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Permit D97-0349 - GTE WIRELESS - BASE STATION
City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: WARNING: 000300 -0115 13400 INTERURBAN AV S AWSE DEVPERM C /LI TOWER 001 North: TUKWILA IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Permit Center Authorized Signature:_ Fire .0 South: .0 East: Sewer: TUKWILA Slopes: Y .. Contractor License No: ,BUILDCIO4:4BZ• Time: Cut: Permit No: Status: Issued: Expires: Occupancy: UBC: Protection: .0 West: Streams: End Time: Fill: D97 -0349 ISSUED 01/23/1998 07/22/1998 EQUIPMENT 1994 N/A .0 OCCUPANT GTE WIRELESS 13400 INTERURBAN AV S, TUKWILA.WA 98188 OWNER HILL HAROLD W PO BOX 700, MERCER ISLAND WA 98040 CONTRACTOR BUILDERS CONCEPT INC 16541 REDMOND WY SUITE 1230, REDMOND WA 98052 CONTACT WALTER MALONE -WHITE Phone :. (425)'.895 -1440 500 108 AV NE SUITE 1150, BELLEVUE WA 98004 .***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: INSTALLATION OF AN UNMANNED PCS BASE STATION CONSISTING OF 12 ANTENNAE AFFIXED TO A 25 FT POLE WICH WILL BE MOUNTED TO THE WEST. FACADE OF THE EXISTING BUILDING. r**************** * * * * * * * * * * * * * * * * * * ** * * * * * * * * ** Construction Valuation: $ 80,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed'.. Separate) .Eng: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in) .00 Flood Control Zone: N Hauling: N Start Land Altering: N Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N r*************************************************.*** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 1,262.21 r*************************************** **************k*************************** Date: ) - "G ** �� ' I hereby certify that I have read and examined this permit and know the sane to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the 4rovision of any other state or local laws regulating construction or the perf mance of work. I am authorized to sign for and obtain this development ermi t. Sl f— ?-- -------- Signature:_ Print Name: Date: l 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. C ITY OF` TU.KWILA dress 13400, 'INTERURBI N AV P er�niit F40 G97 034K ulte Te nant 5SU 5ra . i G Type G EVPERM Ap pl r ed 11/07/1997 aareei #' 000300 0115 f . °icsu.e:d 01/23/1998: :***.#C A k : k* krA kk * ***Fk'kkkk*'ik *k.l **k *kI k;kk* * ** * kkk* * A k *k•k•kkkk * * *-Ak,kk *•k* kk•kk g erm 1 t C ond.:i t ions 1,'.. No changes 'Wi 1 1',: be :. 'the _ unless apps ov by 07e it'ect or En'g acid ;: ti<e Tuk:wila.- ,:Bu ldir Di:v.ision permits., inspectiom r;`ecof >c�s, and app .plans sha11 .1 available at tiie job site`prior to the st'ar't, "tof any co.n st`r uct ;i an These f'docurnents a re to f be mairttai`r edti nd ava,i able until fi} �i .irisp appr~ovalt.i5 grsanted , A11 st,ructu tie1d1.7�g s.hal { 1 be `'done by W;�A B.0 certified: welders arld�specia�1 inspected (UBC Sec 306(a) 5) ` t` T A11 cons ,u'ction, toy be done` .in conf with ap.proved plans an` qu0 ements �f t UnIfor rn Bu f1itiP.g C ode Z . t 1 994 Ed,itie ;;;leas a mende `Un:i tor:m ;116,0ha0ical Code (1994.'Ed4tiun a nd. Wel 'tsh4ington :atate Ene'r gy, >Code, 11994 Edition) . 1la.l idi y o Per;rnit : is;crance,of :a p ermit: o . ov 1 plans if >rcations, ;and e;omput shat 1 :not� con str ue t b'e a :per rn'it for, or an approval ot, any violatio of : a ° tip of: tt e p'r ov l .ions of ; the bu r,l d,l ng co de': 4 any r Otte r; ordinance' of fire jur indiction ,'� iVo 'per m'it pres 14, ithority :to violate ur camel th p:Poviisioris of . ..ill' curl � l.h t bejalid., is s • N t it El at r .ca l ;pehmit sh■11 be Fobtaineci t hrough t he Wachinatt Div sion ofrLabrr+r` {anti ;Iitdustr',,;es and all electri cal t we r�K��( 1 1 `'be �nspelc�t d by that 'agenr l t2.4B 66 0) ; Project Name/Tenant: GTE W i r e l e s s of the Pacific Inc. Value of Construction: $80,000.00 Site Address: 1340 0 Interurban A v e .Cit9 State /Zip: Furniture World - Tukwila, WA 98168 Tax Parcel Number: 000300 - 01.15 -09 Property Owner: Hill Investment Co., LP Phone: (206) 232-7500 Street Address: Cit Sta�p 7900 SE 28th St., Ste 310 b�rc�4[� am Fax #: N/A B u i l d e r ' s i 1 der' s Concept Phon e�25) 844 -9264 Street Address: City State /Zip: 16541 Redmond Way #123C Redmond, WA 98052 Fax #: Architect. Swanson Architectural Group Phone: a r (.25) 392 -0616 Street Address: City State /Zip: 16 Front Street N. Issaquah, WA 98027 Fax #: (425) 392 -1544 Engineer: Premier Engineering - Tim File Phone: (206) 489 -1901 Fax #: %. Street Address: City State /Zip: P.O. Box 2.168 Woodinville, WA 98072 Contact Person: Walter Malone - White JM Consulting Grp Phone: (425) 635 -5839 4_qfi'D Street Address: BtY VORP :, 500 108th Ave. NE, Ste 1150 nonnn W Rax #: (425) 637-8651 Description of work to be done: Installation of an unmanned wireless communication facility. Consisting of radio equipment at arade and antennas mounted to building. Existing use: El Retail ❑ Restaurant ❑ Multi- family M Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ SchoolCollege /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse C3 Hospital ❑ Church ❑ Manufacturing ❑ MoteVHotel ❑ Office ❑ School/College /University ta. Other Will there be a change of use? ❑ yes El no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes 0 no Existing fire protection features: !A sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: _ 50 existing Area of Construction: (sq. ft.) 3S3 Will there be storage of flammable /combustible hazardous material in the building? ❑ yes no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets t• r F"Y OF T L ri violLR Permit Center 6300 Southcenter Blvd. , Suite 100, Tukwila, WA 98188 (206) 431 - 3670 Permit Number: Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APPLICANT REQUEST FOR PUBLIC WORKSSITE/CIVILPLAN REVIEW ;QF,THEtFQLLQWINfa:::.., (Additional reviews may be determinedrtiy -the Public Works Department). ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Fire Loop /Hydrant (main to vault) #: ❑ Land Altering 0 Cut ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Street Use ❑ Water Meter /Exempt #: Size(s). in Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): ❑ Miscellaneous rTPERMIT.nc)r 7/29/97 Size(s): cubic yds. 0 Fill cubic yds. ❑ Sewer Main Extension ❑ Water Main Extension 0 Deduct Est. quantity ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only ❑ Hauling gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date applinace• Date =io rirees, Applict{/jon y: (initials) PLEASE SIGN BACK OF APPLICATION FORM x BUILDING OWNE ' OR AUTHORIZED NT: Dater 1 . g Signature: /���� - au a a r • Print name. �. . 4=� °ne :� 4z...<6 35. S13., it r * x - (Y /SI"637 - 1 0 5 - i Address,. e o vFG-rE �acc LS �GL /u , Y►1/E. N s T E/f S � = u -Ev.,E y c�D City/State/Zip 13 ek /J t.J '5 q,c'a Y M BE SUBMITTED WITH THE FO WING: ALL COMMERCIAL/MUL - ILY TENANT IMPROVEMENT /ALT RATION PERMIT APPLICATIONS • +► ATIALOPA BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, E NEER OR CIVIL ENGINEER • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include • ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled El ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ Cl Construction details ❑ ❑ Sprinkler details t - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building OwnerlAuthorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND / AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPCRMIT.DOC 1/29/97 * ****k*. **.iic 4** t. *,her *•k * **A* * *k* * * *+ tkkf"t * *.A * * *A*k . k..kA * *k 1..TY OF' Tutcw]LA. WA (�(�"'� L lq. 1RANSM] :T • . kkk*•h °A:A"** *t4* ihkAk- ••k *.4k*• *. ** k*** Jlk A• kk. •**•k,4•h *h* *k•4k**** *:•Akk RANSMI7 �lumt r R 700675 'Amon t t : 3.262 •21" :11/07/97 11:93 ` • ayment Meth oti: 'CHLCK No,tet i "on: OM CONSUL:TING In i t: OH :.` Perm,i't Na:•:0g7,-0349 , ':Type: :DE ,UPLRii DEVEI OPMIEN7:`PERiMIT:_ Parce,l::.Ha :..000300_ 0113 ite Address :13 00 !NT_ERURt7AN A >:;8 Tata1 Fees: 1 Paymert :: 1,262: 1 , Total ALL Pmts f i t 262.21 ,Ralarice: 0+0 i1. *'* a ' k •k s!. * l * � * k' *: •k "•h * •k * * * * st •A� * *" +; �r •k A �� •.1:-k �. * fi•,_ *. *" *: �11 "A• •J. •A A +k, � "# � � * � h. * �• � ! * slr "* •k *"t1 •h •k 1ccount,. Code ,D.QSCr ipt i an + Amaent 00.0 322. i tip : .• OUII._DING•:7 NONRES. 762.23'.. 000/345.A30 PLAN, CHECK - NONRES 493.46 000/3386 « 90A STATE B;UILDING SURCEIAKGE : 4.30 fl..".. �LP CASCADE TEST i LABORATORY, INC. ' _ 4 TESTING & INSPECTIO 'ENGINEERS PREVIOUS 095575 12919 N.E. 1267H PLACE REPORT NO. No KIRKLAND, WASHINGTON 98034 (425) 823 -9800 EVERETT (425) 259 -0817 DATE q� I CERT. NO. +9 TO: PROJECT G TE C n IguSfirt LOCATION l D • ' BA :am - OWNER ' Ci-Di) 40, TEMP. AT AM AT PM ENGINEER ATTN: ARCHITECT , CONTRACTOR (2) INSPECTION PERFORMED RESTEEUCONCRETE ,.. RESTEEL ONLY RESTEEUMASONRY STR.ST(WELDING OTHER STR,STIBOLTING (3) ITEMS INSPECTED — FOUNDATIONS — FOOTINGS — SLAB — AUGER CAST PILES COLUMNS — DRILLED PIERS -- WALLS Cb$/'3 / )L4Y. C BEAMS — — EPOx9 A r41IP4 6 — ( LOCATION (AREAS) CblY/I7 / e . J kA a S / Dr+ trF BLDG. PONCRETEIMASONRY MIX NO. DESIGN STRENGTH (Pc) SUPPLIER TOTAL CU. YD. PLACE SLUMP (INCHES) ai SPECIMENS CAST CONTENT ( %) SEE CYLINDER REPORT NO \A1IR {� YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. go R. 17r1P ?CrIu• nifw”N,' {a. };'; "o7:tt R. ,VVIV,V INSPECTOq: t REMARKS: oro L%Li i AS rcA )024d5 0,77/ , 0 ie. Sfrs1Sjp' U.S,D CYLINDER NUMBER DATE ADE DATE TESTED AGE DAYS SIZE AREA (SO. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK 4i'i`r < 9g 3 - s 7 (pX E- C rup C 10735L 20 6- sa« k 3 Z. 2R I . 1a&aoo yo-3e A- 63 ..5 3 - zc; 2.9 P 0 o 4. DA /'E., /26 f l g C CEFJ�,�O2 r PROJ Cy1~� Zdi J LOCATION lr 4ie 5', /3 y0 t l t.1-, NO. 7 -03 q O OWNER awe ] ] AT � A AM M ENGINEER W We / , C rup C CONTRACTOR YIELD CEMENT ASTM C1064 ASTM C -143 ASTM C -138 FACTOR CONC AIR �'� 5 n �.m 6 5 k 7r 4'7 BATCH DATA FOR 1 CU. YARD DESIGN 9fi ADJUSTED WEIGHTS MOIST WEIGHTS CEMENT 5 FA. 57 ' CA!i /666 WATER , 7 (e Cl ( 1 / TOTAL T TO ATTN. THE FOLLOWING WAS NOTED: SAMPLE P/U DATE 3 ' PLACEMENT AREA & NOTES REVISED • 9/97 COPIES T : 62 CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 (425) 823.9800 EVERETT 1425) 259.0817 AECF LIED MAR 31 1993 DEa DEVELOPMENT FIELD TEST DATA AIR TEST METHOD: 0 PRESSURE ASTM C -231 OR 0 VOLUME ASTM C -173 TYPE OF BREAK: (a) Cone (c) Cone and Shear (e) Columnar (b) Cone and Split (d) Shear TEST METHOD RODUCERS: CONCRETE kA, ahir 29 z AEA 0 7r ADMIX .ay. CAC12 U COMPRESSIVE STRENGTH CEMENT C--r 3 y C - fro Z� .r- .m.,..,ra. I.".rm+tt.T won. heraer�: n+ a�+. v. nr,: nxnF.• nLr! Y• o ^n:Y.uef:e..;va,rrri.J mlxr!e:.+xRY; ' FIELD REPORT No. ASTM C -1231 ASTM C -617 • DESIGN STRENGT 3076 SAMPLING IN W APPLICABLE CODES ACCORDANCE & SPECS T� , CU. YARDS PLACED /Z--' 2.5 va 6)Ef 4 ■ ` CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS PREVIOUS 9 414 9 12919 N.E. 126TH PLACE REPORT No. No. KIRKLAND, WASHINGTON 98 (206) 623 -9800 EVERETT (206) 259.0817 DATE / CER • r TO: PROJEC,TZ� =', - /� 6.9,4te I LOCATION 0 0 . L' 11/ # / 7 . ) ) I( '+ - l WEA E ___ kV y TEMP. _, AM �/7 A 'o ENGINEE / 49+k,/ '37 F ie ATTN• ARCHITECT GL , Gt ASO GL Arck, g}'�(f , CONTR TOR /' jJ DU / �� ' � r,,rQ INSPE ION PERFORMED RESTEEUCONCRETE _ RESTEEL ONLY RESTEEUMASONRY STR.STIWELDING OTHER STR.ST /BOLTING ITEMS INSPECTED FpUNDATIONS FOOTINGS _ SLAB _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS — WALLS BEAMS -- — — (4) LOCATION (AREAS) I 4° 4 , '' ■ / (5) CONCRETE/MASON MIX NO. /1 DESIGN STRENGTH (f'c) 2 5 - IOv SUPPLIER ( < 4. �l T OTAL CU. YD. PLACED /2 SLUMP (INCHES) 3 SPECIMENS CAST __ c ' �7� A � T AIR CONTENT ( %) i .y c(r ` t4/t G 24 i e /.06 , SEE CYLINDER REPORT NO. 507 V �' YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ 1..'+: - .,;� -. .,.:..., +.:. - aa;. =�•. nt? 'rc,- .... ......_. ^i '; 1. ..._...._... .. _ _..a,,.. . ._.,__.. _. .. ..., '_L`�..k'S"C_.. F >4:1 ;:�.. ,.... :. Z' /iit,±+__..,.: 1. " ..,.. r.a:B* _ii;:3 "_.��...._..:: St:.E:L ^�._. _.:'s^':'CS';�25...: ..�a.r..y�.'•'" REMARKS: /4/ e t iDo fla_cdier / Q VS efQ c IS 0 I� A- 2. xc,m / &r a - /6 Q ) was U ��- >6:( . I Ir"er`�`C�rce/e �vtS`�Pa�! e (��� re Me.SA /Qee f 7>7U(k a LL) ( Coo li rict f (v e. (ec +r c° (bt - r7 U COPIES TO: FORM NO, CTL-89.1 INSPECTO FIELD R SIGNED' PORT CC -413 CYLINDER NUMBER DATE pAD5 DATE TESTED AGE DAYS SIZE AREA (SQ. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK y i ; � � g 3 -S 7 (pX IZ / 1o7350 400 6, Serra ,f 3 z- 2R �+,�;�'�' ©ktr i ca Sev V 3 _ z6 29 4/ DAi 2 6 / U CE gi ` r / PROJEI/ [ W i /C $ LOCATION 7–'05 f 05 CEMENT FACTOR TEMP. OWNER �VEA AIR VO TEMP. O AT '��}},, �/ AT /.7.f'M, ry / ENGINEER i l 6 5 K t /( ARC ›u ) C `/ 7 r r u CONTRACTOR u �+,�;�'�' ©ktr i TRUCK SAMPLED Z.Y5 TRUCK TICKETNO.7J7C/$T MIXNO(PL/ TIME SLUMP ASTM C -143 ° �O AIR UNIT WEIGHT ASTM C -138 YIELD CEMENT FACTOR TEMP. ASTM C -1064 CONC AIR VO � " q.OIOZ - ---- -- 6 5 K &° q7' `/ TOTAL o BATCH DATA FOR 1 CU. YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 56 / FA. /37 . ct /966 WATER 1 (e Q i Ct `/ TOTAL o CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 96034 (42S) 823.9800 EVERETT t425) 239.0817 TO • THE FOLLOWING WAS NOTED: FIELD TEST DATA AIR TEST METHOD: 0 PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173 TYPE OF BREAK: (a) Cone (c) Cone and Shear (e) Columnar (b) Cone and Split (d) Shear COMPRESSIVE STRENGTH FIELD REPORT No. ,.w...nw�e..�•w,w•o_r, -+ -. �.. vur< �aa++, uer .•,n;n.a ?eaxa,MC:u..•cwanru.•c 30764 SAMPLE P/U DATE 3 ' RODUCERS: CONCRETE " CEMENT `C-ic0 r/ CU. YARDS PLACED ! AEA -1 - � 1 ADMIX � �!' //, / CAC12 % DESIGN STRENGTH - - PLACEMENT AREA & NOTES COPIES TO • 68 •A4,k B o WASTM C-1231 TEST METHOD G 3 % ASTM C -617 SIGNED: SAMPLING IN ACCORDANCE W TH / APPLICABLE CODES & SPECS �( REVISED • 9/97 Project: ATE wi vr,(ec Type of inspection: 441.41 -f Addres : 24Dn ( M 4 L 121 Av S - Date called: , 2.-1- 1 113 Special instructions: r n Date wanted: a.m. p.m. Requester: Phone No.: IN Approved per app !cable codes. " required prior to approval. COMMENTS: • 1 n`NTeNIV r . MoO6r I fVCa bOt o-r i M P/ig '' r )..> x.rae CD #4M ( • f 1v7:> tr.ae lidit F.•f... 2 � I `1` aT4 c_� 7) •r✓ 4.1 .c 1 c=) t\„/ `mot- I . imaimai ��,t , _. ...Ira.. ---; L. .m INSPECTIO � " 9ECORD Retain a cop )-.with permit INSPECTION NO. . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Insincior, (1 ks.. -- Date: C (� $42.00 REINSPECTION FEE REQUIRED. Prior to inspectiorrfee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reins action, Receipt No.: Date: COMMENTS: INSPECTION RECO �) Retain a copy with pr - 4it INSPECTION NO. CITY :OF TUKWILA BUILDING DIVISION 6300'Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206L431 -3670 Project: ;Type- of , Address: I p ate called, I a n k. Tr) � ere t t-J2� /x 74 V. -? - 1 Special instructions:. Date wanted: a.m lr p.m. Requester: t Approved per applicable codes. I 1 Corrections required prior to approval. I Inspector: / f f A Date: Receipt No.: Date: $42.00 REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. INSPECTION RECD Retain a copy with'p INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd:, #100, Tukwila, WA 9818E Project: Type of inspection: Project:,, e�,efI #NA Address: Date called: 13�/ Oc ,I%'TFe ��e&j4/ A?E 5 -9$ Special instructions . Date wanted:. S" 2/ =98 p . m . Requester: Phone No : COMMENTS: Corrections required prior to approval. b 97-639? PERMIT NO. (206) 431 -3670 Inspector: Date: pi $42.00 REINSPECTI FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: Proje t: T — Type of inspec ion: 0 OR Address: '' " I � /� 1 Date called: Special instructions: ; Date wanted: p `� ci p.m. Requester --: Phone No.: - L9 , sC ci - Approved per applicable codes. Receipt No.: INSPECTION REC q�'Q Retain a copy with p it INSPECTION NO. CITY OF. TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: u t.A0n -11c £i CG 71s-J2 . YY7 rr% S (-1 ir -TIA 1 ,1S . O k- in 9 q • Inspector: Date: 2, 4 s/ $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Date: Pro : i I r Z er, / TYp l(J 6 0 A�� /j �(_ ` / 1 f 5 _ Date called , D ^ q g Special instructions: 4 . �...� :.. te Date want !a3- a.m. Requeste ,/2 �'taZo -� 55V 7 INSPECTION REC Retain a copy with p it INSPECTION NO. ,CITY OF TUKWILA BUILDING DIVISION 6300. Southcenter Blvd., #100, Tukwila, WA 98188 Dq7 PERMIT NO. (206) 431 -3670 n. Approved per applicable codes. COMMENTS: 1 / / � x (.1 cpla( .,4 /)., � Corrections required prior to approval. 46 he es/ / `).?> LO fria t 4) P /.,ter.. (4 �i� . , C e.4.. 4 1 , ' o f [Inspector: CeL Date: 2 1 �!� n $42.00 REINSPECTIttI FEE REQUIRED. Prior to inspection, - fee must be paid at 6300 Southcenter Blvd„ Suite 100. CaII to schedule reinspection. Receipt No.: Date: :, l COMMENTS: Inspector: Date: IEl 1 6341 INSPECTION NO PERMIT NO CITY OF TUKWILA BUILDING DIVISION I , -6300 Soutticenter Blvd., #100, Tukwila, WA 981881��it (206) 431 -3670 Project: t I Type of inspe ' wl/ I VV� d �! lb. , h . 01r- Add a s: Date called: Special instructions: Date wanted: Z, a . . Requester: Phone No.: 2 - j 1 Approved per applicable codes. Corrections required prior to approval. $42.00 REINSPECTION F REQUIRED. Prior to inspection, lee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. Receipt No.: Date: ACTIVITY NUMBER Bq1- 0 3q9 DATE PROJECT NAME COMPLETE COMMENTS • REVIEWERS INITIAL REVIEWERS INITIAL APPROVED D REVIEWERS INITIAL C:ROUTE -F frni4 Cood. COPy P AN REVIEW / ROUTING SLIP DETERMINATION OF COMPLETENESS: (T,Th) NOT COMPLETE 0 TUES /THURS ROUTING: PLEASE ROUTE 0 NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) APPROVED El APPROVED W/ CONDITIONS ❑. NOT APPROVED (attach comments) 0 1 let CORRECTION DETERMINATION: DATE DATE APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) El DATE PLANNING DIVISION 0 PERMIT COORDINATOR II DUE DATE • NOT APPLICABLE 0 DUE DATE 1 • Z7 -9$ DUE DATE (Certificadon of occupancy required. PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER bq-l DATE PROJECT NAME GTE w reJe s DEPARTMENT: BUILDING DIVISION 111 FIRE PREVENTION ❑ PLANNING DIVISION ❑ PUBLIC WORKS ❑ STRUCTURAL ❑ PERMIT COORDINATOR ❑ 1 4' DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE ❑ COMMENTS e fpp y , TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS • NOT APPROVED (attach comments) 0 REVIEWERS INITIAL APPROVED ❑ CORRECTION DETERMINATION: DATE iY DUE DATE • NOT APPLICABLE ❑ 1 APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL DATE DUE DATE 1 2.7e. (Cenificadon of occupancy required. DUE DATE PLAN REVIEW / ROUTING SLIP ACTIVI'T'Y NUMBER bq DATE k • PROJECT NAME 1T& W i re 1e5 DEPARTMENT: BUILDING DIVISION C1 FIRE PREVENTION . PLANNING DIVISION ❑ PUBLIC WORKS ❑ STRUCTURAL ❑ PERMIT COORDINATOR ❑ 1MMINNO.M. 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE ❑ NOT COMPLETE El COMMENTS TUES /TIfURS ROUTING: PLEASE ROUTE n NO FURTHER REVIEW REQUIRE ROUTED BY STAFF O (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL REVIEWERS INITIAL CORRECTION DETERMINATION: C:ROUTE -F - )91?) DATE APPROVALS OR CORRECTIONS: (ten days) DATE DUE DATE • NOT APPLICABLE, r DUE DATE -91 APPROVED n APPROVED W/ CONDITIONS C. NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL DATE DUE DATE APPROVED n APPROVED WI CONDITIONS ❑ NOT APPROVED (attach comments) ❑ (Cerdficaaoa of occupancy required. y t � C r w n; :�.;: � F .ze" 4, �t'�:`t�ip� #'is�'i<:•l��Gr'hr� �.rt.:�k�,•ss,E.,..4�:':a .. �..k1di:�t�s+ APPROVED PLAN REVIEW / ROUTING SLIP ACTIVITY NUMI3ER bq-Io349 PROJECT NAMC GTE Wi reless DEPARTMENT: BUILDING DIVISION FIRE PREVENTION I----I PLANNING DIVISION PUBLIC WORKS STRUCTURAL ❑ PERMIT COORDINATOR 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE � --- NOT COMPLETE Q COMMENTS TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Siena.) REVIEWERS INITIAL P1/43 DATE r l (7 7 1 0 APPROVALS OR CORRECTIONS: (ten days) REVIEWERS INITIAL ' " V L CORRECTION DETERMINATION: C:ROUTE -F DATE DATE DUE DATE NOT APPLICABLE Ei APPROVED W/ CONDITIONS . NOT APPROVED (attach comments) 0 REVIEWERS INITIAL DATE DUE DATE 1- Z7 wig DUE DATE APPROVED 11 APPROVED W/ CONDITIONS E. NOT APPROVED (attach comments) 0 (Certification of occupancy required. ) =tN4i a"s�:Y��;.r�kc�`:53. .ayt'J�.Yik�'i�.�w''`.rr'.Y� � �3�Shi��l� ACT,VrIT NUMBER I$I7 PROJECT NAME DEPARTMENT: BUILDING DIVISION ❑ PUBLIC WORKS 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE ❑ NOT COMPLETE ❑ COMMENTS TUES /THURS ROUTING: PLEASE ROUTE E NO FURTHER REVIEW REQUIRED El • ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) DUE DATE I • 2 7 19 APPROVED ( l APPROVED W/ CONDITIONS NOT NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL s CORRECTION DETERMINATION: DATE QNt. DATE 1 l 13 [ PLAN REVIEW / ROUTING SLIP FIRE PREVENTION ❑ PLANNING DIVISION ❑ STRUCTURAL ❑ PERMIT COORDINATOR ❑ DUE DATE NOT APPLICABLE ❑ APPROVED ❑ APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL DATE C:ROUTE -F DATE DUE DATE (Certification of occupancy required. ) XL�: is' M1: 4:. 5` �s+( CS, iLk' r' T�' hSt'+ R'( siR 1Yl.' Nt�Yifi w .../Hr.wi4V.nr.aanw ./.01 »...w+.w.mr INI.e nimur a�w. w+ e... w. a.. rwn. w•+ �nw. wrn.. r�.. w ww .....ew�..+w.'++wrw.w...r.�.... Prcirtnil+ Coe4 LAN REVIEW / ROUTING SLIP ACTIVITY NUMBER 09'1.34 DATE n 1 1 PROJECT NAME GTE Wireless DEPARTMENT: BUILDING DIVISION ❑ FIRE PREVENTION ❑ PLANNING DIVISION ❑ PUBLIC WORKS ❑ STRUCTURAL ❑ PERMIT COORDINATOR is DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 11 113191 COMPLETE ❑ NOT COMPLETE NOT APPLICABLE ❑ COMMENTS Pio e mOct (ec e ∎ V l.. rwp (l 1V Q ( - f . r l i ' n•'n ► O I ' PLEASE ROUTE ❑ ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) REVIEWERS INITIAL CORRECTION DETERMINATION: REVIEWERS INITIAL C:ROUTE -F DATE • DATE DATE 4 NO FURTHER REVIEW REQUIRED ❑ DUE DATE II 1q7 APPROVED ❑ APPROVED W/ CONDITIONS NOT NOT APPROVED (attach comments) ❑ DUE DATE APPROVED l l APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) 0 (Cerdficadon of occupancy required. ) ACTIVITY NUMBER 3 gel- O q DATE 1 ) PROJECT NAME G Wsre Ies s DEPARTMENT: BUILDING DIVISION a FIRE PREVENTION C PLANNING DIVISION PUBLIC WORKS STRUCTURAL PERMIT COORDINATOR Q DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS PLAN REVTF,W / ROUTING SLIP NOT COMPLETE TUES /THI RS ROUTING: PLEASE ROUT REVIEWERS INITIAL REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) APPROVED l l APPROVED W/ CONDITIONS CORRECTION DETERMINATION: APPROVED I 1 APPROVED W/ CONDITIONS DATE • DATE DATE DUE DATE 11 13 GO NOT APPLICABLE NO FURTHER REVIEW REQUIRED DUE DATE 1 20 NOT APPROVED (attach comments) DUE DATE NOT APPROVED (attach comments) 0 (Cerrifiadoa of occupancy required. PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER 3 q DATE 03q q iijijfl PROJECT NAME G T Wireless DEPARTMENT: BUtLDfl tG DIVISION E PUBLIC WORKS DETERMINATION OF COMPLETENESS: (T,Th) • COMPLETE C NOT COMPLETE COMMENTS TUES /TUURS ROUTING: PLEASE ROUTE ROUTED BY STAFF E REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F FIRE PREVENTION STRUCTURAL n (If routed by staff. make copy to master file & enter Sierra.) CORRECTION DETERMINATION: APPROVED n APPROVED W/ CONDITIONS DATE 1/7/3/9 7 DATE DATE PLANNING DIVISION PERMIT COORDINATOR Q 1 DUE DATE 111131967 NOT APPLICABLE NO FURTHER REVIEW REQUIRED- REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) DUE DATE APPROVED n APPROVED W/ CONDITIONS n. NOT APPROVED (attach comments) DUE DATE NOT APPROVED (attach comments) Q (Certification of occupancy required. ) PLAN REVT-W / ROUTING SLIP ACTIVITY NUMBER PROJECT NAME C 1 T W i re Iess DEPARTMENT: • BUILDING DIVISION fl FIRE PREVENTION I I PLANNING DIVISION • PUBLIC WORKS STRUCTURAL n PERMIT COORDINATOR. D DETERMINATION OF COMPLETENESS: (T,Th) • COMPLETE E NOT COMPLETE COMMENTS 14.01A4 01.44A44 ve ,ctrovAik t Vict& letm 71•• TUES /T$URS ROUTING: PLEASE ROUTE ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE DATE 1 1 9? 9 DUE DATE 11 1 13 197 NOT APPLICABLE NO FURTHER REVIEW REQUIRED E APPROVALS OR CORRECTIONS: (ten days) DUE DATE APPROVED l ! APPROVED WI CONDITIONS l 1. NOT APPROVED (attach comments) REVIEWERS INITIAL DATE CORRECTION DETERMINATION: APPROVED I I APPROVED W/ CONDITIONS REVIEWERS INITIAL C:ROUTE -F DATE DUE DATE NOT APPROVED (attach comments) (Certification of occupancy required. ACTIVITY NUMBER 0 q,. 03LI q DATE ' PROJECT NAME G'ITE W(reless DEPARTMENT: BUILDING DIVISION E FIRE PREVENTION 11 PLANNING DIVISION E] • PUBLIC WORKS a STRUCTURAL PERMIT COORDINATOR Q DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 11 113 l91 • • COMPLETE i COMMENTS • TUES /TUTTRS ROUTING: PLEASE ROUTE gl NO FURTHER REVIEW REQUIRED E ROUTED BY STAFF (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS ThflTIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED n REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED 1 APPROVED W/ CONDITIONS REVIEWERS INITIAL C:ROUTE -F PLAN REVIEW / ROUTING SLIP NOT COMPLETE E NOT APPLICABLE Ej DATE APPROVED WI CONDITIONS l !. NOT APPROVED (attach comments) • DATE DATE oUEowTE DUE DATE NOT APPROVED (attach comments) Q (Certification of occupancy required. q7 Nov-06-97 09 : 07A SWANSON ARCHITECTURAL GRP 206, 392-1544 PrOrtiia Engineering, Inc. , P.O. Roe 2161 . . Woodavvitle, WA 910 - Pb (423) 4119-1901 AL. Propered fa: ST4111012 Azobitcouuul Group Date: October 21, 1997 ' • . OV CATi n 0 \I P??'` 2 156 cot. I•M.■ L.‘1.) RECEIVED OF TUKWILA ‘517 0 7 1997 itc0-07041 Away. 8ttOneida., Toe. Consulting Engineers P.O. Bus 2168 • Woodinville, WA 98072 (206).419.1901 . ' - rp ' /OW'? • � " "" -- �e ►. by DM , Slwi O. -' rftc"i" /iMf71) Np jdleAtrr _ Jab 6 .111.4,.Pf T01�J7114 : S 117415 INVI`Atitif4fi rink eNNW4 %Nkekv it.SYWmIst.4001.401 6100 ittt.11A u,wMxrmoorm lftwet Nov -06 -97 09:07A SWANSON ARCHITECTURAL GRP 206 392 -1544 c Des/ 6,1 GR r 7aj» . 1, L4I$4 aPmo S $o rlPv exvskSJEA s` p 9Ce its / CecktY e q l.r /0104/10: 31/4, = ls' r: P.3Y orF 5 l o c o , P c ' 3,s')I)*(3ko, s 1 7.28 Fr'� Say. 4tAty /1,1 .d•st 0) o /f145 : t'i F ...o rw1-124*% • r irFf x 35 Yo '637 0 4.0..+4 ,wf Tdmis % 29 x 3 $ YeA' $510 GAu v40 an Pi a 15.'1 VrARxoOr.` k' 1')1-09o'* 637 % 2 F &IWO/ kg' 6 .0•00 -C 39 tl''w»; *It41`it')f(4374 0 ;(24VV919 ti,,,•.,■ - 1 ?1 4 # r - LA •rL r It" Seagoing V O r/rt: 003'41 0 I Z.,'75 `► f• Nw Tkte.go s ODDS - fi-f iittmL S % '/3,110 3 t = 27 ?1 r- ',38 zo31t. : spkss F,' 1.33 x 0.004410i% 3 /.1 Md 4� f. J 3�y S 3Y L.C. = 7 7.2. -= l 5h tAir At- 6 •11101N00 >:11 •'tom ?,,..tt�S ;�yt� o wr �� 2 "m Sri e( slZN6'klts 4 y:Io ta �v rF.ae� 1 3 s cos ' / ' . % t�, I.l f fizt eAly ir AJJt'r 1240 KZ 2.0x 1gq LoT of )2". Pots s �,Qr 5' /y % ADO "� % $ D>flo, wT for I.. fhw� 7 04 317.10a Y., a R % I V y7 P. 03 Noy -06 -97 09:07A SWANSON ARCHITECTURAL GRP 206.392 -1544 P. 04 Consulting Engineers i eNi b 0w 31.s No. , P.O. Box 2168 • Woodinville; WA 98072 _.... - (206) 419.1901 baap lf7YN.��! 54.000.4r ,b Mira GTr -^t +LI Tn�lr -r-0 3 10 arose ul oa r 001,v i orro t 4 " C.ort c Nemo. isx 64 -SS" rreaotodo sloes I v" I prow) 6404 gy 7 Conies, Lv'rk Pod 141117, "yvt.rr" Nrr G/oaSrs i T o r . 4 . . • W ' i 70 Al y8 Att v s 6(L) -fie " ar oan 20 as w/ HI1, PST G /00 SYs're'h wi .. .5 * 69 e 44 4t 7 7 Tfi ca,, z,� u 10,3 5jyo t4G S/ toot Henn) it o T ukw il a John W. Rants, Mayor Department of Community Development Steve Lancaster, Director FROM TO: File Michael Jenkins DATE June 5, 1998 GTE Wireless project, 13400 Interurban Ave S. O n June 4, 1998 Steve Welton from JM Consulting Group sent me a fax concerning the cost to paint the vertical portion of the antennae mount at the above address. Based upon the $8,500 i ,500cost and the questionable benefit of painting the antennae mount to mitigate its v i sual impact, the unpainted galvanized antennae mount is approved by the Planning Division. ''• 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fav (206) 4313665 . JUN, -o'4' 98 (THU) 13:49 Consulting Group, Inc. TELECOMMUNICATIONS DATE: TO: FROM: RE: June 4, 1998 Michael Jenkins City of Tukwila Steve Welton GTE Wireless Allentown PCS Facility - L97 -0065 THE FOLLOWING DOCUMENTS ARE ENCLOSED: PURPOSE/COMMENTS; One (1) Construction Bid Michael - - Steve FAX TRANSMITTAL 500 108th Ave NE, Ste. 1150 • Bellevue, WA 98004 Telephone: (206) 637.8650 • Fax: (206) 637.8651 FAX NUMBER: 431 - 3665 NUMBER OF PAGES: 4 ORIG, TO FOLLOW: Enclosed please find the above referenced bid for painting the antenna array and pole at the GTE Wireless Allentown site. The contractor is Builders Concept, Inc. If you have any questions about the bid, feel free to contact Frank Matranga to discuss them. As you can see, the main problem is the requirement of utilizing a crane to perform the work. I really appreciate your consideration of our difficulties here, and as always, I am available at (425) 882 -7472. Thanks again. Phone: JUN. -04' 98 (THU), 1.3:49 06/04/88 14 :11 FAX 2067881273 Builders Cons , Inc- 16541 Redmond Ws Suite 123 -C Redmond WA 98052 FAX TRANSMITTAL To: ,IM CONSULTING GROUP • A1TN: WALTER MALONE Fax phone: 425/ 895 -1441 CC : REMARKS: ❑ Urgent ❑ For yew review ❑ reply ASAP ❑ Please comment WALTER, HERE IS THE QUOTE YOU WANTED ON THE PAINTING OF THE TOP HALF OF THE TOWER AT THE ALLENTOWN SITE. 1 NEED TO USE A CRANE AND A MAN BASKET AT THIS SITE TO DO THIS ADDITIONAL PAINTING. THERF. IS NO ROOM FOR A LIFT ON THE NORTH END OF THE BUILDING AND D.O.T. WILL NOT LET US SET UP A LIFT IN THE BIKE LANE NEXT TO THE OFF RAMP. KEEP IN MIND, THAT THE FURNITURE STORE THAT LEASES THAT BUILDING IS GOING TO BE VERY UPSET AGAIN WHEN WE BLOCK THEIR CUSTOMER DRIVEWAY AGAIN. ANY QUESTIONS, PLEASE GIVE ME A CALL. THANKS FRANK P.S. HARD COPY TO FOLLOW TEL :425 -8 1441 BUILDERS CONCEPT P. 002 401 Date: 6/4/98 Number of pages including cover sheet: .3 1 Franc Frank J. MMt inga Mobile 425/ 276 -5549 Phone: 425/ 844 -9264 Fax phone: 425/ 788 -1273 -1 • sin No.: SITE NAME: SITE ADDRESS: I t& P n M ?I ii ftEOUEST FOR CHANCE ORDER 6/4/913 WA0145 Allmitown 13400 Interurban Ave So. Seattle, WA DragazgatimMTMAIMM'ENS • Painting per Building Department Requirement TOTAL: CONTRACTOR: BUILDERS CONCEPT, INC. DV: FRANK J. MATRANGA ITTLE! PROJECT MANAGER ANY QUESTIONS, PLEASE CALL ME AT YOUR CONVENIENCE SINCERELY, FRANK J. MATRANGA $8$W° 16341 Redmond Way Suite 2..C Redmond, WA 900324482 • Office (ZA) 8444264 • Pax (20b) 788.1273 : • • •• • .. . •.'01; • 1,11 PR • , • ..: • Taw Paint .8 1 - OVERHEAD & FEE - 15% 4 rri ao c° TOTAL 0 co SUPERVISION B&O, & Issursotie • • • , • 11 L4BOK 14IATR MATh S1JM SUB , • . TOTAL UNIT • TOTAL UNIT ' TOTAL C $1,750.00 $1,750.00 54,9115.00 S4,915.00 10.00 $0.00 $0.00 $0.00 S0.00 16,735.00 .� +.h:fNi3rX9't�VF M�J3i "+Jw�1 �1W,wf•�t+:f.ZYiv¢tY November 15, 1997 Dear Mr. Malone - White: Enclosures City of Tukwila . vg 11 14;0 1 0 iii 1 908 Department of Community Development Steve Lancaster, Director Mr. Walter Malone -White JM Consulting Group 500 - 108th Avenue Northeast, Suite #1150 Bellevue, Washington 98004 SUBJECT: LETTER OF INCOMPLETE APPLICATION Development Permit Application Number D97 -0349 GTE Wireless 13400 Interurban Av S This letter is to inform you that your permit application received at the City of Tukwila Permit Center on November 7,1997, was determined to be incomplete. Before your permit application can begin the plan review process the following requirements from the Planning Division must be met. Planning Division: Contact Michael Jenkins, Assistant Planner, at 431 -3670 if you have any questions regarding the following comments. John W. Rants, Mayor 1. This project must receive approval from the Planning Commission in order to be a complete application. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not required revised plans but requires additional reports or other documentation please submit four (4) copies of each document. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Revisions tnust be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431- 3672. Sinc rely, . 7ac.ejej6c7ry? C 43 4 Kelcie J. Peterson Permit Coordinator rite. n2LQ349 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 ;1 {, ,:.a+ <tx: ^rrt�: ;l *? ..t +,. : +, t� c•tf:tr� v �� { a�y:r +�c ° rt - a f r�'�s Y t � *`k ?JA,.i,, tr+.t't. �,:. 5,. : , ,:1'�. _:.:.t.s. <a�:':.tt:ftifta �., i�r ..t:i .. a7�'t �. ... `a. i�k4.. -. ;,,.�i ,..c..:N. ..'!st tt� <ix-e +..'r....:? ,: :�?,�.3<).�3t�r .Sv. F.itCrt. r. n;= '.t��r'���n:��."1• : 1 (�K..�a r:: s.. le., a.... „, ,t:,e� TELECOMMUNICATION SPf.CIAIIStl'... .BUILDERS CONCEPT INC 16541 REDMOND WAY STE 123C REDMOND WA 98052 "1: DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL . REGISTRATION NUMBER :CCO1 BUILDCI044RZ 12/09/1998 EFFECTIVE DATE, 12/09/1996: 16541 Redmond Way Suite 123 -C • Redmond, WA 98052.4482 • Of ice 12061844 -9264 • Fax f206) 7881273 nu ildrr4cnncrpinmin.rnm -- SITE JMCG — SAR JMCG — LUP PROP. OWNER DATE DATE DATE DATE DATE LEGAL DESCRIPTION REFER TO SHEET 'Cl" FOR LEGAL DESCRIPTION. DRAWING INDEX T TITLE SHEET, SITE PLAN AND GENERAL INFORMATION EXISTING SITE SURVEY EXISTING SHORELINE CROSS— SECTIONS A -1 ENLARGED PLANS AND ELEVATION A -2 DETAILS E -1 ELECTRICAL NOTE AND DETAILS E -2 GROUNDING PLAN 3v -- Date fermi No SEPARATE PERMIT REQUIRED FOR. 0 macwwIG^ ELEc isteN- 0 PLUMBING 0 GAS PIPING y ? Y OP Dl S10N BUILDIN NIL` t _ P lan Chec a t l , .. (Ters1 nc th 3; the a cr.>va; of C1 to errors and C s of any i ins doe ', of con- Id c. cror s opted, copy c ?p is or c� 1 acknowledged, .r�, aO c. - `' c. L 16 Front Street North Issaq Washington 98027 F(42 '6') x 25) 392 -1544 392 -0616 Project title site r o: WAO1 45 site name: ALLENTOWN Sheet. title SITE PLAN GENERAL INFORMATION Sheet no. PIECED /ED:, „( CITY OF TI,VItA +.. MOP 0 T19,97 PERMIT CENTS 0 I4Y SETBACK - ANTENNA PLATFORM'. TO PROPERTY LINE PARCEL "B' i c O SITE PLAN SCALE : 1 " =40' GENERAL NOTES: CODE DATA SIZE OF PROJECT SITE FOR EQUIPMENT AND TOWER FOR ACCESS EASEMENT TOTAL 2. EXISTING ZONING OF SITE CAI (COMMERCIAL) 3 - . PREVIOUS PERMITS: NONE VALUATION OF PROJECT: ESTIMATED. CONSTRUCTION COST.' SITE WORE, ACCESS & FENCE ANTENNA SUPPORT STRUC. TOTAL 5. PARKING STALLS. USE EXISTING DOES NOT REMOVE PARKING AREA 6. DESIGNATED' SENSITIVE AREAS:. N/A PROPOSED USE COMMUNICATIONS' - FACILITY 8. EXISTING BUILDINGS ON SITE BREAKDOWN OF USES: COMMUNICATIONS FACILITY 1. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES AND ORDINANCES. 5. SUPPORT STRUCTURE. MECHANICAL, AND ELECTRICAL SYSTEMS SHALL BE DESIGNED FOR EACH INSTALLATION SITE IN COMPLIANCE WITH 1994 UBC AND ALL LOCALLY APPLICABLE CODES, WHICHEVER IS MOST RESTRICTIVE. 6. REMOVE ALL BURRS AND BREAK ALL SHARP EDGES EXISTING JERSEY BARRIER (TIT) 2. FIELD VERIFY ALL DIMENSIONS & CONDITIONS PRIOR TO ORDERING AND BEGINNING CONSTRUCTION. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 3. ANTENNA ROUTING IS SCHEMATIC. CONTRACTOR TO DETERMINE MOST DIRECT ROUTING AS APPROVED BY OWNER. 4. ALL STEEL EXPOSED TO WEATHER SHALL BE GALVANIZED. 7. ALL COAXIAL CABLE CONNECTORS AND TRANSMITTER EQUIPMENT SHALL BE AS SPECIFIED BY THE WIRELESS COMPANY AND IS NOT INCLUDED IN THESE CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE. ALL HARDWARE TO BE STAINLESS STEEL OR AS APPROVED BY WIRELESS COMPANY. 373 SF 373 SF EXISTING PROPERTY LINE 19'1 SETBACK - BTS EQUIPMENT TO PROPERTY LINE INTERSTATE 5 10. UBC OCCUPANCY OF PROPOSED USE: NONE (UNMANNED FACILITY) 11. CODE USED FOR THIS WORK: 1994 UBC FIRE PROTECTION: N/A 13. ENERGY CODE COMPLIANCE: N/A . 14. WIND DESIGN EXPOSURE: 80 MPH, EXP. - C 15. SOIL BEARING CAPACITY: 16. FIRE PROTECTION ENGINEERS STAMP: 17. IMPERVIOUS COVER:', 373 SF NEW OR ON EXISTING (NO CHANGE) POKER 4 TELEPHONE SERVILE TRENCH' SEE DETAIL 2/EI EDGEOF� ASPHALT CONCRETE NOTES: EXIST. BIKE PATH 1. ALL CONCRETE SHALL BE MADE FROM TYPE 2 CEMENT AND SHALL HAVE AMINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. MAXIMUM SIZE OF AGGREGATE SHALL NOT EXCEED 3/4 ". SLUMP TO 2" TO 5 ". SUBMIT MIX DESIGN. 2. ALL CONCRETE SHALL BE CONSOUDATED BY INTERNAL VIBRATION IN ACCORDANCE WITH A.C.L STANDARDS RECOMMENDED PRACTICE FOR CONSOLIDATION OF CONCRETE 3. ALL COLD WEATHER /HOT WEATHER CONCRETE PLACEMENT SHALL BE IN ACCORDANCE WITH A.C.I. STANDARDS. 4. ASSUMED SOIL BEARING PRESSURE OF 2000 PSF. BEARING SOL TO BE UNDISTURBED NATURAL SOIL OR COMPA ^.TED STRUCTURAL FILL AS APPROVED., • 5. ALL NEW SOIL AND SAND UNDER FOUNDATION SHALL BE COMPACTED' MINIMUM 951 PER ASTM 01557.. 6. UNDER FOUNDATION ALL EXISTING VEGETATION IS TO BE REMOVED. TO A DEPTH OF 6 BELOW GRADE. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE ASTM A615 GRADE. 40 BARS. ASTM A185 STEEL MESH. (ALSO SEE SPECIFICATIONS) DUWAM /SH RIVER APPROX. HIGH WATER LINE (TYP) O EXISTING TREE errrt FIELD VERIFY POKER d TELEOO CONDUITS THRU WALT- AS REQUIRED HEATH R SEAL ALL PENETRATIONS sE�NT R - . DOCUMENT REVIEW /APPROVALS DOCUMENT REVIEW GTE RF GTE — RF MGR. GTE SOM GTE — FACILITIES JMCG — PE OWNER: HILL INVESTMENT CO., LP JOHN. PIETROMINICO 7900. SE 28TH ST., SUITE 310 MERCER ISLAND, WA 98040 (206) 232 -7500 CONTACT: CONTACT: ZONING APPLICATION STEVE WELTON JAI CONSULTING GROUP, INC. 500 108TH AVE NE SUITE 1150 BELLEVUE, WA 98004 (425) 635 -5834 SITE ADDRESS: FURNITURE WORLD 13400 INTERURBAN AVE. 5. SEATTLE, WA 98168-3330 APPLICANT: GTE 'WIRELESS OF THE PACIFIC 2821 NORTHRUP WAY SUITE 200 BELLEVUE, WA 98004 (425) 739 -5000 BUILDING PERMIT APPLICATION WALTER MALONE -WHITE JM CONSULTING GROUP, INC. 500 108TH AVE NE SUITE 1150 BELLEVUE, WA 98004 (425) 635 -5839 PROJECT DESCRIPTION: INSTALLATION OF AN UNMANNED WIRELESS COMMUNICATION FACILITY: CONSISTING OF RADIO EQUIPMENT LOCATED AT GRADE LEVEL, AND (3) ANTENNA SECTORS WITH A MAXIMUM OF (4) ANTENNAS PER SECTOR, MOUNTED TO WALL OF EXISTING ,BUILDING; PROJECT INFO: CONSTRUCTION TYPE:. - OCCUPANCY: NO. OF STORIES:. ?Ah' PARCEL 'NO.: 0 001615. CODE: ARISDCTION: ZONING: ACREAGE: 000300 - 0115 -09 1994 UBC CITY OF TJKWLA CAI (COMMERCIAL) 1.34 801 Bei 0I BUILDWG PERWT (RAVING RENEW MMHG WtAWNGS DESIGN REMEM 04 NOY 97 31 O. 97 SEPT 97 14 AUG 97 N0. DATE By Revisions Seals : 5389 DRAWING NOT ,VALID UNTIL SIGNED AND DATED 80 DARRELL SWANSON. COPYRIGHT 1997 Derrell A. Swenson All amens. and p iia:0o, :.e and ut an tnw remain the a dudve wcPertY Dame* A Seamen Mddtecl and may not be used or reproduced llt Me drone =It Ar r tner my and aetaee 8 W reporting my ahapmd «. to the era,tteat before Crandon. np eiN oak. nm .s Da ale a.oMa� DRAWINGS PRINTED ON 11x17 ARE 50% OF SCALE SHOWN. Folio no. Date Scale Designed by Drown by Checked by Approved by :9634190 '8 A116 91 :AS SHOWN • :NTH :DAS :DAS 0 Dote issued Date Issued for Zoning Permit :19 SEPT 97 Da issu for Building P ermit : 04 NOV 91 Dote issued for Bid Date issued for Construction : 2821 NORTHUP, SUITE 200 BELLEVUE; WA 98004 206- 739 -5058 SITE PLAN SCALE: 1"= 30' VICINITY MAP I NOT TO SCALE t \ \\ PROFILE 1 -B � `• PROFILE ` k N A N OREINAR HIr,H WATEP LINE SOUND - .WALL — (TYP) ARAPET 5'Wx1'H YP.) SURV PT 2001 N O 5 '21'45 "E AL12 CT3 _DRAIN PIPE FROM WEST r 0 N 12 qq 3Ljq PROFILE 1-C JE' SEYJ BA' REP _ EXIST. CURB (TYP. ) N R FAIN. WALL (TYP ) PROFILE 1 -D 22 PROFILE 1 -E APPROX. TOE OF SLOPE (TYP) CT20 s" SIS53' v W �� CT16 - 7 67 • 68: JERSEY BAF 'TER X 20 (TYP. ) ). EDGE ASPHALT INTERSTATE 5 LEGAL DESCRIPTION PROFILE I -F PROFILE 1 -G AL1O AL16 DUWAMISH RIVER PP 2CEL "A B �,OP �. 550.. Oa PARCEL "A THAT PORTION OF THE STEPHEN FOSTER DONATION LAND CLAIM IN SECTIIONS 14 AND 15, TOWNSHIP 23 NORTH. RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, MORE PARTICULARY DESCRIBED AS FOLLOWS BEGINNING AT A POINT WHICH BEARS NORTH 81'44'15" EAST A DISTANCE OF 199.17 FEET FROM A MONUMENT (HUB) AT THE END OF A CURVE ON THE CENTER LINE OF THE DUWAMISH- RENTON JUCTION ROAD NOW PAVED. SAID CURVE BEING APPROXIMATELY 1200 FEET NORTH AND 440 FEET WEST OF THE QUARTER CORNER BETWEEN SECTIONS 14 AND 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, THENCE SOUTH 49'24' EAST ON A LINE 150.00 FEET DISTANT FROM AND PARALLEL WITH THE CENTERLINE OF SAID DUWAMISH- RENTON JUCTION ROAD, A DISTANCE OF 835.00 FEET TO THE BEGINNING POINT OF THIS DESCRIPTION WHICH BEARS NORTH 40'01'05' WEST A DISTANCE OF. 920.15 FEET FROM A MONUMENT (HUB) AT THE POINT OF INTERSECTION OF A CURVE ON THE CENTER LINE OF THE SAID DUWAMISH- RENTON JUNCTION ROAD, SAID POINT OF INTERSECTION BEING APPROXIMATELY 1000 FEET EAST AND 20 FEET SOUTH OF THE OUARTER CORNER BETWEEN SAID SECTIONS 14 AND 15, THENCE NORTH 49'24' WEST 151.33 FEET TO THE SOUTHEASTERLY MARGIN OF PRIMARY STATE HIGHWAY NO 1, SOUTH 178TH STREET TO SOUTH 126TH STREET, SHEET 9 OF 21, APPROVED JANUARY 30, 1962 AND AS DEFINED BY EXISTING RIGHT OF WAY MARKERS; THENCE NORTH 14'43' EAST ALONG SAID SOUTHEASTERLY MARGIN 251 31 FEET TO A RIGHT TO WAY MARKER AT AN ANGLE POINT; THENCE NORTH 18'58' EAST 151.68 FEET TO A RIGHT OF WAY MARKER AT AN ANGLE POINT; THENCE NORTH 28'43' EAST 95.00 FEET TO A RIGHT OF WAY MARKER AT AN ANGLE POINT; THENCE NORTH 40'52' EAST 77.72 FEET TO A RIGHT OF WAY MARKER AT AN ANGLE POINT; THENCE SOUTH49 EAST 50.81 FEET: THENCE SOUTH 21'06'30" WEST 189.15 FEET; THENCE SOUTH 1418' WEST 210.49': THENCE SOUTH 4'11' WEST 223.47 FEET TO THE TRUE POINT OF ' BEGINNING OF THIS DESCRIPTION; PARCEL "B": AN EASEMENT FOR ROAD PURPOSES OVER, AND ACROSS A STRIP OF LAND 20 FEET WIDE BETWEEN THE 'ABOVE DESCRIBED TRACT AND THE RIGHT OF WAY. THE PUGET SOUND 'ELECTRIC RAILROAD COMPANY; AND AN EASEMENT OR ACCESS ROAD OVER AND ACROSS THE FOLLOWING DESCRIBED REAL PROPERTY, TO NAT:' A STRIP OF LAND 20 FEET IN WIDTH WITHIN'. A PORTION OF THE CITY OF SEATTLE TRANSMISSION LINE RIGHT OF'' WAY. (FORMERLY PUGET SOUND. ELECTRIC RAILWAY COMPANY RIGHT OF WAY) IN THE. STEPHEN FOSTER DONATION. LAND CLAIM NO 38, IN THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., 'iI INKING COUNTY, WASHINGTON, SAID STRIP OF LAND BEING THE 20 FEET OF LAND LYING NORTHEASTERLY OF AND' A LINE DESCRIBED AS FOLLOWS: BEGINNING AT 5. POINT ON THE SOUTHWESTERLY MARGIN OF SAID CITY OF SEATTLE TRANSMISSION LINE RIGHT OF WAY, WHICH POINT LIES SOUTH 17'42'05" WEST 54:75' FEET FROM SAID RIGHT OF WAY CENTERLINE STATION 134 -136.03, THE BEARING'. OF SAID RIGHT OF WAY CENTERLINE '.BEING NORTH 4815'15" WEST: THENCE NORTH 17'42'05 EAST 109.50 FEET, MORE OR LESS, TO THE TERMINUS OF SAID HEREIN DESCRIBED LINE. IN THE NORTHEASTERLY MARGIN OF SAID CITY OF SEATTLE RIGHT OF WAY. SITUA IN THE COUNTY OF KING, STATE OF WASHINGTON, PER FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TITLE. INSURANCE ORDER NO. 352331 -55, APPROX. 1 7,Y, WATER LIN. (TYP ) APPROX. TOP OF BAN, (TYP) 110 ONRAM BOUND I, 5 NOR TH ! DATE: AF #1715306 AND AF = 1496937 AND SEWE PER AF #5683681 BUSH - DESCRIPTION: 20' ROAD EASEMEN PROFILE 1 -I FOUND PK 7/22/97 REVISIONS '�A1[ tyr 9Mrre I t 1411 YogS PER BY: PROFIT 1- AL16 C 717 2 r •- / SURVEY POINT 2001 NAD83 4729'02.1 "N 12216'08.5 "W ELEV = 21.0 NAD27 47'29'02.7 "N 12216'04.0 "W TREE LEGEND AL =ALDER D ECIDUOUS TREE BI =BIRCH. AL12 CT =COTTONWOOD MP =MAPLE TYPE �- TRUNK DIAMETER (IN) DS= DECIDUOUS MA =MADRONA OK -OAK EVERGREEN TREE CH =CHERRY W'L =MALLOW DF18 ' CE =CEDAR .195.2 DF =DOUGLAS. FIR TOP EL IF MEASURED HE- HEMLOCK PI =PINE E,VG =EVERGREEN. NOTE TREE DRIP LINES ARE NOT TO SCALE. TREE SYMBOLS REFERENCE TRUNK LOCATION ONLY. TRUNK DIAMETERS WERE APPROXIMATED: AT 3.5' TO 4i ABOVE GROUND LEVEL. TREES LESS THAN 6" NOT LOCATED ERCEPT AS SHOWN., 9 fi LEGEND THIS PLAN DOES NOT REPRESENT A BOUNDARY'SURVEY P POWER LINE (BURIED) OP- POWER LINE (OVERHEAD) — POWER (UTILITY) POLE GUY POLE OR ANCHOR XY 0 LIGHT POLE /LUMINAIRE „G— GAS LINE 11 GAS VALVE OT PHONE LINE (OVERHEAD) 0 TELEPHONE MANHOLE SS SEWER LINE o SEWER CLEAN OUT ❑ CATCH BASIN SO STORM DRAIN W WATER LINE N WATER VALVE "Q FIRE HYDRANT : ® WATER METER CHAIN UNK FENCE 352 ,EXISTING SPOT. ELEVATION. DCI e e / DUNCANSON COMPANY, INC. cm /Irmdg Iii MC.ie mamas= ma tw.16. SO4 St. 0.00 Aim 724.4141 llrc C10073.4441 DRAWN: DAVE DATE: 7/24/97 .a*. PROJECT: 96160.148 C 1 SITE CONTACT. AREA SITE INFORMATION TAX LOT. NUMBER. SITE ADDRESS e FOUND BRASS PIN IN CONC IN CASE 7/22/97 000300 - 0115 -09 13400 INTERURBAN AVE., S. TUKWILA, WA 98168 -3330 JOHN PIETROMONICO (206) 232 -7500 60,870 S.F. 1 40± AC BENCHMARK IS RIM OF CATCH BASIN AT DRIVEWAY ENTRANCE ON INTERURBAN AVE. ELEV =17.7 SITE BENCHMARK PER ENTRANCO AS-BOLTS 11/92 PK IN ASPHALT ELEV = 18.0 CAUTION! BURIED UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE - CALL UTILITY LOCATE SERVICE R MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION 1-800-424-5555 BOUNDARY WAS DERIVED FROM: 1. RECORD OF SURVEY, AF '051205900i RECORDS OF KING COUNTY. WASHINGTON. 2. RECORD OF SURVEY, AF #8205219004; RECORDS Of KING COUNTY. WASHINGTON. 3. LEGAL DESCRIPTION PER FIRST AMERICAN TITLE COMPANY TITLE ORDER N0. 352331 -5K, 4. ASSESSOR'S 'MAP OF SEC.'S 14 & 15. T. 23 14.. R. 4 E., WM.. KING COUNTY WASHINGTON GTE t;ll 6F TUKWILA /1 /''\ rd04 7 N.9.7 im■ f T. PERMIT CENTER WA0145(F) - ALLENRMIA FURNITURE WORLD PCSSITE EXISTING SITE SUR EF APPROX. GROIN AP r HIGH WEE TOE C ga. DATUM ELEI" GROUP O I SECTION APOPCx inn T°P OF BAN TOE OF BANk "OP OF AP.PC IOC' YEA BAND LIME DATUM ELEV — GROUP l SECTION B APPROX. ORDINARY DATUM ELEI — GROUP 1 SECTION F APPROX. ORDIN APPROX. ORDINARY HIGH WA TER 1 HIGH WATER APPROX. 100 YEAR F,000 LINE APPROX. - ORDINARY HIGH WATER TOE OE BANK APPROX. )0 YEAR E )OD LINE TOE OF BANK TOP OF APPROX 100 YEAR BANK L000 LINE TOE OF TOP OF BANK n 80 100 1 60 00 00 GROUP SECTION C APPROX. ORDINARY HIGH WATER APPROX_. 100 YEAR FLOOD LINE APPROX. ORDINARY HIGH WATER —� T''. OF 'ANK DATUM . 'LEV L — 0 TOE OF BANK DATUM ELEV 1 GROUP SECTION G. APPR X. 100 YEAR FLOOD'. LINE Zr TOP OF BANK TOP OF BANK 19 1 40 6C 00 DATE: APPROX. ORDINARY HIGH WATER DA, UM ELEV —5 GROL I SECT' N D APPROX. 100 YEAR FLOOD LINE TOE OF BANK IC_ 1 APPROX. ' 0 FLO LIN E APPROX. ORDINARY 19 , HIGH. WATER,��. TOE OF B ANK DATUM ELEV — 5 GROUP 1 SECTION H n 20 10P OF HANK DATUM ELEI a0 60 80 ELEVATION OF THE 100 YEAR FLOOD PI. AIN OF THE DUWAMISH RIVER CIRANNEL IS BASED. UPON THE FEDERAL EMERGENCY MAMAGEMENT AGENCY MAP OF TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. AND IS INTERPRETED FROMFIELO MEASUREMENTS. i I RECEIVED i � TUK`NI4A NOV A 1 .19/ J -A4cG PERMIT CENTEF; REVISI ❑NS DESCRIPTION BY: TOP OF BANK 40 100 DUNCANSON COMPANY, INC. C31® �Ne� i !P lQI3Anls' LW. VI, Swab, 1►i 111.7 lisle °? +JrI As pDij�KM DRAWN: DAVE DATE 9/17/97 PROJECT: 96160.' 148, • WA0145(F) - ALLENTOWN FURNITURE WORLD PCS SITE EXISTING SITE SURVEY ' 1 04 BUa NG 5 NOV 89H PEHMT 97 DROVING :M DESCH 4 BBN RENEW FINISH FLOOR ELEVATION 3 ocr MN PER JN CONSULTING 19 2MGNG 2 SEPT RN DRAINGS 97 24 DESQ1 RENEW 1 ULY Va 97 NO. DATE By ReNstons Seals : X 6389 t' REGISTERED DARREU. I all STATE M WAS S 1- DRAWING NOT VAUD UNTIL SIGNED AND DATED BY DARRELL SWANSON COPYRIGHT 1997 Darrell A. Swanson AIL MIMI Mill= MI amino. aw pane... or. and x m *nos rem. Ws ea.. paca.Y. of Dar. A. Sem.pe MOM.. t may not wad d or r.praaaad al.. tht ordiHeef. t comma. AA ...Worn one d.tabe rlua be rwmd Nowlin. cry dYo•panato to the ara before propadM9 AM ma. r OO rot. o-aM DRAWINGS PRINTED ON 11x17 ARE 50% OF SCALE. SHOWN. Folio no :G1634130 Date :8 AUG Ql Scale. : AS SHOWN Designed by Drown by : WH Checked by :PAS Approved by : DAS 0 EXISTING BUILDING - EXISTING GRADE - -- TOP OF EXIST. PARAPET - EXISTING i' ROOF BEYOND EXISTING PROPERTY LINE EXISTING BUILDING - ALE 1 /8 " =t ,ENLARGED SITE PLAN NOTE ONE FACE OF ANTENNA MOUNT PLATFORM TO 50 ORIENTATE-0 3o° OFF OF TRUE NORTH (AZIMUTH, 30° TRUE NORTH) ro• rme wwro 30° AZINUTN SECTOR 3 - (290 °): (2) DIRECTIONAL PANEL ANTENNAS, (2) fi1TURE PANEL ANTENNA MICROFLECT WIRELESS- ANTENNA PLATFORM PROD CT NO. 81833. ATTACH TO STEEL POLE tW MICROFLECT 'MI-BRACKET PRODUCT NO. 61820. ANTENNA MOUNTING PIPE SHALL. BE MICROFLECT FNCOJL.T 140. 81478 (12 TOTAL). ANTENNA MOUNT PLATFORM AT TOP OF POLE SEE MANUFACTURERS SHOP 0W65 FOR ADDITIONAL 0FO SCALE : 1/4" =1' - FUTURE ANTENNAS NEW ANTENNA, TYP - EXISTING BUILDING - A - SCALE :1/8 " =1' 0" ©© ©o 00 5 , I , WEST ELEVATION 0° ( TRUE NORTI ANTENNA = AP189O14TO w/ 0.0' DOWN TILT, TYP ANTENNA PLATFORM - PLAN 5ECTTR 1 - (30 °): (2) DIRECTIONAL PANEL ANTENNAS, (2) FUTURE PANEL ANTENNA SECTOR 2 - (150 °) (2) DIRECTIONAL. , - PANEL ANTENNAS: (2) FUTURE PANEL ANTENNA TOP OF ANTENNAS GENERAL NOTES: I, THIS DRAWING" BY S' r '1ANSON'ARCHITEGTURAL: GROUP :HAS BEEN PREPARED TO SHOW A GENERAL' GUIDELINE FOR SUPPORTING THE ANTENNA SUPPORT STRUCTURE. IT HAS BEEN PREPARED, BASED ON INSTRUCTIONS FROM JM CONSULTING :GROUP. SIMILAR SUPPORT STRUOTURES HAVE BEEN USED ON OTHER PROJECTS. MANUFACTURE PART NUMBERS, IF SHOWN, ARE FOR GENERAL GUIDELINE ONLY., ACTUAL PART NUMBERS SHALL 9E CONFIRMED DESIGNED AND ' ENGINEERED BY THE MANUFACTURER OR FABRICATOR, DESIGN AND FABRICATION SHALL BE BY A QUALIFIED FABRICATOR OR MANUFACTURER. DESIGN SHALL MEET ALL APPLICABLE CODES: AND TAKE INTO CONSIDERATION ANTENNAS TO BE PLACED ON THE SUPPORT STRUCTURE: :WIND LOADS, SEISMIC LOADS, AND ALL OTHER LOADS AFFECTING THE DESIGN SHALL BE °'CONSIDERED. KEY NOTES: P. NEW RADIO EQUIPMENT, SEE DETAIL ® FUTURE EXPANSION EQUIPMENT; SHOWN FOR COORDINATION PURPOSES O NEW TRANSITION VAULT AND COAX CONDUIT; VERIFY WITH EQUIPMENT MFR C NEW CONCRETE EQUIPMENT PAD, SEE DETAIL O NEW UTILITY SERVICE MOUNTING' FRAME, SEE DETAIL O NEW WAX CABLE WAVEGUIDE MOUNTED ON CONCRETE PAD, SEE DETAIL / NEW COAX CABLE WAVEGUIDE MOUi +TED ON EXIST. WALL 8 NEW 12 "0 GALV. PIPE. SEE DETAIL A - Z ® NEW .ANTENNA PLATFORM AT TOP OF 12 "4 GALV SGHD 40, STEEL PIPE, SEE DETAIL CJ NEW 12 "4 GAIN. SGHD. 40 STEEL PIPE, SEE DETAIL \D A -2 QK NEW 12' -0" WIDE DOUBLE ACCESS GATE, SEE DETAIL QL NEW b' -O" 1116H CHAIN LINK FENCE WITH 12" OF 3- STRAND BARB WIRE AT TOP , TYPICAL (4) SIDES, SEE DETAIL Q QM - REMOVE UNSUITABLE SOIL FROM EXISTING GRADE WITHIN SITE AREA AND USE SUITABLE MATERIAL FROM FOUNDATION EXCAVATION TO FILL AND GRADE SITE WITH CROWN AS 2 -5 %, COMPACT TO 90%. GRAVEL SITE WITH 4" OF 5/8 "x1/4" GLEAN CRUSHED ROCK WITH NO ,FINES. O NEV GPS ANTENNA �J NEW POWER AND TELEPHONE CABINETS BY GTE, SEE DETAIL ® NEW POWER 8 TELGO IN TRENCH, SEE DETAIL ® SEE SITE PLAN ON SHEET "T" FOR ROUTING. LOWER LEVEL FINISH FLOOR EL `- 20.5' • -- EXISTING BUILDING 1 - 20 - - - -- - EXISTING BUILDING Dote issued Dote' issued for Zoning Permit : 19 SEPT 91 Dote issued for Building Permit :04 NOV 9 11 Dote issued for Bid Date issued for Construction 0 O 2821 NORTHUP, SUITE 200 BELLEVUE, WA 98004. 206 -739 -5000 16 Front Street North 9/ 1 Issa x (4 5 h392t -1544 027 F 42 3392 -0616 o ns L'N GTE PCS 3[rE 0 Project title site no: WA0145 site name: ALLENTOWN Sheet title :. ENLARGED PLANS AND ELEVATIONS Sheet 0 I/2'0 CONC. BOLT (TIP.) I -5/8' UNISTRUT - GHA AT 3' -0"t O.G. HORIZs (1YP. ® BOTH CONDITI COAX GABLE SUPPORT BLOCKS (1YP.0 BOTH CONDITIONS) - -- -. I/2 "0 CONC. EXPANSION BOLT (TOP) _ -.. ANSION COAX CABLE SUPPORT BLOCKS (TOP. n BOTH CONDITIONS) 20 GA. GALV. 5', -IEET METAL SHROUD, PANT TO MATCH EXISTING WALL (TOP 0 _BOTH CONDMONS) -- - -- - - -- I -5/8" UNISTRUT CHANNEL AT 3 0.C. HORIZONTALLY; (TYP. 0 BOTH CONDITIONS) - CONDITION A EXIST CONCRETE WALL CONDITION 12" 4 G ALV GABLE GUIDE - WALL/PIPE MOUNTE SCALE : 0 THREADED ROD W/ FENDER. W ASHER t NUT TOP t BOTTOM (TOP) -._. ATTACH SHEET METAL SHROUD TO ° L" PIECE USING *E, SHEET METAL SCREWS A 8 O. (TYF' ® BOTH CONDITIONS) - SHEET METAL "L" P EGE EACH SIDE (T(P ® BOTH CONDITIONS). -- -- — f= XISTING: CONCRETE DIMENSION TO BE DETERMINED BY SIZE AND NUMBER OF CABLES GABLE RUN SECTION SCALE : 1 " =1' -0" SCALE : 1" =1" -0'' 1/2" d U -BOLT ®3: HORIZONTALLY; HANGER BLOX AND HARDWARE BY ANDREW. SIZE TO BE DETERMINED BY COAX CABLE SIZE. 1/2" P U-EOLT 9 3'-0 "t O.G. HORIZONTALLY; -- NEW 12 '5 GALV. PIPE - NOTE,. ALL SHEET METAL EDGES TO HAVE 52" HEM CONDITION A EXIST CONDITION NEW CONCRETE WALL 12" 4' GALV. PIPE GABLE GUIDE INALL/PIPE MOUNTED — - 5/8 "5 GALV. NUT t. WASHER - -- 12" SCHEDULE 40 GALV. PIPE -__ — 5/8 "6 . GALV. THRO ROD, EPDXY GROUTED WITH HILT1 HIT. 0100 SYSTEM. SIDE /SECT. VIEW PIPE MOUNT DETAIL SCALE 3/4 ° =1' -0" NOTE: A TOTAL OF (4) PFE MOUNT DETAI:4MREFER.---OnsTHER.ILL" BE WITH O MINIM SPACING "CENTER T CENTE TO DRM544& `. 2 /A -1 IEPORM!ATIO' t EXISTING NOTES THE DETAIL . f. .GATE POST AND 0015 P050. 2 -718" OD. PIPE, 5C.4 80 ASTM -F1083 2. LR€ 5050: - 2 "718" OD. PIPE, 5CHED 80 " ASTM -F083 3 GATE P0055 5: L50" OD saw 50'ASTt4 -2083 4. TOP AND 5RACE RAIL - L66 0D. PIPE, 9GHc0 50 55TM -FI083 18 "8 CONC. FOOTING 0 CORNER tj `AND GATE POSTS, 1:`0 AT LINE POSTS, TOP.. TRUSS OR TENSION ROD AS 5E00 — CHAIN LINK FABRIC 12 "8 FOOTING 5 LINE. POST 5. TIE WIRE: MINMR4 II 6A GALVANIZED STEEL 6. ' BARBED WIRE: DOUBLE'.5TRAND 12 -I/2 OD. "WOMB WIRE TO MATCH FABRIC WITH 14 GA., APT BARBS 5PAGE0 ON APP.ROXWATELY 5. CENTERS 7.. GATE LATCH I -3/8 OD. RINGER ROD WITH 5 5HROOM TYPE CENTER CATCH 2621 NDRTHUP, SUITE 200 BELLEVUE, WA 98004 206- 739 -5000 SI ELEVATION NOTE 005 - 3116 3/Ib EXISTING 6' CONCRETE TILT -UP PANEL 13' -40 46" DIA: KNOCKOUT - - -- 2 PLACES FONT COVER PLATE - NE KNOCKOUT PLATE-- I OPENING 4 5/8" VAULT KNOCKOUT DETAIL SCALE : 1 1/2 " =1' -0" VERIFY WIDTH OF CABINET PRIOR TO CONSTRUCTION- - (3' -0' MAX. WIDTH) SCALE : 1/2 " =1' -0" 5' EMBED 1 I/2' PLAN VIEW T" I 2' -0" 1 1/4" UTILITY MOUNTING FRAME - -- 15/8 UNISTRUT SPACED AS REQUIRED FOR INSTALLATION OF EQUIPMENT. (3) TYPICAL. TELEPHONE CABINET BY GTE. SEE DETAIL' 59200 055TRUT POST WITH I/4" SEAL PLATE WELDED IN TOP -. -- LINE OF CO55°ETE PADS-.. — -- - 6 "x6 "xki" UNISTRUT SASE FRONT ELEVATION BOLTED TO CONCRETE (AD I. 36" MINIMUM CLEARANCE REQUIRED BETI^EEN INSTALLEL EL500510AL EQUIPMENT AND ANY OBSTRUCTION. 2. LOCATE BOARD PER ARGH13001)RAL PLANS. EXISTING b" CONCRETE TILT -UP PANEL ,- - - - -- SADDLE CUT MC 6x15.3 GALV. NOTE: EQUIPMENT CABINET SUPPLIED AND INSTALLED BY OTHERS. THIS DETAIL 15 FOR INFORMATION ONLY, CONTRACTOR TO VERIFY ALL CABINET REQUIREMENTS EQUIPMENT CABINET SCALE 3'-0" GP5 ANTENNA RADIO EQUIPMENT CABINET; VERIFY MARFAGTUP.ER AND REQUIREMENTS NTH PRO.EGT MANAGER 511:411 REQUIRED CLEAR SPACE AROUND EQUIPMENT CABINET. MFR. TO PROVIDE KNOCKOUT FOR CONDUIT IN EQUIP. CABINET CONTRACTOR TO PROVIDE t INSTALL (2) 4' 00455(T5 FROM 550IP. CABINET TO TRANSITION VAULT PER MFR. TRANSITION VAULT GP5 ANTENNA EQUIPMENT CABINET KNOCKOUT PATE 5E5 TRANSITION VAULT 510155N5 SURFACE VARIES NOTE: SEE PLAN SCALE : 1/2 " •1 " -0" 5 FENCE POST AND . 45° ANGLED BRACKET 4" OF 5/8" x I/4' GLEAN, CRUSHED ROCK WITH NO FINES WITHIN PROJECT AREA INE OF EXISTING SRADE SEE PLAN I /AI FOR DIMENSIONS AND ECIUIP iENt ORIENTATION EQUIPMENT SLAB -- SECTION AND CONCRETE NOTES ON SHEET 'T', FOR ADDITIONAL INFORMATION. 1 EXPIRES 6/4/99 TRANSMITTER EQUIPMENT CABINETS: PROVIDED AND INSTALLED BY OTHERS; CONTRACTOR TO VERIFY MOUNTING REOUIRENIENTS WITH MANUFACTURER. s" CONCRETE SLAB ON GRADE W/ 6x6 x W2.9x N2.9 WELDED WIRE FABRIC. AT CENTER b" COMPACTED, CRUSHED ROCK GRADE PER SITE PLAN. SLOPE TO DRAIN AWAY FROM PAD MINIMUM REBAR COVER: 2" AT FORMED SURFACES. 3" AT UNFORMED SURFACES. *3 BAR AT Ib "oc TYPICAL AT PERIMETER (2) 84 BAR, CONTINUOUS TOP AND BOTTOM — 3 STRANDS OF BARBED WIRE MOUNTED ON KNEE BRACE AS SPECIFIED KNEE BRACE TO OUTSIDE TOP RAIL O" MIN SH TO FINISH GRADE b MAX 5135 GRADING STRETCH BAR SEE LATCH NOTE eT 48 FOOTING e'GATE AND GORIER POSE BRAIDED 64401 STRAP FROM FENCE 00 5515 /a h. • ��9i - 3 '. O Date issued Dote issued for Zoning Permit Doteissued for Building Permit : NOV 91 Dote issued for Bid Dote issued 'for Construction 16 Front Street North Issaquah Washington 98027 Fax (425) 392 -1544 (425) 392 -0616 Project title : site no: WA0145 site name: ALLENTOWN 5505550 CITY OF TUNWRA 2104 0 7 1997 PERMIT CENTER4Y.� 2 04 NOV 97 BBH BUILDING PERNIT DRAWING 1 31 OCT 97 BBH DESIGN RENEW NO. DATE By Revisions Seals : 6869 REGISTERED CISTECT /•' STATE OP WAIRINOT011 DRAY,NG NOT VALID UNTIL SIGNED AND DATED BY DARRELL SWANSON COPYRIGHT 1997 Derrell A. Swanson . dr, ncae mum NI arMill . me gedncatlona on mE of oU times remain u• ex... aw.rty of Donal A Seca. Arcata, one may not E•a..e rc""'" .a w i. orate ..pad my ebapanda. W tna ovate. o not mole dr proceeding alto yak. O o not mole bainas DRAWINGS PRINTED ON 11x17 ARE 50% OF SCALE SHOWN. Folio no. : 9634130 Date : 29 OCT 91 Scale : AS SHOWN Designed by . Drown by : 68H 'Checked by :OAS . Approved by I/2'0 CONC. BOLT (TIP.) I -5/8' UNISTRUT - GHA AT 3' -0"t O.G. HORIZs (1YP. ® BOTH CONDITI COAX GABLE SUPPORT BLOCKS (1YP.0 BOTH CONDITIONS) - -- -. I/2 "0 CONC. EXPANSION BOLT (TOP) _ -.. ANSION COAX CABLE SUPPORT BLOCKS (TOP. n BOTH CONDITIONS) 20 GA. GALV. 5', -IEET METAL SHROUD, PANT TO MATCH EXISTING WALL (TOP 0 _BOTH CONDMONS) -- - -- - - -- I -5/8" UNISTRUT CHANNEL AT 3 0.C. HORIZONTALLY; (TYP. 0 BOTH CONDITIONS) - CONDITION A EXIST CONCRETE WALL CONDITION 12" 4 G ALV GABLE GUIDE - WALL/PIPE MOUNTE SCALE : 0 THREADED ROD W/ FENDER. W ASHER t NUT TOP t BOTTOM (TOP) -._. ATTACH SHEET METAL SHROUD TO ° L" PIECE USING *E, SHEET METAL SCREWS A 8 O. (TYF' ® BOTH CONDITIONS) - SHEET METAL "L" P EGE EACH SIDE (T(P ® BOTH CONDITIONS). -- -- — f= XISTING: CONCRETE DIMENSION TO BE DETERMINED BY SIZE AND NUMBER OF CABLES GABLE RUN SECTION SCALE : 1 " =1' -0" SCALE : 1" =1" -0'' 1/2" d U -BOLT ®3: HORIZONTALLY; HANGER BLOX AND HARDWARE BY ANDREW. SIZE TO BE DETERMINED BY COAX CABLE SIZE. 1/2" P U-EOLT 9 3'-0 "t O.G. HORIZONTALLY; -- NEW 12 '5 GALV. PIPE - NOTE,. ALL SHEET METAL EDGES TO HAVE 52" HEM CONDITION A EXIST CONDITION NEW CONCRETE WALL 12" 4' GALV. PIPE GABLE GUIDE INALL/PIPE MOUNTED — - 5/8 "5 GALV. NUT t. WASHER - -- 12" SCHEDULE 40 GALV. PIPE -__ — 5/8 "6 . GALV. THRO ROD, EPDXY GROUTED WITH HILT1 HIT. 0100 SYSTEM. SIDE /SECT. VIEW PIPE MOUNT DETAIL SCALE 3/4 ° =1' -0" NOTE: A TOTAL OF (4) PFE MOUNT DETAI:4MREFER.---OnsTHER.ILL" BE WITH O MINIM SPACING "CENTER T CENTE TO DRM544& `. 2 /A -1 IEPORM!ATIO' t EXISTING NOTES THE DETAIL . f. .GATE POST AND 0015 P050. 2 -718" OD. PIPE, 5C.4 80 ASTM -F1083 2. LR€ 5050: - 2 "718" OD. PIPE, 5CHED 80 " ASTM -F083 3 GATE P0055 5: L50" OD saw 50'ASTt4 -2083 4. TOP AND 5RACE RAIL - L66 0D. PIPE, 9GHc0 50 55TM -FI083 18 "8 CONC. FOOTING 0 CORNER tj `AND GATE POSTS, 1:`0 AT LINE POSTS, TOP.. TRUSS OR TENSION ROD AS 5E00 — CHAIN LINK FABRIC 12 "8 FOOTING 5 LINE. POST 5. TIE WIRE: MINMR4 II 6A GALVANIZED STEEL 6. ' BARBED WIRE: DOUBLE'.5TRAND 12 -I/2 OD. "WOMB WIRE TO MATCH FABRIC WITH 14 GA., APT BARBS 5PAGE0 ON APP.ROXWATELY 5. CENTERS 7.. GATE LATCH I -3/8 OD. RINGER ROD WITH 5 5HROOM TYPE CENTER CATCH 2621 NDRTHUP, SUITE 200 BELLEVUE, WA 98004 206- 739 -5000 SI ELEVATION NOTE 005 - 3116 3/Ib EXISTING 6' CONCRETE TILT -UP PANEL 13' -40 46" DIA: KNOCKOUT - - -- 2 PLACES FONT COVER PLATE - NE KNOCKOUT PLATE-- I OPENING 4 5/8" VAULT KNOCKOUT DETAIL SCALE : 1 1/2 " =1' -0" VERIFY WIDTH OF CABINET PRIOR TO CONSTRUCTION- - (3' -0' MAX. WIDTH) SCALE : 1/2 " =1' -0" 5' EMBED 1 I/2' PLAN VIEW T" I 2' -0" 1 1/4" UTILITY MOUNTING FRAME - -- 15/8 UNISTRUT SPACED AS REQUIRED FOR INSTALLATION OF EQUIPMENT. (3) TYPICAL. TELEPHONE CABINET BY GTE. SEE DETAIL' 59200 055TRUT POST WITH I/4" SEAL PLATE WELDED IN TOP -. -- LINE OF CO55°ETE PADS-.. — -- - 6 "x6 "xki" UNISTRUT SASE FRONT ELEVATION BOLTED TO CONCRETE (AD I. 36" MINIMUM CLEARANCE REQUIRED BETI^EEN INSTALLEL EL500510AL EQUIPMENT AND ANY OBSTRUCTION. 2. LOCATE BOARD PER ARGH13001)RAL PLANS. EXISTING b" CONCRETE TILT -UP PANEL ,- - - - -- SADDLE CUT MC 6x15.3 GALV. NOTE: EQUIPMENT CABINET SUPPLIED AND INSTALLED BY OTHERS. THIS DETAIL 15 FOR INFORMATION ONLY, CONTRACTOR TO VERIFY ALL CABINET REQUIREMENTS EQUIPMENT CABINET SCALE 3'-0" GP5 ANTENNA RADIO EQUIPMENT CABINET; VERIFY MARFAGTUP.ER AND REQUIREMENTS NTH PRO.EGT MANAGER 511:411 REQUIRED CLEAR SPACE AROUND EQUIPMENT CABINET. MFR. TO PROVIDE KNOCKOUT FOR CONDUIT IN EQUIP. CABINET CONTRACTOR TO PROVIDE t INSTALL (2) 4' 00455(T5 FROM 550IP. CABINET TO TRANSITION VAULT PER MFR. TRANSITION VAULT GP5 ANTENNA EQUIPMENT CABINET KNOCKOUT PATE 5E5 TRANSITION VAULT 510155N5 SURFACE VARIES NOTE: SEE PLAN SCALE : 1/2 " •1 " -0" 5 FENCE POST AND . 45° ANGLED BRACKET 4" OF 5/8" x I/4' GLEAN, CRUSHED ROCK WITH NO FINES WITHIN PROJECT AREA INE OF EXISTING SRADE SEE PLAN I /AI FOR DIMENSIONS AND ECIUIP iENt ORIENTATION EQUIPMENT SLAB -- SECTION AND CONCRETE NOTES ON SHEET 'T', FOR ADDITIONAL INFORMATION. 1 EXPIRES 6/4/99 TRANSMITTER EQUIPMENT CABINETS: PROVIDED AND INSTALLED BY OTHERS; CONTRACTOR TO VERIFY MOUNTING REOUIRENIENTS WITH MANUFACTURER. s" CONCRETE SLAB ON GRADE W/ 6x6 x W2.9x N2.9 WELDED WIRE FABRIC. AT CENTER b" COMPACTED, CRUSHED ROCK GRADE PER SITE PLAN. SLOPE TO DRAIN AWAY FROM PAD MINIMUM REBAR COVER: 2" AT FORMED SURFACES. 3" AT UNFORMED SURFACES. *3 BAR AT Ib "oc TYPICAL AT PERIMETER (2) 84 BAR, CONTINUOUS TOP AND BOTTOM — 3 STRANDS OF BARBED WIRE MOUNTED ON KNEE BRACE AS SPECIFIED KNEE BRACE TO OUTSIDE TOP RAIL O" MIN SH TO FINISH GRADE b MAX 5135 GRADING STRETCH BAR SEE LATCH NOTE eT 48 FOOTING e'GATE AND GORIER POSE BRAIDED 64401 STRAP FROM FENCE 00 5515 /a h. • ��9i - 3 '. O Date issued Dote issued for Zoning Permit Doteissued for Building Permit : NOV 91 Dote issued for Bid Dote issued 'for Construction 16 Front Street North Issaquah Washington 98027 Fax (425) 392 -1544 (425) 392 -0616 Project title : site no: WA0145 site name: ALLENTOWN 5505550 CITY OF TUNWRA 2104 0 7 1997 PERMIT CENTER4Y.�