINISHING OF CON - CRETE AND TO FACILITATE TEMPLATE REMOVAL PRIOR TO TOWER ERECTION. 15. GROUT FOR BASE PLATE SHALL BE EMBECO PRE -MIXED NON - SHRINK GROUT OR AN APPROVED EQUAL MLXED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. GROUT SHALL BE DRY -PACK UNDER LEVELED BASE PLATE NOT LESS THAN 11/2 IN THICKNESS SO AS TO PROVIDE FULL BEARING UNDER BASE PLATE. 16. CONCRETE SHALL BE PLACED INTO EXCAVATION WITHIN 2-3 HOURS OF EXCAVATION WITH THE USE OF A CHUTE OR HOPPER DEVICE TO DIRECT THE CONCRETE TO FALL WITHIN THE CENTER OF THE STEEL CAGE. CONCRETE SLUMP SHALL NOT BE LESS THAN 5" NOR MORE THAN 6 ". CONCRETE SHALL NOT BE ALLOWED TO HIT THE STEEL CAGE WHICH WOULD CAUSE SEGRATION OF THE MATERIAL. 17. FOUNDATION HAS BEEN DESIGNED FROM DATA TAKEN FROM THE SUBSURFACE EXPLORATION REPORT PREPARED BY RZA -ARGA EN- GINEERING, INC. KIRKLAND, WASHINGTON DATED JULY 8, 1991. 18. CONTACT THE ENGINEER CONCERNING ANY CHANGES IN THE INSTALLATION DUE TO ANY DIFFERENCE OF THE ON SITE EXISTING CONDITIONS. CITY OFT APPROVED J, ylp 92 APPROX. CONCRETE VOL. 51 - �, 1 APPROX. VERTICAL STEEL U T. x,900 Ibs. APPROX. TIES STEEL Wt. 315 lbs. (48) °10 VERT. BARS x 48 *4 TIES REFER PIER ELEVATION FOR SPACING LAF' PER ACI 04 W 4) '0 9°02 4*? to IF- 4: aboa aLL� �O? 4) sN2 I fry . .... 1---N Ogg WN il 1 LECii1991 CITY OI= TUKWIL PLANNING DEPT. 12m' MONOPOLE FOUNDATION SEA RIVER1Ots4 SITE TUKWILA, WASHINGTON DECEIVED EC -S 1991 FRALEY /HOLSMAN . --...., frP'WN*'i� hitM ' Ift ' i�i�lm i�m��'�mfm'' 1. GENERAL NOTES 120' STEEL MONOPOLE HAS BEEN DESIGNED FOR ANTENNA LOADING SHOWN FOR A BASIC WIND SPEED OF 90 MPH, Mai 1/2" ICE, EX- POSURE "C", PER 1988 UBC CODE REQUIREMENTS AND EIA RS- 22,2 -E STANDARDS. MONOPOLE HAS BEEN FABRICATED PER DRAWINGS NO. DC0871Z, JOB NO. 10599.91 FURNISHED BY VALMONT INDUSTRIES, VALLEY, NEBRASKA, DATED ]0/02/91. 3. FOUNDATION HAS BEEN DESIGNED FOR 120' MONOPOLE TOWER BASE REACTIONS FOR BASIC WIND SPEED OF 90 MPH, EXPOSURE "C ", PER UBC- 88/EIA RS- 222 -E: DOWN HORIZONTAL MOMENT -- 14.7 KIPS 17.5 KIPS 1222.5 FT -KIPS 4. ALL CONCRETE WORK SHALL CONFORM TO ACI 318 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAYS COMPRESSIVE STRENGTH OF 3,000 PSI. 5. ALL REINFORCING STEEL BARS SHALL BE DOMESTIC, NEW BILLET:STEEL, ASTM A615, GRADE 60, EXCEPT #3 BARS MAY BE GRADE 40. REINFORCING SHALL BE DETAILED AND FAB- RICATED M ACCORDANCE WITH "MANUAL OF STANDARD FOR DETAILING REINFORCED CONCRETE ". (ACI 31S -80) 6. C BUILDING OI CONCRETE E COVERAGE OVER ALL STEEL SHALT: CONFORM TO CODE MINIMUM REQUIREMENTS AND AS SHOWN ON STRUCTURAL DETAILS. 7. CHECK AREA FOR LOCATION OF UNDERGROUND PIPES, CABLES CONDUIT, ETC. PRIOR TO STARTING EXCAVATION. 8. PIER HOLE OF 6 INCH IN 10 FEET OUT TOLERANCE SHALL BE DRILLED PLUMB AND TRUE. A T T OF PLUMB WILL BE PERMITTED. 9. I'NSPECT BOTTOM OF EXCAVATION PRIOR TO PLACING STEEL. CAGE AND CONCRETE TO INSURE NO LARGE AMOUNTS OF LOOSE DIRT OR FOREIGN MATERIAL REMAINS. 10. TEMPORARY CASING MAY BE REQUIRED FOR PIER MOLE TO AVOID COLLAPSE AND ALLOW PROPER CLEANING AND INSPECTION DUE TO PRESENCE OF GROUND WATER REFER TO SOIL REPORT. 11. IF CASING METHOD IS USED, REMOVE ALL WATER ACCUMULATION IN PIER HOLE IN EXCESS OF 2" IN DEPTH. 12: IF THE SLURRY METHOD IS USED, CONCRETE SHALL L BE PLACED UNDER THE SLURRY USING A WATER TIGHT TREMIE OR BY PUMPING TO AVOID MIXING WITH SLURRY. USE ACCEPTED PROCEDURES FOR DISCHARGING CONCRETE INTO PIER HOLE. 13. ALL REINFORCING STEEL SHALL BE TIED AND PLACED INTO A CAGE PRIOR TO SETTING INTO POSITION IN EXCAVATED PIER HOLE. SPACING DEVICES SHALL BE USED AS REQUIRED TO MAIN - TAIN TILE SIDE CLEARANCE BETWEEN THE STEEL CAGES AND THE PIER WALL 14. ALL ANCHOR BOLTS SHALL BE FURNISHED BY THE TOWER MANU- FACTURER. ANCHOR BOLTS SHALL BE SET WITH • TEMPLATES FUR- NISHED BY THE TOWER 'MANUFACTURER. TEMPLATE MUST BE SE- CURELY DOUBLE - NUTTED TO ANCHOR BOLTS DURING CONCRETE INSTALLATION AND MUST BE LEVEL +/- 1/2 ". INSTALL TEMPLATE WITH SUFFICIENT SPACE BENEATH TO PERMIT FINISHING OF CON - CRETE AND TO FACILITATE TEMPLATE REMOVAL PRIOR TO TOWER ERECTION. 15. GROUT FOR BASE PLATE SHALL BE EMBECO PRE -MIXED NON - SHRINK GROUT OR AN APPROVED EQUAL MLXED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. GROUT SHALL BE DRY -PACK UNDER LEVELED BASE PLATE NOT LESS THAN 11/2 IN THICKNESS SO AS TO PROVIDE FULL BEARING UNDER BASE PLATE. 16. CONCRETE SHALL BE PLACED INTO EXCAVATION WITHIN 2-3 HOURS OF EXCAVATION WITH THE USE OF A CHUTE OR HOPPER DEVICE TO DIRECT THE CONCRETE TO FALL WITHIN THE CENTER OF THE STEEL CAGE. CONCRETE SLUMP SHALL NOT BE LESS THAN 5" NOR MORE THAN 6 ". CONCRETE SHALL NOT BE ALLOWED TO HIT THE STEEL CAGE WHICH WOULD CAUSE SEGRATION OF THE MATERIAL. 17. FOUNDATION HAS BEEN DESIGNED FROM DATA TAKEN FROM THE SUBSURFACE EXPLORATION REPORT PREPARED BY RZA -ARGA EN- GINEERING, INC. KIRKLAND, WASHINGTON DATED JULY 8, 1991. 18. CONTACT THE ENGINEER CONCERNING ANY CHANGES IN THE INSTALLATION DUE TO ANY DIFFERENCE OF THE ON SITE EXISTING CONDITIONS. CITY OFT APPROVED J, ylp 92 APPROX. CONCRETE VOL. 51 - �, 1 APPROX. VERTICAL STEEL U T. x,900 Ibs. APPROX. TIES STEEL Wt. 315 lbs. (48) °10 VERT. BARS x 48 *4 TIES REFER PIER ELEVATION FOR SPACING LAF' PER ACI 04 W 4) '0 9°02 4*? to IF- 4: aboa aLL� �O? 4) sN2 I fry . .... 1---N Ogg WN il 1 LECii1991 CITY OI= TUKWIL PLANNING DEPT. 12m' MONOPOLE FOUNDATION SEA RIVER1Ots4 SITE TUKWILA, WASHINGTON DECEIVED EC -S 1991 FRALEY /HOLSMAN • • • • • /expo cYe/r/ ,6, re►i ed am Sri /' ®r• 71e, be deVer-/e4P' l33raa' si7ireef IIIIII 1 !Ii I I.LLLI�., IIFIfII�.LIIIILI. 3 e /!7 / ��li7iCc�i G'Gt/17/ /a4 /)ewe _7 /i d er/6a p error /doh& c)/44v..eAG /5 5"-4-col bib l cs> 4o7 v) z menzielii.'' /'J r� ~ � / 74Y ec)a /l7od 4 e77`a 'ea/plc-7w ' /ee. e zl 11lus h r/ vn co/ether/ L TA»Mi in h,o WWQ (764/kiln /o rZ re o / ra #7Qfl6 rye cyfrat- • I(0 G> e. A1.1 MINUM /AN I� NCA' GALVINIz p .arc -�.� wtRe, fN t,IEW Nui1m -�Y. 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