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HomeMy WebLinkAboutPermit B92-0126 - CELLULAR ONE - EQUIPMENT VAULT AND ANTENNA POLE0 1 . • , , ::: • b-b LJ , • 4't • v., CELLULAR. OKI City of Ttl1CW11,L Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: B92 -0126 Type: B -BUILD Category: NRES Address: 15426 35 AV S Location: SE PORTION LOT 18 Parcel #: 004300 -0303 Zoning: C2 Type Const: Gas /Elec: Wetlands: Water: N/A Sewer: N/A Contractor License No.: BUILDING PERMIT Front: Left: Type of Occupancy: EQUIPMENT Slopes: X TENANT CELLULAR ONE 617 EAST LAKE AV E, : ._SEATTLE :WA 981`.09. OWNER LEE FENG -MAO LEE YANG SHU -CHEN, PO BOX. 68925, SEATTLEWA'98168 CONTACT BROWN, JAIMIE' 617 EAST LAKE AV E, .SEATTLE WA 98109 * * * * * * * **•*** * *** *4 fish ** ** *sir* * ** *** *** **** *.** ** * * * ** ** fc * * **k,** *** ** * * *** * *** Permit Descript;ion:' INSTALWASHINGTONSTATE APPROVED PREFABRICATED EQUIPMENT,;VAULT. INSTALL °60 FOOT ANTENNA POLE FOR TELECOMMUNICATIONS: Units: oo;i Buildings:., 001, Fire Protection : HALON 1301, i UBC Edition: 1988 Total Permit Fee: '624;`.08 * ********'******.***.*********.******'******'***.** k * * * * * * * * * * * * ** * * * * * * **` ** * * * ** :W a t e -' : q_._ciA Permit Center Authorized Signature Date' SETBACKS Back:,, Right: Valuation: 44,O00.00 I herebycerti,fy that I have read andexamined this; permit an'd. know the same to be. `true ,and correct. All provisions ; of ~,law. and ordinances:; governing this'Work will be complied :With, whether` specified herein or not The granting`: of this., permit does not presume to'give authority violate or cancel - he: +rovisions of any other state or iocal laWs regulating construct i •1 o ' \the • formance 'o,f.. work .. I am authorized to sign for and obtain this bui � • mit. Signature:\ `'. Date: r y ., Print Name: As L'c_t- ►__ . :s�R� Title Status: ISSUED Issued: 09/09/1992 Expires: 03/08/1993 Phone: 206 389 -5302 Phone: 206 389 -5302 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. (206) 431 -3670 5 0i)e... ?150 f PERMIT NO. CONTACTED ��1,4•r►a�I_ : (init.) .► r is, 1 =tal I DATE READY DATE NOTIFIED u -1 "� q� PERMIT EXPIRES 2nd NOTIFICATION L c� j �BY: 215 AMOUNT OWING 3c6 D OO u 3RD NOTIFICATION BY: (init.) PLAN CHECK NUMBER .40q Q � 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) SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE i-F.E 1 OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. BUILDING - initial review O FIRE %PLANNING O PUBLIC WORKS O OTHER O BUILDING - final review PROJECT NAME &L&A/cuu /no SITE ADDRESS SUITE NO. Li/24 /v/ Luc REVIEW COMPLETED ROUTE INIT:./�� 7f ela INrr: J INIT: BUILDING(. ?ERMIT APPLICATION TRACKING vy CONSULTANT: REFERENCE FILE NOS.: "' /J4Lz UIRRM Date Sent FIRE PROTECTION: ( ) Sprinklers FIRE DEPT. LETTER DATED: MINIMUM SETBACKS: N- S- TYPE OF CONSTRUCTION: Date Approved - N/A 1 INSPECTOR: - 3 ✓1 , c r I G c .- - ZONING: 1BAR/LAND USE CONITITIO07 UTILITY PERMITS REQUIRED? Yes Noo .2//5792 PUBLIC WORKS LETTER DATED: UBC EDITION (year): lettg w- TOTAL OCC. LOAD SITE ADDRESS SUITE # / . -., 5 /1 S. VALUE F CONSTRUCTION - $ 1/y ObV PROJE CT NAME/TENANT ✓ .. +.,,h , ;- �f�lc7 /4,,, /( a i �� % - % l /C ASSESSOR ACCOUNT # (comm I) L) Demolition (buildi g --CJ Other , ...4 !%ilu /' Ce "'� TYPE OF. New Building Addition ❑ Tenant Improvement WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) DESCRIBE WORK TO BE DONE: � / ! /4e.-74;Z: cam c• s�i¢' /r � < S L � J.fF,e�•. � ��!✓ ...e, � qr,,.... A. BUILDING USE (office, warehouse, etc.) -- 7;:.( L 'CGl6 {N LC Vi. •( r. 4 ��(/e -` / a �.4ki •7 ta C L) 7;;;)4 /^:'if•�... �S:d1^ s: le (ex 4ifa c:741.4 4l NATURE OF BUSINESS: k ceitij , i .. 4 ,,, � :.. bo'. -p. WILL THERE BE A CHANGE IN USE? ❑ No ❑ Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: l.6' I/ /ere nt Space: Area of Construction: ree,/ ,6` .1/ WIL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? No ❑ Yes IF YES, EXPLAIN: PROPERTY OWNER S ,�,„, 1 ..... . e . PHONE ADDRESS ll 3U R "`-r` C i L�ft�/./... ZIP j.61/bis' CONTRACTOR e r r , /4 „ / „,„- Gi: / ) _( t. PHONE e EXP. DATE S -o ,� ZIP F r/0,-; ADDRESS / 7 L - ,/s7.2�,J /GF /a de. Seezie e 4. �/� WA. ST. CONTRACTOR'S LICENSE # ARCHITECT . s•frI ( /)4 vIO e /1'') PHONE ZIP ge707 ADDRESS / p 7 / sf 4✓•e .See /14- E/ / BUILDIN PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 DESCRIPTION ` AMOUNT,. '`: RCPT..# (206) 431 -3670 BUILDING PERMIT PLAN:CHECK:FEE. U PLAN CHECK NUMBER a ( c�• BUILDING SURCHARGE; : OTHER. ;> c .,. HEREBY C THAT I HAVE READ AND EXAMINED THiS APPLICATiI . E:::71RUE:AND::CORRECTAND:tilAIWAUTHO RI ED TO APPLY FOR: THIS.. PER DATE APPLICATION ACCEPTED \' 93, DATE APPLICATION EXPIRE5EHNt,T LL, 52a_ BUILDING OWNER SIGNATURE OR AUTHORIZED PR ffyT NAM E�,�� AGENT ADD ESS r (- 4 5 y ( _4 (c. £.. ,4-ve G" CONTACT PERSON 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. RECEIVED if you have any questions about our process or plan submittal requirement � ( a se L contact the Department of Community Development Building Division at 3474 'w 0311 &91 COMMERCIAL SUEWIITTAL CHECKLIST ••••••••■•=e . .. . NEW COMMERCIAL BUILDINGS/ADDITIONS . „.. . Fa Completed building permit application font) for each struture Assessor AccountNumber„ . , Twa,setS, of the foliowing • , . . • •.: Specifications Structural Calculations stamped by a engineer: report stamped by a Washington StatelictinSed en g Soils I Topographicas " I survey licensed Energy calculations by a Wasliington.,State ed . engineeror architect • • : . • „ : • „ Legal description • • .. • . r-1 Working drawings ; stamped by a Washington State licensed ' architect, which • . : .Site 'Oen , •• Architectural:draWing s • : . • • Structural drawings : • Meohtinic-al : • „.. . „ • Elevations CIvi drawings • ET Completed Utility :permit application:(one:for entire. project) ,• •• I Six (6) sets of civil drawings NOTE: ..Sea , . COMMERCIAL TENANT IMPROVEMENTS 1: g :d buildin permit - applicatiOn'(onejtit each :atructUre Two (2) sets of construction pIans which Inclu • Landscapo plan (if • •••., • • 1,8s .........„ . . . Tenant kientioh Use of adjacent • Floar:plati::of :proposed tenant spaoo • Tenant space plan with use ot each room Iabelled Exit doors egress patterns Oonstructjori details Cross . . • se mt for floor and cefling T maybe NOTE 1/ On , • : " • " • • : : ".. ............. .,..,......... ppliCation(one .•- ••, • ." :",• •.•... • ••:-.•:••• •:. •••:••• • •••••-• , i . ...1■1 ‘ .. :••'::off of . .. .. ... . . . . . ....... ..... AN 7 1,1 p ... ; O S. El Assessor Aocount Number . . (sh owin g Oetafls aritenna/satojjfte dsh and method of attachment StruouraI ctcuIatjons stamped by • W ashi ngto n FoUrigati66,:045 ................................. Rootplan Budding elevabons (all view Building cross section NOTE 11 any utlI;ty work Is to be done 11 il ........ ..... . . • . ••• .. ............................ ,. ... . .... ., . .. •:••••_2:::::::::::... -- - - -.•••••••••••••••_ _:......::..::::••_:•.•:::,, : :::: : ::: : : : :....,......,..„,,.....,...... ........ :..cOfroe.teo...b.i.i.4.400:•porm.it;applicatton: :Aside:StirACOOtintiNiiinbee"•:',::"" , . , . .. . .. an '"..Nanittl1/0:iieSCribittcl:exIsting :too ;:itriater10::001ng:remoyed; 01i1011i!,4!!f40;':':... NOTE A . crvt!fl Jettor Is req ui,odprlor Off of tho porii1t • COMMENTS: • " S c •tt L-- i 11. A is - N C ` A Ito LA Nl) 'T"la^. S i '. ' i W 57 — or- Jo s i Z ‘5't 0.:-.7S. :1- CO"—V&A-0 tN nit .Dews 1 ShJ FFirAAJ rJ et -A-r. M4 #4,JO Sift /JA-c4 X1 rPA,VTtCuLAA /L. jtc Utrz- 1/4 >, 4∎ - 7JT"' drt. -- S tea 4A-1--g y wn-8 C. ,imQ — eV 4 N.12 NE Snl 714A-I ,Je r1 - a- Me Noa_ C - z cc: LA - oWe ,Des r f-e - in Hkv5" 1 T Ice-N1Cep A.IP - 1 - 14 A-1 C L Lu LA o, NA /VeduzV ? 1 - r - A-S3 /S. E gLA - 74S S N tk1 TWA .Oe1 i LS - 0 A/c 1A117 A rJ r) NE cnl ■ T748 tti\ dd � G� . ar . p.m. ail A -nom/ Project; /t Iype of Inspection/ h1kV Address: / q a L' :35 ?rV C -* Dale Called: Special Instructions: i<1 . X 43 - L6S Date Wanted: ar . p.m. Requester: Phone No.: 4/511 6,2,(? P 0. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ' Approved per applicable codes. [inspector: Recept No.: t / r- O(2(o PERMIT N0. (206) 431 -3670 Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedulereinspection. Date: I SPECTIOIV RECORD Retain a copy with permit CITY OF TUKWILA BUILDING 'DIVISION 6300 Southcenter Blvd., #100, Tu'cwila, WA 98188 Approved per applicable codes. COMMENTS: O Corrections required prior to approval. 1 ■i✓ Lob C spec`°` C)0N11/ i?� ❑ $30.00 REINSPECTIONFEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Bivd., Suite 100. Call to schedule reinspection. ece • 'o.: Dale: (206) 4 31 -3670 0 �4 0 Fw»/ Ar e.o.,4ijOj,nom_ ,d, 4 � &s- 6 .21—q Special IristructIon : l ej - AN 5 -reg Date Wanted: 3 ..- y) -- Q 3 am. p.m. Requester: l ' h3 "" °. 'zi-24--f? z 7 /oiiir. ) I SPECTIOIV RECORD Retain a copy with permit CITY OF TUKWILA BUILDING 'DIVISION 6300 Southcenter Blvd., #100, Tu'cwila, WA 98188 Approved per applicable codes. COMMENTS: O Corrections required prior to approval. 1 ■i✓ Lob C spec`°` C)0N11/ i?� ❑ $30.00 REINSPECTIONFEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Bivd., Suite 100. Call to schedule reinspection. ece • 'o.: Dale: (206) 4 31 -3670 0 COMMENTS: �. , Type of inspe ' a, - Address; 0 5 Date Called: 'If t � / r.,S�..GG._. .,. t 1..2csz =� � • 0—. , —. r W eA-<.. ,; -d r C -A-r c A.. t- -k .7-1,_ -UJ - "Trroject:fl ► I) I1 �. , Type of inspe ' a, - Address; 0 5 Date Called: Special Instruction / d 'Q' � ill f , - Date Wanted: �� 2- am p . m . Requester: V , �]` Phone No.; rn 3 _ , � 7 `PQ in INSPECTION RECORD 5,} Retain a copy with permit 2 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenler Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. specter -o(a(p PERM` No. (206) 431 -3670 ❑ Corrections required prior to approval. 91- ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. - Pro ect :j,' I;l j) i ,u Type oflnspe . , , , i i 1 Address :1 7 �,(„ 2 , Date Called: Special instructions: ^ � 4 W z y v o.,1,/ O � M aKCi Date Wanted: n vi-L.5 ,17 am. p.m, Roqueste I� ,, Phone No.: 9 e _ 2 .7 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: • IN$P TION RtCORD: Retain a' copy with permit (206) 431- 670 Approved per applicable codes, ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ,a. Projr_ p 1/ � ype o .: on: i D b40 f f t. : Al a ^^ __ ,, 4 � 1 N Date C: ed • , ---Ac9 q a T Spedai)nstructlons: "'" ?; 3a MY -1- 1 10--14^ Date Want "' I '" / a... jp•m. Requeste Phone Nord 67 INSPECTION RECORD Retain a copy with permit 0. CITY OF TUKWILA BUILDING DIVISION , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 4313670 COMMENTS: 6 2 - Approved per applicable codes. ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD i STRENGTH PSI N0. s9Z s T'249 /0- 5 - 7 I&XIZ ` 948 5o 3 . 3 6 o ( CONTRACTOR 8 26 C F.�' I O + � A , _ , '�'/ /0 -z 2 ' 8 V � 166800 s° 00 x33. 2.`1 / 0 - 2. .6 7 ' 0 16 4- 1 SeOo TRUCK SAMPLED ..5D TRUCK TICKET No. .. t 7 - 12, TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT FACTOR TEMP. CONC AIR WV < Y if AM PM ENGINEER .10RIA Mc, aZkiki 1 6 /Q SA iiel. `� It ( CONTRACTOR 1SU C F.�' I O + � A , _ , '�'/ TOTAL V � DATE (miaow .T /0 I a! Z CERT. NO. °l `Z. IT - 0 DESIGN WEIGHTS PROJECT LIVEE171M lP2 6TH . ADJUSTED WEIGHTS LOCATION 154'7A0 - -r it . A.V5. 1 0. � 17 BLDG. PERMIT NO. OWNER FA. 1 4 1'4'0 WEATHER CLOUDY TEMP. AT AT AM PM ENGINEER .10RIA Mc, aZkiki 1 6 /Q ARCHITECT `� It ( CONTRACTOR 1SU BATCH DATA FOR 1 CU. YARD - DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT � 17 !.. FA. 1 4 1'4'0 / liv4. C.A. 1 6 /Q `� It WATER 1SU C F.�' I O + � A , _ , '�'/ TOTAL V � ATTN•TIM JJAVIE S THE FOLLOWING WAS NOTED: CASCADE TESTIL LABORATORY. INC. TESTING 81 INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126... PLACE KIRKLAND, WASHINGTON 98034 EVERETT TO: CELL UL ._ OA1 �T TL.& WA i IOq PRODUCERS: CONCRETE r "EA J `Y AEA � A DM L�f�� HMV ./'� ]� l' DESIGN STRENGTH / PLACEMENT AREA & NOTES 1 �L' ( 557 L/ f VI c t / If L L!J L DJ. , L COPIES TO: co 1 774 VI FIELD TEST DATA 12081823.9800 12061 239.09 17 COMPRESSIVE STRENGTH CEMENTTYI ✓ .L. INSPECTOR: SIGNED: SEE FIELD 7 ✓g1 REPORT No CU. YARDS PLACED 4 t N° 69726 k„,, GAGAUC 1 C= 1 IIN cm.J P1t11 1Jrl T , 11Nl . TE9TNV0& J9PECT10N / SEERS / OEOLOG19T8 92919 N.E. �� ®T}i PLACE. KIRKLAND. WA 98034 I2�1 °23-13°°° EVERET T (2061289.0917 0___ a __ ,, PREVIOUS `, REPORT No O 7 5 8 4 6 , ` ,` . �,-` DATE MOU Y- FPT . ' , 0 t f t or z, CERT. NO. G� /� q `ZD 1.- 7 S T0: GALL ULI PROJECT f LI VRTON lrBIb'f1TS AV. t LOCATION .15_±..1k._ "5 " BLDG. PERMIT NO. E7 cif rZ - 0124' OWNER t 2 ( / Vl \`'JTL/111UJ V WEATHER t OWJY OW TEMP./ AT AT AM PM _ 5tt.7 ,< ' ' ..i' ENGINEER JOI1ti MIJULZLU \/ �T ATTN: TM IDA 1 E. ARCHITECT CONTRACTOR � �-. U yl ► YI�L/ l INSPECTED _..• FOOTINGS _ AUGER CAST PILES , .,- DRILLED PIERS -- FOUNDATIONS X. SLAB Q INSPECTION PERFORMED RECEIV I VE TEMS �/ ,{p,_ RESTEEUCONCRETE ._, RESTEEL ONLY OCT 1 41982 RESTEEUMASONRY -- STR.STIWELDING OTHER — STR.STIBOLTING — COLUMNS — WALLS — BEAMS -- � Y �� y „ , ,, . ( LOCATION (AREAS) - , Ag UA71 r I PAZ, (5) CONCRETE/MASONRY SUPPLIER ✓Tu MIX NO. e 5017 DESIGN STRENGTH (Pc) �� 00. P 1 i t t _ `P,� r IRY�,VAY TOTAL CU. YD. PLACED i r SLUMP (INCHES), AIR CONTENT (%) 4 SPECIMENS CAST 3 . k XI � I SEE CYLINDER REPORT NO. v7 .4 1. YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ COPIES TO: ` 0,77,/ It 16-- 6 FORM NO. CTL.89.1 REMARKS:. V1u-Y �' Lf I�>t1 K 1 CITY OP TUILWIL ,_ I L1.E 7aU7 , f hT .Llb t7LT i. GOUT EACTOE. M M&.((G> U .1` YVW WEARTM AA 1 X IT irr HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY REMARKS: Matt_ /At i- I A/s4 L PC)S / 7'"r c)"./ Arre ©1 Cc 7Nrr,5tVE /,7r)F_I• M /X 6137,4) A/ E, HOURS ON PROJECT, 9, 00 TRAVEL TIME TRAVEL MILEAGE Z one APPROVED BY COPIES TO: ,C01 /(/1/086 /Q RAMA NO. CTL•8 9.1 co A/GR — C C,L . 7 : .0 E. c 01_ , 55 - n ? L A Tait t t o i /Z. M. C -1 SIGNED' t /)i3a» Ades) �.!rPt2E50.17 $AmPLz - r - k 3e9S l rtte% .r1~o1?. CO ro FIELD REPORT - L . /v 50 L e Doxi. iefr 32 i ! AS / INSPECTOR: /V / L S -+V v li bM / e d3 c3 52-19 'Z__ CASCAO 1 C5 1 III .sAt�LJ 1 I un T, ONL,. 7EgTING S /' .N GiN EE R9 / GEOL OGi3T5 12919 N.E. 126TH PLACE. KRKLANO. WA 98034 t2081 e23-ee00 �,` , PREVIOUS 'tic2 7 6 2 51 REPORT No DATE 9 23 - (� -/ Z. CERT, NO. 9 Z l j- 95 TO• EVERETT 12091 -0917 RECEIVED n OCT 0 71992 I ‘ ( v C C+.71_ L- V U.1:3-11— OhLL: COMMUNITY V DEVELOPMENT PROJECT C..t= e..)12../47Z_ ONE" 12,1V EIZi'b"( HGNr5, LOCATION c S 4 2-L - 3 S T" A �i -. 5. To.ec,,a.y BLDG. PERMIT NO. OWNER CELL o i. , sti 0 r„ 1 C - L , 5 T ,....,4 ,G. a. A v&---, WEATHER c. kJ 457_6 ,r4) ST'17_, 4,A1 TEMP. ATR; / AM AT PM s C /77---7-1--14-- ) \A/•4 ( I g 1 O e 7 ENGINEER —low At C. (V/) ( CCtl= M nt /NA ,Q Y D ATTN: 7'7 M Dig v / .5 ARCHITECT k A nni , C 1-1 , • CONTRACTOR ,Vc =E Al T► 0 /2_ e L L. /.4 es (2) INSPECTION PERFORMED / ,. RESTEEUCONCRETE — RESTEEL ONLY RESTEEUMASONRY — STR.ST/WELDING OTHER STR.ST /BOLTING (3) ITEMS INSPECTED , — FOOTINGS _ AUGER CAST PILES DRILLED PIERS — FOUNDATIONS _. SLAB _ COLUMNS — WALLS BEAMS -- - - -- — ( LOCATION (AREAS) re?'d.% ce*ij T W E 1L 1 i6 g Gr. ;2.a l' z?• - AI(TL.4 GGLLVl,A it RL/P 44 l-S0 M!u '5 , CONCRETE/MASnMAY SUPPLIER 55' 7"bni MIX NO. G o o O DESIGN STRENGTH (Pc) ?, t a7 2 ii t A '/ TOTAL CU. YD. PLACED 7± SLUMP (INCHES) AIR CONTENT ( Z- 3 3( SPECIMENS CAST G /' X ) Z. %) meet - -term P L 3 • 2 //:--S S ,,,,,,,,,,Z.- SEE CYLINDER REPORT NO. 61 C Y f 4 YES ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO, ,_NO — REMARKS: Matt_ /At i- I A/s4 L PC)S / 7'"r c)"./ Arre ©1 Cc 7Nrr,5tVE /,7r)F_I• M /X 6137,4) A/ E, HOURS ON PROJECT, 9, 00 TRAVEL TIME TRAVEL MILEAGE Z one APPROVED BY COPIES TO: ,C01 /(/1/086 /Q RAMA NO. CTL•8 9.1 co A/GR — C C,L . 7 : .0 E. c 01_ , 55 - n ? L A Tait t t o i /Z. M. C -1 SIGNED' t /)i3a» Ades) �.!rPt2E50.17 $AmPLz - r - k 3e9S l rtte% .r1~o1?. CO ro FIELD REPORT - L . /v 50 L e Doxi. iefr 32 i ! AS / INSPECTOR: /V / L S -+V v li bM / e d3 c3 52-19 'Z__ CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD - STRENGTH PSI — SET No. 8854 -- 9.13 - 3o 7 651Z ENGINEER JoI -IA.t C. fv L67 M 12-0800 42.70 6.3 8E355 Io - z 1 Zg � 4 L G 4 166350 580 8856 I a -2 f Z$ I "7 7 ? 00 6290 .............. TRUCK SAMPLED 3678 TRUCK TICKET No. 37 1 I CI 4 5 TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT FACTOR TEMP. CONC AIR rig 2- AM PM 0l/ is It..4.4 S /YAM/ ENGINEER JoI -IA.t C. fv L67 M 6 3 6.3 CONTRACTOR vaz.sA1T/ DTL.t LL TOTAL � 4 L G 4 DATE 9- L3 CERT. NO. Z0 - QS' DESIGN WEIGHTS PROJECT C„ L : Lt�J L . ✓ . 1 rL O , . i a In \ J errewl 44 G. 14 S . LOCATION 15426 - 35 Tu AVE. S. TCAKw,a.A S ( 4 BLDG. PERMIT NO. OWNER cELL.0).A OKI FA. WEATHER TEMP. AT q ', is ✓ C' 2- AT AM PM 0l/ is It..4.4 S /YAM/ ENGINEER JoI -IA.t C. fv L67 M ARCHITECT K,2agN Z 1 C. I•I k , M'1 [.7 WATER CONTRACTOR vaz.sA1T/ DTL.t LL BATCH DATA FO DESIGN WEIGHTS 'K MOIST ADJUSTED WEIGHTS CEMENT S ( 4 FA. 1 0 0 C.A. 19 5 0 WATER So TOTAL � 4 L G 4 TO: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12912 N.E. 126*.. PLACE v � O7 �n EVERET T' WA 1 E 1 2 061 6 2.0 07 H. b ! C 2. 3 1992- C L."1—A/Z ON , jM TY f7EVFLOF'��EN 7 �i4Si G,.4Kc /4V . ATTN T Aet THE FOLLOWING WAS NOTED: COPIES TO; ten FIELD TEST DATA PRODUCERS, CONCRETE CjTOAtCl = SEE FIELD REPORT No COMPRESSIVE STRENGTH CEMENT T7 Pe 1. 1 1 c ast N° 69846 CU. YARDS PLACED AEA ADMIX CAC1 'K DESIGN STRENGTH 6t/e Pal CD LC PLACEMENT AREA & NOTES -Y- ins.mI: t. S/k5 r Pg., L L GI) ?i i _ Its- 21? U/ INSPECTOR: / / A/L�N /L3.,, i # /c$ rj 2 /g 'Z._ SIGNED, " '��"" +...n:, .- ur.-v'r!'.. --.+- »'°'2•i" "- ,•'7:T:; }'"MTF.y`nr': ...�rnr'�:; x.. * * ** * * *k * * * * * * * * * **** ** * *****•k* * *,k h* * **** *k* ****sir* ****k ** ** k*** ITY OF TUKWI:LA, .WA TRANSMIT * k** k* * * * **** * *.* * **** *** * * * * * ** * 7k * irk *•k•k * * *k * * *k* TRANSMIT Number: Permit No Parcel 'Not Site Address: Lecat.ignA Payment Method: 92000917 Amount: 380.00 09/02/92 11:52 092-0126 Type: 0-BUILD BUILDING PERM 09 004300-0303 1542; 33 AV S SE PORTION LOT 18 • CHECK Notation: INTERSTATE MOBIL Irnit: SAO c * * * * *It* *'k * * * * * * * * * * ** * * * ** ** * * ** ** *iM * ** a * *** *•k * **** * *tk*** * *** Account Code Description ' BUILDING NONRES :000/386.904 BTATE BUILDING SURCHARGE Total (This Payment): Total Fees; Total All Payments: Balance: 624.08 624.08 .00 Paid 375.50 4.50 380.00 GENERA GENERA TOTAL CHECF( CHANGE 1226000 375.50 4.50 380.00 380.00 0.00 16 :08 Account Code 000/345.830 r11 eA;�"M M r I7 :!t17 r ^r i::N... Tptai Fees: Total All Payments: Balance: Descriptiorn PLAN CHECK - NONRES Total (This Payment): 624.08 244.00 380..00 • * *** ** *h ******.**A** * *k**firlr*l ***kkA** * * *Ar*tt***** * ** ** *** *irk* • ITV OF TUKWILA, WA TRANSMIT **************** ** *A* *** ** * * * * * * **** ** * * * ** **h *** * ** * * * **** * ** ** TRANSMIT Number: 92000299 Amount: ''4408 04/14%2,x 427 Permit No: ,f92-012G Type: 8-BUILD /'E3UILDING.PER `` Parcel No: 004300 -0303 t Site Address: 15426 35 AV S Location: SE, PORTION LOT 18 Payment Method: CHECK Notation: JAMES 'BROWN Init. DLM * *h **k * ** * ** ** *k* *fir * * * * *** *k * * * * * * * * * * * * * * ** *tit* * * ** * *k ***.4 ** **•** Paid 244.08 244.00 GENERA 244.08 TOTAL 244.08 CHECK 244.08 CHANGE 0.00 8922A000 12 :26 Address: Tenant: Type: Parcel #: 15426 35 AV S CELLULAR ONE B-BUILD 004300-0303 ?, CITY OF TUKWILA ************************************************************************ Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect and the :Tukwila Building Division. 2. All permits, inspection records, plans shall be maintained available a.t.p4;j1,015Ofgk the start of any c o n s t r u c t i o n . . 1 " : n * 0 0 0 d o t t i l i i iii tS are -- "f6ke;*i t M,a . ,,tn t a 1 n e d a v a i l a b l e e unt i 1 'f141;:: 0n approval i • S§tAitited . ' 3. When spec 1 a 1 IOP:0600n, t*,:irequired(:,e i the rp the OWfi;6 a rc h i t e ct o 0191 n e„e ri siiAi1'1) n001 i `iiie... T ulq a7 B u itd thg D i v i s i o n o f 4 , , i P P 0 i n tillent of the A i p s pe c 0 on :a` g0 6 c i ,es iiii t o the f i rs t441 pe c X 4 ons:' ' COO fe of, a tl ,v0P,.0c t,a 1 1:..;: inspectiO,vreVort.thalr' be submitted to the But/1,90'g """ , ,DIvisiggO'n ift"'t4mefy,manner.'Y s h a l l d'onti:itn't,ectOre4,, -,,, ;•, projeciWiame, permit numb,edand type Inspection being performethe , 4 ,, 4. The %/4" 1 s a final signed ' .., statiti)g vhe,t.h0r,:i'the work re qu c 1 a 1 inspection . 'yosS vo , • to til;e' btst 'Of ::t he i n§13 n ow 14,dge , in conformance g .with appP,0Yed plans * and ; 4 0 - - 6 - 1 1 , 4 caAtibns a#ditlie--,app 1 i Cab 1 e'•!‘ t ' 4 - .-.',/ i / ma 11I1;100 ' p ro v i sli ons{. :th e 1 U,B i g . ) j i .„....,,,,, .- „,, ,,,''• ',,, 'it 5. All structural eptimpret shaV be inspected (Sec 306 , h: ( a )0 v 111 'UBC )' c , ',2" , i ','',.\ . I d i 14, , / e i .:e ' X,. \ f . . — I .(/ i-, ' ' 'e ,, 6. All tr i ''-t`0 0e../...;,d coiOokMan'Oe' v a p p ro:ve d p10$\ aKttre q di reiniA s of ,i the On i foi9•11 41,10 ng Co de CI 9§ Ed i 1)0n ) . t 0 ‘vc.,„,,4„,„,4 ,, , t , 6 - -,:,,, 7. Va 1,111,t9.4±3f ‘Pellm i t .• The issuancV;Of A apirovejpf. 0 :plan*Asia and computqt1iVisTc:01 not be s t ru 'd,Atoos•bp perm i t to , or an ' 0 PO ii Y'i 0,14tiVil pS 1 of any t IR f ‘th e p r o),fi s i ons of th i s Pocfe o,' any other ordina0 A of the ito,risdiction. , , 0 Pre,rpii t presuming to give au thor ikW or vtio I ate f or cancel *e prd‘t4•16n#7 this cod • ,. , shall be 1 i d . (era ''''' 0 , , • 0 ''' 1.'„., • ...,.. 1 ,p. 8. Notify the C ity of Tukwila.1,Bui I ding Division priork' _A / placing anyktAncrete This 0000r0d u re) 1 3 1 1 i : I n , add tt Pony s requiremenet . 0 i 2 special inspection. • t , 0 447 9. Structural 013 ' , s kt ion shall 'be"prov1d9d for thi ,,,A Architect or egi.e r resporpiylte ''.he stru vi.:.-41' design shall submit a 'wr$ tatemell B , 1:ef f 1 c i a 1 in accordance with UBC C'S' Permit No: B92-0126 Status: ISSUED Applied: 04/14/1992 Issued: 09/09/1992 s•. JOONN WI • ••NrOON ■ ■MOON ••NOON. Cellular O Nov 5, 1992 Mr Gary Schenk City of Tukwiila Bldg. Div. 6300 Southcenter Blv. # 100 Tukwilla Wa. 98118 Re: Cellular One cell site Permit # B-92 -0128 Dear Mr. Schenk: This letter is upon your request to inform you that at this time we will be setting a smaller building. Although the foundation is still with in the leased area it is sized to accommodate the smaller buiding. The slab and footing are still per the approved plan just smaller, If future expansion merits the need to increase the size to the approved plan we will inform the city. I apologize for trhe delay In getting you this letter. If you need any additional information concering this matter, please contact me at (208) 954-2215 Sincerely, Nathan Pierce Construction Supervisor cc: Tim Davies RECD, %VED NOV :1 COMMUNIT DEVELOPM 617 Eastlake Avenue East, P.O. Box 9159, Seattle, WA 98109 ■ 206 / 624 -5700 Feb 18, 1993 JAIMIE BROWN 617 EAST LAKE AV E SEATTLE WA 98109 Dear Permit Holder: Sincerely, City of Tukwila John W. Rants, Mayor Department of Community Development Rick Beeler, Director Our records indicate that on Mar 27, 1993 one hundred and eighty days will have passed with no inspections having been called for under Tukwila Building Permit Number B92-0126. Unless you call for an inspection, or obtain a written extension from the Tukwila Building Official prior to that date, your above referenced permit will become null and void on Mar 27, 1993. If you have any questions or need further information to obtain an extension on your permit please call the Tukwila Building Divison at 431 -3670. Denise Millard Permit Coordinator Department. of Community Development 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 \ 0+1 Foundation Design for 60' High Monopole 04 -30 -92 for CELLULAR ONE Pole Location: 15426 35th Ave. South, Tukwila, Washington Site Name : Riverton Height Valmont Order: 10812 -92 �,,..�...- FILE CO P'? - y ...." 1;,( I,rSt LEEDCO ENGINEERS S T N U C T U N E S • F O U N D A T I O N S S Al[6111V1a MAY 2 71992 CITY a 1 UKWILA PLANNING DEPT. 2 LEEt.00 ENGINEER JOB No, 8' 2 1111141C111111111 • POUND*? i0 Iii SHEET NO. 1 OF /3 ------ OU 1) 10 XS,- -- 6o H 14 -N .-- - • • -- -.. • - ... - . . 1 . ce I-1-u i )2. oNE Pei-g • 3_5_±_..' AVE*, c) o - r_td.gijiik i __ # __LQAstliAt • A ' ._ ...1.1. ...11A VAL-MbOT 0R.PEPL _:__L54.24 _FY_Hr,14H7s . z I 0 /022,.. ?2 ,....... • se L 13y krrTw.-11EiPX • - __. . _________Re+...ggFt : _P-EE _ .___.A.P_oc41.6.776: ...11 DATFID r. .. . , -- - "- . _2 : . 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Ati sit5 t.,IA.x . ; N•101A.C/JT (... _ a 0, L . 1 11 • Yr 5 6 t./: t MN,Arv r•- i El 3 4 4.9, goc /2= 42 b 7 FilaPRED t Ht 4 i +.1 --224.7- -.— 4 .-- -- use e ... A.. • ' • .. 13 • i .. ),i_F . - ne-s.() 2 MEW 1113=16.1..." . • ijo• . w r% 4. 0,C.: 0 c ‘111.11111111111, r- - - - ,. :KillIIIIIIIII r— • - (7, • if t-- • .3D ; . t ( . - - • - . i i . . . • • . ■ v... too.. COMMUNICR=I[ON POLE DESIGN CR.CULATIONS MAY 2 7 1992 CITY OF TUKWILA PLANNING DEPT. ORDER NUMBER : 1 912 -11 POLE HEIGHT £ SITE: TUKMULA °N Rion( NEtQITS) Valmont Industries, Inc. Valley, Nebraska 68064 402-359-2201 El A1 -E LCI D * )00 MPH /Id0 2C6 LC I b'Z ' D7 h H / � Z "ate EPA 1.8Y \nt = 3004( 10912. -92 C ELLUI_4R ONE — WA I ( M6roR,1.E @ TuKtit(ULA, � $ 11�(ve, 1 J H616HTS Leib 1 Z(x) N (221.00) = loo & --► 6011 = . oozs(0 013) EPA EP' = /t /Fr'' � N EPA : 4 (1.8'-! pr') 4 61)14 , 5')/2 , 0) + ,s' )//t 2) + 4 l 23�S (3.')11 4 L 15; 7 \AI = 4 (i(p ) + /80 u = 250 4 z)( 27.812 r12144)/1. pr2 VII LIMONT -23 -92 r - ZAA- yY _ GOADING 1. (L/) Stuebco n1 ALP 9209 -N A- n 5 moo/re -4 T o (I) " T "/} -gA-\ & 5q . (12 1 )1 ). riT CELLULAR ONE F'RQJ OFF TF--:206 -389 -5375 Swedcom Corporation ALP 9209 -N LOC•PERIQI)IC REFLECTOII ANTENNA 92 Degrees 9 dBd Features: Broadbanded, (800.900 MHz) Low backiobe radiation. Front to back ratio better than 28 dB, Low lntermodulation products, Low wlnd•load, Low weight, Small size, Rugged design, Please see the following pages including radiation .patterns for ALP 9209•N. 1.5 1.0 Electrical Specifications: Frequency range: Impedance: Connector: VSWR: Polarization: Gain: Front to back ratio: Intormodulation: (2 x 25 W) Power Rating: H.Plane: .3 dB E•Plane: .3 dB Lightning Protection: 2,0 ; r. v$WR FRRQUGNCY (ht}Iz) 800 820 840 860 880 900 . —r • al 806.896 MHz 50 Ohm N female Typ. 1,3:1 max 1,5 :1 Vertical 9 dBd >28 dB IMS • 107 dSm 500 W 95° 30° DC Grounded , I �'rr- •^'i`� ---rte • • Materials: Radiating elements: Element housing: Reflector: Mounting Hardware clamps: bolls: u iy r 20( �:� �.. Mechanical Specifications: Overall height: Width: Depth: Weight Including brackets: Rated wind velocity: Wind Area (CxA/Front): Lateral thrust at rated wind: Worst case 260 N 6:27 ',4 . 001 P .04 26,8 in, (680 mm) 11.4 in. (290 mm) 11,4 in. (290 mm) 15.3 Ibs (6.9 Kg) 113 mph (180 Km /h) 1.7 sq.ft (0.16 sq.m) Aluminum Grey PVC Aluminum Manufactured by: Allgon Syvtom AB • Hot dip gaivanlied steel ,' ` "" " • Stainless steal • •' • • LE.SHAFT WEIG STEEL::: YIELD SE CTION BASE?AIA:= ;:::;:=: 6:;:18830 SECTION: DIA: :: :s::;:: ' : ::. 15.230 THICKNESS OF SECTION 0.187500 SECTION LENGTH 30' 0" SECTION WEIGHT 1036. :: * * * >SECTION'CHARACTERISTICS * ** /SECOND/ /THIRD/ AX- ::STRESS ::::MAX. :STRESS >: >: ST :SECTION` ::;2ND;: SECTION <::_ 0.00':;.> : ; ; °6:30:00 18.83 15.61 18.83 15.61 BY VALMONT INDUSTRIES FOR: 60.00 . • ...... .....• 1985. NNECTIONS BETWEEN SECTION HEIGHT AT TOP TYPE OVERLAP LENGTH EIGHT: FROM BASE MAJOR DIAMETER -X- .IN. MINOR DIAMETER -Y- .IN. CRITICAL SECTION MODULUS . ACROSS THE POINTS' >:: ; :: is ACROSS THE FLATS, O NENTS ABOUT >' ::-Y- LOADING ONLY WIND ON POLE DEFLECTED VERT. LOADS VENTS "ABOUT :' X -::: AXIS :: LOADING ;ONEY IND ON POLE DEFLECTED VERT. LOADS RESULTANT MOMENT .IN -KIPS TOTAL DEFLECTION ._IN. GOVERNING LOADING CASE ALLOWABLE STRESS KSI COMBINED_STRES :'KSI: >:: > %> SAFETY FACTOR SHEAR FORCE .LB. TOTAL VERTICAL FORCE .LB. IN -3 . 7;:r0 18.83 18.83 . 413. 897. 21. • 21. 1883. 0.00 "52:06 36.82` 1.41 4490. 2235. MOD CELLULAR ONE -WA 60'POLE ORDER 10812 -92 4/23/92 DATE 04/23/92 0.1200 • 21. 1883. 0.00 ETERS ;ARE 20 36:82 1.41 2.95 4490. 2530. 2235. 1087. 12 SIDED SYMMETRICAL POLYGON 18.830 413. 209. 897. 217. 21. ..................... • 9. 615. 7.46 * ** SUMMARY OF ANALYSIS * ** ':: POL SURED ACROSS THE: F_ 12.01 12.01 0. 0. 0. 0. 24.67 52.00 0:00 999.99 0. 0. 12.005 OURTH 65 KSI X:BROUNDLINE KEY TO THE SPECIAL NOTE ENTRIES A INDICATES LOAD CASE WITH MAXIMUM OVERTURNING MOMENT B INDICATES LOAD CASE WITH MAXIMUM AXIAL FORCE C : NDICATES LOAD CASE . WITH . MAXIMUPFRESUtTANTH BY VALMONT INDUSTRIES FOR: MOD CELLULAR ONE -WA 60•POLE ORDER 10812 -92 4/23/92 DATE 04/23/92 0o FOOT::: LOADING * * * * **X * * * * * *** * *X MOMENTS (IN-KIPS) * * * * * * * * * * * * * * * ** AXIAL * * * * * * * *X * * * ** SHEAR (L$S) * * * * * * * * * * * ** NOTES CASE ABOUT ABOUT RESULTANT IN RESULTANT IDENTIFIER X -AXIS Y-AXIS (X 8 Y1 TORSIONAL FO O RCE v_nrocrrr .... NOTE: POSITIVE AXIAL FORCE IS DOWNWARD. AXIAL FORCE INCLUDES THE WEIGHT OF THE ABOVE - GROUND PORTION OF THE POLE SHAFT TIM THE APPROPRIATE OVERLOAD FACTOR, IN ADDITION TO:. THE :. CONCENTRATED VERTICAL LOADING. BY VALMONT INDUSTRIES FOR: MOD CELLULAR ONE -WA 60•POLE ORDER 10812 -92 4/23/92 DATE 04/23/92 ARM NO. RN :MOUNTING.. »HEIGHT OF >LOA HEIGHT APPLICATION POINT LENGTH (FT) (FT) (FT) :OCATION : OF< AR ORIENTATION OF SYSTEM BASIC VELOCITY IS 100.00 M.P.H.; ICE THICKNESS 0.00 INCHES FORCE COEFFICIENT INCREASED TO ACCOUNT FOR PROJECTIONS (EIA NOTE #3) MULTIPLIER;. IS 1.3$ BUT., RESULT NOT .TO.:EXCEED 1.2 :;45:0 DEGREES CLOCKWISE. FROM -X- AXIS + * * * * * ** *XAXIS OLE WEIGHT OVERLOAD FACTOR IS 1.000 ; ' EXPOSURE : 'C GUST FACTOR. •Z 69 *'* (TRANSVERSE) ARM LOCATION IS MEASURED CLOCKWISE FROM -X- AXIS POSITIVE -Y- AXIS IS 90 DEGREES CLOCKWISE FROM -X- AXIS * * (LONGITUDINAL) * * (VERTICAL) IN XY PLANE FORCE - FORCE -X FORCE -Z EPA (DEGREES) (LBS) (LBS) (LBS) (SQ. FT.) BY VALMONT INDUSTRIES FOR: HOD CELLULAR ONE-WA 60'POLE ORDER 10812-92 4/23/92 DATE 04/23/92 BASIC VELOCITY IS 87.00 M.P.H.; ICE THICKNESS 0.50 INCHES FORCE COEFFICIENT INCREASED TO ACCOUNT FOR PROJECTIONS (EIA NOTE *3) rJRILTIPLIER IS1:3*BUT;RESULT.NOT-TOEXCEEW:142: INIO)RIENTATION A'OLEWEIGHTAVERLOADFACTORJS ARM LOCATION IS MEASURED CLOCKWISE FROM -X- AXIS POSITIVE -Y- AXIS IS 90 DEGREES CLOCKWISE FROM -X- AXIS ARM NO. H N0UNT WJ.OAD A HEIGHT APPLICATION POINT LENGTH (FT) (FT) (FT) OCAtiONIWAR IN XY PLANE (DEGREES) ORIENTATION OF SYSTEM : . :• :. - • •• ******* +X-AXIS (TRANSVERSE 0 * ) * (LONGITUDINAL) * * (WMICALII +Y-AXIS * * +Z-AXIS; FORCE-Y FORCE-X FORCE-Z EPA (LBS) LBS) (LBS) (SQ. FT.) ( • • • ...... •• • • ...... BY VALMONT INDUSTRIES FOR: MOD CELLULAR ONE -WA 60'POLE ORDER 10812 -92 4/23/92 DATE 04/23/92 ACROSS WALL D/T W/T MOMENTS OF CONNECTION FLATS THK. ACROSS ACROSS INERTIA AREA LOCATIONS HEIGHT (IN) (IN) FLATS FLATS (IN) (IN2) .830 0 1878 10U 4 24.23 501 11: 00 18.230 ::0.1875. 97. 23.37 454 10.88 10.00 17.630 0.1875 94.0 22.51 411. 10.51 15.00 17.030 0.1875 ... . 90.8 21.66 370. 10.15 20.00 16.430 0.1875 87.6 20.80 331. 9.79 25.00? : :,:::::`c;15. 830;::.; r: i.::; >:.:': -0 1875.: i i ;:' `i : =: i <ii:. > <.;; . , 84.4 14 94 � C<;BASE 26.50. 15.650 0.1875 835: 19 68'.> EC TOP ::. 30.00.. 15.605 0.1875 ... 286. 43 6 ' " 9.32 ��,< 83;2' 19.62 .: : 283. 9.29 35.00 15.005 0.1875 80.0 18.76 252. 8.93 40.00 14.405 0.1875 76.8 17.90 222. 8.57 45.00 13.805 0.1875 73.6 17.05 195. 8.21 : 0 ,, 0 ; :;.: >:� 13 .20 5 <' > > >:<::: ?::0 1875 :...:::;::;::.:;:.;.::: .:;:.,,.::::::: �: _:::.,�. : >_ : >:;: >: >::::;<;:.::;;< - :;:: »:.:.;.....:::..� 70.4,. ..16 19 171 55:00 ....... : 126605; :;;��0:1875:;>i�' -... .:..:; 67 ;; >: ;:.�c zz::.:: .85 >.: 59.00 2.125 0.1875 7.49 ..;:: . . .:..., .: i- r.o�. . ; 13L 7.20 TOP 60.00 12.005 0.1875 64.0 14.48 128. 7.12 IAHE'TER BY VALMONT INDUSTRIES FOR: MOD CELLULAR ONE-WA 60•POLE ORDER 10812 -92 4/23/92 DATE 04/23/92 LOADING - CASE HEIGHT * ** MOMENTS ABOUT -X- AXIS (IN -KIPS) * ** LOAD WIND DEFL TOTAL *�E3E :;REACTIONS* SHEAR.: FORCE:° AT;BASE:;(LB)s: ;;:.;1;4490. OTAL : VERTICAL FORCE AT''BASE :(LB) <:? • * ** MOMENTS ABOUT -Y AXIS (IN- KIPS) * ** LOAD WIFND DEFL TOTAL 311. 495. 16. 822. 311. 495. 16. 822. 277. 389. 14. 680. 277. 389. 14. 680. 243. 297. 11. - 551. 243. 297. 11. 551. 271. ;::: > ;. ?:'Il :: : ;: s; ? >515:::.::::- :;; :: 232. ;i; <:::' %>: <':_1271 1: ?;;>'>;i :?; >i :: 515. 7;. 9 435 209 217 9 < 435 y , .....:.: •. 0:.. 7. - ........331. 174. 15 0.. 7, 331. -: 40. 96. 5. 241. 140. 96. 5. 241. 06. 53. 3. 163. 106. 53. 3. 163. 72. 24. 2. 97. 72. 24. 2 97. 76 ?::i:':Ji:.i } :._::.:.: .. �. v.- .:.:.:: ate.: r:.:: _-:: :- ._: .. :. .. . ... ... ............... .........- ...... - - -... - BY VALMONT INDUSTRIES FOR: HOD CELLULAR ONE -WA 60'POLE ORDER 10812 - 92 4/23/92 DATE 04/23/92 LOADING. CAS *�E* REACTION. ** SHEAR:;FORCE ATBASE_;(LBr= <:391 OTAL:::VERTICAL FORCE AT BASE,(LB) HEIGHT 15.00 20.00 25.00 26 . .5 0: 30:00 35;00 40.00 45.00 50.00 55: 5900 60.00 *** MOMENTS ABOUT -X- AXIS (IN - KIPS) * ** LOAD WIND DEFL TOTAL 366. 326. 401. 316. 241. 20. 17. 14. 366. 326. 286. 7 4' 6. 249. 165. 44. 4. 173. 125. 44. 107. *** MOMENTS ABOUT -Y- AXIS (IN -KIPS) * ** LOAD WIND DEFL TOTAL 20. 17. 14. 3 6. 4. 787. 659. 541. 507: 433. 336: 249. 173. 107. 0.8 0.79 1.9 1.16. 3.3 1.51 5.0 1.83 1;92 7,1 .. 211 9.4 2.35 12.0 2.56 BY VALMONT INDUSTRIES FOR: MOD CELLULAR ONE -WA 60'POLE ORDER 10812 -92 4/23/92 DATE 04/23/92 * * * # * * * * * * * **** *:DEFLECTIONS * * * * * ** ** * * * * * * * .:..::... WITHOUT WITH SECONDARY MOMENTS ALLOWABLE SECONDARY ROTATION * * * * * * * * * ** APPLIED STRESSES (KSI) * * * * * * * * * ** ALLOWABLE DIVIDED BY HEIGHT MOMENTS X -DIR. Y -DIR. TOTAL_(DEGREES) BENDING AXIAL TORSION SHEAR COMBINED STRESS COMBINED 34.05 '. 0 26 ; 0: '70: i 34 `31 52 00 ;; 1.515 31.62 0.25:: <; -0.04 0.68 31.87 52.00' 1.632 10.00 0.8 0.6 0.6 29.13 0.23 -0.04 0.65 29.36 52.00 1.771 15.00 1.8 1.3 1.3 26.55 0.22 -0.04 0.62 26.77 52.00 1.942 20.00 3.2 2.3 2.3 23.90 0.20 -0.04 0.59 24.10 52.00 2.157 25:00 : >:'`::;;: -. 4 .9: 3 5 : 3d5 >:21.17 ::;; : :::,:0,14:. -0:05 '; 0.55 ';; ?. 21.35 :.:<: 52.00 2.435 26.50 �4 4'0 20.33. 0.18 -0.05 0.55 20.51 52 00 <: 2.535 30.00 ;;.; ; 6.9 5 .0 .. . 5 = .. 17.46 ., -.:.: 015 > 0.05_ .. - >. Q.S1 .x.17.61 :. . ,.;; 52 '.. x2. 35.00 9.2 6.6 6.6 14.67 0.14 -0.05 0.48 14.81 52.00 3.511 40.00 11.7 8.5 8.5 11.83 0.12 45.00 14.4 10.4 10.4 14.7 2.72 8.94 0.10 50.00 .:::: 1 7. 2 ' 12 12 1 77 2.85 ::<::.:;.._..; < .:: >: 55.00 20: ?: `; 14.6 . 20.7 2.9 3 .15 9.00 ::.::;::::;C ..:22 a 6i . -.::. ,:i6 4 I6.4'!: >::: '23.2 •>:::: 2.96 ;::a ;'' 0.88. r. 0. 60.00 23.2 16.8 16.8 23.8 2.96 0.00 0.00 -0.06 0.44 11.95 52.00 4.353 -0.06 0.40 9.04 52.00 5.752 0.07 :..:. ;::0.36 ` <::.` »:_:: 6.12 .` <::: _' 52.00 8.499 .07 i:0.32.< 3.21 52.00 16.181 .28 r 0.93 : ':- 52.00 .:. ?55.636 _. 0.00 0.00 0.00 52.00 99.990 FETY::: FACTOR:: LIMITS MINIMUM DEFLECTION RATIO // DEFLECTION LIMIT / DEFLECTION // IS 40533680.0 MINIMUM SAFETY FACTORS .41 AT BASE LEVEL .41 FOR 1ST SECTION r: •• • 2.95 FOR 2ND SECTION ALLOWANCE FACTORS 0.000 2.15 EFFECTIVE SAFETY FACTOR (BASED ON SECTION RETORTS • • • " . . . . . . . . PRESENT ADJUSTMENT FACTORS... 0.00 AT BASE LEVEL 0.00 FOR 1ST SECTION . 00 FOR 2.10 SECTION TOTAL STRESS/PURE BENDING.... 1.021 AT BASE LEVEL . FOR 1ST SECTION - 027 FOR 2ND SECTION ADJUSTMENT FACTOR MULTIPLIERS.... 0.00 AT BASE LEVEL 0.8040N 1TCSECTION. A0 C4OW:INDI:SECTIONn NEW ADJUSTMENT FACTORS TO BE MULTIPLED BY ALLOWANCE FACTOR. 0.00 AT BASE LEVEL 0.00 FOR 1ST SECTION 0.00 FOR 2ND SECTION xtipUT: OLE:::cANN01713E:: :REDESIGNED ! THE PROGRAM IS PREPARING TO ENTER LOOP NUMBER 2 OF 3 • : * *::ANCHOR OLTS;: BY VALMONT INDUSTRIES FOR: MOD CELLULAR ONE -WA 60•POLE * ** ANCHORAGE * ** NUMBER OF BOLTS DIAMETER (IN.) STEEL MAXIMUM SPECIE. BOLT FORCE MAXIMUM STRESS 615 ;. 13409. <;' 22k7 DRAWING NUMBER LENGTH WEIGHT (IN.) (LB.) ALLOWABLE STRESS SHIPPED AS STRESS AREA ;(SQ :.IN 7 * ** BOLT COORDINATES AND FORCES * ** -COORD i;Y COORD fMAX TENSION- ? WAX' FORCE LB .190 :: 1 9.190 71892 MAX. BOLT CIRCLE = 25.99 IN. VERALL LENGTH (IN.) .. ............................... .... POLE DIAN CRITIC WIDTH ( FLAT /FLAT ) FAILURE MODE (IN.) (IN.) ......... ......_. ............................... E EL':; ::; >'? :;a:' BENDING :. > ' ALLOWA6L SPECIF. STRESS STRESS (PSI) (PSI) :::: `::; <::: ?> ::: 379051: > LOADS AT:POLE'BASE LOADING CASE IDENTIFICATION 1 MOMENT ABT. X -AXIS (IN -KIPS) 1332. MOMENT ABT. Y -AXIS (IN -KIPS) 1332. SHEAR;: FORCE ::4 LB; Y: ?VERTICAL<FORCE _'(LB :46000 ORDER 10812 -92 REVISION It 10 BOLT,CHARACTERISTICSGOVERNED BY LOADING CA PROJECTION LENGTH (IN.) SAFETY FACTOR TEMPLATE DIAMETER = 31.99 IN. * ** iBASE. PLATE IS CHARACTERTIC GOVERNED' BY: LOADING. < CASE:,1 : i;i;i OVERALL > ::::: :< AC WIDTH THICKNESS WEIGHT (IN.) (IN.) (LB. : L 273:: (_O T OTALENGTF FAIL MODE LINE (IN.) T2 7: 4/23/92 AF €Tl(5:;: >: <::: ;: MAX: 4'ERTICA�:: FACTOR SHEAR STRESS (PSI) ACTUAL BOND STRESS 63;5 • ; :2350L N M AATERIA >> SIDE WEIGHT LENGTH (LB.) (IN.) 313 20.12: FFECTIVE TOTAL MONENT LENGTH ALONG FAIL LINE (IN.) (IN. -LB.) 25 49: GALVANIZED LENGTH (IN.) ALLOWABLE BOND STRESS RES MOMENT 1 SHEAR FORCE::! < IBT OC FORCE IBOLT TENSION DATE 04/23/92 THREAD SIZE * * * * * * * ** * * * * * * * * * *X * * * * * ** * `.: LOADING CASES***** 00* 8** ******00** * * * * *** ** *M*NN* * * * * * * *m3 IMAX CRITERION- LOAD CASE IMOMENT ABT. X 1 (MOMENT ABT. Y 1 1 2.25" DIA x 72 .00" LG. ANCHOR . BOLT ON A 25. " DIA BOLT CIRCLE. ¢ - REQUIRED, EQUALLY SPACED. 1.00" X 45' CHAMFER 3.00" CLEAR 3 -# 4 CIRCULAR TIES 4 - J " DIA 6 " SPACING 14 � o u 7 - #4- CIRCULAR TIES 4.1 DIA, EQ. SPACED 3.00" CLEAR FOUNDATION LOCATION: L5426__ 5 - -AVE . .. SouTN, TU}CWI LA,, . k A CELL SITE NAME: RIVE y N R I Co4Ts CELL SITE NUMBER: 4'-0" DIA PIER 63.25 8,75 " PROJECTION -�- 3.00" CLEAR, TYP. GRADE -# 1945 4 /.00 " REBAR CIRCLE. USE y # 7 BENT BAR AT TOP 8 OF EACH VERT. BAR. - 1 3 e GENERAL NOTES: 1. REINFORCED CONCRE1 THE "BUILDING CODE THE MINIMUM STREW REINFORCING STEEL THE MINIMUM COVER SHOWN ON THIS DRAY THE DRILLED PIER F ENGINEERING 'CONTRC FOR A BLOW -OUT AT THAT CONCRETING OF AS SOON AS POSSIBL THE DRILLING TO PF OF UNKNOWNS BELOW THE BOTTOM OF THE THAT IT IS CLEANEC THE DRILLING SHOUL THIS FOUNDATION DE zEr1AN &' AE6ocIkr ANCHOR BOLTS SHALL THE INSTALLATION C THIS FOUNDATION WI 6 7. REBAR SUMMARY: �. 10 #4x 41.00" DI 2. $ #7 x 14,8.00" LO 3. $ # 7 x 38 .00" TO ATION SHOULD BE INSTALLED -UNDER PROPER D SUPERVISION. TO MINIMIZE THE POTENTIAL BOTTOM OF THE CAISSON IT IS RECOMMENDED IONS SHOULD FOLLOW THE DRThLING OPERATIONS PROPER PRECAUTIONS SHOULD BE TAKEN DURING T ACCIDENTS RESULTING FROM THE PRESENCE E. LED PIER SHOULD BE INSPECTED TO INSURE PRIOR TO POURING CONCRETE. RESIDUE FROM REMOVED. IS BASED ON SOILS REPORT BY: 12 I TTN HoUsF - I NC1i REF1'gT No, : W-- 7glo, 'DATED_ oq -I2 - 9I , FORM TO ASTM A -615, GRADE 75. HE PIER SHOULD BE COMPLETED IN ONE DAY. REQUIRE C CUBIC YARDS OF CONCRETE. ALL CONFORM TO THE LATEST REVISION OF UIREMENTS FOR REINFORCED CONCRETE" ACI -318. F CONCRETE SHALL BE 3000 PSI IN 28 DAYS. L BE GRADE 60 (60,000 PSI) DEFORMED BARS. THE REINFORCING STEEL BARS SHALL BE AS RCULAR REBAR TIES. ERTICAL REBAR. LENGTH REBAR WITH?" HOOK. VALMONT ORDER NUMBER: GROUND LINE REACTIONS MOMENT 156. FT -KIPS SHEAR` - 4,5 KIPS VERTICAL 2.G KIPS GATE 04-90-92 ®GALE LEE NONE men LEE 'MEM MAY 2 7 1992 CITY OF TUKWILA PLANNING DEPT. 10812-92 Lea ' P OLE FO UNDATI ON r RAeK VAL1Z . A IN ( 2) 359 - 22E1 MINO MJh6EA 1$`72- �.' -0" DIA PIER 8.75 " PROJECTION 3.00" CLEAR, TYP. GRADE ® 45 ° ON V A 41.00 " REBAR CIRCLE. USE # 7 BENT BAR AT TOP 8 OF EACH VERT. BAR. -,I, >: .._ . :AVE. :spitrM TuKWILA; WA g4NT$ GENERAL NOTES: 1. REINFORCED CONCRETE SH THE "BUILDING CODE REQ THE MINIMUM STRENGTH 0 REINFORCING STEEL SHAL THE MINIMUM COVER OVER SHOWN ON THIS DRAWING. 2. THE DRILLED PIER FOUND ENGINEERING CONTROL AN FOR A BLOW -OUT AT THE THAT CONCRETING OPERAT AS SOON AS POSSIBLE. THE DRILLING TO PREVEN OF UNKNOWNS BELOW GRAD 3. THE BOTTOM OF THE DRIL THAT IT IS CLEANED OUT THE DRILLING SHOULD BE 4. THIS FOUNDATION DESIGN ZE MAN , &' AssocIAr - , 5. ANCHOR BOLTS SHALL CON 6. THE INSTALLATION OF TH THIS FOUNDATION WILL REBAR SUMMARY: 1. 1c> #4x 41.00" DIA CI 2. #7 x 148.00" LONG V 3. $ # 7 x .00" TOTAL P ..E . STAMP .! tii MIMUNIC, XENS POLE RECCRB BRRNIINGS G3[�G�GM� MAY 2 7 1992 CITY OF i UKWILA PLANNING DEPT. 9888 ACO2169 (EYE BOLT / PULLY) 988A M N BC1193Z ELEVATION VIEW SEE FABRICATION DRAWINGS FOR ADDITIONAL DETAILS SPLICE DIMENSION MINIMUM - 23.47' DESIGN - 42.00' MAXIMUM - 48.00' 12' -0' 8' -0" 60' -0' ■ AC0166G POLE CAP CONNECTION A803752 0.75' -10 UNC HX NUT GALV A563 GRADE A 0.75"-10 UNC x 6.50' LG CARRIAGE BOLT GALV A394 TYPE 0 0.75' SO NUT GALV TURN STEP BOLTS UNTIL FRONT EDGE TOUCHES POLE SHAFT POLE STEP ASSEMBLY WAVEGUIDE BRIDGE ' ACO5312 U BC0784Z SEE CC00530 FOR CAGE INFORMATION BASEPLATE FOUNDATION BASEPLATE CONNECTION ATTENUATOR • CABLE GUIDE EE VE BELT v25 - - LANYARD TERMINATOR SAFETY CLIMB / BCA060Z ORIENT V -NOTCH ON TOP TEMPLATE TO 90' 10 ORIENTATION• BUILDING SHAF INFO 1.00' NUT (8 PLACES) } MIN SP MAX SPLICE REFER TO E MAXIMUM SP ID TAG ACOIGTG (5" X 8' HA 311 1.00' NUT (8 PLACES) f MIN SPLICE MAX SPLICE ID TAG REFER TO ELEVATION VIEW FOR MINIMUM AND MAXIMUM SPLICE VALUES. SPLICE DETAIL (5" X 8') (5' X 8') (9' X 24') 1? 0` 0 BBB' S -2P AC0167G AC0090 AC0097H NANDHOLE CO ERs K EXCEPT DUPLICATE DRAWING DISTRIBUTION 1084P -9 NOTES: CELLULAR ONE f pill F RHAFT—ROVFAUTNR REACTIONS, MOMENT - 1.883 IN —KIPS SHEAR - 4, 490 # VERTICAL - 2, 508 i 2. Cf1MPONFNT IDFNTTFICATION: TAG LOCATIONS ARE INDICATED BY CALLOUTS ON DRAWING. 'TAG MARK' IN BILL OF MATERIAL SHOWS FIRST 4 DIGITS ON EACH TAG. SUBSEQUENT DIGITS WILL INDICATE SEQUENCE OF MANUFACTURER. 3. pSSFMRIY AND FRFCTION GUIDELINES: SEE VALMONT TRANSMISSION INSTALLATION GUIDELINE I012. 4. $LIP JOINT JACKINCLF00r,F MINIMUM "250001 MAXIMUM - 900008 5 WEIGHT: WEIGHT IN TITLE BLOCK IS TOTAL STRUCTURE WEIGHT EXCLUDING ANCHORAGE. 6. FINISH: GALVANIZED PER ASTM A -123. PAINTED ARCTIC ICE BLUE PER VALMONT SPEC F -13BZ. 7. SITE: TUKWILA. WA / RIVERTON HEIGHTS 8. POLE DESIGNED FOR: A. EIA /TIA- 222 —E. IOOMPH NO ICE 87MPH 1/2' ICE B. 4— SWEDCOM ALP 9209 —N ANTENNAS MOUNTED TO 1 "T" ARM 8 59' ELEVATION. BILL OF MATERIAL (SHIPPING SEO. -1 FOR ALL) PART NUMBER WAVEGUIOE BRIDGE (BC 11942) E.I.A. GROUNDING GROUND LUG KIT (BC0784Z) (ACO531Z) 26 216 '190 20 VALMONT PREFIX TAO MARX DESCRIPTION UNIT CITY WEIGHT PER DC0 000 CCO 98BA SECTION ASSEMBLY 1, 375 9888 SECTION ASSEMBLY 1, 000 1 0530 CAGE ASSEMBLY NOTE SAFETY CLIMBING ASSY (BCA060Z) 461 1 NOTE ANTENNA MOUNT T ARM (BC1193Z) NOTE NOTE NOTE AC0096P AC0097H ACO167G AC0166G 347548 347508 ACO2169 4 142056 i VALMONT PART HARDWARE SIZE (IN) I NUMBER BOLT DIA 1 164035 0.25 2 1616470.30 3 1611710.75 5 2136A B 9 10 HANOHOLE COVER (6X8) HANDHOLE COVER 9X24) PIPE INLET COVER POLE CAP TOUCH —UP PAINT (GALLON) THINNER (PINT) EYE BOLT— 3/8" DIA X 6" LG LONG 0.75 1.00 1.75 6 ABLBELT 7 MISCELLANEOUS NUT DESCRIPTION WSHR 0.75 _60' MON GENERAL SCREW SCREW -- POLE - -- -- -CAP -- STEP KIT SAFE BELT 3 9 10 12 10 3 1 FINISH SS 5S HDGV HDGV HDGV ASTM SPEC A410 A410 A325 N F436 16 2 6 B. LUBRICATE IN FIELD 7P NECESSARY Ins _a_ aar am. 01_1_ su w to 450 MAIPBIAL Tsllcl— 1 — 1 2 1 OTY PER 9 1 1 42 TEQIQ51ECELLULBB_4NE---- 5Q__MMEQLE - - -- OMMESTUMWMPIMMOVIRTNUMMI R 15 QP 1•� I D DATE REV REVISION DESCRIPTION .III VALMON ICI 968 POLE CAP CONNECTION AB03752 0.75' -10 UNC HX NUT GALV A563 GRADE A 0.75' -10 UNC x 6,50' LG CARRIAGE BOLT GALV A394 TYPE 0 0.75' SO NUT GALV TURN STEP BOLTS UNTIL FRONT EDGE TOUCHES POLE SHAFT POLE STEP ASSEMBLY WAVEGUIDE BRIDGE ACO166G ACO531Z Li BC0784Z SEE CC00530 FOR CAGE INFORMATION BASEPLATE FOUNDATION BASEPLATE CONNECTION ATTENUATOR CABLE GUIDE SLEEVE ri BELT LANYARD TERMINATOR SAFETY CLIMB BCA0602 2' -6.00' FROM LARGE END LOCATION DIMENSION FROM TOLERANCES SMALL ENO ,BLANK - M- 0' -6.00 4' -0.00 4' -3.00' 4' -8.00' 18' -0.00' 22' -0.00' 29' -8.00' 30' -0.00' NOTES: 1. FLATS i AND 12 ARE ADJACENT TO SEAM WELD. 2. ALL CROSS SECTION VIEWS ARE FROM SMALL END OF TUBE. 3. POLE TUBE DATA REF, MATERIAL-S-22 TUBE END OD (IN) THICKNESS LENGTH LARGE $MALL (INI 30' -0.00' 18.83 15.23 0.188 TUBE DIAMETERS MEASURED ACROSS FLATS. DETAIL 6 LONG LEG ON TUBE C 0.19 X 0.63 SHAFT BASEPLATE SECTION A -A BC11891 BC11894 ALIGN WITH FLATS AT SMALL END 135' MAX ARC -25' BOTH LEGS 0.19 A003752 12,5' L` TARTING LOCATION TOP PER DWG SEC TYPICAL SLIP CLI JOINT FLAT LSSM L6.I MOVES TO AVOID 12 INTERFERENCE SEC i7.5' BASEPLATE CLIMBING FACE - FLAT #i I.D. TAG 3.00'.' 2.00' TYP FOR A.L.S. ONLY ONE 2.00' DIA HANGER HOLE BURNED ON M FLAT 04. CHAMFER UPPER HALF OF OLE AND TOP OF FLAT 04 WITH 0.06' X 45' CHAMFER ON BOTH SIDES. FOR ALL OTHER SITES TWO 2.63" DIA HANGER HOLES BURNED ON M FLAT 03 & 05. CHAMFER UPPER HALF OF OLES AND TOP OF FLATS 03, 04 & 05 WITH 0.06" X 45' CHAMFER ON BOTH SIDES. DETAIL 6 LONG LEG ON TUBE C 0.19 X 0.63 SHAFT BASEPLATE SECTION A —A, BC11891 BC11694 ALIGN WITH FLATS AT SMALL ENO 12,5' 135• MAX ARC -25" BOTH LEGS 0.19 AB03752 TOP TYPICAL SLIP CLIMBING JOINT FLAT C� a y 6 .I i t 6' MOVES TO AVOID *� 6' INTERFERENCE BASEPLATE CLIMBING FACE — FLAT #1 SEC TARTING LOCATION PER DWG I.O. TAG 3.00' • •' ' 2.00' TYP G 30 • STAMP IN 0.50" HIGH LETTERS. THE LAST CHARACTER. 'X ". IS A SEQUENTIAL NUMERAL ASSIGNED BY MANUFACTURING. `rrAIL 7 1 IDENT TAG DUPLICATE DRAWING DISTRIBUTION REV 9 -92 BILL OF MATERIAL (SHIPPING 9E0..0 FOR ALL) VALMONT PART N0. BC11895 BC11894 BC11B9I AC00552 AC00064 304734 131042 AB03752 1620194 DESCRIPTION SHAFT BACK —UP —RING BASEPLATE GROUND CLIP HANDHOLE ASSEMBLY CABLE STOP 1.00' NUT STEP LUG IDENT TAG OTY PER 1 2 1 4 13 DATE R V REVISION DESCRIPTION U R N SCERIAL S•2 M — THICkNF 49 38 C T N A AS M Y '�'TdE_;3EC_A;;EY_Z5_EQ_15:.' IQ__34__4= LQ�14E1� aw ..,. O_ CUSS me w_1_ CUSS w. a114Q VAL C 988 LOCATION DIMENSION FROM SMALL END 0' -0.00' 0' -3.00' 0' -9.00' 1 -0.00' 2' -0.00' 3' -0.00' 3' -0.00' 3' -0.00' 4' -6.00' 23' -0.00" 24' -0.00' 32' -6.00' TOLERANCES BLANK ■ M -1 DETAIL NOTES: 1. FLATS 1 AND 12 ARE ADJACENT TO SEAM WELD. 2. ALL CROSS SECTION VIEWS ARE FROM SMALL END OF TUBE. 3. POLE TUBE DATA REF. MATERIAL- S -22 TUBE END OD (IN) THICKNESS LENGTH LARGE SMALL (IN) 33' -6.00' 16.02 12.01 0.166 TUBE DIAMETERS MEASURED ACROSS FLATS. 131042 LOC REF FLAT (S) 6. B. 10 305521 SEAL WEL 1620194 9B6BX THE LAST CHARACTER, 'X' IS A SEQUENTIAL NUMERAL ASSIGNED BY MANUFACTURING. FLAT (5) 4. 4 LOC 10 FLAT (S) ETAIL 5 1 J -HOOK STAMP IN 0.50' HIGH LETTERS. THE LAST CHARACTER 'X" IS A SEQUENTIAL NUMERAL ASSIGNED B�' MANUFACTURING. POLE FACE frimium 1511782 0.19 LOCATE ON t FLAT 0 1 REE 0.25" MIN 0.50' MAX TRIM AS NEEDED 1613172 "' �,•� 10 li "nil 0.18 YP TYP 0 A 4 FLAT (S) 3 1.50" MIN 0.25 " TYP 11111111 I�III AC013B1 DUPLICATE DRAWING DISTRIBUTION DATE 12 135' MAX ARC -25" NQRE 6' 1 6" I BOTH LEGS p 9191 A803752 30" 5' TOP SEC TYPICAL SLIP CLI JOINT FLAT SEC MOVES TO AVOID i7.5 ' INTERFERENCE BASEPLATE CLIMBING FACE - FLAT 01 TARTING LOCATION PER DWG I.O. TAG 3.00' 2.00" TYP 1. 0000 gIL'L OF MATERIAL (SHIPPING SEG ■O FOR ALL) VALMONT PART NO. BC11896 131042 SHAFT DESCRIPTION 1.00" NUT 1511782 CABLE GUIDE BC00568 HANDHOLE ASSEMBLY A603752 STEP LUG 305521 J -HOOK AC01381 PLATFORM BRACKET 304734 CABLE STOP 1620194 IDENT TAG 1613172 POLE CAP MTG STRAP ' �Ih7E_ �EQ_ QSSY _iQ_QQ_12_IQ__3��_Q "L�a�i4�i2 ..1. 0 cuss mot w_...1_ tt..t ss. m 400 f1AL 1 TH1.K4'4 5 -22 BZ V ti q, rr r•.• REVISION DESCRIPTION 05 12 92 VALMONT QTY PER ASSY 1 6 1 3 27 3 1 BCi1B92 343036 1.00" - N 0.25 V <0.50 CIRCUMFERENCE MIN 202049A . 6'-0" LONG --0.25" TOP OF 8�1 LT 5 8.75" PROJECTION BC11893 • BOLT CIRCLE '+ 25 DUPLICATE DRAWII se • ill BC11892 343036 —A10111\ 0.251/ <0.50 CIRCUMFERENCE MIN •••••••••■••••• " III ill --0.25" 8.75" PROJECTION 202049A 6' —0' LONG BC11893 LT BOLT CIRCLE ■ 25.99' DIAMETER, P6.- DUPLICATE DRAWING DISTRIBUTION NOTES 1. V—NOTCH INDICATES CENTERLINE FLAT #10. 2. MARK LAST FOUR DIGITS OF ASSEMBLY 0530 ON TOP CAGEPLATE AFTER ASSEMBLY. REVISION DESCRIPTION t CUM cog .tu _IL— cum me. co 444 turEhrAL, BC11862 BC11893 BILL OF MATERIAL (SHIPPING SEGmai FOR ALL) VALMONT PART Na 202049A 343036 DESCRIPTION TOP CAGEPLATE BOTTOM CAGEPLATE 2.25' BOLT 2.25' NUT A563 ANC 0 BO T CAB SE B Y ITY PER ASSY 4 VALMONT HOLE LOCATIONS BOLT CIRCLE = 25.99" DIAMETER. DUPLICATE DRAWING DISTRIBUTION REV DATE y AL.MONT ORDER NQ 10812 -92 9.19" RE BY 20.12" TY 25.12" TY )LBTC 16 REVISION DESCRIPTION CUSTOMER CELLULAR ONE DWG SIZE _OCATIONS BOLT CIRCLE = 25.99" DIAMETER. DUPLICATE DRAWING DISTRIBUTION RE DATE VALMONT ORDER NQ 10812 -92 9.19" REV BY. CH REVISION DESCRIPTION CUSTOMER CELLULAR ONE 20.12" TYP 25.12" TYP (1;)LBTC16188309191750128NNN000 DWG SIZE B CLASS CODE (0_4_ WEIGHT 187# MATERIAL S -128 15.71" DIA ON 1620194 STAMP THE LAST FIVE DIGITS OF PLATE HEAT NUMBER IN 0.50" LETTERS. SEAL WELD TAG. VALMONT PART Na 1620194 OTHER SPECIF 1 ICATIONS SEL ,QRAa 05/01/92 PAR 2.63" DIA HOLE (4 READ) BILL OF MATERIAL (SHIPPING SEQ =1 FOR ALL) SCALE NONE BASEPLATE TAG THICKNESS 1.750" P.A. CHK DESIGN SHOP CHK )(LO DESCRIPTION BASEPLATE DESCRIPTION CLASS NO. (3) 200 QTY. PER ASSY 1 T,C=SEV., VALMONT INDUSTRIES, INC. VALLEY, NEBRASKA 88084 (402) 359 -220: DRAWING NUMBER • BC11891 DUPLICATE DRAWING DISTRIBUTION ( 2 ) TCP161: NO 5•. I EV DATE / Y REVISION DESCRIPTION VAL14OVT ORDER N01 M1ST0 9.19" HOLE. LOCATIONS 9.19" 19.12" DIA BOLT CIRCLE = 25.99" 25.12" TY 10812 -92 DIAMETER. CELLULAR ONE CATIONS 9.19" 19.12" DIA BOLT CIRCLE = 25.99" DIAMETER. DUPLICATE DRAWING DISTRIBUTION 25.12" TYP (3;)TCP 1618830919000 DWB 9T7 .E_ _ WEIGHT 44# VALMONT ORDER NQ 10812 -92 ME Ma CELLULAR ONE 16.00" R TYP 2.31" DIA HOLE (4 READ) ON 1620194 STAMP 1892 IN 0.50" LETTERS. SEAL WELD TAG. OTHER SPECIFICATIONS M 1 MEV DATE REV CHK DATE .ply DESIGN SHOP CHK ID BY BY REVISION DESCRIPTION 05/01/92 PAR KuD DESCRIPTION TOP CAGE PLATE NOTES 0.50" V -NOTCH AT POSITION INDICATED. BILL OF MATERIAL (SHIPPING SEQ =1 FOR ALL) CLASS CODE (1) _ 4 SCALE NONE DESCRIPTION CLASS NO. (3) 900 TG3= QTY PER ASSY 1 VALMONT INDUSTRIES. INC. VALLEY. NEBRASKA 80084 (402) 359 -220i DRAWING NUMBU BC11892 DUPLICATE DRAWING DISTRIBUTION. #)BCP 1618 NO S REV ALMONT 10812 DATE ORDER NQ -92 REV C ^ : REVISION DESCRIPTION CUSTOMER CELLULAR ONE HOLE LOCATIONS 9.19" 19.12" DIA BOLT CIRCLE = 25.99" DIAMETER. _OCATIONS BOLT CIRCLE = 25.99" DIAMETER. DUPLICATE DRAWING DISTRIBUTION REV ID DATE VALMOVT OROER NO 10812-92 9.19" 19.12" DIA RE • CH REVISION DESCRIPTION CUSTOMER CELLULAR ONE 25.12" TYP I;)BCP 1618830919 OWG SIZE B MATERIAL S -115 WEIGHT 40# DATE, 05/01/92 .naentt PAR 14.75" R TYP ON 1620194 STAMP 1893 IN 0.50" LETTERS. SEAL WELD TAG. VALMONT PART Na 1620194 CLASS CODE (1) 4 OTHER SPECIFICATIONS M -1 2.50" DIA HOLE (4 READ) BILL OF MATERIAL (SHIPPING SEQ =1 FOR ALL) SCALE NONE OESIGN KL.o BOTTOM CAGE PLATE TAG THICKNESS 0.500" DEScaPTION, BOTTOM CAGE PLATE DESCRIPTION P. A. CHK SHOP CHK CLASS NO. (3) 900 LMO QTY PER ASSY 1 4 VALMONT INDUSTRIES. INC. V . RASKA 8 40 NEB 889 -220 ! DRAWING NUM8Eq BC11893 r- BC 1022E l BRACKET ON POLE IDV DATE REV HK YAL icKr ORDER NQ VALMONT PART NO. BC1 022E ACO 249E ACO 286E 0 z z VALMONT w PART H NUMBER 1 161347 2 AC01901 3 333014 4 142070 5 163199 DUPLICATE DRAWING DISTRIBUTION ANTENNA PLATE ARM ASSE HAI BC DIA O .63 O .63 O .63 A325 HARDWAR vTEC AP REVISION DESCRIPTION DWG eY POLE ACO286E 9y •611 REV DATE REV CHK ID BY VALMONT ORDER NQ VALMONT PART NO. BC1 ACO ACO 0 zz w 022E 1 161347 2 AC01901 3 333014 4 142070 5 163199 DUPLICATE DRAWING DISTRIBUTION REVISION DESCRIPTION rair.222. ANTENNA MOUNTING ARM 249E PLATE 286E ARM ASSEMBLY 1'-6" LG VALMONT PART NUMBER DIA 0.63 0.63 0.63 BILL OF MATERIAL (SHIPPING SEQ. =1 FOR ALL) HARDWARE SIZE (IN) BOLT a.e 8I7E B LONG 2.25 6.50 5.25 DESCRIPTION MISCELLANEOUS NUT 0.63 MATERIAL "mew 216 # AWL 05 -12 -92 DESCRIPTION .DRMH PAR WSHR 0.63 S0WTEC ANTENNA MOUNT - F -138Z CLAW CODE (1) 4 OTH72 8PECIFICATIONB OC NONE GENERAL U —BOLT LOCK FLAT U —BOLT THICKNESS MOP CHc ANTENNA MOUNT FINISH HDGV HDGV HDGV HDGV HDGV 'L.r1J UNIT WT (LBS) ACT. CODE (1) 153 24 39 A325 A563 F436 A325 HARDWARE PER ASTM EXCEPT PARAGRAPHS 6.5 4 8.5 CLASS NO. (a) 999 LMO QTY PER ASTM STR SPEC UO VAL.JIONf INDUeTRIES, INC. VALLEY NEBRASKA 4U64 Y -2201 M BC1193Z 1510 2809 0976 1509 SECTION A—A 1510 *QUANTITY INCLUDES 2809 5% EXTRA 163697 2809 —� 5 -70.9 pc /2 r6q 0976 EMBED IN CONCRETE. TYP. ID DATE REV CHK BY BY ±10' VALMONT PART Na BC 1 1509 BC 1 1510 ACO 0976 ACO 2809 DUPLICATE DRAWING DISTRIBUTION 4 — RUN BRIDGE S HANGER C VERTICAL 163697 0 z w 1- H 1 2 SWIM VALMONT PART NUMBER 1/2" DIA 163294 0.50 131088 • DIA REVISION DESCRIPTION HM BO A325 HARDWAF c7 4 OWS S. )9 0976 EMBED IN CONCRETE. TYP. t' `) QUANTITY INCLUDES 5% EXTRA RE DATE ALMOdT ORD% NQ RE ± VALMONT PART Na BC1 BC1 ACO ACO 0 z r 1 2 1509 1510 0976 2809 163697 VALMONT PART NUMBER 163294 131088 4 — RUN WAVEGUIDE CHANNEL BRIDGE SUPPORT HANGER CLIP VERTICAL SUPPORT PIPE 1/2" DIA U —BOLT DIA 0 .50 BILL OF MATERIAL (SHIPPING SEQ. =1 FOR ALL) DESCRIPTION MISCELLANEOUS HARDWARE SIZE (IN) BOLT NUT WSHR LONG 7. OMB sIzE_ +k,, ._ 0. 50 A325 HARDWARE PER ASTM EXCEPT PARAGRAPHS 6.5 & 8.5 DUPLICATE DRAWING DISTRIBUTION ACT. CODE (1) ( )TEC 4 RUN X 6' LG WLG BRIDGE F- -136Z MATERIAL DESCRIPTION GENERAL ..Ass CODE (1).....11-- CLASS NO. t i 450 OTHER SPECIFICATIONS .ate NONE THICKNESS, 8Y REVISION DESCRIPTION Rmstga OATS 05/13/92 OEUMN. PAR ,Gf�Igi pest z rxtN 4 RUN X 6'LG W G BRIDGE MEAL. VA UNIT QTY WT PER (LBS) STR 70 1 1 45 ASTM SPEC QTY PER STR LMONT. VALMONT INOU TRIES. INC. VALLEY. !e0M DRAWING NL*eEA BC1194Z BCAO6OZ A ±25' 12 11 DUPLICATE DRAWING DISTRIBUTION BRENHAM, TX /A\ 07/19/91 REV DATE ID VALMONT ORDER NO STANDARD LVG REV CBK • REVISION DESCRIPTION STANDARD ATTEN 53 CABLE GUIDE 5323 TERMIN 532 ( ;)TEC S DWG DUPLICATE DRAWING DISTRIBUTION BRENHAM, TX /h1 REV ID 07/19/91 DATE uumaf STANDARD LVG REV CHK BCA06OZ A REDRAWN TO CAD REVISION DESCRIPTION gam= STANDARD ATTENUATOR 5322 CABLE - 345526 GUIDE(S) 5323 TERMINATOR 5324 WEIEHT 26 # 04 VALMONT PART NO. BCO BCO BCO 345 MATERIAL D MAL Pe- t r4/ BILL OF MATERIAL (SHIPPING SEQ =1 FOR ALL) 5322 5323 5324 526 DWG SIB B CLAM CODE (1) 1. OTHER SPECIFICATIONS WALE NONE DESIGN DESCRIPTION ATTENUATOR CABLE GUIDE TERMINATOR CABLE cg;)TEC SAFETY CABLE ASSEMBLY — 4)0 FT. THICKNESS .A. CHI( DE$CRIPTIOK 60' SAFETY CABLE ASSEMBLY CLABB No. 0) 4 5 0 QTY PER ASSY 1 1 MINIONINNIUMIN VLr�.J� SHOP CIE VALMONT INOUBRE, INC. V NEBRA I 68Hd4 4a2) 359 6111 -22 8 ;1 41644" 69 -22 DRAWING MM3E9 BCA060Z 345470 345471 345472 1 Q MINIMUM 1' -0" A BRENHAM, TX REV ID DATE yALIN -IT ORDER NQ STANDARD tJ REV BY GROUND BC0784Z1 1 LINE DUPLICATE DRAWING DISTRIBUTION BASEPLATE FOUNDATI( <VT E C E REVISION DESCRIPTION zumm STANDARD DWG / p MINIMUM 1 ' -0" REV ID BRENHAM, TX DATE STANDARD BY A BY BC0784Z I 1 GROUND LINE DUPLICATE DRAWING DISTRIBUTION BASEPLATE FOUNDATION REVISION DESCRIPTION claim STANDARD DWG SIZE B WEIGHT $C LE DATE 06 -16 -88 NOTE: p& ALL BENDS IN GROUND WIRE MUST BE SMOOTH, WELL - ROUNDED CURVES. BILL OF MATERIAL (SHIPPING SEG =0 FOR ALL VALMONT DESCRIPTION PART NO. 345470 345471 345472 (0)TEC E.I.A. GROUNDING KIT MATERIAL THICKNESS OTHER OPECIFICATION8 20 # NONE .DRAWN MAL cues CODE <i)_ 1 ,PEBION #6 WIRE BARE OTRAND COPPER GROUND ROD CLAMP GROUND ROD .A. CHK szoots D€BCRIPTIDN E.I.A. GROUNDING KIT CLA88 NO. (33_4_ QTY PER 1 ASSY' 2 2 VAUICNT I CUSTRIEO, INC. V (402) 1iAfd64 DRAWING MJ€ER BC0784Z DUPLICATE DRAWING DISTRIBUTION BRENHAM, TX TULSA REDRAWN BASEPLATE FOUNDATION VALMONT PART NO. 1 345616 2 161147 3 142070 4 131202 BILL OF MATERIAL (SHIPPING SEQ -'1 FOR ALL) DESCRIPTION GROUND LUG 0.63" X 1.50" BOLT 0.63" FLAT WASHER 0.63" SQUARE NUT ACOS31Z CLAW t+o. • cap 450 QTY ASSY 1 REV DATE STANDAR REV C�C REVISION DESCRIPTION ST -a 11 -01 -88 MUM LPW GROUND G KIT 2 LMONT, dNMMrrnzear, uic. RA .gees ACO531Z RESPONSIBLE PARTY ITEMS CHECKED MUST BE INSTALLED AFTER DEUVENT Ut Ls ILL'ER 1 REF E kENCf REFER TO OWNER'S MANUALS AND /OR DRAWINGS INDICATED. 1 ITEM OR UWGf ANDREW CUSTOMER X TRANSPORT SHELTER TO STAGING AREA X TRANSPORT SHELTER TO SITE • T -001 -7 X OFFLOAD SHELTER AT SITE : LIFTING DETAILS BELOW x TIE -DOWN SHELTER TO rOUNDATI0N 11 -001 -1 X INSTALL EXTERIOR LIGHT LENS AND BULB 1 X INSTALL WAVECUIDE PLATE ON CHOSEN ENTRY LOCATION 1 • X INSTALL EXTERIOR GROUNG BAR ON CHOSEN ENTRY LOCATION 1 • .. _ _�• J ITEM } OTY. IU /M} PART ':0. 1 PACK '.'ATER:A'_S ON ADDITION TO •"•;1.'_ r.iC•v PACK -‘,,sr !:�-�uC : °.S; 1 I I EA 1 FCS824 -'-99 E/v 2 1 1 EA i .W-rTE $'_lam_ _ SEAL A1: 8L.2''2: 3 1 2 EA I EL' SEA: ANT .A7" 4 i 2 EA ( 36E002 -80 TA" E. EWS !PK3 ^r '21 5 1 EA 367995-114 D'S • ..,. -- COVED DCC4 ^,.S 6 ! EA 137990.2-162-10 __ _P 7 1 EA 36807 -2 „'l: - 4- 0_A .; /- ARDNAaf I 8 12 EA i 368007 -20 'A AVE _ DE SEAT :G CAP 9 EA 368007 -30-2 •;L A' 4' _ 60 C0•: .,, 10 ' 1 EA 1 367964 -14 „_ t J a . »'�� __ — 11 1 EA + 379902 -162 -3 - 1yA= DWA' ?%. 12 1 EA I T,2:195 3., __ • 0. —At; 13 4 B PLAN TO BOOM Fl EVATION FIELD SET -UP INSTRUCTIONS RIGGING DETAIL 7 DESCR TO BOW END VIEW EA 367998 -36 R: ER S'P.D •/4- >3 -.4^' •3: S •• PaI' C...A3E1 2 CABLES NOTE: CORNER PROTECTORS MAY NOT BE REQUIRED IF SPREADER LENGTH IS AT LEAST 7 FEET MORE MAN WON OF SHELTER. ( SQ ROOF BLES RN COER DETAIL) 4 CA 1 � (15 iT MIN. LENGTH) II . II LIFTING DETAILS USING LUGS E) F) OTY. ISi ..,,,w....,,. a ROOF CORNER [?ETAI,. PACK -' INSTRUCTIONS FOR RE-STALLED ITEMS 3) SEAL ALL OPENINGS PRIOR TO SHIPMENT. ANGLE MUST NOT EXCEED 17 UNLESS APPROVED 01 AlONHLo GRIP. 1) ITEMS BELOW APPLY TO THIS Srl!DMENT. PACK AU. REMOVED 4ARDWARE I\ JIFFY 9A2 - M M” A) REMOVE AND PACK THE r0-LOWING LIGHTING ITEMS: • QTY, ACCESSORIES EXTERIOR LENS, LEAVE SASE ATTACHED TO BLDG, UGHT BULBS EXTERIOR LIGHT TAPE IN: TZRIOD FLUCD.. UGHT BULBS IN PLACE r0;" SHIPPING. B) REMOVE AND PACK T: FCr.OW.NG ITEMS: QTY. DESCp'710. _ — . •• DOW_= E %'=" :? w/GASKET & COVER (LEAVE_ D ?. THR.! WA'_) C) SECURE_(0TY.) STEEL DOOR(S) WITH MORTISE DEADBOLT. 0) EQUIPMENT WARRANTIES AND OTHER PERTINENT INFORMATION IN UTERATURE HOLDER. INSTALL DISTRIBUTION PANEL COVER (ITEM 5) N.T.A. INSPECTION INSIGNIA (IF REQUIRED) TO BE INSTALLED ON OUTSIDE OF DISTR!SJTION PANEL DOOR. G) INSTALL ANDREW DATA PLATE ON OUTSIDE OF DISTRIBUTION PANEL DOOR, H) STATE INSIGNIA (IF REQUIRED) TO BE INTALLED ON OUTSIDE OF DISTRIBUTION PANEL DOOR. 2) DRAWINGS IN DRAWING UST MARKED WITH AN ASTERISK (r) ARE TO BE INCLUDED IN THE SHELTER PACK -UP MATERIALS. • NOTES: 1 . ACTUAL IVEIGIT OF SHELTER AND CONTENTS SHALL BE (MEASURED OR ESTIMATED) BY ANDREW CORP. WIGHT BE SHOWN DN AU. DOCUMENTS (REOUSITIONS, PURCHA ORDERS, SHIPPING LISTS, BILLS OF LADING ETC.) RELATED TO WING OR MOYNO THE SHELTER. 2. CRANE. SPREADER BAR, DICKERS, HOOKS. UFiNG STR SHACKLES AND OMER UFDNC DEICES SHALL BE RAID THE LOAD 10 BE UFTED. MANUFACTURERS GEMS RATED LOAD CAPAOTY SHALL BE SUPPLIED TO ANDRCI ON REQUEST FOR ANY COMPONENT. ALL SETS OF CARL MUST BE EWAL LENGMS 1117I60. 6 INCHES. 3. CARE SHALL BE TAKEN TO AVOID DAMAGE (POPPING, I SPALUNG OF CONCRETE, MARRING Cr SURFACE FINISH) Li fHC, HANDLING, AND SETINC DORN THE SHELTER. 4.SHE.117t MAY BE SET DORN ON NEOPRENE PADS WNIC UNDER EACH CORNER OF THE BUILDING DURING SHIPPII ARE NOT REWIRED BUT MAY BE USED IF FOUNDATION MEET 1/6' FLATNESS MRCN tS REWIRED, S. REFERENCE MS: 5.1 F CFI SECURING AND SUPPORTING THIS SHELTER ON DURING 1AANSPONTAn0N, SEE DOG. NO. 1 -001 -1 6. SH LIER *VW 1: 6.1 EMPTY -- SEE CHART AT RIG1T. 6.2 EQUIPPED -- CONSULT ASC ENCNEERNC. 7. W0GINO 0TH01 114/J4 THAT SIWIW MUST BE APPROVCI CORPORATION SMELTER ENGINEERING. 6 SHELTERS MIIW 00 NOT PICK LEVEL MAY MOLD TO Hi ADJUSTED BY ADONC SHAOW.5 TO SELECTED CABLES L, PHOTOGRAPH OF RIGGING N PLACE ON SHELTER RAM PLACEMENT SHO tD BE PRONGED BT CRANE CO. TO A OF COMPUANCC MM MESS SPEOTCAn0Is AND AVO BACK CHARGES FOR DAMAGE DUE TO RIGGING. UniR tbs. era wA.rn — - monN' • A4l IWO% �ti Io We Yo M AVM M ti Ma.Paa — M ow.,__, Y .w ____ aM — MIIMR 5 ra.nM wM WM• r•.44 TIM r. won • M wrrr .wr w..w r.•a+w MI I OTT. LOA NOM= BY py•P. 1 1 EA ANDREW CONCRETE SHELTER 2 4 EA CRANE CO. SPACERS TO PROTECT SHELTER FROM CABLES/DUNS 3 4 EA CRANE CO. CABLE, 1 1/4' MAX DIA. 15 MIN. LENGTH • AS REOb EA $ CRANE CO. SHACKLES 5 4 EA ANDREW UVTNC LUG W/BOLT (ORWC. / 360413 -LUG) 6 1 EA CRANE CO. SPREADER BAR (MN. LENGTH Is WTo1H or SHELTER.) REFEHENCF ITEM OW DWI;# • T -001 -2 LIFTING DETAILS BELOW '1 -001 -1 '- 2 CABLES NOTE: CORNER PROTECTORS MAY ▪ NOT BE REOUIRED ir SPREADER LENGTH IS AT - LEAS' 2 FEET MOUE THAN •TOTH OF SHELTER. (SCL ROOT CORNER OCTNL) 4 CABLES (15 FT MN, LENGTH) l SING LUGS ■•, • PACK —', INSTRUCTIONS FOR RR= — ASTALLED ITEMS ) 'CMS 9ELOW APPLY TO THIS S"'oVENT. PACK ALL REMOVED ■-A= ..DWARE IN JIFFY BAC - • V b A) REMOVE AND PACK THE r0..0V7NG UGHTTNG ITEV..S: OW. ACCESSORIES EXTERIOR. LIGHT TAPE INTERIOP UGHT BULBS IN PLACE '0= SHIPPING. 9) REVOV AND PAC✓. THE FCLLOW.NC ITEMS: °TY 0ESCR 0 71C' OTT. 1 0 o01wT_ r L? */GASKET k COVER (CAVE P.T. T HPJ WALL) C) SECURE__:—.(OTY ETML DODR(S) WITH MORTISE DEADBOLT. D) EQUIPMENT WARRANTIES AND OTHER PERTINENT INFORMATION IN LITERATURE HO•JrER. E) INSTALL DISTRIBUTION PANEL COVER (ITEM 5) F) N.T.A, INSPECTION INSIGNIA or REQUIRED) TO BE INSTALLED ON OUTSIDE OF DISTRI!JTION PANEL DOOR. G) INSTALL ANDREW DMA PLATE ON OUTSIDE OF DISTRIBUTION PANEL DOOR. H) STATE INSIGNIA (IF REOUIRED) TO BE INTALLED ON OUTSIDE OF DISTRIBUTION PANEL DOOR. 2) DRAWINGS IN DRAWING UST MARKED WITH AN ASTERISK (•) ARE TO BE INCLUDED IN THE SHELTER PACK -UP MATERIALS. 3) SEAL ALL OPENINGS PRIOR TO SHIPMENT. ROOF CORNER DETAIL UGHT EULBS ANGLE UUST NOt EXCEED ID UNLESS APPROVED BY AMORE, CWP, CABLE BY CRANE CO. (SEE 0ES0R1P11c% or ITEM 3) CABLE MUST CLEAR co BETE SHELTER PROVIDE LUMBER 0R OTHER PROICCTIGN IF NECESSARY U EXTERIOR LENS, LEAVE BASE ATTACHED TO BLDG. 1 SEE NOTE 2 • NOTES: 1. ACTUAL WE)GIT OF SHELTER AND CONTENTS SHALL BE DETERMINED (MEASURED OR ESTIMATED) BY ANDREW CORP. WEIGHT SHALL BE SHOWN ON AU. 000JMENTS (REQUISITIONS. PURCHASE ORDERS. SHIPPING LISTS, BILLS OF LADING. ETC.) RELATED TO UF11NG OR UOVNG THE SHELTER. 2. CRANE. SPREADER BAR, CHOKERS, HOOKS, LIFTING STRAPS SHACKLES AND OTHER IJiTHG DENIMS SHALL BE RATED FOR THE LOAD TO BE VIED. UNNUFACIURERS CERTIFICATION OF RATED 1.0AD CAPACITY STALL BE SUPPUED TO ANDREW CORP. ON REOUEST FOR ANY COMPONENT. ALL SETS OF CABLES MUST BE EQUAL LENGTHS %CHIN 6 INCHES. 3. CARE SHALL BE TAKEN TO AVOID DAMAGE (DIIPPNG, CRACKING OR SPA. NO OF CONCRETE. MARRING Or SURFACE FMISH) DURNO UFTINO, HANDLING, AND SETTING 00M4 1HE SHELTER, 4. SHELLER um BE SET 0004 ON NEOPRENE PADS 1I110.1 ARE LOCATED UNDER EACH CORNER OF THE OOLONG DURING SHIPPING. PADS ARE NOT REOUIRED BUT GHAT BE USED IF FOUNDATION OOCS NOT U EET T/6' FLATNESS W4104I5 REOIKRED. 5. REFERENCE DWGS: 5.1 FOR SECURING AND SUPPORTING THIS SHELTER ON TRUCK BED OUTING TRANSPORT/01ON, SEE DWG. N0. 1 - 001 - 6. SHELTER WEIGHT: 6.1 EMPTY -- SEE CHART AT RICHT. 6.2 MAPPED -- CONSULT ASC ENCNEEANG. 7. RIGGING OTHER THAN THAT SHORN MUST BE APPROVED BY ANDREW CORPORATION SHELTER ENQNEERNG. 6. SHELTERS 9■01 00 NOT PICK LEVEL MAY NEED TO HAVE CABLES AO4JSTED BY ADO040 5440(0.5 TO SELECTED CABLES. 9. PHOTOGRAPH OF RIGQNG N PLACE ON 9NELTER 1141IED141ELY AFTER PLACEMENT SHOULD BE PAONDCD BY CRANE Co. TO ASSURE ANDREW OF COMPLIANCE MTH TIILSE SPCDFICATIONS AND A400 POSSIBLE BACK G4ARGES FOR DAMAGE DUE TO RICONC. . AC ' • ' AC A S :.:E DRAWING NO. FCS824 -I -9 FC524 -1 -co FCSB2 -1 -90 . 2 •/ . FCS52A -' -99 '_ CF E. _E - F• CA: SC.-i_1.4 CSB2 HALO': SUBVI ^.AL T -001 -2 , I -00 -1 1 F -001 -1 •O•Lf. 1 •• •••••• — ■•••••••• w •• -o•b M MY•• CIP AWX N •• whorl Now 000 • 4 rw •rw.. • •• 4•. M A.OK• w- •• w•so•• ••• 1• o• •••11 • -r 11 • N11•• -•• • •• A• w wAr. 1•• •w-1 OW F MORN 110• 0•.016 OW ••••••• ••1 •• •• 1•••0•04 •••• - w• - •• — W r r•••••• r Wm w •••••••••• etas • •••■•• DR l- ,Nr' J .4 S T BLDG TRANSPORTATION SPECIFICATION LENGTH: 27' -0• W /OVERHANGS WIDTH : 8' - 1/2 W /OVERHANGS HEIGHT : 9 -11' WEIGHT : .31.250 APPROX. FROM FACTORY. •IF RADIO EQUIPMENT INSTALLED PRIOR TO SITE, RADIO VENDOR TO SPECIFY ADDITIONAL WEIGHT INSTALLED. 1� DG -OFFLOAD CABLE OFFLOAD: REFER TO UFTING DETAILS FOR ITEMS REVD FROM CRANE 00. A. CHOPLICK 4) 6/21(/90 aYc -1- 1•LA7 01.0.1 MONA 1•400.7 AM • 001(7 1r4 S EE S:2= TITLE o= DP AwNG • .. _ _. nr VA'FP:ALS EP•: .._ . LS :4Aw A HALO': SySTEV DETA LS C - RA':SPCR'AT CN DE'A° E • r ∎NE ST_ FCUr. :AT :0 DETAILS LEGEND 7; :;y; Ly_ 7/•' /9:(r-r1 RECEIVED (ITY OF TUKWILA Af'R 1 4 1 J4 PERMIT CENTER APPROVAL DRAWING r - ' Sr—APPROVED PPROVED AS NOTED RE-ISSUE 0 NOT, APPROVED { REQUIRED SIGNED /4 l' +, 0 - n lLu� 1 Ill �J DATE RETURN 0,1E SIGNED COPY NOTE SHELTER DELIVERY SCHEDULE IS DETERMINED BY THE DATE OF RECEIPT OF APPROVAL. DRAWING >•.t �4� JJ ST, C OON 0 r ANDREW L N` ;�.»-E•L .HIPPING /SET UP INSTRUCTIONS -i- .McCAW COMMUN;CAT (RSA) 6Z 40,. 11O oA•�i A,•,W ..= CS82 -1 -9 • • N -f S 1 1 "' .5+ 12 1 - p ... ± ITEM OTY U/M * PART NO. DESCRIPRON PART NO._ DESCRIPTION 60 12 EA EA • I 022630 COVER 4x4 DOUBLE DUPLEX RECEPT. 61 i 6 I EA • ; 022790 (RECEPTACLE DUPLEX 20A/125V 621 1 1 EA • I 022990 ISWITCH. WALL 15A ITEM OTT ' U/M * PART NO. DESCRIPRON 1 1 EA ] x _ 6 _ 8 __ 69 9 FCS824 -1 -29 'FAB I SHELTER 2 2 EA SPUCE CLAMP CABLE LADDER 367328 -10 -4 1A /C MARVAR xAVP36 -ACA5 w/5 VIN. DELAY, LOW AMB., CB, 5KW 3 2 EA HANGER BRACKET CABLE LADDER 367316 -1 -2 A/C INSTL. KIT, INCLUDES C.R :LLES 4 1 EA 367973 -60 367961 -30 17 DAY TvER CPERATICN MARVA,'n i.:357 w/2 -STAGE THERMOSTAT 71 2 j EA • I 367976-20-3 5 1 EA EA ;STANDARD DOOR INSTALATI0N DRA7,.NG (REF. 367981 -115) 6 1' EA 367981- 1210E -IG DOCR, CRAY 3'x 7' NH 1EGA YORT'SE 4 RE 0 (NH) 7 1 EA 379890 -10 -1 HINGES, S - EEL DOCR 4 1/2' NRP BALL 9EARING 8 1 EA 170 379890 -7 -2 ILOCKSET SARGENT RHRB MORTISE 9 1 EA TILE FLOOR - ARMSTRONG 151836 379890 -9 -1 CYLINDER & 21 CORE W /KEYS 10 1 EA 367981 -61 -4 3' THRESHOLD, 1 1/8' RAISED FLOOR W /TILE 11 1 EA 1 367966 -30 DRIP CAP 40' REESE /R201A 12 1 EA 1 I 379990 -IZ LOCKGUARD 13 1 EA I 367991 -13 DOOR STOP 14 1 EA 379902 -108 LITERATURE HOLDER 15 1 EA 367989 -4 SURGE ARRESTOR L.P.C. HLPC -20203 16 1 EA 367986 -40 -1 DISTRIBUTION PANEL 1 PHASE 200A 40 CKT SO -D 40040M200 -1021 16A 2 EA D21410 (BREAKER 15A /120V SO 0400115 165 4 EA D21430 1BREAKER 20A/120V SO 0400120 16C 2 EA 367986 -4 BREAKER 40A/240V SO 0400240 16D 5 EA D21490 BREAKER 20A/240V SO'D 00220 17 1 EA 368016 -4 -2 (POWER FAILURE ALARM 18 1 EA 368010 -1 NEUTRAL EAR KIT S0'D N11200SN 19 1 EA 366250 -7 200A MANUAL TRANSFER SWITCH 20 1 EA 367960 -58 200A GENERATOR RECEPTACLE APPLETON #AJA20033 -200RS 21 1 EA D21930 EXTERIOR LIGHT HARRIS 300 22 4 EA D21910 INTERIOR FLR. FIXTURE #C2408 23 1 EA 367973 -55 18 - X12' NEVA 1 BOX W /HINGED COVER "66" ALARM BLOCK 25 PAIR 466M1 -25 24 2 EA 367959 -25 24A 2 EA 367459 -25 -1 ALARM BLOCK CLEAR LOWER I565MC4 25 2 EA E21590 1THERMOSTAT DAYTON 42E206 26 1 EA 367959 -1 DOOR ALARM UNIMAX SWITCH 27 1 EA 367968 -36 -36 HALON 1301 FIRE SUPPRESSION SYSTEM 1 ROOM 8 x 24 27A 1 EA - !CONTROL PANEL 'AUIOPULSE 1000 278 1 EA - 'IONIZATION SMOKE DETECTORS 27C 27D 1 EA - ' IALARM HCRN • 1 EA - 1MANUAL PULL STATION 27E 1 EA - •ABORT S711 27F 1 EA 1 - 'FLASHING E('E'?:OR WARN NG LIGHT 27C 1 I EA 1 - (CYLINDER W /HALON 1301 (CESIGNED FOR 67. CONCENTRATION) 27H 1 EA - 'DISCHARGE NOZZLE W /PIP•NG ! 271 1 EA - EXTERIOR HALON DISCHARGE WARNING SIGN 27J 1 I EA I - ;PHOTOELECTRIC SMOKE DETECTOR , I 28 .30 F1 1 • 367956 -22 WIRE w3 /0 :ELK 'HHN 29 8 P1 ' • 367956 -11 WIRE d2 3A STRAN2 "ED CC E ' 30 I 1 EA 367964 -14 GROUND BAP 4'.22 "••/4' 31 32 I 1 EA , 367999 -32 ELBOW " .3 2" 97' VAa' 33 1 EA 367999 -33 E -BO'„ ' .E - 2.7... . var..: s 66 2 t EA • I 366200 -19 COVER 2.4 DUPLEX RECEPTACLE 1 67 20 1 EA • 1 367954 -23 CLAMP CORNER CABLE LADDER ] x _ 6 _ 8 __ 69 9 EA • I 367954 -26 SPUCE CLAMP CABLE LADDER �10�1 14 I EA • 1 367954 -45 -2 HANGER BRACKET CABLE LADDER 70 2 EA • I 367973 -60 BOX 6 x6'x4' 71 2 j EA • I 367976-20-3 WEATHER STRIP 7' 72 1 EA • 1 367976 -20 -4 WEATHER STRIP 3' 73 12 EA • 1 367982 -10 TRIM EDGE FOR TELCO BOARD 74 170 SF • I 379902 -88 TILE FLOOR - ARMSTRONG 151836 75 2 EA D22575 COVER 4x4 BLANK 76 2 I EA • 367973 -5 EXTENSION RING FOR 4x4 BOX I 1 I I I , 34 t 35 ' 36 , 2 37 • 1 38 ' 3 39.! 5 0 43 '60 Cr 44 ' 32 45 2 EA 53 3 54 '. 1 r EA • EA EA EA 367999 -34 36796 -5 367952 -22 67954 -' -1 367950 -25 F7 367954-7' .. .'!•r ; • 1 4 0 '5 EA • • 368013 -27 -5 4' • •-. ' '2' . • /;" ran a:•Wr_;_ 41 1 15 EA 358012-7 42 6 EA 36E312-'4 ' 4 61 3 1 EA 357954 -EE • 47 ' 1 r A • 367 - ? 1 48 ' 1 : EA • 367974-35 491 2 EA ' 367974-16-2 SO ! 6 r • 5 4 • FA 2 -2 ' 5.2 EA 357964 -a • • °O'h "•P: .' « 34S'E' VARK 9 VEG 'S 2" " '-TAD E: 2 •: 3: • ' is • . • - •/•• - 72 A 1117AAY b NOTE ITEMS IN MATERIAL UST WITH '. ARE USTED FOR REFERENCE ONLY. ACTUAL AS -BUILT OUANT1I1ES MAY VARY. ry( 1/1/2" fl• Alt :RR/LAT/D i I ( LAYER) L 7c 4 •4 1 EA • ] 64 ] I 1 65 f 192 220 FT I FT J • WT9DE CORNER TRW Wilt WAX DOOR rRANE LH OR RH DOOR S CO MTE MALL DOOR OPENING ,;21430 W21050 W21090 caorIt n..1 • FIBERGLASS BATT CONCRETE ROOF INSULATION R -13 (. LAYER) 2'x4' LUMBER 1/2" ARCH. (1 PIECE) PANELING 2' 0.C. SEE NOTE N5 TRIM AT SEAMS 1312 R=_DE''AIL BRACKET - HAT LUMBER 2 x3'x10' LUMBER 2'x4 xB' iD ' ROUGH OPENING R12 TYp. WALL DETAIL IW. Hh1UUlW1U11UUU1i 1 1/2' THERMAX 4• CONCRETE INSULATION WALL (1 LAYER) 2'x3` LUMBER 1/2' ARCH. (1 PIECE) PANELING 4' 0.C. TRIM AT SEAMS R12 WALL INSULATION DETAIL r.r 1 I/2* MER•IA* WSULA11p1 (1 LAYER) CONCAVE RAU. I I atiour 1•• • v 'C' FINISHED OPENING I J5 T&C PLYWOOD SE:. NOTE 4 r FLOOR TILE / CONCRETE FLOOR NH • W TIDE CORNER TRW 1 1/2' TNER14Ax wAAArDN (' LAYER) WOOD SI,t4 F )Oa DFTAI -1 , ITEM I OTY Om * PART NQ I 022630 ICOVER DESCRIPTION 4x4 DOUBLE DUPLEX RECEPT. 60 1 2 EA • 1 61 i 6 EA • i 022790 RECEPTACLE DUPLEX 20A/125V 62 I 1 EA • 022990 SWITCH, WALL 15A 43 1 14 EA • ,;21430 BRACKET - HAT 64 220 FT • ; W21050 ILUMBER 2 "x3 "x10' 65 192 FT • I W21090 LUMBER 2"x4 "48' (NH) 66 12 EA • I 366200 -19 COVER 2x4 DUPLEX RECEPTACLE 67 20 EA 367954 -23 CLAMP CORNER CABLE LADDER 68 10 EA • I 367954 -26 SPLICE CLAMP CABLE LADDER 69 ' 14 EA • I 367954 -45 -2 HANGER BRACKET CABLE LADDER 70 2 EA • ' 367973 -60 BOX 6 71 2 EA • I 367976 -20 -3 WEATHER STRIP 7' 72 1 I EA • 1 367976 -20 -4 WEATHER STRIP 3' 73 12 EA • I 367982 -10 TRIM EDGE FOR TELCO BOARD 74 170 SF 1 • I 379902 -88 TILE FLOOR - ARMSTRONG X51836 75 2 EA • I 022575 COVER 4x4 BLANK 76 2 EA • I 367973 -5 EXTENSION RING FOR 4x4 BOX 1 1 PERSONS DESp•NCN DAIS AC - APPROVAL ISSUE i 7/2/90 AC A I APPROVAL REISSUE ! 7/11/90 APPROVED J. MULDER C8, 5KW ERMOSTAT M200-1021 ORS ,T10N) NOTE: ITEMS IN MATERIAL UST WITH ": ARE USTED FOR REFERENCE ONLY. ACTUAL AS -BUILT QUANTITIES MAY VARY. 'A' DOOR OPENING 2 "x4" LUMBER 1/2" ARCH. ((1 O PIECE) . C . PANELING 2' SEE NOTE #5 TRIM AT SEAMS 112 ?O^f DZAI 'B' ROUGH OPENING R12 TYP. WALL DETAIL FIBERGLASS BATT CONCRETE ROOF INSULATION R -13 (1 LAYER) 1 1/2" THERMAX 4" CONCRETE INSULATION WALL (1 LAYER) 1/2" ARCH. 1 PIECE) PANELING 4 O.C. TRIM AT SEAMS R12 WALL INSULATION DETAIL CONCRETE MAIL r - "I -- . aT510( MANOR rar 1 f8" T&G PLYWOOD SE:. NOTE 4 CONCRETE FLOOR 'C' FINISHED OPENING r FLOOR TILE 11/2 THE/WAX •1 AAA 1101 t' LAYER) ' - . • • i•: • w00'3 9J9 F' .00P DETAU NOTES: 1. FASTEN STUDS TO WALLS WITH RAMSET NAILS. USE TAPCONS IF WITHIN 6" OF ANY OPENING. DO NOT USE RA $ET ON CEILING. 2. TOENAIL CEIUNG STUDS TO TOP OF WALL STUDS AND FASTEN AT CENTER WITH CUP ANGLES. CEIUNG STUDS WILL TRAVERSE THE BUILDING NADTH. 3. REFER TO BILL OF MATERIALS FOR QUANTITIES. 4. PLYWOOD SUBFLOOR : USE 2" RAMSET NAILS AT 2' -0" 0.C. AT PERIMETER AND CENTER OF EACH PLYWOOD SHEET. RAMSETS SHOULD ONLY BE USED IN THE CENTER OF THE FLOOR RIBS. THE FLOOR RIBS CAN BE LOCATED BY THE SIDE WALL CONNECTION PLATE LOCATIONS. IF PLYWOOD EDGES FALL BETWEEN FLOOR RIBS, USE 2 1/4" FLATHEAD TAPCONS AT 2' -0" 0.C. UI FlLL Tp PAM � ,�q MA1� 5. USE PANEL ADHESIVE ON AU. CEILING STUDS. US� 1hQ5Ff NALS OR STAPLES �7� (TS. OF 1' -0" CENTERS TO HOLD PANELING TO STUDS AT TRIM MOWING. ❑ 4'x4" JUNCTION BOX M3 20.1 125V SINGLE RECEPT, IN A 4'x4" BOX 20A 125V DUPLEX RECEPT. IN A 4 "x4" BOX 20A 125V DOUBLE DUPLEX RECEPT. IN A 4 "x4" BOX 20A 250V SINGLE RECEPT. IN A 4 "x4" BOX 20A 125V SINGLE RECEPT. IN A 2"x4" BOX ••••• ••••111 • N.•a'• . • :•••••••• ♦ •w.• •"••r • 1•f I M SYMBOL LEGEND i•1 20A 125V DUPLEX RECEPT, IN A 2"x4" BOX 2"x4" JUNCTION BOX ❑ 15A 125V LIGHT SWITCH IN A 4"x4" BOX 2 -15A 125V LIGHT SWITCHES IN A 4"x4" BOX 1] 15A 125V LIGHT SWITCH IN A 2"x4" BOX 0 HINGE COVER BOX (HINGE TO LEFT IS SHOWN) F m A C Cf 6/29/90 RECEIVED CITY OF TUKWILA APR 1 4 1 9i PERMIT CENTER APPROVAL DRAWING 1 APPROVED AS DRAWN ( n - APPROVED AS NOTED • RE-ISSUE NOT APPROVED REQUIRED :ATE RETURN ONE SIGNED COPY NOTE: SHELTER DELIVERY SCHED;;LE I5 DETERMINED DT THE DATE OF RECEIPT OF APPROVAL DRAWINGS AN© ."7.17.!. w , CE4 7 /2 /3D , BILL OF U;,TER!,aL YcCAW � ��/ . p ,: • ti' :A T!ONS A ..E.w ODn•ORA104 ix •••••• W A•4141, EXTERIOR DIMENSIONS LENGTH: 24' -0" WIDTH: 8' -0" HEIGHT: 9' -11" INTERIOR DIMENSIONS LENGTH: 23' -0" WIDTH: 7' -0" HEIGHT: 8' -5" INSULATION CEILING: R -12 • WALLS: R - 12 FLOOR: SUBFLOOR w/TILE 3070 DOOR -s , TIE WRAP FLEX CONNECTOR TO FLEX CONDUIT (TYP) • RECT 1 • 2 (r 4') (t 4 ") TYP (3) 'LACES (3E REFER TO SHEET 3 FOR WIRING PIGTAIL REOUIRMENTS • BLANCK PLATES INSTALLED AT —' ALL A,8, & C LOCATIONS. WAVEGU DE ENTRY PLATE :N PACKUP • SHALL BE INSTALLED AT SITE CUSTOMER. LOCATI RECT 3 ILOCA. • / / / / / / / / / i / / / / / / / /// ,. ON O) HMI .1 1R1 E s 3/8' THREADED ROD LOCK WASHER ///74/ //// Nil/ / / / / / / / / /i/ j CABLE LADDER CEILING SUPPORT BRACKET 0 W CZ 0 N 2 1/2" PVC - 24" x 48' TELCO BOARD w EDGE TRIM POWER ENTRY GRND. PENETRATION 3/4" PVC 36" 33' 18" 3 PC. PLASTIC BUSHING w /CONNECTOR 81 3 PC. PLASTIC BUSHING W /CONNECTOR 1 1/2' 60' 39 ■N7,.. 'ea ..•••.1..r Sa6wtM... i1.11 .M•, .• wn. c'),... Y.� .• N. •�1 .� MIt. • M ..n.lW x,.1 1. .•1 *.`., ly, • 2Y • 17 Ci7®®® s nn 1/2 •7r.. Ito r ; N u / J— -- Dn 0 �' 63 35 U II 0 0 0 - 3070 DOOR i • 8 5 rn 1 >s> (t TIE WRAP FLEX CONNECTOR TO FLEX CONDUIT (TYP) 25' 4') RECT 1 & 2 22' 13' 30' (t 4 ") !LOCATION 'A" 1 'oT ®® RECT 3,4 acs REFER TO SHEET 3 FOR WIRING PIGTAIL REOUIRMENTS 1/4' PVC 3 PC. PLASTIC BUSHING W /CONNECTOR 81 33' 72' 108' 132" 3 PC. PLASTIC BUSHING W /CONNECTOR 1 1/2' 60' 108" F1 3/4' TYP (3) ':.ACES BLANCK PLATES INSTALLED AT ALL A.8, & C LOCAncNS. WAVEGU'DE ENTRY PLAN IN PACKUP SHALL BE INSTALLED AT SITE BY CUSTOMER. NT. AC AC A OCSCR,TI■1 APPROVAL ISSUE APPROVAL REISSUE O�TE AM/MVO 7/2/90 J. AIULDER 7/11/90 rWtJ --- 72' 39 41' 39' 33' ��— 82 \GO ' 6' LONG CABLE LADDER LEG `` 1 ! � I (LOCATION "C'; : O 30' , r•-•• ' Yi' FINISHED OPENING 'C' TYP (3) PLACES .ra, '.••• sow,. W .. ••IMI •• W PM'I •' •• • G'•••■••• N • M. , ._ — • - VW' • M a , ••• • r W .•"•■••.•• •.••1 1. ". 1 ^-••• ••••• • .w • I...,1 •r w+.••••..I • W + .� • . ....• r •'1 ...... •• 61' FULL PIECE (2,./ Al (2 EACH) 61 (1 EA) I I FULL PECE (116 1/2') 01 (1 EACH) 46' 1 25 1/2" El (1 EA) I I /— F1 (1 EA) 51' 82 (1 EA) CABLE LADDER CUT DETAILS 91 1/2' TO BOTTOM OF •••• +: CABLE .ADDER (TYP.) A, CNCPL 5/05/9 ^. 'Saban at APPROVAL DRAWING APPROVED r APPROV .ED AS NOTED • 9E-ISSUE: 7. NOT APPROVED REOUIR.D RETURN ONE ..:GNED COPY NOTE. SHELTER DELIVERY SCHED,LEIS D°'ER;•'tiED 9Y -HE DATE OF RECEIPT OF APPROVAL DRAWINGS • it RECEIVED CITY OF TUKWILA A'k 1 4 1992 PERMIT CENTER •r0ITV COIPO AMN ANDREW_ r - ,:• .,,.00 7/2/7.` ...� :.DUI ?VNT LAYOUT 6/25/ ."= McCAV! CC•'• "� UNICATIONS . .t 0 r J NTERSTATE 1 OMPANY SHEET INDEX PROPERTY OWNER JOHN & SUSAN . LEE . C/O SMY INTERNATIONAL, INC. 1130 ANDOVER PARK E. • TUKWILA, WASHINGTON 98188 BUILDI . OWNER AND LAND TENANT INTERSTATE` MOBILEPHONE. COMPANY 617:' EASTLAKE AVENUE EAST SEATTLE,' WASHINGTON 98109 JOE KIRSTEN (206) 389 -5292 SITE ADDRESS 15426 .35TH AVE SO: TUKWILA, WASHINGTON 98188 EXISTING `ZONE CLASSIFICATION C2 REGIONAL 'COMMERCIAL ACREAGE ` ITHIN PROPERTY- BOUNDARIES APPROXIMATELY 4.28 ACRES (PARCELS -1$,' &, 19) drawn SHEET NUM ®ER TITLE 1 TITLE, INDEX AND MAP 2 VICINITY AND LOCATION MAPS 3 SITE PLAN AND TOWER ELEVATIONS VAULT FOUNDATION AND FENCE DETAILS AREA Wm- IN LEASE SITE 988.18 SQUARE FEET PROPOSED METHOD OF SEWAGE DISPOSAL ■/A WATER DISTRICT WATER DISTRICT NO 125 - VAL7VISE SEWER DISTRICT VAL -vu.- ` DISTRICT FIRE DISTRICT TUKWILA 'FIRE DISTRICT SCHOOL ; .D(STRICT • SOUTH CENTRAL SCHOOL DISTRICT ROWER ' COMPANY SEATTLE CITY LIGHT PROJECT . DESCRIPTiOP±,1 CONSTRUCT; c0MMUNICATIQN$ .FACILITY TO INVOLVE INSTALLATION OF 60' TAL°•POLE WITH AIV.TENNAS • AND 8' x 24' UNMANNED EQUIPMENT SHELTER. Tacoma Seattle FILE COPY 1 1 understand that ti:e Plan Check approdals are subject to errors and omissions and approval of plans does not authorize the Oblation of any, adopte' co••` or ordinance. Receipt of 'con- tractor' c `v plans acknoWledged. Date —Gj nn Permit No. - l �J° P 4 CITY OF TtiK' dILA APPROVED JiiL • ' fb,Z9 =t tavL SCt;y Divis10N RECEIVED riry n+= TUKINIIA - . A1'I1'14 . - Bellevue ere �� a+es®cw esemesm IIIIIjiiiiitiIlijjl illitilllilljilililirjljpljllpliplifll' Ppiiijjjliiilijipiilijilii 'Iijil jliTililililillllj'IIIIiIj I+ f tiljllr lllll} IIIIIj llllllljll1IIIIjIIIIIIIjlIIlllijIIIlilij 0 te TNS 01 1 2 " 3 4 5 6 7 8 9 t 10 11 w«.x 12 ' NOTE: - if - the microfilmed document is less clear than this notice, it is due to the quality of the original document. 0£ 6 8 LZ 9Z S 7Z CZ ZZ tZ OZ et 91 L 9t St 91 El Zl 11 01, 6 9 L 9 S 7 C Z I .w jlu1huilnnhiiililiihilildilliliiiiliilmuJ1111 irlhlWa I111, inij�ui6l, Iijnlhri1ullililU UUbnilnuluu1luibui1oiill !u1niilunijlidnii�nnln 111 i 1111ll11111 iiu1161ii nnnlini1ur111111L iiili011111iliiu11n1i1iliiii1111111j • 0 TO BURIEN 110■0 • 1 •MmekietraYsOMIOLOPtIrr 152N0 _ST 2 154TH 4viUT Kramer, Chin & Mayo, Inc. 1917 First Avenue v ,L,L Seattle, Washington 98101 10110 • 1011~0.00119IW OMalaW0SW•laW~MeraarNaw VICINITY MAP 1" =500' 1M0/111.1111111111 • 11 M 130 . 0 .1110.11NMMINIIR111... SEE designed by Ob„08 .7.4. date 4/13/92 drawr Df<p, scale checked by DOG AS NOTED approved by RIVERTON HEIGHTS CELL SITE LOCATION 7 A A i o, ,4ti■if' ILigoinmalaMINM11114•11111101111;1101211101.01. [ revisions TO SEATTLE orcantasufteamod.~~~4010■•••,.Wel#1,6 •■•■••11..1. TO TACOMA TO RENTON SOUTHCENTER 405 , OUNeaprwa,...nerrMat..groameoxsecSatom tA z 1 1 30' S 154TH ST. N 8817'54" W 1-1 1.09 0)1 152ND ST. 4 4a. NORTH OF HWY R,"' FENCE E SET & CAP, 1.7' E TH S 88'24'46" E 1069.88' S 156TH ST. (VACATED) MON & CASE (TYP) amELLEGALDEscatenos LOT 18 AND 19, BLOCK 5, THIRD ADDITION TO ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF •PLATS, PAGE 17, RECORDS OF KING COUNTY, WA.; EXCEPT THOSE PORTIONS CONVEYED TO THE STATE OF WASHINGTON FOR HIGHWAY PURPOSES BY DEEDS RECORDED UNDER RECORDING NOS. 5117509 AND e549126. tEgia.....ABLILBQUILDABLEX&EttIEM" BEGINNING AT THE NE CORNER OF LOT 16, THIRD ADDITION TO ADAMS HOME' TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF pLArs, PAGE 17 RECORDS OF KING COUNTY, WA. THENCE S 00 54' 04" W A DISTANCE OF 21725' TO THE TRUE POINT or BEGINNING, THEN N 89' 05' 56" W A DISTANCE OF MO', THEN S' 00 54' W A DISTANCE OF 33.57' THEN S 72 01' 34* E A DISTANCE OF 27.33' THEN N 00' 54' oe E A DISTANCE OF 42' TO THE TRUE POINT OF BEGINNING. INTERSTATE IOBILEPHONE COMPANY , - „ , EXPIFEF.8 , . iwitimuippluituliwpilpirpuiliipirppit rp[iiiiiilittillmi iiiiillwili ilip 11111 Iiiiiiiiiiiiiiii uttili-il wrouiriiiiIIIIIIIIIIIIIIIIII111111iiiiiiiii ..,,,4 • - , 4,40.; ...„,,,..:,:„...,-. ,,,,...,!„......„.. . .....;:,-, ., •••-. .•f. ,,,,•:.-. ',,..:, ., ,,, ,,,,,,....?,,,, :,-..d.• ...,,.: L,-,r., q „..-7,. .::„,-...„..--,,,,••-..,,,,,:,„ ..... ..L, • ..... •• •• • • , . c•- • • ." v, :-4. ...,•4-,-- . ) !`)".A- "•-' , i! j - 7::: .! • ,-':"A-.;.,7i...,,,,, -, , , ; ,, ',' , 5" .,, e1: . 4 le. 4.. •...,., ..,,.? ...,, ,..,- 0 VS THS INCH 1 2 3 5 6 7 8 9 10 11 "413""""( 12 • NOTE: if the microfilMed document is leas clear than this notice, it is due to the quality of the original document. 06 6Z 8C /2 9Z C.3Z 4 7Z CZ ZZ Le OZ 6t Eh 11 91 s IA EL Z L LI 0L 6 8 L 1 9 G 4 7 C Z I. P 4,4 0 1 i Mh1116,1111hlklindmihM166111HIIIH111116111111thlithhIllullimilMJIPAHkHadAIIIIWAIIIIIIIIIIIII1111011111.01111,11110WHOWIH01101111141111HIIIIMIHAIIIIIIIIIHAAIIIIIHAIIIIHnl ..„ :. . . • . , .• :. , , . ., .• . .: , • I r ..... ••• ON Ow 614... SET REBAR & CAP IN ASPHALT SET REBAR & CAP, - 0.65' NORTH OF HWY R/W FENCE LINE BEARING Li S 0`54'23" W L2 S 88*24'46 E L3 S 73'59'46" E L4 S 73'59'46" E L5 N 160014" E L6 5 63'44'31' E L7 9 72'01'34" E L8 S 0'54'07" W L9 S 63'4437" E L10 S 72'01'34" E Lii N 0'54'04" E. L12 N 88'17'54" W 1.13 N 8821'20 W t6 odour.. •••■■•■.• N 88:11'03" Vi NW 1/4, SW 1/4, SEC. 22, TWN. 23N, RGE. 4E, W.M. KING COUNTY, WASHINGTON S 8617'54" E Ex1STiNG AJAX PARKIN( ; LOT SITE ACCESS 1" =200' 1.4 DISTANCE 84.56 245.97 53.90 189.50 240.00 55.13 12 .10 157.22 196.96 71.10 259.25 245.97 245.97 2645.10' 4.7 S 88'38'31" E 2636.04' SITE LOCATION MAP •••••• 01.1.410.1111•1111{. SET REBAR & CAP, 0.7' SOUTH OF 2" IRON PIPE, 0.5' WEST OF CHAIN FENCE EXIST 2" DIA FENCE POST ON NORTH/SOUTH FENCE LINE (ACCEPTED), 0.25' NORTH OF HWY R/W FENCE 5418 S 160TH ST. • .40 N 881754" W 1266.86' 8E57 - RIVERTON HEIGHTS CELL srrE VICINITY AND LOCATION MAPS S 88'24'46" E 1264.79' • 1. ALL MATERIALS AND WORKMANSHIP SHALL ON ALL CFORM TO THE DRAWINGS • AND SPECIFICATIONS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS, AU,. • DISCREPANCIES SHALL BE CALLED TO THE ATTENTION oF THE ARCHITECT/ENGINEER AND 8E RESOLVED BEFORE PROCEEDING WITH THE WORK. 3. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONOITIONS'IS GWE'N AS THE BST PRESENT KNOWLEDGE OUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWING'S THEY SHALL BE REPORTED TO, THE ARCHITECT/ENGINEER SO THAT THE PROPER _REVISIONS „PAI4 BE lobe. MODIFICATIONS OF DETAILS OF CONSTRUCTION SHALL NOT kt WITHOUT WRITTEN APPROVAL OF THE ARCHITECT/ENGINEER: 4. CONTRACTOR SHALL REVIEW AND OE FAMIUAR wrricvt CONDlitNS. AS SHOWN ON THE ATTACHED TOPO/BOUNDARY SAVE( MAR. 5, ALL BACKFILL EMBANKMENTS SHALL BE SLOPED 1,5 HORIZONTAL TO • • • • 1.5 VERTICAL. RE0Elvea- ciri OF TuKWILA APR 14.1492 PERMI ' CENTER '" d 3 .1 4 • ezz 30' : pp • date 4/13/92 designed by DjB drawn by DKD scale AS NOTED checked by DDG approved by 0 Cs4 e) 0 0 tf) L N tri 312 REBAR & CAP (TYP) ALP 9209—N ANTE.NNAS 4 EACH (AZIMUTH 235) EQUIPMENT VAULT EAST ELEVATION Kramer, Chin & Mayo, Inc. 1917 First Avenue Seattfe, Washington 98101 37 S 0'54'07" W 157.22' t.1 \ CB C8 EQUIPMENT VAULT 259.25' / N '54'O4 EDGE OF PAVEMENT' - PARKING STALLS 1 –310 ASPHALT PAVEMENT / SITE 2 31 EXISTING TREES .51'1 MR. -310 &,./. Co' BM ALP 9209—N ANTENNAS 4 EACH (AZIMUTH 235") taw. EQUIPMENT VAULT ' g.D . 2 1 4 C-LO/11_9(1 1 2 le THS 'NCH : ov• 1 .4 rp 0 - „,, • , - ••.) • ' 4, 00" SEE DETAIL 60' METAL POLE k es, r fir NORTH ELEVATION rovt5ions . EXISTING MAPLE TREES SOUTH OF SR 518 ----- EXISTING TREES 1 2 3 4 5 6 7 8 .._ __ . . .. ..... . .,.. NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the priginal document. I NTERSTA PARKING STALLS (CON T) LEASED S1TE AREA OMPAW FOR F NCE DETAILS SEE 60' METAL ANTENNA POLE — PARKING STALLS (CONT) DETAIL 1=10' SITE BM PK 'P' 308.85 4' GATE OBLEPHONE 4 -, •-•";'.• , "4'. •• : • - . .... , .• • c` s ■• 4 - -, =•-•. --!-,: : ,,, . - : aiz f !' .-.. -: : q ' . e ..ti ;•.. e. -- `,....• 1111 9 i 10 11 MADE IN GERMANY 12 41, 0€ 6Z 8Z L 9E Z f7Z CZ ZZ o 61. 8t LI 91 St 4 7l CI ZI LI 01, 6 8 L, 9 V C L $‘ Q I MIIIIIIIIIIIIIIIIIIIHIIIII I IIIIIH 111111111111111111111 ffilltilliiilliallilldliniBilhifil l nlidffillI11161111,111111111111 1 111611111111111111161111 1 1J11111111111IIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIH111 1 ,11611 1 ,1111110111111,4 1 ■11111111111111111111111111111111 • - • • • 24' .310 emoras••••••teraunsuaamarmourae•wooserJaisaramedhi 4 .g..• A 4 • / . - 4'c , EQUIPMENT' v VAULT • 4 • A 4 4 • V • 4444 4 V a • to 4. ° 4, • 4 4 4 4 4 4 4 4 4 • p.4 • 4 a I A 4 4 MERIDIAN – KCAS 1.11....11■•■••■•••■•■•••••.••••■ FOR COMPLETE HORIZONTAL CONTROL INFORMATION, SEE RECORD OF SURVEY. 42' VERTICAL DATUM – VAL VUE SEWER DISTRICT, M/H #7-10, I.E. (OUT). ELEV = 279.80' SITE 8.M. – TOP OF 2.30' HIGH BASE FOR. NORTH 16 DIAMETER SIGN POST, 140' .4- /– WEST OF SITE. ELEV = 315.05' SITE B.M. – PK NAIL IN ASPHALTED SURFACE, 45° NORTH LAND 32' WEST OF SOUTHEAST PROPERTY CORNER (2" DIAMETER FENCE POST). ELEV = 308.85' --• 4,1•■••••••••••••••.■•••••■•••■•••■• CRUSHED SURFACING ••••••••■•••••A4.44.•••••••••.* ADD VERTICAL SLATS A DISTANCE OF 42 FEET ON THE EAST SIDE AND 26 F. ON THE SOUTH SIDE OF THE EXISTING FENCE: • TO MATCH THE NEW FENCE. 2" DIA FENCE POST STUMP • . . . ..w.......................... , . .. .......11•14■1..../.4........ . . ..........••■■••■■■•••••••■/ .LE.Q.END Vrowrsyssons••••7•41••••••••earAJ-~•••■• SE57 RIVEFTTON HE.041 C:ELL. 81"M • SITE PLAN AND TOWER ELEVATION CATCH • BASIN • C (") n C. • V • NEW FE14CE )(. FENCE EX. CONTOUR LINE • . „ RE.CEIVED CITY OF. TUKWILA 4 1 4 1$92 PEFMAI• .> • sh eet n 4 4 • • 74 • • . : ; • , ' „. , • f ' , 4400 , 10.41L it tiii, 0 0 0 4 0 CO • 12 " TYP r o " FOUNDATION PLAN 3 STRANDS GALV. 4 POINT BARBED WIRE ------- ---- GALV WOVEN FABRIC W/ POSTS @ 8' -0" MAX, SEE NOTE 5 BRACE AS REQUIRED GATE & CORNERS FABRIC TO TOUCH GROUND BETWEEN POSTS 1 /2" CROWN -- • ---- -- - -_ CONCRETE FOOTING NO SCALE • .I r '' -O" 0 TYP. 1'--4" �II CORNER & GATE POSTS FENCE DETAIL 24' --U" �.--~ GALV ANCHOR PLATE PER CONCRETE SHELTER MFR ----- 4" CRUSHED SURFACING Kramer, Chen & Maya, Inc. 1917 First Avenue Seattle, Washington 98101 EQUIPMENT VAULT SIDE .=1.....o.1 CONCRETE SHELTER BY MFR FINISH GRADE ---.� 2- #5 T &B CONT W/ #3 x tI TIES 18" OC. FOR REINF t CORNER SEE SECTION 1 " =1, - 0" 1. METAL ANTENNA POLE FOUNDATION DETAILS BY OTHERS. 2. ALL METHODS AND MATERIALS SHALL CONFORM TO DIVISIONS 2, 3, 6, AND 9 OF WSDOT /APWA 1991 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION AS FOLLOWS: A. CONCRETE SHALL BE CLASS 3000 (3000 PSI STRENGTH AT 28 DAYS) PER 6-- 02.3(1). B. REINFORCING SHALL BE GRADE 60 DEFORMED PER 9 -07.2; SIZE AS CALL FOR ON THE DRAWINGS. C. ANCHORS EXPANSION ANCHORS SHALL BE STAINLESS STEEL 5/8" DIAMETER ASTM 59 3, TYPE 304. 3. DESIGN LIVE LOADS ARE AS FOLLOWS: A. WIND --- SUBJECT TO HEIGHT AND SHAPE RESTRICTIONS; 80 MPH EXPOSURE C; UNIFORM BUILDING CODE 1991. B. SEISMIC - ZONE 3; UNIFORM BUILDING CODE, 1991. 4. CRUSHED SURFACING CRUSHED SURFACING SHALL BE MANUFACTURED FROM LEDGE ROCK, TALUS, OR GRAVEL IN ACCORDANCE WITH THE PROVISIONS OF SECTION 3-01. THE MATERIALS SHALL BE UNIFORM IN QUALITY AND SUBSTANTIALLY FREE FROM WOOD, ROOTS, BARK AND OTHER EXTRANEOUS MATERIAL AND SHALL MEET THE FOLLOWING REQUIREMENTS: dote des ned c:v Cl Dj4 4/13/92 drown by scale the ,ed t F 4 approved by 1 1/2" CLEAR if ANCHOR PLATE (GALV) PER SHELTER MFR STAINLESS STEEL BOLTS BY SHELTER MFR 4" CRUSHED SURFACING OVER VEGETATION o 9ARRIER ---- 2- 5/8" DIA x4" MIN EMBED STAINLESS STEEL EXPANSION ANCHORS UNDISTURBED NATIVE MATERIAL --e2 :; gi aX„'A• - _. . ...., __... 4 �J. T 0 16 THS INCH 1 2 3 4 i revisions STAIR BY OTHERS ' 4" THICK CONC SLAB W/ WWF 6x6 -- W1.4 x1.4, LOCATE UNDER DOOR.. GENERAL NOTES 4" CRUSHED SURFACING DEWITT NO. 5 VEGETATION BARRIER OR APPROVE EQUAL, TYP UNDER CRUSHED SURFACING CRUSHED SURFACING OF THE VARIOUS CLASSES SHALL MEET THE FOLLOWING REQUIREMENTS FOR GRADING AND QUALITY WHEN PLACED IN HAULING VEHICLES FOR DELIVERY TO THE SITE, OR DURING MANUFACTURE AND PLACEMENT INTO A TEMPORARY STOCKPILE. GRADATION 5. CHAIN LINK FENCE 1-1/4" SQUARE 5/8" SQUARE 1/4" SQUARE U.S. No. 40 U.S. No. 200 FRACTURE SAND EQUIVALENT SL r ig' /FT r 1111111111111 1111111111111111111111111111111 1111111lIIIIII1! r11 1 'II IIIII I IIII I II I !III I III!IIII It1II1fr 5 _ 6 7 8 1 N'1B: • If the microfilmed document is less clear than this notice it is due to the quality of the Original document. 4" CRUSHED SURFACING UNDER SLAB SECTION PERCENT PASSING 100 55-75 8-24 10.0 MAX 75 MIN 40 MIN ALL PERCENTAGES ARE BY WEIGHT. THE FRACTURE REQUIREMENT SHALL BE AT LEAST ONE FRACTURED FACE AND WILL APPLY TO MATERIAL RETAINED ON EACH SIEVE SIZE U.S. No. 10 AND ABOVE IF THAT SIEVE RETAINS MORE THAN 5 PERCENT OF THE TOTAL SAMPLE. THE PORTION OF THE CRUSHED SURFACING RETAINED ON A 1/4 INCH SQUARE SIEVE SHALL NOT CONTAIN MORE THAN 0.15 PERCENT WOOD WASTE. GALVANIZED STEEL WITH NO. 9 GAGE FABRIC. FRAMEWORK TO BE OF ROUND GALVANIZED PIPE WITH A TOP RAIL. PROVIDE GATE STOPS AND LOCKING DEVICE. FABRIC AND FRAMEWORK ARE GALVANIZED STEEL AS SUPPLIED BY ANCHOR FENCE CO. OR EQUAL. INTERSTATE OBILEPHONE OMPANY . .F::•. :' %w" ...ajip�ti Rv". : v rR'J i'.'r•Jr.'t .+K J/1�. +. .. -Y W11 1111111111111111i111111111 9 1 V 11 MAGEINGERMAHY 12 1 Oc 6Z 8G LZ 9Z SZ +iZ EZ ZZ lZ O? 61. 81 Lt 9l St %'t £l Zl tt 01, 68 L9 S 7 £ Z t ww Q (llllillll I{ Ilifl; llllll611111illlllllifi► IIIIIII1i1111111166; i! IU11111111116!11111li11111;I11i111l 111111 :11U116IIIIIII!illllllill Iii; 1111111!# IIIfIllilllllJ111il111111IIi ;I!IIII!;ill1; 111► IIIIIIiIII! 1111011IIIIillli ;ll1l;tll111 ►1llllli! 11111 ;111;1111111iillllll11111111I REINFORCEMENT AT FOUNDATION CORNER NO SCALE `"---• #4 HORIZ REINFORCEMENT �IVN i>)" `' 1 s ) , U t 9E57 - RIVERTON HEIGHTS CELL.. SITE VAULT FOUNDATION AND FENCE DETAILS 4P/ r ukwi hvvr j = $ i M _x �. i?F.: �!.?FT��4�,_ •f `�T -. S � ... * { ! 1. AT TECHNIQUES AND METHODS USfl1) DURING CONSTRUCTION OF THE LANDSCAPE POR'T'ION OF THIS PROJECT SHALL BE OF FIRST QUALITY AS COMPARED TO THE STANDARDS OF THE INL)t1STRY AND ALL ASPECTS OF THIS STORK MAY L3I' SUBJECT TO THE REVIEW AND APPROVAL OF THE LANDSCAPE ARCHITECT. ALL SHRUB AREAS SHALL_, HAVE A MINIMUM OF 6" OF NEW TOP SOIL, INCORPOR— ATED INTO T:IE EXISTING G SOIL. THESE PLANTING ARiA'3 SHALL HAVE THEIR V£: AS �ri..IR FINAL SURFACING A 2" LAYER OF "GROCO" , "S'1'F.ERCO" , "CEDAR GROVE COMPOST" OR O'f1!ER SIMILAR APPROVED LANDSCAPE MULCH TYPE . PRODUCT . 3. THE NEW TOP SOIL THAT IS USED ON THIS PROJECT SI'.T•,LL BE A GOOD CLEAN FRIABLE SANDY LOAM TYPE SOIL FREE OF WEEDS, WEED SLEDS AND OTHER DELETERIOUS MA`.'ERIAL,. THIS TOP SOIL SHALL Big THOROUGHLY I:OTOTILLEL) INTO THE TOP 8" OF SOIL ( INCLUDING THE NEW SOII1) TO ELIMINATE POSSIBLE "LAYERING ". DURING THIS OPERATION, THE CONTRACTOR SHAI.,L REMOVE ALL STICKS, ROCKS A'i11: OTHER 1).';I3:'.TS LARGER.. 'I'HAN 1" IN ANY DIMENSION AND SHALL, DISPOSE OF THIS MATERIAL OFF SITE :. 4. Ti'i.: "SPECIAL PLANTING NIX" (AS CAI,Lt i) FOR iN THE TRl:1': STAKING DETAILS) SHALL, BE A THREE-WAY—MIX COMPOSED) OF' EQUAL PARTS: NL:t' TOP SOIL-,; COMPOS— TED FINE BARK MULCH OR SAWDUST, AND; COMPOSTED CO I'; MANURE OR APPRO— PRIATE SUBSTITUTE. 5. t•;f-il::i'1 PLANTING THE TREES Ai'ii) SHRUi3S, A TABLET SLOW RELEASE TYPE FERTIL— IZER SHALL., BE PLACED IN THE PLANTING HOLES AT THE RATE AS RECOMMENDIEI) BY THE MANUFACTURER. THIS FERTILIZER SHALL BE AS MANUFACTURED BY "AGRO" OR OTHER SIMII.LAR APPROVED PRODUCT BRAND. 6. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING HIS CONSTRUC -- t'IOI? DEBRIS TO A MINIMUM WHILE W;OI:i(TNG AND SHALL CLEAN UP THE ENTIRE SITI :: PRIOR TO THE FINAL INSPECTION. THIS WORK SHALE TAKE THE FORM OF; PICKING UP ALL DEBRIS AND SWEEPING AND PRESSURE STASHING ALL HART.) SURFACED AREAS. ETC., AS NECESSARY TO AFFECT A FIRST CLASS APPEARANCE, 7. THE LANDSCAPE CONTRACTOR SIiALL I ?'s; RESPONSIBLE FOR THE MAINTENANCE OF THE LANDSCAPE PORTION OF THIS PROJECT DURING CONSTRUCTION AND FOR A MINIMUM OF 30 DAYS AFTER FINAL ACCEP'T'ANCE. THIS t!ORK SHALL TAKE THE FORM OF WEEDING AND Ai.1f PRUNING NECESSARY TO MAINTAIN THE LANDSCAPING IN FIRST CLASS ORDER. 8. ALL PLANT MATERIAL SHALL BE IN GOOD GROWING CONDITION AT THE 'TltIE OF PLANTING AND SHALL., BE GUARANTEED FOR ONE FULL YEAR OR UNTIL THE NEXT SPRING SEASON (WHICHEVER TIM•SE PERIOD IS LONGER) AFTER THE FINAL ACCEPTANCE. ANY REPLACEMENT PLANP MATERIAL REQUIRED SHALL, BE EXACTLY THh SAt'IE AS ORIGINALLY SPECIFIEi) AS TO TYPE AND SIZE. ' "HE COiITRAC?'OR SHALL TAKE NOTE OF THE FACT THAT THIS IS A LANDSCAPE DEVELOPMENT PROJECT THAT IS OCCURRING AT A CELL SITE THAT IS BEING CONSTRUCTED IN A CORNER OF AN EXISTING PARKING LOT AND THERE APT ALREADY A NUMBER OF TREES AND OTHER PLANT MATERIAL TYPES GROWING HERE. SOME OF THESE PLANT MATERIALS ARE TO BE SAVED AND SOME OF THEM ARE TO BE REMOVED AS NOTED IN THE PLAN AFTER THE t'Ei:'') ANU.ST;)MP REMOVAL OPERATIONS, THE CONTRACTOR SHALL HAKE TWO APPLICATIONS OF A NON — SELECTIVE WEED KIi,LER AND THEN WAIT AN APPROPRIATE LENGTH OF TIME (AS RECOMMENDED BY THE MANUFACTURE) PRIOR TO ANY NEW PLANT INSTALLATION WORK. (-,�• I1� b Ili 41. y N. 41,1 o f ,; y eti I '�_P1U�' f= — c yY Y � I ,,l Y� I3' \V. t :+ - . J a(zrq'0',�N, ura�a$ S7hK (31 i 1'/ {/ ay1 � I _ � i a > V x � Jl 1 v.:. � ._-_. _ ._ r �- / ' � '.--� GhEA7l_ 1, _ WA i.INNC, v6iN i I \ iutt � ( er ror u. i •••.-.- 4;zxl[�_clNLAVADX =7fM ( • i D ' PwINIIHA P17. 70, Fh21:1 _. rf1a2.1.21:4i ltin7{U _____C • 111) . t1 I - l r`.��, /�i.N.._�1_Ji� _... _• - _ _ �._.__.__.._ -. � ✓��61i ✓iJ�} _ 1.lJG�� 1 • •t; 4 SYMBOL tc - i} 1 . 1. - flies . � . hO sttt � .. A. COPINON /3OdA ?:ICAL NAME DEO ?)AR CT'.DAR /CEi)RUS DEODAEA !'I=';' :2 RED. CEDAR/ JU ' : ?L :: S SCOPULORUM ST. JO: NSWOR /HYPERICUM CALL CYN UN I .:Ii` ?�'II: N;'iC;:; ARCTOSTAi:'fiYI.,05 ti:J4i •vEST ti PAVED eAetiesiN4 itart 3 8 -1G' 1 `5 6' 4 " P OT — 4 "POT B&B BLUE -- BUTTERFLY DAY PIO 4 (T w y. k, ROBERT FROST at QNTY. MIN.SIZE CONDITION REMARKS B&B HATCHED PLANT AT 1'Q "O.C. PLANT AT L V ; 1 IT IS BLUE- BUTTERFLY DAY HERE IN SPRING, AND WITH THESE SKY-- FLAKES DOWN IN FLURRY ON FLURRY THERE IS MORE UNMIXED COLOR ON THE WING THAN FLOWERS WILL SHOW FOR DAYS UNLESS THEY HURRY. BUT THESE ARE FLOWERS THAT FLY AND ALL BUT SING: AND NOW FROM HAVING RIDDEv OJT DESIRE THEY LIE CLOSED OVER IN THE WIND AND CLING WHERE WHEELS HAVE FRESHLY SLICED THE APRIL MIRE. qiifark VAT/0 ►,. I . ; 1 . 11 ; V 10 0. - 29ratt, �i JUN23 1992 &rY PLANNING DEPT. n III III ti VIZ 4 APO ON X ?Mid Cr • • 1 • 4 Di 1 11 11 1 1111111111111111111111j11111111 1111111111'J1111111 0 16 THS INCH 1 2 3 t,1�91 -.. _ • �- wl9%!1^i'.s.': aar A'T.3 n'•F��}�^�'Jy�'� ; , 4: i i ` �:+FWA . 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