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Permit EL07-162 - T-MOBILE
T- MOBILE 3118 S 140 ST l ELO7-1 62 Parcel No.: 1623049159 Address: 3118 S 140 ST TUKW Suite No: Tenant: Name: T- MOBILE Address: 3118 S 140 ST , TUKWILA WA City•uRif Tukwila Owner: Name: RIVERTON PK UNITED METH CH Phone: Address: 3118 S 140TH ST , SEATTLE WA Contact Person: Name: DENNIS PATTERSON Phone: 253 882 -8076 Address: 4619 PACIFIC AV , TACOMA WA Contractor: Name: EXPERT ELECTRIC INC Address: 4619 PACIFIC AV , TACOMA WA Contractor License No: EXPEREI008LF DESCRIPTION OF WORK: UPGRADE EXISTING SERVICE TO 600A, ADD 200A POWER TO NEW T- MOBILE CELL SITE Value of Electrical: $9,481.00 Fees Collected: Type of Fire Protection: National Electrical Code Edition: 2005 Electrical Service provided by: SEATTLE CITY LIGHT Permit Center Authorized Signatur I hereby certify that I have read an governing this work will be complie Signature: doc: EL - 4/07 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us ELECTRICAL PERMIT Permit Number: ELO7 -162 Issue Date: 06/05/2007 Permit Expires On: 12/02/2007 Phone: 253 471 -1009 Expiration Date: 06/06/2008 $307.50 Date: aPlosio ed this permit and know the same to be true and correct. All provisions of law and ordinances th, 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 and obtain this electrical permit. Date: Print Name: T t €ro 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. EL07 -162 Printed: 06-05 -2007 Parcel No.: 1623049159 Address: 3118 S 140 ST TUKW Suite No: Tenant: T- MOBILE 1: ** *ELECTRICAL * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: EL07 - 162 Status: ISSUED Applied Date: 05/31/2007 Issue Date: 06/05/2007 2: A copy of the electrical work permit shall be posted or otherwise made readily accessible to the Electrical Inspector at each work site. 3: Approved plans shall be maintained at the construction site and shall be readily available to the Electrical Inspector. 4: All electrical work shall be in accordance with NFPA TO - NEC, and requirements for electrical installations, Chapter 296 -46B WAC. 5: When any portion of the electrical installation is to be hidden from view by permanent placement of parts of the building, such equipment shall not be concealed until it has been inspected and approved by the Electrical Inspector. 6: The issuance of an electrical work permit shall not be construed to be a permit for, or an approval of, any violation of the provisions of the electrical code or other ordinances of the jurisdiction. Permits or related documentation that presumes to grant this authority are therefore not valid. T: Any change in the scope of work described by the electrical work permit shall require additional work permits. Where approved plans have been issued, revisions to the plans and additional review may be required. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: doc: Cond -Elec Date: ! I ©2 EL07 -162 Printed: 06-05 -2007 SITE LOCATION CITY OF TUKWIL'' Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 httn://www.ci.tukwila.wa.us ELECTRICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Prints* King Co Assessor's Tax No.: ( 2 W — " L tcl Site Address: �Jl� } J I�f jl/�l /_�l (, Suite Number: Floor: Tenant Name: 7 - � i 4, k� New Tenant: kt Yes ❑ ..No Property Owners Name: A))614 4;r3 ff a";74 f2 { JD� l t$7 1 c/ iR'GJr S/ S Mailing Address: r /. /Wi $7� FGL/l /�R ie.1 77/e' CONTACT PERSON - Who do we contact when your permit is ready to be issued Name: 2). ;.2- i 14'1 4" At Mailing Address: V:4,9' /�?� Day Telephone: X ..5 ' r W pro 7t State Zip '- 9 -� 7f/ E-Mail Address: • .,%r aL. � . � �ax Number: � I D , Afi ' ELECTRICAL CONTRACTOR INFORMATION , -- 4. , Electrical Permit No. IT/- Project No, (For office use only) Company Name: .>C eAr' F/4 r.7 1r . Mailing Address: r, yef9 ,G/Ti )94f 7?.f.c./ i . j✓129 92#70" City stew Zip Contact Person: be j/n1/bi r Day Telephone: E-Mail Address: Fax Number: Expiration Date: l`t9/F Contactor Registration Number: j .mac Z40 �l_rf Will service be altered? J ' Yes ❑ No Adding more than 50 amps? Yes ❑ No „ Nt Type of Use: Tvue of work: te New ❑ Addition ❑ Service Change ❑ Remodel ❑ Tenant Improvement ❑ Low Voltage ❑ Generator ❑ Fire Alarm Telecommunication ❑ Temporary Service Property Served bv: ❑ Puget Sound Energy Seattle City Light Valuation of Project (contractor's bid price): $ �� Scope of Work (please provide detailed information); /',�/?�,et (Xi; p St/G 4i7 ?Me H: Ap1timtioni\F ®rAppli doa.Oa Uno\1.2067 - Electing Permit Appiia i a400 Page 1 of 2 RESIDENTIAL NEW RESIDENTIAL SERVICE ❑ New single family dwellings $140.00 (including an attached garage) ❑ Garages, pools, spas and outbuildings $75.00 ea ❑ Low voltage systems (alarm, furnace thermostat) $55.00 ea RESIDENTIAL REMODEL AND SERVICE CHANGES ❑ Service change or alteration $75.00 (no added/altered circuits) ❑ Service change with added/altered circuits $75.00 number of added circuits $10.00 ea ❑ Circuits added/altered without service change $50.00 (up to 5 circuits) ❑ Circuits added/ahered without service change $50.00 (6 or more circuits) $7.00 ea ❑ Meter/mast repair $65.00 ❑ Low voltage systems $55.00 (alarm, furnace thermostat) j3UILDING OWNER OR ELECTRICAL CONTRACTOR: Mailing Address: o //7 1 4r.✓tr_ L Date Application Accepted: p.' ZJ i H: NppikationelPe ®rAppiicetiomOnIineU- 7007 -Electrical PermitAppii eticadoo bh 11ILI TI- FAMILY AND COMMERCIAL Fees are based on the valuation of the electrical contract. MISCELLANEOUS FEES ❑ Temporary service (residential) $58.00 ❑ Temporary service (generator) $75.00 ❑ Manufactured/mobile home service $80.00 (excluding garage or outbuilding) ❑ Carnivals $75.00 Number of concessions $10.00 ea PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 90 days. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Signature: Date: — e " — ''��� , - el 7 Print Name: ile..rliii 1.t i I .ie l ep na Day Telephone: „ 7/4—r—RP012t, 1.2))6, 9r/i/88' city state ziP Date Application Expires: 01.. 1 � Staff Initials: Page 2 of 2 Parcel No.: 1623049159 Address: 3118 S 140 ST TUKW Suite No: Applicant: T- MOBILE Receipt No.: R07 -01023 Initials: JEM Payment Date: 06/05/2007 09:08 AM User ID: 1165 Balance: 80.00 Payee: DENNIS W. PATTERSON, SR. RECEIPT TRANSACTION LIST: Type Method Description Amount Payment Check 7545 246.00 ACCOUNT ITEM LIST: Description ELECTRICAL PERMIT - NONR City of Tukwila . Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Account Code Current Pmts 000.322.101.00.0 246.00 Total: $246.00 Permit Number: ELO7 -162 Status: APPROVED Applied Date: 05/31/2007 Issue Date: Payment Amount: 8246.00 8972 06/05 9710 TOTAL 246.00 doc: Receiot -06 Printed: 06-05 -2007 Parcel No.: 1623049159 Address: 3118 S 140 ST TUB:W Suite No: Applicant: T- MOBILE Receipt No.: R07 -00976 Initials: JEM Payment Date: 05/31/2007 09:24 AM User ID: 1165 Balance: $246.00 Payee: DENNIS W. PATTERSON, SR. TRANSACTION LIST: Type Method Description Amount Payment Check 7539 61.50 ACCOUNT ITEM LIST: Description ELECTRICAL PLAN - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Account Code Current Pmts 000.345.832.00.0 61.50 Total: $61.50 Permit Number: ELOZ -162 Status: PENDING Applied Date: 05/31/2007 Issue Date: Payment Amount: $61.50 8792 06/01 9716 TOTAL 61.50 doc: Receiot -06 Printed: 05-31 -2007 Prof — Type of Inspection " li A fig s / L/0 7 cr Date Called: Special Instructions: Date Wanted: 6, / P m Requester: Phone No: M 3 lao7-/421 INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 INSPECTION RECORD Retain a copy with permit 0 Approved per applicable codes. lnsm &i7m El Corrections required prior to approval. COMMENTS: ----04)4L. Dat / k 7 El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: ,�_ �; .:_- ' : ki .tom=' -. ,r.� a � COMMENTS: (! o/ —. If ‘r 7 U CELL- S / tr. ( )Q/ /- G- 4:4 /JNA40G qd� e s // " � ` / - 0 O/ - I)&,2 6 rn G /arch !// Date Called: 7 Y O /-- sfawc.• ry . - 61._ s� Date Wanted: C i_ S a, Requester: NN/ AE on Ph No: J 3 F2..._ 5676 Pr�ct: /270 /a .' / - Type Ins n: qd� e s // " � ` / ) Date Called: Special Instructions: Date Wanted: C i_ S a, Requester: NN/ AE on Ph No: J 3 F2..._ 5676 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 •)431 -3670 .Approved per applicable codes. El Corrections required prior to approval. I at . /. 5 /� � �ii)/�6If I A /D7 El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: `Date: - all�T -` . :�'' �. dct7s2- vC^^ r " r � cYS.a ° - 3AY. S._ �i . ...a:.rE "'.e '!�: _ . T3 .: ._ Project: r =/wa F Type of Inspection: � �/ .� VV _ ; S iI/0 7 x 5 Date gi i V Called: Special Instructions: Date Wanted: /7/ a.m. p.m. Requester / Phone No: Inspec,( or) %17/ INSPECTION RECORD Retain a copy with permit INSPE‘ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 toq COMMENTS: l / (- - /0 - ro i/,T 1,oc proved per applicable codes. El Corrections required prior to approval. Dr ID $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee rhust be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: if. "''flr�G►"i'4%''^ .,. _:a , ;.. , s a -- :t.:4. -a 0400/2007 15:12 2538500215 J3. 4. ' / 5. V 9 LEGACY d FILE CO �., Site Number: $E3551C MILITARY & 2711111 permit No. 3118 S 140 ST Tukwila, WA 98168 _ Qenerai Co>nstiaction Not *s or Power In tallation Cojjruction t pt FOR ELECTRICAL SERVICE INSTALLATION the CONTRACTOR SHALL: 1. INITIATE APPLICATION FOR NEW VOICESTREAM WIRELESS SF(RVICE INSTALLATION TUKWILA, WA WiTH THE FOLLOWING: • T "UKWiLA PERMIT CENTER AT 206 431 -3670. • WASHINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES — TUKWILA AT 206 8351000. • SEATTLE CITY LIGHT (SCL) / SOUTH CUSTOMER SERVICE AT 206 -386 -4200 • QWEST CUSTOMER SERVICE AT 206 - 345 -2142. CONTRACTOR SHAL.L,SUBMIT ALL PLANS AND SPECIFICATiONS FOR REViE.,W AND APPROVAL BY SCL CUSTOMER SE.R ENGINEERING, QWEST ENGINEERING, AND WASHINGTON STATE DEPARTMENT OF LABOR AND 1NDUSTRII3"S STAFF PRIOR TO START OF CONSTRUCTION.. INSTALL (1) 600A, 10 TERMINAL CAN AT A MINIMUM SIZE OF 24 "X24 "X24 "(D)ON EXTERIOR BUILDING WALL NEAR EXISTING MTR BASE PER PLANS, SCI. REQUIREMENTS, AND APPLICABLE ELECTRCCAi, CODES. INSTALL (1) 4" SCR 40 PVC CONDUIT PROM THE NEW TERMINAL TO EXiSTiNG SCL POWER POLE #323 AND INSTALL. ON POLE WiTH RIGID STEEL BENDS AND 10' RISER AS PER PLANS, PER SCL CONSTRUCTION GUIDELINES U2 -10, U2- 11.4.4., U7 -I0, AND U7 -10.1. ALL BENDS AND RiSERS SHALL BE R.IGiD STEEL. **NOTE: THERE iS AN EXISTING SCI, U(i SERVICE AND QWEST UG SERVICE TO THE CHURCH BUILDING. PLEASE USE EXTREME CAUTION WHEN WORKING AROUND EXISTING ENERGIZED POWER AND COMMUJNiCATiON UTILITIES. INSTALL (i) 200A, 10,'3W DISCONNECT AND (1) 200A, 10, 3W .MITER BASE AT VOICESTREAM WIRELESS U'i`1LITY RACK. AS PER PLANS. PER A.PPLiCABLE ELECTRICAL CODES, PER SCL REQUI.REMi3NTS, PER VOICESTREAM WIRELESS REQUIREMENTS, AND PER CiTY OF TUKWILA REQUIREMENTS. COORDINATE INSTALLATION AND LOCATION WiTH 8('L CUSTOMER SERVICE REPRESENTATIVE. INSTALL (1) 3" SCR 40 PVC CONDUIT W/ (3) #3/0, 600V CU, THWN, CABLE FROM NEW TERMINAL CAN TO VOICESTREAM WIRELESS DISCONNECT AND METER BASE AS PER PLANS AND PER SCL CONSTRUCTION GUIDELINE U2••1 LEAVE APPROXIMATELY 5' EXTRA LENGTH FOR EACH CONDUCTOR IN TERMINAL CAN FOR CONNECTION 13Y SCE CREWS.. INSTALL (1) 2" RIGiiD STEEL CONDUIT W/ (3)0/0, 600V CU. THWN, CABLE FROM NEW METER TO VOICESTREAM WIRELESS POWER TRANSFER CABINET AS PER PLANS, AND PER APPT.JCABLE ELECTRICAL . CODES. 7. INSTAi.L TELCO DEMARC BOX AS PER PLANS AND QWEST CONSTRUCTION GUIDELINES. 8. INSTALL (1) 2" SCH 40 PVC CONDUIT FROM NEW VOICESTRTAM WIRELESS DISCONNECT TELCO DEMARC BOX ON TELCO H -FRAME TO EXISTING SCL POWER POLE 18323 AND INSTALL ON POLE WITH RIGID STEEL. BENDS AND 10' RISER AS PER PLANS, PER SCL CONSTRUCTION GUIDELINES U2-10, U2- 11.4.4_, U7 -10, AND U7- 1.0.1, AND PER QWEST REQUIREMENTS_ ALL BENDS AND RISERS SHALL BE RiGiD STEEL. INSTALL (I) 1" RIGID STEEL CONDUIT W/ (3) #6 AND (1)(18, 600V CU, THWN, CABLE FROM VOICESTREAM WIRELESS POWER TRANSFER CABINET TO PURCELL CABINET AND CONNECT AS PER PLANS, APPLICABLE ELECTRICAL CODES, AND CITY OF TUK.WILA REQUIREMENTS. A0. iNSTALL TVSS (TRANSt!Nr 50 - SUPPLIED BY VOICESTREAM WIRELESS) ON VOICESTREAM WIRELESS UTILITY V RACK. AND INSTALL (1) W RIGID STEEL CONDUIT W/ (5) #10, 600V CU, THWN, CABLE PROM VOiCEsTLU3AM WIRELESS POWER TRANSFER CABINET TO TVSS AND CONNECT AS PER PLANS, APPLICALILEELECTRICAL CODES, AND CiTY OF TUK.WILA. REQUIREMENTS. RECEIVED CITY OF TUKWILA MAY 31 7001 PEa �I i1TC .N T ER REVIEWED FOR CODE COMPLIANCE NFPA70 - NEC . Cit Of Tukwila ' r 8 : T i kt N. PAGE 05 412. 04/10/2007 15' 12 2530500215 LEGACY PAGE or; Site Number: SE3551C MILITARY & 27TH 3118 S 140 ST Tukwika, WA 98168 V II . INSTALL SERVICE LIGHT ON VOTCESTREAM WIRELESS UTILITY RACK. AND INSTALL (I )' /z'" RIGHT) STEEL CONDUIT W/ (3)1112, GOOV Cu, T1°IWN FROM VOICESTREAM WIRELESS POWER TRANSFER. CABINET TO SERVICE LIGHT A.S PER PLANS, AI'PLICA.BLE. ELECTRICAL CODES, AND CITY OF TUKWILA REQUIRRMENTS. / 12. INSTALL DUPLEX OFi RECEPTACLE ON VOICESTRI:AM WIRELESS UTILITY RACK AND INSTALL (1)' /z" RIGID Y STEEL CONDUIT W/ (3) #12, 600V THWN FROM VOTCESTREAM. WIRELESS POWER TRANSFER CAB[Nt3T TO GPI RECEPTACLE AS PER. PLANS, APPLICA.BLF ELECTRICAL CODES; AND CTTY OF TUKWILA RF,QUTREMENTS. 13. COORDINATE WITH SCI., CREWS TO DE- ENERGIZE AND REMOVE EXISTING SERVICE CABLE BETWEEN SCL TERMINAL. POLE ( #323) AND EXISTING 400A 10, 3W CT -CAN FOR SERVICE TO 3118 5. 140 ST.. • Y 14. INSTALL (1) 3 "'RTOID STEEL CONDUIT W/ (2)114/0, & (1) 02/0 600V CU, THWN, CABLE FROM NEW TERMINAL CAN TO EXISTING 400A, 10, 3W MAIN PANEL AND CONNECT IN CT -CAN AS PER PLANS, SCL REQUTR.EMENTS, AND APPLICABLE ELECTRICAL CODES. LEAVE APPROXIMATELY 5' EXTRA LENGTH FOR. EACH CONDUCTOR. IN TERMTNAL CAN FOR CONNECTION BY SCL, CREWS. 15. COORDINATE.. ALL NECESSARY OUTAGES FOR CUTOVER OF EXISTING SERVICE FOR. 3118 S. 140 ST TO NEW TERMINAL CAN WITH BUILDING OWNER, AND SCL CUSTOMER SERVICE REPRESENTATIVE. COORDINATE INSPECTIONS OF ALL INSTALLATIONS OF ELECTRICAL UTILITY SERVICE INSTALLATION WITH SCL CUSTOMER. SERVICE RE PR.ESENTATIVES, CITY OF TUKWILA ELECTRICAL INSPECTORS, AND EXISTING BUILDING OWNER FOR FINAL SERVICE APPROVAL BEFORE_ CONNECTTON BY SEATTLE CITY L1C111T. 16. COORDINATE. INSPECTIONS OF ALL TNSTALLATTONS OF TELEPHONE UTILITY SERVICE WITH QWEST CUSTOMER. SERVICE. REPRESENTATIVES FOR FINAL SERVICE APPROVAL BEFORE CONNECTION 13Y QWEST. F9' I AN APPROVED ELECTRICAL SE,,R.VICE TNSI_LAILLAIIDIS THE SCTL, CREWS SHALL: A. EXTEND 4" SCI, RISER ON ex TSTING SCL POLE 4323 AND INSTALL (t) SET OF S00MCM, 600V, AL, TRIPLEX FROM POLE 11323 TO NOW TERMINAL. CAN. B. DE- ENERGIZE EXTSTING SERVICE CABLE BETWEEN SCL TERMINAL POLE (11323) AND 3118 S. 140 ST AND REMOVE $ERVICF CABLE, SERVICE RISERS AND ALL ASSOCIATED I QU1PM151T FROM TERMINAL POLE. C. 'INSTALL ALL SECONDARY SERVICE CONNECTIONS IN TERMINAL CAN AND ENERGIZE NEW SERVICE TO 3118 S. 140 ST AND vOlC>S'TREAM WIRELESS SERVICE. D. SET THE NEW METER FOR NEW VOICES'1REAM WIRELESS SERVICE. 1C... , m;11 - Maw.• CoRisrbegne- Sims DO �zS-9 -fig giteleo 4 ( ,, ) .13H : 'i4.1IT L' 3 Vd mai J air FILE COPY Permit No. 4 3 1 4,61 . 1 S}C.WMICt 44%19 A lout:2 rw x. 'II4a • 1�.1,�, � RECEIVED C1TY CAF TUKWILA MAY 317007 MAlkJ Nt-' ', - -!Pt lc" REVIEWED FOR CODE COMPLIANCE NFPA 70 - NEC JUN - 2007 go OtyOf TukWla MSION^ wEiu & e v - r .M W AP G420'I: ] trr w/ mew 4.,. t I. -(3) `r Me4.4 , G AA. .11C L CS /ND, 06 G4,..1 " !U 'on CI ) *` `l,. z* L u rr re vv tc • -€.Jil vi vi) IME 1-Ervero Veal It W W rOQA, to-tp/eAray Id'J Et. 4 ,,.. I4 Irk Tine 1�l E M V*11 /O 931 PERMJ1ITCENTER 9IZes5RC ZT :sT L99Z /0T /00 04/1012007 15:12 2538580215 h ti 111 11 1 11 11 111 sl e a !I LEGACY 1 - 1 PAGE 02 ewi 1 ei zoo i :!. 5•: 12 2538580215 4. 'I L • .1' LEGACY PAGE 03 • tJ 3We6e1 .,.�. $ � _ S.133t`d fL u - � j _ _pR _ $: e oe 7emL.e.t 4 ? FROM T- MOBILE B00FLL 4 OFFICE ARRIVE3118 S 140TH ST DISTANCE 28 MILES APPROXIMATE TRAVEL TINE: 32 MINUTES Plan review approvai is subbed tD elms and omission. Approval of ccnstudion documents does not aut the violation cf cny accepted code or ordinance. Receipt of approved Geld Copy end co .; ons is admotivledged: FILE COPY Permit No. City of lbkwiia BUILDING DIVISION No changes shall be made to tho ssccro c l cr c tt without prior pp . T ult uilta Guilding NOTE: R4yvi:;ions will require a new plan submittal and may include additional plan review fees. VICINITY MAP .a. PROPERTY OWNER PROGRAM MANAGER CONSTRUCTION PROJECT MANAGER CONSULTING ENGINEER SITE ACQUISITION: RIVERTON PKUNITED METH CH 3118 140TH ST TUKWLA. WA 98188 VOICESTREAM WIRELESS MIKE PUTT 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 OFFICE k 4253987593 VOICESTREAM WIRELESS TAI IRISH 19807 NORTH CREEK PKWY 11 BOTIIELL, WA 98011 425.2736884 B. J, THOMAS. PE. 7607 BOTH AVE NE uARYSVLLLE. WA 99270 MOBILE! 208051 -1106 VOICESTREAM WIRELESS BJORN NORM 19807 NORTH CREEK PKWY N BOTHELL. WA 99011 503 -781 -9762 • 0 .. DRIVING DIRECTIONS 93 r �- —• 5-1•571h•5r•51 'S 14tlr5t. �_I N ••.S88Tac ..... . .._—_.i5':14 • s l sotll • I Heights +RI' H- -L -9 -- 9 1. Take Romp (LEFT) onto 1405 (1406! Renton) 24.4 2. Rood Ferns changes to SR5181.1 3. Tam RIGHT onto Ramp (WA-99 / Sea- TecAlmort)03 4. Keep RIGHT 10 stay on Remy (WA-99 / WA-99 N) <0.1 5. Keep LEFT to atayoa Remy (WA-99 N) 110.1 L Keep RIGHT to stay on Ramp (S. 15401 SL/ WA49 N)110.1 7. Saar RIGHT (Eut) onto S 154th SL then Unman puny Lam LEFT (North) onto SR49 pntenu0oFel 81.4110 L Turn LEFT (West) onto 314081 St 0.4 Global Wireless by T • •° MILITARY & 27TH 1TE NUMBER: SE3551C LATITUDE 47° 28' 42.2" N PROJECT TEAM VOICESTREAM WIRELESS CHRIS LLSTF.AD 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 MOBILE/ 206- 4120479 3118S 140TH ST TUKWiLA, WA 98168 PROJECT INFORMATION THIS 6 UNSTAFFED AND RESTRICTED EQUIPMENT AND WILL BE USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. VOICESTREAM WIRELESS CERTIFIES THAT THIS TELEPHONE EQUIPMENT FACIITY WILL BE SERVICED ONLY BY VOICESTRF. M WIRELESS EMPLOYEES AND THE WORK ASSOCIATED WITH ANY EQUIPMENT CANNOT BE PERFORMED BY HANDICAPPED PERSONS. THIS FACILITY WILL BE FREOUENTED ONLY BY SERVICE PERSONNEL FOR REPAIR PURPOSES. PURSUANT TO THE AMERICANS WITH DISABILITIES ACT (ADA). APPENDIX B SECTION 4.11. (S1NL THIS FACILITY IS EXEMPT FROM THAT ACT. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. NO WASTE WATER OR SOLID WASTE WILL BE GENERATED AT 7195 LOCATION. VOICESTREAM WIRELESS MAINTENANCE CREW (ONE PERSON) WILL MAKE AN AVERAGE OF ONE TRIP PER MONTH AT ONE HOUR PER TRIP. CODE COMPLIANCE ALL WORK AND MATERIALS SHALL BE PERFORMED AND METALLED 84 ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING ON THESE PLANS 0 TO BE CONSTRUCTED TO PER/AR Wdi1 NOT CONFORMING TO THESE CODES: 2003 INTERNATIONAL BUILDING CODE 2003IN7ERNATIONAL RESIDENTIAL CODE 2203 INTERNATIONAL MECHANICAL COVE 2003 INTERNATIONAL FUEL GAS CODE 2002 NFPA 54. NATIONAL FUEL GAS CODE (PROPANE INSTALIATIONS 2001 TAMA 58- UOUTEFIED PETROLEUM GAS CODE (PROPANE INSTALLATIONS ONLY) 2003 INTERNATIONAL FIRE CODE 2003 UNIFORM PLUMBING CODE 2003 NATIONAL ELECTRICAL COOS 2003 NATIONAL ELECTRIC SAFETY CODE LOCAL BOLDING CODE ORDINANCES ANSI / TIA /ETA -222 -F NFPA•101 - LIFE SAFETY CODE LONGITUDE 122° 17' 32.8" W BUILDING TYPE PROJECT DESCRIPTION VOICESTREAM WIRELESS ANTENNAS COLLOCATED ON AN EXISTING 57 AGL STEEL MONOPOLE 946TH BTS EQUIPMENT N A 19-7 x 1B5 HALF VAULT LEASE AREA ZONING INFORMATION SITE NUMBER: 5835510 SITE NAME: MLJTARY 8 27112 SITE ADDRESS: 31185140TH ST TUKWIIA WA 98168 PARCEL R 1623049152 CURRENT ZONING: LDR GOVERNING CODE: 2003 IBC SITE TYPE UNSTAFFED TELECOM FACILITY LEGAL DESCRIPTION 8138REVIATED PER ACCESSOR RECORDS: E 22591 OF S 395 FT OF NE 1/4 OF SE 14410W W 1 FT OF E 226 FTOF 5200 FT LESS CORD DM TITLE SHEET 0-1 GENERAL NOTES A-1 SITE PLAN A-1.1 ENLARGED SITE PLAN BTS EQU01ENT DETA03 A4 GENERAL DETAILS A5 HALF VAULT DETAILS A5.1 HALF VAULT ELEVATIONS E -1 ELECTRICAL SITE PLAN E-4 PROPERTY OWNER: ENGMEERNM Public Works, Building Division PERMIT NUMBER A.2 PROPOSED STYE ELEVATION DRAWING INDEX ORA`Ar840 DESCRIPTION CON, RCTOPMAT JUL TR9006 NA6:REWLS VATACIRa41r OSAWAJ AS FT-C RL�VII )Y�L. G I I `1 1 t I \ :V I L1 MAY 912007 E-2 ELECTRICALGROLLNDNG PLAN _ E-3 ELECTRICAL GROUNDING DETAILS PEHAAII L,C.IgIca ELECTRICAL DETAILS DATE: DATE: CALL 3 WORKING DAYS BEFORE YOU DIG 1- 800 - 424 -5555 UTILITIES UNDERGROUND LOCATION CENTER (ID,MT,ND.OR,WA) 001106.948 'SEIWR-oREM QASOL.WLDR WASI•P40 PROPCSED.WWE 4570.015 18807 NORTMCREEK PKWY N BOTHELL, WA 88011 OFFICE (426) 3884600 _PROJECT INFORMATION: MILITARY & 27TH SE3551 C 3118 S 140TH ST TUKWILA, WA 88168 ISSUED FOR: C ..REVISION HISTORY: BUILDING PERMIT Ns. DATE: DESCRIPTION: PLANS PREPARED BY B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206-851 .1106 -DRAWN BY: AAL _ LICENSURE: BST EQUIPMENT, DRAWING INFORMATION: = DRAWING TITLES = DRAWING NUMBER: C1112. *PPP. err 8Y: CHIC. BYt =APPV. BY: AM VOICESTREAM WIRELESS ANTENNAS COLLOCATED OMAN EXISTING TX AG1. STEEL MONOPOLE WITH BTS EMI/PI/ENT IN A 66 1V-7 FENCED HALF VAULT LEASE AREA DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED STINE LATEST REVISION. THE INFORMATION CONTAINED N THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAR WHICH IS RELATED TO NAMED L1EMT IS S1Y1IC1 .0 PROHIBITED. TITLE SHEET T -1 4 ISSUED FOR BUIDNG PERMIT BJT MP /Q / 31132006 MINOR REVISIONS 18.1T MP /� /' \ 12/2S2W5 ISSUED FOR 0018NG 8,15 MP /1\ 12/1512005 ISSUED DESIGN REVIEW BJT MP • tJ 3We6e1 .,.�. $ � _ S.133t`d fL u - � j _ _pR _ $: e oe 7emL.e.t 4 ? FROM T- MOBILE B00FLL 4 OFFICE ARRIVE3118 S 140TH ST DISTANCE 28 MILES APPROXIMATE TRAVEL TINE: 32 MINUTES Plan review approvai is subbed tD elms and omission. Approval of ccnstudion documents does not aut the violation cf cny accepted code or ordinance. Receipt of approved Geld Copy end co .; ons is admotivledged: FILE COPY Permit No. City of lbkwiia BUILDING DIVISION No changes shall be made to tho ssccro c l cr c tt without prior pp . T ult uilta Guilding NOTE: R4yvi:;ions will require a new plan submittal and may include additional plan review fees. VICINITY MAP .a. PROPERTY OWNER PROGRAM MANAGER CONSTRUCTION PROJECT MANAGER CONSULTING ENGINEER SITE ACQUISITION: RIVERTON PKUNITED METH CH 3118 140TH ST TUKWLA. WA 98188 VOICESTREAM WIRELESS MIKE PUTT 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 OFFICE k 4253987593 VOICESTREAM WIRELESS TAI IRISH 19807 NORTH CREEK PKWY 11 BOTIIELL, WA 98011 425.2736884 B. J, THOMAS. PE. 7607 BOTH AVE NE uARYSVLLLE. WA 99270 MOBILE! 208051 -1106 VOICESTREAM WIRELESS BJORN NORM 19807 NORTH CREEK PKWY N BOTHELL. WA 99011 503 -781 -9762 • 0 .. DRIVING DIRECTIONS 93 r �- —• 5-1•571h•5r•51 'S 14tlr5t. �_I N ••.S88Tac ..... . .._—_.i5':14 • s l sotll • I Heights +RI' H- -L -9 -- 9 1. Take Romp (LEFT) onto 1405 (1406! Renton) 24.4 2. Rood Ferns changes to SR5181.1 3. Tam RIGHT onto Ramp (WA-99 / Sea- TecAlmort)03 4. Keep RIGHT 10 stay on Remy (WA-99 / WA-99 N) <0.1 5. Keep LEFT to atayoa Remy (WA-99 N) 110.1 L Keep RIGHT to stay on Ramp (S. 15401 SL/ WA49 N)110.1 7. Saar RIGHT (Eut) onto S 154th SL then Unman puny Lam LEFT (North) onto SR49 pntenu0oFel 81.4110 L Turn LEFT (West) onto 314081 St 0.4 Global Wireless by T • •° MILITARY & 27TH 1TE NUMBER: SE3551C LATITUDE 47° 28' 42.2" N PROJECT TEAM VOICESTREAM WIRELESS CHRIS LLSTF.AD 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 MOBILE/ 206- 4120479 3118S 140TH ST TUKWiLA, WA 98168 PROJECT INFORMATION THIS 6 UNSTAFFED AND RESTRICTED EQUIPMENT AND WILL BE USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. VOICESTREAM WIRELESS CERTIFIES THAT THIS TELEPHONE EQUIPMENT FACIITY WILL BE SERVICED ONLY BY VOICESTRF. M WIRELESS EMPLOYEES AND THE WORK ASSOCIATED WITH ANY EQUIPMENT CANNOT BE PERFORMED BY HANDICAPPED PERSONS. THIS FACILITY WILL BE FREOUENTED ONLY BY SERVICE PERSONNEL FOR REPAIR PURPOSES. PURSUANT TO THE AMERICANS WITH DISABILITIES ACT (ADA). APPENDIX B SECTION 4.11. (S1NL THIS FACILITY IS EXEMPT FROM THAT ACT. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. NO WASTE WATER OR SOLID WASTE WILL BE GENERATED AT 7195 LOCATION. VOICESTREAM WIRELESS MAINTENANCE CREW (ONE PERSON) WILL MAKE AN AVERAGE OF ONE TRIP PER MONTH AT ONE HOUR PER TRIP. CODE COMPLIANCE ALL WORK AND MATERIALS SHALL BE PERFORMED AND METALLED 84 ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING ON THESE PLANS 0 TO BE CONSTRUCTED TO PER/AR Wdi1 NOT CONFORMING TO THESE CODES: 2003 INTERNATIONAL BUILDING CODE 2003IN7ERNATIONAL RESIDENTIAL CODE 2203 INTERNATIONAL MECHANICAL COVE 2003 INTERNATIONAL FUEL GAS CODE 2002 NFPA 54. NATIONAL FUEL GAS CODE (PROPANE INSTALIATIONS 2001 TAMA 58- UOUTEFIED PETROLEUM GAS CODE (PROPANE INSTALLATIONS ONLY) 2003 INTERNATIONAL FIRE CODE 2003 UNIFORM PLUMBING CODE 2003 NATIONAL ELECTRICAL COOS 2003 NATIONAL ELECTRIC SAFETY CODE LOCAL BOLDING CODE ORDINANCES ANSI / TIA /ETA -222 -F NFPA•101 - LIFE SAFETY CODE LONGITUDE 122° 17' 32.8" W BUILDING TYPE PROJECT DESCRIPTION VOICESTREAM WIRELESS ANTENNAS COLLOCATED ON AN EXISTING 57 AGL STEEL MONOPOLE 946TH BTS EQUIPMENT N A 19-7 x 1B5 HALF VAULT LEASE AREA ZONING INFORMATION SITE NUMBER: 5835510 SITE NAME: MLJTARY 8 27112 SITE ADDRESS: 31185140TH ST TUKWIIA WA 98168 PARCEL R 1623049152 CURRENT ZONING: LDR GOVERNING CODE: 2003 IBC SITE TYPE UNSTAFFED TELECOM FACILITY LEGAL DESCRIPTION 8138REVIATED PER ACCESSOR RECORDS: E 22591 OF S 395 FT OF NE 1/4 OF SE 14410W W 1 FT OF E 226 FTOF 5200 FT LESS CORD DM TITLE SHEET 0-1 GENERAL NOTES A-1 SITE PLAN A-1.1 ENLARGED SITE PLAN BTS EQU01ENT DETA03 A4 GENERAL DETAILS A5 HALF VAULT DETAILS A5.1 HALF VAULT ELEVATIONS E -1 ELECTRICAL SITE PLAN E-4 PROPERTY OWNER: ENGMEERNM Public Works, Building Division PERMIT NUMBER A.2 PROPOSED STYE ELEVATION DRAWING INDEX ORA`Ar840 DESCRIPTION CON, RCTOPMAT JUL TR9006 NA6:REWLS VATACIRa41r OSAWAJ AS FT-C RL�VII )Y�L. G I I `1 1 t I \ :V I L1 MAY 912007 E-2 ELECTRICALGROLLNDNG PLAN _ E-3 ELECTRICAL GROUNDING DETAILS PEHAAII L,C.IgIca ELECTRICAL DETAILS DATE: DATE: CALL 3 WORKING DAYS BEFORE YOU DIG 1- 800 - 424 -5555 UTILITIES UNDERGROUND LOCATION CENTER (ID,MT,ND.OR,WA) 001106.948 'SEIWR-oREM QASOL.WLDR WASI•P40 PROPCSED.WWE 4570.015 18807 NORTMCREEK PKWY N BOTHELL, WA 88011 OFFICE (426) 3884600 _PROJECT INFORMATION: MILITARY & 27TH SE3551 C 3118 S 140TH ST TUKWILA, WA 88168 ISSUED FOR: C ..REVISION HISTORY: BUILDING PERMIT Ns. DATE: DESCRIPTION: PLANS PREPARED BY B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206-851 .1106 -DRAWN BY: AAL _ LICENSURE: BST EQUIPMENT, DRAWING INFORMATION: = DRAWING TITLES = DRAWING NUMBER: C1112. *PPP. err 8Y: CHIC. BYt =APPV. BY: AM VOICESTREAM WIRELESS ANTENNAS COLLOCATED OMAN EXISTING TX AG1. STEEL MONOPOLE WITH BTS EMI/PI/ENT IN A 66 1V-7 FENCED HALF VAULT LEASE AREA DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED STINE LATEST REVISION. THE INFORMATION CONTAINED N THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAR WHICH IS RELATED TO NAMED L1EMT IS S1Y1IC1 .0 PROHIBITED. TITLE SHEET T -1 GENERAL NOTES: L DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE. MS SET OF DOCUMENTS IS INTENDED 70 BE USED FOR DIAGRAMMATIC PURPOSED ONLY. UNLESS NOTED OTHERWISE THE GENERAL CONTRACTORS SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EOMPMEJNT, LABOR AND ANY REQUIREMENTS 0005/0D NECESSARY TO COMPLETE INSTALLATION AS DESp0BED N TIE DRAWINGS AND OWNERS PROJECT MANUAL. 2. 711E CONTRACTORS RESPONSIBLE FOR ALL D5GENSLONS AND STANDARDIZED DETARS THAT RECURE MODIFICATIONS DUE TO ACTUAL FIELD CONDITIONS AND REQUIREMENTS MUST BE SUBMITTED TO AND APPROVED BY. VOCESTREAM WIRELESS REPRESENTATIVE PRIOR TO STMT OF WORIL 1 PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO FAMSIAA05 THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. CONTRACTORS SHALLLVISITTHE CONSTRUCTION SITE WI1/1 THE CONSTRUCTOWCONTRACT DOCUMENTS TO VERIFYFIELO CONDITIONS AND CONFIRM THAT THE PROJECT vat BE ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS. OR DISCREPANCIES SHALL BE BR000HT70 I14E ATTENTION OFTHE ARCMTECTENGNEER VERBALLY AND INWRITING. 4. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAVNNGSJCOJTRACT DOCUMENTS. 5. TIE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED N THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL 8E SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS. MEMOS. TECHNIQUES, SEQUENCES, SAFETY, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. I. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACNRERSNENDORS SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE 7. ALL WORK PERFORMED ON THE PROJECTAND MATERIALS INSTALLED SHALL BE N STRICT ACCORDANCE WITH ALL APPLICABLE CODES. REGWLTIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS ORDINANCES. RULES, REGULATIONS ARID LAWFUL ORDERS OF ANY PUBLIC AUTHORITY. MUNICIPAL AND UTIUTY COMPANY SPECIFICATIONS. AND LOCAL AND STATE JURSDCIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK & GENERAL CONTRACTOR SHALL PROVIDE, AT THE PROJECTSITE, AFULL SET OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS INVOLVED WITH 1118 PROJECT. RCS SETS A VAUD CONTRACT DOCUMENT ONLY IF THE TITLE SHEET 5 STAMPED N RUT) INK 'FOR CONSTRUCTION' AND EACH SUCCESSIVE SHEET BEARS THE ARCMTECTSENGNEERS SIGNED WET STAMP. 0 THE CONTRACTOR 5 RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE. COLLAPSE ETD, ACCORDING TO APPLICABLE CODES STANDARDS. AND 5000 CONSTRUCTION PRACTICES 15 THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS. 1L THE CONTACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING CONSTRUCTION AND REPAIR ALL DAMAGES TO BETTER THAN NEW CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE CONSULTANT OF ANY DAMAGE TO THE BUILDING SITE OR ANY ADJACENT STRUCTURES AROUND THE PROJECT. THETMOBLE REPRESENTATIVE SHALL BE SOLE AND FINAL JUDGE AS TO THE QUALITY OF THE REPAIRED CONSTRUCTION. ANY ADOTIONAL MODIFICATIONS WATCH MUST SE MADE SHALL BE MADE AT THE CONTRACTORS EXPENSE TX WHERE NEW PAVING, CONCRETE SIDEWAUCS OR PAINS MEET EXISTING CONSTRUCT/OK T CONTRACTOR SHALL MATCH THE EXISTING PITCH, GRADE AND ELEVATION SO THE ENTIRE STRUCTURE SHALL HAVE A SMOOTH TRANSITION, 13. TIE CONTRACTOR SHALL MODIFY THE DOSING FLOORS, WALL CEILING, OR OTHER CONSTRUCTOR AS REQUIRED TO GAN ACCESS TO AREAS FOR ALL MECHANICAL, PLUMBING, ELECTRICAL, CR STRUCTURAL. MODIFICATIONS. WHERE THE EXISTING CONSTRUCTION DOORS, PARTITIONS, CE LNG. ETC. PPE T08E REMOVED, MOOCHED. OR REARRANGED OR WHERE THE EXPOSED OR HIDDEN MECFANOAL. ELECTRICAL SYSTEMS ARE ADDEO OR MODIFED, THE GENERAL CONTRACTOR SHALL REPAIR, PATCH AND MATCH ALL EXISTNG CONSTRUCTION AND FINISHES OF ALL FLOORS WALLS AND CEILINGS WHERE CONCRETE MASONRY CONSTRUCTION 5 HOOFED. THE CONTRACTOR SHALL TOOTH IN ALL NEW CONSTRUCTION TO MATCH THE COSTING BOND, WHERE CONCRETE CONSTRUCTION 5 MODFIED, THE CONTRACTOR SHALL VERIFY THE EXACT DETAILS TO BE USED FOR CONSTRUCTION. ALL WORK SHALL BE COVERED UNDER THE GENERAL CONTRACT. 14. F OMNI/COR OR SUBCONTRACTOR FIN0 IT NECESSARY TO DEVIATE FROM ONGNAL APPROVED PLANS, THEN IT R THE CONTRACTOR'S AND THE SUBCONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CONSULTANT WITH 4 COPIES OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WI114 THE WORK IN ADDTION THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM THE BU/LONG AUTHORITIES FOR THE PROPOSED CHANGES BEFORE PROCEEDING WITH THE WORK THE CONTRACTOR AND SUBCONTRACTORS SMALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM BUILDING AUT1ORRIES DURING THE EXECUTION OF TFIE WORK 15. CONTACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 24 OR2A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. 18. THE CONTRACTOR SHALL PERFORM WORK DURING OWNERS PREFERRED HOURS TO AVOID DISTURBING NORMAL BU5NE5S. • 17. SEAL ALL PENETRATIONS THROUGH F1RERATED AREAS WITH UL. LISTED OR FIRE MARSHAL APPROVED MATERIALS AS APPLICABLE TO 1115 FACILITY AND OR PROJECT SITE 1& CONTRACTOR SHALL BE RESPONSIBLE FOR UNITY LOCATES. SCHEDULING COORDINATING SPECIAL AND BUILDING DEPARTMENT INSPECTIONS. 14 CONTRACTOR SHALL 8E RESPONSIBLE FOR CONTACTING AND UTLIZINO ORIGINAL ROOFING CONTRACTOR AS REQUIRED TO MAINTAIN ANY EXISTING RODFNG WARRANTY. 20. ROUTING OF ALL CONDUITS, CABLES, CABLE TRAYS ETC ARE INDICATED AS PROPOSED LOCATION ONLY. CONFIRM THE EXACT LOCATION ARD ROUTING WITH THE ON SITE 7J40BLE CONSTRUCTION MANAGER PRIOR TO STARTING WORK CONCRETE NOTES: 1. ALL CONCRETE WORK SHALL BE N ACCORDANCE WITH THE AO 301, AC1318 AND THE 6PECJFEATION CAST-IN -PUCE CONCRETE L ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2508 PSI AT 21 DAYS UNO. 3. REINFORCING STEEL SHAU.CONFORN TO ASTM ASII GRADE 80, DEFORMED UNLESS NOTED OTHERWISE WELDED WIRE FABRIC SHALL CONFORM TO ASTMA 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE SPICES CLASS TO AND ALL HOOKS SH LL SE STANDARO UN0. 4 THE FOLLOWNGMINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS CONCRETE CAST AGAINST EARTH .3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER N AND LARGER ' N. IS AND SMALLER 5 WIVE _...11121L 3. A1.2TR004010D RADIUS SHALL BE PROVIDED ATALL EXPOSED EDGES OF CONCRETEUN0. HOLES TO REC'EJVE EXPANSION/WEDGE ANCHORS SHALL BE WN8• LARGER IN DIAMETER THAN THE ANCHOR 80L.T, DOWEL OR ROD AND SHALL CONFORM TOMFRRECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. AVOID CUTTING EXSTNG ROAR WHEN DRILLING HOLES IN THE ELEVATED S1A& 6. INSTRUCTION CTON OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S RERS WRITTEN RECOMMENDED PROCEDURES 7. FLOAT SURFACE SHALL BE A SMOOTH FINISH. SURFACE SHALL BE FREE OF ALL OBVIOUS DEPRESSIONS. SURFACE SHALL BE SLOPED AT 2% TO PROMOTE DRAINAGE AWAY FROM EQUIPMENT. SITE WORK NOTES: 1. RUBBISH. STUMPS, DEBRIS. STICKS. STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 2. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM 1HE PCS EQUIPMENT, TOWER AREAS, AND ADJACENT BUILDINGS 1 NO ITLL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND_ FROZEN MATERIALS. SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 4. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO THE CRUSHED STONE APPLICATION. 5. S,4 =TM ACTIVE SEWER, WATER. GAS ELECTRIC. AND OTHER UTILITIES WHERE ENCOUNTERED N THE WORK SWILL BE PROTECTED AT ALL TIMES. AND WHERE REQUIRED FOR THE PROPER MORTON OF 1145 WORK SHALL BE R0OCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTLJTE &CONTRACTOR SHALL PROVIDE SAFETYTRANNG FOR THE WORKING CREW. & ALL EXISTING INACTIVE SEWER. WATER GAS. ELECTRIC AND OTHER UTIJTIES, WHICH INTERFERE WI114 THE EXECUTION OF THE WORK. SHALL BE REMOVED AND SHALL BE CAPPED, PLUGGED OR OTHERWISE DSCONTI NUEO AT POINTS WHICH DUEL NOT INTERFERE WITH THE EXECUTION OF THE WORK SUBJECT TO THE APPROVAL OF ENGINEERING 7. THE AREAS OF THE CUSTOMERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE BUILDING. DRIVEWAY OR CRUSHED STONE SHALL BE GRADED TO A UNIFORM SLOPE FERTILIZED. SEEDED, AND COVERED 1MTH MUCH AS SPECIFIED N THE SPECIFCA110N LANDSCAPE WORK & BEDDING MATERIAL FOR UTITY LINES. CULVERTS AND PIPING CLEAN SAND. MEDIUM TP COARSE. SUB ROUNDED NATURAL RIVER OR BANK SAND, WASHED. FREE OF SILT OR GUY. LOAM, FRIABLE OR SOLUBLE MATERIALS, AND ORGANIC MATER; GRADED N ACCORDANCE WITH THE FOLLOWING GRAN 517E DISTRIBUTOR SIEVE SIZE 3B' N0. 4 MESH NO. 5 MESH NO. 161ASH N0.100 MESH N0. 200 MESH PERCENT PASSING 100 6040 0-45 0-25 0-2 0.2 & MI PS FOR TEMPORARY EROSON/SED5.IENTATION CONTROL SHALL BE IMPLEMENTED P COUNTY GUDELNES ANO PER PLAN F APPLICABLE ABBREVIATIONS AC ' AIR COMMONER AFF ABOVE FNISFIFD OOt APO ABOVE FIRMED GRADE AFS ABOVE FLASHED SLAB AU.UM ALLIMMI1 AB ANCHOR BOLT L. ANGLE ARCH ARCHITECTURAL ENS BASE TRANSMISSION SYSTEM BLDG BUILDING. 110•4 0T OTTOM 8.0. 0010M OF BOO OTTOM OF CONCRETE SOS O1TOM OF STEEL CJ ONTROL JOINT CL0 ENING LINE CUT CLEAR CHSU CONCRETE MASONRY UNIT COL COUSIN coNc COAST CONSTRUCTION COAT CONTINUOUS CTR CENTER DIA/0 DIAMETER OTL 'COSTING EACH EJ EXPANSION JOINT ELEC ELECTRICIELECTRICAL EL ELEVATION E0 EQUAL EW EACH WAY EXP EXPANSION EXT EXTERIOR FD FLOOR IRAN FIN FINISH FIN FLR FINISH FLOOR FR FLOOR FTC FOOTING GA GAUGE GALV GALVANIZED 08 GYPSUM BOARD HM HOLLOW METAL H0R HORIZONTAL HR HOUR MAC HEATING VENTILATION AIR CONDITONIHG IN5UL INSULATION INT INTERIOR LEGENDS A SYMBOLS CHANLIM FENCE CEDAR FENCE POWER TELCO POWER/TE.CO 0 COAX COAX CENTERLINE REASON BUG ELEVATION VIEW BUG ELEVATION [FETAL BUG SECTION BUG -- X JT LAM LF MANUF M MH M MN RISC MPH NO NOM MS QU 00 OH OPNG OPP P PR PSI PSF RT RDD RD RREENF REM) RM RAN 5CHED SECT SP 504 SO FT SS STD S1RUC TEMP THK T.O. TOO TOO TTP MK) NOT VERT W/ 050541 X P T TIP OVERHEAD POWER pliTOP OF ... F1 CY-0" JOINT LAMINATED LINEAL FOOT MANUFACTURER MAXNUM MECHANICAL. MANHOLE MILLIMETER MINMUM NT SCEL ER MI HWR MET NOT CONTRACT NOMINAL NOT TO SCALE o�C OUTSIDE DIAMETER OVERHEAD operma OPPOSITE PROPOSED PERSONAL COMMUNICATION SYSTEM PPJR PER SQUARE WCN POUNDS PER SQUARE FOOT PRESSURE 'TREATED RADAJS ROOF DRAIN RENFORCEDIREINFORCNG REWIRED ROOM RIGHT OF WAY SCHEDULE SECTION SQUARE FOOT SQUARE FOOT STAINLESS STEEL STANDARD STEEL TEMPORARY THICK TOP OF TOP OF STEEL TOP OF CONCRETE UNLESS NOTED OTVRERW0E VINYL COMPOSITION TIE VERTCAL WITH WELDED WIRE MESH A RECEIVED CiTY OF TUKWILA MAY 312007 PERMIT CENTER P T P T 11P TNP •� - OHC 0HC OHC OO -COAX -COAX COAX -COAX 011 DETAIL NUMBER SHEET NUMBER DETAIL NUMBER SHEET NUMBER DETAIL NUMBER SHEET NUMBER [4:// :,„ 19607 RORTHCREEIC PKWY N B0T11EL:y VIA 98011 OFFICE (025) 396.7600 = PROJECT INFORMATION, MILITARY & 27TH SE3551 C 3118 S 140TH ST TUKWILA. WA98168 " ISSUED FOR: _REVISION HISTORY: IN.. DATE' DESCRIPTION BUILDING PERMIT =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSVILLE, WA 98270 206 - 851.1106 C DRAWN BY: I LICENSURE: CHK APPV. IYM BY! CHIC. BY:: APPV. BY, AAL BJT AM EQUIPMENT: VOICESTRFAM WIRELESS ANTENNAS COLLOCATED ON AN COSTING 53' AGL STEEL MONOPOLE WITH 815 EQUIPMENT IN A IT-6 FENCED HALF VAULT LEASE AREA _ DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST' REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS LS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH S RELATED TO NAMED CUFJNT S STRICTLY PROHIBITED. DRAWING TITLE: GENERAL NOTES = DRAWING NUMBER: G-1 A 8!15/2008 ISSUED FOR BURRING PERMIT BJT MP ^ / ' \ 3/13/2006 MNOR REVISIONS BJT MP /2\ ! A 12!28 12005 N ISSUED FOR ZONG BJT MP 12/152005 BJT MP ISSUED DESIGN REVIEW GENERAL NOTES: L DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE. MS SET OF DOCUMENTS IS INTENDED 70 BE USED FOR DIAGRAMMATIC PURPOSED ONLY. UNLESS NOTED OTHERWISE THE GENERAL CONTRACTORS SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EOMPMEJNT, LABOR AND ANY REQUIREMENTS 0005/0D NECESSARY TO COMPLETE INSTALLATION AS DESp0BED N TIE DRAWINGS AND OWNERS PROJECT MANUAL. 2. 711E CONTRACTORS RESPONSIBLE FOR ALL D5GENSLONS AND STANDARDIZED DETARS THAT RECURE MODIFICATIONS DUE TO ACTUAL FIELD CONDITIONS AND REQUIREMENTS MUST BE SUBMITTED TO AND APPROVED BY. VOCESTREAM WIRELESS REPRESENTATIVE PRIOR TO STMT OF WORIL 1 PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO FAMSIAA05 THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. CONTRACTORS SHALLLVISITTHE CONSTRUCTION SITE WI1/1 THE CONSTRUCTOWCONTRACT DOCUMENTS TO VERIFYFIELO CONDITIONS AND CONFIRM THAT THE PROJECT vat BE ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS. OR DISCREPANCIES SHALL BE BR000HT70 I14E ATTENTION OFTHE ARCMTECTENGNEER VERBALLY AND INWRITING. 4. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAVNNGSJCOJTRACT DOCUMENTS. 5. TIE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED N THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL 8E SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS. MEMOS. TECHNIQUES, SEQUENCES, SAFETY, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. I. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACNRERSNENDORS SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE 7. ALL WORK PERFORMED ON THE PROJECTAND MATERIALS INSTALLED SHALL BE N STRICT ACCORDANCE WITH ALL APPLICABLE CODES. REGWLTIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS ORDINANCES. RULES, REGULATIONS ARID LAWFUL ORDERS OF ANY PUBLIC AUTHORITY. MUNICIPAL AND UTIUTY COMPANY SPECIFICATIONS. AND LOCAL AND STATE JURSDCIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK & GENERAL CONTRACTOR SHALL PROVIDE, AT THE PROJECTSITE, AFULL SET OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS INVOLVED WITH 1118 PROJECT. RCS SETS A VAUD CONTRACT DOCUMENT ONLY IF THE TITLE SHEET 5 STAMPED N RUT) INK 'FOR CONSTRUCTION' AND EACH SUCCESSIVE SHEET BEARS THE ARCMTECTSENGNEERS SIGNED WET STAMP. 0 THE CONTRACTOR 5 RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE. COLLAPSE ETD, ACCORDING TO APPLICABLE CODES STANDARDS. AND 5000 CONSTRUCTION PRACTICES 15 THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS. 1L THE CONTACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING CONSTRUCTION AND REPAIR ALL DAMAGES TO BETTER THAN NEW CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE CONSULTANT OF ANY DAMAGE TO THE BUILDING SITE OR ANY ADJACENT STRUCTURES AROUND THE PROJECT. THETMOBLE REPRESENTATIVE SHALL BE SOLE AND FINAL JUDGE AS TO THE QUALITY OF THE REPAIRED CONSTRUCTION. ANY ADOTIONAL MODIFICATIONS WATCH MUST SE MADE SHALL BE MADE AT THE CONTRACTORS EXPENSE TX WHERE NEW PAVING, CONCRETE SIDEWAUCS OR PAINS MEET EXISTING CONSTRUCT/OK T CONTRACTOR SHALL MATCH THE EXISTING PITCH, GRADE AND ELEVATION SO THE ENTIRE STRUCTURE SHALL HAVE A SMOOTH TRANSITION, 13. TIE CONTRACTOR SHALL MODIFY THE DOSING FLOORS, WALL CEILING, OR OTHER CONSTRUCTOR AS REQUIRED TO GAN ACCESS TO AREAS FOR ALL MECHANICAL, PLUMBING, ELECTRICAL, CR STRUCTURAL. MODIFICATIONS. WHERE THE EXISTING CONSTRUCTION DOORS, PARTITIONS, CE LNG. ETC. PPE T08E REMOVED, MOOCHED. OR REARRANGED OR WHERE THE EXPOSED OR HIDDEN MECFANOAL. ELECTRICAL SYSTEMS ARE ADDEO OR MODIFED, THE GENERAL CONTRACTOR SHALL REPAIR, PATCH AND MATCH ALL EXISTNG CONSTRUCTION AND FINISHES OF ALL FLOORS WALLS AND CEILINGS WHERE CONCRETE MASONRY CONSTRUCTION 5 HOOFED. THE CONTRACTOR SHALL TOOTH IN ALL NEW CONSTRUCTION TO MATCH THE COSTING BOND, WHERE CONCRETE CONSTRUCTION 5 MODFIED, THE CONTRACTOR SHALL VERIFY THE EXACT DETAILS TO BE USED FOR CONSTRUCTION. ALL WORK SHALL BE COVERED UNDER THE GENERAL CONTRACT. 14. F OMNI/COR OR SUBCONTRACTOR FIN0 IT NECESSARY TO DEVIATE FROM ONGNAL APPROVED PLANS, THEN IT R THE CONTRACTOR'S AND THE SUBCONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CONSULTANT WITH 4 COPIES OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WI114 THE WORK IN ADDTION THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM THE BU/LONG AUTHORITIES FOR THE PROPOSED CHANGES BEFORE PROCEEDING WITH THE WORK THE CONTRACTOR AND SUBCONTRACTORS SMALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM BUILDING AUT1ORRIES DURING THE EXECUTION OF TFIE WORK 15. CONTACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 24 OR2A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. 18. THE CONTRACTOR SHALL PERFORM WORK DURING OWNERS PREFERRED HOURS TO AVOID DISTURBING NORMAL BU5NE5S. • 17. SEAL ALL PENETRATIONS THROUGH F1RERATED AREAS WITH UL. LISTED OR FIRE MARSHAL APPROVED MATERIALS AS APPLICABLE TO 1115 FACILITY AND OR PROJECT SITE 1& CONTRACTOR SHALL BE RESPONSIBLE FOR UNITY LOCATES. SCHEDULING COORDINATING SPECIAL AND BUILDING DEPARTMENT INSPECTIONS. 14 CONTRACTOR SHALL 8E RESPONSIBLE FOR CONTACTING AND UTLIZINO ORIGINAL ROOFING CONTRACTOR AS REQUIRED TO MAINTAIN ANY EXISTING RODFNG WARRANTY. 20. ROUTING OF ALL CONDUITS, CABLES, CABLE TRAYS ETC ARE INDICATED AS PROPOSED LOCATION ONLY. CONFIRM THE EXACT LOCATION ARD ROUTING WITH THE ON SITE 7J40BLE CONSTRUCTION MANAGER PRIOR TO STARTING WORK CONCRETE NOTES: 1. ALL CONCRETE WORK SHALL BE N ACCORDANCE WITH THE AO 301, AC1318 AND THE 6PECJFEATION CAST-IN -PUCE CONCRETE L ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2508 PSI AT 21 DAYS UNO. 3. REINFORCING STEEL SHAU.CONFORN TO ASTM ASII GRADE 80, DEFORMED UNLESS NOTED OTHERWISE WELDED WIRE FABRIC SHALL CONFORM TO ASTMA 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE SPICES CLASS TO AND ALL HOOKS SH LL SE STANDARO UN0. 4 THE FOLLOWNGMINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS CONCRETE CAST AGAINST EARTH .3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER N AND LARGER ' N. IS AND SMALLER 5 WIVE _...11121L 3. A1.2TR004010D RADIUS SHALL BE PROVIDED ATALL EXPOSED EDGES OF CONCRETEUN0. HOLES TO REC'EJVE EXPANSION/WEDGE ANCHORS SHALL BE WN8• LARGER IN DIAMETER THAN THE ANCHOR 80L.T, DOWEL OR ROD AND SHALL CONFORM TOMFRRECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. AVOID CUTTING EXSTNG ROAR WHEN DRILLING HOLES IN THE ELEVATED S1A& 6. INSTRUCTION CTON OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S RERS WRITTEN RECOMMENDED PROCEDURES 7. FLOAT SURFACE SHALL BE A SMOOTH FINISH. SURFACE SHALL BE FREE OF ALL OBVIOUS DEPRESSIONS. SURFACE SHALL BE SLOPED AT 2% TO PROMOTE DRAINAGE AWAY FROM EQUIPMENT. SITE WORK NOTES: 1. RUBBISH. STUMPS, DEBRIS. STICKS. STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 2. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM 1HE PCS EQUIPMENT, TOWER AREAS, AND ADJACENT BUILDINGS 1 NO ITLL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND_ FROZEN MATERIALS. SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 4. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO THE CRUSHED STONE APPLICATION. 5. S,4 =TM ACTIVE SEWER, WATER. GAS ELECTRIC. AND OTHER UTILITIES WHERE ENCOUNTERED N THE WORK SWILL BE PROTECTED AT ALL TIMES. AND WHERE REQUIRED FOR THE PROPER MORTON OF 1145 WORK SHALL BE R0OCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTLJTE &CONTRACTOR SHALL PROVIDE SAFETYTRANNG FOR THE WORKING CREW. & ALL EXISTING INACTIVE SEWER. WATER GAS. ELECTRIC AND OTHER UTIJTIES, WHICH INTERFERE WI114 THE EXECUTION OF THE WORK. SHALL BE REMOVED AND SHALL BE CAPPED, PLUGGED OR OTHERWISE DSCONTI NUEO AT POINTS WHICH DUEL NOT INTERFERE WITH THE EXECUTION OF THE WORK SUBJECT TO THE APPROVAL OF ENGINEERING 7. THE AREAS OF THE CUSTOMERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE BUILDING. DRIVEWAY OR CRUSHED STONE SHALL BE GRADED TO A UNIFORM SLOPE FERTILIZED. SEEDED, AND COVERED 1MTH MUCH AS SPECIFIED N THE SPECIFCA110N LANDSCAPE WORK & BEDDING MATERIAL FOR UTITY LINES. CULVERTS AND PIPING CLEAN SAND. MEDIUM TP COARSE. SUB ROUNDED NATURAL RIVER OR BANK SAND, WASHED. FREE OF SILT OR GUY. LOAM, FRIABLE OR SOLUBLE MATERIALS, AND ORGANIC MATER; GRADED N ACCORDANCE WITH THE FOLLOWING GRAN 517E DISTRIBUTOR SIEVE SIZE 3B' N0. 4 MESH NO. 5 MESH NO. 161ASH N0.100 MESH N0. 200 MESH PERCENT PASSING 100 6040 0-45 0-25 0-2 0.2 & MI PS FOR TEMPORARY EROSON/SED5.IENTATION CONTROL SHALL BE IMPLEMENTED P COUNTY GUDELNES ANO PER PLAN F APPLICABLE ABBREVIATIONS AC ' AIR COMMONER AFF ABOVE FNISFIFD OOt APO ABOVE FIRMED GRADE AFS ABOVE FLASHED SLAB AU.UM ALLIMMI1 AB ANCHOR BOLT L. ANGLE ARCH ARCHITECTURAL ENS BASE TRANSMISSION SYSTEM BLDG BUILDING. 110•4 0T OTTOM 8.0. 0010M OF BOO OTTOM OF CONCRETE SOS O1TOM OF STEEL CJ ONTROL JOINT CL0 ENING LINE CUT CLEAR CHSU CONCRETE MASONRY UNIT COL COUSIN coNc COAST CONSTRUCTION COAT CONTINUOUS CTR CENTER DIA/0 DIAMETER OTL 'COSTING EACH EJ EXPANSION JOINT ELEC ELECTRICIELECTRICAL EL ELEVATION E0 EQUAL EW EACH WAY EXP EXPANSION EXT EXTERIOR FD FLOOR IRAN FIN FINISH FIN FLR FINISH FLOOR FR FLOOR FTC FOOTING GA GAUGE GALV GALVANIZED 08 GYPSUM BOARD HM HOLLOW METAL H0R HORIZONTAL HR HOUR MAC HEATING VENTILATION AIR CONDITONIHG IN5UL INSULATION INT INTERIOR LEGENDS A SYMBOLS CHANLIM FENCE CEDAR FENCE POWER TELCO POWER/TE.CO 0 COAX COAX CENTERLINE REASON BUG ELEVATION VIEW BUG ELEVATION [FETAL BUG SECTION BUG -- X JT LAM LF MANUF M MH M MN RISC MPH NO NOM MS QU 00 OH OPNG OPP P PR PSI PSF RT RDD RD RREENF REM) RM RAN 5CHED SECT SP 504 SO FT SS STD S1RUC TEMP THK T.O. TOO TOO TTP MK) NOT VERT W/ 050541 X P T TIP OVERHEAD POWER pliTOP OF ... F1 CY-0" JOINT LAMINATED LINEAL FOOT MANUFACTURER MAXNUM MECHANICAL. MANHOLE MILLIMETER MINMUM NT SCEL ER MI HWR MET NOT CONTRACT NOMINAL NOT TO SCALE o�C OUTSIDE DIAMETER OVERHEAD operma OPPOSITE PROPOSED PERSONAL COMMUNICATION SYSTEM PPJR PER SQUARE WCN POUNDS PER SQUARE FOOT PRESSURE 'TREATED RADAJS ROOF DRAIN RENFORCEDIREINFORCNG REWIRED ROOM RIGHT OF WAY SCHEDULE SECTION SQUARE FOOT SQUARE FOOT STAINLESS STEEL STANDARD STEEL TEMPORARY THICK TOP OF TOP OF STEEL TOP OF CONCRETE UNLESS NOTED OTVRERW0E VINYL COMPOSITION TIE VERTCAL WITH WELDED WIRE MESH A RECEIVED CiTY OF TUKWILA MAY 312007 PERMIT CENTER P T P T 11P TNP •� - OHC 0HC OHC OO -COAX -COAX COAX -COAX 011 DETAIL NUMBER SHEET NUMBER DETAIL NUMBER SHEET NUMBER DETAIL NUMBER SHEET NUMBER [4:// :,„ 19607 RORTHCREEIC PKWY N B0T11EL:y VIA 98011 OFFICE (025) 396.7600 = PROJECT INFORMATION, MILITARY & 27TH SE3551 C 3118 S 140TH ST TUKWILA. WA98168 " ISSUED FOR: _REVISION HISTORY: IN.. DATE' DESCRIPTION BUILDING PERMIT =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSVILLE, WA 98270 206 - 851.1106 C DRAWN BY: I LICENSURE: CHK APPV. IYM BY! CHIC. BY:: APPV. BY, AAL BJT AM EQUIPMENT: VOICESTRFAM WIRELESS ANTENNAS COLLOCATED ON AN COSTING 53' AGL STEEL MONOPOLE WITH 815 EQUIPMENT IN A IT-6 FENCED HALF VAULT LEASE AREA _ DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST' REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS LS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH S RELATED TO NAMED CUFJNT S STRICTLY PROHIBITED. DRAWING TITLE: GENERAL NOTES = DRAWING NUMBER: G-1 1 I CAIED PORTION PER O60FR DAIEO .1.11.1 17, 1944 RI IVDI. m 42. PAGE 361 COIssC(IERS RECORDS %26.4:';:` .._ `. : f 6. \ , Q: tlE31�IE,STdR'(• '% • ., ,,•:, ,.•' ` —, r ,mss.:_ . • 17 4• u/ 0 - CCOAXCONOU eD LA* +�+ (SEE SHT. A-4 OR TRENCH DETAILS) 1114• P , ^ >�� \ . 169.9` ,. RC „c IlTY UKVVIL J. THOMAS, P.E. 07 80TH AVE NE SVILLE, WA 98270 06-851-1106 1 s 1 - P EI AIEC Runny* i I . 1 _...` . � 11132306162 g : ,. LE MD GAL OESLPONI 46th R A �4 +.2 VAj,90180; ' —% L' ; ROCx[RT`• S yr 1 h►.h 1 1 •!':DEC wove Ler.A710u BENCH WAX H0. 2 DG 5E1 RR SRAC t4 EE ASPIIA.LT .E. CCRNtS S. 14001 1. 33RD S ' LCVATi011 - 362•80• Q 6!152006 ISSUED FOR BJT MP BUILDING PERMIT /' \ 3!1372006 MINOR REVISIONS BIT MP ^ 117292005 ISSUED FOR ZONING BIT MP /'\ f2/152005 ISSUED DESIGN REVIEW BIT MP W A �\ SSW PM 363.00 IE 351.7 (C.O.C.) 6 N. S &E) OVERALL SITE PLAN 22,34 SCALE: r • 20• 1,x17 SCALE: 1-.40' ■ STOP /HEAD •p p PFOE$TRIAN 2'0'1 m -\ A _ - _ S TOP 7 , 94N EQUIPMENT: VOICESTREAM WIRELESS ANTENNAS COLLOCATED ON AN EXISTING ST AM- STEEL MONOPOLE WITH BIS EQUIPMENT IN A IT 5 18'-0' FENCED HALF VAULT LEASE AREA. DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE. SITE PLAN DRAWING NUMBER: A-1 /7 (E) K W A W Y ALWY ` (E) SHEMI N:1 1 (E) WALDO.* WALKWAY 10' 16' (E) ROAD \ (P) 53' HIGH STEEL MONOPOLE WI \\ VOICESTREAM ANTENNAS DTP OF3) 1 20' (P) 8 VOICESTREAM 6'max CONIC H/LLFVAULTTELEL'OMMUMCATION COMPOUND WI S CHAN LINO FENCE t PRIVACY SLATS (SEE SHT. AA, DETAIL 10) — x x x - 2 — K — x • (P) VOICESTRPAM r , ImLTTY I1FRAME 1 j 6' THICK CONIC WALL (TYP) — (P) 4' WIDE MAN GATE TO REPLACE PORTION OF (E) FENCE (E) U/0 WATER — •1 / 3 - (E) 010010 05 TREES 3 ,} 1 / 1 (E) TN CONC WALL D3Nt -- COAX -- MAX —/ 1 11 3 (E) PLAVGROUMO 17 — ►i-5 — (E) CRASS LAWN —\ (P) (4) C Uoo PV0 COAX CONDUIT 60 L.P. t \ (SEE SIT. A-4 FOR TRENCH DETAILS) X K x PC PC PC PC x p T — ►_ 7— p • • T — j — T (P) VOICESTREAM 815 EQUIPMENT (SEE 5110. A.3 FOR CABINET OETAIS) (P) 4' WIDE MAN GATE Wl LOCK TO PROVIDE ACCESS 6R0 VOICESTR EAU COMPOUND 358 T 360 (P) 3' U/0 ELECTRICAL CONDUIT 80 LF. S 6 (P) S' WO TELECOM M CONOJI0 LF. t (SEE SH[. M FOR TRENCH DETAILS) • ENLARGED SITE PLAN 2244 SCALE 3'16' • Y 11817 SCALE 3157. (E) U11.11Y POLE TO EEUTIUZED FOR POWER & TELCO SOURCE B • • • rr r T— p _,• r p_ REVIEWED FOR COD PA 7 _ NEC NF SUN - 4 2001 City Tukwil I IlD .N . D RECEIVED CITY OF TUKWILA MAY 31 7007 PERMIT CENTER ■ • 80807 NORTNCREEK NEWT N 801110618., WA 88011 057ICE 4826) 308-7800 _PROJECT INFORMATION: MILITARY & 27TH SE3551 C 3118S140THST TUKWILA, WA 98168 ` ISSUED FOR: _REVISION HISTORY: Re. DAM DESCR0PTION: BUILDING PERMIT C DRAWN BY: _UCENSURE: CNK. APPV. BY: BY: =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 CHK. SY:= APPV. 8Y: 041 AM AAL - EQUIPMENT: ...DRAWING INFORMATION: VOICESTREAM WIRELESS ANTENNAS COLLOCATED ON AN OUSTING 5T AOL STEEL MONOPOLE WITH EMS E0UIPMF_NT IN A 17-6' • 17-0' FENCED HALF VAULT LEASE AREA DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DANENEIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BYTHE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. = DRAWING TITLE: ENLARGED SITE PLAN = DRAWING NUMBER: A-11 A ISSUED ` 8!1512006 FOR BUILDING PERMIT BJT MP 31132006 MINOR REVISIONS BJT MP / Q A 121292005 ISSUED FOR ZONING BJT MP / 1211012035 8.13 MP ISSIEO DESIGN REVIEW /7 (E) K W A W Y ALWY ` (E) SHEMI N:1 1 (E) WALDO.* WALKWAY 10' 16' (E) ROAD \ (P) 53' HIGH STEEL MONOPOLE WI \\ VOICESTREAM ANTENNAS DTP OF3) 1 20' (P) 8 VOICESTREAM 6'max CONIC H/LLFVAULTTELEL'OMMUMCATION COMPOUND WI S CHAN LINO FENCE t PRIVACY SLATS (SEE SHT. AA, DETAIL 10) — x x x - 2 — K — x • (P) VOICESTRPAM r , ImLTTY I1FRAME 1 j 6' THICK CONIC WALL (TYP) — (P) 4' WIDE MAN GATE TO REPLACE PORTION OF (E) FENCE (E) U/0 WATER — •1 / 3 - (E) 010010 05 TREES 3 ,} 1 / 1 (E) TN CONC WALL D3Nt -- COAX -- MAX —/ 1 11 3 (E) PLAVGROUMO 17 — ►i-5 — (E) CRASS LAWN —\ (P) (4) C Uoo PV0 COAX CONDUIT 60 L.P. t \ (SEE SIT. A-4 FOR TRENCH DETAILS) X K x PC PC PC PC x p T — ►_ 7— p • • T — j — T (P) VOICESTREAM 815 EQUIPMENT (SEE 5110. A.3 FOR CABINET OETAIS) (P) 4' WIDE MAN GATE Wl LOCK TO PROVIDE ACCESS 6R0 VOICESTR EAU COMPOUND 358 T 360 (P) 3' U/0 ELECTRICAL CONDUIT 80 LF. S 6 (P) S' WO TELECOM M CONOJI0 LF. t (SEE SH[. M FOR TRENCH DETAILS) • ENLARGED SITE PLAN 2244 SCALE 3'16' • Y 11817 SCALE 3157. (E) U11.11Y POLE TO EEUTIUZED FOR POWER & TELCO SOURCE B • • • rr r T— p _,• r p_ REVIEWED FOR COD PA 7 _ NEC NF SUN - 4 2001 City Tukwil I IlD .N . D RECEIVED CITY OF TUKWILA MAY 31 7007 PERMIT CENTER ■ • 80807 NORTNCREEK NEWT N 801110618., WA 88011 057ICE 4826) 308-7800 _PROJECT INFORMATION: MILITARY & 27TH SE3551 C 3118S140THST TUKWILA, WA 98168 ` ISSUED FOR: _REVISION HISTORY: Re. DAM DESCR0PTION: BUILDING PERMIT C DRAWN BY: _UCENSURE: CNK. APPV. BY: BY: =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 CHK. SY:= APPV. 8Y: 041 AM AAL - EQUIPMENT: ...DRAWING INFORMATION: VOICESTREAM WIRELESS ANTENNAS COLLOCATED ON AN OUSTING 5T AOL STEEL MONOPOLE WITH EMS E0UIPMF_NT IN A 17-6' • 17-0' FENCED HALF VAULT LEASE AREA DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DANENEIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BYTHE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. = DRAWING TITLE: ENLARGED SITE PLAN = DRAWING NUMBER: A-11 RECEIVED CITY OF TUKWILA MAY 312007 PERMITCENTER VoTce 10807 NORTHCREEK PRIVY N BOTHELL. WA 98011 OFFICE (425) 3141-7900 PROJECT INFORMATION: MILITARY & 27TH SE3551 C 3118 S 14OTN ST TUKWILA, WA 98168 ISSUED FOR C -REVISION HISTORY: No. DAM BEsclUP:ION: BUILDING PERMIT CMK. APPV. DTI 8YR PLANS PREPARED BY B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 DRAWN BY: LICENSURE: CHK. BY::: APPV. BY: - AAL I BJT AM - EQUIPMENT: VOICESTREAM WIRELESS ANTENNAS COLLOCATED ON AN EXISTING S7 AGL STEEL MONOPOLE WITH STS EQUIPMENT IN A TS x 16'0' FENCED HALF VAULT LEASE AREA DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED WENT ES STRICTLY PROHIBITER DRAWING TITLE. SITE ELEVATION DRAWING NUMBER: A -2 ISSUED DR BUILDING F PERMIT TUT MP A 3/132008 MINOR REVISIONS BJT MP A 171292001 ISSUED FOR ZONING BIT MP /i\ 1211512005 ISSUED DESIGN REVIEW BJT MP RECEIVED CITY OF TUKWILA MAY 312007 PERMITCENTER VoTce 10807 NORTHCREEK PRIVY N BOTHELL. WA 98011 OFFICE (425) 3141-7900 PROJECT INFORMATION: MILITARY & 27TH SE3551 C 3118 S 14OTN ST TUKWILA, WA 98168 ISSUED FOR C -REVISION HISTORY: No. DAM BEsclUP:ION: BUILDING PERMIT CMK. APPV. DTI 8YR PLANS PREPARED BY B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 DRAWN BY: LICENSURE: CHK. BY::: APPV. BY: - AAL I BJT AM - EQUIPMENT: VOICESTREAM WIRELESS ANTENNAS COLLOCATED ON AN EXISTING S7 AGL STEEL MONOPOLE WITH STS EQUIPMENT IN A TS x 16'0' FENCED HALF VAULT LEASE AREA DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED WENT ES STRICTLY PROHIBITER DRAWING TITLE. SITE ELEVATION DRAWING NUMBER: A -2 O M EQUIPMENT ISOMETRIC VIEW N.T.S. PURCELL PPC PLNTH. PROVO SHILLS TO LEVEL e N.TS. PLINTH ANCHOR 12• X 4-1P2' REDHEAD SLEEVE ANCHOR (TYP( -\ 7a' NOKIA ULTRASTTE CABINET PLINTH (TYF )- PROVIDE SHIMS TO LEVEL • BTS EQUIPMENT PUNTH DETAIL 2 0 AJI EQUIPMENT CABINET N.T.S. L N.TS. 7S A.s O SERVICE CLEARANCE PLAN RECEIVED CITY OF TUKWILA MAY 31 2007 PERMIT CENTER REQUIRED MINK UM SERVICE CLEARANCE -I J Wif E nr t9607 NORTHCREER MDT N BOTHELL, WA 1080t1 OFFICE (4251 0106.7500 PROJECT INFORMATION: MILITARY & 27TH SE3551 C 3118 S 140TH ST TUKWILA, WA 98168 " ISSUED FOR: L _ REVISION HISTORY: BUILDING PERMIT Na. DATE DESCRIPTION: =PLANS PREPARED BY: DRAWN BY: I UCENSURE: " EQUIPMENT: _DRAWING INFORMATION: DRAWING TITLE: = DRAWING NUMBER: CMG APPV. BY: BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.8514106 CHK. BY: =APPV. BY : AAL BJT AM VOICESTREAM WIRELESS ANTENNAS COLLOCATED ON AN EXISTWG 67 AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A C-0' x 16'-0' FENCED HALF VAULT LEASE AREA 00 NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BYTHE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER TWIN WHICH IS RELATED TO NAMED CLIENT TS STRICTLY PROHIBITED. BTS EQUIPMENT DETAILS A -3 6/152006 ISSUED FOR ISSUED PERMIT BJT MP /� /y\ !!,/ 3/132006 MINOR REVISIONS TUT MP 121262005 ISSUED FOR ZONING BJT ARP A 17/152005 ISSUED DESIGN REVIEW BJT MP O M EQUIPMENT ISOMETRIC VIEW N.T.S. PURCELL PPC PLNTH. PROVO SHILLS TO LEVEL e N.TS. PLINTH ANCHOR 12• X 4-1P2' REDHEAD SLEEVE ANCHOR (TYP( -\ 7a' NOKIA ULTRASTTE CABINET PLINTH (TYF )- PROVIDE SHIMS TO LEVEL • BTS EQUIPMENT PUNTH DETAIL 2 0 AJI EQUIPMENT CABINET N.T.S. L N.TS. 7S A.s O SERVICE CLEARANCE PLAN RECEIVED CITY OF TUKWILA MAY 31 2007 PERMIT CENTER REQUIRED MINK UM SERVICE CLEARANCE -I J Wif E nr t9607 NORTHCREER MDT N BOTHELL, WA 1080t1 OFFICE (4251 0106.7500 PROJECT INFORMATION: MILITARY & 27TH SE3551 C 3118 S 140TH ST TUKWILA, WA 98168 " ISSUED FOR: L _ REVISION HISTORY: BUILDING PERMIT Na. DATE DESCRIPTION: =PLANS PREPARED BY: DRAWN BY: I UCENSURE: " EQUIPMENT: _DRAWING INFORMATION: DRAWING TITLE: = DRAWING NUMBER: CMG APPV. BY: BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.8514106 CHK. BY: =APPV. BY : AAL BJT AM VOICESTREAM WIRELESS ANTENNAS COLLOCATED ON AN EXISTWG 67 AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A C-0' x 16'-0' FENCED HALF VAULT LEASE AREA 00 NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BYTHE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER TWIN WHICH IS RELATED TO NAMED CLIENT TS STRICTLY PROHIBITED. BTS EQUIPMENT DETAILS A -3 S IN CASE OF AN EMERGENCY CALL 1- 888. 662.4662 mu, Net SE3551C Stts Nemec MILITARY 8 27714 • 19807 , WI NORTNCREEK PKWY N BIOTHELL , WA 90011 OFFICE (425) 31311.7800 901BULOFORIOTMATOAM'0R15e0 RITNEAREA OF)90D41A9 • Y M.owi.. Mw... 120x16'1l2"0a24') 1210x36'1120x42) t warms: aartn.on.wMV y wawxw ee easartvw' e..rngawasacrvivawe.a'r9 ..wva. wA = PROJECT INFORMATION: 3'014 GATE POST MILITARY & 27TH SE3551 C 3118S140THST TUKWILA, WA98168 120106' (120x42) — ISSUED FOR: C BUILDING PERMIT — REVISION HISTORY: Ne. DATES DESCRIPTION. CIVIL A BY: BY: sYR 81152°°6 81152°°6 SUD FOR BUIL PERMIT BJT MP / 4 31130006 MINOR REVISIONS BJT MP / 1212612005 ISSUED FOR ZONING FJT MP /�\ \ 12/1512005 ISSUED DESIGN REV@• BJT MP PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206 - 851.1106 — CHI. BY APPV. BY: BY: :: [ - I DRAWN AAL BJT I AM I _LICENSURE: 'Vp 1Vr1s .5. . de4. v v P_[PIRIi4 O$/25U7 — EQUIPMENT: EXISTING 53' AGL STEEL MONOPOLE WTH 8TS EQUIPMENT IN A 6'47 a 16'.0' FENCED HALF VAULT LEASE AREA [. VOICEST3EAM WIRELESS ANTENNAS COLLOCATED ON AN DRAWING INFORMATION: DO NOT SCALE DRAWNGS, CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. 111E INFORMATION CONTAINED N THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. = DRAWING TITLE: GENERAL DETAILS =DRAWING NUMBER: A.4 S IN CASE OF AN EMERGENCY CALL 1- 888. 662.4662 mu, Net SE3551C Stts Nemec MILITARY 8 27714 • FOOTING SEE l NOTICE 901BULOFORIOTMATOAM'0R15e0 RITNEAREA OF)90D41A9 • Y M.owi.. Mw... 120x16'1l2"0a24') 1210x36'1120x42) 6' HIGH GATE /FENCE In.MOM a s ek . : spa n asI POST TYPE POST DIAMETER FOOTING SEE NOTES: 1 N POST 1 - 719.0 (24180) 120x16'1l2"0a24') 1210x36'1120x42) t warms: aartn.on.wMV y wawxw ee easartvw' e..rngawasacrvivawe.a'r9 ..wva. wA CORNER POST 3'014 GATE POST 3 120106' (120x42) 1 ELECTRICAL SERVICE TRENCH A< N.T.S. 200 AMP ELECTOCAI SERVICE PANEL COAX CABLE TRENCH 1SIS UMSTRUT- ATTACH AS REQUIRED TRANSIENT VOLTAGE SURGE SUPPRESSER FINISH GRADE OR AC PAVING MATCH SLOPE THICKNESS OF EXISTING UNDISTURBED NATIVE SOY COMPACTED BACKFLL PER WSDOT 943114 (3) COMPACTED TO MIN UNIT WT AS DETERMINED BY ASTM 01557 UT9.TY WARNING TAPE PPE ZONE BEDDING PER WSDOT 9-03.12(3) COMPACTED TO MIN. 9315 MAX UNIT WTAS DETERMINED BY ASTM D1557 (4) 413 PVC COAX CABLE CONCURS (1) 20 PVC COAX CONTROLLER CABLE CONDUIT WEST SIDE OF COMPOUND P5 5H GRADE OR AC PAVING MATCH SLOPE TIUOINESS OF EX5TNG UNDISTURBED NATIVE SOIL COMPACTED B\CKFEL PER WS00T 903.14(3) COMPACTED TO MN OF 95% MAX UNIT WT AS DETERMINED BY ASTM 01557 UTRJTY WARNING TAPE DIRECT BUR ED 7 PVC ELECTRICAL CONDUIT VOW' RADIUS SWEEPS PIPE ZONE BEDDING PER WSDOT 9-03.12(3) COMPACTED TO MN. 95% OF MAX UNITWTAS DETERMNED BY ASTM 01557 r CONCRETE PAD FOR BTS EQUIPMENTSHET.TER SERVICE LIGHT WITH TIMER AND DUPLEX RECEPTACLE PLASTIC UNISTRUT ENDCAPS TYPICAL METER BASE STANDARD 3' 0 GALVANIZED STEEL PPE 6 STEMWALI ADJ. HEIGHT AS REDUIRED FOR 6' MN. ABOVE F045H GRADE 144), 1?0.C. EACH WAY TELCO DEMARCATION POINT 1516' OMSTRUT • ATTACH AS REOUREO 0 H-FRAME UTILITY EQUIPMENT A-4 N.TS. z4• MN. 6' COMPACTED AGGREGATE UNDISTURBED T095% MAX UNIT WEIGHT NATIVE SOIL PER ASIR 01557 TRH 46606- 1402 -01 TELCO SERVICE TRENCH N.TS. 2900 P51 CONCRETE NO SPECIAL INSPECTIONS REQUIRED EAST SIDE OF COMPOUND FINISH GRADE OR AC PAVING MATCH SLOPE THICIOIESS OF 15051110 UNDISTURBED NATIVE SOL COMPACTED BACKFILL PER %SOOT 9-011413) COMPACTED TO MN OF 95% MAX TAT WT AS DETERMINED BY ASTM 01557 UTUTY WARNING TAPE DIRECT BURIED 2 PVC TELEPHONE CONDUIT (2) 6 PAST DROP. PIPE ZONE BEDDING PER WSDOT 9-03.12(3) COMPACTED TO MN 95 %0F MAX UNIT WT AS DETERMINED BY AS10 01557 4' PERF PIPE WI DRAIN ROCK TYP, O M EQUIPMENT SHELTER VAULT SECTION N.T.O. STANDARD 3' 0 GALVANIZED STEEL PIPE VOI ESTREAM ANTENNAS (SEE SHT. RF•2 FOR DETAILS) TRUSS OR TENSION R00 AS REQUIRED SHARED ELECTRICAL AND TELCO TRENCH UTILITY WARNING TAPE 1OTE: DIAGRAM REPRESENTS ANTENNA SECTORS ONLY AND MAY NOT ACCURATELY REPRESENT THE ACTUAL POSITIONING OF THE ANTENNAS MOUNTED TO THE POLE O Ai ANTENNA COVERAGE SECTORS 14 TS. NOTE (2) B SL67NG GATES DESIGN BY FENCE CONTRACTOR 1O TYPICAL PANEL 6 NIGH 4' GATE r MAX FENCE DETAIL N.T.S. F451 GRADE OR AC PAVING MATCH SLOPE T111CIONESS OF EXISTING UNDISTURBED NATIVE SOIL COMPACTED BACKRIL PER WSDOT 9-05.14(3) COMPACTED TO MN UNIT WT 48 DETERMINED BY ASTM D7657 D IRECT BURIED 2' PVC TELC0 CONDUIT Wf36' RADIUS SWEEPS PPE ZONE BEDDING PER%SOOT % 903.12(3) COMPACTED TO MINAS MAX UNIT WT AS DETERMINED BY ASTM O 1557 DNEC1 BURIED 3 PVC ELECTRICAL CONDUIT WOC RADIUS SWEEPS NOTE TAN COLORED PRIVACY SLATS REQUIRED O A� SITE SIGNAGE DETAIL N.T.S. PRIVACY SLATS (TYP.) TOP RAY 11423'6' STRETCHER BAR W/ MUSHROOM BANDS FENCE POST(TIP* SEE CHART BELOW FOR SIZE CHANINK FABRIC: TO TOUCH GROUND TENSION WIRE AT BOTTOM OF FABRIC -+— FOOTING W/ 1/7 CROWN: SEE CHART BELOW FOR SIZE 6 DEPTH FENCE 0 GATE NOTES: 1 GATE FRAME - 1.7/19' OD, TOP & BRACE RAY -1319' OD, SCIIED40 ASTM -F1063 2. FABRIC 9 GA CORE WIRE SEE 7 MESH FABRIC FABRIC TO TOUCH GRAVEL BASE 3. TIE WIRE. MINIMUM 11 GA. GALVANIZED STEEL 4. BARBED WIRE: NONE REQUIRED 5. GATE LATCIt SWINGING GATE LATCH: VERIFY WITH PROJECT MANAGER. RECEIVED CITY OF TUKWILA MAY 312007 PERMIT CENTER \ \V\ 2 (E) HILLSIDE HALFVALLT SLOE (TYP ONWEE SIDES) /‘// \ \ / . A•1 /, 0 N'x76'SCALE 1/2 1' tr ■1rSCALE: 1I4'•I' 0' 2' 4' HALF -VAULT SECTION 7 CONCItETE EQIAPMENT PAD (SEE SHT.94, DETAIL B) 0' 7 4' FLAG NOTES ALL PONFORCEHENT BARS (REBAR) SHALL BE STIED 4S MESS NOTEOMHtW/E. HORIZONTAL REBAR SPACING WITHR HALFVAULT SIDE SHALL BE 170.C. VERTICAL REBARSPAOW WNFI81 HALF VAULT SOS SHALL 8E 'MOO \ � \�r r /,Y /OX /X /vi; /// �1 4\\/. c\!�'"x ?I� . lti!nr l` �! ice. HALF.VAULT SIDE VIEW (EAST) Ab 24'x SCALE 112"•1' lrxirsCALE Re. l' /.Y FILTER FABRIC 4' PERFORATED DRAIN POPE .DARJGHT EACH SIDE WASHED DRAIN ROCK • y 1s (P)CONC PAD HALF -VAULT PLAN VIEW 24' x OS' SCALE: 12' • )' 1 r:1r SCALE: 1N' • r (P) CONC PAD is' 5— r _. 4' TOP OF SLAB 0, 00" A.OL \ // 1 4 O q HALF -VAULT FRONT VIEW (NORTH) A" 24 0? •r 11' x1r SCALE 04'•1' 5' 2' 4' REVIEWED FOR CODE COMPLIANCE NFPA JUN - 4 2007 Ci Of Tukwila B ILfING D ISN (E) GRADE LEVEL RECEIVED CITY OFTUKWILA MAY 31 2001 PERMIT CENTER WiceStieam' WINSLESS 19807 NORTHCREEK PKWY N BOTHELL, WA 18011 OFFICE 1426) 398 -7800 = PROJECT INFORMATION: MILITARY & 27TH SE3551 C 3118 S 140TH ST TUKWILA, WA 98188 " ISSUED FOR • C _ REVISION HISTORY: BUILDING PERMIT No. DATE DESCRIP10ONI =PLANS PREPARED BY: C DRAWN BY: _ LICENSURE: - EQUIPMENT: _ DRAWING INFORMATION: DRAWING TITLES = DRAWING NUMBER: CHIC. APPV. 59/ 275 B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSVILLE, WA 98270 206.851.1106 CHK. BY: =APPV. BY: — 1 AAL BJT AM VOICESTREAM WIRELESS ANTENNAS COLLOCATED ON AN EXISTING 59' AIL STEEL MONOPOLE WITH TITS EQUIPMENT IN A S3'X (6'.0' FENCED HALF VAULT LEASE AREA DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL 122EN510N5 AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED SYTHE LATEST REVISION, 114E INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT 15 STRICTLY PROHIBRED. HALF VAULT DETAILS A -5 A - \ 4152006 GP PERM' BUILDING BJT MP /1\ / A 3132006 MINOR REVISIONS BJT MP 12292905 ISSUED FOR ZONING BJT MP 11\ 12/15/2065 ISSUED DESIGN REVIEW BJT MP \ \V\ 2 (E) HILLSIDE HALFVALLT SLOE (TYP ONWEE SIDES) /‘// \ \ / . A•1 /, 0 N'x76'SCALE 1/2 1' tr ■1rSCALE: 1I4'•I' 0' 2' 4' HALF -VAULT SECTION 7 CONCItETE EQIAPMENT PAD (SEE SHT.94, DETAIL B) 0' 7 4' FLAG NOTES ALL PONFORCEHENT BARS (REBAR) SHALL BE STIED 4S MESS NOTEOMHtW/E. HORIZONTAL REBAR SPACING WITHR HALFVAULT SIDE SHALL BE 170.C. VERTICAL REBARSPAOW WNFI81 HALF VAULT SOS SHALL 8E 'MOO \ � \�r r /,Y /OX /X /vi; /// �1 4\\/. c\!�'"x ?I� . lti!nr l` �! ice. HALF.VAULT SIDE VIEW (EAST) Ab 24'x SCALE 112"•1' lrxirsCALE Re. l' /.Y FILTER FABRIC 4' PERFORATED DRAIN POPE .DARJGHT EACH SIDE WASHED DRAIN ROCK • y 1s (P)CONC PAD HALF -VAULT PLAN VIEW 24' x OS' SCALE: 12' • )' 1 r:1r SCALE: 1N' • r (P) CONC PAD is' 5— r _. 4' TOP OF SLAB 0, 00" A.OL \ // 1 4 O q HALF -VAULT FRONT VIEW (NORTH) A" 24 0? •r 11' x1r SCALE 04'•1' 5' 2' 4' REVIEWED FOR CODE COMPLIANCE NFPA JUN - 4 2007 Ci Of Tukwila B ILfING D ISN (E) GRADE LEVEL RECEIVED CITY OFTUKWILA MAY 31 2001 PERMIT CENTER WiceStieam' WINSLESS 19807 NORTHCREEK PKWY N BOTHELL, WA 18011 OFFICE 1426) 398 -7800 = PROJECT INFORMATION: MILITARY & 27TH SE3551 C 3118 S 140TH ST TUKWILA, WA 98188 " ISSUED FOR • C _ REVISION HISTORY: BUILDING PERMIT No. DATE DESCRIP10ONI =PLANS PREPARED BY: C DRAWN BY: _ LICENSURE: - EQUIPMENT: _ DRAWING INFORMATION: DRAWING TITLES = DRAWING NUMBER: CHIC. APPV. 59/ 275 B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSVILLE, WA 98270 206.851.1106 CHK. BY: =APPV. BY: — 1 AAL BJT AM VOICESTREAM WIRELESS ANTENNAS COLLOCATED ON AN EXISTING 59' AIL STEEL MONOPOLE WITH TITS EQUIPMENT IN A S3'X (6'.0' FENCED HALF VAULT LEASE AREA DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL 122EN510N5 AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED SYTHE LATEST REVISION, 114E INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT 15 STRICTLY PROHIBRED. HALF VAULT DETAILS A -5 APPRO:MMATE UNE OF (E)Kustoe PACE OF (E) HIUSIDE (P) eqiicat aushiurac FENCE MY TAN PRP/ACV SU■TS mw "vv \ • HALF-VAULT SECTION 2 4' 3S' SCALE Ur T 1 TA lr SCALE: 1/4° r z . (P) trract4 CLAN LINK FENCE wt TAN PRIVACY SLATS (P) MDE MAN GATE TO PROVIDE ACCESS Mt) VOtCP-STREAM COMPOUND (9) 4* WIDE MAN CATE .464•A. 4. 41. AA A. -.,. . = 117...."?..z.'..r.•... . 't.. -.-....4 --r".7...:7 , ......,.....4= • • 41 4■ , _ _ _ _ •7' 4L • 411 :%7 , f..4 , , ea ', 1 A.t.t ...4. .. .... . . . .--20.. . . .41 . . ..er .1■. . . • . . ,... . - 4 11 7 4 - 1, •1 ... 411...il 4 ill 11 1 fr ,. E.' 4 4 1,' 4 .111.4 4 ,■im II 111 III i I' 4 11 II) 4111' lillg: I' P' I 4 Al. Ilk 4AL A. A. Al Atill■ AL A. AM111111■ AL Al, A. A. .■ A• IL. Ilk Alkkitl■ 41. A■ ■ • -e-ms-aistigemstatimam. g‘v., M■1 *WV' 1 0 7 ■"/P" "WW4V. 1 N' `V•I.Tr#17/W Av x 4 / -4e 2 VOICESTREAM COMPOUND (NORTH SIDE) 24x 34 SCALE: 17. T 11' tr SCALE: Itr 4 (E) CHAIN LINK FENCE b (£) OWN UNX PENCE PERSPECTIVE VIEW ViEVIENNED FOlk CODE COMPLIANCE. tifPA /0 - NEC — 24x Xr SCALE NTS Ir SCALE: FENCE NOTE TAN PRIVACY SLATS REQUIRED FOR THIS PROJECT. PRIVACY SLATS NOT SHOWN FOR CLARITY. 1 RECEIVED CITY OF TUKWILA MAY 3 1 Z007 PERMITCENTER 10801 NORTHCREEK MOW N BOTHELL. WA 98011 OFFICE (425) 398.7800 =PROJECT INFORMATION: MILITARY & 27TH SE3551 C 31188 140Th ST TUKWILA, WA 98188 ISSUED FOIC —REVISION HISTORY: CHIC. APPV. BY BT BUILDING PERMIT DATEt DESCRIPTION, A BIM= 3113.2006 58250005 1311512005 ISSUED FOR BUILDING PERMIT MINOR REVISIONS ISSUED FOR ZONING 1855.350 00181254 REVIEW 01.15 BIT MP MP VP MP =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851-1106 [) RAAVN — 0 13Y: —LICENSURE: EQUIPMENT: DRAWING INFORMATION: CHID BY: = APPV. BY: AAL OJT AM VOICESTREAM WIRELESS ANTENNAS COLLOCATED ON AN EXISTING S3' AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A IY-b x 16 FENCED HALF VAULT LEASE AREA. DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NAPJRE. ANY USE OR DISCLOSURE 0111501 1140154 WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. =DRAWING TITLE: HALF VAULT ELEVATIONS =DRAWING NUMBER: A-5.11 x — x — x r P v x v UTILITY SERVICE )1-FRAME AND EOUPL@R (SEE SHT. AS, DETAIL 9) •d' 4 • 4 (P) (4) 41813 PVC COAX CONDUIT 60LI. * 8 (P) r U63 PVC CONTROLLER CABLE 60LF.: (SEE BHT. A-1.1 FOR ROUTING INFO) (P) Y LPG PVC CONTROLLER CJUBUET° BE ROUTED W1 COAX CONOUIT 4 P — P- P P , P— • • d PANEL SCHEDULE CIRCUIT DESCRIPTION PURCETL TVSS N(NOA ULTRASUE 4 . C NOKIA I LLTRASITE n 0 Ala H• SITE SUPPORT e. 4. • P I. x — x J X x T X ip 1 UTuTv SERVICE H -FPASE AND EQUIPMENT - (SEE SHT. A4, DETAIL B) (P) P WC PVC FOR T13.CO BTS (P) r UM PVC CONDUFNB(3) NS THWN 6 (1) 88 GROUND TO BTS ELECTRICAL SITE PLAN 72:34 SCALE: 1? .1' 11:17 SCALE: 1M• -1' 7 -(P) T UVG PVC ELECTRICAL CONDUIT & (P) r U/0 PVC TELECOMM CONDUIT TO UTILITY POLE (SEE SHT. A.1.1 FOR NGURNO IMF°) 2 -1Y PVC FROM UTILITY SOURCE ELECTRICAL NOTES: t ALL ELECTRICAL WORK SHALL BE COMPLETED N ACCORDANCE WITH THE LATEST EDITION OPINE NATIONAL ELECTRICAL CODE AND ANY LOOM. CITY OR COUNTY CODES THAT MAY APPLY. 2. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL. CODE. 3. CONTRACTOR RESPONSIBLE FOR PERMITTING, FILINGS, INSPECTIONS AND TESTING AS REQUIRED BY THE DERMRTMG AUTHORIT AND VOCESTREAM WIRELESS. 4. UNDERGROUND CONDUIT SHALL BE RIGID POLYVINYL CHLORIDE CONDUIT. SCHEDULE 40, TYPE 1, CONFORMING TO IL ARTICLE 85I, MANUFACTURED BY WESTERN PLASTICS OR CARLON. ALL BENDS SHALL BE SO' MIN04UM RADIUS 5. CONTRACTOR SHALL CONTACT ML UTRITIES FOR LOCATION CF UNDERGROUND SERVICES. SERVICE LOCATIONS TO BE CONFIRMED PRIOR TO CONSTRUCTION. [ ALL EQUIPMENT, WIRING. AND MATERIALS MUST HAVE AULLASEL 7. CONTRACTOR SHALL PROVIDE AND INSTALL A Y PVC CONOUITWRH PULL ROPE FROM THE TTLCO 181E BOX AND THE TEL.CO DEMARCATION POINT. [ CONTRACTOR SHALL PROVIDE AND INSTALL A 2 -1? PVC CONDUIT FROM PSE SERWLEIDEMARCATION POINT AND METER BASE OR SERVICE PANEL WHERE APPU TABLE 9. CONDUIT USED INDOORS SHALL BE EMT AND RUC FOR OUTDOORS. COUPLINGS SHALLBE RIGID STEEL AND COMPRESSION TYPE FOR EMT (SET SCREW FITTINGS ARE NOT PERMITTED). FOR ALL STUSLPS, USE RMC. 14 WIRES AND CABLES SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITH NO SPLICES ALLOWED. 11. ALL JUNCTION AND OUTLET BOXES SHALL BE LABELED WITH KROY TAPE OR EQUAL DESIGNATING ALL CIRCUIT NUMBERS CONTAINED N EACH 805. 12 THE DISTRIBUTION PANEL SHALL HAVE ATYPED LEGEND DENTIING 1115 LOADS AF ALL CIRCUIT BREAKERS. 13. CONTRACTOR TO INSTALL CONDUIT 5EAUNG COMPOUND, BLACKBURN DX DUCT SEAL OR EQUAL. POR ALL CONDUITS AFTER WIRMG IS PULLED AND TERMINATED. (3)N3/0 'ROW N Y CONDUIT ELECTRICAL BLOCK DIAGRAM 100!1 1 ?RMC WITH (Z) 012 AND (1) P12GND 100' MAC W ITH (5) 010 1' CHASE NIPPLE (3) N6 AND (1)013 GND 1? RMC WITH (2) 812 AND (1)812 ORD 1D0A, 120/240V, 10, 3W ELECTRICAL DISTRIBUTION PANEL SPACE 2041 UGHT PPC TVSS GEC) RECEPT. TVSS(TRWSEND SO) FURNISHED BY VOICESTREAM PURCELL CABINET UGHT ELECTRICAL ONE LINE DUPLEX GF1 RECEPTACLE WITH WEATHERPROOF COVER RECEIVED CITY OF TU KWILA MAY 312007 PERMIT CENTER IITRtC t!/ 19537 NORTHCREEIC PKWY N SOTMELO., WA 96011 OPF10E (424) 3954500 PROJECT INFORMATION: MILITARY & 27TH SE3551 C 3118 S 140TH ST TUKWILA, WA 98168 ISSUED FOR: C ._REVISION HISTORY: 11e. DATES DESCFLWTWN' BUILDING PERMIT CHK APPV. DTI 871 PLANS PREPARED BY. B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206-851-1106 C DRAWN BY: I UCEHSURE: BJT AAL DRAWING TITLE: _DRAWING NUMBERI CHK. BY:. APPV. BY: AM EQUIPMENT: VOICESTREAM WIRELESS ANTENNAS COLLOCATED ON AN FJOSTNG 53' AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN ABA x 15440 FENCED HALF VAULT LEASE AREA DRAWING INFORMATION: DO NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION THE INFORMATION CONTAINED N THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. ELECTRICAL SITE PLAN E-1 ISSUED FOR PERMIT BJT MP A BUILDING /�\ 7/13/2006 MINOR REVISDNS 51T MP A 1289/2005 ! A ISSUED FOR ZONING BJT MP 12/1541005 ISSUED DESIGN REVIEW BJT MP x — x — x r P v x v UTILITY SERVICE )1-FRAME AND EOUPL@R (SEE SHT. AS, DETAIL 9) •d' 4 • 4 (P) (4) 41813 PVC COAX CONDUIT 60LI. * 8 (P) r U63 PVC CONTROLLER CABLE 60LF.: (SEE BHT. A-1.1 FOR ROUTING INFO) (P) Y LPG PVC CONTROLLER CJUBUET° BE ROUTED W1 COAX CONOUIT 4 P — P- P P , P— • • d PANEL SCHEDULE CIRCUIT DESCRIPTION PURCETL TVSS N(NOA ULTRASUE 4 . C NOKIA I LLTRASITE n 0 Ala H• SITE SUPPORT e. 4. • P I. x — x J X x T X ip 1 UTuTv SERVICE H -FPASE AND EQUIPMENT - (SEE SHT. A4, DETAIL B) (P) P WC PVC FOR T13.CO BTS (P) r UM PVC CONDUFNB(3) NS THWN 6 (1) 88 GROUND TO BTS ELECTRICAL SITE PLAN 72:34 SCALE: 1? .1' 11:17 SCALE: 1M• -1' 7 -(P) T UVG PVC ELECTRICAL CONDUIT & (P) r U/0 PVC TELECOMM CONDUIT TO UTILITY POLE (SEE SHT. A.1.1 FOR NGURNO IMF°) 2 -1Y PVC FROM UTILITY SOURCE ELECTRICAL NOTES: t ALL ELECTRICAL WORK SHALL BE COMPLETED N ACCORDANCE WITH THE LATEST EDITION OPINE NATIONAL ELECTRICAL CODE AND ANY LOOM. CITY OR COUNTY CODES THAT MAY APPLY. 2. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL. CODE. 3. CONTRACTOR RESPONSIBLE FOR PERMITTING, FILINGS, INSPECTIONS AND TESTING AS REQUIRED BY THE DERMRTMG AUTHORIT AND VOCESTREAM WIRELESS. 4. UNDERGROUND CONDUIT SHALL BE RIGID POLYVINYL CHLORIDE CONDUIT. SCHEDULE 40, TYPE 1, CONFORMING TO IL ARTICLE 85I, MANUFACTURED BY WESTERN PLASTICS OR CARLON. ALL BENDS SHALL BE SO' MIN04UM RADIUS 5. CONTRACTOR SHALL CONTACT ML UTRITIES FOR LOCATION CF UNDERGROUND SERVICES. SERVICE LOCATIONS TO BE CONFIRMED PRIOR TO CONSTRUCTION. [ ALL EQUIPMENT, WIRING. AND MATERIALS MUST HAVE AULLASEL 7. CONTRACTOR SHALL PROVIDE AND INSTALL A Y PVC CONOUITWRH PULL ROPE FROM THE TTLCO 181E BOX AND THE TEL.CO DEMARCATION POINT. [ CONTRACTOR SHALL PROVIDE AND INSTALL A 2 -1? PVC CONDUIT FROM PSE SERWLEIDEMARCATION POINT AND METER BASE OR SERVICE PANEL WHERE APPU TABLE 9. CONDUIT USED INDOORS SHALL BE EMT AND RUC FOR OUTDOORS. COUPLINGS SHALLBE RIGID STEEL AND COMPRESSION TYPE FOR EMT (SET SCREW FITTINGS ARE NOT PERMITTED). FOR ALL STUSLPS, USE RMC. 14 WIRES AND CABLES SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITH NO SPLICES ALLOWED. 11. ALL JUNCTION AND OUTLET BOXES SHALL BE LABELED WITH KROY TAPE OR EQUAL DESIGNATING ALL CIRCUIT NUMBERS CONTAINED N EACH 805. 12 THE DISTRIBUTION PANEL SHALL HAVE ATYPED LEGEND DENTIING 1115 LOADS AF ALL CIRCUIT BREAKERS. 13. CONTRACTOR TO INSTALL CONDUIT 5EAUNG COMPOUND, BLACKBURN DX DUCT SEAL OR EQUAL. POR ALL CONDUITS AFTER WIRMG IS PULLED AND TERMINATED. (3)N3/0 'ROW N Y CONDUIT ELECTRICAL BLOCK DIAGRAM 100!1 1 ?RMC WITH (Z) 012 AND (1) P12GND 100' MAC W ITH (5) 010 1' CHASE NIPPLE (3) N6 AND (1)013 GND 1? RMC WITH (2) 812 AND (1)812 ORD 1D0A, 120/240V, 10, 3W ELECTRICAL DISTRIBUTION PANEL SPACE 2041 UGHT PPC TVSS GEC) RECEPT. TVSS(TRWSEND SO) FURNISHED BY VOICESTREAM PURCELL CABINET UGHT ELECTRICAL ONE LINE DUPLEX GF1 RECEPTACLE WITH WEATHERPROOF COVER RECEIVED CITY OF TU KWILA MAY 312007 PERMIT CENTER IITRtC t!/ 19537 NORTHCREEIC PKWY N SOTMELO., WA 96011 OPF10E (424) 3954500 PROJECT INFORMATION: MILITARY & 27TH SE3551 C 3118 S 140TH ST TUKWILA, WA 98168 ISSUED FOR: C ._REVISION HISTORY: 11e. DATES DESCFLWTWN' BUILDING PERMIT CHK APPV. DTI 871 PLANS PREPARED BY. B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206-851-1106 C DRAWN BY: I UCEHSURE: BJT AAL DRAWING TITLE: _DRAWING NUMBERI CHK. BY:. APPV. BY: AM EQUIPMENT: VOICESTREAM WIRELESS ANTENNAS COLLOCATED ON AN FJOSTNG 53' AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN ABA x 15440 FENCED HALF VAULT LEASE AREA DRAWING INFORMATION: DO NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION THE INFORMATION CONTAINED N THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. ELECTRICAL SITE PLAN E-1 (3) GROUND RODS AROUND MONOPOLE BOND MONOPOLE TO GROUND RNQ — CO MOUND ROO (TYF) (SEE GROUNDING NOTE7 TYPICAL CAOWELD BOND (SEE GROUNDING NOTE 4) (SEE SW,. 5.4 FOR ADORONAL NFORMATON BONO *FRAME POSTS AND WWII) EQUIPMENT TO GROUND RING BOND MONOPOLE GROUND RING TO COMPOUND RING B TO POLE GROUND RING IN (2) PLACES MOB AT BOTTOM OF POLE BELOW CABLE ENTRANCE FORT BOND AOB TO V111 GROUND NSPECTIONWELL (SEE SST. EA DETAIL `) AOB AT TOP OF POLE DIRECTLY BELOW ANTENNA ARRAY O SITE GROUNDING PLAN E2 22,34 SCALE: 3/8" e 11517 SCALE: 3/16 BOND GATE POST TO GROUND RING b BONO GATE POST TO GATE (GROWN/ CONNECTIONS PER SIT. &3. DETAIL 2)(71P) • 4 SEE GROUNDING NOTE 5 (TIN ALL GROUND BARS) 8050 H-FRAME POSTS AND MOUNTED EONPLI ENT TO GRoute RINIO MECHAMCJLL CONNECTION (VP) (SEE GROUNDING NOTES 4 AND 1) BOND VS EQUIPMENT TOMGB 42 GREEN STRANDEDTHWN (155) (SEE SST, 54.OE1ATL5) BONO (4) CORNER FENCE POST TO SRE GROUND RING (SEE 5HT. E.3, DETA0. 2) M08 A2 ON ICE BRIDGE NEAR 015 EOLFTN.KJJT GROUNDING NOTES 1. GROUNDING SHALL COMPLY WITH LATEST 50711DN OF THE NATIONAL ELECTRICAL CODE (NEC). 2. MNIAMI BEN0023 RADIUS FORA GROUND/NG CONDUCTOR 6 8'. 1 NO SAUCES SHAH BE PERMITTED N GROUND CONDUCTORS. 4. ALL GROUNDING CONNECTORS ARE TO BE CLEAN ANO FREE OF PANT AND DEBRIS AT THEIR BONDING SURFACES. AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS USE PENETROX OR EQUIVALENT AHTIO7WANT GREASE L ALL GROUND BAR CONNECTIONS ARE TO BE 2 HOLE LUG COMPRESSION TYPE. STACKED CONNECTIONS ARE NOT ACCEPTABLE. BACK TO BACK CONNECTIONS 05 OPPOSITE SIDES OFTHE GROUND BAR ARE PERMITTED. R ALL MECHANICAL CONNECTORS SHALL 05105 UED TONNE MANUFACTURERS SPECIFIED VALUES 7. MULTIPLE BONDS ON GROUND RODS TO BE SEPARATED BY A MINIMUM OF T. 0. MAXIMUM RESISTANCE (TO EARTH) OF THE COMPLETED GROUNDING SYSTEM SHALL NOT EXCEED 5 0HM5. REFER TO GROUNDING NOTE 12 FOR TESTING REOUREMENTS. !. TO PREVENT ESTABLSNBNG A 'CHOKE' POINT. GROUND WIRES SHALL NOT BE ROUTED THROUGH HOLES IN ANY METAL OBJECTS OR SUPPORTS. 10. GROUND BARS SHALL NOT BE FELD MODIFIED. 11. GROUND RING SHAL BE BURIED 3O' BELOW FINISHED GRADE. 12. A CERTIFIED CONTRACTOR SHALL ADAONFSTER AU-REQUIRED TESTS FOR DETERMINING THE OPERATIONAL OUAUTY OF THE GRIYJND1NG SYSTEM. THE GROUNDING SYSTEM 5140 . BE TESTED USING A MEGGER OR APPROVED EQUIVALENT TESTING INSTRUMENT. THREE TESTS SHALL BE ISSUED FOR DETERMINING THE RESISTANCE OF THE GROUNDING SYSTEM 1 TEST AT 100 HEM TEST AT 70 FEET. AND 1 TEST AT 35 FEET. THESE TEST LOCATIONS ARE GENERIC DISTANCES. ARE SUBJECT TO CHANGE. AND SHOULD BEVERIRED ON A SITE BY SITE BASIS. VOICESTREAM WIRELESS SHALL BE GIVEN 24 HOURS NOTICE PRIOR TO THE TESTING OF THE GROUNDING SYSTEM. THE COST ASSOCIATED WITH GROUND TESTING SHALL BE AT THE EXPENSE OF THE CONTRACTOR t3. ALL CONDUCTORS BONDING EQUIPMENT TO THE GROUND RING SHALL BE A2 SOLID BARE TINNED COPPER WIRE, UNLESS NOTED OTHERWISE. SYMBOL LEGEND MCa6 MASTER GROUND BAR 1474924' COPPER TT AGB ▪ ACCESSORY GROUND BAR 14'54712' OR 1 1 U4kPQ0'COPPER EXPOSED WIRING - - - - UNDERGROUND WIRNG • CADWELO • MECHANICAL CONNECTION • 554E COPPER CLAD STEEL GROUND ROD NSPECTION PORT GROUND REVIEWED FO CODE COMPLIANCE NFPA 70 J UN - 4 2001 City Of Tukwila B ILDING D ION RECEIVED CITY OF TUKWILA MAY 31 2007 PERMIT CENTER Ic m 19801 NOSITNCRESIC PRIVY N 00TH55.1. WA 08011 OFFICE (429) 3984400 _PROJECT INFORMATION: MILITARY & 27TH SE3551 C 5118 S 140TH ST TUKWILA, WA 98168 C - ISSUED FOR: — R£YISION HISTORY: BUILDING PERMIT No. DATE, DESCRIPTION, PLANS PREPARED BY: -DRAWN BY: AAL _LICENSURE: - EQUIPMENT: _ DRAWING INFORMATION: DRAWING TITLE: _DRAWING NUMBER: CNA. APPV. BY: BYI B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 CHK. BY :: APPV BY : BJT AM VOICESTREAM WIRELESS ANTENNAS COLLOCATED ON AN EXISTING FIT AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A B$ 512-TEEMED )ALE VAULT LEASE AREA. DO NOT SGT P DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. AU- PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED N THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH 6 RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. GROUNDING PLAN E -2 A 8/152005 \ \\ ISSUED FOR BALDING PE SIT 1AP /3\ \1 3t13/2006 MMORRENSONS BJT MP / ' \ 1� ISSUED FOR ZONING BJT MP / /1 \ 17/152005 ISSUED DESIGN REVIEW OJT MP (3) GROUND RODS AROUND MONOPOLE BOND MONOPOLE TO GROUND RNQ — CO MOUND ROO (TYF) (SEE GROUNDING NOTE7 TYPICAL CAOWELD BOND (SEE GROUNDING NOTE 4) (SEE SW,. 5.4 FOR ADORONAL NFORMATON BONO *FRAME POSTS AND WWII) EQUIPMENT TO GROUND RING BOND MONOPOLE GROUND RING TO COMPOUND RING B TO POLE GROUND RING IN (2) PLACES MOB AT BOTTOM OF POLE BELOW CABLE ENTRANCE FORT BOND AOB TO V111 GROUND NSPECTIONWELL (SEE SST. EA DETAIL `) AOB AT TOP OF POLE DIRECTLY BELOW ANTENNA ARRAY O SITE GROUNDING PLAN E2 22,34 SCALE: 3/8" e 11517 SCALE: 3/16 BOND GATE POST TO GROUND RING b BONO GATE POST TO GATE (GROWN/ CONNECTIONS PER SIT. &3. DETAIL 2)(71P) • 4 SEE GROUNDING NOTE 5 (TIN ALL GROUND BARS) 8050 H-FRAME POSTS AND MOUNTED EONPLI ENT TO GRoute RINIO MECHAMCJLL CONNECTION (VP) (SEE GROUNDING NOTES 4 AND 1) BOND VS EQUIPMENT TOMGB 42 GREEN STRANDEDTHWN (155) (SEE SST, 54.OE1ATL5) BONO (4) CORNER FENCE POST TO SRE GROUND RING (SEE 5HT. E.3, DETA0. 2) M08 A2 ON ICE BRIDGE NEAR 015 EOLFTN.KJJT GROUNDING NOTES 1. GROUNDING SHALL COMPLY WITH LATEST 50711DN OF THE NATIONAL ELECTRICAL CODE (NEC). 2. MNIAMI BEN0023 RADIUS FORA GROUND/NG CONDUCTOR 6 8'. 1 NO SAUCES SHAH BE PERMITTED N GROUND CONDUCTORS. 4. ALL GROUNDING CONNECTORS ARE TO BE CLEAN ANO FREE OF PANT AND DEBRIS AT THEIR BONDING SURFACES. AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS USE PENETROX OR EQUIVALENT AHTIO7WANT GREASE L ALL GROUND BAR CONNECTIONS ARE TO BE 2 HOLE LUG COMPRESSION TYPE. STACKED CONNECTIONS ARE NOT ACCEPTABLE. BACK TO BACK CONNECTIONS 05 OPPOSITE SIDES OFTHE GROUND BAR ARE PERMITTED. R ALL MECHANICAL CONNECTORS SHALL 05105 UED TONNE MANUFACTURERS SPECIFIED VALUES 7. MULTIPLE BONDS ON GROUND RODS TO BE SEPARATED BY A MINIMUM OF T. 0. MAXIMUM RESISTANCE (TO EARTH) OF THE COMPLETED GROUNDING SYSTEM SHALL NOT EXCEED 5 0HM5. REFER TO GROUNDING NOTE 12 FOR TESTING REOUREMENTS. !. TO PREVENT ESTABLSNBNG A 'CHOKE' POINT. GROUND WIRES SHALL NOT BE ROUTED THROUGH HOLES IN ANY METAL OBJECTS OR SUPPORTS. 10. GROUND BARS SHALL NOT BE FELD MODIFIED. 11. GROUND RING SHAL BE BURIED 3O' BELOW FINISHED GRADE. 12. A CERTIFIED CONTRACTOR SHALL ADAONFSTER AU-REQUIRED TESTS FOR DETERMINING THE OPERATIONAL OUAUTY OF THE GRIYJND1NG SYSTEM. THE GROUNDING SYSTEM 5140 . BE TESTED USING A MEGGER OR APPROVED EQUIVALENT TESTING INSTRUMENT. THREE TESTS SHALL BE ISSUED FOR DETERMINING THE RESISTANCE OF THE GROUNDING SYSTEM 1 TEST AT 100 HEM TEST AT 70 FEET. AND 1 TEST AT 35 FEET. THESE TEST LOCATIONS ARE GENERIC DISTANCES. ARE SUBJECT TO CHANGE. AND SHOULD BEVERIRED ON A SITE BY SITE BASIS. VOICESTREAM WIRELESS SHALL BE GIVEN 24 HOURS NOTICE PRIOR TO THE TESTING OF THE GROUNDING SYSTEM. THE COST ASSOCIATED WITH GROUND TESTING SHALL BE AT THE EXPENSE OF THE CONTRACTOR t3. ALL CONDUCTORS BONDING EQUIPMENT TO THE GROUND RING SHALL BE A2 SOLID BARE TINNED COPPER WIRE, UNLESS NOTED OTHERWISE. SYMBOL LEGEND MCa6 MASTER GROUND BAR 1474924' COPPER TT AGB ▪ ACCESSORY GROUND BAR 14'54712' OR 1 1 U4kPQ0'COPPER EXPOSED WIRING - - - - UNDERGROUND WIRNG • CADWELO • MECHANICAL CONNECTION • 554E COPPER CLAD STEEL GROUND ROD NSPECTION PORT GROUND REVIEWED FO CODE COMPLIANCE NFPA 70 J UN - 4 2001 City Of Tukwila B ILDING D ION RECEIVED CITY OF TUKWILA MAY 31 2007 PERMIT CENTER Ic m 19801 NOSITNCRESIC PRIVY N 00TH55.1. WA 08011 OFFICE (429) 3984400 _PROJECT INFORMATION: MILITARY & 27TH SE3551 C 5118 S 140TH ST TUKWILA, WA 98168 C - ISSUED FOR: — R£YISION HISTORY: BUILDING PERMIT No. DATE, DESCRIPTION, PLANS PREPARED BY: -DRAWN BY: AAL _LICENSURE: - EQUIPMENT: _ DRAWING INFORMATION: DRAWING TITLE: _DRAWING NUMBER: CNA. APPV. BY: BYI B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 CHK. BY :: APPV BY : BJT AM VOICESTREAM WIRELESS ANTENNAS COLLOCATED ON AN EXISTING FIT AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A B$ 512-TEEMED )ALE VAULT LEASE AREA. DO NOT SGT P DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. AU- PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED N THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH 6 RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. GROUNDING PLAN E -2 DWALPOLEANTENNA. (TYP.) N2 TI-2 GAEEMTO ANTENNA MOUNT AG9 MOUNIFDTO MONOPOLE DIRECTLY BELOW ANTENNAS IMTHW GREEN ROUTED WITH ANTENNA CABLES MG8 MOUNTED TO MONOPOLE AT BOTTOM— gr 11 7 1 ANTENNAJUMPERCABLE, SEE SHEETS RF-1 AND RF2 FOR DETAILS BOND LNA TO ANTENNA MOUNTWAC2 GREED! THW • • r--- LNAEOUIPMNT -BEE SHEET RF2 FOR ADO*TONAL INFORMATION GROUND AND WEATHER PROOFING DOTS, INSTALL DELOWANTHINAR, MP.) GROUND TAD. (TYP.) CONDALCABLE.BEE SHEETS RF -1 AND RF-2 FOR DETAILS (TYP) GROUND AND WEATHERPROOFING LOTS. LOCATED NEAR EDUIPMENT, (TYP.) 92THW GREEN (TYP) MOUNT MOB ON ICE BRIDGE WEARERS EOUIPMENT EOUIPMFMJUMPER CABLE, SEE SHEETS RF-1 AND RF-2 FORDETA0.8 - - -9- -- -- -- r SITE GROUNDINGRINO ________________ L __________ - ____________ -1-- O ANTENNA GROUNDING RISER E3 N.T.& —BOND ALL 815 EQUIPMENT TO MRS-I2 TRW GREEN (MI BOUDOIR TO GROUND RNO -P2 SOUDBARETINNED COPPER (TV ALL MGR'S) BOND CABINET ORM BAR TO GROUND RING - SOUP BARE TINNED COPPER GATE POST, TYP. FLEXIBLE COPPER BRAID BURNDY TYPE '13' WITH SLEEVES ON EACH END DESIGNED FOR CADWELDS OR EQUAL CADWELD,TYP. O FENC GROUNDING DETAILS NITS A2 SOLID BARE TINNED COPPER CONCRETE FOOTING 0 REVIEWED FOR CODE COMPLIANCE NFPA70 -NEC JUN - 4 2007 City Of Tukwila B ILDXN D I N RECEIVED CITY OF TUKWILA MAY 312007 PERMIT CENTER Norm• 19807 NORTHCREEK PKWY N 907RELL , WA 98011 01110E (425) 3997E00 PROJECT INFORMATION: MILITARY & 27111 SE3551C 3118 S 140TH ST TUKWILA, WA 98168 ISSUED FOR: C _ REVISION HISTORY: N.. 0817, DESCRIPTION': BUILDING PERMIT KOK. APPV. BY: BY, =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 C DRAWN BY: LICENSURE: CHK. BYs = APPV. BY: I AM AAL - EQUIPMENT: L _ DRAWING INFORMATION: BJT VOICESTREAM WIRELESS ANTENNAS COLLOCATED ON AN EXISTING 83' AOL STEEL MONOPOLE WITH BTS EQUPMENT IN A F-6' :18'.0 FENCED HALF VAULT LEASE ARE& DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY AU- DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS ALL PREVIOUS ISSUES OF TINS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. TIE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS LS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WINCH IS RELATED TO NAMED CUENT STRICTLY PROMOTED, DRAWING TITLE: ELECTRICAL GROUNDING DETAILS =DRAWING HUMBER E -3 A ISSUED BNS2D06 FOR BLOOM PERMIT BUT MP /� / 371312008 MINOR REVISIONS BJT MP 1 t \ \ 1212'12005 ISSUED FOR ZONING BIT MP / " \ 121152005 ISSUED DESIGN REVIEW BJT APP DWALPOLEANTENNA. (TYP.) N2 TI-2 GAEEMTO ANTENNA MOUNT AG9 MOUNIFDTO MONOPOLE DIRECTLY BELOW ANTENNAS IMTHW GREEN ROUTED WITH ANTENNA CABLES MG8 MOUNTED TO MONOPOLE AT BOTTOM— gr 11 7 1 ANTENNAJUMPERCABLE, SEE SHEETS RF-1 AND RF2 FOR DETAILS BOND LNA TO ANTENNA MOUNTWAC2 GREED! THW • • r--- LNAEOUIPMNT -BEE SHEET RF2 FOR ADO*TONAL INFORMATION GROUND AND WEATHER PROOFING DOTS, INSTALL DELOWANTHINAR, MP.) GROUND TAD. (TYP.) CONDALCABLE.BEE SHEETS RF -1 AND RF-2 FOR DETAILS (TYP) GROUND AND WEATHERPROOFING LOTS. LOCATED NEAR EDUIPMENT, (TYP.) 92THW GREEN (TYP) MOUNT MOB ON ICE BRIDGE WEARERS EOUIPMENT EOUIPMFMJUMPER CABLE, SEE SHEETS RF-1 AND RF-2 FORDETA0.8 - - -9- -- -- -- r SITE GROUNDINGRINO ________________ L __________ - ____________ -1-- O ANTENNA GROUNDING RISER E3 N.T.& —BOND ALL 815 EQUIPMENT TO MRS-I2 TRW GREEN (MI BOUDOIR TO GROUND RNO -P2 SOUDBARETINNED COPPER (TV ALL MGR'S) BOND CABINET ORM BAR TO GROUND RING - SOUP BARE TINNED COPPER GATE POST, TYP. FLEXIBLE COPPER BRAID BURNDY TYPE '13' WITH SLEEVES ON EACH END DESIGNED FOR CADWELDS OR EQUAL CADWELD,TYP. O FENC GROUNDING DETAILS NITS A2 SOLID BARE TINNED COPPER CONCRETE FOOTING 0 REVIEWED FOR CODE COMPLIANCE NFPA70 -NEC JUN - 4 2007 City Of Tukwila B ILDXN D I N RECEIVED CITY OF TUKWILA MAY 312007 PERMIT CENTER Norm• 19807 NORTHCREEK PKWY N 907RELL , WA 98011 01110E (425) 3997E00 PROJECT INFORMATION: MILITARY & 27111 SE3551C 3118 S 140TH ST TUKWILA, WA 98168 ISSUED FOR: C _ REVISION HISTORY: N.. 0817, DESCRIPTION': BUILDING PERMIT KOK. APPV. BY: BY, =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 C DRAWN BY: LICENSURE: CHK. BYs = APPV. BY: I AM AAL - EQUIPMENT: L _ DRAWING INFORMATION: BJT VOICESTREAM WIRELESS ANTENNAS COLLOCATED ON AN EXISTING 83' AOL STEEL MONOPOLE WITH BTS EQUPMENT IN A F-6' :18'.0 FENCED HALF VAULT LEASE ARE& DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY AU- DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS ALL PREVIOUS ISSUES OF TINS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. TIE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS LS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WINCH IS RELATED TO NAMED CUENT STRICTLY PROMOTED, DRAWING TITLE: ELECTRICAL GROUNDING DETAILS =DRAWING HUMBER E -3 \.` TYPE TA ter TYPEVN \, TYPE NC TYPE SS ;E �c toct: - 41 I ,_..... TYPEW TYPE VS TYPEVB TYPE PT i�� -.411 to � MP \ 3713$Z00S MWOR REVISIONS `:•. MP TYPE GT VI TYPEGY - TYPEGR MP TYPE GL • TYPICAL CADWELD CONNECTIONS N.TS- O MAN CONDUCTOR, COPPER CABLE O WSW' COPPER CLAD STEEL GROUND ROD O CADWELD TYPE IA' ® CROWELL/TTYPE"GT CD GROUND ROD CONNECTION N.TS. COVER TOP OF GRADE 5B' GROUND ROD e N.TS. COAX CABLE GRCUNDP4G TOTS WITH LONG BARREL COIAPRESSICT4 LUGS. INSTALLED BY CONTRACTOR. METAL FRAME WITH SOLID U0 ENGRAVED WTGAOUND' ON U0 OF COVER WP8 UFT HOLE AT CENTER OF COVER GROUND WELL 12 0 X 24' LONG CONC. PIPE WITH COVER (SEE ABOVE) 'vr•�i� /����.7: Sri tlT3!�!;(- r f2 BARE TBSIED COPPER rp LOOPED M TEST WELL PERIMITER GROUND RING GROUND INSPECTION WELL NARGER GROUNDING BAR u0814BN (OR EQUAL) WITH HOLE PATTERN, STANDOFF IISLM1.ATORS AND MOUNTING BRACKETS AS SHOWN R GREEN INSULATED COPPER WIRE TO AGES AT TOP OF POLE ® e CAOWB.D MGB AT BTS EQUIPMENT & BOTTOM OF POLE 3N' S.S. HEXNJT 318' SS STAR WASHER (TYP.) 92 SOLID BARE TINNED COPPER WARE TO GROUND RING . PROVIDE (2)1E511GB N.T.S. 125TR0. GREEN INSULATED W1RE 0 N.T.S. GROUND BAR DETAILS SUSS BAR OR FLAT SURFACE OF EQUIP. I WIREWAY NO-111X ANTI-0XIDUZWG COMPOUND 318' X Y SS HEXBOLT 315 B.S LOCHWASHER (TYPE 318' X 1? s.s FLAT WASHER (TYP.) NOTES 1. TYP. ALL GROUND WIRES FOR ELECT. AND OTHER EQUIPMENT. 2 THE ENTWE LUG AND AREA TO BE SPRAYED WRIT CLEAR LAMER OR COLD GALVNT2NG SPRAY 3. GROUND LEADS TO BE CAOWELOED TO GROUND RUNG HAAGER GROUNDING BAR 9081144120 OR EQUAL ANTENNA MOUNT GROUND COAX CABLE GROUNDING TOTS TWO HOLE COMPRESSION CRIMP LUG (P2) DETAIL IS TNT. OF TWO NUTS & BOLTS TYPICAL CABINET GROUNDING DETAIL AGB TOP OF POLE 92 GREEN INSULATED COPPER MARE TO MGB AT BOTTOM OF POLE REVIEWED FOR CODE COMPLIANCE NFPA 70 - NEC JUN - 4 2007 City Of Tukwila BUILDIN D SION RECEIVED CITY OF TUKWILA MAY 3 1 2007 PERMITGENTER 19807 HORTNCREEN P105? N BOTHELL. WA99011 OFFICE (425) 398.7800 ..PROJECT INFORMATION' MILITARY & 27TH SE3551 C 3118 8 140111 ST TUKWILA, WA 98168 ( - ISSUED FOR: _REVISION HISTORY: No. DATE; DESCRIPTION; BUILDING PERMIT CHIC. APPV. 871 013 PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206-851-1106 DRAWN BY _ UCENSURE• CHIC. BY: - APPV. BY: - , BJT I AM AAL EQUIPMENT: .DRAWING INFORMATION: V0(CESTRFAM WIRELESS ANTENNAS COLLOCATED ON AN EXISTING ST AGL STEEL MONOPOLE WITH BTS EOUPMENT IN A Sd' X 16'ID' FENCED HALF VAULT LEASE AREA. DO NOT SCALE DRAWSIOS. CONTRACTOR MUST VERIFY ALL DDAENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROH0(TE0. DRAWING TITLE: ELECTRICAL GROUNDING DETAILS DRAWING HUMBER: E -4 ISSUED iOR BUILDING P ERM IT BJT MP A 87152006 / \ 3713$Z00S MWOR REVISIONS BJT MP / ' 1 2272972005 ISSUED FOR ZONING BIT MP A 1s1157Z00s BJT MP ISSUED DESIGN REVIEW • TYPICAL CADWELD CONNECTIONS N.TS- O MAN CONDUCTOR, COPPER CABLE O WSW' COPPER CLAD STEEL GROUND ROD O CADWELD TYPE IA' ® CROWELL/TTYPE"GT CD GROUND ROD CONNECTION N.TS. COVER TOP OF GRADE 5B' GROUND ROD e N.TS. COAX CABLE GRCUNDP4G TOTS WITH LONG BARREL COIAPRESSICT4 LUGS. INSTALLED BY CONTRACTOR. METAL FRAME WITH SOLID U0 ENGRAVED WTGAOUND' ON U0 OF COVER WP8 UFT HOLE AT CENTER OF COVER GROUND WELL 12 0 X 24' LONG CONC. PIPE WITH COVER (SEE ABOVE) 'vr•�i� /����.7: Sri tlT3!�!;(- r f2 BARE TBSIED COPPER rp LOOPED M TEST WELL PERIMITER GROUND RING GROUND INSPECTION WELL NARGER GROUNDING BAR u0814BN (OR EQUAL) WITH HOLE PATTERN, STANDOFF IISLM1.ATORS AND MOUNTING BRACKETS AS SHOWN R GREEN INSULATED COPPER WIRE TO AGES AT TOP OF POLE ® e CAOWB.D MGB AT BTS EQUIPMENT & BOTTOM OF POLE 3N' S.S. HEXNJT 318' SS STAR WASHER (TYP.) 92 SOLID BARE TINNED COPPER WARE TO GROUND RING . PROVIDE (2)1E511GB N.T.S. 125TR0. GREEN INSULATED W1RE 0 N.T.S. GROUND BAR DETAILS SUSS BAR OR FLAT SURFACE OF EQUIP. I WIREWAY NO-111X ANTI-0XIDUZWG COMPOUND 318' X Y SS HEXBOLT 315 B.S LOCHWASHER (TYPE 318' X 1? s.s FLAT WASHER (TYP.) NOTES 1. TYP. ALL GROUND WIRES FOR ELECT. AND OTHER EQUIPMENT. 2 THE ENTWE LUG AND AREA TO BE SPRAYED WRIT CLEAR LAMER OR COLD GALVNT2NG SPRAY 3. GROUND LEADS TO BE CAOWELOED TO GROUND RUNG HAAGER GROUNDING BAR 9081144120 OR EQUAL ANTENNA MOUNT GROUND COAX CABLE GROUNDING TOTS TWO HOLE COMPRESSION CRIMP LUG (P2) DETAIL IS TNT. OF TWO NUTS & BOLTS TYPICAL CABINET GROUNDING DETAIL AGB TOP OF POLE 92 GREEN INSULATED COPPER MARE TO MGB AT BOTTOM OF POLE REVIEWED FOR CODE COMPLIANCE NFPA 70 - NEC JUN - 4 2007 City Of Tukwila BUILDIN D SION RECEIVED CITY OF TUKWILA MAY 3 1 2007 PERMITGENTER 19807 HORTNCREEN P105? N BOTHELL. WA99011 OFFICE (425) 398.7800 ..PROJECT INFORMATION' MILITARY & 27TH SE3551 C 3118 8 140111 ST TUKWILA, WA 98168 ( - ISSUED FOR: _REVISION HISTORY: No. DATE; DESCRIPTION; BUILDING PERMIT CHIC. APPV. 871 013 PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206-851-1106 DRAWN BY _ UCENSURE• CHIC. BY: - APPV. BY: - , BJT I AM AAL EQUIPMENT: .DRAWING INFORMATION: V0(CESTRFAM WIRELESS ANTENNAS COLLOCATED ON AN EXISTING ST AGL STEEL MONOPOLE WITH BTS EOUPMENT IN A Sd' X 16'ID' FENCED HALF VAULT LEASE AREA. DO NOT SCALE DRAWSIOS. CONTRACTOR MUST VERIFY ALL DDAENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROH0(TE0. DRAWING TITLE: ELECTRICAL GROUNDING DETAILS DRAWING HUMBER: E -4 ANTENNA SECTOR ANTENNA MODEL V ENDOR AZIMUTH (TAT) MECHANICAL OOWNi1LT RADIATION CENTER CABLE LENGTH — COAXAL CABLE ! NUMBER CP COAX RUNS M1 ALPHA ADFUP- 182856SB.X1311 ANDREW 150' 7 574 129' ANDREW 7/7 DM. 4 B•1 BETA ADFOP- 18285658 •XDM ANDREW 347 7 504 120 ANDREW 71 6' 010. 4 GPS WA 59532A MM SYETRICOM NIA NIA TBD T8D ANDREW 112 OA. 1 911 NA 850818538 COMTELCO NA NA TB0 7BD ANDREW1/7 DIA. 1 TYPE OF EQUIPMENT LENGTH OF CABLE RUN DIA OF CABLES MIN. BENDING RADOS CITYTALW ULTRASRES 3-0" AND 174 SUPERFLEX /LIMPER RUNS . 1114• CRYTALW ULTRASRES 3-7, 8 AND 174 FLEX JUNIPER RUNS �, 4 . ULTRASITES 7 THRU 1061P 718- 17 ULTRASRES WANA 101• THRU 1574 718 17 Q 5115/2006 151 AND GREATER ISSUED FOR BJT MP BUILDING PFRMR /� / 3" 311312806 MINOR REVISIONS 8JT MP / / \ 12129/2005 ISSUED FOR ZONING BAR MP ^ ' / ' \ 12/152435 ISSUED DESIGN REVIEW BIT MP TYPE OF EQUIPMENT LENGTH OF CABLE RUN DIA OF CABLES MIN. BENDING RADOS CITYTALW ULTRASRES 3-0" AND 174 SUPERFLEX /LIMPER RUNS . 1114• CRYTALW ULTRASRES 3-7, 8 AND 174 FLEX JUNIPER RUNS �, 4 . ULTRASITES 7 THRU 1061P 718- 17 ULTRASRES WANA 101• THRU 1574 718 17 ULTRASOTES 151 AND GREATER 1 5110 27 CITYTALK 7THRU 1774 718' 17 CRYTAL3 131 6711:1 GREATER 1 5/81 27 COAXIAL CABLE NOTES 1. ALL COAXIAL CABLE CONNECTIONS TO BE WEATHERPROOFED. 2. CONTRACTOR TO PROVIDE MP LOOPS N CABLES AMD JUMPERS WHERE NECESSARY. 3, TAGGING 3.1 ALL COAXIAL CABLES TO BE MARKED WITH COLOR CODED TAPE TO INDICATE THE ANTENNA SECTOR 32 COLORED ELECTRICAL TAPE SHALL MARK EACH END OF CABLE AND EACH END OF JUMPERS AS CLOSE TO EACH END AS POSSIBLE (NOT TO INTERFERE WITH WEATHERPROOFING). 4. COAXIAL CABLE SPECIFICATIONS REQUIRE CABLE SUPPORT EVERY 74 ON CENTER. CONTRACTOR SHALL SUPPLY SUPPORTS AS REQUIRED TO MEET THIS REQUIREMENT. STEP 1 CANUSA HEAVY WALL HEAT SW INKAU COAX CONNECTIONS INSTALL PER UANUFACTIIRERS INSTRUCTIONS RF -1 COAXIAL CABLE WEATHERPROOFING N.T.S. SITE LOADING CHART STEP 3 STEP 2 ANTENNA AND COAX GENERAL NOTES 1. ALL ANTENNAAND COAXIAL ANTENNA CABLE TO BE FURNISHED HY VOICESTREAM AND INSTALLED BY CONTRACTOR 2. COAX COLOR CODING ANTENNAS TO BE NUMBERED N A CLOCKWISE MANNER FROM TRUE NORTH AND COLOR COOED AS FOLLOWS 3. ALPHA SECTOR BETA SECTOR SECTOR ANTENNA DESIGNATION • COLOR CODING Al A3 M A2 1 RED BAND 3 RED BANDS • 4 RED BANDS • 2 RED BANDS B1 • 1 GREEN BAND 83 3 GREEN BANDS 84 - 4 GREEN BANDS 82 • 2 GREEN BANDS 4. THE ABOVE COAX COLOR CODING APPLIES TO SECTORIZEO SITES FOR OMNI SITES USE THE ATO, BTO, GTO COLOR CODES ONLY. CON( SHALL BE TAGGED WITH COLOR CODING AT (2) PLACES USING T WIDE WEATHERPROOF COLORED VINYL TAPE AT THE FOLLOWING LOCATIONS. 51 AT ANTENNA CONNECTION 82AT ENTRY TO EQUIPMENT CABINET I RUN COAXAL CABLE WITH MINIMUM 17 SLACK 17 FROM EDGE OF EQUIPMENT CABINETS. THROUGH PCV COAX CONDUITS. UP INTERIOR OF MONOPOLE AND DISTRIBUTE TO EACH ANTENNA DEVICE FURNISH AND INSTALL MINIMUM OF (3) GROUND TOTS PER COAXIAL CABLE PER ELECTRICAL DRAWINGS VERIFY NUMBER OF ANTENNAS. CABLE AND CABLE DIAMETER WITH PROECT MANAGER. Tx: 1965 -1985 Mhz Rx:1885 -1905 Mhz 0 COAXIAL CABLE SPECIFICATIONS REVIEWED FOR CODE COMPLIANCE NFPA70 -NEC JUN - 4 2007 City Of Tukwila -- BUILDING DIVISION Tx AND Rx FREQUENCIES FOR SEATTLE MrXRKET: RECEIVED CITY OF TUKWILA MAY 312007 PERMIT CENTER IINNSL••• 10807 MOBTNCBEEK PKWY N BOT1HELL, WA 98011 OPPICE (425) 398.7800 = PROJECT INFORMATION: MILITARY & 27TH SEMI 3118 S 140TH ST TUKWILA, WA 98168 — ISSUED F R: C _ REVISION HISTORY: No. DATES OESCRIPTIONN BUILDING PERMIT PLANS PREPARED BY: CHI APPV. 813 1111 B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206 - 851.1106 DRAWN BY: _LICENSURE: — EQUIPMENT: _ DRAWING INFORMATION: CHIC. BY: =APPV. BY: AAL BJT AM VOICESTREAM WIRELESS ANTENNAS COLLOCATED ON AN EXISTING 53' AOL STEEL MONOPOLE WITH 8T8 EQUIPMENT N A 818' K 174 FENCED HALF VAULT LEASE AREA DO NOT SCALE DRAWING;. CONTRACTOR MUST VERFY All DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. =DRAWING TIME. RF DETAILS = DRAWING NUMBER: RF -7 ALPHA SECTOR 1 RED . 1X=RX 3REO 4RED 2 RED BETA SECTOR 1 GREEN 3 GREEN 4 GREEN 2 GREEN EQUIPMENT CABINETS 0 N.T.S. raSUPERFLEX JUMPER CABLE rd SUPERFLEX JUMPER CABLE r-0 SUPERFLEX JUMPER CABLE r-0 SUPERFLEX JUMPER CABLE ro• SUPERFLOC JUMPER CABLE r-0' SUPERFLE( JUMPER CABLE r4 SUPERREX JUMPER CABLE SUPERFLEX JUMPER CABLE Entrai 7/11` COAXAL 3'd FLEX CABLE -120 JUMPER CABLE C117131 DIN L IRA III [Era =NI .Q© E 1 ■(� Mal 11 GPS ANTENNA DATA MECHANICAL BPECLFICATpNS PART NUMBER 58532A HEIGHT DIAMETER 6.42' (163m ,) 354•0 (9O n ) WEIGHT 16o:14270) CONNECTORS MNTING HARDWARE YP TE 'N I OU OPT1ONAUB MAST RI ELECTCAL SPECIFICATIONS 1555 I RIGHT-HAND CIRCULAR I X30 d81 I Q5 1 750 WATTTS CW GPS ANTENNA SPECIFICATIONS 0 COAXIAL CABLE DIAGRAM N.T.S. TYPE CONNECTOR IN BASE OF ANTENNA 71C COAXAL CABLE -120' 7/6' COAXIAL CABLE 127 MY COAXAL CABLE -120' 7rr COAXIAL CABLE -110' NB CAME NV COAXAL CABLE -110' COAXW. CABLE 110' TYPE N CONNECTOR IN BASE OF ANTEIR4A T 0 TAFEX r.o FLEX JVAIPPR CABLE JUMPER CABLE 1:1110 LNA 1 ■ CP REX JUMPER CABLE car. 3'-0' FLEX JUMPER CABLE 3'-0' FLEX 7-0' FLEX JUMPER CABLE ' JUMPER CABLES LNA N.T.S. AP FLEX JUMPER CABLE r#' FLEX EWER CABLE Fr RIM JUMPER CABLE 3'-0` FLEX JUMPER CABLE � Q 3'- 0 JUMPER CABLE Q 911 ANTENNA SPECIFICATIONS A-1 0-1 &2 911 ANTENNA DATA MECHANICAL SPECIFICATIONS PART NUMBER HEIGHT DIAMETER 8 I 00818U8 151n 1.35 in WEIGHT CONNECTORS 415s (1)TYPE STANDARD MOUNTING HARDWARE BSMNT1 ELECTRICAL SPECIE1CATIOIN9 FREQUENCY GAIN VIJRTK:AL 8.W VsWRR POWER RATING 825898 1850.1990 MHz UNRY 75 �21 250WATTS ADFDP- 18215'858 -XDM ADFDP.112L58513-X0M SWEEP TEST PROCEDURE: THE FOLLOWING PROCEDURE DESCRIBES THE TESTAND FAULT FINDING PROCEDURE TO BE FOLLOWED FOR ALL ANTENNAS. 1. TESTECUIPMENT 8140UID CONSIST OF A SWEEP OSCILLATOR SETTO RUN BETWEEN 1800 AND 2993 NW. DIRECTIONAL COUPLER WITH AT LEAST 5523 DIRECTWITY AND SCALAR NETWORK ANALYZER WITH RESOLUTI OF BETTER THAN 0248. A MATCHED W Ohm LOAD AND SHORT CIRCUIT TERMINATION ARE ALSO REQUIRED. L SETUP THE RETURN LOSS MEASURING SET AS PER THE MANUFACTURERS INSTRUCTIONS AND CALBRATE WITH THE SHORT 9)d8 RETURN LOSS VSWR • INFINITE) 4. COMPOSITE RETURN LOS& DISCONNECT THE BOTTOM JUMPER AT THE STS AND CONNECT TTTOTHE MAN PORT OF THE BRIDGE. RETURN LOSS OF THE COMPOSITE JUMPERS. FEEDER AND ANTENLNA SHOULD RE < -1846 (V5WIT 15:1) 8ETWEEN 1600 AND 2000 MHZ 4. FEEDER RETURN LOSS:TURN OFF THE SWEEP GENERATOR. DISCONNECT THE TOP JUMPER ATTHE ANTENNA AND CONNECT A OIABMY LOAD TO THE END OF THE TOP JUMPER WITH A DIN. NADAPTER POWER UP THE GENERATOR AND MEASURE THE RETURN LOSS LOOKING INTO THE BOTTOM JUMPER. THE RETURN LOSS SHOULD NOT EXCEED -1846 (115AR 8 1.3:1) BETWEEN 1000 AND 20001AHz A•2 / 5. FEEDER INSERTION LOSS: REPLACETNE LOAD WIN ASHORT CIRCUIT TERMINATION AND MEASURE THE MAXIMUM AND MINIMUM RETURN LOSS BETWEEN 18000NO2000.ADD THIS TOGETHER AND DIVIDE BY 4 TO ONE THE AVERAGE1 WAY INSERTION LOSS WHICH SHOULD BE <3 dB. 6. IF THE CONDITIONS M /. 5 AND 6 ARE MET THEN THE TEST IS COMPLETE. E 4 IS BAD BUT 5 d 6 ARE OK THEN REPLACE THE ANTENNA AND RETEST. IF6& 6ARE BAD THEN MEASURE RL OF MAN FEEDER ONLY. P RETURN LOSS IMPROVES TO -20 OR BETTER OR INSERTION LOSS IMPROVES BY MORE THAN 248 THEN REPLACE OR RETERMNATE THE BOTTOM AND TOP JUMPER. OTHERW5E REPLACE THE MAN FEEDER RUN. NOTIFY PROJECT AANACEMLTLT ANO RF ENGINEERING OF ANY FAULTY HARDWARE. 7. ALL 1E5T RESULTS SHOULD BE CLEARLY MARKED WITH BITE. FEEDER NUMBER DATE MEASURED TIME ELECTRICAL TAPE OVER MASTIC TAPE FIGURE 1 FIGURE 4 RECEIVED CITY OF TUKWJL MAY 31 2007 PERMIT CENTER ' 1315' 49 ORO I) N0NG CLAMP GROUNDING STRAP ASSEMBLY N.T.S. FIGURE 2 FIGURE 5 SLOT FOR ADJUSTABLE BAND CLAMP 114'20 HARDWARE GROUNDING CLAMP 86 GROUND LEAD ADJUSTABLE BANG CLAMP rin re/ ANTENNA SPECIFICATIONS FIGURE 3 FIGURE 6 ® COAXIAL CABLE GROUNDING SCALE: NO SCALE JUN - 4 2007 Sd RE GROUND LEAD TWO HOLE COMPRESSION CRIMP LUG (88) TO GROUND BAR REVIEWED FOR POP COMPLIANCE, FPA70 -NEC Of Tukwila ING DIV SION ANDREW ANTENNA DATA MECHANICAL SPECIFICATIONS PART NUMFTER ADFFDP- 1M-6555B 154 in I 281 3.5'81 34 88 CONNECTORS STANDARD MOUNTING HARDWARE I 14) 7 -18 DM INCLUDED ELECTRICAL SPECIFICATIONS FRED M Bgp Y 1 POL I GAIN 17.15 RBI I AZIMUTH B.W. ELEVATION B.W. OX -7Y. V W R I POWER PROJECT INFORMATION' 19607 NORTHCREEK PIONY N 801888.1, WA 98011 OFFICE (420) 3984600 MILITARY & 27TH SE3551 C 3118S140THST TUKWILA, WA 98168 ` ISSUED FOR: C — REVISION HISTORY: BUILDING PERMIT No. OATH DE0CRIPIIONI CHIT APPV. 8Y1 BY: PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 -DRAWN BY: LICENSURE: CHIC. BY: :APPV. BY: AAL BJT AM F — EQUIPMENT: VOICESTREAM WIRELESS ANTENNAS COLLOCATED ON AN EXISTING 53' AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A VS z 16'0 FENCED HALF VAULT LEASE AREA — DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY AU. DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. AU. PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVEIO01 THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH 45 RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. = DRAWING TITLE: RF DETAILS = DRAWING NUMBER: RF -2 ISS ISSU FOR U ED PERMIT BJT MP ^ /g\ / / Y1 race MINOR REVISIONS BJT MP ' \ ISSUED FOR ZONING BJT MP 121292005 / \ 12115=05 ISSUED DESIGN REVEW BJT MP ALPHA SECTOR 1 RED . 1X=RX 3REO 4RED 2 RED BETA SECTOR 1 GREEN 3 GREEN 4 GREEN 2 GREEN EQUIPMENT CABINETS 0 N.T.S. raSUPERFLEX JUMPER CABLE rd SUPERFLEX JUMPER CABLE r-0 SUPERFLEX JUMPER CABLE r-0 SUPERFLEX JUMPER CABLE ro• SUPERFLOC JUMPER CABLE r-0' SUPERFLE( JUMPER CABLE r4 SUPERREX JUMPER CABLE SUPERFLEX JUMPER CABLE Entrai 7/11` COAXAL 3'd FLEX CABLE -120 JUMPER CABLE C117131 DIN L IRA III [Era =NI .Q© E 1 ■(� Mal 11 GPS ANTENNA DATA MECHANICAL BPECLFICATpNS PART NUMBER 58532A HEIGHT DIAMETER 6.42' (163m ,) 354•0 (9O n ) WEIGHT 16o:14270) CONNECTORS MNTING HARDWARE YP TE 'N I OU OPT1ONAUB MAST RI ELECTCAL SPECIFICATIONS 1555 I RIGHT-HAND CIRCULAR I X30 d81 I Q5 1 750 WATTTS CW GPS ANTENNA SPECIFICATIONS 0 COAXIAL CABLE DIAGRAM N.T.S. TYPE CONNECTOR IN BASE OF ANTENNA 71C COAXAL CABLE -120' 7/6' COAXIAL CABLE 127 MY COAXAL CABLE -120' 7rr COAXIAL CABLE -110' NB CAME NV COAXAL CABLE -110' COAXW. CABLE 110' TYPE N CONNECTOR IN BASE OF ANTEIR4A T 0 TAFEX r.o FLEX JVAIPPR CABLE JUMPER CABLE 1:1110 LNA 1 ■ CP REX JUMPER CABLE car. 3'-0' FLEX JUMPER CABLE 3'-0' FLEX 7-0' FLEX JUMPER CABLE ' JUMPER CABLES LNA N.T.S. AP FLEX JUMPER CABLE r#' FLEX EWER CABLE Fr RIM JUMPER CABLE 3'-0` FLEX JUMPER CABLE � Q 3'- 0 JUMPER CABLE Q 911 ANTENNA SPECIFICATIONS A-1 0-1 &2 911 ANTENNA DATA MECHANICAL SPECIFICATIONS PART NUMBER HEIGHT DIAMETER 8 I 00818U8 151n 1.35 in WEIGHT CONNECTORS 415s (1)TYPE STANDARD MOUNTING HARDWARE BSMNT1 ELECTRICAL SPECIE1CATIOIN9 FREQUENCY GAIN VIJRTK:AL 8.W VsWRR POWER RATING 825898 1850.1990 MHz UNRY 75 �21 250WATTS ADFDP- 18215'858 -XDM ADFDP.112L58513-X0M SWEEP TEST PROCEDURE: THE FOLLOWING PROCEDURE DESCRIBES THE TESTAND FAULT FINDING PROCEDURE TO BE FOLLOWED FOR ALL ANTENNAS. 1. TESTECUIPMENT 8140UID CONSIST OF A SWEEP OSCILLATOR SETTO RUN BETWEEN 1800 AND 2993 NW. DIRECTIONAL COUPLER WITH AT LEAST 5523 DIRECTWITY AND SCALAR NETWORK ANALYZER WITH RESOLUTI OF BETTER THAN 0248. A MATCHED W Ohm LOAD AND SHORT CIRCUIT TERMINATION ARE ALSO REQUIRED. L SETUP THE RETURN LOSS MEASURING SET AS PER THE MANUFACTURERS INSTRUCTIONS AND CALBRATE WITH THE SHORT 9)d8 RETURN LOSS VSWR • INFINITE) 4. COMPOSITE RETURN LOS& DISCONNECT THE BOTTOM JUMPER AT THE STS AND CONNECT TTTOTHE MAN PORT OF THE BRIDGE. RETURN LOSS OF THE COMPOSITE JUMPERS. FEEDER AND ANTENLNA SHOULD RE < -1846 (V5WIT 15:1) 8ETWEEN 1600 AND 2000 MHZ 4. FEEDER RETURN LOSS:TURN OFF THE SWEEP GENERATOR. DISCONNECT THE TOP JUMPER ATTHE ANTENNA AND CONNECT A OIABMY LOAD TO THE END OF THE TOP JUMPER WITH A DIN. NADAPTER POWER UP THE GENERATOR AND MEASURE THE RETURN LOSS LOOKING INTO THE BOTTOM JUMPER. THE RETURN LOSS SHOULD NOT EXCEED -1846 (115AR 8 1.3:1) BETWEEN 1000 AND 20001AHz A•2 / 5. FEEDER INSERTION LOSS: REPLACETNE LOAD WIN ASHORT CIRCUIT TERMINATION AND MEASURE THE MAXIMUM AND MINIMUM RETURN LOSS BETWEEN 18000NO2000.ADD THIS TOGETHER AND DIVIDE BY 4 TO ONE THE AVERAGE1 WAY INSERTION LOSS WHICH SHOULD BE <3 dB. 6. IF THE CONDITIONS M /. 5 AND 6 ARE MET THEN THE TEST IS COMPLETE. E 4 IS BAD BUT 5 d 6 ARE OK THEN REPLACE THE ANTENNA AND RETEST. IF6& 6ARE BAD THEN MEASURE RL OF MAN FEEDER ONLY. P RETURN LOSS IMPROVES TO -20 OR BETTER OR INSERTION LOSS IMPROVES BY MORE THAN 248 THEN REPLACE OR RETERMNATE THE BOTTOM AND TOP JUMPER. OTHERW5E REPLACE THE MAN FEEDER RUN. NOTIFY PROJECT AANACEMLTLT ANO RF ENGINEERING OF ANY FAULTY HARDWARE. 7. ALL 1E5T RESULTS SHOULD BE CLEARLY MARKED WITH BITE. FEEDER NUMBER DATE MEASURED TIME ELECTRICAL TAPE OVER MASTIC TAPE FIGURE 1 FIGURE 4 RECEIVED CITY OF TUKWJL MAY 31 2007 PERMIT CENTER ' 1315' 49 ORO I) N0NG CLAMP GROUNDING STRAP ASSEMBLY N.T.S. FIGURE 2 FIGURE 5 SLOT FOR ADJUSTABLE BAND CLAMP 114'20 HARDWARE GROUNDING CLAMP 86 GROUND LEAD ADJUSTABLE BANG CLAMP rin re/ ANTENNA SPECIFICATIONS FIGURE 3 FIGURE 6 ® COAXIAL CABLE GROUNDING SCALE: NO SCALE JUN - 4 2007 Sd RE GROUND LEAD TWO HOLE COMPRESSION CRIMP LUG (88) TO GROUND BAR REVIEWED FOR POP COMPLIANCE, FPA70 -NEC Of Tukwila ING DIV SION ANDREW ANTENNA DATA MECHANICAL SPECIFICATIONS PART NUMFTER ADFFDP- 1M-6555B 154 in I 281 3.5'81 34 88 CONNECTORS STANDARD MOUNTING HARDWARE I 14) 7 -18 DM INCLUDED ELECTRICAL SPECIFICATIONS FRED M Bgp Y 1 POL I GAIN 17.15 RBI I AZIMUTH B.W. ELEVATION B.W. OX -7Y. V W R I POWER PROJECT INFORMATION' 19607 NORTHCREEK PIONY N 801888.1, WA 98011 OFFICE (420) 3984600 MILITARY & 27TH SE3551 C 3118S140THST TUKWILA, WA 98168 ` ISSUED FOR: C — REVISION HISTORY: BUILDING PERMIT No. OATH DE0CRIPIIONI CHIT APPV. 8Y1 BY: PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 -DRAWN BY: LICENSURE: CHIC. BY: :APPV. BY: AAL BJT AM F — EQUIPMENT: VOICESTREAM WIRELESS ANTENNAS COLLOCATED ON AN EXISTING 53' AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A VS z 16'0 FENCED HALF VAULT LEASE AREA — DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY AU. DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. AU. PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVEIO01 THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH 45 RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. = DRAWING TITLE: RF DETAILS = DRAWING NUMBER: RF -2 I UG POWER INSTALLATION SPECIFICATION n TERM 3118 o TP -323 S 140TH ST IMPORTANT NOTICE: SITE PLAN SCALE: 1"-50' The installer is responsible for coordinating installation of other underground utilities. Installer must comply with all conditions on permit for installation in the public right -of -way. Installer must comply with applicable Washington State Administrative Code regarding trenching and clearance from utilities. Do not enter energized SCL facilities without Safety Standby. The customer must supply and install materials as specified by SCL. Approval from SCL inspector is required. Applicable SCL Construction Guidelines and Material Standards are available upon request SERVICE TERMINATION POINT: TERMINAL CAN AVAILABLE INRUSH CURRENT (NC): 5166 AMPS PERMIT: TUKWILA (206) 433 -0179 POWER CONDUIT 1. CONDUIT DIAMETER: POLE TO TERMINAL CAN — ONE 4.0" 2. PVC SCHEDULE 40 (STRAIGHT SECTION) 3. MINIMUM CONDUIT! DEPTH: PRIVATE PROPERTY: 18" MAXIMUM DEPTH:' 72" 4. USE PVC SCH 80 FOR ALL BENDS. 5. BENDS: THREE 90 DEG MAX, INCLUDING THE BEND AT BASE OF THE POLE, 3 FT RADIUS MIN. 6. REMOVE 1/2"+ ROCKS OR COVER WITH SAND 7. INSTALL CONTINUOUS CONDUIT —NO DIRECT BURY CABLE SECTIONS 8. 10 FT SECTIONS OF PVC SCHEDULE 40 CONDUIT SHALL NOT BE BENT MORE THAN 15' 9. JOINTS SHALL MEET SQUARELY 10 INSTALL POWER CONDUIT BELOW CROSSING UTIUTIES 11. CONDUIT MUST BE INSTALLED ENTIRELY WITHIN PROPERTY TO BE SERVED. 12. MANDREL AND CLEAN CONDUIT AND INSTALL PULLING LINE. - TERMINAL CAN: I (MINIMUM SIZE 24 "x32 "x1 1 "D, PER SCL REQUIREMENT) 1. PROVIDE AND INSTALL CODE SIZED SECONDARY CONDUCTORS FROM SWITCHGi=.AR TO THE TERM. CAN. 2. CUSTOMER IS LIMITED TO TWO COND PER PHASE /NEUTRAL, ENTERING THE TERM CAN 3. SEC CONDUCTORS SHALL ENTER 5' PER CONDUCTOR INTO TERM CAN FOR CONNECTION BY SCL 4. VISIBLY MARK EACH CONDUCTOR BY PHASE. 5. THE SIZE OF CONDUCTOR SHALL BE NO GREATER THAN 4/0 CU. REFERENCES: SCL REQUIRMENTS FOR ELECTRIC SERVICE CONNECTION (http: / /www.seattle.gov /light /contractors /resc/) SCL GUIDELINE U7 -10, U7 -10.1, U12 -1.4, U2- 11.40. SCL MAT'L SPEC. 7345.2 CUSTOMERS CIVIL (CREW - TRENCH AND INSTALL ONE 4" PVC SCH 40 FROM TP -323'+ TO TERMINAL CAN LOCATION. CALL 48 BBS (BEFORE YOU DIG KING COUNTY ONE CALL 1 -800 -424 -5555 SCL INSPECTION CALL E.S.R. RICHARD OHASHI (206) 386 -1674 BEFORE/ COVERING TRENCH FOR INSPECTION (TWO DAY NOTICE) ' RECEIVED CITY OF TUKWILA MAY 31 ?f07 PERMIT CENTER NEW 1 -4' TO TERMINAL CAN 1" MN 4.5" MIN EXIST'G NEW 2" 2 1" SVC TO TEL BE REMOVED (BY SCL) DETAIL (TP -323) POLE DETAIL NO SCALE CONDUIT ON POLE (CONDUIT RISER) 1. CONDUIT RISER * PVC SCH 80, FIRST 10' * 4.5" SPACING BETWEEN CONDUIT & POLE AND 1" BETWEEN CONDUIT AND CONDUIT. * CONDUIT SHALL RISE VERTICALLY FROM TRENCH. 2. ELBOW AT BASE OF POLE * SCH 80 * 90' BEND MIN. 3' RADIUS 3. CAP VERTICAL SECTION TO PREVENT WATER ENTRY REFERENCES: SCL GUIDEUNE U7 -10, U7 -10.1 REVIEWED FOR CODE COMPLIANCE NFPA 70 - NEC JUN - 4 20C1 City Of Tukwila a3M. 1NG DjSION (veL APPROVED PVC CONDUIT MFRS (8): J -M MANUFACTURING CO., INC. SCEPTER RACEWAY TECHNOLOGY (RACETEC) PICOMA KRALOY EAGLE PACIFIC INDUSTRIES (PACIFIC WESTERN/PW PIPE) CARLON ROYAL PIPE SYSTEM I Bea ttie city Ught I Distribution Engineering COMMERCIAL T- MOBILE 3118 S 140TH ST ADDING 200A TO EXSTG 400A SVC CITY — SECTION/TOWNSHIP /RANGE TUKWILA 17 -23 -4 PROJECT ENGINEER J. HILOTIN, 206- 615 -1384 T. APPRQVED BY &c ATE CHECKED BY & DATE DRAWN BY JRH DATE 04/10/2007 SHEET CONTENTS BRE PLAN DRAWING NUMBER SR#35253 REV 0 SHEET 1 of 1 WORK ORDER ACTIVITY NUMBER: EL07 -162 DATE: 05 -31 -07 PROJECT NAME: T- MOBILE SITE ADDRESS: 3118 S 140 ST X Original Plan Submittal Response to Incomplete Letter #_ Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: °If B Division Public Works PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 Incomplete ❑ Approved with Conditions Planning Division ❑ Permit Coordinator DUE DATE: 06-05-07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUT NG: Please Route le Structural Review Required ❑ No further Review Required DATE: DUE DATE: 07-03-07 Not Approved (attach comments) n DATE: n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Business Owner Information Name Role Effective Date Expiration Date BAARD, KENNETH W 01/01/1980 MOSER, KEVIN W 01/01/1980 BAARD, KENNETH W AGENT 01/01/1980 WILLIAMS, DAVID M VICE PRESIDENT 01/01/1980 07/12/2006 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries Electrical Contractor A business licensed by L &I to contract electrical work within the scope of its specialty. Electrical Contractors must maintain a surety bond or assignment of savings account. They also must have a designated Electrical Administrator or Master Electrician who is a member of the firm or a full -time supervisory employee. License Information License Licensee Name Licensee Type UBI Ind. Ins. Account Id Business Type Address 1 Address 2 City County State Zip Phone Status Specialty 1 Specialty 2 Effective Date Expiration Date Suspend Date Separation Date Parent Company Previous License Next License Associated License EXPEREI008LF EXPERT ELECTRIC INC ELECTRICAL CONTRACTOR 602039262 CORPORATION 4619 PACIFIC AVE TACOMA PIERCE WA 98408 2534711009 ACTIVE GENERAL UNUSED 6/6/2000 6/6/2008 BAARDKW971 OW Master Electrician Information License Name Status BAARDKW971 OW BAARD, KENNETH W ACTIVE https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= EXPEREI008LF 06/05/2007