Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit 6184 - Cellular One - Equipment Shelter
This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. Cellular One 15700 Nelson Road South RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page Code Exemption = 8rlef E plainatoty Desclriptim Statuteftle The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 4 DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. cellular one 6184 SECTION f - {to be filled in by developer 1 authorized by City staff) NAME OF DEVELOPMENT: si _ 4 / DATE: ' I ■ 90 DEVELOPMENT ADDRESS: : 5 pr KJ r = L ..' , 'j r A r `Y " ) t. 61 . PERMIT NO.: ' !7 'O C AS H AS IGNMENT NAME: `Z{ f:ki e Lew IS TEL. NC( ) gg3 —83i I BY MAILING TO: ADDRESS: 101 S, I OT W i 5 ` rr L ii W,9-. R5P9 , (please print) CITY/STATE/ZIP 4 ; — • q - - ~J • Yt, • : 'rev •I •( -T -T PUNS/DOCUMENTS WHERE ITEMS ARE DESCRIBEDt A NA 50 1 /J e to N 5 1.1 8 l pL`r ced J •3) - I - c• t■AOLAtl. `kit_ - kkow I' '• S.e.e. � . & AMOUNT: SS 4,,5,7, As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ eir 3 2 . 5e ($150% of value to complete work described above) and attach supporting documentation for value of work. I will have this work carried out and call for a final Inspection by this date: ( / t1 / 41 ), or risk having the City use these funds to carry out the work their own contractor or in -house manpower. If I fail to carry out the work, I hereby authorize-the City t� to the property to carry out completion of the above deficiencies. I further agree to . C 6rnp eta or cilia ve prior to requesting inspection and release of these funds. j ;j Smile . :-e-e, _ . • \ TITLE: ?cc, '' C T"° i ce-- 1 R c ji) DEPOSITED THIS DATE: 00/,e • .: •::r::'::;:: i sis Y:.:::::;:. i: ..:si::.::.::::::::.::S:;i:;: t'5: . .. :;:::: 4: y :'.� : ^Y'f• ; :;:`; SE C7rON'..; b�►!QiRir1>phf p 'C/ry ry ; < „;<;:;: < THIS FUND IS AUTHORIZED TO L BE ACCEPTED. SIGNED: DEPARTMENT HEAD: � // 441,. 1 ' AMOUNT: SS 4,,5,7, 0 CASH CASH EQUIVALENT DEPOSITED THIS DATE: 00/,e CITY RECEIPT NO. ii RECEIVED BY :4 ^F ' -- 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF JUNOS DEVELOPER'S REPRESENTATIVE CITY OF TUKW'' '% DEVELOPEL. S PROJECT WARRAi. rY REQUEST FORM Upon completion through Section 2, Finance personnel shall send copies to: - Developer - Finance Department - Permit Coordinator, DCO All work identified in Section 1 of this form has now been co; 'feted and returned to department which authorized warranty. reby request inspection and release of my, cash/cash equivalent. DATE: /D 4 I have reviewed the above work and found it acceptable and therefore authorize the reteas of the above cash assignment. AUTHORIZED BY: erp ad SE frr:, AMOUNT: Sb CASH EQUIVALENT - LETTER AUTHORIZING RELEASE RELEASED THIS DATE: 4 0 CASH CRY CHECK NO. 4/ RELEASED BY: , FINANCE DEPT. Upon completion of entire form, Finance personnel shall send copies to: - Developer - Finance Department - Permit Coordinator, DCD 0711Ins Nancy Rota Assistant Vice President and Manager City of Tukwila Tukwila, Washington Re: Steve Lewis 101 Elliott Ave. W. #435 Seattle, Washington 98119 July 17, 1990 JUL 18 19''.0 To Whom It May Concern: Steve Lewis has opened a savings account for the purpose of securing the cash equivalent you require in connection with work to be performed for the City of Tukwila, as described on your Developer's Project Warranty Request Form dated July 17, 1990. The current balance in the account is $8632.50, and the account number is We have placed a collateral hold on the above account, and will not release ' any funds until we have received the approval from the City of Tukwila to release the funds. If you have any questions regarding this account, please feel free to pall me. Thank you. Very truly yours, Nancy R6ta Assistant Vice President and Manager NR:s • . ,; �If . <G r PT $safirat Bank Queen Anne'.Branch /Post Office Box 9367 /Seattle, Washingtan.98109 Telephone (206) 358.1902 TYPE OF CONST.: UBC EDITION (year) 1988 SETBACKS: N- S - E- W- FIRE PROTECTION: f-, 0 NA uSprinklers 0 Detectors UTILITY PERMITS REQUIRED? m Yes 0 No ( p th u m blit Works) ZONING: BAR/LAND USE CONDITIONS? a) Yes 0 No CONDITIONS (other than those noted on or attached to_permitiplans) / APPROVED OR va ' . ISSUANCE BY: I /1) A4(2 A A...1, ) BUILDING OFFICIAL DATE: glididi;l1 ;11111111:h■ CITY OF TUKWILA Dept. of Community Development-Building 6300 Southcenter Boulevard, Tukwila WA (206) 431-3670 Division 98188 BUILDING / PERMIT NO. LO 't DATE ISSUED: I 6 ' BUILDIN1 PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) BU!LDING PERMIT FEE PLAN CHECK FEE BUILD 63 TOTAL , 108.50 •''"' &4s41(11. 9036 .11111110111111111. I PLAN CHECK NO.: 90-247 15700 Nelson Rd S PROJECTNAMUTENANT Cellular One ASSESSOR ACCOUNT # 000580-0029-05 TYPE OF (10 New Building U Addition U Tenant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Place a prefab equipment shelter for storage. lob Whitney Brothers ADDRESS P.O. Box 459, Lakebay, WA CONTRACTOR Buchanan General Contracting ADDRESS P.O. Box 40069, Bellevue, WA WA. ST. CONTRACTOR'S LICENSE # BIJCHAGC159CF ARCHITECT Eugene C. Sprout ADDRESS 100 116th Avenue S.E., Bellevue, WA 884-3529 ZIP 98344 PHONE 462 ZIP 98004 EXP. DATE 2-01-91 PHONE 455 ZIP 98004 (ODE compt usk:44 SQUARE + FEET TOTAt. OCC. LOAD OCC. LOAD SQUARE FEET SQUARE FEET OCC. LOAD OCC. LOAD SQUARE FEET SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC, LOAD I hereby certify that I have read and examiri'ea this permit and know the same to be true and correct. All provisions of lay and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. PRINT NAME://440C X Ch / DATE: / 9 C2 COMPANY ‘ . / 1 /4 4-1 4 41 7 /1.e04 CalIt within 180 This permit shall become null and void If the work Is not .. days • 'trOtfrth.e.::dattiin . . •• •.. . ....•.... ..•.•....• •...; 0000.000;orkthoi.1/40ikis::tuspoiitectot'aba.hdOned:.foe,0:patioditit:11 atlayt'fratillhel • ..•...•:•:.,..,:•. ..... ••• • days CERTIFICATE OF OCCUPANCY NO. N DATE ISSUED: ACTIVI. LOG DT IN COMM N 'Oa PM VIA E " .A.49 PERMIT NO. CONTACTED (kr) DATE READY DATE NOTIFIED S ' I 1— C� ` BY: (snit.) er, si PERMIT EXPIRES 2nd NOTIFICATION BY: (snit.) AMOUNT OWING 3RD NOTIFICATION BY: (init.) PLAN CHECK NUMBER c0 (kn • BUILDING PERMIT APPLICATION TRACKING SUITE NO. PROJECT NAME C\\uo O nQ-- SITE ADDRESS � 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) C O 4 SQUARE FEET SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. ate ant - at BUILDING - 77-25 "iO initial review 0 FIRE 7- 25 -'(O ROUTED INIT: IBARA,AND USE CONDITIONS? ( -fares [ I No REFERENCE FILE NOS.M,41 /J ..agve%f,Ta /1'e'Ca irn �5ar� s'4 �� z� MINIMUM SETBACKS: N- S- E- W- ZONING: ,7)- / PLANNING . PUBLIC WORKS (0 - Z c1O 0 OTHER BUILDING - final review INIT: FIRE DEPT. LETTER DATED: INSPECTOR: UTILITY PERMITS REQUIRED? ( Yes No PUBLIC WORKS LETTER DATED: Nk I p . L4 , (dlq b t i ►► y to f o TYPE OF CONSTRUCTION: UBC EDITION (year): 19 55 REVIEW COMPLETED -- _ _. -' " - - -" - - — (2O6) 433 -1849 DESCRIPTION AMOUNT:: RCPT:.# DATE: BUILDINGS PERMIT FEE :'(o qp ;(p 46 : PLAN CHECK NUMBER g o ` Q L 1 APPLICATION Il1US T QT F II I FL) OUT COMPLETELY PLAN CHECK: FEE <: L# x:.00 BUILDING SURCHARGE W ;So ENERGY SURCHARGE OTHER: 'TOTAL: ({ SC}:` ..4 . tir SITE ADDRESS SUITE # Dd 1�EL -5oQ E O/ D 5 . 1i�.{�,Nl I t_►'}- VALUE OF CONSTRUCTION - $ 5 35o -PROJECT PROJECT NAME/TENANT (j \\ U 104 O n.f2._, • T A OYSL / ' T t 041tm". ASSESSOR ACCOUNT # PE .. ow :O-0•• - -o5 TYPE OF i' New Building • Addition • Tenant Improvement (commercial) • Demolition (building) WORK: 0 Rack Storage 0 Reroof ❑ Remodel l(resid ntial) 0 Other DESCRIBE WORK TO BE DONE: / 3i MbNO a A- TIM' r Gd1;-1 piar -7r" s t•-tt -LrC .-. BUILDING USE (office, warehouse, etc.) - NATURE OF BUSINESS: �i f✓ l L-VA_ i L Cc. MM.1.LN 1 C LA--1" ! 0 P WILL THERE BE A CHANGE IN USE? L' TNo L Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: .33(0 L4 Tenant Space: Area of Construction:- Loco j WILL THERE BEA TORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ® No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER -. n pe-o` VJ ' E ( a o- v4 1 64 d .u PHO .,, . :g `f - 35? o I ADDRESS Q, 0 G • V 4 L -' L ' - ZIP,. g CONTRACTOR • HONE " Jc) _ _ _ _ _ �► OlrtL �'�'' , - - 0 • A 1\ •i (oca_. 1 G ADDRESS • 'r) , X 3 C ., 6. V U e r\?raLt A. Z IP C' ' WA. ST. CONTRACTOR'S LICENSE # f �) C . I-A NE I _ EXP. DATE a_ I _ 9 I AHCHITECT /UvG /Neele'S . ��LU1eits C. SP gives r e. � , 4 f PHONE2 . ,I 6s rIS`t ArrIRESS x00 - i1(0 G . S.e . BEt e/uC {NA- gBG J' ZIP :: i' �I�. I EN�I M:IN�R >T : >`.:. :: .:. .:: H I Y :: ERTIFY:THA ':I:H :...:..:.:...:.:.:.:.:..:::..::..: ....:...:.:...::::....:......:. .. .............. ......... ' . ..... ON. lill��? ..KNOYIF: >'t S.;T£l •..,.. ANI� .1AM< . ilri'ilti• €: GRliC7 . tai � R �1 CNi' APB! LY: �t? 1�::; �tls � E���iMl' �....::.:.:.:« ;:;:.;::::. >; > BUILDING OWNER OR l(, i ►.�G- AUTHORIZED AGENT SIGNATUR 4 / ' DATE $, ( � PRINT NAME r4; h onzKovj IT Z cisit _< _x_e` PHONEt,g3.. 03 I CITY /ZI yc.L y8 /!9' I 0 , L. I - rr WeNIA.�-. W, •r 5 EL CONTACT PERSON G.. Y � /NE / D &. )433 PHONE (154'0303 CITY OF TUKWILA Department of Community Development - Building Division BUILDING PERMIT APPLICATION FEES (for staff use only) APPLICATION SUBMITTAL In order to ensure that your application is acceprecrfor for 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 nomm unity DAUelopmant prior to application submittal. Contact the Permit Coord'.nator at 433 - 1851 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES - ;_ 90 COMMERCIAL Assessor Account Num ro ow 14ro Nb l� 4 . 0 tfto , I � modbuNcI a. psrmk ppplicedon SOO led building pi arAoo+nNu NEW EpdAL ........ ............................... . RESIDENTIAL AMtLY OWELLM OS1ADDI Md t application S BMITTAL CHECKLIST MN atoC Aa rwY (21 sets of :0000::. of atlJpcent (comm w te nant ialt bons of bu8np s quare foota2 >< >> n with ui eof each room tabell ic p ;.,::., *in *111;:' ! tt uct tel N otk it: Vii' bd di ii s >(x<s!M ibnrrt to AAYtlAGi ♦Y1VOfltlt f�a6wigtortlr,. p#M t►�Vry p A+r ...... ti lfd ng p emilt i w<d scxibi exls roof, ma 1465,w. ERCIAL IMPROVEMEN feted builcinp permit appua nt Cone ins Isll. T tranY ! q! w+pricMr fp idplrat+r.,�. n!wrb i tub led! R ESIDENTIA "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED 1 Footings 431 -3670 X 2 Foundation 431 -3670 D' l 31 90 j( /'�' G� rA_ X 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 7 Framing 431 -3670 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 10 Wall Board Fastening 431 -3670 11 12 13 14 FIRE FINAL Insp: 575 -4407 x 15 PLANNING FINAL 431 -3670 ,,�©�, ithi, 0 x 16 PUBLIC WORKS FINAL 431 -3$70 x 17 BUILDING FINAL 431 -3670 y- 2,9_4i( G3 1TY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 15700 Nelson Rd S SUITE NO,: BUILDING PERMIT NO. g•LI DATE ISSUED: - j._q 0 PROJECT: Cellular One All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 4. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: BUILDING PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place) CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (INSPECTOR COMMENT SECTION ON REVERSE) INSPECTION PROCEDURES AND REQUIREMENTS Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 05/17/00 CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 (206) 431-3670 INSPECTION REQUIREMENTS Building and Mechanical Inspections required for building and mechanical permits are obtained by contacting the appropriate department as designated on the inspection card. A request must be made at least 24 hours in advance by calling the phone number listed next to the desired inspection. You should have the following information available when calling In your request: • Permit Number • Site Address /Suite Number • Type of Inspection • Project Name A pre - construction meeting may be scheduled prior to starting the job by contacting the Building Division at 431 -3670. Although this is not required for all construction, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. GENERAL INFORMATION REQUIREMENTS All permits, inspection cards and plans shall be posted conspicuously in the same location, protected from weather or damage from construction work. Work (including demolition) shall not start until the required permits are issued, unless otherwise formally approved by the Building Official. Work shall not be done on any part of the building or structure beyond the point indicated on each successive inspection without first obtaining the approval of the building official or his agents. Such approval shall be given only after an inspection has been made on each successive step as specified on the Inspection record. Unauthorized occupancy and/or use of the structure or remodeled area shall not occur until the Building Inspector completes the "Building Final" signoff inspection. No changes shall be made to the approved plans without approval of the ArchitectEngineer and the Tukwila Building Division. Special inspections will be required as specified in Section 306 of the Uniform Building Code as follows: 1. Concrete 2. Ductile moment - resisting concrete frame 3. Reinforcing steel and prestressing steel 4. Welding 5. High- strength bolting 6. Structural masonry 7. Reinforced gypsum concrete 8. Insulating concrete fill 9. Spray - applied fireproofing 10. Piling, drilled piers 11. Special grading, excavation and filling 12. Special cases (work which, in the opinion of the building official, involves unusual hazards or conditions) When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Department of appointment of the inspecting agency. Copies of all special inspection rep' ' , !gned by snap^*• ^T,, ^h ^!' R &.tim!tted to the Building Division in a timely manner. Reports shall contain address and permit number of project being inspected. All structural welding is to be done by a W.A.B.O. certified welder. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection of new buildings, reroofs or other roof - related work. (See "Reroof Conditions" handout attached to permit, or contact the Permit Center to obtain a copy.) Verification that proper setbacks are maintained from property lines is the responsibility of the permit holder. HUH DING PE RMIT INSPE C TIONS 1. Footing - When survey stakes and forms are set and rebar is tied in place. 2. Foundation - When forms and rebar are in place. 3. Slab - If structural slab or if underslab insulation is required. 4. Shearwall Nailing - Prior to cover. 5. Roof Sheathing Nailing - Prior to cover. 6. Masonry Chimney - Approximately midpoint. 7. Framing - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. Insulation - Baffles must be installed to keep attic ventilation points clear. 9. Suspended Ceiling - Diffusers, lights and seismic bracing must be fastened. 10. Wall Board Fastening - Prior to taping (see UBC Ch. 47 and Table 47G). 11. Final Firs inspection - Contact Fire Department (575 - 4407). 12. Final Planning inspection (if applicable) - Contact Planning Division (431 - 3680). 13. Final Public Works inspection (if applicable) - Contact Public Works Department (431- 3670). 14. Final Building Inspection - When all work, corrections, reports and other inspections are complete. If demolition work Is to occur, check with the Building Division to determine if a pre - inspection is required. Note: Additional fees may be charged for reinspection. MECHANICAL PERMIT INSPECTIONS 1. Rough -in of vents, ducts and equipment. • 2. Final Fire inspection (if applicable) - Contact the Fire Department for their requirements (575 - 4407). 3. Final Planning inspection (if applicable) - Contact the Planning Division for their requirements (431- 3680). 4. Final Mechanical inspection - When all work, corrections, reports and other inspections are complete. Note: Additional fees may be charged for reinspection. ADDITIONAL DEPARTMENTS AGENCIES 1. Plumbing permits/Inspections (including gas piping) are obtained through King County Health Department (296- 4732). 2. Electrical permits/inspections are obtained through Washington State Division of Labor and Industries (277- 7272). 3. Mechanical permits/inspections requires a separate permit that is obtained through the Tukwila Permit Center (431- 3670). 4. Fire protection system plan review /Inspections are obtained through the Tukwila Fire Department (575 - 4407). 5. Public Works Utility permits are obtained through the Permit Center (431 - 3670). Utility and street use inspections are obtained through the Public Works Department (433- 0179). 6. Landscaping, parking, signs and land use inspections are obtained through the Tukwila Planning Division (431 - 3680). 07/17/90 Type of Inspection Site Address Requestor Special Instructions Inspection Results /Comments: C 111 T ncnor+n1^ 1■3`t 9.4 , CITY OF TUKWILA Building rtment 6300 Sout ter Boulevard Tukwila, W 98188 (206) 431 -3670 INSPECTION RECORD PERMIT # / r'I Date Date Wanted a.m. Project C- -c.". ewe - Phone # Date CITY OF TUKWILA Building Department 6300 So center Boulevard Tukwil 98188 (206) 4 3670 Type of Inspection r• Art.— Si to Address (5 Requestor A)4 Special Instructions Inspection Results /Comments: Inspector C5 s0 PERMIT # ( ?¢ i g4 Date (0 `3d Date Wanted /0-1-96 Project C -- +-A,i-.✓i ' Phone # Date ((- ( l'C) // Permit No. Lot rs CORRECTION NOTICE The following items are found to be in violation of Ordinance and shall be corrected. F, N fb rrh4 N i a C CITY OF TUKWILA Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 433 -1845 s - 1 - �� ` � CS Job Address 15 ?0O i-aeNi 1 - f21 ELEC-1 —fit rte- n i A WV .4a4 SP,'ZTLO n1S• Signed Z--- Building Official /Inspector CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, IVASHINGTON 98188 Plan Check #90 -247: Cellular One 15700 Nelson Rd S PHONE # (206) 433.1800 Gary 1.. VanDusen, A1avar THE FOLLOWING COMMENTS APPLY TO AND BECOME PART THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER(n(�S 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. s t 2. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 3. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 4. All structural concrete to be special inspected (Sec. 306, UBC). 5. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 6. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition). 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED 1 Footings 431 -3670 X 2 Foundation 431 -3670 x 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 7 Framing 431 -3670 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 • 10 Wall Board Fastening 431 -3670 11 12 13 14 FIRE FINAL Insp: 575 -4407 X 15 PLANNING FINAL 431 -3670 X 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 (INSPECTOR COMMENT SECTION ON REVERSE) BUILD"1G PERMIT INSPECTION RECORD Post with Building Permit in conspicuous place) Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 15700 Nelson Rd S SUITE NO.: BUILDING J „ ig PERMIT NO. U1 DATE ISSUED: gl r • cp PROJECT: Cellular One CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION • When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical - Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 06/17/90 "X" REQUIRED INSPECTIONS 1 Footings 2 Foundation *--- 3 Slab and/or Slab Insulation 4 Shear Wall Nailing 5 Roof Sheathing Nailing 6 Masonry Chimney 7 Framing 8 Insulation 9 Suspended Ceiling 10 Wall Board Fastening 11 12 13 14 FIRE FINAL Imp: 15 PLANNING FINAL 16 PUBLIC WORKS FINAL 17 BUILDING FINAL PUN CHECK NUMBER 6 16 -21-7 PROJECT: C2=g 61 6111714 THE FOLLOWING COMMENTS APPLY TO AND SEC ME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER_ 42 4 _, No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. O Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296 - 4732). v Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will oe inspected by that agency (872-6363). O All mechanical work shall be under separate permit through the ity of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. (.1t1 When special inspection is required either the owner, architect or 1 �'� engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. All structural concrete to be special inspected (Sec. 306, UBC). O S All structural welding to be done by W,A,B.O. certified welder and special inspected (Sec. 306, UBC), O All high- strength bolting to be special inspected (Sec. 306, UGC), 30 Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. I1 Partition walls attached to ceiling grid must be laterally braced if over eight (B) feet in length. O Readily accessible access to roof mounted equipment is required. O Engineereed truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. O Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. ( yef) Subgrade preparation including drainage, excavation, compaction, \/ and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure.). O A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). ® All construction to be done in conformance with approved plans and II// requirements of the Uniform Building Code (1999 Edition),i- f-ere -. - Mechanical- Code- (.199B__Ed i- t.i.on)- , -Washi gnton -State- Energy- Cods -hi 989 - ,.Edi-t.ion.L, ibd ) ashington— Stae_Regul&ti.ons —fer Barrier —free Jae i i t y tft /9-•Edi ttorr) : '-- 18 All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4707, at least three working days prior to desire inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 2 Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20 Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 2l All spray applied fireproofing as required by U.B.C. Standard No. 43-0, shall be special inspected. 22 All wood to remain in placed concrete shall be treated wood. O All structural masonry shall be special inspected per U.B,C. ' e ection 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. Plan Review PROJECT riu_b L2 ONF -E ,,01 PM F 1 `SI-1 ADDRESS 15700 tlELeotJ 'R K), DATE OCCUPANCY GROUP WA 01 -NT ' .LTEECZ, TYPE OF CONSTRUCTION 6/N M1N' LOCATION ON PROPERTY Dk ��-' SA BUILDING HT. / NO. STORIES ANC FLOOR AREA (45) OCCUPANT LOAD EXITING REQUIREMENTS .K. DETAILED REQUIREMENTS OCCUPANCY,_.. TYPE OF CONSTRUCTION. PART V, CHAPTER 23, U.B.C. CHAPTER 51 -10, W.A.C. PLAN CHECK NUMBER 90-247 <5fECI AL,1..( Qt4 ` A$ CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING IDI IflN prepared by: L 1990 C BUCHANAN GENERAL ` CONTRACTING Co. P.O. BOX 40069 BELLEVUE, WASHINGTON 98004 TELEPHONE (206) 462 -1326 CONTRACTOR LICENSE BUCHAGC 159CF FAX (206) 462.9468 Mr. Dan Burch Project Manager Cellular One 101 Elliott Ave West Suite 435 Seattle, WA 98119 Re: Breakdown of costs for edging and, landscaping at Tukwila Cell Site Dear Dan: Attached please find a breakdown of the costs for the landscaping and edging at the Tukwila Cell Site. This does not include contractor's mark -up or sales tax. If you have any questions, please do not hesitate to contact me. Sincerely, Dennis S. Buchanan President BUCHANAN GENERAL CONTRACTING CO. an ac��nd: SYMBOL COMMON /BOTANICAL NAME TREES: ,'r L. GROUND COVERS: ENGLISH IVY /HEDERA HELIX QNTY. MIN.SIZE CONDITION REMARKS WINTER FLOWERING . a' RY/ 1= 1 3/4"C. B &B HIGH GRAFT $ 160.00P PRUNUS SUBHIRTELLA AUTUMNALIS AUSTRIAN BLACK PINE /PINUS l 6 -8' B &B FULL $ 90.00P NIGRA WASHINGTON THORN /CRASAEGUS 1? 1 3/4 "C. B &B HIGH $ 140.00P PHAENOPYRUM BRANCHED EUROPEAN HORNIIEAN /CARPINUS 24 8 -T0' B &B SINGLE $ 2,400.00 P B TULUS 1f TRUNK Z SHRUBS: BURNING BUSH /EUON$MUS 33 18 -20" CAN FULL $ 75.00 P ALATUS 'COMPACTUS' i RHODODENDRON 'PURPLE 1 22 -24" CAN FULL $ 30.00 P SPLENDOR' /RHODODENDRON HYBRID FORSYTHIA 'LYNWOOD GOLD' / 4i 18 -20" CAN MULTI -STEM $ 80.00 P I RTD.CTG. — $ 400.00P PLANT AT 1'6 "O.C. Landscaping costs: plants $ 3,375.00 labor $ 2,000.00 Topsoil $ 200.00 Bark $ 180.00 .1. ALL TECHNIQUES AND METHODS USED DURING THE DEVELOPMENT OF THE LANDSCAPE PORTION OF THIS PROJECT SHALL BE O1= FIRST QUALITY AS COMPARED TO THE STANDARDS OF THE INDUSTRY AND ALL A OF THE LANDSCAPING MAY BE SUBJECT TO THE REVIEW AND APPROVALF'THE LANDSCAPE ARCHITECT. • 2. ALL SHRUB_ 1D GROUND COVER AREAS SHALL RECEIVE A MINIMUM OF SIX INCHES (6 ") OF NEW TOP SOIL INCORPORATED INTO THE EXISTING SOIL. THESE PLANT- ING AREAS SHALL HAVE AS THEIR FINAE.SURFACING A TWO INCH (2 ") LAYER OF MEDIUM SIZED, DARK BROWN BARK MULCH SUt` u AS "BEAUTY BARK" OR EQUAL. - ME NEW TOP SOIL TO BE USED ON THIS`PROJE , BE A GOOD CLEAN (IABLE SANDY LOAN TYPE TOP SOIL FREV. OF WEDS, $ 2,000.00 L Edging costs $ 565.00 4 19. 6w, to . • '4 GENERAL NOTES: Permit No ' " FACTORiA EAST" SUITE 200 BELLEVUE, WA. 98006 1.7tJti11..,g 1 understand that 4 4e Plan Check approvals are ' subiectto errors and emissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of contractor's copy of approv $ plans . t k f • . * ' 12826 S.E. 40th LANE TELEPHONE (206) 641-5810 I . ALL MATERIALS AND'WORKNANSHIP AND SPECIFICATIONS. t . CONTRACTOR GUSI N ACCORDANCiE TH ALL STATE, ANDB•L I C AND LOCAL SAFETY ORDINANCES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK Or ALL TRADES AND SHALL CHECK ALL'DIiMENSIONS ALL `DISCREP- ANCIES SHALL BE CALLER TO THE ATTENTION OF THE ARCHITECT/ ENGINEER AND BE RESOLVED 'BEFORE PROCEEDING WITH THE WORK . . ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE, .BUT WITHOUT GUARANTEE OF ACCURACY. WIIERE ACTUAL CONDITIONS CONFLICT'WITH THE DRAWINGS THEY SHALL BE REPORTED TO THE ARCHITECT/ENGINEER SO THAT THE PROPER REVISION" MAY BE MADE. MODIFICATION OF DETAILS OF CONSTRUCTION SHALL NOT BE MADE WITHOUT WRITTEN APPROVAL OF THE ARCHITECT/ENGINEER. CONTRACTOR SHALL REVIEW AND BE PAMILIAR WITH SITE CONDITIONS AS SHOWN ON THE ATTACHED TOPO/BOUNDARY SURVEY MAP. . ALL BACKFILL EMBANKMENTS SHALL BE SLOPED 1.6 HORIZONTAL TO 1.6 VERTICAL. 51���T INP�X 1 Title, lr,dex 1nA M� Dr 'hi Plan 3. Defi�iih(For`�uildire9 Permits) 4.D�tgilti(For 5'6 il�in9 Parmi��) 5.�ii�'� purvey Ternor"iry dell hi�'e 9114 Ievtior (17 c D U I l '1 r 0 . I\ `in) 1_.,:rot Ave. J ( ulie 435 .9e fI v W A 18101 oNN rN�NeN��Ia �e 1 ' . JOTS NO.. I — e REVISIONS DRAWN . � CHECKED r G. DATE , y0 SHEET ��e rte•.:,_. � :�� '_14 ti 1.1 j � `� `r ;:e. pYJ tf ..+,Y.�}.!J YT. , !fi 4 } T yri l . Y4., N T Jr• -f .. �? .. .. .l'''$' 4 yy ` I 4 I I I I I I I I I I I I i I J I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 : i III1III11 I I . jrr lIIi iiI `` i .` I (IL i i'Ij II >III I1 0 fe Tsss IN H 1 2 3 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this 06 notice, it is due to the quality of the priginal document. OZ 0! .„ YJ ^ 6Z Se LZ 9Z SZ +iZ zZ ' " ZZ lZ 6l 8i LI 9l it 'oil CI M ZI it II II IIIIi11III II itili ulllilllltll llr(IInuIlirlllllilli�I IIIII nlliinlliiii I rt t I'i I 1 41 6 1 `` itulnil InIIIIn IIIiIIlilliilllliilinllililiillllliil ��. _ ,.,� � tlt.11 I., i„ � tiI IIIII l��.tll_Illlil,llt�(llilllll lIIIIIIIilllllllltrrltlillll,l . '" r �,xi', r_ f,.i ur +' + Y' ' r „f: r.. !'t:' "' ,f;fi:.f • 6'i +r v .7 . ti . . c. a... �:. ,:tv,i J' 3" r� .., .. �.'v.,r. ... -ti� -�: __,.. .. .. � , ' �T , .n ✓ rtz r. sacs/ ,a .. �!� � �}' .. s.. ....... ... ....5 �.:, .. b". ^. ..�. v t- ..._.�. .. �... _,�t..... oxn :ff., - -�. as_�L� ? ♦. x ..Lr �y�J:. � M f`. 4) 'l. 'A ...yyS'i 1 +9 • R rend 203 ww O Iliti� Iilillllililllli I Il,illllii.► . IIIIiiiIIIIII (IIIIIIIiiIII CITY Or T 1KWU .A APPROVED AUG 1990 ,4 &x..4,1.41 UILDIN t iSI•N •.. . iear* i •. PERMIT CENTER it hum > • tool , ' .rc.aA,,, �.•• Mc,woll i �`\ W.mN \ rot, a• \. t. R SW%I sa y !1 kah •c„, ` E r t, °'.1,, Tree ;: 1 Woodwo . R 11d. „Sw Isle ^avian r:. . Allow s r am orkRTElt ��3 r :/aliN,iN seci HUM'S a •- +Yt.L.mk:S rh. rrr3. ..... x� +, r.:. n. Pv n• ,... rt . a ...... .r a.... � ..... . : p eta e �l trlcl r' L LI 'nt & V�tum 4Y4 corn GI conc.. -F 15.v) f�7 ay; I11 1 1 11 1 i i 1 'iii I . f 1 . IILIIIII II .I` II 1 111 1 II °I Il iI I 4 5 6 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the eoriginal document. 1111 111111 1111111111/11111111111111IIIi1 11111111111111IIII1111 {IIIlitili liill!{ilill 1111111111111111111111111111111 "FACTORIA EAST" SUITE 200 BELLEVUE, WA. 98006 12826 S.E. 40th LANE TELEPHONE (206) 641.6810 b E Z I WW Whit �llLi� lilIIII II III II llil lll ll111 111 1 111111 1 11l111 1111111111111I Note: %TORM VKA REVISIONS 3/14 /" I b . f'r`oy € 4 fear l5' 1- ytvs c.h�n1e fb 'Jer } re o 1. T.B.H. , (R.R spike) set at 18.00' USC436., Btltt t. 2. 100 year flood plain elevation 16.00'. 3. Tukwila Cell Site Improvements to be constructed flood proof 'for '100'Zfear flood. Floor level of building to be at elev. 18.00' or above. Work to be accomplished by Oct . 1, 1990 of Storm Drainage facilities. ," - liECEI'. E'O CITY OF TUKWILA JUN 0 8 19 PERMIT CENTER 100► w c r: (1 ► 10 118 ; oW — hoe enhernent 1-yr) 1.11.33' tc L 4— ~Mel s e w � ex lel ih t 4overeol PeRM. G 6IT 2 qve eLL ( u l�e gr i�e ‘1‘ ORAWINNO –1-41-1 p. aE E 4 .91' r `i'a'•'✓� -, �f ''t t 1 Sf .1 wG:a T MP. C L(, I Y E I..tiN t� 3� ,£."• ex�,tiri eui 'I !111I 111111 4 5 6 7 NOTE: If 'the microfilmed document is less clear than this noti..e, it is due to the quality of' the Qri.ginal document. ze 9e Se i'E 'C za Lid 08 fit 8t L► at 5t. lit et •zt ,It QG 6 I niiltiiiI iiiilniiii► iiiii11111 1i1 iii; t! ii�iii� { i!iiliIIIHitllitilliii{ lii111iilii!11111111!i11!1!li1 i1!!i1lii11i 1 11 i i► i 1 ,ix•..,Y . �''�"`S.. s'ir+.`�"v' +y�',Y;,ra ', r./ ., %. '''j��' {f i}yy?.': %7, > '... ... ,.•... •. Y ;' . ` af � �x a.� •' r .,s ' raa . ,_ ".i:•; w. .'� <. { �'2 .,� ..s�t�j. < ... ,;; r'f. :. r2'.. J Y . .�' . 'i;� �!, � 3 ,%. '•zr ,f� .Y , � ., F... �..:[&,�'E .... ?:xY._.. .?'4.. _•�L... _...�+�! _r��v.: ,„„ _r_. r^.S.r�.�.. k�t�th.. .. r. _ 9 .' 4 � ,i �j'. ���� S w .IFS .� 9 s z t WW a. ' I , tai 11111111 iiiil nik ilri! i iiil{ ii ! niii1ii1!ii1i!!i1 Note: Yyw 'ex. r o f' 1. T.B.M. (R.R. spi'ke) set a 18.00' USCIStCtS Datum. 2. 100 year flood plain elev t161) = 1t3.00'. 't. Tukwila Cell Site lmprov merits to be const''r'titte l flQIxt proof for `100 year flood. Floor .level of bit at elev. 18. or above. Work to the accomplished by 0c .. 1, 1960 of Storm Di•alnage facilities. Im c' "FACTORIA EAST" SUITE 200 • 12826 S.E. 40th LAN t3ELLEVUE, WA. 98006 • TELEPHONE (206) 641.5810 "` RECFIV b CITY OF TU"C'WILP tlEVISIONS 5 /its /eio `'Added .$i 3 4 ,. n ... i,. :. fi ..' - 1 aa, vz. Yxkt�rstlr% i6h.+ x. Ys4, YJra.^.: s.' t.... F. eumt�nr .L4f:zr'�.s"', - i." " ids ,3.1"R- �,S..,:a.s.n�._ad... tnAle ',, , a aia: ..,A na.. . L ML M.T. ° uN .: 'D N`6 1. All " Ivelow t°+ e Gorinec loriti to Le C . ieIei. Cohn Gti a n'y to ` Le. M ech n ik' 1. 0 119 o orolole 3. &ro01-1o1 roc1ti to oun orial. 4 1V f) !P "IICCy re P fl'I'Itcl :i 5.'Fl;n. i r ri,pl oh b''tween rouriol reprne rer roue to Le c.onTjnuover tia ` co rer rlk.e i. (T y r . 4' rle ce4) it,"77/¢%fit` J _o II I i\ I CHECKED DATE I 1 0 I l 1 I ! I 1 I f l ri 1 1 t , 1 1 1 1 1 1 1 1 1 1 2 1 3' NOTE: If ` the microfilmed document is 'less Clear' than this notice, it is due to the quality of the 'pri final document. ee LZ 9E SZ tZ ez ZZ t OZ si et LI. 91 GI aL CL eL - LI 0 6 111111111 li Tilly HIIIiIIIIIIiIII!Iillllll lliiiOHNIIIIIIII(i1llillliiiIPP111ii1 !11111 lliiillin111111111111111 111111111111111111111 llfthillinidi1111111 1I it 1111 � Y 'lap 111 I L r , fi���s.- � . w •r�z�.� ��+�? I������I.��� *'' n '� "''� ..,.,Nt.., fi. :•' .." �w+br F ,. ,`F,. m, �.. i , , - e .,' . �, aj i s�a;?, §:�.�- „. ,r . ...e .,,. . ,. :.. s. '� � < ” I : urn'^. •A7v J^ .'�' �v z. I' � r r�8 ^ i i 'Y�.>'4� .M1,T i 3 u �l ' �. , v7r � ,* ,,, � .,.., „K ._..., w ,... t .,- t ..t 3 • .-. ..a 3 _ . .'��a.�°.'^�.i. i.'� .. �. ,�4;+� . t.+*`5�'., .�^_'4*.Y+y'.`f.k���i.•';?f: . ;°.,f�'.'h:3F'a, �3"� 1 1 I`) l 1 I t 11 ' II 4 5 6 7 8 FAC " TO€31A EAST" SUITE 200 BELLEVUE, WA. 98006 wer Let u 'fr ,3 Gpr�e-r I z 7 olr w i(%a -l ole� Gi U�po rt I ' ' otr Tow . '1,1 18 Nlow 1116Ive rlLL Th re1 (HI1IHlu111II1 IIiIIIIIIII (IIIIIIII`I �?C;+fc1�e�"3ibd3'u`av�.• dSi�s'1;{�. ^ i7'h� 12826 S.E..40th LANE TELEPHONE (206) 641.5810 11 u► ewein EXAMINE THE SITE OF WORK TO DETERMINE CONDITION VNDEZt WHYCIY THE WORK IS TO BE P COMPARE SIRE s WI XTlc DRAWItIa$ AN SPECIF IOIIS, ASCERTAIN AND CHt '' A TIONS OF ANY EXISTING STRUCTURES AND EQVIP>� WHICH WI AFFECT . THE WORK $ CIFIED SIN. NO ALLOWANCE SHALL SD35E- QUENTLY BE MADE TO WHICH TKO, WORK ma BE PUT DUE TO FAILURE OR`NEGLECT TO MAKE SUCH EXAMINATION. 2 • OF T COMPLY H1 NATIONALELECCTRICAL C APPLICABLE EANDOTHER STATE, W 1 ::!.F THE ATE � COUNTY . AND CITY CODES. 3 . COORDINATE THE ELECTRICAL SERVICE WITH' THE UTILITY COMPANY. 4. ' GROUNDING SYSTEM RESISTANCE SHALL. NOT EXCEED 5 MIS. IF THE RESISTANCE VALUE IS EXCEEDED, NOTIFY, THE OWNER FOR FIJI>'1"HER INSTRUCTIONS ON METHODS FOR REDUCING THE RESISTANCE VALUE. 5 . PERMITS. 'FEES,' AND INSPECTIONS SHALL BE ARRANGED AND PAID' FOR BY THE CONTRACTOR. b. SUBMIT, SHOP DRAWINGS AND /OR CATALOG CUTS ON ALL MATERIALS AND EQUIPMENT. 7. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, SHORT CIRCUIT, AND GROUNDING TESTS FOR APPROVAL. SUBMIT TEST REPORTS "pH TO CELLULAR TELEPHONE CO. ONE COMPLETE SET OF PRIN SHOW "AS . INSTALLED , WORK ". CLEAN PREMISS OF ALL DAIS RESULTING „FROM WORK AND LEAVE WORK IN A COMPLETE AND UN- DAMAGED CONDITION. MATERIALS . 1. CONDUIT : " E;!!' • T . FOR , CONDUIT ,USED INDOORS , RIGID STEEL ,GALVA- NI ZED PVC E D : CON DU T0u POR UNDERGROUND' TRIANGLE,' ALLIED OR EQUAL. FUR EXPOSED � "r OR 0 U CONDUIT. 2. CONDUIT FITTINGS : THREADED TYPE FOR REGRD STEM. CONDUIT AND COMPL�2ESSION; FOR E.M.T. RACO, OR EQUAL. SET SCREW FIT- TINOS'NOT PERMITTED. 3. WIRE: COPPER CONDUCTORS. 600V, T YPE THHN QR THWN.;112 MINIMUM UNLES5:OThERWISE.NOTED, COLOR CODED, GENERAL ELECTRIC, TRI- ANGLE, ROME, OR EQUAL.. 4. GROUND CONDUCTOR : BARE COPPER, SOLID, ANNEALED f2. 5. GROUND RODS: CLAD STEEL, 5/8" ROUND ANU 8' LONG. COPPERWELD OR APPROVED EQUAL. 7 DISCONNECT, SNITCH AMPIES .ND NUMBER 'OF, POLES, AS NOTED ON THE DRAWINGS. MANUFACTURED B: SQUARE D COMPANY. 8. ALL MATERIALS SHALL BE W.L. LISTED. 4 -2.r 1-1,,147 o 1 ,`t �o l t AMPERESCTRED , VOLTAGE , Q .RdMB E,I PHASE AS NOTED ON MANUFAU SUARE D COMPANY S . S k - • .• ,,.� •x.,,.,. 3 /4 v e. x+1"53'«' YAM' ri+ �S+ 3i: 1' dFFfk ':••.�` :"Ci•� Y u c r..r,:;1;Y �!7.f. *,, , Y��'Y 11111 111111l!i (, 16 THS INCH • 2 I .,. II , � I � . l . ` I 3• 4 5 6 7 NOTE: If the adcrofilued document is less clear than this notice, it is due to the quality of the original document. SECTION "FACTORIA EAST" SUITE 200 BELLEVUE, WA. 08006 0E 6 ee L z �z z viz z �z 0z 81 LI 9l sl 471 CI El • a p � 1IIIIIIIIiillllllll ({IIIIIIIIIIlIIIIIII{ Ili{ 1{ llilllllllilllhllll11111111111111111111111111111111116 ii I I II I ..,.,. ,.,)... Illillll Illlillllli Il1iiillllllllliillillllllllll III, IIIi IIIIIIIIIIIIIJII {IIIII1I{IIIIillllllli{ill ill lilllli 1 ••.. ::<.., } ..:.v ^, .•rxC.l. �> r d ,.;r ^� .�. t F( 'y,i ??. ?.F- -� .ux - •-� v:o. w . �I .�..- , < ., , ,;.:..,... .A,. ...:y, •..Z . .... r..:�r ..i.� -,. ;r <. , � t. ...., � , :.,_ r , . :. 81 ,. +". �.; +.`� ! y . t.. fi r.` i ',k a; - " .:4'�. ". ,..r .,.. . v I ; ; ` q y ;, IIII (111 1111111 t �' ..� o . ♦♦. - .. f:* ... 5 Y3`e x. _., .. alCz"r. .. r : C.�. G. .r* ,. , 4. `` R _ -k' . 3 ' ,. v - vv yr fp"'i�.,: , : .r•:r Y :. ... ,. .t•,r 5 .:4 :. rs... .. a �..'�' •.. •.1 '1S:v -! .r :r�a>s_. `f , ?gam i ,�`. •^,;j'� � .. ;•�..r ; ,br -. ,�l' _. ,. .,..,b;, r ,. .,.,. a . , ,. :;.., :..,.• .i•y- :a -:, ., .. a•„+•. ,.,�..... �'?..., .�.. �. v , �y a'. uS�, <, "!F <•' +.e e �^ ? � ' ..:• � : ,. I I ' '.•� ,...,.. ,. � .. �. ,..a r. .., ..,. .:.... ,. .... _. r... T. .�,,,.�.. : R... ,.... D',>.Y,��°'. x ��. .A ."•' ✓ l> r ti ' •':. ., ,.. ., ,:..• .: ,. 4.,a.:" ... '.i,.._rs,, ..... ,. �r...: �. ry x . ,.� .... 1�. .�. X.•x�9 i , ti�is"�'r .;'� �f`i' 7.,. .� � y; ., £. Y.v'r •. ,:�, ^•r..,N. � • ... .. ....: .:. �. t .... r' ....• .. ,'. r .,. ., , ..... F i,. t .�' .. '• �' .� ?"� .A. r . r._ E -} . f c i q } #.. n, r l'. Q � ;�: � > x/<!� w �•;. y,.. .. r w i. _ -_. te r, .. -:.. .•.. ,.'. ,_.. ,.. .,_. ..,a.r.v. ,e.r ...._. �... .{h_. ,:rr: ,. _.•Se.� ,lr..,.. _ m_.. : ti =. >.,.. ,_..v.. -... ..[f.�_��x_., c .....,...�...::.... �. ..,+'�!_"�� - -+..r }. .ur �.. _ ` �i.a.. .. � F • -... Ct, .. ".� ✓,'..._...a ✓ ,:�k`�rai, :. ::ro .i_ �.. _�_ . RECEIVEb CITY OF TUKWILA FE`fMer CENTER JOB NO. DRAWN CH . CKED DATE 4" &rive' N e7e on&. Foianolq Lion .CODES - ALL WORK SHALL BE DONE IM ACCORDANCE WITH THE EEOUIEE- MEM OF THE UBC, UMC , NATIONAL E LECTRIC CODE, CALTRANS, AND ALI LOCALI STATE AND NATIONAL CODES, ORDINANCES , AND REGULATIONS, AS APPLICABLE TO THIS PROJECT. CHAIN LINK _FENCE - GALVANIZED STEEL `VIITH NO.11 GAUGE FABRIC. P UIFWORK T BE OF ROUNG GALVANIZED PIPE WITH A TOP' RAIL , PROVIDE , STOPS AND LOCKING DEVICE. FABRIC AND FRAMEWORK ARE GALVANIZED STEEL AS SUPPLIED BY ANCHOR FENCE CO. OR EQUAL. EARTHWORK - (A) CLEAR AND GRUB SITE AND STRIP ORGANIC LADEN TOPSOIL, TOP 2 to 3 INCHES. REMOVE FROM SITE AND DISPOSE OR USE FOR TOPSOIL IN LANDSCAPE AREAS, IF APPLICABLE. (B) SCARIFY EXISTING SUB -BASE AND COMPACT . TO 90% RELATIVE COMPACTION AT A MINIMUM. MOISTURE CONTENT AT 2% ABOVE OPTI- MUM, ASTM 'DD1557 , UNDER SHELTER BUILDING. (C) COMPACT ACKFILL TO 9 P 90% RELATIVE, COMPACTION IN,6" MAXIMUM LOOSE LIFTS • AT.2 %, ABOVE OPTIMUM MOISTURE CONTENT, IF BACK - FILL IS REQUIRED. (D) CARE SHOULD BE TAKEN TO AVOID DRYING OF SOILS IN THE 'EXPOS- ED FOOTING EXCAVATIONS. THE MOISTURE CONTENT SHOULD BE AT 2% ABOVE OPTIMUM AT TIME OF PLACEMENT OF CONCRETE. (E) ROCK UNDER FOUNDATIONS SHALL BE CLASS 2 PERMEABLE CONFORM - ING TO CALTRANS. (F) SITE GRAVEL: CLASS 2 AGGREGATE BASF CONFORMING TO CALTRANS COMPACTED TO 90% RELATIVE COMPACTION. (C) VEGETATION BARRIER: CONSISTING OF A V15QU EEN MEM B R (MI 6 MIL. THICKNESS) TO BE INSTALLED BEL GRAVEL COVER AS NOTED ON DRAWINGS. 4. REINFORCED.CONGRETE - 3000 PSI CONCRETE PER ACI 318: ASTM AG15 UWE 40 REXNFORCEING:, ASTM 4185 WELDED WIRE FABRIC. ALL RE -BAR TO HAVE MINIMUM ACI BENDS AT WALL CORNERS. 5. STAUCT URAL STEEL,- STEEL PLATES AND BARS -:ASTM A36, .AM 5 FOR ,, WEI•DING: CONCRETE ANCHORS SHALL BE RED HEAD WEDGE TYPE ANCHORS. SHEET "t E� +ir �¢/] J � ?�.ir- �1?2'�'Y/, 4 5 6 7 NOTE: If ° the microfilmed document is leas clear than this notice, it - is dueAo thequality'of the Original document. z az a ea zz to p � 6t 91 LI 9t st sit CI 'El • a pL 6 N o \ r � j ai ds N r°-1°\N Gu N �� � ,N � ._) \ N \\ > k - 1.oa ' \ 3\{ "FACTORIA EAST" SUITE 200 12826 6.E. 40th LANE BE:LLE1/ UE, *A. 98006 MIX O(at. 1 ( ., .. z , o { lil�lilllll .Ih �nilIIIU11111111111�111, 111111111111111}{ li�llIII1111�111 �111 �111 }III,I1III1�IIII�IIIIIIII , 11 1IIIl1111f1I111l�IIIl�l ill}1!{�1111 I I 6 ii ...Rq f� {III i }illlili }III IIIIIlllllllilll�llli . ilII�IIIIII il�llll) {II .rl %,r t p l ' t .:l q. v "�f.. Y F ! ' •' S f •? L• %: : �r •..�': ,. :,6.' _ ; a'�it _ y: C' -!� .�,>:� �• . ..�- � .�'.R• � wwi ��s'�" � �;:?S s �' ' Jf..+� ;5 �� '� .4 .f ; } i p+' . �... :d � x��- Sr}:d... c. M0'n. .a'4 ' EUGENE C. SOROUT . R.E. 8 L.S: 9690 tl rne.r . CHECKED DATE LEGAL DESCRIPTION The Property is described as follows: The South se °venty'- five (75) feet, measure along a line pa`r alle"l to the North line of South 1581'h Street, of the following: A a "rte. of land lying ` with'in the'Henry Meder D.L.C. NuIber 46, P Sect "io`n 24, Town`ehip 23 North Range 4 Ea "st, W.H. City of Tukwila, King County, Waahington, described as follows: Beginning it the SW corner of Said section 24; thence S 87- '48 - 34 E, along the south line of the SW corridor ` rf said section, 1 , 1 10.88 feet to the a onume "rated ,center l,i`ne of state road 27-ti (West Valley Road), thence N 7 4 `2 -44 along said center 1 ^ 3ne 587.30 feet; thence N 87- 0800 C along the ° 'mo'nunented center line of South 1 519. feet "to � the easterly margin of the e Pu t' Sound Power an " Puget ii L'ighe Co right of day; ,th N 1 -21 =41 u• along said right of Way 1.8 08 feet to point "A ", and the poin nin t of beging'of said po -1 r tion; thence N 873 - x• r ^r 'E along the':northetly a:argin of said Sough 15811 St "tees, ;127.95 feet to westerly margin of the Chicago, Hllwaukee an`d St. Paul Railroad right o f way, the`n'ce N '3- -34 -4 E along 'said 'margin, 273.59 feet;` thence S'" '87 15 -22 ' W 152.1 7 feet to said Puget Sound 'Power and Light Compa right of way; thence southerly, along "t'he'easte`rly margin"of sa=id right of way 272.00 fe more or less, to the p "Dint 'of "b`eginn'ing. SUBJECT k TO an easement for ' eng'r e' as, egress and 'utilities, `over. across and under a portion "of said Henry Meder's'D.L :C. Numbe'it' `46, and gove r'nment said section 24; described is follows: Beginning at the aforementioned point "e; thence N 87 1`5 -22 r.E 27.97 feet; 'thence `N'122-20 W 352 00 feet; thence` N 8 7 265.00'feet ; ;' thence N 23.`36' -31 140'.00 feet thence' 664 W 37.57 feet to the northeas m argin of said "Puget Sound' Power and Light Company right of way; thence southerly along said margin'743.02 feet to'the'7p " Dint of beginning. PERMIT CENTER 14v A�MBARKING _ . _ "" PR EtCEDURE S ' EACH INDIVIDUAL ASSEMBLY SHAL L HAVE A METAL TAG WELDED TO IT ` WHICH WILL. BE ENGRAVED yITH THE ASSEMBLY MARK NO. AS SHOWN IN THE MATERIAL BLOCK. (MIN. OF 5/8' ` HIGH LETTERS) co :3T. D ACCESS PORT DETAIL (e° :' Fl. A rS CL SPLICE 3 `o(3{'a0) STO. WA PIPE A53 ACCESS Amy. 1' DIA. (A325) JACKING HEX NUTS WELDED OVER 1 3/16' DIA, HOLES IN SHAFT C /L: FLATS 3 & 9 (TYP ` EA SPLICE) ''FOLDED PL. STEP wee. PCLE MP C (P.E,I, STD. ND. GS50035) POLE STEP AND CLIP, DETAIL L SF 91• 39 ERECTION V[EW — 2' HORIZ. WELD BEAD ?C CORNER OF FLATS ° # 1 & # 12 FOR POLE ORIEN (TYP EA SPLICE ) (SEE DETAIL 1) 9" x 24' ACCESS OPENING W /,• CDVER (: TYP. 2 PLACES) .. CORNER OF PL41 3 9 1 9 /0 e rs a`$9 C TACK NO. 65I-C /589 T 851 -cl58q 8 • 141 GALV. WT. MATERIAL C- �B 20864- GS12962 GN 50007 C7Sug 80870. " ACCE.SS OPENING PLATE ASSAY. 4)(Ga LP, WANONQLE 84C/ -UP 84 w Tt 5/ ' NIN, ° HT.. STENCILLED LETTERS <TYP, AS SHOWN 4' TOP, OF; PL )- } .i w . 30 DEG,` (TYP.) • ,; ; (12)'1 1/4' HOLES ON A 25 3/4`.: DIA, 14. e 30 DEG., APART P1- 2ia vR' Dm. x I+k (1 -c im 9 24" ACCESS PORT COVER ~PL° TAI 3' RAD, (TYP) TAB YANG HINGE (TYP.) PADLOCK MOiE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. TYP 'Of 06 6Z 9G 9Z $Z �i G £Z t OZ el Ll 91 51 b1 El ZI 11 p(, 6 G7 1 II!IIII!I �!!II!'i!I I IlI I I I I! II (( I 1 . I I i� l _ ,.. , -.. I I__L _ . ,I, I i! I ! � � IIII IIIIII, !II Ill,hli) IIIIII{ I l,I�Il1{Illllllllllllll{IIIUIII III. II I( I�IIIIIILI�illllllll(l IIIIi illl, lilllillllllilllll�llllll�iill. llii I I I ! � II , °,.:r. �;, �' +.�3 ^�: ,,..�..�'s? ...r.�.r . t P.xr,.t. .! r 2,., �h Sf" . x - . S - $ -xrr: ' t(� { Ji. •:'x .,�„-. - -a,z.. ,. 'S r <. o.. • .f -..Ri. t Y �..:, �. � • ,Y ^,, ...� � . n.-•., ' � ...- tf•.. �R 'gym , �4 ? .�. ,, ...h! .. ..•:.,_r ..., .... S, r- .. F ., . ,i! ,. +� , . r :� +.,o-.., ,. ^> _ - t ,s'..5�i3'` f • � F Ji� .)f.� n yw yA', ;5'^�..,t�. ,. : , "7 >?':. L`',. -!N_,_ A;'!�'';`_A�/,•{��.'^.s.. m:�r ? :'t,:d�lk..c.�ftr't:i;3.�.`. ref:'+;; �„ ai���T.-.... fEE'. wvLr�'. r ,:Jss3.kf..A`.�,'�t'_-:.�aC,.C. +.�s`- 'Tj„n�.- � • aat s' �.:>'. rF..,'.' .�. ?�x..•!3»r�'�.'t:.. - xe;:,Ux>,..t'.. >`- , -''•a a3� r OA s r jr R:,4tFc►IE f. ..(E's) i • a(3.0 • t,C. (4323) W fo.T$ WITH (1) 8.L. (2) 7.V.'s 4. (1)1 tj OVA 25 3 /4 "!• SOW 'CIAC:.6;p 30° HAW ' HANDHOLE DE TAIL SECT ION °E ° E" (457e-6R65) 4 x6' ID NAb',UHOLE RINE ,BEYOND HANDHOLE Q4CIC UP 15A z t ww O IIJI�II!! ili! lIII II:IIIII ililllllilllll0IIIIl 1011 llllllilllll fifllllll GENERAL ; NOTES 1) ALL 41ELDS : SHALL DE IN ACCORDANCE CE WITH AWS DIM. 2) LONGITUDINAL SEAM WELDS IN THE FEMALE SECTION OF. THE SLIP '.id%.NT SHALL DBE FULL PENETRATION WELDS, 3) 'F'OR' PROPER SHAFT ALIGNMENT. A 2' I'c1RIZEINTAL' VELD DEAD AND A MAIM NUNIER ARE POSITIONED ON EACH SHAFT ;,•'T EA,'CH SPLICE. THE L' 'HORIZONTAL ORIZONTAI. WELD BEADS ARE [Ad HATCHING CORNERS. THE K/llaM( I ER IS ON AN ADJACENT FLAT. THE I-EIRIIONTAL VELD DEAD COMERS SHALL ' DE ALIGNED TtP YIl DOTTIJ4 OF THE POLE. PATCH NumERs SHALL BE MATCHED FOR EACH SIDE. 4) . FIELD ASS2 M tY MIS (1' DIA) ARE LOCATED ON OPPOSING SECTION FLATS ABOVE AND BELOW SPLICES FOR JACKING SHAFTS TOGETHER.' S) THE ' BOTTU M I THE UPPER SECTION SHALL DE 'TELESCIPED IN THE FIELD TO WITHIN 1MI!° OF THE VELD ORIENTATION NARK IN TWZ LINER SECT i. 6) A SLUT 1 1 /R' X 9° IS REQUIRED AT THE TOP OF THE ,110thle4 SECTION AND AT Of BOTTOM OF THE TOP SECTION Fly HANDLING i?LT"tING NUZING 7) . POLES GrV SHALL BE HOT DIP , GALV. 'AFTER • FABRICATION' AND THEN PAINTED TO AT&T SPECIFICATIONS, `'COLOR : T ; BE `'' "BLU GRAY f." MUNSELL 5B 7/2 8) `POLE TAPER = :.b. RECEIVED CITY OF TUKWILA ' JON 1990 PiRMIT CENTtR REF. DWG. THIS DRAWING IS CONFIDINTIAL • AND MAY NOT IN! LOAN , IS. 1 iCI'Io, COPPED MAIM Y ®It iN ED MT, O P% IN ANY MANNIft W)nIOUT O PORI STRUCNNtiti, Alt RIGHTS Of C INVINTS0f4 ADD .' ITEM QTY U M PART NO, •■•••••••••■•+■••■■•••■.•■•••4 DESCRIPTION 59 300 368012-14 „..........-,........................ INSULATION, R-13 FIBERGALASS - BATT 60 61 7 5 EA EA W21272 4 x 11 x '1 178" T&G PLYWOOD SUBFLOOR 367954-71 . u . CABLE LADDER 12 TUB.SB 9 , -8 • 5 LG , . LG. NEWT ; 2003-21 OR = 62 7 EA CABLE LADDER 18" TUB.SB 9'-8.5" LG. NEWT ; 003- _3 OR 63 64 65 67 68 2 4 Iffilln 24 1111 1111111 A EA EA EA EA al IIII 2 EMT COUPLING ANGLE 2"x2"x1 4' x3" AS REQL/IRED AUX. FRAMING CLIP NEWT 3031-1 OR .---- AS REQUIRED HANGER BRACKET CABLE LADDER 36/954-45 AS REQ'D WIREWAY 1' LG, 4"x4" 5 LG. 4"x4" WIREWAY 69 EN 71 IF. 10 EA EA CLOSING PLATES WIREWAY CKT Bf':‘,'KR 20A-2POLE 12 FT 3 4 SEALTITE CONDUIT 72 8 EA 3 4' SEALTITE STRAIGHT CONNECTOR 73 1 EA 367974-3 WIREWAY CONNECTOR IIII IIIII 1111111111 INN= MIN INN MINIM mill11111111 111111111111111111 3679-4 36 367986-165-1 367986-40-1 021410 021430 367986-4 368016-4 367999--32 567952-22 367964-1 367961-36 367981-1210E-1G 379890-10-1 379890-7--2 366250-7 I 367960-.-65 1200A 367960-65-1 367956-22 ..... I SHELTER GROUNDKIT' A/C MARVAIR #AV1 W/5 MIN, DELAY, LOW AMB., CB, 5KW A/C INSTL. KIT, INCLUDES GRILLES STANDARD DOOR INSTALATION DRAWING REF. 367981-115) DOOR, GRAY 3X7' N.H. 18GA MORTISE PREP 01 HINGES BALL BEARING LOCKSET SARGENT RHRB MORTISE 3 THRESHOLD, 11 8 FLOOR W/TILE 'DRIP CAP 40" REESE J/R201A 1 DOOR STOP17991 -13 LITERATURE HOLDER1379902-108 SURGE ARRESTOR L.P.C. APC-20203 BREAKER ENCLOSURLSLIACL23225NS BREAKER 20 DISTRIBUTION PANEL 1 PHA SE 200A40 SO-D Q040M200-1021" BREAKE1115E121 BREAKER 20A/120.12.0 • BREAKER 40A/240V SQ D#00240 _ EXR TEIOR LIGHT HARRIS 300 INTERIOIR FLR, FIXTURE #C2468 8"X12" NE.MA_1 BOX W/HINGED COVER "66" ALARM BLOCK 25 PAIR #66M1-25 ALARM BLOCK CLEAR LOWER 566MC4 - THERMOSTAT DAYTON #2E206 DOOR ALARM UNIMAX SWITCH (367959-1) 200A MANUAL TRANSFER SWITCH 200A GENERATOR RECEPTACLE APPLETON GENERATOR RECEPTACLE aBox APPLETON #AJA52O WIRE #3/0 BLK THHN WIRE 1 PAIR #22 SOLID ALARM 367999-33 'ELBOW TYPE LB 2" COVER MARK 9 367999-34 ELBOW TYPE LB 2" GASKET MARK 9 367961-8 TIMER 15 MIN. DAYEN j2E269 2" ALUM. RUNNING THREAD 1 1 2" EMT CONDUIT. WALL PANEL FRP STYLE "A" 48"W R-12 WALL PANEL FRP STYLE "B" '48"W R-12 WALL PANEL FRP STYLE "A'' 35 1/2"W R-12 x 11' x 1/2" FRP PLYWOOD , #AR20044 367956-11 VVIRE #2 BARE STRANDED COPPER 367964-14 GROUND' BAR 4"x20"X1/4" (EXTERIOR G.B. )NSTALI.ED ON C.O. 368015-2 SPLIT BOLT CONNECTOR WAVEGUIDE PLATE, 12 PORT 4" DIA. (INSTALLED ON :C.0. LEVEL) SEALING CAP MICROFLECT (INSTALLED -ON C.O. LEVEL) 367974-39 ' 367974-36-2 D21490 NOTES: 1. FASTEN STUDS TO WALLS WITH RAMSET NAILS. USE TAPCONS IF WITHIN 6" OF ANY OPENING. DO NOT OE RAMal__T_QN cf2,,EQ, 2. TOENAIL CEILING STUDS TO TOP OF WALL STUDS AND FASTEN AT CENTER WITH CUP ANGLES AT 3 CENTER TO CENTER MAX. CEILING STUDS WILL TRAVERSE THE BUILDING WIDTH. 3. REFER TO BILL OF MATERIALS FOR QUANTITIES. 4. PLYWOOD SUBFLOOR : USE 2" RAMSET NAILS AT 2'-O" 0.C. AT PERIMETER AND CENTER OF EACH PLYWOOD SHEET. RAMSETS SHOULD ONLY BE USED IN THE CENTER OF THE FLOOR RIBS. ME 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. USE QUICK FILL TO LEVEL UNEVEN JOINTS. 5. USE PANEL ADHESIVE ON ALL CEILING STUDS. USE FINISH NAILS OR STAPLES @ A MAX. OF 1'7-0" CENTERS TO - HOLD PANELINC 'TO STUDS AT TRIM MOLDING. 0€ 6 Z ee LZ 9Z 9Z 4"x4" JUNCTION BOX PI 20A 125V SINGLE RECEPT. IN A 4"x4" BOX 20A 125V DUPLEX RECEPT. IN A 4"x4" BOX r a 20A 125V DOUBLE DUPLEX RECEPT IN A 4"x4" BOX C.,21 20A 250V SINGLE RECEPT. IN A 4"x4" BOX R3 20A 125V SINGLE - RECEPT. IN A 2"x4" BOX ......-." LI 15A 125V LIGHT SWITCH IN A 4"x4" BOX ID 2 125V LIGHT SWITCHES IN A 4"x4" BOX 15A 125V LIGHT SWITCH IN A 2"x4" BOX 0 HINGE COVER BOX (HINGE TO LEFT IS SHOWN) • illiiiiiiiiiithiffilltirrrilM71111}1117171111rilfrifttrrir r ir li '; 1 .- • - I , 1 11 it )y111111 III 11111111 2 'I 3 4 5 6 7 9 ' 9 10 NOTE: If the microfilmed doclment is less clear than this . 1 , • notice, it is due to the quality of the original document. ! - 0 1 73 • ez ez iz oz st St 41 91 Gt '11 El Z1 • 1.1. 01, 6 8 L J 9 G 4 7 E Z 1 rot 0 I iiildifilliitillifilliiilliikihiiihniliiillinillifilifilliiiiIiiillidniihtilidifilliiiilliilliffilinilltilliiiiinilliiiiiiiiiiiliilidililliiiiiiiilliiiillidiiiihriilliOniliiiiIiii111110 1 411 glxisvagmamiogmint mt vm ;;Aogw,gtfgyfn-igref,vtFtfi ...,:,....:44,,„.„..„.,:„....„;:-.....,..„;,-.....„4,...::....„...:......,...,..„ , A62i,;..- , 1 , ....;,,Z i ",:!•,; ' 7 ,0. -...........................—..................... . NOTICE: The drawings ond speclfieotions ore the property of ANDREW CORPORA All information contained Wein which is not known generally in the field of ANDREW thColl be confidential except to any extent to whkh it Is ttAablished to hove been known PrarkhnlY from soUrcee other thon ANDAEW. Theta drawings and specIficotIons may not be reproduced. copied Or used as the boils Co r the monufocture or sole of apparatus without written permission.. 2"x3" OUTSIDE CORNER TRIM \ WHITE CAULK r . DOOR FRAME , X LH OR RH 4 . 1. 4 ,•;•`•• DESCRIPTION REVISED KNAT REVISED PER OS111888 REVISED PER DCN #1891 u ll.r.....;01.4:0174,41,17.7.r.r.....zzuvro AN, .. . air DRAM J. WARD CHECKED A' PO • •t. ENGR "— PROJECT ENGR. J. PAULEY APPO 1.41 2"x" LUMBER Z1/2" ARCH. (1 PIECE) PANELING 4' O.C. TRIM AT SEAMS . FIBERGLASS BA TT INSULATION R-13 CONCRETE ROOF (1 LAYER) FLOOR TILE UNLESS ORiERV1SE SPECIFIED DiMENSIONS ARE IN INCHES(M) wzomr rier o kri ce r Xmatirrieneterenseenececacw.wiarrirairwriwArrwArrerairZr REVISIONS RECEIVED CIWOFTUKINILA JUN 0 8 1990 PERMIT eiiTER ANDREW CORPORATION • 2701 Mo)hiff Road Denton. Tx. US 76205__ Teiephona:, (817) 566-2400 FAX/ (BU) 381—et88 PACK --UP MATERIALS . - yi, { N ADDITION TO I'T'EMS FROM PACK-UP INSTRUCTIONS) :.366002480 367986 114 3799O2' 162_ ---10 368024 - 2 367954 -81 367954 -- 71 E M SHELTER TAPCON SCREWS (�PKG OF 12 ) DISTRIBUTION PANEL COVER QOC40US FIELD SET-UP KIT. MISC. TIE DOWN KIT 4-PLATES W HARDWARE CABLE LADDER WALL, MOUNTING BRACKET CABLE LADDER 12" 9' -8 1 2" NEWTON { 2003-21 OR= RESPON PARTY 'ITEMS CHECKED MUST BE '`INSTALLED AFTER ' DELIVERY OF SHELTER. ANDREW CUSTOMER REFER TO OWNER'S MANUALS AND /OR DRAWINGS INDICATED. .. v ,�_�_.. v TRANSPORT. SHELTER TO SITE OFFLOAD SHELTER SITE X TIE -DOWN SHELTER TO FOUNDATION IF ` OPTION ORDERED v v INSTALL EXTERIOR ' LIGHT LENS AND BULB DESCRIPTION �k. a k.... r {'•S+. eat ..s5... �!�. SCRAP SCRAP nr. REFER TO RESPECTIVE SALES ORDER DETAIL TO DETERMINE IF OPTIONAL SERVICE WAS ORDERED. 1) ITEMS BELOW MARKED WITH AN "X" APPLY TO THIS SHIPMENT. A) REMOVE AND PACK THE FOLLOWING LIGHTING ITEMS: QTY. LIGHT BULBS QTY. ACCESSORIES EXTERIOR LIGHT �. 16 TAPE INTERIOR FLUOR. LIGHT BULBS IN PLACE FOR SHIPPING. REMOVE AND PACK THE FOLLOWING ITEMS: QTY. DESCRIPTION 4 4 LONG PIECES OF . CABLE LADDER W HARDWARE & BRACKETS I EXTERIOR GRD. BARS IF LOCATED ON SIDEWALL. C) SECURE (QTY.) STEEL DOOR(S) WITH MORTISE DEADBOLT. . 1..1 . D) EQUIPMENT LI A HO p��S AND OTHER PERTINENT INFORMATION ) DRAWINGS IN DRAWING LIST MARKED WITH AN ASTERISK ( *) ARE TO BE INCLUDED IN THE SHELTER PACK-UP MATERIALS r gip � 2'� "l' .:i � ft� dN � y t ...• ... �..l+Y4ct. REFERENCE ITEM OR DWG/# 'ti`i`.r�ic7 -N IIIIfl I , ` I `I: I j I `i'II`'[IJI I 11111 111 I 11 III I i I I I I 4 5 6 NOTE: If the microfilmed document is less Clear' than this notice, it is due to the quality of the original document. LZ 9Z 5Z hZ eZ ZZ t 0? 61. St GL 9$ 2 til £ ZI • ll 6 6 8 t i lll!II a l lIIIIIII Ii1III iINII l' iinlIIIIIII III IIIIIIII1h1l llli( IIIIIJill I! IIIIIIIIIIIIIIIIIIIIIilllllltI !IIIIi1 IIIIIII IIIII °%=k,' ''S' '' Z','•; af' l ,'r.< rv. ,,.. 'ri' , >�.r, ss r' •:.z ;-;� hf.;.a. z . K .. ,r , ^ ti X. a . ,,v.,a`y su ; "FF �c " y c,.. x'Wrls'.. : " e W.t �':ti Y y. f ' �r '+�� . Z � A''r' F . �_. u .,�,. r „ y rx Y . v' y i75� . >f�,3c NOTICE: These drawings and spsdit property cottons ore the y of AREW CORPORATION. A8 informotign' contained herein *Nth Is not krw+on 4ei woolly In the Aoki of ANDREW shall be confidential to any *stoat to which It Is established to hove been knarai prsvfoutly from sowaos other +than ANDREW. These.dro»k►ps and epsolecotkns may not be reproduced. ccplsd :or. used os the basis for the manufacture -or wee o} apparatus w ithout written permission. £ - t. ° ;s'�,. r� ..e�; l� ...:�"� #� '''�I. -si, i �.,r.l.!; ! ':t X�.:— ti.•�y -. y ♦ ... .tl f : , .� u > Z l ww0 IIIIII IIitIIIIIIII!IiIIII FCS1228.51 -99 DESCRIPTION RELEASE ' TO PRODUCTION 1 OF 4 2 OF 4 3 OF 4 4 OF 4 D BILL OF MATERIALS INTERIOR DETAILS D EQUIPMENT LAYOUT D ELECTRICAL SCHEMATIC CABLE LADDER DETAILS 131DG. OFFLOAD CABLE OFFLOAD REFER TO L- 001- -2 FOR ITEMS REVD FROM CRANE 00. C TRANSPORTATION DETAILS C . ,K :,LIFTING DETAILS INSTL. DETAILS APP! IES ; IF OPTION ` ORDERED STD #FOUNDATION DET.' ILs .BLDG: -TRANSPQRTATI N SPECIFICATIONS WIDTH : 12`-4 1/2" HEIGHT : 9'-11 "1/2" WEIGHT *52,000 APPROX. FROM FACTORY. *IF RADIO, EQUIPMENT ' INSTALLED' PRIOR TO SITE, RADIO' VENDOR TO SPECIFY ADDITIONAL WEIGHT INSTALLED. • CB13 • s 6Z Be LZ 9Z SZ bZ jEZ II�lIIIIII IIiIIiI{ Illillil {11111lIIIIIIIIII {IIIIi�IIII I I 'C.;i; s r 1.1 1 �'x�a Il {, a , � � y acv.. a^c:i7C, TIE WRAP FLEX CONNECTOR. , TO FLEX CONDUIT (TYP) RECT }4 9 & 10 RECT 6, 7, & 8 • ( I I I ' I T E I I ` I I 1 f I � 1 1 1 1 : 1 : 1 1 1 1 1 1 I ill h I al , 1' ... I I(I .. 4 5 6 7. 8 NOTE: If the microfilmed document is less clear than thia notice, it is duce to the quality of taa original document. ZZ t o 61. 81 Lt 91 GI 7t Et Zl t6 O(, 6 8 IIl1{ IIIIIIL IIIIIII' 1111 I h��iII II I�I IIIIiII{ IIIIIIIii{ ililli111111II�IUIIlillllIII {IIIIII!IIIIIIIIIIIIIIII I �IIlIII II�IIIIIIIIIIIl�IIIIII ' 3 �'` >i.., .. ;w. 'Y • 4 ,)y' "'� t ?�:� + {rie':�h`� ° i:�"i' �.4+l,YF`ta L ;r -? Viz; i r . 4. �a.cu r 'CF -- - ""' f . f5: ✓� ssrR tN�T. 1 9 S E Z 1111: III�II _I!III►1IIIIIIIIII�111111lI I IIIIIIIIIIIIIIIIII!I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 11 . I 10 11 "E 1 GERwun 12 44. .�d61f":2w:m�ak NO TICE;: These dro lugs and opeelficotior.s or the pfoperly ofANDREW CORPORATION. AU" intorrnalian contained hertz which Is not knonin 9enerolly to the, field of ANDREW shalt b4 coniiclsnliol except to ony extent to which it Issetobltshed to hove been known ptetlousty from source* other than ANDREW. ' ; These drawings gad spstifcotions may not be reproduced, copied or used as the betti for the nionufactvre or sole of apparatus without written pentagon,. 1. BUILDING HAS EXPOSED ' AGGREGATE FINISH, 2. FLOOR HAS 1 1/8' T &G PLYWOOD W/ 1/8" INDUSTRIAL GRADE TILE COVERING. 3. FIBERGLASS-FACED PLYWOOD. INTERIOR(' W/ �. WAVEGUIDE PLATE INSTALLED ON CHOSEN ENRTY WALL A", B ", C OR "D". GROUND :BAR 'INSTALLED, CENTERED UNDER WAVEGUIDE PLATT, DE$C.FIlPncN ++ r INSULATION R -12 R-12 WOOD SUB FLOOR ra: rec;��it1 T:: 1.' ALL „WIRING'' TO BE IN ACCORDANCE WITH THE LATEST' EDITON OF THE NATIONAL ' ELECTRIC CODE. 2. WIRING AMPACITIES BASED ON 86 DEG. ' F ` OPERATION (ART. 310, TABLE, 310-16) ACCORDING TO THE NATIONAL ELECTRIC CODE. 3. ` ALL ; WIRING TO . BE #12 THHN UNLESS '' OTHERWISE NOTED. 4. ALLNEUTRAL .WIRING TO BE WHITE UNLESS OTHERWISE NOTED. 5.' ALL GROUND WIRING TO BE GREEN UNLESS OTHERWISE ° NOTED. 6. CONDUIT tO BE EMT UNLESS` NOTED. MINIMUM SIZE. OF CONDUIT AND FITTINGS IS 1/2 OR AS NOTED. UPSIZING IS PERMITTED. 7' ALL BOXES, CONDUIT, LIGHT FIXTURES AND ELECTRICAL EQUIPMENT TO BE , +/- 1" UNLESS OTHERWISE ' NOTED: ALLOW A + /-- 2" TOLERANCE. ON ALL BOXES OR RECEPTACLES 6 "x6 "' OR-SMALLER '' UNLESS OTHERWISE' BOXES OR RECEPTACLES 6 "x6" OR SMALLER SHALL NOT BE INSTALLED ON PANELLING TRIM. WAVEGUIDE,' PORTS, WAVEGUIDE PLATES AND CABLE LADDER HEIGHT FROM FLOOR : 417-1/8" UNLESS OTHERWISE NOTED. BONDING SCREW. TO BE REMOVED ' FROM DISTRIBUTION PANEL UNLESS OTHERWISE NOTED. ALL ALARM WIRING- INSTALLED :BY9' ANDREW 'IS ASSUMED TO BE CLASS II ::WIRING PER ` NEC : 725 UNLESS OTHERWISE SPECIFIED BY THE CUSTOMER AND NOTED ON THESE DRAWINGS. CABLE LADDER' GROUNDING AS REQUIRED BY NEC 318- 7 AND 250-33 SHALL BE INSTALLED BY: ANDREW a CUSTOMER NOTES: EMER NORM AC #2 SPARE 1, 19 0 0- 21` 22 39 40 IA 111 11 l l I l hltI'I [RI I ' I I I I I I ( I I I I It 11'11 1 1 1 1 I : 'I' I I` 1 I L • I I l l 3 4 $ r NOTE: If the microfilmed document is leas clear than this . notice, it is due to the quality of the original document. ► t Oc 8Z ee Le 9e SZ 4 7e £Z ee lZ oe 61 81 Ll 91 5l, hl El el 11 01, 6 I IUIIIIIIIIIIt itlII IIIIIII II !IIIIIIIi!IIlIIIIIIIIIiillll, 111111! IIIIIIIIII (I��IIInIIIIIInIIllllllllll II ; ii' i i,I i t� I „�� �I � l�tll �...: : s :;: •.. � . ..,d:/y . { , y^' ,�,.� ' +'C"n^ r.....�..r ll I II IIIIi III (I IIII� �Il �ai1 ' � ,X. �eAr: ..:i Y, l r! �1 iktL I I I;I I I 1 ( I I . 1 ( 1 ( 1 1 1 1 P1111 I . I , I I L I I I i I II l 1 I I 1 I I I 9 z 10 11 Muoewe"ANY 12 4 { 8 9 Z 1 ww O III; f'U!lI il'� tiii;lifhI 11; 11llliih iUIIIIIII!! IIIIIIIIIII IIIII NOTES: 1. ALL ALARM WIRE TO BE 22GA SOLID. 2. ALARMS WILL CLOSE IN ALARM 'CONDITION UNLESS OTHERWISE NOTED. ' 3. WHITE ` MAY BE SUBSTITUTED FOR RE D ALARM WIRE. 4. LABEL INDIVIDUAL ALARMS AS LISTED. 5. CONNECT ALARMS TO LEFT SIDE i- OF "66" BLOCK AND LABEL. Ea w J Q Z W F- NOTICE: The drowk os and specifications ore the` Property of ANDREW CORPORATION. MI Information contained herein which is not knoKxt 9e. ers�+y to the field of ANCRt_W tIolt bo canfrdentld except to eny extent to W kh It Is estotitshed to hoes boon known provwousty Boureso, other that ANDREW. These 4rowtngs and epeciffl:ations moy' not be reproduced, copied or used as the basis for the manufacture or sole of opporahrs without written permission, #10 GRN ;GROUND WIRE PULLED FOR EACH CIRCUIT'' BREAKER. LABEL EACH .`'CIRCUIT. EACH CIRCUIT TO HAVE 36" ; EXCESS WIRE IN WIREWAY PLUS 3'-O' PIGTAIL BEYOND : END ` OF 3/4" SEALTITE CONDUIT. Pi o,Ilcy ENCii. I J. PAULEY UNt.ESS OT)!ERMISE SPECIFIED DIMENSIONS ARE IN INCHES (Mu) DESCRIPTION RELEASE ' TO PRODUCTION POWER FAfL LOW TEMP. itgli DOOR ALARM 14 414 mowe. U — N RECEIVED CITY OF TUKWif:A U N 0 8 1900 ANN J. WARD ,ANDREW CPORA`I1 270$ Ilo�h+lI Road Denton, .x: tf.S.A. 76205 TeteAX/ ph e r (817) � x400: F (17) a rC • LOCK WASHER MOUN'I1C HOLES TO WALL : „USE` LAG SCREWS. )*TE ). JUNCTION #367954 -23 367954 -26 DETAIL 114 /// I /l % / NOTE: CEILING BRACKETS CAN BE ROTATED 90' 1 2” CABLE LADDER FULL PIECE PROCESS: TOGETHER TOGETHER TOGETHER TOGETHER i dr 0 6Z ee LZ 9Z SZ ( 1111! Ili( IIIiI ,III011111 I111111111,�llllllll 1 ' &C C1 AND HANG FIRST. 2 & D1 AND '` HANG SECOND. 1 & B1 HANG. 1 & B4 HANG. EMI REFERENCE DOOR FULL PIECE III , )1 I I'1 , � 3 I:I 1,1(,hh! I,IxI l�- 1 )1 ' I III ! I I ! I` `I I I I fi rr > I 11 III' " I I Ill ` 11 III i 4 5 6 7 8 NOTE' 'If the Microfilmed document is leas clear than this notice, it is due'to the quality of the • Original document. CZ ZZ tZ 0? 6t ' 91 Lt 9t St tit CI ZL S ) IIII111�IiII! IIITIIllll+ iIIIIII�IIlII? II1 IIIIIIllllllIIII iIIItiII IitIII tIIIttii FULL PIECE @ L }} ; UIiiiiiIIIIIIIII11111UIititIIIiIIIiIII !III!Ii�II11111 a {bats a? i tE NOTES: 1 , TOP ,OF CABLE LADDER' IS 7' -,9" ABOVE FINISHED FLOOR. TOLERANCE -0 4-" 1`8". 2. : TOLERANCE FOR LOCATION OF DETAIL A, B, D,., E IS ±. 3/8". /3\ LOCATION TOLERANCE FOR CEILING SUPPORTS BRACKETS IS r 4' ADD CABLE LADDER END CAPS AT = �• ALL EXPOSED ENDS OF CABLE` LADDER. N0110E :. These drama and epeclliootbns ore the property of ANDREW COlPCRADON. Ah Information conta:►ssd W ein which la not kno+sn ycterody to the kid of ANDREW ehol: ba'teanfsdsnUoi excedit, to any extent to sfslch It IS eatubllehed to have bean known prerlouty from a ads of apporet eourua other the ANDREW -r These drownpi and ep4oifltst du0. 'cogged may not be feproodapled of used es the bashfor,.the manufacture e without written permireest, ww f l II I!I IiiiI II1111U IIIIIIIII IiIIII iIIIiild N it PROJ CT ENGR. J. PAULEY P?BVISIONS 8" CABLE LADDER , . St . :. � w tSE1413L.Y MARKING EDURE EACH INNDIVIDUAI. ASSEMBLY SHALL HAVE A METAL TAG '. OED IT WHICH WILL BE ENGRAVED WITH int ASSEMBLY MARK NQ. AS SHOWN IN THE MA\( ERIAL BLACK. (MIN, orp 5/8" HIGH LETTERS) FOLDED PL. STEP (P.E,I. STD, ND. GS50035) ,3k.ACCESS PORT DET4 F.Ar5 CL SPLICE 1' DIA, (A325) JACKING HEX NUTS WELDED OVER 1 3/16' DIAL HOLES IN SHAFT @ L/L FLATS 3 & 9 (TYP EA SPLICE) AIMWl4 ISLE S U CLIP POLE STEP AND " CLIP DETAIL CL SPLICE - 3 I 0.0 ACCESS IoR r a. FLIJT 3 t 4" ' "I D H4NOHOLE FLAT ° 47 n set- Pt.igeoPm 2' HORI?_. WELD BEAD @ CORNER OF FLATS 4i 1 & # 12 FOR POLE ORIEN. (TYP EA SPLICE) (SEE DETAIL 1) 9' X 24' ACCESS OPENING W/ COVE R ( TYP. 2 PLACES) C! CORNER op' FLAT 3 V/0 TACK 14' 5/@' MIN. HT. STENCILLED LETTERS (TYP, AS SHOVN 8 TOP IT PL.) 30 DEG. ( TYP,) 13' 6 i / 1•.- - -' (12) 1 1 /4' D1?. HOLES ON A 25 3/4' DIA, B.C. It 30 DEG.„ PL. as 1AE' l)IA. x / CA5aa -GR6O QRPLI AIL PL. 4' X 5/8' (A572- -GR65) REINFORCING RING . „. ,f4,1 //id v1 11111111 , 1((II{H 1 1111 1 11 -.� >T II . I., 11111111 ' Ij Tf 1 I1 I IIl f ° 1jI 1 1 I� T 1 1 l I1 I` �..' I ; ' . 2 3 4 5 6 7 NOTE: Lf the microfilmed document is less clear than this notice, i is due to the quality of the original document. p£ 6Z Be LZ 92 92 fi ez 22 Lz OZ 61. 91 LI 91 51, VI, IL et zl , 01. 6 11111 llll i111111ll{ IIIIIill Ilillill► llll! IIIII !lillilllllll'lllll!IIIIIIII {! III III! I (I' ll { I ! ►I �I ! I I ``I ► ii i .....� �•..L.. , .. ! � !� �II!I !) III ! IIIII�III, II Is�I! i! i. IIIIIIIiIII,. l�iLI LII!,, .IIIIII�III,IiIIlIl�llllllll111 I!!i!�i,nl!,!II!!3!I!II11!! ►! . , e" .''. fk� �r. '�,.➢`-', r.:.:.r ,Q'�d a x ;,, . Y .' a , , ;±.•;va, y ..�. �.� . .v ' '1" 7 v ,..r, 3y+. �r •... �. !A c !:'.y.'� : r' ,.✓. .?Y; , '!. t.ry r! " t Fy r 'F�e:3 Vin, ,. :�' : .. ✓u,. ,' .�. n,, r* �.`1, .'5 - �� , - ,....n�,;F' . {...:.t , t „... , .k f�rr -'r�u >V✓j:� � ,. �l,X Yd�T ; � , �,.,� F . A �. v '� � r t'�''.; rr. � ,'C� -, S, .,.:�3�L� . �It�_�+.. ;sS'.. �:..�w3+S_ cam.. < . r . .. ,. •�.c�"x' <,s; .S =�S � = �:.k_.,J::44; -.�:- [MEMO ItITAL OLCLiNC ('tTflCAL ti LADDER ASiRpLT .I( NOTE B6E >10Mf13 56 0/Cid4ROINC. OWC. CS44240 ?alr 441,01 tiCMA (. pt,t fo ', fI, w1,,B . '()2)' 11 ( S O:cj " LC. (A325) ilia &WS MITE 0) N.N.. (2) r.w.!s 4,( oil A 25 S /4" A BOLT CIRCLE t 30' APART. REGISTE:(ED ARC CI H� J. Sw0800/I SAT OF WASHINGTON CON/Eli F FLAT i HANDHOLE DE TAIL I lANUHJLE BACK UP BAR By .. . . . . .............. . ................. .......... .. Date....... Per`" mit No.......:...1 • _.. J ! I11�Il�IIIII��! il!I!I�IIniIIIII!IIIlillullill! PLA7"POPM DETAIL RO Nl PAD DETAIL 11 WeiNeataANY 12 FILE COP I understand that the Plan Check a subject to errors approvals are sub T and omissions and approval of p A . lans does not authorize the violation of any {� adopted code or ordinance. Receipt` of contractor's l copy of proved pions acknowledged, " t'. 4 e AERIAL PE.ACON aoLn ipo ?LATE (3oc.3 TO I E DRILLED AS REQUIRED TOR 61.3 Jo DA$11 GALV. WT, ea 472.4a 6950035 6W 5ooe7 GCB 20870. Gs /aeeo GS12962 TOTAL. ' GALV. /PAINTED STR. WT. _/04:0.8 TOTAL ANCHOR BOLT WT._ .r w..r._.. a P. O. Box 6261 Structures 6.546/34 bwNJiLW DATE_ai4GSr-1 ..{.O SCALE I.T.S. CHIC .,__, oATt LOWE4' ;?4tDv /CE SAFETY thitill3 DETAILS omorpossmawmatemantannommesugo 4.19co Ti® e Am Ir 7) POLES SHALL BE HOT DIP GALV. AFTER FABRICATIOPN AND THEN PAINTED TO AT&T SPECIFICATIONS, SPECIF- ICATIONS, COLOR TO BE BLUE -GRAY MJNSELL 5B '7/2 • 8) POLE TAPER O. /884 - RecEIVED CITY OF TUKWILA JUN 181990 PERMIT CC:IVTER c 4 X6Z i LD, NANOHOLC / uP 8AR 8 � � x e4 LC, G, H,H.C,S. GENERAL NOTES 1) ALL WELDS SHALL FE IN ACCORDANCE WITH AVS DII. 2) LINGITUDINAL SEA)( WELDS IN TIE FEMALE SECTION OF THE SLIP JOINT SHALL K FULL PENETRATION WELDS. 3) FOR PROPER SHAFT ALIGNtENT, A 2' HORIZONTAL VELD LEAD AND A NARK NUMBER ARE POSITIIJED . ON EACH : SHAFT AT EACH SPLICE. THE HORIZONTAL VELD BEADS ARE CPI MATCHING CORNERS. THE NARK NUMBER 1S ON AN ADJACENT, FLAT. THE HORIZLINTAL 'WELD, LEAD CORNERS SHALL BE ALIGNED TOP TCI KITTEN OF THE PULE. HATOI NtJNBERS SHALL DE HATCHED FOR EACH SIDE. 4) FI%LD ASS'lOa(1LY' NUTS Cl' DMA) ARE LOCATED ON DPPUSII1G SECTION FLATS AD27VE AND KILN/ SPLICES FM JACKING` SHA7 TS TOGETHER. 5) THE DUTTON OF THE UPPER SECTION SHALL BE TELESaWED IN THE FIELD TO WITHIN 1W Elf' THE WELD IRIENTATIIT! NARK tel THE LOWER SECTION. 6) A SLOT 1 1/2' X . 4°' IS .. REQUIRED .AT THE I P LY THE' liLTTTTJ4 SECTION MID AT THE BOTTOM' O `THE TOP SECTION FOR HANDLING DURING 6A.VANIZING. SHAFT ASSY, (B SECTION) COVER PLATE ASSY. REF. DWG. THIS ' DBAW1NO IS CONFIDENTIAL AND MAY NOT ,tai LOANID, &fi. p*oouCED, C('i1ID lETRE 'WHOLLY ost IN mta, ork MX= IN ANY MAUNtt WITHOUT ' HS WRITTSIN CONUHT OP POWat ST*iuCTul3, .- ALL EOM'S OP DEION flB INVINTION I ` G DIVISION t,!