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HomeMy WebLinkAboutPermit D03-136 - T-MOBILET- MOBILE 14404 51ST AVENUE SOUTH D03 -136 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z Parcel No.: 7999600160 Permit Number: D03 -136 ? w Address: 14404 51 AV S TUKW Issue Date: 11/24/2003 re Suite No: Permit Expires On: 05/22/2004 .--i 0 00 NO Tenant: w Name: T- MOBILE - i_ Address: 14404 51 AV S, TUKWILA, WA w O Owner: Name: HOFFMAN CRAIG R Phone: Address: 14404 51ST AVE S, TUKWILA WA w a .w Contact Person: z = Name: JUSTIN ABBOTT Phone: 206 790 -4655 F- O Address: 1530 WESTLAKE AV N, #600, SEATTLE, WA w w Contractor: 0 N N LEGACY TELECOMMUNICATIONS INC Phone: 253 858 -0214 p F-. Address: 7108 -B PIONEER WAY, GIG HARBOR WA w w Contractor License No: LEGACTI005KD Expiration Date:05 /06/2005 H v LLO DESCRIPTION OF WORK: ... NEW EQUIPMENT ENCLOSURE; EQUIPMENT PLACEMENT AND ATTACHMENT OF ANTENNAS ON UTILITY POLE IN RIGHT OF c j u WAY. E- H TYPE C CONSTRUCTION PERMIT FROM PW IS REQUIRED FOR z POWER POLE REPLACEMENT WITH CONDUIT PLACEMENT ALONG EAST SIDE OF 51ST AVE S LEADING TO THE EQUIPMENT PAD ON PRIVATE PROPERTY AND BURRIED TELCO TELCO ON WEST SIDE OF 51st AVE S CROSSING THE ROADWAY AND HEADING TO THE EQUIPMENT PAD ON PRIVATE PROPERTY. Value of Construction: $ $55,000.00 Fees Collected: $1,684.94 Type of Fire Protection: Uniform Building Code Edition: 1997 Type of Construction: Occupancy per UBC: 0026 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 100 c.y. Fill 50 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: doc: Devperm N N N DEVELOPMENT PERMIT Private: D03 -136 Public: Printed: 11 -24 -2003 ,,w City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Street Use: N Profit: N Non - Profit: N Water Main Extension: Water Meter: doc: Devperm N Private: Public: N ** Continued Next Page ** D03 -136 Printed: 11 -24 -2003 doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Date: I hereby certify that I have read and examin€6this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority 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 development permit. Signature: I I J 2- ( o ?, C Print Name: �� S I-k `''1 A' 6 c` 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. D03 -136 Printed: 11 -24 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 7999600160 Address: 14404 51 AV S TUKW Suite No: Tenant: T- MOBILE 8: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: D03 -136 Status: ISSUED Applied Date: 05/06/2003 Issue Date: 11/24/2003 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 4: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 5: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 7: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 9: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 10: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 11: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 12: Business License with the City of Tukwila shall be obtained by all the contractors including their subs who are performing any work inside the City right of way. 13: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 14: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 15: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of doc: Conditions D03 -136 Printed: 11 -24 -2003 ,..'•c x r � ... ..r ". i. u�i::,'•' k>, Y�� `J.;l "�i.'i!1�, " F? , cx�n City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 16: From May 1. through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 17: APPLICANT SHALL FOLLOW ALL THE CONVENANTS, TERMS AND CONDITIONS AND SHALLFAITHFULLY PERFORM ALL OF THE OBLIGATIONS OF THE CITY OF TUKWILA ORDINANCE No. 2029, GRANTING A NON- EXCLUSIVE FRANCHISE TO VOICESTREAM PCSIII CORPORATION, A SUBSIDIARY OF T- MOBILE USA INC. ORDINANCE No. 2029 IS ATTACHED AND MADE PART OF THIS PERMIT APPROVAL. 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: J tS 4 ✓1 A-6 doc: Conditions Date: I I / 2_4 f 0 D03 -136 Printed: 11 -24 -2003 • Site Address: 1 A J e., S. Tenant Name: 'T - aNM o b t l e_ New Tenant: tJ .... Yes (] ..No Property Owners Name: 1 k w ■ la l a1 : v1 L L L / c Ka; 4 o if m q r► Mailing Address: ( L{. 4 0 3 — S 1 s+ A tie . 5 Company Name: Mailing Address: Contact Person: E -Mail Address: tapplicationstpertnit application (3.2003) 3/2003 1$4, ti fi CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 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 Print** v vt e e ✓S - 7 6 8 — (o 't c_ . # zo ( Page I King Co Assessor's Tax No.: 7 9 99 (o O (D I (o CD Suite Number: 1-0 3 -DZei Floor: t.Jtq (2::. 6S. City State Zip Name: L. i- S -(- w A b b 0'1-1"' Day Telephone: (z_0(.) 7 9C) - 6 55 Mailing Address: 1 5 3 o t-J e s'4 lake_ /} J e_ . C.0 0 s e . +l le c...) $- 9 $ l 0 5r State Zip City E -Mail Address: J 00,1,0-4 P ckt.■ S 9 tr ov..p . C o■ Fax Number: ( o) 32-Z- - - (7 53 Company Name: T8 e i s S u..c. h c e Mailing Address: t - 7 bib $ — 6 6 ' A- v c Z0 I Contact Person: C k✓ t S 13 0. r E -Mail Address: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** v1/4t.Vt 13C_ V35 7x1 Cw.41A City State Zip Day Telephone: ( o 4 5 - 74 -64 3"2- Fax Number: (tep a 5 - 7 4 - 6 , 4 3 ) ARCHITECT OF RECORD7 All plans must be wet stainped by Architect:of. Record .. 13c v3S 7x. t C o o.k City State Zip Contact Person: C ti tr t $ "C" Day Telephone: o 2 4) S 1 4 - (043 E -Mail Address: Fax Number: o 41 5 r t - F - 64 31 ENGINEER OF RECORD 7 All plans must be wet stamped by Engineer of Record Company Name: S "-•M a 0 r CA.-7h Mailing Address: State Zip City Day Telephone: Fax Number: 4".7 d�f3.);: 4,., a. awmde':—N as.+++..taa...ss:�:...:i.n+;.. 13UILDING PERMIT INFORMATION -- 2064306.7 Valtiati of P rbjedt fact es4bid price): $ 5 5 0 0 O Existing Building Valuation: $ Scope of Work (please provide detailed information): F * - f - cL c ►14 o . ► -4 e v1 vl a 5 a h a.. (AA- % l % + .1, poke -+ e 1 p n1 e t1+ c a. l0 ; d - s Will there be new rack storage? 0 ..Yes J.. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ....Yes 0 ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: EJ.. Sprinklers (..Automatic Fire Alarm [ ..None . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? (..Yes 0..No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. \applications \permit application (3.2003) 3/2003 Page 2 , :rz:_ <��iSe . vi �. :.:'ra , �{t,.+. ti ∎“! , 1�r31 , 4•041 V ww r,» •xst; %-:1 .k" Existing Interior Remodel Addition to Existing Structure New . Type of Construction per. UBC . Type of Occupancy per UBC 1 Floor 2 Floor 3t Floor Floors thru. Basement Accessory Structure* Attached Garage Detached Garage Attached Carport. Detached Carport Covered Deck Uncovered Deck 13UILDING PERMIT INFORMATION -- 2064306.7 Valtiati of P rbjedt fact es4bid price): $ 5 5 0 0 O Existing Building Valuation: $ Scope of Work (please provide detailed information): F * - f - cL c ►14 o . ► -4 e v1 vl a 5 a h a.. (AA- % l % + .1, poke -+ e 1 p n1 e t1+ c a. l0 ; d - s Will there be new rack storage? 0 ..Yes J.. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ....Yes 0 ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: EJ.. Sprinklers (..Automatic Fire Alarm [ ..None . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? (..Yes 0..No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. \applications \permit application (3.2003) 3/2003 Page 2 , :rz:_ <��iSe . vi �. :.:'ra , �{t,.+. ti ∎“! , 1�r31 , 4•041 V ww r,» •xst; %-:1 .k" 'yPiJB✓IC; WORKS TERMIT INF0RMATION"= . ;206-433 ;01 Scope of Work (please provide detailed information): Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. •: Water District ❑ ...Tukwila 0... Water District #125 ❑ ... Water Availability Provided Sewer District ❑ ...Tukwila ❑... ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate 0... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Te chnical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right - of - way Use - Nonprofit for less than 72 hours ❑ ...Right - of - way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill ❑...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water \applications \permit application (3.2003) 3/2003 cubic yards cubic yards ❑ ...Permanent Water Meter Size... WO# ❑...Temporary Water Meter Size.. WO# ❑ ...Water Only Meter Size WO# ❑ ...Sewer Main Extension Public Private ❑ ... Water Main Extension Public Private ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line „ „ ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Highline Page 3 ❑ ...Renton ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ .. Maintenance Agreement(s) ❑...Hold Harmless ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: ❑ ...Sewer ❑ ...Sewage Treatment Day Telephone: City State Zip Day Telephone: City State Zip S]I,ii,Y:zu?.i Unit Type: Qty Unit Type: Qty Unit Type: Qty . Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator - Comm /Ind MECHM ACIW,I I IIT:INFORMATION -- 206-431 . ' •; q��.� .... . 'N' .. ... .. 't .. . ,. .. MECHANICAL CONTRACTOR INFORMATION T I Company Name: Mailing Address: Contact Person: Z Contractor Registration Number: Expiration Date: ~ W * * An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** E -Mail Address: Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New ....0 Replacement ....0 Commercial: New ....0 Replacement ....0 Fuel Type: Electric (] Gas ....g, Other: Pro pci.v1 t 6 Indicate type of mechanical work being installed and the quantity below: PERMIT APPLICATION NOTES . = Applicable to all permits in this, application . . Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. 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. BUILDING OWNER OR AL.(THORIZED AGENT: Signature: � Print Name: �t� S '�- t '�'N to o Mailing Address: 5 3 0 Lti) e. s+ take A t1 e. D ate Application Accepted: .� 6.- Date Application Expires: // -03 Staff Initials: \applicationepcnnit application (3.2003) 3/2003 Page 4 Pr e_ y e ,A va+c, Day Telephone: City State Zip Day Telephone: Fax Number: City Date: 516/03 ( - 79 0 - L#5 LA) A- 4 78 (o State Zip r,x • tsu3? <• 6 2 JU 0O U O W W J = F- Q L L WO 2 J LL < U = I Z F- I- 1— O Z I- Z z RECEIPT ~ 1 Z � W Parcel No.: 7999600160 Permit Number: D03 -136 v O Address: 14404 51 AV S TUKW Status: PENDING 0 v W Suite No: Applied Date: 05/06/2003 Lu _ Applicant: T- MOBILE Issue Date: co W O 2 J Receipt No.: R03 -01407 Payment Amount: 845.25 N a Initials: SKS Payment Date: 11/21/2003 01:23 PM Z H User ID: 1165 Balance: $0.00 f-- O zf- UO O v — C] i— Ill W H� Payee: TRANSACTION LIST: Type Method Description Amount P- Z Payment Check 1710774 845.25 U O z ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 T- MOBILE BUILDING - NONRES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 000/342.400 000/342.400 000/386.904 Total: 845.25 4948 11/4 9 678.75 37.00 125.00 4.50 I Printed: 11 -21 -2003 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 7999600160 Address: 14404 51 AV S TUKW Suite No: Applicant: T- MOBILE RECEIPT Receipt No.: R03 -00561 Payment Amount: 398.50 Initials: SKS Payment Date: 05/06/2003 01:52 PM User ID: 1165 Balance: $845.25 Payee: T- MOBILE USA, INC. TRANSACTION LIST: Type Method Description Amount Payment Check 1568641 398.50 ACCOUNT ITEM LIST: Description doc: Receipt PW BASE APPLICATION FEE PW LAND ALT PLAN REVIEW PW PLAN REVIEW Account Code Current Pmts 000/322.100 000/345.830 000/345.830 Permit Number: D03 -136 Status: PENDING Applied Date: 05/06/2003 Issue Date: 250.00 23.50 125.00 Total: 398.50 00419 05/07 9716 TOTAL 398.50 Printed: 05 -06 -2003 . ti`.':, 3i&:.4k'�'i.%i:: <., "aA;i:•fla' "' �r ::t."1.;f?,�.2iiw''aili ' .'w�:ctZ<tt� Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: TRANSACTION LIST: s i I doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 7999600160 1440451 AV S TUKW T- MOBILE R03 -00560 SKS 1165 Payee: T- MOBILE USA, INC Type Method Description Payment Check 1499387 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES RECEIPT Account Code 000/345.830 Permit Number: Status: Applied Date: Issue Date: Payment Amount: 441.19 Payment Date: 05/06/2003 01:51 PM Balance: $1,243.75 Amount 441.19 Current Pmts 441.19 Total: 441.19 D03 -136 PENDING 05/06/2003 8418 05/07 9716 TOTAL 441,,19 Printed: 05 -06 -2003 9 Jct: n ( , Type of Insp lion: c4 Ad r s Date Called: 1 / b 1 4 Special Instructions: � 1 ' , O v pl . e.gx 9- �'� •'e.'� 343 chi f -ri)1' 44,i1-1 Date Wanted 1 i I -, Requester: r <a.f,4eA P h one o _ _ i fi R� • DR) D, INSPECTIO+ NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 .Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 3 ( PET N� (2I'0431 -3670 Corrections required prior to approval. COMMENTS: � .es. t•--ft l ;-) S)n ., „�. q. ( © -- r, Cde • I n n s ecttor: $ 7.00 REINSPECTION E REQUIRED. Prier to inspection, fee must:be p id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: - a::: 1 .9 - - ail Date: Project: Mobile c.611 S;f� Type of Inspection: s Gt • Address: O 4 Jrlst Ave S Date Called: 2..../ 7 _ Di Special Instructions: Date Wanted: a.m. 2-i8 —D Requester: [[}� NW Comm RCMCia 1 I Tin prov e t7 Phone No: , / 351_0gO2. 5u INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 2 /c NO /I sph/ /7 - r - Ze lli ��p� f}6 , t.d5) 57 Sr f1 v/e ft4&d...: j l /ioV JJ Inspector: Date: z f5/4)/ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: rclaJ etrfs Prof t: r r l 0 p ' ( I Type of Inspection: 5 Address: � �� � yt � . Date Called: Special Instructions: T �� � Date Wanted: a.m. p.m. Requester: Phone No: h INSPECTION RECORD Retain a copy with permit Do3-13b INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. El Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 12/5 ()% .u. () - 1041-FAe Lehi' nlC.. J 4 r Inspector: 6\I Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pro'ect• ` �'� � �}`���- icy' � e(-"/ %l T of Ins ��'•' '7 "� " '- f ��1 / ( ctio 77277 /-✓rJV It f Date Called: /2 /x/0 3 AdMs4O `/ 575 71.4\ ,, Special Instructions: Date Wanted: ��d /0 a.m (P:m; Requester: r�d Phone No: �_ � <,. OO .02- INSPECTION NO. A pproved er applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT' / CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ,(2 ��4 13670 • Corrections required prior to approval. COMMENTS: 1 r rnv -Q c� 1 - 1 Inspectot: Date: — 8 — O 3 E $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 44 our. lab COMMENTS: ` o Co C.1opS vl(y - 1) SUr\i'e`P \--?G4€ G Y G c k � A ,r) e rC V P A v1 SDGI k r U-A ■ U • M . 1 t D \) ()trek. i Qtp f voveA ?\Gvk Inc-A-10,\ o r � - f UNt `r 1v1�c ,UCa4 t U n t 614 r'Gt - �,• t -f'V w ) C 1 Project: Type of Inspection:: Ad ress• � V W 9 ,5/, Date Called: /.... -. 1 ),.5 _._- -- Special Instructions: 6/ / � - AcS /,�[_.0 — /"oa2 �.4 - � - Date Wanted: a Requeste �/ //> /tfi/ ( Pho e 7 1h 57 - a1� No 't.4.iy? INSPECTION RECORD Retain a copy with permit - INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Inspector: Date: i; 0 Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Co required prior to approval. July 7, 2004 Dear Permit Holder: Sincerely, Stefania Spencer Permit Technician Xc: Permit File No. D03 -136 Bob Benedicto, Building Official City of Tukwila Department of Community Development Steve Lancaster, Director Justin Abbott 1530 Westlake Avenue North, #600 Seattle, WA 98109 RE: Permit Application No. D03 -136 14404 51st Avenue South In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Residential Code and /or the International Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension UP to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to August 16, 2004, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206- 431 -3665 LcIC''sL` *kiYi� Steven M. Mullet, Mayor August 25, 2003 Justin Abbott 1530 Westlake Avenue North, #600 Seattle, WA 98109 RE: CORRECTION LETTER #1 Development Permit Application Number D03 -136 T- Mobile — Antenna Equipment —14404 51.' Avenue South Dear Justin: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning and Public Works Department. At this time the Building and Fire Departments have no comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, lL Stefania Spencer Permit Technician encl xc: File No. D03 -136 City of Tukwila Department of Community Development Steve Lancaster, Director Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206-431-3665 r.:., .,.i<'..... d....,. .�.. ,.. .0;Zt:Yiivtui..1Z:Srht:, 7 . ku PERFORMANCE BOND Bond No, 104188787 Site Number: SE3561A Z KNOW ALL MEN BY THESE PRESENTS, that we, VOICESTREAM PCS III CORPORATION , H W CL as Principal, and Travelers Casualty and Surety Company of America, licensed to do business . ¢i in the State of WA . as Surety, are held and firmly bound unto J O CITY OF TUKWILA as 0 Obligee, in the penal sum of Twenty Thousand Five Hundred Sixty Seven and 00/100 Dollars u) W ($ 20,567.00 ), lawful money of the United States of America, for the payment of which sum, In I well and truly to be made, the Principal and Surety do bind themselves, their heirs, executors, co u_ administrators, and successors and assigns, jointly and severally, firmly by these presents. uu O 2 WHEREAS, Principal has entered into a Ordinance dated p .� for the telecommunications facility located at: u_ 14404 51st Ave. S., Seattle, WA 98168 . which Q d Ordinance is by reference made a part hereof, and = w H Z W HEREAS, a coral i te r inane �� nEgi i y a' n e chl 3 a 9' d t— O guaranteeing the an ennae work (Li t— W NOW THEREFQoT rti � d 9 i�Q i p J � eTd r�r r l ta�l g ��i �bav tl�f �r>b�es a haII 0 cn guarantee the antennae work p I-- in accordance with said Ordinance , then this obligation is void, otherwise = W IL- O .Z 1. It shall be a condition precedent to any right of recovery hereunder, that in event of any F H default on part of the Principal, a written statement of the particular facts of such default Z s be forwarded to the Surety within thirty (30) days of the occurrence of such default, delivered by registered mail to Surety at its Home Office in Hartford, Connecticut. at said location. to remain in full force and effect. PROVIDED, HOWEVER, that: 2. That no action, lawsuit or proceeding shall be maintained against the Surety on this Bond unless the same be filed and properly served upon the Surety within one year from the effective date of the cancellation of the Bond. 3. That no right of action shall accrue under this Bond to or for the use of a person or entity other than the Obligee and its successors and assigns. 4. This Bond shall become effective October 29, 2003 5. This Bond shall continue in full force and effect until canceled by the Surety by providing thirty (30) days written notice to the Obligee. However, cancellation by Surety shall not itself constitute a loss to the Obligee recoverable under this Bond. 6, The liability of this Bond shall in no event exceed the penal sum of this Bond. 7. If any conflict or inconsistency exists between the Surety's obligation or undertakings as described in this Bond and those described in any related underlying documents, then the terms of this Bond shall prevail. Travelers Casualty and Surety Company of America One Tower Square, Hartford, CT 06183 assn yth ar y M v x �w 441.1 ?vx ygrgf' ,z,M 8, THIS BOND SHALL NOT BIND THE SURETY UNLESS THE BOND IS ACCEPTED BY THE OBLIGEE. OBLIGEES' ACKNOWLEDGEMENT AND ACCEPTANCE OF SUCH BOND IS DEMONSTRATED BY SIGNING WHERE INDICATED BELOW AND RETURNING A COPY OF SIGNED BOND TO THE SURETY AT THE ADDRESS LISTED BELOW. IF THIS OBLIGATION IS NOT ACCEPTED BY WAY OF SIGNATURE OF THE OBLIGEE BELOW, THIS BOND SHALL BE DEEMED NULL AND VOID. Sealed with our seals and dated this 29th day of October 2003 Agreed and acknowledged this day of By: By: Travelers Casualty & Surety Company of America Commercial Surety Department 701 Fifth Avenue, Suite 3850 Seattle, WA 98104 T • Mobi1e= tD - te . .. oirt 4s*FA ILA Nov 1 0 2003 PERMIT O NTER CITY OF TUKWILA VOICESTREAM PC II •' PO ION By: David A. Miller Principal Vice President' SEND OBLIGEE ACCEPTED COPY OF BOND TO: Travelers Casualty and Surety Company of America Marina Tapia , Attorney -in -Fact Name and title of Obligee's authorized representative ,Obligee CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT State of California County of Los Angeles On October 29, 2003 before me, Edward C. Spector, Notary Public, personally appeared Marina Tapia personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is /are subscribed to the within instrument and acknowledged to me that he /she /they executed the same in his /her /their authorized capacity(ies), and that by his /her /their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. EDWARD C. SPECTOR i (0 = COMM. #1270065 13 NOTARY PUBLIC . CALIFORNIA N I LOS ANGELES COUNTY .. My Comm. Expires July 8.2004 ■ 6,0r4 Edward C. Spector (11 -00 Standard) TRAVELER' ''ASUALTY AND SURETY COMPANY OF A' RICA TRA . JLERS CASUALTY AND SURETY COMPAN _ FARMINGTON. CASUALTY COMPANY Hartford, Connecticut 06183 -9062 POWER OF ATTORNEY AND CERTIFICATE OF AUTHORITY OF ATTORNEY(S) -IN-FACT KNOW ALL PERSONS BY THESE PRESENTS, THAT TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, corporations duly organized under the laws of the State of Connecticut, and having their principal offices in the City of Hartford, County of Hartford, State of Connecticut, (hereinafter the "Companies ") hath made, constituted and appointed, and do by these presents make, constitute and appoint: E. S. Albrecht, Jr., Lisa L. Thornton, C. K. Nakamura, Maria Pena, Tracy Aston, Betty Walker,Marina Tapia, of Los Angeles, California, their true and lawful Attorney(s)-in-Fact, with full power and authority hereby conferred . to . sign, execute and acknowledge, at any place within the United States, the following instrument(s): by his/her sole signature and act, any and all bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, .recognizance, or conditional undertaking and any and all consents incident thereto and to bind the Companies, thereby as fully and to the same extent as if the same were signed by the duly authorized officers of the Companies, and all the acts of said Attomey(s)- in -Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This appointment is made under and by authority of the following Standing Resolutions of said Companies,, which Resolutions are now in full force and effect: VOTED: That the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vico President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other whitings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her. • VOTED: That the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is Elect iri the office of the Secretary. . VOTED: That any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid andbinding upgn the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice Presid t, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary, or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority. This Power of Attorney•and Certificate of Authority is signed and sealed by facsimile (mechanical or printed) under and by authority of the following Standing Resolution voted by the Boards of Directors of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, which Resolution is now in full force and effect: VOTED: That the signature of each of the 'following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any power of attomey or to any.certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only orexecuting and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attorney or.certifieste bearing such'facsimile signature or facsimile seal shall be 'Valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company in. the future with respect to any bond or undertaking td which it is attached. IN WITNESS WHEREOF, TRAVELERS CASUALTY AND SURETY, COMPrtNY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY have caused this instrument to be signed by their Senior 'Vice President and their corporate seals to be hereto affixed this 1st day of April 2002. STATE OF CONNECTICUT }SS. Hartford COUNTY OF HARTFORD TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY FARMINGTON CASUALTY COMPANY George W. Thompson Senior Vice President On this 1st day of April, 2002 before me personally came GEORGE W. THOMPSON to me known, who, being by me duly sworn, • did depose and say. that he/she is Senior Vice President of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY • COMPANY and FARMINGTON CASUALTY COMPANY, the corporations•descriibed in and which executed the above instrument that he/she knows the seals of said corporations; that the seals affixed. to the said instrument are such corporate seals; and that he/she executed the said instrument on behalf of the corporations by authority of his/her office under the Standing Resolutions thereof. My commission expires June 30, 2006 Notary Public Marie C. Tetreault . CERTIFICATE • I, the undersigned, Assistant Secretary of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA,. TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, stock corporations of the State of Connecticut, DO HEREBY CERTIFY that the foregoing and attached Power of Attorney and Certificate of Authority remains in full force and has not been revoked; and furthermore, that the Standing Resolutions of the Boards of Directors, as set forth in the Certificate of Authority, are now in force. . Signed and Sealed at the Home Office of the Company, in the City of Hartford, State of Connecticut. Dated this 29th day of October ,20 03 Kori M. Johanson Assistant Secretary, Bond Travelers IMPORTANT' DISCLOSURE NOTICE OF TERRORISM INSURANCE COVERAGE On November 26, 2002, President Bush signed into law the Terrorism Risk Insurance Act of 2002 (the "Act"). The Act establishes a short term program under which the Federal Government - will share in the payment of covered losses caused by certain acts of International tertnrism. We are providing you with this notice to inform you of the key features of the Act, and to (et you know what effect, If any, the Act will have on your premium. • Under the Act, insurers are required to provide coverage- for certain losses caused by International acts. of terrorism as defined In the Act. The Act further provides that the Federal Government will pay a share of such losses. Specifically, the Federal Government will pay 90% of the amount of covered losses caused by 'certain 'acts of terrorism which is in excess of Travelers' statutorily established deductible for that year. The Act also• caps the amount of terrorism - related losses for which the Federal Government or an insurer can be . responsible at • $100,000,000,000.00, provided that the Insurer has met. Its . deductible. Please note that passage of the Act does not result in any change in coverage under the attached policy or bond (or the policy or bond being quoted). Please also note that no separate additional premium ' charge has been made for the terrorism coverage required by the Act. The premium charge that Is allocable to such coverage Is inseparable from and imbedded in your overall premium, and is no more than one percent of your premium. +, ^er •a+ra+^ne z z w 00 w I � LL w � �' a = W = z � I- 0 Z ~ ui U oI- w w o w z o z Work Location: Abbreviated Work Description: Indemnification and Hold Harmless and Permit Temporary in Nature Reference Number(s) of Related Document(s): .�L 2)'56- / /-7 / 4 L, e 1 i !- G/C Cam c i Grantor /Borrower: ✓�-e !'_C ��. � 4-/x > � 5 . ��L f I /<< r� •�� �./ )/ i RECEIVED OCT 2 8 2003 TUKWILA Grantee /Beneficiary: • CITY OF TUKWILA, a municipal corporation of King cK1ari ( cal C —0�_e_ L c LJ C . NOW, THEREFORE, the parties agree as follows: The Permittee shall indemnify, defend and hold harmless the City, its officers, agents and employees, from and against any and all claims, losses or liability, including attorney's fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure of the Permittee, its officers, agents and employees, in using the City's right -of -way under this permit. This indemnification and hold harmless shall not apply to any damage resulting from the sole negligence of the City, its agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or employees, this obligation to indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of the Permittee, its officers, agents, and employees. Further, the Page I_ of SE 35 6 i — I ' - � D03 1 \i _; - 1 3 (, L I D3- 1% 'A„h RtrNw}Ma. tnh " NT7tW +'Yf,'�y;.l';x•1'x59wv'49Ktfi' .fnn+bvlf 'Yltir`, •ti —C z Z JU O 0 N0 J H � u w w ? co o = w z �. l-o z I- w • w U O — O H W U. o ui U = O ff- ' z ,■••••••, right -of -way permit herein is wholly of a temporary nature and it vests no permanent right to use whatsoever to the Permittee. Page L. of i:::: �� :.i._,....:: {w....,= .«;.. .:i: t: ' <:. , ` ; I,: s c ..;:;:u:;u : s: v s > at� .;.. . t., r a;a c 4441.4:4 ,:.15 t+�:ts+4 rok DATED this GRANTOR: VOI ` • TREAM P By: Print Name: Its: (Use this space for notary stamp /seal) STATE OF WASHINGTON COUNTY OF V:\ erson ice ' esident -West Region Dated: \Z'•) 1�1. Gni ",) s , S SIO/ji'• *1 r o Nor , . lJ PUBLIC �- rn . • ee � U' �'; ,III •9.9 -06 : ,p i;4lit IVASH�N�� (Use this space for notary stamp /seal) Site Number: SE 3561A Site Name: 144 & I -5 /Superior Glass Market: Seattle day of C)C , 2003 S III CORPORATION, a Delaware Corporation ) ss. I certify that I know or have satisfactory evidence that Bryon Gunnerson is the person who appeared before me, and said person acknowledged that he /she signed this instrument, on oath stated that he /she was authorized to execute the instrument and acknowledged it as the VP West Region of VoiceStream PCS III Corporation, a Delaware Corporation to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. ublic Print Name My commission expires c'►\ '`>\ ) C) (/7 3 OF DATED this / ' day of it)overil •/ , 2003 GRANTEE: CITY of TUKWILA By: Print Name: James Morrow Its: Public Works Director STATE OF WASHINGTON COUNTY OF KING On this day, before me personally appeared JIM MORROW to me known to be the PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this instrument on behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and acknowledged that he is authorized to do so at his free and voluntary act and deed, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. Name: Page of 6 l NOTARY PUBLIC, in and for the State of Washington, residing at 41)1.) CO?.41-4j My commission expires: .c / l - QG v i -u tv o P z sn -o om 0 d *i 0 t • D 3 0 O 0 z S w P NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. t W NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR1HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. LICENSE DETAIL INFORMATION Form Page 1 of 2 STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Current Filter: None Registration# or License LEGACTI005KD Name LEGACY TELECOMMUNICATIONS INC Address 7108 -B PIONEER WAY Address City State Zip Phone Number Effective Date Expiration Date Registration Status Type Entity Specialty Code Other Specialties UBI Number GIG HARBOR WA 98335 2538580214 5/4/2000 5/6/2005 ACTIVE CONSTRUCTION CONTRACTOR CORPORATION GENERAL UNUSED 602018360 * * *VIEW CROSS REFERENCE FILE FOR THIS LICENSE*** * * *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * * * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * * * *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * **VIEW CONTRACTOR INSURANCE INFORMATION * * * New inquiry by CITY , NAME , PRINCIPAL OWNER NAME , LICENSE , UBI NUMBER , check the L &I Contractor Industrial Insurance Premium Status or return to the L&I Construction Compliance Home Page https://wws2.wa.gov/lni/bbip/TF2Fonmasp?License=LEGACTIO05KD 11/21/2003 i - STATE Of • WASHINGTON ORGANIZATION TYPE DOMESTIC PROFIT CORPORATION LEGACY TELECOMMUNICATIONS, INC. 1225 12TH CT PO BOX 253 FOX ISLAND WA 98333 DOMESTIC PROFIT CORPORATION RENEWED BY AUTHORITY OF SECRETARY OF STATE 0033573 AT 0 2 H v'tt'� •ir5 �A�`. r.; i.• �f (:j�� " a� ?L�' �w' '�,f �`` „ ;- 1{:^: 1: 5' SI '.l ={� ''�i' ?�>�?S�.'.M,•:•:�_i �.= ° ?'Sl,�:t;:T'��w.'�1: '.0 R!.. `'y11[p :MEN% 5E REGISTRATIONS AND LICENSES W z 0 H 0 t7 H t9 Z M S m o a u►- " W - 7 HN ► d }. O 0001 . O WNOO 2 to .Jr0.1L 3 m D STZO- 8S8(CSZ1 UNIFIED BUSINESS ID #: 602 018 360 BUSINESS ID #: 001 EXPIRES : 03 -31 -2004 ,X - auI'ial A3H931 dS2 :IO CO ET unc 71 T ROW -,T, DEPARTMENTS: PERMIT CO013,0_COAV PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D03 -136 PROJECT NAME: T- MOBILE SITE ADDRESS: 14402/04 51 AV S DATE: 09 -15 -03 Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after permit Is Issued Building Division ❑ Fire Prevention ❑ Pla ni\ivision Pub ic ,•rks„ _ (nS� Structural ❑ Pe Pk Coor� nator I -2i7 -O3 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 09 -16 -03 Complete [ Incomplete ❑ Comments: Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R�TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10 -14 -03 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 PERMIT COORD COPY S.a'¢'[La.u. fe x: +�)i:4'niA"hil.J 4:J.WJ.ti a:S t 14. 44.4.cwuwwtd> ACTIVITY NUMBER: D03 -136 DATE: 05 -07 -03 PROJECT NAME: T- MOBILE - ANTENNA/EQUIPMENT SITE ADDRESS: 14404 51 AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: 5— S ('j0 11 5`l -03 Buildi ( ivision © Fire revention 0 Pu•lic orks _ - Structural ❑ r• RM1T COORD CC) 1� \ 6 " PLAN REVIEW /ROUTING SLIP b Y -z S Pt nni ng iD " v o n Permit Coordinator X DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05 -08 -03 Complete [ Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RING: Please Route S tructural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ) Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 PLRM1T COORD COPY' Not Applicable ❑ DUE DATE: 06 -05 -03 DATE: !(!' i glu. ?1 ?4+V.i: i1+,'i^N.Yr . s 47ts i4'�HS��.ttisr7t•�S'i'c Project Name: Project Address: Contact Person: Summary of Revision: 1�'e.c,a ✓o�� v�c� r a. al I % v\ e City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ct / 1 5 1 0 3 Plan Check/Permit Number: D 0 3— 1 3 (o Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit is Issued T- Mt o 1 1 -e -- 1 4+ itt — 4 bz ft54 5l A-1/01 e_ 5, s-1-t' -' A`b 10 o$1 Phone Number: C2a 6) 1 9 0 4 655 siovls /Kes-f-ecC b 'PKblic LJoV4S (r e. vt e tr m±o r S y s-1-e of -- r c wt 0 V e. Corbie le +� s eH-5 1r-ca.-Lc-cc), 5 i (t\)('7) - c. o wtp I t -k s c. Vt ;-�- -� i?. e J i s e_ o k 7,1/4_61; i c. Lk) o e k s t 3 L.. t l e. -1- t v\ Li - 1 1` Li P e_ C 1�c �/ ►'+'� fi t c e. s -4- i vvl a. -1 e Sheet Number(s): C ° tY\ p € C e-') 5 eJ %S o ■S "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: [g Entered in Sierra on Age if 08/30/00 City of Tukwila Department of Community Development 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431-3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ( (v 03 • Response to Incomplete Letter # ❑ Response to Correction Letter # O Revision # after Permit is Issued Sheet Number(s): C, o ✓h (. �" t` S e.-+S Plan Check/Permit Number: D 03 — 1 3 (o Project Name: Y-- M o6 n I e 1 4 4 4..r -s Project Address: ( 1f 0 210 Lt- Contact Person: 3 0-1 "'t *6 120* Phone Number: 2. OCR -- "710- L(, 5S Summary of Revision: . 2 t0 %5 1 b■A S a-S Got ✓1 e e wi yvt .t- ►r' D evt �-�J I t C t,J o r k s Y e: vl b S. 2 e t- a.. S k. -I- o a J r1. 5 1 S 4- q- ✓e.. S �- 17 �a� J'i K s . P � ,-` ✓ � cam. re_-� ec.� -�- o(� ✓ 4c -t- o vt e. I b o •i cot- e. t S -�-, 4_44 i + c 0 vet #41 c✓t - -S �.,J E. ✓-� A..C1 dress e d` et. s [ co'erpI t+- "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center bv: ,s 4 , Entered in Sierra on ,F'F1'e,'nY�'� l�arHiriS+N.n Permit Center RECEIVED ILA PERMIT CENTER „t;!t• -tee 08/30/00 APPROVAL LIST TITLE SIGNATURE DATE RF ENGINEER 5 RFrF1% PROJECT MANAGER 4 SEP 1 6 V SITE ACQUISITION 3 tug „,,, a)1tRi iC ZONING CONTACT 2 APR It/03 PROPERTY OWNER I , APR 04/03 I56tED FOR BPJCO45T. 0 RECEIVED SUE3M I TTALS i eEP 05/03 REvI6ED PER PUBLIC WORKS 5 Albs 6b/03 REMOVED GENERATOR 4 NAY 25/03 CITY OF TUKWILA REvI6ION6 3 APR 22/03 ISSUED FOR BP. /CGNbT. 2 APR It/03 RELOCATED COMPO1,ND I , APR 04/03 I56tED FOR BPJCO45T. 0 MAR 25/03 I66tMO FOR REVIEW • DRAWjj INDEX NO. ' DESCRIPTION A -2 A A - 4 A -5 A A -1 A - 8 F-I RF -2 5-1 S -2 S -3 E -1 E -2 E -3 E - 4 E - E - E -1 E Su- COVER SHEET SPECIFICATIONS SITE PLAN COMPOUND LAYOUT COMPOUND SUF4cING SOUTH ELEVATIONS WEST ELEVATION EQUIPMENT SERVICING: CLEARANCES RP DETAILS I RF DETAILS II STRUCTURAL DETAILS EQUIPMENT LAYOUT AND CONCRETE FA ETAILS WOO FENCE DETAILS ELECTRICAL SITE PLAN COMPOUND ELECTRICAL LAYOUT ELECTRICAL DETAILS I ELECTRICAL DETAILS II COMPOUND Csi20UNDING LAYOUT CsROUNDINCs DETAILS I CsROUNDINCx DE ?AILS II TYPICAL CsROUNDINCs CONNECTIONS SURVEY SEPARATE PERMIT R (�UIRED FOR: ECHANICAI. lit i LE CTRICAL (G UMBING AS PIPING CITY OF TUKWILA BUILDING DIVISION r REV. NO. 5 5 5 5 5 5 5 5 5 5 5 5 5 FILE COPY approvals are lunderstand that the Plan Check ns and a pproval of subje� to errors l � violation of any adapt do not authorize finance. Receipt of �- ed adopted of a pproved plans ackno►wled9 tra4to�'s copy c Rvisio TO � ? .�S SHALL BE E CF WORK wavoui „ ,, CZ TUKWIL/1 K .�; �u�Ae10 N mew FEE& ._ o 144TH & I -5/ SE3561A PROJECT SUMMARY Date: , I SITE NUMBER: SITE NAME: SITE ADDRESS: ASSESSOR'S PARCEL ”: CURRENT ZONING: GOVERNING CODE: JURI5D ICTION: CONSTRUCTION TYPE: PROPERTY OWNER: SITE ACQUISITION: ZONING CONTACT: PROJECT MANAGER: APPL (CANT: CONSULTANT: SURVEYOR: POWER: TELCO: 1 p i lk! 1� ` r, c n , , 2 1 ‘ , : W A , " - .4 WIRELESS 5E356IA 144T1 -1 4 1-5/ QUEST 14404 515T AVENUE 5 TUKWILA, WA 98168 - 1S996,00160 RESIDENTIAL COMMERCIAL CENTER 1991 USC CITY OF TUKWILA N/A CRAIG H. HOFFMAN 14404 515T AVENUE 5 TUKWILA, WA 98168 PHONE: (2 53) 921-0341 TODD FIE8IG PHONE: (20E) ) 354 -S211 JUSTIN AS5OTT PHONE: (20E, ) 190 - 46 55 ADAM GLENN PHONE: (42 5) 2 46 - 2141 VO ICESTREAM PCS III CORPORATION 19801 NORTH CREEK PKWY N SUITE 101 !BOTI -4ELL, WA 98011 TRK ENGINEERING LTD. *2 01 - 11688 - 66 TI -I AVE SURREY, 5C V35 1X1, CANADA CONTACT: RANDY MARKS TEL: (604) 514 -6432 FAX: (604) 514 -6431 TOLL FREE: 1 -811- 345 -4045 EMAIL: maillptrkeng.com DUNCANSON COMPANY INC. 145 SW 155TH STREET, SUITE 102 SEATTLE WA, 9E3166 PHONE: (206) 244 -4141 FAX: (206) 244-4455 SEATTLE CITY LIGI -4T (SCL) QUEST • "These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility . for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance :- j and will require a resubmittal of revised drawings #=4 for subsequent approval. - it rld an€- wptflnne is et !hirer to gad inspection by the Public Works utilities insjctor. Ptcrs ■ I KEY PLAN N.T.S. \\. \\\\\\ S 144T1 -1 STREET 1\ - '\NsN\\ NAVE) SS: ELEV.= 160.1 FEET VO IGESTREAM SITE NAL7 e'3; LAT. 41 LONG. 12216'13" N DIRECTIONS FROM VOICESTREAM OFFICE ( 80THELL) START OUT GOING SOUTH ON N CREEK PKWY TOWARD NE 195TH ST. TURN RIGHT ONTO NE 195TH ST. MERGE ONTO I-405 S VIA THE RAMP- ON THE LEFT- TOWARDS RENTON. TAKE THE SOUTHCENTER BLVD EXIT TOWARD SOUTHCENTER MALL AND KEEP LEFT AT THE FORK IN THE RAMP. CONTINUE LEFT ONTO SOUTHCENTER ESL VD AND THEN MAKE A RIGHT ONTO 52ND AVENUE S. FOLLOW TO 5 151ST STREET AND MAKE A LEFT, CONTINUE TO 515T AVENUE 5 AND MAKE A RIGHT. PROJECT DESCRIPTION THE PROJECT CONSISTS OF THE INSTALLATION OF PCS EQUIPMENT IN AN EQUIPMENT COMPOUND C/W CONCRETE PAD, CEDAR FENCE, AND THE REPLACEMENT OF AN EXISTING QUEST WOOD POLE WITH A 35' -0" WOOD POLE C/W ANTENNAS. 1 11111211 • MI II I, NANDIGAP REQUIREMENTS INSTALLATION IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAP ACCESS 15 NOT REQUIRED. OTHER REQUIREMENTS INSTALLATION HAS NO PLUMING OR PARKING. CONTRACTOR SHALL CONTACT UTILITIES PRIOR TO ANY EXCAVATION. 1 3c, S E P 1 5 2003 PERMIT CENTER CORRECTION LTR #, • ED 03 KS 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 3784000 ENGINEERING •201 - 11688 - 66TH AVE SURREY, eC V3$ 1X1, CANADA TEL: (604) 514 -6432 FAX: (604) 314 -6431 TOLL FREE: 1 -811 -345 -4045 EMAIL: ma 1I•trIi igconi WES: www..triciefl .4:01 PROJECT NO: 0315-4011 i DRAWN BY: L.C. i CelEC KED BY: FM 1 CAD FILE: 0315 -011AI i THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY PROW SITED. SITE 144114 4 I -5/ QUEST 14404 51ST AVE S TUKUJILA, WA 98168 (53561.4) i SHEET TITLE COVER SHEET SHEET NUMBER A -1 9 9 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL. WA 98011 PHONE (425) 378 -4000 1 201 - 11688 - 66TH AVE SURREY, BC V35 1X1, CANADA TEL: (604)'514 -6432 FAX: (604) 514 -6431 TOLL FREE: 1- 811- 345 -4045 EMAIL: 1rwIl+trk GOS WEB: wwktrkenC�.GOfn 0315-0i 0315 -011A2 SU 31'"'iITTALS S AUG 15/03 REMOVED GENERATOR 4 MAY 2!!/03 CITY OF TIJQIJIL.A }lEVISICJN6 3 APR 22/03 Ie&ED FOR P. =Net 2 APR 11103 ' RELOCATED COMPOLPc 1 04/03 WALED FOR dPICC NbT. O :APR MAR 25/03 I$6JEp FOR REVIEW THE INFORMATION CONTAINED N THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY PROHIBITED. liti6"f'37003 SITE 144TH 4 I - 5 / QWE ST 14404 51ST AVE 5 TUKUJI L, A, WA 9$168 (5E3561A) SPECIFICATIONS Cs ENER44L NOTES: 1. TWE PROPOSED INSTALLATION WILL DE UNMANNED AND DOES NOT REGUIIlE •OTABLE WATER OR SEWER SERVICE. 2. THE PROPOSED INSTALLATION IS UNMANNED AND IS NOT POI! HUMAN HABITATION. (NO HANDICAP ACCESS IS REQUIRED). 3. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY VOICESTREAM TECHNICIANS. 4. NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS PROPOSAL. 5. OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED. 6. ALL REFERENCES TO SPECIFIC STANDARDS FOR THIS PROPOSAL ARE UNDERSTOOD TO BE THE LATEST VERSION. 1. THE TENDERER MUST UNDERGO A SITE VISIT TO CAREFULLY EXAMINE AND UNDERSTAND THE SCOPE OF THE WORT[ REQUIRED BEFORE BID SUBMISSION. NO COMPENSATION IN ANY FORM WILL BE PAID FOR EXPENSES RESULTING FROM FAILURE TO DO SO. S. THE CONSULTANT RESERVES THE RIGHT TO RELOCATE ANY EQUIPMENT WITHIN 10ft. OF THE LOCATION SPECIFIED ON THESE DRAWINGS PRIOR TO INSTALLATION BY THE CONTRACTOR 9. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOD( ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONSTRUCTION MANAGER- 10. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS, ELECTRICAL LINES, AND ANTENNA CABLES. 11. ROUTING OF ALL CONDUITS, CABLES, CABLE TRAY, ETC. IS INDICATED AS PROPOSED LOCATIONS ONLY. CONFIRIW THE EXACT ROUTING WITH THE ON -SITE CONSTRUCTION MANAGER PRIOR TO THE START OF WORK 12. ALL DAMAGE OR OPENING UP OF THE EXISTING STRUCTURE MUST BE MADE GOOD TO THE PRE - CONSTRUCTION CONDITION OR BETTER. 13. INSPECTION OF COMPLETED WORK IS REQUIRED BEFORE COVERING UP. PROVIDE MINIMUM 24 HOURS NOTICE TO CONSULTANT. 14. REMOVE AND CLEAN UP ANY DEBRIS OR MATERIAL FROM THE SITE THROUGHOUT THE DURATION OF THE CONTRACT ON A DAILY BASIS AND UPON COMPLETION OF THE WORK AS DIRECTED BY THE CONSTRUCTION MANAGER. 15. OBTAIN AND PAY FOR ALL ELECTRICAL PERMITS AND INSPECTIONS REQUIRED FOR COMPLETION OF WORK AND ACCEPTANCE. PROVIDE CERTIFICATES TO THE CONSTRUCTION MANAGER VERIFYING THAT THE WORK CONFORMS TO THE REQUIREMENTS OF ALL CODES AND AUTHORITIES HAVING JURISDICTION. lb. PROVIDE VOICESTREAM WITH A WRITTEN WARRANTY, EFFECTIVE FOR ONE YEAR AFTER DATE OF ACCEPTANCE, FOR THE COMPLETE INSTALLATION. (REPAIR OR REPLACE ANY DEFECTS ARISING DURING THIS PERIOD AT NO EXTRA COST TO VOICESTREAM 11. NO DEVIATIONS FROM DESIGN SHOWN ON THESE DRAWINGS IS ALLOWED, WITHOUT WRITTEN APPROVAL FROM THE CONSULTANT. FAILURE TO OBSERVE THIS RULE MAY RESULT IN CONTRACTOR CORRECTING THE INSTALLATION AT THEIR EXPENSE. 18. THE STRUCTURAL ANALYSIS CF THE EXISTING WOOD UTILITY POLE IS THE RESPONSIBILITY OF OTHERS. CONTRACTOR TO SUPPLY ANTENNA MOUNTS, Tx LNE CONDUITS AND ALL ASSOCIATED SUPPORT BRACKETS AND HARDWARE FOR INSTALLATION BY GUEST. '^+.. �e�.' M/ 1'-..+ r..•.,.«..... ,.r.wr....•.:...a.n". "... V 4 PEN CRITERIA: I. 71e STRUCTURAL DESIGN OP T1dIE INSTALLATION 10 IN ACCORDANCE WITH TWE UNIFORM BUILDING CODE 1e 2. QF.SIGN LOADS: DESIGN DATA FOR TUKWILA, WA: -ROOF 6NOW LOAD 26 per -BASIC WIND SPEED 80 mph -WIND EXPOSURE G - SEISMIC ZONE 3 MASONRY NOTES: L ALL MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHAPTER 21 OF THE UDC 1991. 2. ALL MASONRY SHALL 8E LAID RUNNING TO DC ND AND FULLY GROUTED. 3. PROVIDE I - VERTICAL FULL HEIGHT IN FOUR CORES AT ALL JUNCTIONS, THREE CORES AT ALL CC HERS, AND ONE CORE AT ALL JAMBS. ALL 8" MASONRY BLOCK WALLS SHALL HAVE A MINIMUM OF 1 - VERTICAL BAR EVERY 4' -0" O.C. FOR FULL HEIGHT OF WALL. PROVIDE MATCHING DOWELS IN FOUNDATIONS. 4. SID BEAMS REINFORCED WITH 2 -IS CONTINUOUS ARE TO BE PROVIDED ABOVE AND BELOW EACH OPENING AND AT THE TOP OF ALL WALLS. BOND BEAMS SHALL EXTEND NOT LESS THAN 2' -8" PAST THE OPENING. PROVIDE CORNIER BARS AT ALL WALL INTERSECTIONS. LAP CORNER BARS AT LEAST 2' -6" 5. PROVIDE *'9 A,S.W.D. GALVANIZED K -WEB REINFORCING EVERY COURSE. ONLY TYPE "S" MORTAR WITH MINIMUM COMPRESSIVE CUBE STRENGTH OF 2000pei SHALL BE USED. 6. FILL CELLS WITH 2620,2e1 GROUT (3/8" AGGREGATE, 9" SLUMP). VIBRATE TO COMPLETELY FILL CELLS. 1. CLEAN -OUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF CELLS TO 13E FILLED WITH GROUT ABOVE EACH BOND LEVEL AND /OR FLOOR LEVEL. 8. REINFORCEMENT LAPS: •4 2' -0" 'N5 2' -6" 9. THE COMPRESSIVE STRENGTH OF MASONRY UNITS SHALL SE 2200081. 10. MASONRY PRISM TESTING IS REQUIRED IN ACCORDANCE WITH USG SECTION 2105. • CONCRETE NOTES: 1. ALL CONCRETE CONSTRUCTION 6EIALL DE IN ACCORDANCE WIt11 ACI -318. 2. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH Uec 115111 SECTION 1905 AND ACI 301. STRENGTHS AT 2$ DAYS AND MIX CRITERIA &HALL BE AS FOLLOWS. TYKE OF CONSTRUCTION 2$ DAY STRENGTH6 W/C MINIMUM CEMENT Mc) RATIO CONTENT A. SLABS ON GRADE PER CUBIC YARD TOPPING SLABS CONCRETE PIERS 2,500 PSI 5 .45 5 1/2 SACKS B. ALL STRUCTURAL CONCRETE EXCEPT WALLS C. CONCRETE WALLS 4000 PSI '1. WELDED WIRE FASRIC SHALL CONFORM TO ASTM A -185. - FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE 4000 PSI 5 .45 6 1/2 SACKS CEMENT SHALL BE ASTM 0150, PORTLAND CEMENT TYPE II UN.O. 5 .45 6 1/2 SACKS 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE METHODS AND PROCEDURES OF CONCRETE PLACEMENT. 4. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR - ENTRAINED WITH AN AIR - ENTRAINING ACsENT CONFORMING TO ASTM 0260, C494, 0618, C989 AND 01011. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLES 19 -A -1 OF THE UDC 1991. 5. RE INFORC NG STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT SD, GRADE 60, f •60,000 PSI. EXCEPTIONS: ANY BARS T SPECIFICALLY SO NOTED ON HE DRAWINGS SHALL BE GRADE 40, f9840,000 PSI. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL COWORI1 TO ASTM 4106. REINFORCING COMPLYING WITH ASTM A615(61) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN AJIS. 014 ARE SUBMITTED. 6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH AC1 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2' -0 ". PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2' -0 ". LAP ADJACENT MATS OF LLE:LDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. S. SPIRAL REINFORCEMENT SHALL BE PLAN WIRE CONFORMING TO ASTM A615, GRADE 60, Cy •60,000 PSI. 9. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED 8Y THE CONSULTANT. 10. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: - FORMED SURFACES EXPOSED (l6 BARS OR LARGER) 2" TO EARTH OR WEATHER ( SASS OR SMALLER) 1 1/2" - SLABS AND WALLS (INTERIOR FACE) 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. 12. ANCHOR BOLTS TO CONFORM TO ASTM A301. 3" 3/4" 13. NON - SHRINK GROUT SHALL ME FURNISHED BY AN APPRovED MANUFACTURER AND SHALL SE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RE COt11ENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3 PSI MINIMIJr"1') 14. ALL EXPANSION ANCHORS TO BE HILT( BRAND. ADHESIVE ANCHORS REQUIRE TESTING TO CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER Q o ti 60 • STRUCTURAL STEEL NOTES: SWOP DRAWINGS FOR STRUCTURAL STEEL SHALL DE SUBMITTED TO T►4E CONSULTANT fOR REVIEW PRIOR t0 FABRICATION. Z. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING iIELD WELDING, WOW 511lENGT‘I FIELD BOLTING, EXPANSION BOLTS, AND TWIlE4DED EXPANSION 4NGNORSJ SW.4LL BE BASED ON TWE O.Ib.G. "SPECIFICATION FOR TWE DESIGN, FABRICATION, AND ELECTION OP STRUCTURAL STEEL FOR BUILDINGS" LATEST EDITION. SUPERVISION SHALL BE IN ,4CGORpANGE WItN SECTION 1101 OF THE UCG 1SS1, BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE CONSULTANT. THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL IN8PEG110N REPORTS AND TEST RESULTS. 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING: REQUIREMENTS: TYPE OF MEMBER A. PLATES, SHAPES, ANGLES, AND RODS !s. SPECIAL SHAPES AND PLATES C. PIPE COLUMNS D. STRUCTURAL TUBING E. ANCHOR BOLTS F. CONNECTION BOLTS ASTM A36, Fy 36 K61 ASTM A512, Fy 50 Kv1 ASTM A53, Fy 313 1(81 ASTM A500, F 46 K61 A6711 A301 ASTM A32S TWIST -OW TYPE 4. ALL MATERIAL TO BE NOT DIPPED GALVANIZED AFTER FABRICATION PER Al23/Al23M -00. 5. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND AWS STANDARDS AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E10 )cX ELECTRODES. ONLY PR.EQUALIFIED U.ELDS (AS DEFINED BY AWS) SHALL BE USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE PEIRFORMED USING E10 XX ELECTRODES. WELDING WITHIN 4" OF COLD BENDS N REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. 6. COLD - FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND GAGE S1-1O LN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES INDICATED. ALL COLD - FORMED STEEL FRAMING SHALL CONFOR!''1 TO THE A.IS.S. "SPECIFICATION FOR THE DESIGN OF COLD - FORMED STEEL STRUCTURAL MEMBERS." 1. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4" DIA.) AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. 8. NON - STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA ASTM A301 BOLTS UNLESS NOTED OTHERWISE. 9. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE DESIGN 4 CONSTRICTION SPECIFICATION AND IN ACCORDANCE WITH ASTM A36 UNLESS NOTED OTI4E14WISE. 10. ALL WELDS TO BE I/4" FILLET UNLESS NOTED OTHERWISE. 11. TOUCH UP ALL FIELD DRILLING AND WELDING WITH 2 COATS OF GALVACON (ZINC RICH PAINT) OR APPROVED EQUAL. SPECIAL INSPECTIONS I. SPECIAL INSPECTIONS IN ACCORDANCE WITH SECTION 1101 OF THE USC ARE REQUIRED FOR HILtI ApIdESIVE ANCHORS. 'V' -''• ; , :iftstIA , 1 4• "' RECEIVED rfTV OF TI 1(W1t SEP 1 5 2003 PERMIT CENTER r 1 5U131'MITT4L5 5 AUG 15/03 REMOVED GENERATOR 4 • MAY 28/03 CITY OF TU WILA REV1510N6 3 APR 22/03 ISd(ED FOR BP. /ICC:W. 2 . APR 11/03 RELOCATED COMPOUND 1 APR 04/03 18IBUED POR 15P.. ONBT. 0 r MAR 25/03 - l86LED FOR REVIEW 1 4 ZONE : RCC ZONE : RCC (EXISTING ASPHALT, EXISTING UTILITY POLE, TYP. t 1 1 EXISTING UTILITY POLE C/W TRANSFORMER EXISTING SIGN 1I II 1I I 1 PHOTOS IM 3 1 1 1 \ N • II Sr 1 I I I I I , I I 1 1 1 QWEST TO REPLACE EXISTING WOOD UTILITY POLE WITH NEW 35'-0" WOOD UTILITY POLE AND INSTALL VOICESTREAM ANTENNAS AND APPURTENANCES. REFER TO DETAIL 4 ON DRAWING A -4 FOR ANTENNA LAYOUT 1 I ■ I 1 1 1 \ 1 I 1 1 I 1 1 I 1 , I 1 1 1 1 I 1 I 1 1 I l I I I I I I I I I I I I I I I I I I I 1 \ ■,9 1 r 1 J FOUND LEAD IN CONCRETE IN I CASE DOWN 09' PHOTOSIM 2 �1 \ ---- DIRECT BURIED ANTENNA CABLE ROUTE TO QUEST UTILITY POLE (EXISTING ASPHALT> 0 40' -0" I r - (EXISTING I ASPHALT) I EXISTINCs GUY - - ANCHOR EXISTING RETAINING WALL ,\ I \ ( I , I SITE BENCHMARK AL AT SET REBAR IV AT 15' OFFSET ELEV.= 16231' EXISTING POWER METER I EXISTING SIGN I I 1 I I I 1 I 1 I I I I ■ EXISTING GUARD RAIL ,S 88'41'16" E CEXITING ASPHALT) EXISTING GAS METER R N $ � i a -� 1 S EXISTING GATE e EXISTING \ BUILDING 14404- 51s+ 'AVE S. \ \ \\ EXISTING PIPES UI 1 � 1 1 1 • N LOT 19 3 ' / .,e 'iI. 42 6 4 ,>" • e_ 6 -f - r ZONE : RCC \ 1 \ SS1'33'05'E r SET \Hue. 4 \ TACK TYP. ' 1 ' 1 LOT 8 1 1 1 1 1 _1 r _. — 1 1 11 1 _.�..- N86 45'51" 94.01' 1 1 (EXISITNG GRASS 1 1 1 \ EXISTING BUILDING VOICESTREAM 20' -0 "x20' -0" LEASE AREA REFER TO A -4 FOR \ COMPOUND LAYOUT • a LOT 1 ZONE : RCC 1/11 0 4 8 20 1 1 1 SITE PLAN SOUTH 144 STREET 8 88'41'16" E 66222' r (XsI GRASS ) ♦ t9 DIY r CIO -.111■1111•M EXISTING GATE EXISTING SHED 1 1 ' = 00'11'31" R =5609.60' L =18.96' S ■ .11111111■11110■• MM. MP ..1111111111111111111111■ MP 1 VIA kr These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violation.s of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to fled inspection by he Public Works utilities V -42-33P' p (00 , 43--t NOTES: 1. 6ITE PLAN INFORMATION WAS OBTAINED PROM A SURVEY PIREPARED 15Y DUNCANSON COMPANY, INC., DATED MARCH 111, 20.3. 2. LEGAL. DESCRIPTION PItOVIDED BY FIDELITY NATIONAL TITLE COMPANY OF WA151-4INGTON ORDER NUMBER 1218225. LEGAL DESCRIPTION LOT 8, BLOCK 2, STERLI144 ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 14 OF PLATS, PAGE SS, RECORDS OF KING COUNTY, WAS4-4INGION; EXCEPT TWAT PORTION DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 24 FEET NORTH OF THE SOUTHWEOT CORNER OF SAID LOT; THENCE NORTI4EASTERLY 108 FEET TO A POINT ON THE EASTERLY LINE OF SAID LOT WHICH 16 416 FEET NORTHWESTERLY FROM T14E SOUTHEAST CORNER THEREOF; THENCE SOUTHEASTERLY 48 FEET TO SAID SOUTI-EAST CORNER TI4ENCE WEST ALONG THE SOUTH LINE TO THE SOUTHWEST C.ORNER OF SAID LOT; THENCE NORTH 24 FEET TO THE POINT OF BEGINNING; ALSO EXCEPT THAT PORTION THEREOF LYING EASTERLY OF A LINE DRALUN PARALLEL WITH AND 120 FEET WESTERLY FROM THE LW. SURVEY LINE CENTER LINE OF PRIMARY STATE HIGHWAY NO. 1, SC:X4T14 118T1-1 STREET TO SOUTH 126TI4 STREET; AS CONVEYED TO THE STATE OF WASHINGTON BY INSTRUMENTS RECORDED UNDER KING COUNTY RECORDING NO. 8538438; TOGETHER WITH ALL THAT PORTION OP LOT 1 BLOCK 1, STERLING ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 14 OF PLATS, PAGE SS, RECORDS OF KING COUNTY, WASHINGTON, LYING SOUTHWESTERLY OF A LINE DRAU.N 120 FEET SOUTHWESTERLY FROM, WHEN MEASUIRED AT RIGHT ANGLES TO AND PARALLEL WITH THE LIU. SURVEY LINE OF PRIMARY STATE HIGHWAY NO. 1 (MEd, SOUTH 118T1-1 STREET TO SOUTH 126T1-1 STREET. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. UP 56 IA 0 TREE LEGEND EXISTING DECIDUOUS TREE AL12 -TRUNK DIAMETER (IN) TYPE EXISTING EVERGREEN TREE t---HEIGHT AGL IF MEASURED NEW IMF'ERVI OUS SURFACE: 400 SQ. FT. AND GRAVEL OUTSIDE OF FENCING TO LEVEL GATES. LATITUDE/LONGITUDE POSITION COORDINATE DATA AT CENTER OF LEASE: NAD 83 LONG - 12216'13" W THIS PLAN DOES NOT REPRESENT A BOUNDARY SURVEY. SUBJECT AND ADJACENT PROPERTY LINES UJERE COMPUTED USM FIELD-FOUND EVIDENCE AND RECORD INFORT1ATION. EXISTING BURIED GAS LINE EXISTING OVERAEAD POWER EXISTING BURIED POWER LINE EXISTING WATER LINE EXISTING SANITARY ISMER EXISTING STORM DRAIN EXISTING C1-1AIN LINK FENCE EXISTING WOOD FENCE EXISTING BARBED WIREAUIRE FENCE EXISTING CATCH BASIN EXISTING FIRE 14YDIRANT EXISTING GATE VALVE EXISTING WATER METER EXISTING PAD MOUNTED TRANSFORMER EXISTING TELEPHONE RISER EXISTNG LIGHT STANDARD EXISTING UTILITY POLE EXISTING POLE GUY WIRE EXISTING EXISTING SPOT ELEVATION CM Tju ELEV.= 160.1 FEET BENCHMARK IS "HC11-5" W.SD.O.T. BRASS DISK ON THE NORTH SIDE OF 144T14 STREET 161 METERS EAST Of THE NORTHWEST CORNER OF THE BRIDGE OVER I AL a ALDER MP *MAPLE OK= OAK C44 CHEIRRY CE CED AR oFtr>ouGLAs FIR HE =HEMLOCK PI a PINE MTV OF IlIKWRA SEP 1 5 2003 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378-4000 / ENGINEERING SURREY, BC V35 IX1, CANADA TEL: (604) 814-6432 FAX: (604) 514 TOLL FREE: I-8,1-345-404S EMAIL: inaIlietricans.com !PROJECT NO: I DRAM BY 1 I CAD FILE: 1 TWE INFORMATION CONTAINED IN 11-115 SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSUPE OTHER THAN TWAT WHICH RELATES TO THE CL IENT NAMED IS STRICTLY SITE 14411-1 41-5/ QUEST 14404 51ST AVE S TUKWILA, WA 98168 SIIIET TITLE SITE PLAN SWEET WISE. V • SU5M I TTAL S 5 AUG 15/03 REMOVED GENERATOR 4 MAY 23/C3 CITY OF TIJQ1I LA REVI6IGNb 3 APR 22/03 ISSUED FOR BP. /ICON1*T. 2 APR 11/03 RELOCATED COMPOUND 1 APR 04/03 I6&ED FOR EP/COMST. D MAR 25/03 . IUD FOR REVIEW EXISTING 20' -0" SETBACK LINE EXISTING PIPES APPROXIMATE LOCATION OF EXISTING WINDOW, TYP. At_ _%11_ 8 ' -0" NICx 4 CEDAR FENCE. ,\ REFER TO 5 -3 FOR DETAILS \u // YOICESTREAM 20' -0 "x20' -0" LEASE AREA ll L- (4) 4" RIGID PVC CONDUITS DIRECT BURIED FOR ANTENNA CABLE ROUTING DIRECT BURIED ANTENNA CABLE ROUTE TO QI.EST UTILITY POLE. REFER TO A-3 FOR CONTINUATION 4' -0" CEDAR MAN GATE PROVIDE 4 "x6" P.T. TIMBER BETWEEN GATE POSTS TO RETAIN WASHED CRUSHED STONE IN COMPOUND. T.O. TIMBER SHALL BE PLACED 4" ABOVE GRANULAR "A" MATERIAL. OUTSIDE COMPOUND, RAMP GRANULAR "A" MATERIAL TO TOP OF TIMBER AT 6:1 SLOPE TO MINIMIZE TRIPPING HAZARD EQUIPMENT L INEUP: A -SITE SUPPORT (EXTRA TALK) CABINET (6$21b.) B -NOKIA ULTRASITE CABINET ($451b.) C -NOKIA ULTRAbITE CABINET (8461b.) 0-FUTURE UMTS WCDMA (846Ib.) _u +_ _11/_ 11L PROVIDE 4 "x6" P.T. TIMBER BETWEEN GATE POSTS TO RETAIN WASHED CRUSHED STONE N COMPOUND. T.O. TIMBER SHALL SE PLACED 4" ABOVE GRANULAR "A" MATERIAL. OUTSIDE \ COMPOUND, RAMP GRANULAR "A" MATERIAL TO \\ TOP 1/2 "•1' -Olt 0 1 2 11' -8 1/8" COMPOUND LA70UT EXISTING 5' -0" SETBACK LINE 1. PROPOSED WIRELESS CC�NICATION FACILITY 16 TO BE INCORPORATED WITW EXISTING UTILITY POLE FOR COMPATIBILITY. 2. NO VEHICULAR ACCESS TO TWE GRON.ID EQUIPMENT IS NECESSARY. GROUND 3. G OD EQUIPMENT AREA WILL BE SCREENED BY AN $ WOW WW CEDAR FENCE PAINTED TO MATCI -I TWE EXISTING BUILDING. ZONING NOTES: EXISTING PROPERTY LINE A IL SACK AIL _►I 111 —1\1114— L A LPHA SECTOR AZIMUTH 0' ANTENNA LAYOUT 3/4"•1 2 -iiI1111111111 SITE WORK GENERAL NOTES: 1. CONTRACTOR TO CONTACT ALL UTILITIES FOR LOCATION OP UNDE1lGROu ND SERVICES. "'E VICES. SERVICE LOCATIOW6 TO BE CONFIP D PRIOR TO CONSTRUCTION. 2. CONTRACTOR SWALL VERIFY ALL EXISTING DIMENSIONS, »c' CONDITIONS PRIOR TO COMMENCING ANY WORK ALL DIMENSIONS OF EXISTING CONSTRUCTION SWOWN ON TWE DRAWINGS APE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 3. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTI.ER UTILITIES WHERE ENCOUNTERED IN TW P IE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR TWE PROPER EXECUTION EXECUTION OF TIE WORK SWALL BE RELOCATED AS DIRECTED BY ENGINEERS (AT CONTRACTOR'S EXPENSE/ ExTREME CAUTION 5I.IOULD BE USED BY Tie CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. THE WORKING CREW SHALL NAVE PRIOR SAFETY TRAINING THAT INCLUDES BUT 16 NOT LIMITED TO: A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY p) TRENCHING 4 EXCAVATION. 4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER E REFUSE SHALL DE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 5. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITI -I THE EXECUTION OF THE WORK., SHALL SE REMOVED AND /OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITI -I THE EXECUTION OF THE WORK,, SUBJECT TO THE APPROVAL OF ENGINEERING, OVER AND /OR LOCAL UTILITIES (AT CONTRACTOR'S EXPENSE). 6. WHEN CONSTRUCT I ON IS COMPLETE, ALL D I STUPRT3ED AREAS ARE TO BE REINSTATED TO PRE - CONSTRUCTION CONDITIONS. GUEST TO REPLACE EXISTING WOOD UTILITY POLE WITH NEW 35' -1 " A.G.L. WOOD UTILITY POLE AND INSTALL vOICESTREAM ANTENNAS AND APPURTENANCES VOICESTREAM ANTENNA MOUNT CAU ANTENNAS. PREFER TO PRF- I FOR NN ANTEA DETAILS. REFER TO NOTE ON A -6 FOR MOUNT DETAILS 6 5/8" NOTE: WARNING SIGNS SHALL HAVE YELLOW AS TI-1E PREDOMINANT COLOR, BLACK UPPER PANEL AND THE LOWER YELLOW PANEL FOR ADDITIONAL SIGN WORDING. SLACK LETTERING SHALL SE USED FOR ADDITIONAL WC�INc . WARNING LABEL TO SE POSTED AT ACCESS TO EQUIPMENT C OMPOUND CONTAINING VOICESTIQEAM EQUIPMENT. WARNING SIGN DETAILS • X . X Y iex *_,,' TRENGI -�I SECTION 3/4 "•1' -0" 0 1 BLACK BACKGROUND N YELLOW LETTERING *"•- YELLOW BACKGROUND `'`- BLACK LETTERING NONVEHICULAR AREAS: SACKFILL WITH CLEAN NATIVE SACKFILL AND COMPACT TO 90% MAXIMUM DRY DENSITY. VEHICULAR AREAS: SACKFILL WITH GRANULAR 'A' AND COMPACT TO °.l5% MDD WARNING TAPE 4" RIGID PVC CONDUIT FOR ANTENNA CABLE ROUTING, TYP. OF 4 2" RIGID PVC CONDUIT CAU PULLROPE (TELCO) 2-°2 sour) BARE TINNED COPPER. REFER TO E-5 S E P 1 5 2003 VOICESTREAM EQUIPMENT. REFER TO 5-2 FOR EQUIPMENT LAYOUT. REFER TO A -8 FOR EQUIPMENT CLEARANCES PROPOSED LOCATION FOR TEMPORARY GENERATOR (WHEN REQUIRED) vOICESTREAM ELECTRICAL 14-FRAME. REFER TO E -3 FOR ELECTRICAL DETAILS AND 5-1 FOR STRUCTURAL DETAILS ------ 4 1/4 n N:4I ,,�! .► • . '��►1,1�1R Arna,, :10'70_ A. 7\,)\, , / /v-)< 4 4 1. 1/8" 6 3/8" 1/5" OPERATION OF RADIO TRANSMISSION EQUIPMENT. PROLONGED EXPOSURE TO RADIO FREQUENCY RADIATION AT THIS LOCATION MAY BE DETRIMENTAL TO YOUR HEALTH. FOR MORE INFORMATION CONTACT NNOC AT 1- 800 -632 -6662 ■ 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378.4000 l ENGINEERING '201 - 1668 - 66T1-1 AYE SURREY, 15C V3S 1X1, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -6431 TOLL FREE: 1 -811- 345 - 4045 EMAIL: Ina r I•tricwng.com WEB: www.trIcanrg.com PROJECT NO: 0315 -1011 1 DRAWN BY= L .C. 1 c •ecKED BY: FM 1 CAD FILE: 0313 -011A4 1 TWE I FORI"1ATION CONTAINED IN THIS SET OF DOCUMENTS I5 PROPRIETARY 8Y NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY PROHIBITED. ■ 31 T 144TI -I 4 1-5/ QUEST 14404 51ST AVE S TUKW I L. A, WA 4 31316S (SE 356 I A ) • SET TITLE COMPOUND LAYOUT ONE ET IU'113ER A -4 ■ ■ di 0 • WARN I NG EXISTING 20' -0" SETBACK LINE EXISTING PIPES APPROXIMATE LOCATION OF EXISTING WINDOW, TYP. At_ _%11_ 8 ' -0" NICx 4 CEDAR FENCE. ,\ REFER TO 5 -3 FOR DETAILS \u // YOICESTREAM 20' -0 "x20' -0" LEASE AREA ll L- (4) 4" RIGID PVC CONDUITS DIRECT BURIED FOR ANTENNA CABLE ROUTING DIRECT BURIED ANTENNA CABLE ROUTE TO QI.EST UTILITY POLE. REFER TO A-3 FOR CONTINUATION 4' -0" CEDAR MAN GATE PROVIDE 4 "x6" P.T. TIMBER BETWEEN GATE POSTS TO RETAIN WASHED CRUSHED STONE IN COMPOUND. T.O. TIMBER SHALL BE PLACED 4" ABOVE GRANULAR "A" MATERIAL. OUTSIDE COMPOUND, RAMP GRANULAR "A" MATERIAL TO TOP OF TIMBER AT 6:1 SLOPE TO MINIMIZE TRIPPING HAZARD EQUIPMENT L INEUP: A -SITE SUPPORT (EXTRA TALK) CABINET (6$21b.) B -NOKIA ULTRASITE CABINET ($451b.) C -NOKIA ULTRAbITE CABINET (8461b.) 0-FUTURE UMTS WCDMA (846Ib.) _u +_ _11/_ 11L PROVIDE 4 "x6" P.T. TIMBER BETWEEN GATE POSTS TO RETAIN WASHED CRUSHED STONE N COMPOUND. T.O. TIMBER SHALL SE PLACED 4" ABOVE GRANULAR "A" MATERIAL. OUTSIDE \ COMPOUND, RAMP GRANULAR "A" MATERIAL TO \\ TOP 1/2 "•1' -Olt 0 1 2 11' -8 1/8" COMPOUND LA70UT EXISTING 5' -0" SETBACK LINE 1. PROPOSED WIRELESS CC�NICATION FACILITY 16 TO BE INCORPORATED WITW EXISTING UTILITY POLE FOR COMPATIBILITY. 2. NO VEHICULAR ACCESS TO TWE GRON.ID EQUIPMENT IS NECESSARY. GROUND 3. G OD EQUIPMENT AREA WILL BE SCREENED BY AN $ WOW WW CEDAR FENCE PAINTED TO MATCI -I TWE EXISTING BUILDING. ZONING NOTES: EXISTING PROPERTY LINE A IL SACK AIL _►I 111 —1\1114— LPHA SECTOR AZIMUTH 0' ANTENNA LAYOUT 3/4"•1 2 -iiI1111111111 SITE WORK GENERAL NOTES: 1. CONTRACTOR TO CONTACT ALL UTILITIES FOR LOCATION OP UNDE1lGROu ND SERVICES. "'E VICES. SERVICE LOCATIOW6 TO BE CONFIP D PRIOR TO CONSTRUCTION. 2. CONTRACTOR SWALL VERIFY ALL EXISTING DIMENSIONS, »c' CONDITIONS PRIOR TO COMMENCING ANY WORK ALL DIMENSIONS OF EXISTING CONSTRUCTION SWOWN ON TWE DRAWINGS APE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 3. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTI.ER UTILITIES WHERE ENCOUNTERED IN TW P IE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR TWE PROPER EXECUTION EXECUTION OF TIE WORK SWALL BE RELOCATED AS DIRECTED BY ENGINEERS (AT CONTRACTOR'S EXPENSE/ ExTREME CAUTION 5I.IOULD BE USED BY Tie CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. THE WORKING CREW SHALL NAVE PRIOR SAFETY TRAINING THAT INCLUDES BUT 16 NOT LIMITED TO: A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY p) TRENCHING 4 EXCAVATION. 4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER E REFUSE SHALL DE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 5. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITI -I THE EXECUTION OF THE WORK., SHALL SE REMOVED AND /OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITI -I THE EXECUTION OF THE WORK,, SUBJECT TO THE APPROVAL OF ENGINEERING, OVER AND /OR LOCAL UTILITIES (AT CONTRACTOR'S EXPENSE). 6. WHEN CONSTRUCT I ON IS COMPLETE, ALL D I STUPRT3ED AREAS ARE TO BE REINSTATED TO PRE - CONSTRUCTION CONDITIONS. GUEST TO REPLACE EXISTING WOOD UTILITY POLE WITH NEW 35' -1 " A.G.L. WOOD UTILITY POLE AND INSTALL vOICESTREAM ANTENNAS AND APPURTENANCES L 6 5/8" A WARNING SIGN DETAILS • X . X Y iex *_,,' TRENGI -�I SECTION 3/4 "•1' -0" 0 1 BLACK BACKGROUND N YELLOW LETTERING *"•- YELLOW BACKGROUND `'`- BLACK LETTERING NONVEHICULAR AREAS: SACKFILL WITH CLEAN NATIVE SACKFILL AND COMPACT TO 90% MAXIMUM DRY DENSITY. VEHICULAR AREAS: SACKFILL WITH GRANULAR 'A' AND COMPACT TO °.l5% MDD WARNING TAPE 4" RIGID PVC CONDUIT FOR ANTENNA CABLE ROUTING, TYP. OF 4 2" RIGID PVC CONDUIT CAU PULLROPE (TELCO) 2-°2 sour) BARE TINNED COPPER. REFER TO E-5 S E P 1 5 2003 VOICESTREAM EQUIPMENT. REFER TO 5-2 FOR EQUIPMENT LAYOUT. REFER TO A -8 FOR EQUIPMENT CLEARANCES PROPOSED LOCATION FOR TEMPORARY GENERATOR (WHEN REQUIRED) vOICESTREAM ELECTRICAL 14-FRAME. REFER TO E -3 FOR ELECTRICAL DETAILS AND 5-1 FOR STRUCTURAL DETAILS ------ 4 1/4 n N:4I ,,�! .► • . '��►1,1�1R Arna,, :10'70_ A. 7\,)\, , / /v-)< 4 4 1. 1/8" 6 3/8" 1/5" OPERATION OF RADIO TRANSMISSION EQUIPMENT. PROLONGED EXPOSURE TO RADIO FREQUENCY RADIATION AT THIS LOCATION MAY BE DETRIMENTAL TO YOUR HEALTH. FOR MORE INFORMATION CONTACT NNOC AT 1- 800 -632 -6662 ■ 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378.4000 l ENGINEERING '201 - 1668 - 66T1-1 AYE SURREY, 15C V3S 1X1, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -6431 TOLL FREE: 1 -811- 345 - 4045 EMAIL: Ina r I•tricwng.com WEB: www.trIcanrg.com PROJECT NO: 0315 -1011 1 DRAWN BY= L .C. 1 c •ecKED BY: FM 1 CAD FILE: 0313 -011A4 1 TWE I FORI"1ATION CONTAINED IN THIS SET OF DOCUMENTS I5 PROPRIETARY 8Y NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY PROHIBITED. ■ 31 T 144TI -I 4 1-5/ QUEST 14404 51ST AVE S TUKW I L. A, WA 4 31316S (SE 356 I A ) • SET TITLE COMPOUND LAYOUT ONE ET IU'113ER A -4 ■ ■ di 0 • SUE3MITTALS 5 AUG I•453 REMOVED GENERATOR 4 MAY 28403 CITY OF TU KWILA REVIlSIO946 3 APR 22/03 ISSUED FOR D.P. /CON6T. 2 APR 11/03 RELOCATED COMPOUND I APR 04/03 ISBIED FOR BPICCNST. 0 MAR 29/103 Ie& ED FOR REVIEW N 161.00' 16000' 139.00' 158.20' 151 .00' N \ N \ N \ E i EXISTING CsRADE PREFER TO A -4 COMPOUND LAYOUT N PROVIDE 4 "xb" P.T. TIMBER BETWEEN GATE POSTS TO RETAIN WASHED CRUSHED STONE IN COMPOUND. T.O. TIMBER SHALL BE PLACED 4" ABOVE GRANULAR "A" MATERIAL OUTSIDE COMPOUND, RAMP GRANULAR "A" MATERIAL TO TOP OF TIMBER AT 6:1 SLOPE TO MINIMIZE TRIPPING: HAZARD d 1 - 011 L r I . N AIL s� lll /4_ /4_ _1Ii _ ►I, _111 111 AI �v111�� _1\ IL FENCE POST T.O. WASHED CRUSHED STONE. REFER TO NOTE 6 r, g o 0 0 0 0 0 0 0 0 0 / /'' \ %\ \ \� /`\\ \/ �\ � \ '�� r-'1 0 ■ 1K---1.4(4/4CeD4CCO:CfaCCCYDaCP3CtCroa,CgaCfpn:CgCta :a 0 0 • • • �"�• .III;►'► , x ' . ; ,i i► 0 O �, O O/ \'�JO \ / ORGANIC MATERIAL TO BE REMOVED AND REPLACED WITH 8" LIFTS OF COMPACTED GRANULAR AS MATERIAL OR PIT RUN TO DEPTH 4" BELOW FINISHED GRADE. REFER TO NOTES 2 AND 3 .11. ,.�.�.*..,..._..-_..v_..., .... • • \ 1 \ \ \ \ \ ► A 1/2 " =1' -0" 0 1 2 3 / 111111 . 11 ■ LEVEL GRADE IN VICINITY OF GATES \ \ \ \ C W49HED CRUSHED STONE COMPOUND SURFACE SLOPED MATCH EXIStMG GRADE CO \ EXISTING: CONTOUR TYP. \ \ COMPOUND SUF4CINC \ \ � 0 � ° ° O ° r / <Th o O O O O N N N \ \ \ \ \ \ • • i� 1 1 L N -w- _111_ _HI_ sIL sIL \WJ • Wi- _1,_ .11L sll 111/ 4_141_1z- ..ill/ _111_ _It JIL COMPOUND SURFACING SECTION 3/4"•1'-0" 1 2 N -N- .s.\ _� ►_ _VI_ s IL J -\ .JIL AIL J�1\ J I L S \ ►IL sLL_ PROVIDE 4 "x6" PT. TIMBER BETWEEN GATE POSTS TO RETAIN WASHED CRUSHED STONE IN AI COMPOUND. T.O. TIMBER SHALL BE PLACED 4" ABOVE GRANULAR "A" MATERIAL. OUTSIDE COMPOUND, RAMP GRANULAR "A" MATERIAL TO TOP OF TIMBER AT 6:1 SLOPE TO MINIMIZE TRIPPING HAZARD ,1L c wir / 4 6.? REFER TO NOTE 5 • •: w 4" OF RAN ATERIAL. REFER ° • 4tUttitiart4A40:7411-45,01%.*:Aw C134C8c? ° - Iw x,; yN Y x, � CB, `,y�w �� , ; p o � 0 o O 0 0 ' ' f^7 rT-• / �7 e7 _� tr . T �� T- s ! r - ► ;f w N O . /.• • O o 0 CQMOUNP SURF4CINC NOTES: I. CONTRACTOR TO CONTACT ALL UTILITIES FOR LOCATION OP UNDERGROUND SERVICES. SERVICE LOCATIONS TO BE CONF IRMED PRIOR TO CONSTRUCTION. 2. REMOVE UNSUITABLE OR DELETERIOUS MATERIAL AS REQUIRED. COMPACT UNDERLYING BOIL TO 90% OP MAXIMUM DRY DENSITY. REPLACE REMOVED SOIL WITH S" LIFTS OP GRANULAR "e" MATERIAL TO A DEPTH OP 4" BELOW PROPOSED GRADE, COMPACT TO MIN. 35% OF MAXIMUM DRY DENSITY. ALL COMPACTION SHALL BE N ACCORDANCE WITH ASTM D I551 METHOD D. !REVIEW WITH PROJECT MANAGER AND GEOTECW PRIOR TO CONSTRICTION. 3. SUS -BASE COURSE OF GRANULAR "5" MATERIAL SMALL CONSIST OF CRUSHED STONE OR GRAVEL, FREE FROM VEGETATION AND OTHER DELETERIOUS SUBSTANCES. MATERIAL TO BE UNIFOIIRMLY MIXED AND COMPACTED READILY UNDER WATERING AND ROLLING TO FORM A FIRM STABLE BASE. GRADATION AS FOLLOWS: !PERCENTAGE PASSING SIEVE SIZES (BY IIE;IGHT) 4. BASE COURSE OF GRANULAR "A" MATERIAL SHALL CONSIST OF EVENLY GRADED MIXTURE OF CRUSHED STONE OR GRAVEL, WITH 100% PASSING THROUGH 1 1/2" SIEVE AND NOT MORE THAN 5% PASSING THROUGH •4 SIEVE. COMPACT TO 98% OF MAXI?" UM DRY DENSITY. 5. PROVIDE DEWITT PRO-5 (5 MIL) WEED BARRIER UNDER WASHED CRUSHED STONE COMPOUND UNLESS NOTED OTHERWISE. 6. PROVIDE 4" LAYER OF 3/4" WASHED CRUST -ED STONE WITH NO FINES ON FILTER FABRIC. v \ . 3 2 1/2" •4 •200 " n^ _''• 2 1 ,. - 100% 90X -100% 40X -'90% -25X 1. RECEMED Orr TiiKVOLA \\\ ; \� \! /� ��� �: �\ S E P 1 5 2003 /. r /i. PIIRMIT MUM I, 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL WA 98011 PHONE (425) 378.4000 ENI3INEERING •201 - 11688 - 66T14 AVE SURF:EY, 5C 1135 1X1, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -6431 TOLL FREE: 1 -811- 345 -4045 EMAIL: malll+trkarng COm WEB: www.tricang.com PROJECT NO: 0319 -011 i DRAILIN BY: L.C. i CHECKED BY: i CAD FILE: 0315 -0I1A5 TI4E INFORMATION CONTAINED IN THIS SET OF DOC.UMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY PROHIBITED. SITE 144T14 4 1-5/ QwE ST 14404 IT AYE S TUKWI L A, WA 98168 (5E356IA) I SHEET TITLE COMPOUND SURFACING SWEET NUMBER A -5 ■ • • a SUBMITTALS S AUG I5/03 REMOVED GENERATOR 4 MAY 28/03 CITY OP 'TUKWILA RIeV16ICiN6 3 APR 22/03 IMUM FOR BP. /COW. 2 APR 11/03 RELOCATED COMPOUI D 1 APR 04/03 !WED FOR BPX,ONST. e MAR 23/03 OWED FOR REVIEW EXISTINCs�� CONDUIT T.O. WOOD UTILITY POLE 35' -0" AAl. VOICESTREAM RAD CENTER 32' -0" A.G.L. VOICESTREAM ANTENNA MOUNT C/W 3 ANTENNAS. REFER TO DETAIL 4 ON A -4 FOR ANTENNA LAYOUT. REFER TO NOTE 2 PROVIDE HOISTING GRIPS AT TOP OF VERTICAL ANTENNA CABLE RUN E911 ANTENNA LOCATIONS T.B.D. NNNN N___ QUEST TO REPLACE EXISTING WOOD UTILITY POLE WIT4.4 NEW 35' -0" ALL. WOOD UTILITY POLE AND INSTALL vOICESTREAM ANTENNAS AND APPURTENANCES EXISTING OVERHEAD LINE !�- _4 .W- AIL Alt_ r._ -w_ 1IL 4_w .JIL ..i k/A- - VI& 4414- ad14JL- - t/ A- .4_ ..1.IL 1IL .w_ .JIL .AIL _w _ .JIL -w .AIL _w- 11L .w_ —!IL ..Y JIL JIL ,IL _Jr _►IL vOICEST1REAM ANTENNA CABLE SUPPORT POST C/W GPS ANTENNA. REFER TO RF -1 FOR GPS ANTENNA DETAILS AND 5 -1 FOR MOUNT DETAILS _Jo _W _ JI _w .AIL 4_14414 4JL 4.\.t.4114- -Wig 4»4iL 4 W IC JIL ,IL ,.JIL _w_ _4_ _w_ 'L 1IL ,JIL 111 4_W4_ -W _ JI _II,_ _w_ ,IL AIL 41) AU_ .w_ ,JIL e ■W W /4_ ,.AI _W' JA SOUTH ELEVATION 3/d"•I' -0" 0 I 2 VOICESTREAM EQUIPMENT. REFER TO 5 -2 FOR EQUI'P'MENT LAYOUT. REFER TO A -8 FOR EQUIPMENT CLEARANCES SOUTH COMPOUND ELEVATION 3/5 " -1' -0" 0 1 2 5 I MMLiii■M■1 _ _w_ 11L 41L AIL /'"" I .• .• A.\ ll/ / t a Wi - a� Wig a�WLm a�W ' - 414. � _ — - - �• `' . II' -w- _w_ AIL - - - -w- �IL _w_ w_ .JIL_ 1I 11L VOICESTREAM ELECTRICAL 4- I- FRAME. REFER TO E -3 FOR ELECTRICAL DETAILS AND 5 -1 FOR STRUCTURAL DETAILS 4114- -MW! GIMP - =MID - - .... .... 1.- - MIND - - - - - - - .- - - - - ALL 4WD IL 4_4124 r WW 8' -0" HIGH CEDAR FENCE PAINTED TO MATCH EXISTING BUILDNG. REFER TO S -3 FOR DETAILS AIL .A IL r)t, EXISTING BUILDING 10' -0" CEDAR DOUBLE SWING GATE. REFER TO S -3 FOR DETAILS JIL AIL _a J1 L AIL 46.1.12A _,L W /. .• 1IL L -w r1 _ 4-u REFER TO DETAIL 2 FOR SOUTH COMPOUND ELEVATION JAL J . NOTES: 1. ELEVATION lb DIAGRAMMATIC ONLY. 2. CONTRACTOR TO SUPPLY A COPIPLETE ANTENNA MOUNTING A66EMISLY FOR INSTALLATION BY GiNLIIST. THE MOUNTING ASMEMELY 16 TO CONSIST OF VALMONT MICROFLECT PARTS: - (1) TRI - SECTOR CHAIN MOUNT KIT (PART 1 0163S) - (3) ANTENNA-MOUNTING PIPE (PART 4 6146I) 3. ANTENNAS, CONDUITS AND ALL MOUNTING HARDWARE ARE TO BE PAINTED A FLAT DARK BROWN TO MATCI.1 POLE. 4. FENCE TO BE PAINTED TO MATCH EXISTING BUILDING. ZONING NOTES: 1. PROPOSED WIRELESS COMMUNICATION FACILITY IS TO BE INCORPORATED WITH EXISTING UTILITY POLE FOR COMPATIBILITY. 2. NO VEWICULAR ACCESS TO THE GROUND EQUIPMENT IS NECESSARY. 3. GROUND EQUIPMENT AREA WILL BE SCREENED BY AN S FOOT HIGH CEDAR FENCE PANTED TO MATCH THE EXISTING BUILDING. • 1 I I I I I I I ,u ._►u% -W w w AIL .11 w • .JIL _ L._ w ,A1L CAT" reSrCtittik . ...; gi n r � t! _W. _w . 11 I -4.Wi- �►!r! - w_ JI NIL REPINED (f r, r-,F n J(WIt A S E P 1 5 2003 PeRMIT CEMO Ibeftwm 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 3784000 E NGINEERING '201 - 11656 - SSTFI AVE SURREY, BC 1135 1X1, CANADA TEL: (604) 514 -6432 FAX: (604) S14 -6431 TOLL FREE: 1 -811- 345 -4045 EMAIL: MIl•trk, .coM WEB: L eng CO n PROJECT NO: 0315 -011 i DRAWN BY: L.C. i CHECKED BY: FM i CAD FILE: 0315 .•011A6 i THE I14FOR'1ATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT U4ICH RELATES TO THE CLIENT NAMED IS STRICTLY PROHIBITED. SITE 144T14 11- 5/ OLLIE5T 14404 513T 14vE 5 TUKWILA, WA '3816.8 (SE 3561 A ) SHEET TITLE SOUT14 ELEVATIONS &#ET NJ'"1DE• A -6 V 6 •�•.....- .w a✓r .II.1 •MIN. - .wI.M • e .......# ..i -.. ..... �. • A. • 1 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL. WA 98011 PHONE (425) 378.4000 •201 - nbSb - 66TH AVE SURREY, BC v3S 1X1, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -6431 TOLL FREE: 1 -811- 345 -4045 EMAIL: maIIftricar .co W www.trirang.com w.trkenrg.r o •315 -OII 0315 -C11A1 THE INFORMATION CONTAINED IN T1415 SET OF DOCUMENTS IS PROPRIETARr BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT W141CN RELATES TO THE CLIENT NAMED IS STRICTLY PROHIBITED. SITE 144TH -1 4 1-5/ QWEST 14404 51ST A VE S TUKWI L A, WA 98165 (SE 356 I A ) WEST ELEVATION T.O. WOOD UTILITY POLE vOICESTREAM RAD CENTER N._ VOICESTRENN ANTENNA MOON? GNJ 3 ANTENNAS. REFER TO DETAIL 4 ON A -4 FOR ,4NTEMIA LAYOUT. N. REFER TO NOTE 2 ON A -6 PROVIDE HOISTING GRIPS AT TOP OF VERTICAL ANTENNA CABLE RUN T.O. CONDUITS QWEST TO REPLACE EXISTING WOOD UTILITY POLE WITH NEW 4L 35' -0" i . WOOD UTILITY POLE AND INSTALL vOICESTREAM ANTENNAS AND APPURTENANCES (4) 4" RIGID PVC CONDUITS FOR ANTENNA CABLE ROUTING. REFER TO 8 -1 FOR CONDUIT MOUNTING DETAILS 2" RIGID PVC CONDUIT FOR TELCO. REFER TO 5 -1 FOR CONDUIT MOUNTING DETAILS E BUILDING / EXISTING BUILDING EXISTING CONDUIT WEST ELEVATION 3/8 "•1' -0" 0 1 2 5 EXISTING OVERHEAD LINE M = MIMED .... - - 1... 11=1111 r 8 1-11G3-1 CEDAR FENCE PAINTED TO MATCH EXISTING BUILDINCs. REFER TO 5 -3 FOR DETAILS REFER TO DETAIL 2 ON DRAWING A -6 FOR SOUTH COMPOUND ELEvATION 4 -0" CEDAR MAN GATE Gas, 3F 1 J *r5 i I,..A n' � � k: . 1 SUBMITTALS s AUG 15/03 RI MOYED GENERATOR • • w V • • I .\-- - w . . I UMITT4L5 I [MAR 23/03 IAPIR 04/03 [APR 11/03 I APR 22/03 !MAY 215/03_ [AUG a/+03 i : I ieet,IED FOR eP./CONbT. , g 1 Iee4.ED FOR BP. /CONeT. ' I CITY CC Tuvuu► REV161046 I I REMOVED GENERATOR I • • • i 1 0 1 0■ 73 : ,C1 1 cn 1 N CM W A 6 r L 4$ -5 5/16" 2'-'3 1/16" 2' -6 13/16" 6' -4 3/8" 8' -10" N 2'-5 1/2" 8' -4 3/4" 3' -1 11/16" 4' -4 11/16" a PtScl Owil r � cP2J� D 42 tt� ;Pg 2 5/8" 3 1/16" 2 t -0 " X J l 1 J I � % / / \ ! \ \ t \ / \ / \ / \ r \ / \ / \ / \ / \ ! \1 r/ \1 / III \\ !' \\ !' \ , r ! \\ lI \\ // r / \ /' \\ I `\ v , \ , \ I \\ /' `\ I' r / \ / \ / \ , \ , \ / r \ ' \ I \ /r 1 I \ \ /I �\ /' r\ / \ ! \ r' `\ !' 1\ r ! \ I \ / \� \\ ' , 1 I ' ` \` / ! \\ �\ I i \ \ gli / \ r \ � l / \ / \ /' l `\ ` I ` I \ \ a I / // \\ r A IS \ \ v \ �r \\ \ \ \ \ \ \ \ r � r t / , , 2 \ \\ / r \ '\ \\ \ / I' \ \ ! I \ \ \\ / t \ I \ \ \\ \\ I II \\ \ / \ / \ r \\ / < \\ \ / I r \ \ / �\ / I \\ \ \ I r ! \ ` \r r\ /' r I / , 1 I \ I / \ \ / \ I r \1 ' '�` II ' `\\ \ \ \ / \ r /� `T _ _ \\ I // \ \ Q < - - �\ t \ � \ \/ • • I - - - - -& \ 1\ / / I / \ 4 � , ..., \, . \ n ♦ ♦ \ \ \\ r , \ on (� \r\1AAr 11r \ \�A1�MKl \\ i } \ ♦ i \ t I \ ` \\r..eft \\� t I \\ \ i t ` \ `\ \ / I I ' • `\ i / \ \\ i \\ % \ \ \ \ Ivs\\,,, \ /' I \ig .1, , \ \ i i ! \ /X / , I Va•VMWMWAVAWA it r I I rlM1��Vi►W�V►�111M11� 1, r \ ` \\ • - \ � ' \ \\ r I I I - - _ \ \- I 211/ i I \ I ' I -� I \ / L _ `\ i I !' ,' r. / I \ ! I \\ I I I \` '! / I \ I I \ \ \ I' ' ` � ' ' 'I ?471 ` ' ' ' ' ■ I \ I \ I \ I \ I \ \ I \ \ 1 \ \ I \ I \ I \ I \ I \ I \ 1 \ I \ I \ / g m i 6 3 a r a ) t 7 \ / \ I \ I \ / \ I \ I \ / \ / - _y 17094 r ,-, . illgi 1%M 1 )"!* Wo! / / I I I I I ON z-f -nr 1).A D OZ c A N Oz O C) rn c mr N O � r �O / 2 o8 0 m - "' pluis tro g v1140, w >o Z - ANTENNA SECTOR M ANTENNA VENDOR AZIMUTH (TN) MECHANICAL DOWNTILT RADIATION CENTER CABLE LENGTH COAXIAL CABLE NUMBER OF COAX RUNS A -1 ALPHA DR65- 19 -02DPQ EMS 0' T.B.D. 32' -0" 120' -0 "* ANDREW 1 /8" DIA. 4 A -3 ALPHA A -4 ALPHA A -2 ALPHA B -1 BETA ■ 0865- IS- 02DPQ EMS 120' T.B.D. 32' -0" 120' -0 "t ANDREW 1 /8" DIA. 4 B -3 BETA B -4 BETA B -2 BETA G -1 GAMMA DR65- IS- 02DPQ EMS 240' T.B.D. 32' -0" 120' - "* ANDREW 1/8" DIA. 4 G -3 GAMMA G -4 GAMMA G -2 GAMMA E911 ANTENNA (TYP. OF 2) PCi1�1p�F- 0I90B - 002M ANDREW - - T.B.D. T.B.D. T.B.D. 2 GPS - VIC 100 MATSUS 4ITA - - 1' - " * 4' -0 ": ANDREW 1/2" DIA. 1 TYPE OF EQUIPMENT LENGTH OF CABLE RUN DIA. OF CABLES MI p L CITYTALK/ ULTRASITES 3 -0 ", 6' -0 ", AND 10' -0" SUPERFLEX JUNIPER RUNS 1/2 " 1 1/4" CITYTALK/ ULTRASITES . 3 -0 ", 6' -0 ", AND 10' -0" FLEX JUMPER RUNS 1/2" . 4" ULTRASITES ON THIR,1 100 -0" 1/8" / 10" ULTRASITES W/LNA 101" THRU 150' - 1/8" 10" ULTRASITES 151' - AND GREATER 1 5/8" 20" CITYTALK 0" THRI 130 1/8" 10" CITYTALK 131' -0" AND GREATER 1 5/8" 20" • 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 •20I - n688 - 66TH AVE SURREY, BC V35 '1X1, CANADA TEL: (604) 314 -6432 FAX: (604) 514 -6431 TOLL FREE: 1-81-1-345-4045 EMAIL: Ina 1I.tr c le.com WEB: w w.tr carlg.con+ 0315 -01**1 SUBMITTALS I TTALS s AUG I5i 3 REMOVED GENERATOR MAY 2$/03 CITY OF T iQL LA 'REVISIONS 3 , APR 22, ISSUED FOR P. /CON6T. 2 APR 11/03 RELOCATED COMPOUND 1 r APR 04/03 'M ED FOR drX.C..aNbT. D MAR 2e/03 IB6IJED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY B Y NATURE_ ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY PR WIBITED. 144T1 -1 t 1-5/ QWEST 14404 515T AVE 5 TUKWILA, WA 98168 (SE3561A) FIF DETAILS 1\ 1 k_ CONNECTORS ELECTRICAL TAPE (I LAYER) STEP 1 COAXIAL CABLE NOTE$: 1. ALL COAX IAL CABLE CONNECTIONS TO SE WEATHERPROOFED. 2. CONTRACTOR TO PROVIDE DRIP LOOPS N CABLES AND JUMPERS WHERE 3. TAGGING: 3.1 ALL COAXIAL CABLES TO BE MARKED WITH COLOR CODED TAPE TO 32 COLORED ELECTRICAL TAPE SHALL MARK EACH END OF CABLE AND (NOT TO INTERFERE WITH 1, IJEATNERPROOFING). 3.3 IN ADDITION TO TAPE MARKINGS, EACH END OF EVERY CABLE SHALL VOICESTREAM) INSCRIBED WITH NUMBER AND COLOR OF TAPE. 4. COAXIAL CABLE SPECIFICATIONS REQUIRE CABLE SUPPORT EVERY 3' -0" REQUIRED TO MEET TI REQUIREMENT. 1 ELECTRICAL TAPE: 3 LAYERS WITI -4 2" TAPE AND 3 LAYERS IN 3/4" TAPE (ALL WITH MINIMUM 509 OVERLAP). ALL TAPE ENDS SHALL BE CUT (DO NOT STRETCH). COAT WITH 3M SCOTCH COTE SPRAY SEALER 1 iI Ora LOADING CHART " STEP 2 $TEP 4 NECESSARY. INDICATE THE ANTENNA SECTOR. EACH END OF JUMPERS AS CLOSE TO EACH END AS POSSIBLE. ALSO SE FITTED WITH BRASS LABEL TAGS (SUPPLIED BY ON CENTER. CONTRACTOR SHALL SUPPLY SUPPORTS AS i COAXIAL CABLE UIEATI- IERPROOFINCs COAXIAL GABLE SPECIFICATIONS BUTYL TAPE (ALSO KNOWN AS MASTIC, TAFFY TAPE) NOTE: VERTICAL CONNECTIONS SHALL BE TAPED FROM THE BOTTOM UP SO OVERLAP MOVES WATER AWAY FROM CONNECTION, TYP. • STEP 3 I• • IRED 3 RED 2RED TX/RX TX 4RED RX 4 TX/RX 2 1 BETA SECTOR 1 GREEN TX/RX 1 3 GREEN TX 4 GREEN 3 RX 4 2 GREEN TX/RX 2 GAMMA SECTOR 1 YELLOW TX/RX 3 YELLOW TX 4 YELLOW 3 RX 4 2 YELLOW TX/RX 2 NOKIA GSM -1900 BTS (EQUIPMENT CABINET) ALPHA SECTOR BETA SECTOR GAMMA SECTOR • 6' -0" 6UPERFLE JUMPER CABLE 6' -O" SUPERFLE JUMPER CABLE Q 6' -0" 5UPERtLEX JUMPER CABLE r_3 6' -0" SUPERFLEX JUMPER CABLE 6 -0" SUPERFLEX JUMPER CABLE r 6 -0" SUPERFLEx JUMPER CABLE Q 1 6' -0" SUPEIFLEX JUMPER CABLE 1 '1 6' -0" SUPERFLEx JUMPER CABLE a 6' -0" SUPERFLEX JUMPER CABLE 11 1 b' -0" SUPERFLEX JUMPER CABLE 6' -0" SUPERFLEX JUMPER CABLE [� 6' -0" SUPERFLEX JUMPER CABLE )' I Al - I RED BAND A3 - 3 RED BANDS A4 - 4 RED BANDS A2 - 2 RED BANDS 81 - 1 GREEN BAND 83 - 3 GREEN BANDS B4 - 4 GREEN BANDS 82 - 2 GREEN BANDS GI - I YELLOW BAND G3 - 3 YELLOW BANDS G4 - 4 YELLOW BANDS G2 - 2 YELLOW BANDS AT ANTENNA CONNECT ION 1 2 AT ENTRY TO EQUIPMENT CABINET ON (F)1 [•�i:[ / .41 IDIN (F)1 IDIN (F)I IDIN (F)1 ID ( F)1 (DIN (F)1 IDIN (F)1 (DIN (F)I ID IN (F)1 N.T.S. IDIN ( F) I [DIN (F)1 1/8" COAXIAL 3' -0" FLEx CABLE JUMPER CABLE D 1)] 1/8" COAXIAL CABLE 1/8" COAXIAL CABLE [ ] 1/8" COAX IAL CABLE 1/8" COAXI CABLE / et7 1/8" COAXIAL CABLE 1/8" COAXI CABLE [ 1/8" COAX IAL GABLE ) ,/S" COAXIAL CABLE [ 1/8" COAXIAL CABLE ] 1/8" COAXI CABLE 1/8" COAX IAL CABLE ANTENNA AND COAX GENERAL NOTES 1. ALL ANTENNA AND COAX IAL ANTENNA CABLE TO BE FURNISHED BY VOICESTREAM AND INSTALLED BY CONTRACTOR. 2. COAX COLOR COD ING; ANTENNAS TO BE NUMBERED IN A CLOCKWISE MANNER FROM TRUE NORTH AND COLOR CODED AS FOLLOWS: SECTOR I ANTENNA DESIGNATION - COLOR CODING 3. THE ABOVE COAX COLOR CODING APPLIES TO SECTORIZED SITES; FOR OMNI SITES USE THE ATO, BTO, GTO COLOR CODES ONLY. 4. COAX SHALL BE TAGGED WITH COLOR CODING AT (2) PLACES USING 1" WIDE WEATHERPROOF COLORED VINYL TAPE, AT THE FOLLOWING LOCATIONS: IIUN COAXIAL CABLE WITH MINIMUM 12" SLACK 12" FROM EDGE OF EQUIPMENT CABINETS, ACROSS WAVE GUIDE BRIDGE, UP TOILER LEG AND DISTRIBUTE TO EACH ANTENNA DEVICE. FURNISH AND INSTALL MINIMUM OF (3) GROUND ND KITS PER COAX IAL CABLE PER ELECTRICAL DRAWINGS. VERIFY NUMBER OF ANTE* 45, CABLE AND CABLE DIAMETER WITH PROJECT MANAGER (DIN (F)1 ID1N (F)I IDIN (F)1 ID IN (F)1 IDIN (F)I ID IN (F)1 [DIN (F)1 IDIN (F)I IDIN (F)) IDIN (F)I IDIN (F)I f c 3' •0" FLEX JUMPER CABLE 3' -0" FLEX JUMPER CABLE Q cl lam►-! ILNAI LLN 6' -0" FLEX JUMPER CABLE [) 3 FLEX 3' -0" FLEX JUMPER CABLE JUMPER CABLE 1=1 E=I ILNAI[1 1=1 q 0 cl 3' -0" FLEX JUMPER CABLE E ILNAI 3' -0" FLEX 3' -0" FLEX JUMPER CABLE JUMPER CABLE JILNA ICS C a COAXIAL GABLE DIAGRAM 3 FLEX JUMPER CABLE Ca, f1:]C 6' - FLEX JUMPER CABLE � 6' -0" FLEX JUMPER CABLE Q 3' -0" FLEX ,JUMPER CABLE © C 3' -0" FLEX JUMPER CABLE C.� ®C 6' - FLEX JUMPER CABLE f^I 3' -0" FLEX JUMPER CABLE l� E:3C 6 ' - FLEX JUMPER CABLE 17 6' -0" FLEX JUMPER GABLE Cif` -- �' • A -1 A•3 EMS DMA - 19 -02DPQ A -4 A - B -I B -3 EMS DR65- 19 -02DPQ B -4 B -2 G -1 G -3 EMS DR65- 19 -02DPQ G -4 G -2 SEP 1 J 'UU3 PERMIT CENTER 8 1 / - • 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 •20I - n688 - 66TH AVE SURREY, BC V35 '1X1, CANADA TEL: (604) 314 -6432 FAX: (604) 514 -6431 TOLL FREE: 1-81-1-345-4045 EMAIL: Ina 1I.tr c le.com WEB: w w.tr carlg.con+ 0315 -01**1 SUBMITTALS I TTALS s AUG I5i 3 REMOVED GENERATOR MAY 2$/03 CITY OF T iQL LA 'REVISIONS 3 , APR 22, ISSUED FOR P. /CON6T. 2 APR 11/03 RELOCATED COMPOUND 1 r APR 04/03 'M ED FOR drX.C..aNbT. D MAR 2e/03 IB6IJED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY B Y NATURE_ ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY PR WIBITED. 144T1 -1 t 1-5/ QWEST 14404 515T AVE 5 TUKWILA, WA 98168 (SE3561A) FIF DETAILS 1\ 1 k_ CONNECTORS ELECTRICAL TAPE (I LAYER) STEP 1 COAXIAL CABLE NOTE$: 1. ALL COAX IAL CABLE CONNECTIONS TO SE WEATHERPROOFED. 2. CONTRACTOR TO PROVIDE DRIP LOOPS N CABLES AND JUMPERS WHERE 3. TAGGING: 3.1 ALL COAXIAL CABLES TO BE MARKED WITH COLOR CODED TAPE TO 32 COLORED ELECTRICAL TAPE SHALL MARK EACH END OF CABLE AND (NOT TO INTERFERE WITH 1, IJEATNERPROOFING). 3.3 IN ADDITION TO TAPE MARKINGS, EACH END OF EVERY CABLE SHALL VOICESTREAM) INSCRIBED WITH NUMBER AND COLOR OF TAPE. 4. COAXIAL CABLE SPECIFICATIONS REQUIRE CABLE SUPPORT EVERY 3' -0" REQUIRED TO MEET TI REQUIREMENT. 1 ELECTRICAL TAPE: 3 LAYERS WITI -4 2" TAPE AND 3 LAYERS IN 3/4" TAPE (ALL WITH MINIMUM 509 OVERLAP). ALL TAPE ENDS SHALL BE CUT (DO NOT STRETCH). COAT WITH 3M SCOTCH COTE SPRAY SEALER 1 iI Ora LOADING CHART " STEP 2 $TEP 4 NECESSARY. INDICATE THE ANTENNA SECTOR. EACH END OF JUMPERS AS CLOSE TO EACH END AS POSSIBLE. ALSO SE FITTED WITH BRASS LABEL TAGS (SUPPLIED BY ON CENTER. CONTRACTOR SHALL SUPPLY SUPPORTS AS i COAXIAL CABLE UIEATI- IERPROOFINCs COAXIAL GABLE SPECIFICATIONS BUTYL TAPE (ALSO KNOWN AS MASTIC, TAFFY TAPE) NOTE: VERTICAL CONNECTIONS SHALL BE TAPED FROM THE BOTTOM UP SO OVERLAP MOVES WATER AWAY FROM CONNECTION, TYP. • STEP 3 I• • IRED 3 RED 2RED TX/RX TX 4RED RX 4 TX/RX 2 1 BETA SECTOR 1 GREEN TX/RX 1 3 GREEN TX 4 GREEN 3 RX 4 2 GREEN TX/RX 2 GAMMA SECTOR 1 YELLOW TX/RX 3 YELLOW TX 4 YELLOW 3 RX 4 2 YELLOW TX/RX 2 NOKIA GSM -1900 BTS (EQUIPMENT CABINET) ALPHA SECTOR BETA SECTOR GAMMA SECTOR • 6' -0" 6UPERFLE JUMPER CABLE 6' -O" SUPERFLE JUMPER CABLE Q 6' -0" 5UPERtLEX JUMPER CABLE r_3 6' -0" SUPERFLEX JUMPER CABLE 6 -0" SUPERFLEX JUMPER CABLE r 6 -0" SUPERFLEx JUMPER CABLE Q 1 6' -0" SUPEIFLEX JUMPER CABLE 1 '1 6' -0" SUPERFLEx JUMPER CABLE a 6' -0" SUPERFLEX JUMPER CABLE 11 1 b' -0" SUPERFLEX JUMPER CABLE 6' -0" SUPERFLEX JUMPER CABLE [� 6' -0" SUPERFLEX JUMPER CABLE )' I Al - I RED BAND A3 - 3 RED BANDS A4 - 4 RED BANDS A2 - 2 RED BANDS 81 - 1 GREEN BAND 83 - 3 GREEN BANDS B4 - 4 GREEN BANDS 82 - 2 GREEN BANDS GI - I YELLOW BAND G3 - 3 YELLOW BANDS G4 - 4 YELLOW BANDS G2 - 2 YELLOW BANDS AT ANTENNA CONNECT ION 1 2 AT ENTRY TO EQUIPMENT CABINET ON (F)1 [•�i:[ / .41 IDIN (F)1 IDIN (F)I IDIN (F)1 ID ( F)1 (DIN (F)1 IDIN (F)1 (DIN (F)I ID IN (F)1 N.T.S. IDIN ( F) I [DIN (F)1 1/8" COAXIAL 3' -0" FLEx CABLE JUMPER CABLE D 1)] 1/8" COAXIAL CABLE 1/8" COAXIAL CABLE [ ] 1/8" COAX IAL CABLE 1/8" COAXI CABLE / et7 1/8" COAXIAL CABLE 1/8" COAXI CABLE [ 1/8" COAX IAL GABLE ) ,/S" COAXIAL CABLE [ 1/8" COAXIAL CABLE ] 1/8" COAXI CABLE 1/8" COAX IAL CABLE ANTENNA AND COAX GENERAL NOTES 1. ALL ANTENNA AND COAX IAL ANTENNA CABLE TO BE FURNISHED BY VOICESTREAM AND INSTALLED BY CONTRACTOR. 2. COAX COLOR COD ING; ANTENNAS TO BE NUMBERED IN A CLOCKWISE MANNER FROM TRUE NORTH AND COLOR CODED AS FOLLOWS: SECTOR I ANTENNA DESIGNATION - COLOR CODING 3. THE ABOVE COAX COLOR CODING APPLIES TO SECTORIZED SITES; FOR OMNI SITES USE THE ATO, BTO, GTO COLOR CODES ONLY. 4. COAX SHALL BE TAGGED WITH COLOR CODING AT (2) PLACES USING 1" WIDE WEATHERPROOF COLORED VINYL TAPE, AT THE FOLLOWING LOCATIONS: IIUN COAXIAL CABLE WITH MINIMUM 12" SLACK 12" FROM EDGE OF EQUIPMENT CABINETS, ACROSS WAVE GUIDE BRIDGE, UP TOILER LEG AND DISTRIBUTE TO EACH ANTENNA DEVICE. FURNISH AND INSTALL MINIMUM OF (3) GROUND ND KITS PER COAX IAL CABLE PER ELECTRICAL DRAWINGS. VERIFY NUMBER OF ANTE* 45, CABLE AND CABLE DIAMETER WITH PROJECT MANAGER (DIN (F)1 ID1N (F)I IDIN (F)1 ID IN (F)1 IDIN (F)I ID IN (F)1 [DIN (F)1 IDIN (F)I IDIN (F)) IDIN (F)I IDIN (F)I f c 3' •0" FLEX JUMPER CABLE 3' -0" FLEX JUMPER CABLE Q cl lam►-! ILNAI LLN 6' -0" FLEX JUMPER CABLE [) 3 FLEX 3' -0" FLEX JUMPER CABLE JUMPER CABLE 1=1 E=I ILNAI[1 1=1 q 0 cl 3' -0" FLEX JUMPER CABLE E ILNAI 3' -0" FLEX 3' -0" FLEX JUMPER CABLE JUMPER CABLE JILNA ICS C a COAXIAL GABLE DIAGRAM 3 FLEX JUMPER CABLE Ca, f1:]C 6' - FLEX JUMPER CABLE � 6' -0" FLEX JUMPER CABLE Q 3' -0" FLEX ,JUMPER CABLE © C 3' -0" FLEX JUMPER CABLE C.� ®C 6' - FLEX JUMPER CABLE f^I 3' -0" FLEX JUMPER CABLE l� E:3C 6 ' - FLEX JUMPER CABLE 17 6' -0" FLEX JUMPER GABLE Cif` -- �' • A -1 A•3 EMS DMA - 19 -02DPQ A -4 A - B -I B -3 EMS DR65- 19 -02DPQ B -4 B -2 G -1 G -3 EMS DR65- 19 -02DPQ G -4 G -2 SEP 1 J 'UU3 PERMIT CENTER 8 SUBMITTALS 5 AUG 8/03 REMO W GENERATOR 4 MAY 28/03 CITY OF TUKWILA REVI510Nb 3 APR 22/103 1581.ED FOR BP. /COW. 2 APR 11/03 RELOCATED COMPOUND 1 APR 04/C3 IS6UED FOR BP/COW. 0 MAR 25/03 I661,ED FOR REVIEW • FARE 1 FIGURE 4 ELECTRICAL TAPE OVER MASTIC TAPE GROUND ING CLAMP GROUND ING STRAP ASSEMBLY N.T.S. FIGURE 2 FIGURE 5 ADJUSTABLE BAND CLAMP GROUND ING CLAMP COAXIAL CABLE GROUNDING SWEEP TEST PROCEDURE: THE FOLLOWING PROCEDURE DESCRIBES THE TEST AND FAULT ENDING PROCEDURE TO BE FOLLOWED FOR ALL ANTENNAS. 1. TEST EQUIPMENT SHOULD CONSIST OF A SWEEP OSCILLATOR SET TO RUN BETWEEN 1800 AND 2000 MHz, DIRECTIONAL COUPLER WITH AT LEAST 35dB DIRECTIVITY AND SCALAR NETWORK ANALYZER WITH RESOLUTION OF BETTER THAN 02dB. A MATCHED 50 Ornr LOAD AND SHORT CIRCUIT TERMINATION ARE ALSO REQUIRED. 2. SET UP THE RETURN LOSS MEASURING SET AS PER THE MANUFACTURERS INSTRUCTIONS AND CALIBRATE WITH THE ORT (0dS RETURN LOSS VSWR = INFINITY) 3. INFORM THE OPERATIONS STAFF AT THE SWITCH THAT SWEEP TESTS ARE TO BEGIN AT TH15 SITE SO THAT THEY CAN DISABLE TRANSMISSION TO AVOID POTENTIAL TRX DAMAGE WITH T4-4E ANTENNA PORT OPEN. (IF APPLICABLE) 4. COMPOSITE RETURN LOSS: DISCONNECT THE BOTTOM JUMPER AT THE BTS AND CONNECT IT TO THE MAIN PORT OF THE BRIDGE. RETURN LOSS OF THE COMPOSITE JUMPERS, FEEDER AND ANTENNA SHOULD BE < -18dB ( VSU1R > 1.5 : 1 ) BETWEEN 1800 AND 2000 MHZ. 5. FEEDER RETURN LOSS: TURN OFF THE SWEEP GENERATOR, DISCONNECT THE TOP JUMPER AT THE ANTENNA AND CONNECT A DUMMY LOAD TO THE END OF THE TOP JUMPER WITH A DIN - N ADAPTER. POWER UP THE GENERATOR AND MEASURE THE RETURN LOSS LOOKING INTO THE BOTTOM JUMPER THE RETURN LOSS SHOULD NOT EXCEED -18dB ( VSWR > 13 : 1 ) BETWEEN 1800 AND 2000M44Z. b. FEEDER INSERTION LOSS: REPLACE THE LOAD WITH A SHORT CIRCUIT TERMINATION AND MEASURE THE MAXimuri AND MINIMUM RETURN LOSS BETWEEN 1800 AND 2000. ADD THIS TOGET14ER AND DIVIDE BY 4 TO GIVE THE AVERAGE 1 WAY INSERTION LOSS WHICH SHOULD BE < 3 dB. 1. IF THE CONDITIONS IN 4, 5 AND 6 ARE MET THEN THE TEST IS COMPLETE. IF 4 IS BAD BUT 5 4 b ARE OK THEN REPLACE THE ANTENNA AND RETEST. IF 5 4 6 ARE BAD THEN MEASURE RL OF MAIN FEEDER ONLY. IF RETURN LOSS IMPROVES TO -20 OR BETTER OR INSERTION LOSS IMPROVES BY MORE THAN 2dB THEN REPLACE OR RETERMINATE THE BOTTOM AND TOP JUMPER. OTHERWISE REPLACE THE MAN FEEDER RUN. NOTIFY PROJECT MANAGEMENT AND RF ENGINEERING OF ANY FAULTY HARDWARE. 8. ALL TEST RESULTS SHOULD BE CLEARLY MARKED WITH SITE, FEEDER NUMBER, DATE, MEASURED TIME. SLOT FOR ADJUSTABLE BAND CLAMP 1/4" 20 HARDWARE *6 GROUND LEAD FIGURE 3 PUTTY TAPE w GROUND IL 2 BARREL HYDRAULICALLY CRIMPED CONNECTION IF REQUIRED BY ANTEMIA CONFIGURATION, EXTEND LEAD REQUIRED BY ANTENNA CONFIGUR4TION, EXTEND LEAD W/'' CONDUCTOR TO GROUND BAR FIGURE 6 r MODEL *: MANUFACTURER 1-IE IGHT: DIAMETER WEIGHT: E911 ANTENNA, N.T.S. EQUIPMENT ISOMETRIC N.T.S. PCN0E- 0190E -002M ANDREW 39" 1b" 0.8 Ibs. r • MODEL •: MANUFACTURER: MOUNTING BRACKET: LENGTH: WIDTH: DEPTH: WE IGHT: 3 ANTENNA SPECIFICATIONS nts. ULTRASITE EQUIPMENT CABINET, TYP. OF 2 MODEL MANUFACTURER: 14E IGNT: DIAMETER: WE IGI -IT: CAPS ANTENNA N.T.S. EMS DR65 - 19- 02 DPQ EMS WIRELESS MOUNTING BRACKETS INCLUDED 12" 12" 4 " 32 LBS. vIC 100 MATSUSHITA 3 1/8" 3 1/2" 0.66 Ibs. 17 1:1 • • .?)6, CF , 1 2 A. : ': RITURE UNTO WCDMA CABINET C'►T1 (1 RECEIVED TI MIN A S E P 1 5 2003 PERMIT CENTER �. 19807 NORTH CREEK PARKWAY N SUITE 101 BOTH ELL, WA 98011 PHONE (425) 378 -4000 ENGINEERING *201 - 11688 - 66T14 AVE SURREY, BC v35 1X1, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -6431 TOLL. FREE: 1 -871 -345 -4045 EMAIL: mall•tric ngzom WEB: waw.trk fl9 Com PROJECT NO: 03"13 -011 DRAWN BY: L.G. i CMEOCED BY: CL" !t' . i CAD FILE: 0315- 011!0=2 i THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY PRCIBITED. SITE 144714 4 1-5/ QWE5T 14404 515T AVE 5 TUKWILA, WA 981f©8 (SE35fo1A) !WERT TITLE 11W DETAILS II 'WEE T NUMBER RF -2 ■ • I SUSMITTAL5 S AUG 15/03 REMOVED GENERATOR 4 MAY 25✓03 CITY OF TUCWILA REVISION!, 3 APR 22/03 ` ISSUED FOR 15P. 'COW . 2 APR 11/03 RELOCATED CCI1POI.I D 1 APR 04/03 OWED FCIR SP. CONNT. 0 / -- MAR 25/03 MOWED FOR REVIEW � 2" RIGID PVC CONDUIT FOR TELCO. FASTEN USING UNISTRUT CLAMPS (PART 4°2038) GUEST TO REPLACE EXISTING WOOD UTILITY POLE WITH NEW 35' -0" AA.L. WOOD UTILITY POLE AND INSTALL VOICESTREAM ANTENNAS AND APPURTENANCES PROVIDE REMOVABLE SECTION OF PVC CONDUITS SLIT DOWN THE MIDDLE AND BANDED BACK TOGETHER TO ALLOW FOR THE INSTALLATION OF GROUND KITS ANTENNA CABLE CONDUIT MOUNTED TO UN I STRUT SUPPORT BRACKETS AT 5' -0" 0/C :::/,:;\\)>):>' \ \ r \\ v \ \ `\ �\, �\ . `�� ' , \ `' \ \ ` \\ �, \ \r \ \ � \ V I 'd / /ice / ; A / / „ j `v / v , j \; v �\ / v /,v \ V ' v \ \ �\ \ V ' v H (/ r F,..'SV)›.7 + �. . h r/LKI—\\\\.' \ / \/ �/\ i, \ /,\ isiI ,1 %,,7\-\\/,,,,,,/,/.,<5><./,;‘//,.<.,.,/,,,,,,, ; % \ , \ /;\i \1 �i; ,,, � v \\,/,://\. /\ / \ / \ /\\` /\ /\ \ /,�' �; / \ / / \ � / / `, /' /, \ ',/, . /\ , .. , /\ 4 I / / %f \ , \\, \ \ \` \\ \ \ . /‘\(/<\./ \ ~ \\,... 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Octcs cto O ° o ° o ° o ° O ° O°: 0 ° O ° O ° O ° ° O ° O ° O ° O ° O °° � o ° o ° o ° e ° ° o ° g °o °o°0 °, • ° ° ° °o ° o ° o ° o ° o ° o ° o ° o ° . 0.,0,.,0 ° C1 ° 0 0: ANTENNA CABLE JUMPER, 4" MIN. BEND RADIUS, TYP. GPS ANTENNA ANTENNA CABLE SUPPORT POST ANTENNA CABLE -1/8" (10" MIN. BEND RADIUS) PROVIDE RUBBER BOOTS TO SUIT CONDUITS AND CABLES. APPLY DUXSEAL TO MAKE WATERTIG4 4T T.O. GRANULAR "A" MATERIAL oC , c VALMONT MICROFLECT ANCHOR -BOLT PIPE COLUMN (PART NO. 8126) OR APPROVED EQUAL, CUT TO SUIT UNISTRUT PIPE CLAMP (PART NO. P1119) WITH SLOTTED HEX HEAD SCREW AND NUT UNISTRUT P1001 B, LENGTH TO SUIT. LOCATE TO SUIT ELECTRICAL EQUIPMENT •..r �. . � ,�� • . r.• •. 11'i /A 4.* ' • D o oOoo ooQ�000 °'i ' 7.;:T:::::4: �i` ���, . Iw�i�i � I�E� ,�" � � ' ���%��I i - b 1 0 0 u . w� i► 0 0 0 1 0 0 0 0 0 0'0 0 0 0 0 0 0 0 0 0 00 . 0 o 0 0 / o 0 0 0 0 0 0 0 0 0 a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 , a o 0o o°° ° 0 ° 0 0 o ° o ° oo ° o ° o ° 0 ° 0 0 ^ ° ^ °n ° - a °0� °� °° , °O °° ° ° °� °0 °O ° ° I I ^ ^ o o„ o „ � 0 0 0 0 0 0 0 0 , I I J I I I I I I I I I I I I I I I i / ' ✓/ ••• r �► 1- - -_ 0 ANTENNA GABLE CONDUIT ROUTING DETAILS A • + ° 0 °0 °C °o° O ° 0 0 0 0 00 0 0 O o o w 0 n ,0`, 6 0 0 0° 7' C• ° ° ✓ / , 1/2".1 0 11 2 SECTION I I I I i I / VALMONT MICROFLECT PIPE CAP (PART NO. B3013) OR APPROVED EQUAL 3/4" CHAMFER 3/4" DIA. ANCHOR BOLTS SUPPLIED WITH VALMONT MICROFLECT ANCHOR -BOLT PIPE COLUMNS CONCRETE PIER op 3 T VOICESTREAM EQUIPMENT (4) 4" RIGID PVC CONDUITS DIRECT BURIED FOR ANTENNA CABLE ROUTING • V 44 as. I &, • 0000000 ,0 0 0 0 0_0 ) 0 0 °O 2 -0" 00000000000 0 0 n 0 0 0 0 0 O O O 0 "OO"000000000 0 000 FONT vIEW N 1 0 1 ° 0 0 0 0 � rr CONDUIT SUPPORT BRACKET DETA GPS MOUNT NOT SHOWN FOR CLARITY 3/8" DIA. U -BOLTS UNISTRUT P1001 S. LENGTH TO SUIT. LOCATE TO SUIT ELECTRICAL EQUIPMENT VALMONT MICROFLECT -BOLT PIPE COLUMN (PART *15I26X) OR APPROVED EQUAL, CUT TO SUIT AND TOUCH UP WITH 2 COATS OF GAL VACON (2) 3/4" DIAL THREADED ROD BOND TO CONCRETE WITH HILTI HY150 ADHESIVE SYSTEM EMBED 5", TYP. ANTENNA GABLE SUPPORT POST 3/4 " =1 -0" 0 1 2 1!!!!!!!!!!iiiiiiiij r 8 " :n CsPS ANTENNA 2 T.O. EQUIPMENT PAD ANTENNA CABLE SUPPORT POST UN I STRUT CF'S MOUNT DETAIL I " /1111 0 / 1 2 I I NOTES: I. ROPER TO A -Z FOR ALL CONCRETE AND STRUCTURAL STEEL SPECIF CAT IONS. QWE8T 35' -0" WOOD UTILITY POLE UTILIZE UNISTRUT SUPPORT BRACKET (PART NUMBER P2543) ATTACH 'L,ISING 1/2" x 5" LAG SCREWS. SPACING AT 5' -0" 0/C MAX. 4" RIGID PVC CONDUIT FOR ANTENNA CABLES, TYP. OF 4. FASTEN USING UNISTRUT CLAMPS (PART NUMBER P1120) 2" RIGID PVC CONDUIT FOR TELCO. FASTEN USING UNISTRUT CLAMPS (PART 9°2038) kAbt UNISTRUT P1000 WITH NOTCH, TOUCH UP CUTS WITH 2 COATS OF ZINC RICH PAINT 3/8" DIA. BOLTS 1 5/16" D.D. PIPE, LENGTH TO SUIT C/W 1 1/4" DIA. HOLE THROUGH ANGLE NNN 8 " o 0 0 0 0 0 0 o a 0 o o o~'0 0 0000 D00o0000000!?),, 000000000000 0 0000000000000000000000 D 0 0 0 0 0 0 0 0 0 0 0 )00 ° 0 0 0 0 0 0 0 0 0 ° 0 0 0 0 0 ° 0 0 0 ° 0 0 0 0 0 0 0 0 0 0 0 ° 0 00 L2 "x3"x1/4" ANTENNA CABLES TO NOKIA CABINET FASTEN CABLES TO PIPE WITH UV RESISTANT TIE WRAPS 2 3/8" O.D. PIPE VALMONT MICROFLECT UNIVERSAL PIPE ADAPTER KIT (PART 4 BI534) s►IDE vIEW VALMONT MICROFLECT PIPE CAP (PART '83013) OR APPROVED EQUAL N A !kC+YU) A ^ ' L ./v1 RECEIVIO cm, or IKrMLA SEP 1 5 2003 PEAT Crim r 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 ENI3INEERING *201 - 11688 - 66T14 AVE SURREY, BC V3S 1X1, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -6431 TOLL FREE: 1 -811- 345 -4045 EMAIL: and i I*trlcarg.aom WEB: www.tricang.com !PROJECT' NO: 0315 -gm i 1 171 1 b5LN IBM L.G. 1 COKED BY: FM. i GAD FILE: 0315 -®1x61 i THE INFORMATION CONTAINED N THIS SET OF DOCUMENTS IS PROPRIETARY dY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY PRrOI- VISITED. 6ITE 144TH 4 1-5/ QWE5T 14404 51ST AVE 5 TUKWILA, WA 98168 (SE3561A ) e..e T TITLE STRUCTURAL DETAILS bM#ET 4.14151ER S - • . a 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378-4000 ''201 - 11686 - 66TH AVE SURREY, BC v35 1X1, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -6431 TOLL FREE: 1 -a11- 345 -4®45 EMAIL: meta mom WEB: uww.tric�,com 1 315 -01182 SUS1`''? I TTAL, S S AUG I5/03 REI'10 ,W G iERATOR 4 MA'r 28/03 CITY OF i uc & LA REv181d6 3 APR 22# 3 IT'D FOR ! . /COW. 2 APR ll,Y 3 RELOCATED COMPOUND 1 APR 04/03 ISSUED FOR D.PJC CP T. V MAR 25/003 mum FOR REv1 W THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS I5 PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WI•IICH RELATES TO THE CLIENT NAMED I5 STRICTLY PROWIBITED. 144T1.1 4 1-5/ QUEST 14404 515T AVE 5 TUKWILA, WA 98165 (5E3561A) EQUIPMENT LAYOUT AND CONCRETE PAD DETAILS V • EDGE OF TI IICKENED PAD EDGE OF CONCRETE PAD ANTENNA CABLE SUPPORT POST BASE PLATE. REFER TO S -1 FOR DETAILS 4" RIGID PVC CONDUIT, TYP. OF 4 SLOPE PAD SURFACE AT 2% TO PROVIDE POSITIVE DRAINAGE r erEEL TRouEL) C FMISII 1' -0" 1 " =1' -0" L POWER STUB -UP D 0 T FUTURE UMTS WCDMA (04511:7*) NOKIA ULTRASITE CABINET (S451bs) NOKIA ULTRASITE CABINET (8451ba) SITE SUPPORT (EXTRA TALK) CABINET (882112o) 1 1/2" 2 1 -10 "f 2 r L _ 41: 6" THICK CONCRETE SLAB PROVIDE 3/4" CHAMFER ALL AROUND, TYP. d) 4 - I n , T.O. GRANULAR ▪ • " A" MATERIAL 1 1/2" � 0 0 0 0 0 "5 CONTINUOUS, TYP. OF 2 or 1- 1/ "•1 -0" /11 6 " 4 11 a 4 11 13/16 "± 9 CONCRETE EQUIPMENT PAD L4YOUT L � r rt TELCO STUB -UP 8 e , 4 ` W 4 "a r 0 V-0" -O" 1/4" l'-0" •4 AT 12" EACHWAY OR 4x4 4/4 WIRE MESH NOTE TO CODE OFFICIAL, PAD 15 FOR EQUIPMENT ONLY (NO BUILDINGS) J70, 'O o'O, /^��' /''�'/ 4 fjO / °'0 ? O/ c... 40O 400,6 0 % C / /0 o/ t?oi (a 0/ 0 f - 0"0 0 0 0 0 o o_o °o °o °o °o °o °o 0 00000 00000000 0 0 0 0 0 0 0 0 n 0 n 0 n 0 n 0 0 /31 CONCETE EQUIPMENT PAD SECTION • I 6 MIL POLY STEEL TROWEL FINISH 6" CAD ROCK 1 13/16" REMOVE ORGANIC MATERIAL (12" MINIMUM) AND REPLACE WITH IS" LIFTS OF COMPACTED GRANULAR "" MATERIAL OR PIT RUN COMPACTED SOIL TO MIN. 95% STANDARD PROCTOR MAXIMUM DENSITY PER A6TM 01551 METHOD D 2'-4 I1/l6" '-10 11/16" PLINTH ANCWOR I -TOLE, TYP. o PLINTI-4 LAYOUT 0 i 2 i 1/1614 4 3/16? 0 10 5/16" j, EDGE OF CONCRETE SLAB vOICESTREAM EQUIPMENT PLINTH, TYP. PROVIDE SHIMS TO LEVEL FASTEN TO CONCRETE PER EQUIPMENT MANUFACTURER'S REQUIREMENTS vOICESTREAM EQUIPMENT PLINTH. PROVIDE SHIMS TO LEVEL CENTER LINE OF BOLTS N NOTES: 1, 1 1. REFER TO A - FOR ALL CONCRETE b EGIPICATION6. CAF C sASILX • RECEIVED CITY OF T KWILA SEP 1 5 2003 PERMIT COMM q 1 SUE5M I TTAL 5 S AUG I101033 REMOVED GIEI ERATOR 4 MAY 2b/03 CITY OF TUKWILA REVISIONS 3 APR 72 ISWIED FOR 15P. /COW. 2 APR 11/03 RELOCATED COMPOI 1 APR 04/03 I5S1,ED FOR OPJCON4T. 0 MAR 25/03 ISd1,ED FOR REVIEW SIMPSON FB26 FENCE BRACKETS, T'I'P. 2"x6" VERTICAL ON EACH SIDE OF GATES, TYP. , .•�i „ ∎ 4 1 • • • Ili : •10; ►r LATCH HEAVY DUTY HINCsES 2"x6" HORIZONTAL BEHIND AT MID HEIGHT 11"x$ " 1 CAI°, TYP. 1 "x6" KICKER T.O. GRANULAR "A" MATERIAL L_ O 0 �JlJL 0 :. c� . �• > �< r I . ]�0U0 0 1000 >01c`O O 0 0` ry '0 ) k\ f 0 („0 0 0 1<) K 01 � I I i I I I I L _J J FENCE SECTION 3/4"•1 "" 2 › 0 1 V x >ry Jy, Y o O O O 6' -6 3/4" Ake- 'Iihklit'ilh"iti44k ✓ O d 0 0 0 0 0 O O C o O O • , • . �►r I�' � . , ._ . � �► • �" ''" • A � •. b o G 0 0 0 0 0 0 0 0 0 0 , o o .:_ - a l.�1 �- -,;- ..,, ..•. , ••�• •:.,.�• 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 l0 0 0 0 0 :'�• . � +� � � ' "" •:.� �� 0 0 0 0 O 0 0 0 0 0 0 0 0 l 0 1 0 0 0 0 0 0 4 : ♦ : -- ' �� ,i� � 'I►• �' �� -' - *' �� • �•� .� •• �� •� '► • O O o O O O O O G G O U O O O O 10 10 (D O O O O O O O o • • � *' _ •• . �►.� •� �� �" � �,n q� 0 0 0 0 0 0 0 0 0 0 0, o f 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -1• � :0:0;019/ - •.a!Iw.��I' �'I �'I,��,"r► • �. ��. 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WASHED CRUSHED STONE T.O. GRANULAR "A” MATERIAL CONCRETE APIA :*v* :ilk A:•fri mgr. -0 -0 -• FOOTING DETAIL // 3/4 " "•1" -0" 0 EAST FENCE ELEVATION 3/4"81`-0" O 1 2 • • • 1' -2 " MIN. • • 2'"xb "" • • • 2 2 "x10", TYP. SECTION 1-1/2"21 0 6" 1 1!!!!!!Lm...J 6"X6" POST, TYP. 7- 6"x6" P.T. POST 20' -0" 6' -6 3/4" L J 'v\ /\ / \ \/ ,,4 • • I L__J SIMPSON HUC 210 -3 JOIST HANGERS, TYP. ' o ► 0 0 0 0 0 0 0 0 L__J L , \r, /y._ /,�.; i ` �,; 0 o O o 0 o O 0 0�o0 0 \ / / \ \ / \ \ / \i/ \\ /f�f'` \,( \ ),,✓ ' II q ° o (-) o o ° o ° o / \\r te • \ \ j � \ j \j \ /� %\ \ \� � 1 * ;� \ \ / \ i f i n J 0 "5 REBAR x 36" LG,, 2 F'ER TIMBER VA 3/4" • 1'-0" 2 t!!!!!!1......1 10-5 1/2" 2"x6" HORIZONTAL ON TOP CF HEADER (3) 2 "x10" HEADER 2"x2" 2"x6" 2 "x4" 1 "x6" SECTION 1 "s 1 -0 0 0 0 0 O _ O _ o 0O_O__0_0_O :0 :0_ ;' <PROVIDE 4 "x6" P.T. TIMBER BETWEEN GATE POSTS TO RETAIN WASHED CRUSHED C ' ) O o ' `'STONE IN COMPOUND . T.O. TIMBER SHALL '. C?- ° °' BE PLACED 4" ABOVE GRANULAR "A " 1 /, ;,:, , MATERIAL. OU TSIDE , RAMP X � /j j ; GRANULAR "A" MATERIAL TO TOP OF II TIMBER AT 6:1 SLOPE TO MINIMIZE 11 TRIPPING HAZARD 11 GATE ELEVIATION NOTES: I, CONTRACTOR TO CONTACT ALL UTILITIES FOR LOCATION OF ALL UNDERGROUND SERVICES PRIOR TO CONSTRUCTION. T. REFER TO A-2 FOR ALL C01dCllETE SPECIFICATIONS. 3. ALL FENCING MATERIAL SHALL DE AS Fd.LCWS: - NO. 1 CEDAR FOR: 1 " x 6N, x 6 N , 2" x 4 " 2" x 2" - NO. 1 DIEM -FIR P.T. FOR: 6 " x 6" POST, 2" x 10 " 4. ALL NAILS AND HARDWARE TO BE GALVANIZED OR ALUMINUM. 5. COLOR OF STAIN FOR FENCING MUST BE APPROVED BY THE CONSTRUCTION MANAGER AND BLEND WITH EXISTING LANDSCAPE OR ADJOINING BUILDINGS. SIMPSON TP31 TIE PLATE OVERLAP 2"x4" BY 1 1/2" ON ALL 3 SIDES 2"x4" 2 "x6" 2 "X2" 2 __J 2 "x6" HORIZONTAL ON TOP AND BOTTOM OF GATE - C .D1 O O o O 1. � 217^ • 4vJ \ .. r 0 0 0 0I 0 i i. \/' • MLA , SE P ►1 5 2003 1 qMT MIER • L__J I, 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 E NGINEERING '201 - 116138 - 66T$4 AVE SURREY, BC V35 1X1, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -6431 TOLL FREE: 1- 811- 345 -4045 EMAIL: mail•tr cang.COm WEB: www.trkeng.GOm 'PROJECT NCX 0315 -011 i DRAWN dY: LC. i c14ECJMCED 15Y: FM 1 CAP FILE: 0315 -01153 i Ade SEAL N[.4 N M s, '7, i, ; AUG 1 8 2003 THE I *FORMATION CONTAINED IN THIS SET OF DOCUMENTS 15 PROPRIETARY r BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY PROHIBITED. / 51 144T4 4 1-5/ QWEST 14404 51ST AVE S TUKWILA, WA i (SE35614 ) • SE#ET TITLE WOOD FENCE DETAILS b1#ET ?ARISEN S -3 "'"•"w... S tlit n • SUBMITTALS • SEP 1173/03 REVISED PER PUBLIC WG7RK 5 AUG E/03 MEMOVED GENERATOR 4 MAY 28/C3 CITY OF TUKWILA REVISIONS 3 APR 22/03 ISSUED FOR SP. /GONST. 2 APR 11103 RELOCATED COMPOUND 1 APR 04/03 ISSUED FOR I5P/CONST. e MAR 25/03 Ie 1ED FOR REVIEW I I I I I I I 3 -•3/0 TI-11-IN IN 2" RIGID PVC CONDUIT DIRECT BURIED EDGE OF ASPHALT EXISTING PROPERTY LINE, TYP. BORE UNDER ROAD WITH CONDUIT. OPEN CUTS NOT ALLOWED BORE UNDER ROAD WITH CONDUIT. OPEN CUTS NOT ALLOWED EXISTING RIGHT -OF -WAY . VJ 60' -0:: 1601211‘.14 1= SRS w D (r(.NDe e, Pk)03- OC13 EXISTING UTILITY POLE (ID. • 14405) C/W TRANSFORMER CONTRACTOR TO MAKE ALL NECESSARY ARRANGEMENTS AND PROVIDE ALL REQUIRED LABOR AND MATERIALS INCLUDING BUT NOT LIMITED TO POLE RISER WEATHERHEAD, ETC., TO OBTAIN A 200A, 120/240V, 1PN, 3W SERVICE •+o -- 4. :D EDGE OF ASPHALT e 0 0 0 II - M..* ..1111Ww. /111/01.. N't+111110110 11114h. 111131... - 3 -•3/0 THHN IN 2" RIGID PVC CONDUIT DIRECT BURIED 2" RIGID PVC CONDUIT C/W PULLROPE DIRECT BURIED (TELCO) w� 615 �I1 1/8"91'.0" 0 2 44 10 TERMINATE CONDUIT A6 PER TELCO PROVIDER'S REQUIREMENTS DIRECT BURIED ANTENNA CABLE CONDUITS EXISTING: MAIL BOX L _ EXISTING PROPERTY LINE, TYP. EXISTING OM TELEPHONE LINE ELECTRICAL SITE PLAN 8 VIEW. lion.. EXISTING BUILDING 14404 51ST AVE S 0 \ EXISTING SETBACK LINE, TYP. \ 0 N I N REFER TO E-2 FOR COMPOUND ELECTRICAL LAYOUT N �5 N -- - --- 1466'45'5 -- - ----- -- ____ -- ,� -- 94.01' T A - IFI ATI N I. ALL ELECTRICAL WORK •WALL BE COMPLETED IN ACCORDANCE WITH TWE LATEST EDITION OP TWE NATIONAL ELECTRICAL CODE. 2. COMPLY WITH THE LATEST EDITION OF TWE UNPORM BUILDING CODE, THE REQUIREMENTS OF ALL APPLICABLE MUNICIPAL AND STATE CODES AND REC>rULATION6, AND UTILITY GUIDELINES. 3. PERFORM ALL VERIFICATION, OBSERVATIONS, TESTING AND EXAMINATION OF WORK PRIOR TO TWE ORDERING OF ELECTRICAL EQUIPMENT AND TWE ACTUAL CONSTRUCTION. ISSUE A WRITTEN NOTICE OF ALL FINDINC16 TO TWE CONSTRUCTION MANAGER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES. 4. UNDERGROUND CONDUIT &WALL BE RIGID POLYVINYL CHLORIDE CONDUIT: SCHEDULE 40, TYPE I, CONFORMING TO UL ARTICLE 651: WESTERN PLASTICS OR CARBON MANUFACTURER COUPLINGS SHALL BE SLIP -ON, SOLVENT SEALED T PIPE: SOLVENT, WESTERN TYPE COMPATIBLE WITH PVC DUCT, ALL BENDS SHALL BE 30" MINIMUM RADIUS. 5. ALL WIRING SHALL BE STRANDED COPPER WITH MINIMUM 600V INSULATION (UNLESS OTHERWISE NOTED). 6. NEUTRAL SHALL BE COLOR CODED, INSULATION SHALL BE CROSS - LINKED POLYETHYLENE. 1. CONTRACTOR TO CONTACT ALL UTILITIES FOR LOCATION OF UNDERGROUND SERVICES. SERVICE LOCATIONS TO BE CONFIRIMED PRIOR TO CONSTRUCTION. a THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING, FILING, AND FEES N CONJUNCTION WITH THE PROJECT. TI-*E CONTRACTOR SHALL SCHEDULE ALL NECESSARY INSPECTIONS WITH THE PROPER AUTHORITIES AND INFORM vOICESTREAM 24- HOURS N ADVANCE. ALL TICKETS AND INSPECTION VERIFICATIONS WILL BE SUBMITTED TO THE OI NER'S REPRESENTATIVE WITHIN 24 -1-1OURS AFTER THE INSPECTION WAS TAKEN PLACE. 10. ALL EQUIPMENT, WIRING, AND MATERIALS MUST HAVE A UL LABEL. 11. ALL WORK SMALL BE DONE BY QUALIFIED AND EXPERIENCED JOURNEYMEN AND PERFORMED IN A WORKMANLIKE MANNER AND SHALL PROCEED IN AN ORDERLY MANNER SO AS NOT TO HOLD UP THE PROGRESS OF TWE PROJECT. 12. THOROUGHLY TEST ALL LINES, FEEDERS, EQUIPMENT, AND DEVICES WITH MAXIMUM LOADS TO ASSURE PROPER OPERATION. 13. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT SPLICES. 14. PROVIDE PULL BOXES WHERE SHOWN AND /OR WHERE REQUIRED BY CODES AND /OR UTILITY COMPANIES. 15. ALL CONDUIT ROUGH IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS. CONTRACTOR SI -IALL VERIFY ALL LOCATIONS. 16. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES, J- BOXES, EQUIPMENT BOXES, AND CABINETS WITH APPROVED PLASTIC T465. 11. ALL BREAKERS N PANEL BOXES SHALL SE IDENTIFIED WITI -1 TYPE WRITTEN LABELS NEATLY PLACED ALONG* SIDE OF THE BREAKER. D o» lam PUBIC WQK NOTES: I. AT LEAST ONE WEEK BEFORE DE3IMIIN0 GONOTRIJCTIpN, CONTACT PUBLIC WORKS UTILITIES INSPECTOR AND OCNtpULE 4 rllECpNbTR1JGtION FIQETING. 2. NOTIFY THE UTILITIES INSPECTOR AT 206- 433 -0111 AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK 3. !REQUEST A PUBLIC WORK'S UTILITY INSPECTION AT LEAST 24 WORKS IN ADVANCE BY GALLING 206- 433 -0119. 4. TINE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATION. 5. TWE CONTRACTOR !WALL WAVE TWE PElI1IT( S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT TWE JOB SITE. 6. ALL WORK SHALL CONFORM TO THESE APPIROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PRE - APPROVAL FROM THE OUUNER, TWE ENGINEER AND TWE CITY OF TUKWILA. 1. ALL METWODS AND MATERIALS SHALL MEET CITY OF TUKWILA INFRASTR!<,ICTURE DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY TWE PUBLIC WORKS DIRECTOR S. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON -SITE. 9. CONTRACTOR SI4ALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FNAL APPROVAL. 10. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. ALL SURVEYING FOR PUBLIC WORKS FACILITIES SMALL BE DONE UNDER TWE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR VERTICAL DATUM SHALL BE NAND 1968 HORIZONTAL DATUM SHALL BE MAD 83/91. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, TWE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. 12. THE CONTRACTOR SHALL REPLACE, OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. UTILITY NOTES: I. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE BFIORMG LAWS FOR TRENCHES. ALL. TRENCH SAFETY SYSTEMS SHALL MEET WISHA REGXJIB. 2. PLACE POWER, CABLE, FIBER OPTICS, AND TELEPHONE LINES IN A TRENCH WITH A 5' MINIMUM WORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. woj( IN RIGf-TOF-W4Y : I. WaEN ACTIVITY IS UNATTENDED, INSTALL A SIGN WITH MMIMIJN TWO-MGH LETTERS STATING PER!`117TEE OR COMPANY NAME, AND DAY AND EvENMG PHONE NUMBERS. 1MG 11.06.140. 2. INSTALL BARRICADES, SIGNS, WARNNG LIGHTS, AND SAFETY DEVICES SUFFICIENT TO NOTIFY PUBLIC OF OBSTRUCTION OR TRAFFIC HAZARD. DEVICES MUST REMAIN UNTIL THE OBSTRUCTION 15 CLEARED AND THE RIGHT -OF -WAY IS RESTORED. TMC 11.08.110.A. 3. MAINTAN ACCESS TO FIRE STATIONS, FIRE HYDRANTS, FIRE ESCAPES, AND FIRE FIGHTNG EQUIPMENT. TMC 11.08.150. 4. MAINTAN ACCESS TO PROPERTY ADJOINING EXCAVATION OR 3ITE WORK 5. PRESERVE AND PROTECT ALL PROPERTY ADJOINING EXCAVATION OR SITE WORK. 6. RESTORE DISTURBANCE TO PRIVATE AND PUBLIC PROPERTY. TMC 11.08220.D. 1. DISTURBANCE OF SURVEY MONUMENTS AND MARKERS REQUIRES TWE DIRECTOR'S PR.EAPPROVAL. A LICENSED SURVEYOR SHALL REPLACE DISTURBED MONUMENTS AND MARKERS. 8. COMPLY WITH ALL STATE AND CITY LAWS AND PROCEDURES TO PROTECT PUBLIC FROM AIR, WATER AND NOISE POLLUTION. TMC 11.08210. 9. INSTALL TEMPORARY SIDEWALK OR CURB RAMP IF PERMANENT IS BLOCKED. TMC 11 .08210. 10. COVER OPEN EXCAVATION WITH NON -SKID STEEL PLATES RAMPED TO ELEVATION OF CONTIGUOUS RIGHT -OF -WAY SURFACE. TMC 11.08220. 11. STORE ALL STOCKPILE MATERIAL SHALL BE STORED IN A SAFE MANNER TO PROTECT THE PUBLIC. LOCATIONS SHOUT FOR EXISTING UTILITIES ARE APPROXIMATE. PRIOR TO STARTING CONSTRUCTION CONTACT ONE-CALL (1 -800 -424 -5555) FOR UTILITY LOCATIONS. RECEIVED CITY OF Tv WM: A SEP 1 5 2003 PERMIT CENTEF SE PARATE PERMIT AND APPROVAL 1 "DI SIRED 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 EN(31NEERING •201 - 11688 - 66TH AVE SURREY, BC V35 1X1, CANADA TEL: (604) 514 -6432 FAX: (604) 514 - 6431 TOLL FREE: 1 -811- 345 -4045 EMAIL: 11to I I+trkrng.cvm WEB: wuirarksn9 oM !PROJECT NO: 0315 -011 i 'DRAWN BY: L.C. i CNEGKED BY: Ca. i I 1_•Q CAD FILE: 0315 -01E1 i THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN TWAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY PROHIBITED. SITE 144TH I 1-5/ QUEST 14404 515T AVE 5 TUKWILA, WA 98168 (SE35f'1A) SET TITLE ELECTRICAL SITE PLAN SWEET M.R"10ER E -1 V . rr w+.....+ r..... ......Ar.r+...w.w man wr.sw••∎•∎∎ •w11111wis • • ...,w•+sw....-ww.. •..-r.•wr..... ./. . 5U5MITT4L5 , 5 - MAY AUG 15/03 REMOVED GENERATOR 4 28433 CITY CP TLKIIALA IllavIbION6: 3 APR 22403 1861.1ED FOR 13P. /CON6T. 2 APR 11/03 RELOCATED COMPOUND 1 APR 04/C3 ISSUE P./CONST. ID / MAR 25/®3 .... ISSUED FOR REVIEW ..„..........••••••••••••••••••••••••••eumullwrogomikomq... REFER TO E-1 FOR CONTINUATION PPIROVIDE METER BASE AND ARRANGE FOR SUPPLY AUTHORITY TO PROVIDE SERVICE METER 3-•3/0 T1444N IN 2" RIGID PVC CONDUIT DIRECT BURIED ___ C ____ \ CONDUIT CAU 2-CAT I" RIGID PVC 5 DIRECT BURIED 2" RIGID PVC CONDUIT C/W PULLROPE DIRECT BURIED (TELCO) ■ III III II Ill M II 1111111 Bli NE BB BB Bil ag ,,,,r, De 11 13. II 111111........1111.mommamemealKIMIIVIMIM INIRINIMIMandilININNIIMINEmminimusi ini____.........m.m......111111111■11■1111MIMMINIMIIIMIAIMM. 111611W111116. WO" maill AMMO •■■•• ••••• 0 1/2"•1'-0" 2 3 1 51 4 0 oo ogoo ) • °0g 0 g 0 TRENCH SECTION 3/4"•1 • 2 ....•••••••••••••••••11•■••••••• ••••••••••••••■•••••••••1111•••••••• ••••■•• ••••••••••••• • NI • • • • • • APO; wilt; all; aoll a W. ils.:411 ye: 411 APO 1ikA1 ok:111 viola A& 0 0 • • , 1' - os 0 . . s .` 00 0 0 0 0 0 0 0 ° 4 ? ) 0 0 3- THe-N PLUS .10 GROUND IN 1" RIGID PVC CONDUIT DIRECT BURIED COMPOUND ELECTRICAL LAYOUT • T.O. GRANULAR "A" MATERIAL. NONVEHICULAR AREAS: BACKFILL WITH CLEAN NATIVE BACKFILL AND COMPACT TO SO% MAXIMUM DRY DENSITY. VEHICULAR AREAS: BACKFILL WITH GRANULAR 'A' AND COMPACT TO 95% MDD WARIVING TAPE BRICK SAND I" RIGID PVC CONDUIT C/W 2-CAT 5 3-% TO4.1144 PLUS '10 GROUND IN I" RIGID PVC CONDUIT ••••••••■••••••••••••••••••110, • RECEmio rtmr o n ofmta SEP 1 5 2003 Capd Tak c ' r PARATE AND , ''' D ROVAL 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL. WA 98011 PHONE (425) 378-4000 dir 4 IENGINEERING •201 - n68e - 6611• AVE SURREY, BC V35 •X1, CANADA TEL: (604) 514-6432 FAX: (604) 5141-6431 TOLL FREE: 1.411-345-4045 EMAIL: ma I ■Krkariezom WE: www_trkeng.cemn 'PROJECT NO: 0315-011 DRAW sT, LC I CNEOcED BY: CB. I CAD FILE 0315-01E2 1 TIME IIWORMATION CONTAINED N T1415 SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN TWAT WWICW RELATES TO THE CLIENT NAMED IS STRICTLY PROHIBITED. SITE 144TI-1 OLUE5T 14404 515T AVE 5 TUKUJILA, WA 98164 (SE3561A) SWEET TITLE COMPOUND ELECTRICAL LAYOUT • I 19441EET MIJME1ER E-2 5USMITTAL5 s AUG M.! iO3 REMOVED GENERATOR 4 MAY 26/03 CITY CP TLKWILA }IE VISICNV* 3 APR 22/103 memo FOR B.P. /CGN*T. 2 APR 11103 RELOCATED CalPOUND 1 APR 04103 1861rED FOR 13PICON6T. 0 / I MAR 25103 1861 ED FOR REVIEW • 2- TI-114-IN PLUS 0 12 GROUND IN 3/4" RMC 3 - TH1-IN PLUS 1 6 GROUND IN 2" RMC PROVIDE 200A, 1PH METER !BASE AND ARRANGE FOR SUPPLY AUTHORITY TO PROVIDE SERVICE METER TELCO DEMARC: I8" x 24" X 10" HOFFMAN SOX 1" RIGID PVC CONDUIT C/W 2-CAT 5 TO WS EQUIPMENT 2" RIGID PVC CONDUIT C/W PULLROPE (TELCO) 3 - TI-11-IN IN 2" RIGID PVC CONDUIT CADWELD, TYP. PVC SLEEVE, TYP. oRon 0 a 0 ) `v k , > X > X y O o 7 0 0 00 0000° 000000 0 ) O 0 0 0 0000 0 0 0 ° 0 �O 0a0 00000 ) 0 000 0 .,0 0_00 r., o O" :o. k g � o��o d4o ° o o ° o ° o ° o o 0 0 0 0 00 ° o_ oo ° o ° o ° o oo,�o N.T.S. LLEATWERPROOF LIGHT, TYP. LLEATHERPROC.7F JUNCTION BOX 0 �0 0 OAT O O O O O °°°°°° 0000000 O ° O ° O ° O ° O ° 0 ° o 0 0 0 0 0 0 H -FRAME ELEVATION �yyawwr- #� ‘ M rMaranyw.,rra n q40 ' AIrFM/M.n..�.rrr.,., • TRANSIENT VOLTAGE SURGE SUPPRESSOR (SUPPLIED BY VOICESTREAM WIRELESS, INSTALLED BY CONTRACTOR) T3D. UATHERPROOF LIGHT SWITCH 3 -'12 THHN PLUS '12 GROUND IN 3/4" RMC GFI DUPLEX RECEPTACLE PANELBOARD 3 - THHN PLUS 1 46 GROUND IN 2" WIC CIENERATOR RECEPTACLE 3 - TI-11-IN PLUS 'I0 GROUND IN 1" RIGID PVC CONDUIT TO STS EQUIPMENT '2 SOLID BARE TINNED COPPER IN 3/4" RIGID PVC CONDUIT TO GROUND RING 41 2 SOLID BARE TINNED COPPER, TYP. O \-1 0 ° lu .1► 41•4■ /' A, IP 0 ° 0 0 0 0 0 0 ° ° ° o ° o ° 0 0 0 0 2 TW GREEN SERVICE ENTRANCE GROUND IN 3/4" RIGID PVC CONDUIT TO GROUND ROD O • O • O 6„ O O 0 0 0 0 0 0 0 0 00 ° 0 ° 0 o ° ° Qo O ° O ° o ° o ° o ° O ° ( ° � n° 000 o o o o o ° ° ° o ° 0 ° ° ° 0 ° 0 ° 0 ° 0 ° ° ° 0 ° 0 ° 0 ° 0 ° 0 ° ( n 0 0 0 ° 0 0 0 0 0 0 0 0 0% 0 0% 0 0 0 0 0 0 ° 0 ° 0 0 0 ( n O,�O�,,O o o O O O O O O O O n 0°0 ° 0 0 0 0 0 0 ( n n_p • 410 0ct.:341. 4, o c62 ; : ir .4 .... ,..1 OPT* 9 1 0 °0°00000 °0 °0 °0°0 °O °00`0 4 :11•41i. , 4"..4. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _0,.0,0 0 0 0 0 0 0 0 0 0 0 °O ^ ° ° ° ° ° ° ° ° 3-406 THI-t4 PLUS '1t2� �sRf�7URlf,� IN 1" RIGID PVC CONDUIT p o�• 1'569 11 13/16" —01.1 4. 11 . 1 1iA4 • 0 0 0 0 :00 0 0 0 o qo 0 ° o ° o ° o °q o o ° o ° o 0 c o o 0 0 0 o d o 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 o d o 0 0 o a 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 O O O A o 0 0 a , g o o 0 ° EQUIPMENT ELEvATION N.T.S. VOICESTREAM EQUIPMENT CABINET 3 -*6 TI -II-IN PLUS '10 GAD IN 1" LIQUIDTIGHT FLEXIBLE METAL CONDUIT 1" LIQUIDTIGHT FLEXIBLE METAL CONDUIT C/W 2-CAT 5 TRANSITION FROM RIGID PVC CONDUIT TO LIQUIDTIGHT FLEXIBLE METAL CONDUIT, TYP. I" RIGID PVC CONDUIT r C/W2 -CAT5 SEPARATE PERMIT AND APPROVAL RFOUIRED Remmio r'rTy Ti J(WT1A S E P 1 5 2003 PERMIT C'eNTep I. Varceawn 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -1000 4 ENGINEERING •20I - 11686 - 66T14 AVE SURREY, BC V35 1X1, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -6431 TOLL FREE: 1 -611•345 -4045 EMAIL: maill+trlcar „ .aom WEB: wuutrkengrcoIf PROJECT ECT NO: 031► -011 i !DRAM BY: L.C. i COCKED BY: C. i GAD FILE C315-011E3 THE IPFORMATION CONTAINED IN THIS SET OF DOCUMENTS 15 PROPRIETARY PSY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY PROW 'SITED. 61TE 144T4 I I-5/ QU EST 14404 51ST AYE S TUKWILA, WA 98168 (SE3561A) SHEET TITLE ELECTRICAL DETAILS I bNEET NUMBER E -3 • 5U5M I TTAL 5 S AUG It0/03 REMOVED GENERATOIR 4 MAY 20/03 CITY OF TUKWILA REVISIONS 3 APR 27/03 ISSUED FOR BP. 'COW. 2 APR 1UO3 RELOCATED COMPCUND 1 APR 04/03 ISSUED FOR dPJCGNIST. 0 MAR 2S/03 ISSUED FOR REVIEW NAMEPLATE SCHEDULE VOICESTREAM WIRELESS MOUNT ON METER BASTE 4 " PROPERTY OF VOICESTREAM WIRELESS 200A PALL 120/240V, IPN, 3W MOUNT ON PANELDOARD Q" VOICESTREAM WIRELESS SE3561A MOUNT ON CITY TALK CABINET S" it NOTE: ALL NAMEPLATES TO BE 1/8" THICK LAMACOID, BLACK FACE, WHITE CORE, FASTEN WITH APPROVED ADI- IESIVE. EQUIPMENT SPECIFICATION 1. PANELBOARD TO BE EYLANDER PART 0 WMT8- 200 -32 -GE -200 OR APPROVED EQUAL. APPROVED MANUFACTURERS: FPL, SIEMENS, SQUARE -D, CUTLER- HAMMER 2. LIGHT FIXTURES TO SE COOPER QZWEDGE CATALOG NO QZ5L C/W 500W QUARTZ LAMP AND MOUNTING ACCESSORIES. 3. GENERATOR RECEPTACLE TO BE APPLETON 4J420034- 200 -RS OR APPROVED EQUAL PANEL SCHEDULE CIRCUIT DESCRIPTION BT5 A 60A 20A ---0 • • 20A 0--- ---0 T.B.D. SURGE SUPPRESSER I � CIRCUIT DESCRI PT ION SPARE SPARE RECEPTACLE L 'GI-ITS Ir 0 PROVIDE 200A, 240V, 1P14, 3W METER BASE AND ARRANGE FOR SUPPLY AUTHORITY TO PROVIDE SERVICE METER 3 -.3/0 TNHN PLUS *16 GROUND IN 2" R IC TRANSITION TO BELOW GRADE 3 - THNN PLUS '10 GROUND IN 1" RIGID PVC CONDUIT TRANSITION TO ABOVE GRADE 3-*6 THHN PLUS '10 GROUND IN 1" LIQUIDTIGHT FLEXIBLE METAL CONDUIT POWER CABINET TRANSIENT VOLTAGE SURGE SUPPRESS (SUPPLIED BY VOICESTREAM WIRELESS, INSTALLED BY CONTRACTOR) PANELBOARD '? TW GREEN SERVICE ENTRANCE GROUND IN 3/4" RIGID PVC CONDUIT GROUND ROD EXISTING WOOD UTILITY POLE P O ce 2004 • MOP OMR 0•110 2004 MECHANIC.AL INTERLOCK SINCLE LINE DIAGRAM SERVICE CONDUCTORS BY SUPPLY AUTHORITY CONTRACTOR TO MAKE ALL NECESSARY ARRANGEMENTS AND PROVIDE ALL REQUIRED LABOR AND MATERIALS INCLUDING BUT NOT LIMITED TO POLE RISER, WEATHERHEAD, ETC., TO OBTAIN A 200A, 120/240V, 1PH, 3W SERVICE FROM SUPPLY AUTHORITY TRANSITION TO BELOW GRADE 3 -"3/0 TI -II-IN IN 2" RIGID PVC CONDUIT DIRECT BURIED TRANSITION TO ABOVE GRADE 200A, 120/240V, 1P14, 3W PANELBOARD C/W 2 -2004 MECHANICALLY INTERLOCKING MAIN BREAKERS 3 -3/0 THHN PLUS 1 16 GROUND IN 2" WIC GENERATOR RECEPTACLE 3 -*12 TII-IN PLUS 6 12 GROUND N 3/4" WC WEATHERPROOF GFI DUPLEX RECEPTACLE WEATHERPROOF T LIGHT SWITCH WEATHERPROOF (TYP.) \ 2 -•12 TI-14-IN PLUS '12 GROUND IN 3/4" RMC NOTE: ELECTRICAL SERVICING ARRANGEMENT I5 PROPOSED ONLY. VERIFY SUPPLY AUTHORITY REQUIREMENTS PRIOR TO CONSTRUCTION 2-•I2 THI -Ill PLUS '12 GROUND IN 3/4" Rl"IC RECEIVSD MTV Ti IIKVIRIA SEP 1 5 2003 PS NAT COMM SEPARATE 0ERMIT AND APPROVAL REQUIRED I i 14mce., 7pin 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 Tr l31NEERING 420I - 1'1656 - 66TH AVE SURREY, BC V35 1X1, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -6431 TOLL FREE: 1- 811- 345 -4045 EMAIL: matiatrkrrig.c m WEB: www.triceng.com [PROJECT NO: ®3"13► -5311 i ORAIUN BY: LC. i CHECKED aY: CS. i GAD FILE: OM- 01 E4 THE I FOR"1ATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN TWAT {UFIICH RELATES TO THE CLIENT NAMED IS STRICTLY PiROWIBITED. SITE 144TH 4 1-5/ QWEST 14404 5IST AVE 5 TUKWILA, WA 98168 (5E3561A) SFIEET TITLE ELECTRICAL DETAILS II SWEET mimeo E -4 r a SUBMITTALS S AUG Fb/03 REMOVED GENERATOR 4 MAY 28/03 _ CITY OF TIJ LJILA REV115I0N9 3 4 APR 22/03 ISSUED FOR BP. /COMMT. 2 APR 11/03 RELOCATED COMPOUND 1 APR 04/03 Ibd1JED FOR BPJCONST. D - MAR 2S/C3 ISeLED FOR REVIEW 1 °2 SOLID BARE TINNED COPPER DIRECT BURIED, ROUTED WITH ANTENNA CABLE CONDUITS. REFER TO A -4 FOR DETAILS •2 SOLID BARE TINNED COPPER GROUND RING BURIED AT 30" BELOW GRADE '2 SOLID BARE TINNED COPPER TO ANTENNA CABLE SUPPORT POST GROUND ROD WITH INSPECTION PORT, TYP. OF 2 '2 SOLID BARE TINNED COPPER TO MASTER GROUND BAR, TYP. OF 2 MOUNT MASTER GROUND BAR TO ANTENNA CABLE SUPPORT POST 1 - - • 3/4 ".1 -O" 0 1F' 1 2 I I` J ■ i rr/ r 4 7 SOLID BARE TINNED COPIER TO W -FRAME POST, TYP. OP 2 COMFOUN COUNINC LAYOUT I I I I I r1 TUJ GREEN SERVICE ENTRANCE GROUND IN 3/4" RIGID PVC CONDUIT 0 2 SOLID BARE TINED COPPER IN 3/4" RIGID PVC CONDUIT TO vOICESTREAM TELCO BOX 3/4 " :1 -O" 0 5. 1. Gr*OUNDING SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. 2. MINIMUM BENDING RADIUS FOR GROUND CONDUCTOR 16 S". 3. NO SPLICES PERMITTED IN GROUND CONDUCTORS. 4. INTERCONNECT ANTENNA GROUND LUG TO ''2 SOLID BARE TINNED COPPER (IF APPLICABLE ). ALL GROUNDING CONNECTORS TO BE CLEAN AND FREE OF PANT AT THEIR MATING SURFACES AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. USE PENETROX OR EQUIVALENT ANTIOXIDANT GREASE b. ALL GROUND BAR CONNECTIONS ARE TO BE 2 HOLE LUG COMPRESSION TYPE. STAGGED CONNECTIONS ARE NOT ACCEPTABLE. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BAR WILL BE PERMITTED. 1. ENSURE ALL MECHANICAL CONNECTORS ARE TORQUED TO THE MANUFACTURER'S SPECIFIED VALUES. 8. MULTIPLE BONDS ON GROUND RODS TO BE SEPARATED BY AT LEAST 6 ". 9. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED A RESISTANCE OF 5 OHMS TO EARTH. 10. GROUND WIRES SHALL NOT SE INSTALLED THROUGH HOLES IN ANY METAL OBJECTS OR SUPPORTS TO PRECLUDE ESTABLISHING A "CHOKE" POINT. 11. FERROUS METAL CLIPS WHICH COMPLETELY SURROUND THE GROUND WIRE SHALL NOT BE USED. METAL CLIPS THAT DO NOT COMPLETELY SURROUND THE GROUND WIRE OR PLASTIC CLIPS ARE ACCEPTABLE. 12. GROUND BARS SHALL NOT BE FIELD MODIFIED. 13. ALL HORIZONTAL FENCE SECTIONS TO BE GROUNDED WITH 8" SINGLE BARREL GROUND STRAPS. 14. GROUND RING BURIAL DEPTH SHALL BE 30 ". 15. A CERTIFIED CONTRACTOR WILL MAKE ALL MEASUREMENTS REQUIRED TO TEST THE GROUNDING SYSTEM, USING A MEGGER OR EQUIVALENT. THE ACCEPTABLE RESISTANCE MEAD FOR THE GROUNDING SYSTEM WILL NOT EXCEED 5 01-115 RESISTANCE. THREE DISTANCES SHALL BE USED: 1 AT 100 FEET, 1 AT 10 FEET, AND 1 AT 35 FEET. THESE DISTANCE ARE SUBJECT TO A SITE BY SITE BASIS. VOICESTREAM SHALL SE GIVEN 24 HOURS NOTICE, BEFORE TESTING IS TO BE DONE. THE COST ASSOCIATED WITH GROUND TESTING WILL BE AT THE EXPENSE OF THE CONTRACTOR. 2 Pa") l'i%7 NSW - IFI ATI N GROUND BAR MOUNTED TO WOOD UTILITY POLE AT BOTTOM OF VERTICAL ANTENNA CABLE RUN •2 SOLID BARE TINNED COPPER DIRECT BURIED, ROUTED WITH ANTENNA CABLE CONDUITS. REFER TO A -4 FOR DETAILS UTILITY POLE GROUNDING LAYOUT r1TN � A SEP 1 5 2003 muff G3NTER SEPARATE PERMIT AND APPROVAL Di 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -000 ENGINEERING '201 - rubes - 66TH AVE SURREY, BC V35 1X1, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -6431 TOLL FREE: 1- 811 345 -4045 EMAIL: sdI1itrlcarg.CeMn WEB: wwu trka n9 om !PROJECT NO: 0315 -On 1 !DRAWN DY: LC i CHECKED BY 1 CAD FILE: 0315 -011E5 i THE INFO RATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT IL1 -11CH RELATES TO THE CLIENT NAMED IS STRICTLY PROHI5ITED. AU5 4103 SITE 144T1-1 I 1-5/ QUJEST 14404 515T AVE 5 TUKUJI L A, UJA SS16 S (SE3561A) i SHEET TITLE COMPOUND GROUNDING LAYOUT S. SHEET 14.11 1DER E ~00 - .. •.Y.'...��•••..•�".'M •••.∎... • . •w.�... • • . 5UE3MITTAL5 AUG 0/03 REMOVED GENERATOR 4 MAY 28/03 CITY OF TUICWILA REVISION& ' 3 APR 22/03 ISSUED FOR BP. /COWL 2 APR IVIV3 RELOCATED COMPOUND 1 APR 04/03 &WED FOR BP./CONST. 0 MAR 25/03 memo FOR REVIEW cc)(-)T t4" /84'--.),( _ ?kL:1 ,'; _ 44(- - _ - : ( - 0063 -0_ s-,J3L&_ A \°,-(: e )n7,_...., ...._ _ _ -- „ „ - 7 - 7, - "sr - 7 - 7 77 7 ,. -- -7 v 7 -,- - 7* 7' 7 - - 7 - 7 - v - - ,-.7 - -----,,-,.. - A ,,, I < X ' I , • • • I • . s 0 I I Y , , Yr / ,,,, X X. Y < .. /g r r :1.1 • . • • Y •I 7 ). )( Y ' y . . ,' .. , • • ,X Y I l • • • ,), 4 ' Y X v ' ,Y I ( 1. / ). )• JK: ) , m • ,• X It • • • • ., • Ar , • ;•• )1( „ X /// / P „ ' Y V ' i . ' X ' ' X ^ r X X / X >X, ,:le X K X: X "' . ' ' x' ' • .0.' • , . / , , ,• • • , J. • ••• ,ti Re , ")./ ,..• , , ,,, / / r ' ' X • r ' • • . . n • . / x ' fr' ; ' ■ ' x 11 ' ' .>/:// ie ,' '. ' x . , ' ‘/ ' • • X ' )r • x • . ' > • 7 e, X` ZL2-,.-•,.. ,a'' ■ ( L.- ) / > /■ 11.. AIL 0 0 C) C) 0 75 - 0 0 0 0 0 0 (-) 0 0 0 0 0 0 (I) 0 0 C 0 0 0 0 0 0 0 0 0 0 0 C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C) 0 0 0 0 0 C) C 0 0 0 0 0 C) 0 0 0 () 0 0 0 0 0 0 0 00 0 0 0 0 C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 , 0 CADWELD o • o o 0 0 o 0 o 0 o0000000oo0oc 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0 0 0 0 0 0 0 0 0 0 0 0 0000000000o000 00000000000000c 0 0 0,0 ./.\\ \\\ /„/\//‘ v> ‘‘;'' \ \ \\,,\;\ 5/8" DIA. x 8 LONG COPPER CLAD STEEL GROUND ROD //, /* / \, WHITE MALE SCREW; COVER. INSTALL WITH TEFLON LUBRICANT 4" MAX. TO TOP OF TEST LOOP 0 0000 0 0 0 0 0 0 0 -) 0 0 0 0 0 - 00000 -` 0 0 0 0 r 0 0 0 0 0 0 0 4 000( 0 0 0 - 0 (-) •2 SOLID BARE TINNED COPPER CADWELD N.T.S. T.O. GRANULAR "A" MATERIAL ; < / \ < ,\\\ <:\ \\ \\,/, ' / ;\ // GfROUND ROE)/ GROUND IN DETAIL N.T.S. gdogai:::roaogniss=10•: :acte.1 a e:Az : ;11114:11IPA .r )c, •2 SOLID BARE TIMED COPPER GROUND RING 7 WHITE PVC COLLAR T.O. CsRANULAR "A" MATERIAL l:' :' :416:1": Ur4)OCIQOCII3a3iLo 4114. Allii4 &ADZ -o- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ( 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 n 0,12" DIA. x 42" PVC UJITH FEMALE 0 0 0 ADAPTER AND SCREW ON CAP o o o o oo 000 o - o o o o 0 n 0 0 0 0 0 r 0 0 0 0 0 " 0 0 0 0 0 0 0 0 . .....•••••••••••••■•••••••.. Y Y 4 7 SOLID BARE TINNED COPPER GROUND RING 1" WIDE SLOT, TYP. EACH SIDE. EXTEND 2" ABOVE GROUND RING 5/8" PIA. x 8 LONG COPPER CLAD STEEL GfROUND ROD GROUND ROD WITH INSPECTION PORT • SOLID DAM TINNED COPPER TO GROUND ROD GROUND IBAIR DETAIL • GROUND TAILS, TYP. PROVIDE REMOVABLE SECTION OF PVC CONDUITS SLIT DOWN MIDDLE AND BANDED BACK TOGETHER TO ALLOW FOR THE INSTALLATION OF GROUND KITS GROUND BAR MOUNTED TO WOOD UTILITY POLE AT !BOTTOM OF VERTICAL RUN TW GREEN TO GROUND BAR MOUNTED TO WOOD UTILITY POLE DIRECTLY !BELOW ANTENNAS •2 SOLID BARE TINNED COPPER TO GROUND ROD 1 K <1/;, \ \ A • \ / \ / \ \ / / /\\/) /x))' \<,1 // //< //,\/<<\\ ';%,/ 1 •■•••••*•■•••••••■•••■••••••••••■•■•• WARDER GROUNDING IAR 8114418G OR APPROVED EQUAL • h r J L h r MINIM N. SI Pm • •••• No•••••••••••••••••••••••••••••••••MININNI.11•■••••••••••0 *2 TW GREEN TO GROUND BAR DIRECTLY BELOW ANTENNAS GROUND KIT, TYP. I I II ANTENNA CABLE, TYP. GROUND TAIL, TYP. 2 3/4 *2 SOLID BARE TINNED COPPER TO GROUND RING 0 1 2 GROUND TAILS, TYP. '2 SOLID BARE TINNED COPPER TO ANTENNA CABLE SUPPORT POST 0 2 SOLID BARE TINNED COPPER TO MASTER GROUND BAR CADWELD, TYP. '2 SOLID BARE TINNED COPPER GROUND RING GROUND ROD, TYP. GROUNDING ELEVATION } tO 0 0 N.T.S. 0 0 '2 SOLID BARE TINNED COPPER TO GROUND RING o ^ NAPIRGER GROUNDING BAR 4 t014$24 OR APPROVED EQUAL WIT14 140LE PATTERN AND STANDOPF INSULATORS AND MOUNTING BRACKETS AS 614OW4 0 0 0 0 0 0 o 0 GPO ANTENNA CABLE GROUND KIT TW GREEN TO ULTRASITE CABINET MASTER GROUND IBAIR DETAIL 11700 194" --------- MASTER GROUND BAR MOUNTED TO ANTENNA CABLE SUPPORT POST NEAR EQUIPMENT 1 , '2 TW GREEN TO ULTRASITE CABINET ANTENNA CABLE JUMPER, TYP. GROUND TAIL, TYP. GROUND KIT, TYP. 2-•2 SOLID BARE TINNED COPPER 2-2 SOLID BARE TINNED COPPER IN 3/4" RIGID PVC CONDUIT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ••■••••••••44.40 CAMEL'', TYP. V I'' 0 rI ' 6 -4 14 ' 0 0 0 0 0 0 L. 0 0 0 0 0 C -,0n0r10 0 0 0 0 ,s-' 0 0 0 0 0 0 0 0 0 C 0 0 r) 0 0 0 0 o C 000 0 C 0 0 0 0 0 C 0,.,0 0 0 C 0 0 0 '.., 0...0,0 --------- •••••••• • RECEMED CITY r rompLA SEP 1 5 2003 REMIT MOM SEPARATE PERMIT AND APPROVAL ' 19807 NORTH CREEK PARKWAY N SUITE 101 130THELL WA 98011 PHONE (425) 378-4000 4 1r1 54g ENGINEERING not - new - 66T14 AVE SUIRREY, BC Y35 1X1, CANADA TEL: (604) S14-6432 FAX: (604) 514 TOLL FREE: 1-811-345-4045 EMAIL: ma t I •triciing.COm WEB: www.trkarte.c.orn PaROJECT NO: 0315-011 DRAWN BY: LC, I CI4ECKED C. CAD FILE: 0315-vek, / THE INFORMATION CONTAINED IN 1141S SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY PROHIBITED. / 61 TE 144TI-4 4I 1-5/ QUEST 14404 515T AVE 5 TUKWILA, WA 3816 (5E3561A) 6I4EET TITLE GROUNDING DETAILS I 614E T NI/1191R E-6 SUBMITTALS S AUG 155/03 REMOVED GENERATOR 4 MAY 26/03 CITY CIF TUKWILA REVISIONS 3 APR 22/03 ISBI.E© FOR EkP. /CONST. 2 APR 11/03 RELOCATED COMPOUND 1 APR 04/03 OED FOR BPJCONDT. 0 MAR 25/03 Tee ED FOR REVIEW 0 2 TW GREEN TO ANTENNA MOUNT GROUND TAIL, TYP. GROUND BAR MOUNTED ON WOOD UTILITY POLE DIRECTLY BELOW ANTENNAS 0 2 TW GREEN ROUTED WITH ANTENNA CABLES GROUND BAR MOUNTED TO WOOD UTILITY POLE AT BOTTOM OF VERTICAL ANTENNA CABLE RUN QUAD -POL ANTENNA, TYP. ANTENNA JUMPER CABLE 0 2 SOLID BARE TINNED COPPER 000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 GROUND ROD 2 - SOLID BARE TINNED COPPER ROUTED WITH ANTENNA CABLE CONDUITS N TS. ANTENNA JUMPER CABLE us LNA 0 2 TW GREEN TO LNA G -BLOCK LNA AIRTECN KN300303 ONLY 2 OP 4 ANTENNA CABLES PER ANTENNA SNOW FOR CLARITY GROUND KIT WITH WEATHERPROOF KIT, LOCATED BELOW ANTENNAS, TYP. GROUND KIT WITH WEATHERPROOF KIT, LOCATED AT BOTTOM OF VERTICAL ANTENNA CABLE RUN, TYP. COAXIAL CABLE, TYP. OF 4 PER ANTENNA GROUND KIT WITH WEATHERPROOF KIT, LOCATED NEAR EQUIPMENT, TYP. F ANTENNA CABLE GROUNDING RISER EQUIPMENT JUMPER CABLE AWED n •2 TW GREEN MOUNT MASTER GROUND BAR TO ANTENNA CABLE SUPPORT POST •2 SOLID BARE TINNED COPPER TO GROUND RING GROUND TAILS ANTENNA CABLE GROUND KITS GROUND TAILS ANTENNA CABLE] GROUND KITS GROUND BAR MOUNTED TO WOOD UTL TTY POLE AT BOTTOM OF VERTICAL ANTENNA CABLE RUN • ■ I • • '2 TW GREEN ANTENNA MOUNT, TYP. GROUND BAR MOUNTED BELOW ANTENNAS 0 2 TW GREEN ROUTED WITH ANTENNA CABLES L *2 SOLID BARE TINNED COPPER ROUTED WITH ANTENNA CABLE CONDUITS 0 2 TW GREEN GROUND ROD, TYP. GROUND TAILS ALL ANTENNA CABLE GROUND KITS c'2 SOLID BARE TINNED COPPER GROUND RING SITE SUPPORT (EXTRA TALK) CABINET - *2 TW GREEN c"2 SOLID BARE TINNED COPPER IN 3/4" RIGID PVC CONDUIT NOKIA ULTRASITE CABINET J MOUNT MASTER GROUND BAR TO ANTENNA CABLE SUPPORT POST "2 SOLID BARE TINNED COPPER TELCO DEMARC GROUNDING SCHEMATIC er o 1 2) - •• It?)69 NOKIA ULTRASITE CABINET H -FRAME VERTICAL POST 0 2 SOLID BARE TINNED COPPER FUTURE ULTRASITE CABINET CADWELD, TYP. 1"\ RECEIVED MTV OF TIAIWA SEP 1 5 2003 PANEL BOARD "2 SOLID BARE TINNED COPPER r e4-FIR.ArIE VERTICAL POST ANTENNA CABLE \ roar ir--#1:%1/4., 4 SOLID BARE TINNED COPPER N_ ,2 1'W GREEN SERVICE fN GROUND IN 3/4" RIGID IT PERMIT cawTI, SEP 1 5 2003 PERMIT CTS %C PARATE `''F AND PPROVAL °FOUIRED 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 3784000 E NGINEERING '201 - 11686 - 66TH AVE SURREY, BC V35 1X1, CANADA TEL: (604) 514 -6432 FAX: (604) 314 -6431 TOLL FREE: 1 -8'11- 345 -4045 EMAIL: matI•tricm g.cc m WEB: uww.rnm !PROJECT NO: 0315 -011 i DRAWN BY: LC. i CHECKED DY: C.B. i GAD FILE 0315 -01E1 1 THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY PROHIBITED. SITE 144TH 4 1-5/ QUEST 14404 515T AVE 5 TUKWILA, WA 98168 (5E 3561A ) MEET TITLE GROUNDING DETAILS II 6#11ET MUMMER E -7 4 • • • I SUS- 3MITTALS 5 AUG 15/03 REMOVED GENERATOR 4 MAY 2b//03 GITY CAP TU WILA REVISION* 3 APR 22/03 ISBUED FOR DP. /CGN*T. 2 APR 11/03 RELOCATED COMPOUND 1 APR 04/03 ISSUED FOR DPJCONST., 0 / MAR 25/03 I561ED FOR REVIEW e In 1 5/8" 2 3/8" .56 DIA. (2 HOLES) 3" e 4 11/16" INSPECTION PROBE IaOLE FOR CABLE 1 9/16" TYPE GSTUD -NY CABLE TO ROD TO STEEL e Narso VIO TYPE GAR -DU t GAR3902 CABLE TO PIPE 1 CRIMP BETLLEEN KNURLS CADUJELD- TYPE GL GROUNpINCx NYLUG DETAIL TYPE GSTUD -HY APPLICATION TYPE GAR.. BU APPL ICAT ION TYPE TA TYPE W TYPE CsT MMAthl r1:12 vs TYPE_GY TYPE NC rYPE vB TYPE GR GApUJELD GROUNDINCs CONNECTION PRODUCTS N.T.S. TYPE BRG BRAID FLEXIBLE SPLICE a BURNDT GROUNING PRODUCTS DETAIL e M.Th. TYPE - TCsIBS e 411 t0 7 • I -BEAM CONNECTOR INOTALLED CRIMPING DIE PI105 M EMBOSSING DIE PISEUP1 r .. I -SEAM CONNECTOR al . 1 -BEAM FLANGE EMBOSSING DIE 011111111,4 PIE3EWP1 OR PIBESP1. IL Ar--'4111117 CRIMPING DIE W P1105 TYPE - BDISCs92 TYPE -KC TO PIPE fr s. -SEAM CONNECTOR FOR COPPER CABLE N.T.S. 110 ctiP?wavi‘:) TYPE -YAC3L -2TC38 •III URNY GWUNINC DETAIL TYPE -KC TO FLAT SURFACE ff ff CITY RECEIVED TIWW LA SEP 1 5 2003 MOW CE1I4TER SEPARATE PERMIT AND APPROVAL ?L: QUIRED 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 9011 PHONE (425) 378 -4000 ENGINEERING 1 201 - 116D8 - 66114 AVE SURREY, BC v3S 1X1, CANADA TEL: (604) 514 -6432 FAX: (604) 51440431 TOLL FREE: 1- 811 - 345 -4045 EMAIL: maIIftric riecoin WEB: uwlutrkexbsCom t°RDJECT NO: 0315 -011 i !DRAM Dr: L.G. 1 CHECKED SY: C d. i GAD FILE: 0315 -011E6 i THE INFORMATION C.ONTAIhED IN THIS SET OF DOCUMENTS IS PROPRIETARY dY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY PROHIBITED. 44 SITE 144T14 4 1-5/ QUJEST 14404 51ST AVE S TUKW I L A, WA 4 19168 (5E 3561 A ) SWEET TITLE TYPICAL GROUNDING CONNECTIONS • 814EET WIENER ER E -8 • 9 V • 0 • 0 q w 1 SUI5MITTAL5 S AUG I5/03 REMOVED GENERATOR 4 MAY 20103 ' , CITY CF TUK I 1 A REVISIONS 3 APR 22Im3 ISSUED FOR B.P. /COW. 2 APR 11/03 RELOCATED COMPOUND 1 APR 04103 , ISSUED FOR B.PJC.CNST. 0 MAR 25/03 ISSUED FOR REVIEW - TELEPHONE RISER SITE BENCHMARK AT SET REBAR AT 15' OFFSET ELEV.= 162.31' ASPHALT V UTILITY POLE WITH TRANSFORMER FOUND LEAD IN CONC. IN CASE DOWN 0.9' In I I I 1 I; I 0, to „ I - i \ \ ASPHALT ' -.. I \_ , \ RE ING WALL I` Io MAIL BOX \ ■ ■ • METER `I• N' • cj `` N ` \` ■ ` ` I � \ �__- 25. ' I °” ; © 1 \ ........ oo (zd � 2000 - ` , 1 1 \ j "¼ I S8`17 "33'0 E `, \`., % I 1 \ 1 \ �; CAS \� • N i' a `\ \ \ . _ _ _.- - j . �; �\ p `� `� ; `\ 1 \\ I 1 20' SETBACK �� ` j ; + ■ �` y\_- --1 - ■ X - ■ t , \ 1 • L \ \% : : - ‘‘ .2 ... ---t \ IN$6'4f�''51nE \ 94.0 1' \ r 1 1 1 ; \ 1 1 1 \ 5 '�ETBA�K 1 1 \\ \ \ 1 \ \\ 1I �� I i ■ 4'2,1' \` ' � 1 1 \ 1 .� ■ \ \\ 0 1 °° 1 ASPHALT ' SIGN O I GUARD RAIL I- SITE DETAIL ASPHALT 1 1 1 ■ 1 L 1 to 1 : 20.`Q0' GAS -`� 0 `� I in ` SOUTH 144 STREET BUE.DMIG LOT 7 to GATE \ \ \ 1 I I I 1 I SETBAK 1 I 1 I \ I 1 \ \ 1 \ 1 \ \ \ \\ k 1 0' SETBACK \ ` s 1 LATITUDE, LONGITUDE POSITION AT CENTER OF LEASE • 1 1 1 1 1 1 1 1 1 1 1 1 30' ■ 1 120' SET HUB & TACK TYP. • A =0011'37" R= 5609.60' L =18.96' 01 S88147:16LE 662.22' m NOTES 0 10 >!o LEGAL DESCRIPTION GRAPHIC SCALE ( IN FEET ) 1 inch = 20 tt. EXCEPT THAT PORTION DESCRIBED AS FOLLOWS: ao FOUND 2" BRASS DISK IN CONC. IN CASE DOWN 0.7' LOT 8, BLOCK 2, STERLING ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 14 OF PLATS, PAGE 99, RECORDS OF KING COUNTY, WASHINGTON; BEGINNING AT A POINT 24 FEET NORTH OF THE SOUTHWEST CORNER OF SAID LOT; THENCE NORTHEASTERLY 108 FEET TO A POINT ON THE EASTERLY LINE OF SAID LOT WHICH IS 48 FEET NORTHWESTERLY FROM THE SOUTHEAST CORNER THEREOF; THENCE SOUTHEASTERLY 48 FEET TO SAID SOUTHEAST CORNER; THENCE WEST ALONG THE SOUTH LINE TO THE SOUTHWEST CORNER OF SAID LOT; THENCE NORTH 24 FEET TO THE POINT OF BEGINNING; ALSO EXCEPT THAT PORTION THEREOF LYING EASTERLY OF A LINE DRAWN PARALLEL WITH AND 120 FEET WESTERLY FROM THE L.W. SURVEY LINE CENTER LINE OF PRIMARY STATE HIGHWAY NO. 1, SOUTH 178TH STREET TO SOUTH 126TH STREET; AS CONVEYED TO THE STATE OF WASHINGTON BY INSTRUMENTS RECORDED UNDER KING COUNTY RECORDING NO. 5538438; TOGETHER WITH ALL THAT PORTION OF LOT 19, BLOCK 1, STERLING ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 14 OF PLATS, PAGE 99, RECORDS OF KING COUNTY, WASHINGTON, LYING SOUTHWESTERLY OF A LINE DRAWN 120 FEET SOUTHWESTERLY FROM, WHEN MEASURED AT RIGHT ANGLES TO AND PARALLEL WITH THE L.W. SURVEY LINE OF PRIMARY STATE HIGHWAY NO. 1 (SR5), SOUTH 178TH STREET TO SOUTH 126TH STREET. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. LEGAL DESCRIPTION PROVIDED BY FIDELITY NATIONAL TITLE COMPANY OF WASHINGTON ORDER NUMBER 1218225. 1 40ite„,) A LEGEND --------- -»-- -� BURIED GAS LINE • - . OVERHEAD POWER --- OVERHEAD TELEPHONE • - - BURIED POWER LINE ------ •-- -•-- -- WATER LINE SANITARY SEWER STORM DRAIN CHAIN LINK FENCE WOOD FENCE BARBED WIRE /WIRE FENCE CATCH BASIN FIRE HYDRANT GATE VALVE ® WATER METER PAD MOUNTED TRANSFORMER o TELEPHONE RISER }�( LIGHT STANDARD - 0- UTILITY POLE POLE GUY WIRE EXISTING SPOT ELEVATION 0 i DF18 195.2 E-- 234. 21 NOTE: 1) ALL ELEVATIONS SHOWN ARE ABOVE MEAN SEA LEVEL (AMSL) ELEVATIONS REFERENCED TO THE NAVD 88 DATUM 2) ALL TOWER, TREE AND APPURTENANCE HEIGHTS ARE ABOVE GROUND LEVEL (AGL). 3) ALL HEIGHTS REPRESENTED ARE ACCURATE TO ± 3 FEET OR ± 1% OF TOTAL HEIGHT, WHICHEVER IS GREATER. TREE LEGEND DECIDUOUS TREE AL12 - ---- TRUNK DIAMETER (IN) MA =MADRONA OK =OAK TYPE CH= CHERRY EVERGREEN TREE HEIGHT AGL IF MEASURED TREE DRIP LINES ARE NOT TO SCALE. TREE SYMBOLS cj REFERENCE TRUNK LOCATION ONLY. TRUNK DIAMETERS WERE APPROXIMATED AT 3.5' TO 4' ABOVE GROUND z LEVEL. TREES SHOWN ARE FOR REFERENCE ONLY AND OTHER TREES AND VEGETATION MAY EXIST. SITE INFORMATION TAX LOT NUMBER SITE ADDRESS SITE CONTACT PHONE NUMBER ZONING TOTAL LOT AREA PROJECT AREA 7999600160 14404 51ST AVE S TUKWILA, WA 98168 CRAIG HOFFMAN 253 - 921 -0347 RCC 6,009.41 S.F. (0.14± AC.) 400 S.F. LATITUDE /LONGITUDE POSITION COORDINATE DATA AT SUBJECT POLE: NAD 83 NAVD 88 LAT - 47'28'25" N ELEV.= 160.1 FEET LONG - 12216'13" W BOUNDARY DISCLAIMER THIS PLAN DOES NOT REPRESENT A BOUNDARY SURVEY. SUBJECT AND ADJACENT PROPERTY LINES WERE COMPUTED USING FIELD -FOUND EVIDENCE AND RECORD INFORMATION. BENCHMARK IS "HC17 -5" W.S.D.O.T. BRASS DISK ON THE NORTH SIDE OF 144TH STREET 18.9 METERS EAST OF THE NORTHWEST CORNER OF THE BRIDGE OVER I -5. ELEV.= 159.69' SURVEY REFERENCES 1) RIGHT OF WAY PLAN FOR SR5 STATION 2580 +00 TO STATION 2609 +00, WASHINGTON DEPARTMENT OF TRANSPORTATION. 2) PLAT OF STERLING RECORDED UNDER AUDITOR'S FILE NUMBER 472315, RECORDS OF KING COUNTY, WASHINGTON. 3) RECORD OF SURVEY BY JAMES CRONES RECORDED UNDER AUDITOR'S FILE NUMBER 20001016900015, RECORDS OF KING COUNTY, WASHINGTON. CAUTION! UNDERGROUND UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY BE INCOMPLETE. STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ONE -CALL UTILITY LOCATE SERVICE AT LEAST 48 HOURS BEFORE STARTING ANY CONSTRUCTION. 1- 800 - 424 -5555 • AL= ALDER MP= MAPLE DS= DECIDUOUS CE =CEDAR DF= DOUGLAS FIR HE= HEMLOCK PI =PINE EVG= EVERGREEN 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 d r '201 - 11688 - 66TM AVE SURREY, BC 1/38 1X1, CANADA TEL.: (604) 314 -4432 FAX: (604) 314 4,431 TOLL. FREE: 1- 811 -343 -4045 EMAIL: meII•trkerr9. om WEB: wutrken9.com !PROJECT NO: 0315 -011 i DRAWN eY, LC. i cI.EOcED BY: FM i CAD FILE 0315- 1$I$LII i THE INFORMATION CONTAINED IN THIS SET OF TS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY PROHIBITED. A SEAL RECEIVED CITY OF TIJKWILA S E P 1 5 2003 PEAMrT CENTER SITE 144TW 4 1-5/ QIJEST 14404 51ST AVE S TUICUJI L A, WA 98168 (SE3561A) ■ *WET NUMBER sUu-1 r a File: D03 -0136 35mm Drawing #1 FOND LEAD N CONCRETE IN _._._J CASE • • • Ii II" • .• ' 1•. • DIRECT BURL ID • 1 : 1 4 ' t Ii : • • • 1. , 1 4 • . ZONE: RCC OSIM 4 ZONE: RCC •!. , . EXISTING UTILITY 3 1i i i i i; ; POLE. TYP. +) ; h I I ., .: =EST TO REPLACE EXIST I• . Y••• UTILITY WI POLE TH 0 NEW W -• AGL WOOD UTILITY POLE AND INSTALL VOICESTREAM ANT•4445 OI�D FOR ANTENNA LAYOUT 4 (EXISTING AS.N&LT) EXISTING 5414 0 • • , • I (EXISTING I �• • ANTENNA GseLE ROUTE TO Cil&•ST UTILITY POLE (EXISTING ASPHALT) O i EXISTING SIGN I 'a ASPHALT) EXISTING GUT , EXISTING POWER METER C. 1 I 561. 33 • 05'! = r ., 5 eT 'WUD I • : I y � TA17C TYP.1 • � ,, . '/ ' • ', LOT 6 51Te eeNGlrl' , AT SET REDA % Al AT IS' OFFSET ELEV.. •6231' . I • r 0 (EXISTING ASPWALT) EXISTING GATE I ` I I 9 0 _ 2m •C• •.1 I \ `•W 35'•e t , • • CEI6 0 43.1 p EXISTING GUARD RAIL N I \ I \ EXISTING \\ BUILDING gr ISTNG G45 METER 1 ,5 66 E__ 23.T2' • • \ 1 - • vOK:ESTREAM 20'.0N.20'.0* • LEASE AREA. REFER TO A-A EXISTING FOR ' O LAYOUT PIPES LOT t5 • nn o p e/ y - 6,. • I i / ZONE: RCC 1466.45 SI'E 9401' 1 ( EXISTING GRAS EXISTING BUILDING LOT 1 ZONE: RCC SITE PLAN 0 4 a 20 SOUTH 144 STREET 5 80 -- 416 — 66717--- EXISTING GATE \ • `I • 411 \ • \ • • i \ 13 \ ' 1 `•I 0 9 1,4 s • \ 59 EXISTING I o SHED *•00'11'31• R.56034.0' L•18.91.' , \ • , 1 • • • � 1 • • J I 11 /06/ v 3 MAY 2 7 2033 ICI I I III ICI ICI I I III III H'H ► I ICI I•II i. 1. ICI III ICI I I III ICI III I I ICI III Inch I I 1i16 l 1 I I I I I 2 31 I I I I 41 I I I 5I I I I 61 NVEST VOTT MI T t I CI. Z6 H- • 011. 6 9 L 9 9 b £ Z I. WO I 111111llll I NOTES: l SITE FLAN NORIATION WAS °STARVED FRDT1 A SURVEY PREPARED DY DU4CANp°p1 CQTANY, WC. DATED MARROW I. 2003. • 2. LEGAL DESCRIPTION PROVIOED Sy FIDELITYNATIO4AL TITLE COMPANY OP WNENNGTON ORDER Nf1SER mom. LEGAL DE6CRIPTION LOT 8, DLOCK 2, STERLING ADDITION, ACCORDING TO THE PLAT TNEREOF RECORDED N ' /OLIItQ 14 OF PLATS, PAGE 3 RECORDS OF KING COMM WAS1'II/.GTON; EXCEPT TWAT PORTION DESCRIBED AS FOLLOWS, 15EGN4ING AT A PONT 24 FEET NORTH OF THE SOUTIAEST CORNER OP SAID LOT; THENCE NORTHEASTERLY 106 FEET TO A PONT ON THE EASTERLY LNE CP SAID LOT 11,4804 IS 46 FEET NORTWLLESTERLY MOM THE SGIT 4A5T CORNER THEREOF: T14ENCE SOUTI0ASTERLY 46 FEET TO SAID SOUfl•E.46T BIER THENCE WEST ALCNG THE SOWN LINE TO TWE SOUTIIIiESr COMER OF SAID LOT; TWDNCE NORTH 24 FEET TO THE POINT CF BE< ALSO EXCEPT TWAT PORTION THERECP LYING EASTERLY CP A LINE ORRIN PARALLEL WITH AND QO FEET WESTERLY NNlOI1 rue LIU. SURVEY LNe °ENTER Late OF PRr1ARr STATE WKfUTAY NO. I, SOUTH 116TH 5TFEPT TO SOUTH NOW STREET; AS CONVEYED TO flue STATE CO WASHINGTON DY INSTRUMENTS RECORDED ENDER KING COUNTY RECORDING NO, 5336436: TOGETNER ON ALL TWAT PORTICII CFI LOT 11„ MOCK I. STERLING ADOITIGN, ACCORDING TO TIE PLAT THEREOF RECORDED N vOLLY1E 14 OF PLATS, PAGE 33, RECORDS CF KING CC NTT, WAS INGTCN. LYING SOUTNY,ESTERLY OF A LNE DRAW CO FEET SOUT4LES FROM IWEN MEASURED AT R1GI(T ANGLES TO AND PARALLEL WITH THE LW. SURVEY LNE CR PRIMARY STATE WIGHWAY NO. I (5R5), SOUTH rum STREET TO SOUTH 1281 STREET. SITUATE N THE ooL.NTY Or KING STATE OF WASWPL;TON. LEGEND ° EXISTING BU TED GAS LNE EXSSTNG OVERHEAD POUER Y .o D M Is TREE LEGEND EX16TNG DECIDUOUS TREE 0 . L0 —Ti RIC DIAMETER (N) TYPO EXISTING DUSTED POLER LNE DOMINO WATER LINE EXIST!* SANITARY SEWER a:x*11We STORM DRAIN EXI5TWG GRAN LINK FENCE EXISTING WOOD FENCE EXISTING DABBED WIREAJIRE FENCE ENISTING CATO4 DAS4 EXISTING FIRE HYDRANT EXISTS* GATE VALVE EXISTING WATER METER EXISTS* PAD MONIED TRANSFORMER EXISTS* TELEPHONE RISER EXIST!* LIGHT STANDARD EXISTING UTILITY POLE EXISTING POLE GUY WIRE EXUTWG EXISTING SPOT ELEVATION AL •ALDER 17'••A•L! DS•DECIDUOW MA.MADRONA °IG.OAC CWtOraERR7 EXISTING EVERGREEN TREE L_HeIGWT AGL r MEASURED NEW IMPERVIOUS 5URrACE1 400 SO. FT, AND GRAVEL OUTSIDE Cr FENCING TO LEVeL GATE& CE• CEDAR DF•DOt GLAS FIR WE.WEI'tOCIC IR WNE EGG•EVERGREEN LATITUDE /L ONG I TUD E,_POS I T I ON COORDINATE DATA AT CENTER Of LEASCI NAO 63 NAVE S6 LAT • 417625• N ELEV.. 160J FEET LONG - 12216'13• W BOUND ART' DI SCL AI Mjg THIS PLAN DOES NOT REPRESENT A BONOARY SURVEY. SUBJECT AND ADJACENT PROPERTY LINES ILERE COMPUTED USING FIELD - =ONE EVIDENCE AND RECORD 1NFORTIATION BENCI41ARK 15 •4CI1•5' WSDO.T. BRASS DISK ON THE NORTH SIDE cF 144T14 STREET IS.S METERS EAST or THE NORTHWEST CORNER OF THE BRIDGE OVER I.S. ELEV.. 15363' OF Wei 19807 NORTH CREEK PARKWAY N SUITE 101 WA 98011 PHONE E ( 25) 3788 -4000 ENGINEERING ICS • ma. • M•TWAVE SURREY. BC VSS .TI, CANADA TEL, (6O4) 914.6432 FAX, (6o4)514-4.43I IOU. FREE, 1•611•345•4045 @SAIL• Ss IINA.epn YES, waLkr•�epw I F1ORCT NO. es1S -OII l oomed OT, L.C. 1 04001, QT. Plt I CAO PLL SUBMITTALS • 3 11AT 28.03 APR nvs 4PR MO! APR 048111 . -- MOS CRT ? n/OI+LA NKINor 1114Il0 FOR - ird1:041.1. 1 4LOCAT120 COMMAMO Nemo POR OP. *T, rr ED POI. ROV•d 114 ODOR aATTCN CONTAl m N TIME SIFT OF 00001ENTS q PROPRIETARY EFT NATURE. ANT USE OR DISCLOOLFul OIH[R :WAN TAT ai. 4 RELATES TO n* O.ID T NAM, IS STRICTLY pleoutelTm. All DIAL 'U 144TH 4 1 -5/ QWEST 14404 5I5T AVE S TUKWILA. WA 98168 (SE3561A) Y.eeT TITL! 5ITE PLAN users. m.meR A -3