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HomeMy WebLinkAboutPermit D03-097 - T-MOBILE - ROOFTOP ANTENNAS• • • • T- MOBILE ROOFTOP ANTENNA 1224/1226 APE D03 -097 z -W re J U. 0 J = 1..- W U- WO u. Q co =d I- LLI Z= F- O Z F- W U� 0— H WW U' U. Z W CO F- O~ Z Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z w 00 CO 0 J = F- U) LL w 2 g a I W z = F- O z 1- U 0 O - � I- w • w LLO DESCRIPTION OF WORK: INSTALLATION OF THREE PANEL ANTENNAS AND SHROUDS ON THE ROOFTOP OF EXISTING BUILDING; EQUIPMENT • cn CABINETS ON A CONCRETE SLAB; COAX CABLE FROM EQUIPMENT TO ANTENNAS; ACCESS LADDER AND 7 -FOOT E- CEDAR 0 (- FENCING AROUND CABINETS. Z Parcel No.: 3523049071 Address: 1226 ANDOVER PK E TUKW Suite No: Tenant: Name: T- MOBILE - ROOFTOP ANTENNAS Address: 1224 ANDOVER PK E, TUKWILA, WA Owner: Name: KLEIN ROSE I Address: 2445 74TH AV SE, MERCER ISLAND WA 98040 Contact Person: Name: JUSTIN ABBOTT (FOR T- MOBILE) Address: 1530 WESTLAKE AV N, #600, SEATTLE, WA Contractor: Name: BROOKSTONE TELECOM INC Address: 227450 YNEZ RD STE 300, TEMECULA, CA Contractor License No: BROOKTI044MW Value of Construction: $ $55,000.00 Fees Collected: $1,124.44 Type of Fire Protection: Uniform Building Code Edition: 1997 Type of Construction: IIIN Occupancy per UBC: Public Works Activities: Channelization / Striping: Curb Cut / Access / Sidewalk / CSS: DEVELOPMENT PERMIT Number: 0 Start Time: Volumes: Cut 0 c.y. Start Time: Private: Profit: ?? Private: D03 -097 Permit Number: D03 -097 Issue Date: 05/19/2003 Permit Expires On: 11/15/2003 Phone: Phone: 206 790 -4655 Phone: 425 - 867 -5334 Expiration Date: 07/24/2004 Size (Inches): 0 End Time: Fill 0 c.y. End Time: Public: Non - Profit: ?? Public: Printed: 05 -19 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Signature: Print Name: /1-6 h doc: Devperm Date: � /1 I hereby certify that I have read and examined this 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. D03 -097 Date: 5 /Ill 0 3 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. Printed: 05 -19 -2003 Parcel No.: 3523049071 Permit Number: D03 -097 Address: 1226 ANDOVER PK E TUKW Status: ISSUED Suite No: Applied Date: 03/26/2003 Tenant: T- MOBILE - ROOFTOP ANTENNAS Issue Date: 05/19/2003 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 structural welding shall be done by W.A.B.O. certified welders and special inspected (UBC - Sec. 306(a)5). 6: 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). 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: 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: ** *FIRE DEPARTMENT CONDITIONS * ** 10: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 11: Provide emergency shut off switch at site. This switch shall be clearly marked Emergency Shut Off Switch and disconnect all power when activated. 12: Satisfactory provisions shall be made for containing or neutralizing spills or leakage or hazardous materials. (UFC 8001.5.2.3) 13: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 14: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 15: * * * * * * * * * * * * ** *PUBLIC WORKS * * * * * * * * * * * * * * * ** IF ANY UTILITY LINE (WATER, SEWER, STORM DRAINAGE) NEEDS TO BE RELOCATED AS A RESULT OF THIS DEVELOPMENT APPLICANT SHALL APPLY TO TUKWILA PUBLIC WORKS @206 433 -0179 FOR A TYPE "C" CONSTRUCTION PERMIT. doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS D03 -097 Printed: 05 -19 -2003 addc` ';r: fi "rs ` SE A:6;',14 44,6, i! {I.l �Y.i!'��. \K.N."v }!'i+.�J•� Signature: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 16: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 17: The fibergalss screening around the antennas must be painted to match the existing building. 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. Q.p 40566-- Print Name: -- 6 4-S hi D03 -097 Date: 5 /I q /03 Printed: 05 -19 -2003 .....;' 4.:, G..`::. h�.'.i i. i::: 1,: h. s�:.` w. 24i::: i. l:: L:: tit{..;:.ci3,:y''>r..rr.u.l:+fa• • " Site Address: Tenant Name: Property Owners Name: 'Rose. 1< t e h Mailing Address: Z 4 4 5 - 'T 4 'r" Ar . 5 E Name: .3-0.5-12, to A b b o -C. r i— M o 6 I l� Day Telephone: CZo L T 9 D - 4 6 5 5 Mailing Address: 15 30 -) e s -H ex k e. A i .. 14 • 4 60 O S ea-4+k e- (-JA- ci 8 t o i City State Zip Fax Number: (.o) 3 ZZ — I T S 3 E -Mail Address: 3 o.b E+kc. cLtariSnrou.p. Cori,/ GENERAL' CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: 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 ** ARCHITECT OF RECORD:- All plans must be wet stamped by Architect of Record Company Name: T g !< r+5 r► t� h5 Mailing Address: 1 T 4.5 - 6 6th A -ve. -#*2.o 1 Contact Person: C k✓ 1 S B 1r r E -Mail Address: ENGINEER OF RECORD- All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: Contact Person: E -Mail Address: \application: \permit application (3.2003) 3/2003 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 122.4 Arckover 'Park �,ts+ 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** 7' /GG —teed F Acts'; - rep Q �ss�• -a ce •s AL e 01 q; I @ +r k en, . c owl ■.. A'r ckt, Q. (-74- Page I Building Permit No. Mcrce✓ ss 1/Ln.4 City 5 rrc. Cit fi we �t y JtM t in'Z',a"u "(For ofce :se`only)'.''' State State State Floor: Mechanical ,Permit No.` • Public,Works Permit;No 'Project No. '.: 8,71 3 - P& ?/ King Co Assessor's Tax No.: Suite Number: New Tenant: .... Yes ❑ ..No 98040 Zip Zip City Day Telephone: Fax Number: c c4 ol4 V '7 State Zip Day Telephone: C o 4) 5? 4- to 4 3 Z Fax Number: 6,0 4) 574 — 4O43 Zip City Day Telephone: Fax Number: Valuation of Project (contractor's bid price): $ 5 5 0 0 0 Existing Building Valuation: $ Scope of Work (please provide detailed information): = n +a l 1 a-�- ∎ o r o + - k r c e p a.n tr k ay.. i-t, Hn 04 Vs tea �tdl C►1 foot ♦o? e� eXtS'{'tn) �i.t lT t�1✓lfq4 ) Qc �1"� � �r++1e cohc rt-} e I C ocoi.. cc -,(e. -cro0\ e +-o 7 -- -Ca o-+ k; 5 k ce.dm, - cAce,. . ci et +e h ►1 a,5) c e 5 S (Os a e t j ai d S e. t` 1) ra..A .i v 1 S -Po t k S Will there be new rack storage? [J..Yes ❑.. No 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? 0 ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: 0.. Sprinklers ..Automatic Fire Alarm Will there be storage or use of flammable, combustible or hazardous materials in the building? El „Yes 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 (3.200)) 3/2003 If "yes ", see Handout No. El ..None ❑ . Other (specify) Page 2 for requirements. a7riST. `� "4E* 'AD itL:flalr i.aa Iii a . Existing Interior Remodel Addition to Existing Structure New Type of Construction per UBC . Type of Occupancy per UBC I" Floor 2 Floor 3f Floor Floors thru Basement Accessory ; Structure * Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck Valuation of Project (contractor's bid price): $ 5 5 0 0 0 Existing Building Valuation: $ Scope of Work (please provide detailed information): = n +a l 1 a-�- ∎ o r o + - k r c e p a.n tr k ay.. i-t, Hn 04 Vs tea �tdl C►1 foot ♦o? e� eXtS'{'tn) �i.t lT t�1✓lfq4 ) Qc �1"� � �r++1e cohc rt-} e I C ocoi.. cc -,(e. -cro0\ e +-o 7 -- -Ca o-+ k; 5 k ce.dm, - cAce,. . ci et +e h ►1 a,5) c e 5 S (Os a e t j ai d S e. t` 1) ra..A .i v 1 S -Po t k S Will there be new rack storage? [J..Yes ❑.. No 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? 0 ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: 0.. Sprinklers ..Automatic Fire Alarm Will there be storage or use of flammable, combustible or hazardous materials in the building? El „Yes 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 (3.200)) 3/2003 If "yes ", see Handout No. El ..None ❑ . Other (specify) Page 2 for requirements. a7riST. `� "4E* 'AD itL:flalr i.aa Iii a . Scope of Work (please provide detailed information): Water District ❑ ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila p... 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 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -o -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 ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public _ ❑ ...Water Main Extension Public \applicationslpermit application (3.2003) 3/2003 cubic yards cubic yards Please refer to Public Works Bulletin #1 for fees and estimate sheet. „ „ Call before you Dig: 1- 800 - 424 -5555 . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line „ WO# WO# WO# Private Private ❑ .. Highline ❑ ...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 ❑ .. Work in Flood Zone ❑ .. Storm Drainage Page 3 ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size S FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Mailing Address: Day Telephone: City Water Meter Refund /Billing: Name: Mailing Address: Day Telephone: City State State Zip Zip .u:llti „.'kiLtl . '� : �':':..•. .;.?.w. »� 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 /I,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm /Ind MECHANICAL PERMIT INFORMATION 206 =431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: 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 ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... [] Replacement ....El Commercial: New ....El Replacement .... E Fuel Type: Electric 0 Gas.... J Other: 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 AUTHORIZED AGENT: Signature: Date: 3 ! 2L / D 3 Print Name: ZIw S +t 10 1 A-b bol Day Telephone: (_e "7 ci O — 4 65 S Mailing Address: 1 3 0 s +l a Ice. Kv t • 14 . 4t 6 00 S a tom) f}— `i $ (D 9 City State Zip Date Application Accepted: ...9.-., -03 \applications \permit application (3.2003) 3/2003 Date Application Expires: 9/� -C13 iir Page 4 Staff Initials: e.Mttfititi:`kn?:.�L 00 :+;P SrOxT.t :- e tt'tr; „�'vM.h` Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 3523049071 1226 ANDOVER PK E TUKW T- MOBILE - ROOFTOP ANTENNAS R03 -00393 SKS 1165 T- MOBILE USA INC TRANSACTION LIST: Type Method Payment Check Description 1463128 RECEIPT ACCOUNT ITEM LIST: Description Account Code PLAN CHECK - NONRES 000/345.830 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 441.19 Current Pmts 441.19 Total: 441.19 D03 -097 PENDING 03/26/2003 441.19 7009 03/26 9716 TOTAL 441.19 03/26/2003 01:41 PM $683.25 Printed: 03 -26 -2003 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: TRANSACTION LIST: Type Method doc: Receipt Payment ACCOUNT ITEM LIST: Description City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 3523049071 1226 ANDOVER PK E TUKW T- MOBILE - ROOFTOP ANTENNAS R03 -00613 BLH ADMIN VOICESTREAM Check BUILDING - NONRES STATE BUILDING SURCHARGE Description 010312 RECEIPT Account Code 000/322.100 000/386.904 Permit Number: Status: Applied Date: Issue Date: Payment Amount: 683.25 Payment Date: 05/19/2003 03:18 PM Balance: $0.00 Amount 683.25 Current Pmts 678.75 4.50 Total: 683.25 D03 -097 APPROVED 03/26/2003 8813 05/20 9716 TOTAL 683. Printed: 05 -19 -2003 ::t�t;.:w'.:..;::).i.:lx sau»:. ..r wr.. r+.... i. a4u: 8" ieiaeY .4:rw4 „wif.�s�..i S.u.:.t.'.G.,:c:ti..n.. Project. ' ( Type of Inspection: Address: �� .)- 6 A v,r\oie ( ` � \z Date Called: 9 - 0 3 Special Instructions: Date Wanted: .m Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 'proved per applicable codes. INSPECTION RECORD Retain a copy with permit ( 06)431 -3670 El Corrections required prior to approval. COMMENTS: r w\ VA- C) 0 v►n Inspector: Date: 8 O 3 Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: Type o f I pectign: i % c ii v\Sp -ec-i ■cv Address: ( 1 b Ar\dovPr { t rtveel -V ∎vim' illor - Crow: c `VP,SA \a - , r CO tO■A ■ ny a.m. p.m. Requester: s C — 3 S 1 ✓\ Cow V'e`l -c Project: -�^ yy ( 1 - Mob1 !E Type o f I pectign: i % c ii v\Sp -ec-i ■cv Address: ( 1 b Ar\dovPr .. 1 Date Called: -03 Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1a3 - 'cc -) (206)431 -3670 'Approved per applicable codes. El Corrections required prior to approval. Inspecto . - 'R „ctivi Date: 8c) -0 � El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: 7= /' &&Ls Type of Inspection: ,4 .--1 Address: /2Z L /// Date Called: g- 22 -43 Special Instructions: e- 01045Grr 7V E/9-7 = 313,9 Date Wanted: 8- 25"" D 3 a m. Requester: /7 / G /G Phone No: zS3 ,s-6 -D/6/ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 1 o 3 - 7 PERMIT INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 pi Corrections required prior to approval. COMMENTS: 1 \v\c,1 \ r 4 - ff I at —}O 0c rA<r cY Icr (I.1Pv Q o kw Inspector: Date: 25"0 3 El $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: Project: Type of r ec t ion.. :;Le 1 f ) Aclilrf i Le A lt,c iL ovt/ts ei: DatCal et ( st) ( 03 Special lnstructions: ,..4 g3'0 i ec+; ilel- G fr\ Date ant f i a.m. Requester: 1 Phone No: 5 a Le Lc -0 i ( 0 1 144 " A proved per applicable codes. INSPECTION RECORD Retain a copy with permit Do INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 COMMENTS: 1 t Jr? ii/er b(e Ro&t:r Corrections required prior to approval. PI $47.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be " paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: .••••., • COMMENTS: 1 i .) 1 El-Pc-ty teck,l t +r (A' 1.-r ti t r e o i Type of In cIion:s 111 Address: \''Q � ^ g4) V A \ *\'er J a-.a ictb / : 7 st3 Spbcial Instruction N • Da anted: - VD 1 (1)3 ° Requester. ii Ph n No: Pr t: � ��'�c Type of In cIion:s 111 Address: \''Q � ^ '� /' / : 7 st3 Spbcial Instruction N • Da anted: - VD 1 (1)3 ° Requester. ii Ph n No: tAVt INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit D0_3 -D'7 PERMI NO. ►I • 1 -3670 Corrections required prior to approval. Inspector: Date: El $47.00 REINSPECfION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: z W IY 2 JU 0 c o al I � LL W 0 gQ = • 0 W Z � W O W U� N 0H W W H � IL W Z U= O � z Pro'e t: p — O ellai Type o pection: atirin- 7 Ad ress: ()Z A 11660ei t `1 T`' Date Called: -.J Special Instructions: Date Wanted: /,� c ::��' l� ci//� p.m. Reque.stgr: Ph ne No) LQ(r 01 Le J INSPECTION RECORD Retain a copy with permit INSPECTION NO. . ERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 K Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 ( 1 1 x ) - F -\-t O t vh e r...5 Inspectors Date: t-),-b 5 J $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 c i — t . / Type of Ins ction: ,L Add r s: Apr.. Date Called: Special Instructs ns. Date Wanted: ,�/ a.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit IN CTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 =367 0 \ pproved per applicable codes. Ej Corrections required prior to approval. COMMENTS: / ' $4 . s iF EINSPECT i N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ..r Project: / 4:. /.r_ 2 7 Type of Inspection: 7 1 ) j_ � , - I s Address: /1)o 4'K/Jr/ /), Date Called: , y Vi 02 Special Instructions: Date Want // gy„ Requester` Mr Phone No 3 - Cr.:51;)-011e/ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION N 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. COMMENTS: /� INSPECTION RECORD Retain a copy with permit PERMIT Egl Corrections required prior to approval. r/'7 r- .?-( J Inspector: , / f Date: 9 53 vl d El $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: Project: /e p'r �� Type of Inspation: Address: //Z!, A' "E Date Called: 6 - /e -D3 Special Instructions: e-__-2 %z. 5"c • Date Wanted: "" . 69 a .m. , - / D 3 p m. Re u ;er: e -� q 2.2e))1 ...LG- G ,-P07 Phone No: 4 /2.5 — 3W o .Z t INSPE ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: 7 4, ,..-17,0 ef r e-/e (e_ Approved per applicable codes. Corrections required prior to approval. $47.00 • EINSPECTIOWFEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: �r4 INSPECTION RECORD Retain a copy with permit 7 (206)431 -3670 " ; '"‘";Al ': k•f.: 77,77 -71 7- d'=. 7 • er.". - 7. • .• . . , . • ..7" City of Tukwila Fire Department Thomas P. Keefe, Fire Chief ..1project Name I 411c 'Address / re. F 161 Needs shift inspection Sprinklers: Fire Alarm: Hood & Duct: Halon: • Monitor: Pre-Fire: Permits: Authorized SignatUre FINALAPP.FRM TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM current_inspection_schedule___„ Approved without correction notice Approved with correction notice issued Rev. 2/19/98 Permit No. Steven M. Mullet, Mayor Do ) Date Suite # A o 3 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 . .. . • • ..Z. ■+,..-...';+%.*■,:, 'a , !4 ENGINEERING CELLULAR INSTALLATION DESIGN CALCULATIONS Prepared for: VoiceStream Wireless SPRINGBROOK/KLEIN (SE4017D) CITY OF TUKWILA APPROVE MAY 14 2003 AS WILD RECEIVED CITY OF TUKWILA MAR 2 6 2003 PERMIT CENTER Suite 201,17688 — 66 Ave. Surrey, BC V3S 7X1 (604) 574-6432 Fax (604) 574 -6431 e-mail: mailntrkene.com www.trkeng.com D )03-0 ? 7 .' d' � " ".� "T1!<T`7� *'•"c��'.�I:: ^i�F b��Fbbr.�L�a ". �' ='ll.,lnj'.1nJ.::�. ENGINEERING March 24, 2003 TRK Engineering Ltd. Suite 201, 17688 — 66th Ave. Surrey, BC V3S 7X1 (604) 574 -6432 Fax (604) 574 -6431 e -mail: mail @trkeng.com VOICESTREAM WIRELESS 19807 North Creek Parkway North, Suite 101 Bothell, WA 98011 Re: SE4017D, Springbrook/Klein TRK Engineering Ltd. has designed a cell site for the above project. The equipment will be located on grade. The antenna mounts will be located on the roof of the building and will be supported on the existing glulam girders and beams. Based on our review, the existing glulam girders and beams will have sufficient capacity to support the proposed antenna loads. If you have any questions regarding this project, please contact me at (604) 574 -6432. Regards, TRK Engineering Ltd Fabio Manarin, PE Washington PE Reg. No. 37904 FA! 19807 North Creek Parkway N Suite 101 Bothell, WA 98011 Springbrook /Klein (SE401 7D) Cellular installation Design Calculations I '� 1 Prepared By: Suite 201 — 17688 66 Ave. Surrey, B.C. V3S 7X1 Tel: (604) 574 -6432 Fax: (604) 574 -6431 Email: mail @trkeng.com ENGINEERING Reviewed By: MAR 2 4 2003 3 DESIGN PARAMETERS ANTENNA MOUNT DESIGN structural calculations roof live load dead load seismic load design load calculate deflection basic load combination bending capacity shear capacity . . . d + s governs design . . . . check for column check for foundation detail 2 connection of brace detail 2 . flange connection connection August 4, 2003 William B. Throne Auburn Division Manager Pacific Northwest Region W BT1av CC: CITY OF TUKWILA an & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Mr. Jim Tracy C LEGACY TELECOMMUNICATIONS, INC. 4o 2 7108 Pioneer Way, Suite B Gig Harbor, WA 98335 4Lp geS RE: Special Inspections F <o M Springbrook Cline (SE 4017 -D) Tukwila, Washington Offices Serving The Western United States P toject - No -066 -03129 Permit No. 7103 =U97 Dear Mr. Tracy, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on July 25, 2003. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications, and the 1997 Uniform Building Code. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & AS S, INC. 1501 — 15t Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 03129 dh.duc Z �Z • QQ � J U 00 0 W= I— • w w 0 2 u I- Z = I— 0 Z ~ U 0 . O D O 1-- ui ti O w Z U = ' 0 ~ Z Krazax & Associates, GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: '7 PROJECT #: 0(04 -cs '2.129 PROJECT: 't 6a6 1't (i-s- - LOCATION: 1224 140004 VI— Pl4W KRAZAN PROJECT MANAGER 'IJr V To the best of my knowledge, the abo Superintendent /Representative: n tv 215 West Dakota Ave.. Clovis. CA 93612 4231 Foster Ave.. Bakersfield, CA 93308 1025 Lone Palm Ave. #8G, Modesto, CA 95351 545 Parrott St., San Jose, CA 95112 123 Commerce Circle, Sacramento, CA 95815 4221 Brickell St., Ontario, CA 91761 Inc. t�,,�• TrEs7•wG FIELD REPORT NO: 37761 CONTRACTOR : Gpt-1, JURISDICTION: az-r,/ (sP 7r /1W. PERMIT #: p ,3 O 9 7 INSPECTOR: G. .vp•C_ WEATHER: 'c7f1 4-s As f- [oNr x - RSO 8 ti - me Ca.•ry r e a- To PPAf c rg.._ me T wx1'H G i?c -rc ac f'y -=. ofzizo•) / AsvmsN? Fu ZD V EO. ec - Ts it cops cf 1..p.0 06(z. f NEv., g P c .6 s s („A 0-06o- o EP f.rS .zo.1 /‚4 CIH s '1'v .375 1/4 A t, L • '.rrSPEG - f r p 70 ADA: s ak a /i■ r•sc}4a -at s - s J s , • • (559) 348 -2200 (661) 633 -2200 (209)572-22(V (408) 271 -2200 (916) 564 -2200 (909) 974-4400 Bf vA tsCA- j372 F. ApoN6AD ,g Ar5mz2 ) WAS NOT performed in accordance with the approved plans, s tions, and regulatory requirements. hued for the esclu i r ,e Technician: 1501 -151 Suite 106, Auburn, WA 98002 2Q - ate Hwy 305 NE Suite 3C, Poulsbo, WA 98370 19501 -1441h Ave. NE #F -300. Woodinville, WA 98072 12816 NE 95th St. Suite B -100. Vancouver, WA 98682 TEMP: 72 °4 Revuion 0 Effective pate 8/I6/02 l h e Itu re nw� not lx ifyrudu'e 111 uty {ua)ul w0∎19 l 14„,wfAtcli yxltluy3wn of the petit and Ktnettt & Associates 5 14 ; ?Y s:rhr04';,.7,J..;'; .fCS�:.k ,i: j:'.: �,rr +:u+k :bAk s::s£�� • (253) 939 -2500 • (360) 598 -2126 • (425) 485 -5519 • (360) 254 -3200 ACTIVITY NUMBER: D03 -097 PROJECT NAME: T- MOBILE ROOFTOP ANTENNAS SITE ADDRESS: 1224/1226 ANDOVER PK E X Original Plan Submittal Response to Correction Letter # DATE: 03 -26 -03 Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: 'vision Buildin Puhlic�Worl i✓ 4 -o3 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO9TING: Please Route , L_J ,/ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions 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 COPY PLAN REVIEW /ROUTING SLIP 5lt) Av) 4Z o3 M,L� Atu 5 - Fire Prevention ❑ Planning Division [� Structural ❑ Permit Coordinator Incomplete ❑ Not Approved (attach comments) ❑ DUE DATE: 03 -27 -03 Not Applicable ❑ DUE DATE: 04 -24 -03 DATE: .t t:;4n,7 (41,;,„:34.),t �LH . tf4041 Pi. 4.41 :,a,,,w4g4; ;w t v e !a xvampt a •1 I)rJ' /.\I < I' OF I.AI3(M AND INI)USTIZll:S REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 BROOKTI044MW 07/24/2004 EFFECTIVE DATE 07/16/1996 BROOKSTONE TELECOM INC 27450 YNEZ RD STE 300 TEMECULA CA 92591 -4681 L-- ._.... -- I h•t;u h . \nil REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 BROOKTI044MW 07/24/2004 EFFECTIVE DATE 07/16/1996 BROOKSTONE TELECOM INC 27450 YNEZ RD STE 300 TEMECULA,-92: -468) • Issued by I)1T.M II AND INI)t'NTIflN v. WIIEN RECORDI!D RLTURNTO HR. AND HRS. AARON P. KLEIN 2445 - 74TH AVE. S.E. MERCER ISLAND, WA 98040 Dalcd: June 5. 1997 CHICAGO TITLE INSURANCE COMPANY STATUTORY WARRANTY DEED THE GRANTOR SEA -PORT INVESTMENTS, INC., an Oregon corporation, doing buslnose as Sea -Pot Invsatmonts, Inc., an Oregon corporation, by Surplus Factors, Inc., Rocolvor f � f 1 t:• for and in tonsldcraiion of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION AND AS PART OF AN I.R.C. SECTION 103] TAX - DEFERRED EXCHANGE in hand paid. conveys and warrants to AARON P. KLEIN AND ROSE I. KLEIN, HUSBAND AND WIFE the following described real e..latc situated in the County of KING State of Wa .hingtun: LtOAL DESCRIPTION AOBREVIATEDI A PORTION OF GOVERNMENT LOT 1, SECTION 35 -23 -4. TEE FULL LEGAL DESCRIPTION IS SET FORTH III EXHIBIT A, PAGE 2 OF THIS DOCUMENT, WHICH IS BY THIS REFERENCE WADE A PART HERETO. SUBJECT TO: EXCEPTIONS SET FORTH ON ATTACHED EXHIBIT "B" AND BY THIS REFERENCE MADE A PART HEREOF AS IF FULLY INCORPORATED HEREIN. OFFICIAL8EAL CHENTLit NOTARY Fue 0O i co1141E110fi t,O. Di3201 Ntr GOMN133lON WPALE LIMY 15,1109 J -4 PRINTED Et tcry c Ste tc -EQHt tnrl NOTARY • 7LIC IN AND FOR THE STATE OF OREGON RESIDING AT _ Tigard, Oregon HY CO:MMISSIONI EXPIRES 5/15/99 Tax Account Number: 352304- 9071 -03 IEA•PCST IiVtITItLNTZ, on Ortlan eorparet IY tur factoro,, Inc. I.,lr•r 8y: , s : 000476626 STATE OF OREGON COUNTY OF Multnomah ON THIS 5 DAY OF JUIIE, 1997, BEFORE HE, THE UNbERSICNED, A NOTARY PUBLIC IN AIID FOR THE STATE OF OREGON • DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED John Mitchell {y}q - " TO HE KNOWN TO DE THE Prerlidcnt Art17 --•-- of THE CORPORATION THAT EXECUTED THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED THE SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED Or SAID CORPORATION, FOR THE USES AHD PURPOSES THEREIN MENTIONED AND OH OATH STATE THAT he Is AUTHORIZED TO EXECUTE THE SAID INSTRUMENT AND THAT THE SEAL AFFIXED THERETO (IF ANY) IS THE CORPORATE SEAL OF SAID CORPORATION. III WITNESS WHEREOF, I HAVE HEREUNTO SET HY HAND AND AFFIXED BY OFFICIAL SE L THE DAY AND YEAR FIRST ABOVE WRITTEN. N..i7.1 +tWN E15400913 06/06/97 16030.00 i100000.00 1 to- D47 .11== +p'N'k•*4" ..., x ±IVA - ^"KS;t+i1 i • e ... ' 1� t • r I • j;1: � '1,• , {I I'�'::Ir1'1♦ ,.� r ,. ll . .. . , ' • �:.........IS•� i•• ,•:1 :<�s:•�,i� �t,i• ,.• 7 . . •::�. 1•: . CHICAGO TITLE INSURANCE COMPANY E'(HIDIT A LEGAL DESCRIPTION E crtwNIA: 476626 The land retorted to is situated is the Slate of Wallington, County of KIHa , and Is described a follows: THAT PORTION or O 1IRNr¢NT LoT 1, SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE ME ZDIAN, IS KING COUNTY, WASHINGTON, DESCRIBED AS vOLLOWS I 8L0INH2N0 $r 't HE NORTHEAST OORNER Or SAID SECTION 351 TREMOR NORTH 87'44'08" WEST ALOHO THE NORTH LIN* Or SAID SECTION 35 A DISTANCE Or 449,45 1LtT1 THSNCR BoUTH 01 NEST A DISTANCE Or 572.27 TRLT1 ?HSttCE BOOTH 88 0 08'11" EAST A DISTANCE Or 30.00 PEET To THE TRUE POINT Or SEGINNINO, TWEl1Ct CONTIMUXMO SOUTH 88.08'21" EAST A DISTANCE or 253.00 PEET: THENCE SOUTH 01 WEST A DISTANCE OF 172.83 rttT1 1'NL'NCE NORTH 88.08'21" HEST A DISTANCE OF 253.00 r6ET; THENCE NORTH 01'51 LAST A DISTANCE or 172.83 FEET TO THE TRUE POINT OF BEGINNING. U110%14)11111 1\\LKA\e'1 l IIMI•A\N °4.2 , .. . n.rm .b: • iv.a.4w%:y • SUBJECT TOr 1) EASEMENT AND THE TERMS AND CONDITIONS THEREOF: 2) EASEMENT AND THE TERNS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING HUMBER: RECORDED: EXHIBIT D tilwAraa WI I I \11 :R NCI :YINIPAN1 CHICAGO TITLE INSURANCE COMPANY Escrow No.: 476626 RESERVED RYt SAHMANISH COIUIERCIAL CO., INC., A CORPORATION PURPOSE: RAIL AND UTILITY PURPOSES AREA AFFECTED: THE EASTERLY 27 FEET RECORDED: JULY 12, 1967 RECORDING NUMOERI 6202295 CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD COMPANY, A WISCONSIN CORPORATION, THE OREGON— WASHIUOI'ON RAILROAD AND NAVIGATION COMPANY, AN ORF.Gltl CORPORATION, AND ITS LESSEE, UNION PACIFIC RAILROAD COMPANY, A UTAH CORPORATION THE RICHT TO INSTALL, MAINTAIN AND OPERATE STANDARD GAUGE RAILROAD TRACKS IN ACCORDANCE WITH A PLAN ADOPTED AS PART OF A RAILROAD SERVICE AGREEMENT FOR ANDOVER- PARK BETWEEN THE GRANTEES AND PUGET WESTERN, INC., A PREDECESSOR IN INTEREST TO Till GRANTOR, ENTERED INTO ON AUGUST 20, 1961 AN EASTERLY PORTION OF SAID PREMISES AND OTHER PROPERTY JULY 12, 1974 7/07120562 3) UIIOEROROUND UTILITY EASEMENT AND TOE TERMS AND CONDITIONS T1iEREOP: PURPOSE: ELECTRIC TRANSMISSION AHD /OH DISTRIBUTION SYSTEM AREA AFFECTED: A RIGHT OF WAY 10 FEET IN WIDTH hIAVInIC S FEET OF SUCH WIDTH Oil EACH SIDE OF THt CERTERLINE OF GRANTEE'S FACILITIES AS CONSTRUCTED OR TO HE CONSTRUCTED. EXTENDED OR RELOCATED, LYING WITHIN THE SOUTH 15 FEET OF TIIE WEST 100 FELT OF SAID PREMISES JANUARY 23, 1909 GRANTEE: PUGET SOUND POWER 4 LIGHT COMPANY, A WASIIINGTOII CORPORATION ........,.... v:..'. Li:....... iu i:: �s.:,:,' v:. �L•. a:: it :ti «;,ti: ":�,:CCf:.w'+h.:�.:'bw`Y � w 3i� iiµ' :;:;;• -: .:''wtY.d?5 ',yr.h'r uU ,tu:r LI4' 5) RECORDING NUMBER* RECORDED' RECORDED: RECORDING NURSER' RECORDED: RECORDING NURSER: CHICAGO TITLE INSURANCE COMPANY EXHIBIT 8 Escrow Nit,: 476626 (continued) CONTAINS COVENANT PROHIBITING STRUCTURES OVER SAID EASEMENT OR OTNER ACTIVITIES WHICH HIOHT ENDANGER THE UNDEROROUND SYSTEM, 4) COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN INSTRUMENT: RECORDED: FEBRUARY 28, 1961 RECORDING NUMBER/ 5256443 AMENDMENT AND /OR MODIFICATION OF SAID RESTRICTIONS: RECORDING NUMBER* 5332840 AMENDMENT AND /OR MODIFICATION OF SAID RESTRICTIONS: RECORDED: NOVEMBER 1, 1962 RECORDING NUMBER: 5500900 AMENDMENT AND /OR MODIFICATION OF SAID RESTRICTIONS' RECORDED* FEBRUARY 10, 1967 RECORDING NUHBIR' 6138154 AMENDMENT AND /OR MODIFICATION OF SAID RESTRICTIONS' RECORDED: FEBRUARY 10, 1967 RECORDING NUMBER: 6138155 COUNTERPARTS Or SAID AMENDMENIT /MODIFICATION WERE RECORDED UNDER RECORDING NUMBERS 6138156, 6130157, 6138158, 6138159, 6130160, 6138161, 6138162, 6138163, 6138164, 6138165, 6138166, 6130167, 6138168, 6130169, 6136170, 6138171, 6130172, 6130173, 6143022 AND 6108232. AMENDMENT AND /OR MODIFICATION or SAID RESTRICTIONS: AMENDMENT ACID /OR MODIFICATION OF SAID RESTRICTIONS' SAID AMENDMENT IS A RE- RECORDING RECORDING NUMBER 8703200329. GRAM:EtI PURPOSE: AREA AFFECTED; RECORDED: RECORDING NUMBER: 8901230722 SEPTEMBER 22, 1961 MAY 24, 1967 6180350 JUNE 6, 1994 9406061388 EASEMENT AND THE 'TERMS AND COt1DITIOtNS THEREBF* OF AMENDMENT RECORDED UNDER CITY OF TUKWIL.A PUBLIC OIbEMAi.K9 PORTION OF SAID PREHI6ES MARCH 13, 1997 9703130886 I 0 0 • • 7407120562 7/10/74 EASEMENT r. THIS INDENTURE, made this `+ 1974, between SN•1MAMISII COMMERCIAL CO., INC., a Washington cor- poration, hereinafter called "Grantor," and CHICAGO 'IILWAUKEEI, ST. PAUL AND PACIFIC RAILROAD COMPANY, a Wisconsin corporation, OREGON - WASHINGTON RAILROAD F. NAVIGATION COMPANY, an Oregon cor- poration, and its Lessee, UNION PACIFIC RAILROAD COMPANY, a Utah . corporation, hereinafter collectively called "Grantee ", That in consideration of the sum of One Dollar (S1.00) in hand paid by Grantee to Grantor, the receipt of which is hereby acknowledged, and the performance_by Grantee of the cove- nants hereinafter set forth, Grantor hereby grants, conveys and quitclaims unto Grantee, the right to install, maintain and oper- ate standard gauge railroad tracks in accordance with a plan adopted as part of a railroad service agreement for Andover Park between the G1.antees and Puget Western Inc., a predecessor in interest of the Grantor, entered into on August 20, 1961, along, over and across a right of way located on portions of Ser_tions 26 and 35, Township 23 North, Range 4 East, W.M., t'ie centerlines and widths of said easements being more particularly described as follows: Parcel 1: W feet in width having 27 feet of said width on each side of the following described centerline: day of t f Cont.. 90 DRAWING INDEX ID LUG" NO. DESCRIPTION REv. NO. A -1 A -2 COVER SHEET SPECIFICATIONS � � ,4 -3 SITE PLAN � 4-4 COMPOUND LMOUT � 4,-5 NORTH -I AND E4ST ELEVATIONS 1 442 SOUTHEAST COMPOUND ISOMETRIC 1 RF-1 RF DETAILS I � RF-2 RF DETAILS II � 5-1 CONCRETE FAD DETAILS 1 S -2 MISC. DETAILS 1 S -3 FENCING DETAILS 1 S -4 ALPHA AND GAMMA SECTOR ANTENNA 1 MOUNT DETAILS S -5 BETA SECTOR ANTENNA MOUNT DETAILS 1 S -6 EXISTING ROOF STRUCTURE PLAN 1 E -1 ELECTRICAL DETAILS I 1 E -2 ELECTRICAL DETAILS II 1 SEPARATE E-3 ELECTRICAL DETAILS III PERMIT AND �� APPROVAL REQUIRED E -4 GROUNDING DETAILS I 1 I E -5 GROUNDING DETAILS II 1 E Tl'i°IGAL GROUNDING CONNECTIONS 1 5U-1 SURVEY 1 APPROVAL LIST TITLE SIGNATURE DATE 'RF ENG NEER $= RCJEC' ''"ANAGER S'TE ACQ'tolSi''''. ZON `''ifs :OH TAC' PROF'ERTY OI. ER • 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 •201 - 11688 - 66T14 AVE SURREY, BC V3$ 1X1, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -6431 TOLL FREE: 1 -811- 345 -4045 EMAIL: ma i I •trican9.com WEB: Www.trken scorn PROJECT NO: 0 02 T ' -111A1 SUBMITTALS I MAR 20/03 ISSUED FOR BPXCST_ 0 MAR 12/03 ISSUED FOR REVIEW THE INFORMATION CONTAINED M THIS SET OF DOOtiMENT5 15 PROciRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER TWAN T -44T IJJNICW RELATES TO TUE CLIENT NAMED IS STRICTLY PR WIBITED_ COVER SWEET EET i 2 o3o97 Voke E S S S ! RINGBROOK/KLEIN SE4017D PROJECT SUMMARY SITE NUMBER: SI TE NAME: SITE ADDRESS: ASSESSOR'S PARCEL *: CURRENT ZONING: GOVERNING CODE: JURISDICTION: CONSTRUCTION TYPE: EXISTING BUILDING OCCUPANCY: PROPERTY OWNER: SITE ACQUISITION: ZONING CONTACT: PROJECT MANAGER: APPL ICANT: CONSULTANT: .eV�Y POLE e_ 7E‘.. CO SE4011D SPFc',I ROOK /CLE IN 1224/1226 ANDOVER PARK E TUKWILA, WA 981 S8 352304 90'1 TUKWILA URBAN CENTER (TUC) 1991 USG CITY OF TUKWILA III -1 HR SPRINKLERED F -2 ROSE I. KLEIN 2445 - 74T1-1 AVE MERCER ISLAND, WA 98040 BOB EVANS PI -ZONE: (42 5) 652-5121 JUSTIN ABBOTT PI -IONE : (2 06) 0 - 4+0 55 ALAN C1- IRISTOFFERSEN PHONE: (42 5) 273-0131 VO I CE S THE AM PGS I I I CORPORAT ION 19801 NORTH CREEK PKWY N SUITE 101 BOT - 4ELL, WA 4 38011 TRK ENGINEERING LTD. *201 - 11688 - 66T1-1 AVE , uRREY, B.C_ V35 lX1, CANADA TEL: (604)514-6432 FAX: (604) 5 '74 -6431 TOLL FREE: 1-81 EMAIL: "a7Ietrk.etne_com CONTACT: RANDY MARKS KDC ARCo- +!TEGTS - ENGINEERS, NEERS, P.G. 4630 200TH STET SW, SUITE K L N,,JOOD . WA 98036 1=1 -6ONE : (425) b - '0 - 8651 FAX: (425) 2 -c84 ' POSE CUE 5 • 117241S11311 ■-• ' • ►. eE, - r - - fry i' J : ' `�� �►� : ` iili 3 hF]l. A# sue" • FILE COPY ■ 1 unclonaand 1hat v Pim Check aoltsowiits are staged b era's and onsamons and approval of Owls dolt not autP n S dye vidtalo m of airy adopted coda or ordnance 10 c car. - rsator owl d approved plans acicrioallsdpaak CORPORATE DR UPLAND DR] MIDLAND DR TRILAND DR 5 180TH -I ST KEY PLAN N.T.S. E MINKLER BLVD » SAXON DR SEG4LE PARK DR 1 \ \\ i / / //// / --- --- 7;) \ \_ vOIGESTREAM SITE .4_ NAD 83 LAT. 41' 26' 35.6" LONG. 122' 15' 033" ■ DIRECTIONS FROM VOICESTREAM OFFICE (BOTNELL) GO SOUTH ON NORTH CREEK PAR<WAY TOWARDS NE 195TH STREET. TURN RIGHT ONTO NE 195T1-1 STREET. TAKE THE 1-405 SOUTH RAMP TOWARDS TO RENTON. MERGE ONTO 1 -405 SOUTI -I. TAKE THE EXIT WA -1S1 5/TUKWILA/W. VALLEY HIGHWAY (EXIT NUMBER 1). TURN RIGHT ONTO INTERURBAN AVENUE S. TURN SLIGHT RIGHT ONTO W VALLEY 1 - IWY/WA 181, TURN RIGI - 4T ONTO 5 1801-1 -1 STREET. MAKE A RIGHT ONTO ANDOVER PARK E. PROJECT DESCRIPTION THE PROJECT CONSISTS OF THE INSTALLATION OF PCS EQUIPMENT, CONCRETE PAD, AND CEDAR FENCE ON GRADE AND ANTENNAS MOUNTED ON THE ROOF OF AN EXISTING BUILD INC-s. THE ANTENNAS WILL BE SCREENED TO RESEMBLE VENT STACKS. HANDICAP REQUIREMENTS • INSTALLATION 15 UNMANNED AND NOT FOR 1 -IUMAN 1- HABITATION. HANDICAP ACCESS 15 NOT REQUIRED_ OTI -IER REQUIREMENTS INSTALLATION HAS NO PLUMBING OR PARKING_ CONTRACTOR SHALL CONTACT UTILITIES PRIOR TO ANY EXCAVATION. SEPARATE PERMIT REQUIRED FOR: V E:EC CIUUPaCAL TRICAL 0 PLUMBING ❑ GAS PIPING CITY OF 1UKIIIILA eNILOIIG DIVISION 2)0 -Oq7 i • it SUIBM I TTAL S RECEIVED C"TY OF TUKA'!.,.1 1 " , L R 2 �, 200 PERMi T CE!.TEti I MAR 20/03 15&E D FOR BP1C.rONST. e1 MAR 12/03 ISSUED FOR REVIEW GENERAL NOTES: L T3 -IESE NOTES SHALL APPLY TO ALL DRAWINGS WHEREIN THEY ARE REFERENCED UN.O. SPECIFIC NOTES ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE NOTES. 2. ALL CONSTRUCTION TO CONFORM TO UBC 1991, LOCAL BYLAWS AND ALL APPLICABLE STANDARDS. 3. THESE DRAWINGS SHOW THE COMPLETED PROJECT ONLY AND DO NOT INCLUDE COMPONENTS THAT MAY BE NECESSARY FOR CONSTRUCTION SAFETY. 4, THE GENERAL CONTRACTOR SHALL ENSURE THE STABILITY OF THE STRUCTURAL COMPONENTS AND THE STRUCTURE AS A WHOLE DURING ALL STAGES BY TEMPORARILY SUPPORTING AND BRACING AS NECESSARY UNTIL COMPLETION OF THE PROJECT. 5. THE USE OF THESE DRAWINGS IS STRICTLY LIMITED TO THE INSTRUCTION NOTED IN THE REVISION BLOCK OF THESE DRAWINGS AND SHALL BE USED FOR CONSTRUCTION ONLY UJI-EN THE DRAWING HAS BEEN "ISSUED FOR CONSTRUCTION". b. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE. 1. THE PROPOSED FACILITY IS UNMANNED AND IS NOT FOR HUMAN HABITAT. (NO HANDICAP ACCESS IS REQUIRED). S. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY VOICESTREAM TECI- INICIANS. 9. NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS PROPOSAL. 10. OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED. 11. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE THESE DRAWINGS AND APPLICABLE SECTIONS OF THE VOICESTREAM PROJECT TECHNICAL SPECIFICATION 0215 -2002 DATED MARCH 13, 2002, REVISION 0. IN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATIONS AND THE DRAWINGS, THE DRAWINGS GOVERN. 12. ALL REFERENCES TO SPECIFIC STANDARDS FOR THIS PROPOSAL ARE UNDERSTOOD TO BE THE LATEST VERSION_ 13. THE TENDERER MUST UNDERGO A SITE VISIT TO CAREFULLY EXAMINE AND UNDERSTAND THE SCOPE OF THE WORK REQUIRED BEFORE BID SUBMISSION. NO COMPENSATION IN ANY FORM WILL BE PAID FOR EXPENSES RESULTING FROM FAILURE TO DO SO. 14. TRK ENGINEERING LTD. RESERVES THE RIGHT TO RELOCATE ANY EQUIPMENT WITHIN loft. OF THE LOCATION SPECIFIED ON THESE DRAWINGS PRIOR TO INSTALLATION BY THE CONTRACTOR. 15_ IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY TRK ENGINEERING LTD. 16. CONTRACTOR 15 RESPONSIBLE FOR FIELD MEASUREMENTS TO CONF I RI 1 LENGTI -4S OF CABLE TRAYS, ELECTRICAL LINES, AND ANTENNA CABLES. 11. ROUTING OF ALL CONDUITS, CABLES, CABLE TRAY, ETC. IS INDICATED AS PROPOSED LOCATIONS ONLY. CONFIRI - 1 THE EXACT ROUTING WITH THE ON -SITE CONSTRUCTION MANAGER PRIOR TO THE START OF WORK. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ROOF MEMBRANE DURING CONSTRUCTION OF SITE. ALL DAMAGE SHALL BE REPAIRED TO AS NEW CONDITION IN ACCORDANCE WITH CHAPTER 15' UBC 1991. 19. ALL DAMAGE OR OPENING UP OF THE EXISTING STRUCTURE MUST BE MADE GOOD TO THE PRE-CONSTRUCTION CONDITION OR BETTER 20. INSPECTION OF COMPLETED WORK IS REQUIRED BEFORE COVERING UP. PROVIDE MINIMUM 24 HOURS NOTICE. 21_ REMOVE AND CLEAN UP ANY DEBRIS OR MATERIAL FROM THE SITE THROUGHOUT THE DURATION OF THE CONTRACT ON A DAILY BA515 AND UPON COMPLETION OF THE WORK AS DIRECTED BY CONSTRUCTION MANAGER 22. OBTAIN AND PAY FOR ALL ELECTRICAL PERMITS AND INSPECTIONS REQUIRED FOR COMPLETION OF WOW AND ACCEPTANCE. PROVIDE CERTIFICATES TO THE CONSTRUCTION MANAGER VERIFYING THAT THE WORK CONFORMS TO THE REQUIREMENTS OF ALL CODES AND AUTHORITIES HAVING JURISDICTION. 23. NO DEVIATIONS FROM DESIGN SWODUN ON THESE DRAWINGS IS ALLOWED, WITHOUT WRITTEN APPROVAL FROM TRK ENGINEERING LTD. FAILURE TO OBSERVE THIS RULE MAY RESULT IN CONTRACTOR CORRECTING THE INSTALLATION AT THEIR EXPENSE. 1 DESIGN CRITERIA: THE STRUCTURAL DESIGN OF THIS BUILDING IS IN ACCORDANCE WITH THE UNIFORM BUILDING CODE 1991. 2. pE5IGN LOADS: DESIGN DATA FOR TUKWILA, WA: -SNOW LOAD 25 per -BASIC WIND SPEED 80.0 mph -WIND EXPOSURE - SEISMIC ZONE 3 CONCRETE NOTES: 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI -318. 2. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH UBC 1991 SECTION 1905 AND AC1 301. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS. TYPE OF CONSTRUCTION 28 DAY STRENGTHS W/C MINIMUM CEMENT (f'c) RATIO CONTENT PER CUBIC YARD A. SLABS ON GRADE 2,500 PSI < .45 5 1/2 SACKS TOPPING SLABS 3,000 P51 < .45 5 1/2 SACKS SLABS ON METAL DECK 3000 PSI < .45 5 1/2 SACKS STAIR LANDINGS AND TREADS 3,000 PSI < .45 5 1/2 SACKS B. FOUNDATION WALLS 4,000 PSI < .45 CEMENT SHALL BE ASTM C150, PORTLAND CEMENT TYPE 11 UN.O. 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE METHODS AND PROCEDURES OF CONCRETE PLACEMENT. 6 1/2 SACKS 4. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR - ENTRAINED WITH AN AIR - ENTRAINING AGENT CONFORMING TO ASTM 0260, C494, 0618, C989 AND C1011. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLES I9 -A -1 OF THE UBC 1991_ 5. RE INFORC ING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT Sl), GRADE 60, fy =60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, fy =40,000 PSI. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A106. REINFORCING COMPLYING WITH ASTM A615(51) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. D14 ARE SUBMITTED. 6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACl 315 AND 318_ LAP ALL CONTINUOUS REINFORCEMENT AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2I-0". PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CC. IER BARS AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2' -0 ". LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. '1. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A -185_ 8_ SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM 4615, GRADE 60, fy = b0,000 PSI. 9. NO BARS PARTIALLY EMBEDDED N HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY TRK ENGINEERING LTD. 10. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: - FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE 3" - FORMED SURFACE5 EXPOSED ("I6 BARS OR LAR sERJ 2" TO EARTH OR WEATHER 05 BARS OR SMALLER) 1 v2" - SLABS AND WALLS (INTERIOR FACE) 3/4" 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS_ 12. ANCHOR BOLTS TO CONFORM TO ASTM A301. 13. NON- SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE 4.000 P5I M M IMUM. 14. ALL ADHESIVE ANCHORS TO BE H ILT I BRAND. ADHESIVE ANCHORS REQUIRE TESTING TO CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER STRUCTURAL STEEL NOTES: I. SHOP DRAWINGS FOR ALL STRUCTURAL STEEL SHALL BE SUBMITTED TO TRK ENGINEERING LTD. FOR REVIEW PRIOR TO FABRICATION. 2. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING FIELD WELDING, HIGH STRENGTH FIELD BOLTING, EXPANSION BOLTS, AND THREADED EXPANSION ANCHORS) SHALL BE BASED ON THE A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS,'LATESt EDITION. SUPERVISION SHALL BE IN ACCORDANCE WITH SECTION 1101 OF THE UBC 1991, BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ENGINEER. THE ENGINEER SHALL BE FURNISHED WITH A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS. 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: TYPE OF MEMBER A. PLATES, SHAPES, ANGLES, AND RODS B. SPECIAL SHAPES AND PLATES C. PIPE COLUMNS D. STRUCTURAL TUBING E. ANCHOR BOLTS F. CONNECTION BOLTS ASTM 43b, F 3bKSI ASTM A512, F 50 KSI ASTM A53, F9 35 KSI ASTM A500, Fy 46 KSI ASTM 4301 ASTM A325 TWIST - OFF -TYPE 4. ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER Al23 /4I23M- 91ae1, UN.O. 5. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND AWS STANDARDS AND SHALL BE PERFORMED BY Wd►.B.O. CERTIFIED WELDERS USING E10 XX ELECTRODES. ONLY PREQUALIFIED WELDS (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 PERFORMED USING E10XX ELECTRODES. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. b. ALL WELDS TO BE MINIMUM 1/4" FILLET UNLESS NOTED OTHERWISE (UN.O.). 1. COLD- FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND GAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES INDICATED. ALL COLD - FORMED STEEL FRAMING SHALL CONFORM TO TI-4E 4.1.5.5. "SPECIFICATION FOR THE DESIGN OF COLD - FORMED STEEL STRUCTURAL MEMBERS." 8_ BOLTED CONNECTIONS SHALL USE BEARING TYPE A5111 A325 BOLTS (3/4" DIA) AND SHALL HAVE A MINIMUM OF TWO BOLTS, UN.O. 9. NON - STRUCTURAL BOLTED CONNECTIONS FOR STEEL GRATING SHALL USE BEARING TYPE ASTM 4301 BOLTS (5/8" DIA) UN.O. 10, ALL STEEL WORK SHALL BE PANTED IN ACCORDANCE WITH THE DESIGN t CONSTRUCTION SPECIFICATION AND IN ACCORDANCE WITH SSPC (STEEL STRUCTURES PAINTING COUNCIL) RECOMMENDED FOR EXTERIOR EXPOSURE. 11. TOUCH UP ALL FIELD DRILLING AND WELDING WITH 2 COATS OF GALVACON (ZINC RICH PAINT) OR APPROVED EQUAL_ • r. FIEERGL4SS NOTES: I. ALL FIBERGLASS REINFORCED POLYMER (FRP) COMPOSITE PRODUCTS SHALL BE IN ACCORDANCE WITH ASTM E 84 TUNNEL TEST METHOD AND UBC 1991, CLASS I, FLAME SPREAD RATING OF 25 OR LESS AND A SMOKE DENSITY DEVELOPED RATING OF 450 OR LESS. FRP PANELS ARE TO BE UV RESISTANT FOR EXTERIOR EXPOSURE AND MUST BE RF TRANSPARENT TO ALLOW UNIMPEDED ANTENNA SIGNAL PROPAGATION. 2. THE MATERIAL SPECIFIED SHALL BE FURNISHED BY A REPUTABLE AND QUALIFIED MANUFACTURER OF DEMONSTRATED ABILITY LIMO HAS ROUTINELY ENGAGED IN THE MANUFACTURE OF FRP COMPOSITES. SUBSTITUTION OF ANY COMPONENT OR MODIFICATION OF SYSTEM SHALL BE MADE ONLY WHEN APPROVED BY IRK ENGINEERING LTD. 3. ALL FASTENING HARDWARE TO BE STAINLESS STEEL UNLESS NOTED OTHERWISE, MN. OF b" 0 /C. 4. COLOR OF FIBERGLASS TO BE GALVANIZED GRAY. MANUFACTURER TO PROVIDE A COLOR SAMPLE TO THE CONSTRUCTION MANAGER AND LANDLORD FOR APPROVAL PRIOR TO FABRICATION. 5. PROVIDE 3 SETS OF SHOP DRAWINGS FOR APPROVAL BY TRK ENGINEERING LTD. 14 DAYS PRIOR TO FABRICATION. 6. MANUFACTURER'S CATALOG OF ALL PRODUCT DATA SHALL BE SUBMITTED ALONG WITH SWOP DRAWINGS. WOOD' NOTES: I. ALL WOOD CONSTRUCTION SHALL BE IN ACCORDANCE WITI -4 CHAPTER 23 OF THE UBC 1991. ALL WOOD 51-4ALL BE FREE OF INCISING AND /OR STRENGTH REDUCING CHEMICALS AND ALL 2" LUMBER SHALL BE KILN DRIED. PLYWOOD SHALL BE DOUGLAS FIR - LARCI -4 STRUCTURAL GRADE CONFORMING TO UBC STANDARDS 23 -2 AND 23 -3. PANEL SIZE SHALL BE 4' - 0 "x8' -0" 3. ALL FRAMING MEMBERS SHALL BE DOUGLAS FIR -LARCH NO.1/NO2 GRADE CONFORMING TO UBC STANDARD 23-1. 4. STEEL HARDWARE SHALL BE ASTM A36 OR BETTER. BOLTS SHALL BE ASTM A301. ALL NAILS, BOLTS AND WASHERS EXPOSED TO WEATHER SHALL BE GALVANIZED_ 5. ALL WOOD AND PLYWOOD IN CONTACT WITH ROOFING MEMBRANE TO BE PRESSURE TREATED. 9 03-09 9 11 1 4510 6 /NSL I I I 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 ENGINEERING '201 - 11688 - 66TH AVE SURREY, BC V35 1XI, CANADA TEL: (604) 514 -6432 FAX: (604) 514 - 6431 TOLL FREE: 1 811 - 345 - 4045 EMAIL: ma I I•trkengcom WEB: www.trkang.com PROJECT NO: 0215 -111 i DRAM BY i C+aECKED BY: FM i CAD FILE: 02/5 -111A2 i THE INFORMATION CONTAINED IN T1-415 SET OF DOCUMENTS I5 PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN Te-4AT WHIG RELATES TO THE GL TENT NAMED 15 STRIC' LY PRO61IBI TED. S'E 5PRfNGBROQKA(LE IN (5E4DI1D) 1224 ANDOVER P.:LW E DWI L A WA =38 SPEC FI CAT IC S A -2 I w/ R E L E S 9 19847 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 X101 - 11688 - 66TH AVE SURREY, EC V35 1XI, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -6431 TOLL FREE: 1 -811- 345 -4045 EMAIL: Ina 1 I itrke m ng.co I PRoJECT WEB: www.trk,eng.com No: 02'15 -11I 0225 -1tIA3 SLLE N1ITTALS RECEr: ,, ,D DFRMIT 0lwh',-. 1 MAR 20/03 'swim FOR DP./C W. 0 MAR '.2103 1561E FQlQ REVIEW THE MFORMATION CONTAINED IN T6115 SET OF DOCLFIENTS 15 PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAh"ED 15 STRICTLY PROHIBITED_ LEGAL DESCRIPTION PER FIDELITY NATIONAL TITLE COMPANY OF WASHINGTON ORDER NO. 1024023 DATED OCTOBER 20, 2000 THAT PORTION OF GOVERNMENT LOT 1, SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING= COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SECTION 35; THENCE NORTH 81'44'08" WEST ALONG THE NORTH LINE OF SAID SECTION 35 A DISTANCE OF 449.48 FEET; THENCE SOUTH 01'51'39" WEST A DISTANCE OF 512.21 FEET; THENCE SOUTH 88 EAST A DISTANCE OF 30.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 88'08'21" EAST A DISTANCE OF 253.00 FEET; THENCE SOUTH 01'51'39" WEST A DISTANCE OF 112.83 FEET; THENCE NORTH 88'08'21" WEST A DISTANCE OF 253.00 FEET; THENCE NORTH 01'51'39" EAST A DISTANCE OF 112.83 FEET TO THE TRUE POINT OF BEGINNING. SITUATE IN THE COUNTY OF KINGS STATE OF WASHINGTON. EASEMENTS PER FIDELITY NATIONAL TITLE COMPANY OF WASHINGTON ORDER Na 1024023 DATED OCTOBER 20, 2000 EASEMENT AND CONDITIONS CONTAINED THEREIN UNDER RECORDING NO. 62022'95 TO SAMMAMI SH COMMERCIAL CO., INC., FOR RAIL AND UTILITY EASEMENT AND CONDITIONS CONTAINED THEREIN UNDER RECORDING NO. 1401120562 TO CHICAGO, MILWAUKEE, 5T. PAUL AND PACIFIC RAILROAD COMPANY FOR THE RIGHT TO INSTALL, MAINTAIN AND OPERATE RAILROAD TRACKS EASEMENT AND CONDITIONS CONTAINED THEREIN UNDER RECORDING NO. 89001230122 TO PUGET SOUND POWER AND LIGHT CO. FOR ELECTRIC TRANSMISSION AND /OR DISTRIBUTION SYSTEM TOPOGRAPHIC SURVEY NOTES SITE NUMBER: SITE NAME: SITE ADDRESS: OWNERS NAME: CONTACT NAME: OWNERS ADDRESS: PHONE: TAX PARCEL ID: TAX LOT SI TAX LOT 12 5E401 SPRINCsBROOK/KLE IN 1224/1226 ANDOVER PARK E. TUKWILA, WA. 98188 ROSE I. KLEIN ROSE I. KLEIN 1224/1226 ANDOVER PARK E. TUKWILA, WA. 98188 UNKOWN 352304W TAX LOT 84 0 1 cf) f a TAX LOT 15 588 " 253.00' TAX LOT 11 N 88'08 W 253.00 TAX LOT I T , e►X.G •9 01..4C E C T`r Or T; KWIL A (KING ' ASSESSORS A Xp /ATE SOUNDARY PLAN 4- 4ORIZONTAL CONTROL BASIS OF POSITION FOUND MONUMENT IN CASE IN ANDOVER PARK EAST AND ON THE NORTH LINE OF SEC 35, TWP 23 N, RGE 4 E NORTH 5011,16 FEET, EAST 4550.80 FEET ASSUMED COORDINATE SYSTEM BASIS OF BEARINGS SAID FOUND MONUMENT IN CASE AND A REBAR AND CAP AT THE NORTHEAST CORNER OF THAT CERTAIN RECORD OF SURVEY RECORDED UNDER RECORDING NO. 940104900/ CENTEER OF SITE N 448122 E 418981 ASSUMED COORDINATE SYSTEM SCALED GEOGRAPHIC POSITION FROM U.S.G.S. QUAD MAP 1983 NORTH AMERICAN DATUM LAT.: 41' 26' 35.6" NORTH LONG.: 122' 15' 033" WEST ELEVATION = 23' (EXISTING GROUND ELEVATION AT NORTHWEST CORNER BUILDING) NATIONAL GEODETIC VERTICAL DATUM OF 1929 LOT "D" 4 LOT "A" W 0 fi 30' -0" -- 4 - VOICESTREAM QUAD -POL ANTENNA ANTENNA MOUNT CAU FIBERGLASS SCREENING, REFER TO S -4 FOR DETAILS EXISTING PIPING EXISTING ROOF VENT, TYP, EXISTING MECHANICAL UNIT, TYP. VOICESTREAM QUAD -POL A'4TEt+ A EXISTING CONTOUR 1 LINE, TYP. EXISTING ASPHALT PARKING LOT 1 15'-�" L EASEMENT ' I - �• ---1 • s 'GAMMA SECTOR AZIMUTH 240' ,11 11 1 r gfr 1 • . . \ I -- -�-- a U.S.G.S. QUADRANGLE RENTON, WASHINGTON SCALE 1:25 ,000 METRIC 15 XI5 MINUTE SERIES TOPOGRAPHIC YEAR - 1583 MAGNETIC DECLINATION 20 1/2" EAST VERTICAL DATUM NATIONAL GEODETIC VERTICAL DATUM OF 1929 CONTOUR INTERVAL 1 FOOT QU I PMENT EMPLOYED TOPCON 2110 ELECTRONIC TOTAL STATION AND A MAGELLAN GP5315 HANDHELD GPS UNIT S URVEYOIR'S NOTES: I. THIS TOPOGRAPHIC SURVEY DOES NOT REPRESENT AN ACTUAL BOUNDARY SURVEY. 59' -1 "f 59' -1 "t % \ 1' 1 � i \ • .1 a► : -�,-,� _ !� ' ` ' , ter-,' AGE. 3CA >440j•5 39 X33' r L ' 1 - EXISTING - LINE, TYP f ' .. EXISTING LINE, TYP / \ - y PROPERTY SETBACK ALPHA SE CTOR ` , _ , 4 AZIMUTH 0' _ 1 . 1\ I • B. CUT EXISTING SLEEPER IF REQUIRED EXISTING WOODEN BEAJNS BELOW, TYP. a EXt5T1 PIPING C J AN- is,„ ... ,._ 1` �.. a • SITE UJORK GENERAL NOTES: I. CONTRACTOR TO CONTACT ALL UTILITIES FOR LOCATION OF UNDERGROUND SERVICES. SERVICE LOCATIONS TO BE CONFIRTIED PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, AND CONDITIONS PRIOR TO COMMENCING ING ANY WORK. ALL DIMENSIONS OF EX 1ST ING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS (AT CONTRACTOR'S EXPENSE). EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. THE WORKING CREW SI.4ALL HAVE PRIOR SAFETY TRAINING THAT INCLUDES BUT IS NOT LIMITED TO: A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY TRENCHING 4 EXCAVATION. 4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE 51-IALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 5. ALL EXISTING INACTIVE SEWER WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND /OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF ENGINEERING, OUNER AND /OR LOCAL UTILITIES (AT CONTRACTOR'S EXPENSE). 6. WHEN CONSTRUCTION IS COMPLETE, ALL DISTURBED AREAS ARE TO BE REINSTATED TO PRE - CONSTRUCTION CONDITIONS. e if 4 , T -er .' 4 $ EXISTING BUILDING EXISTING ASPHALT PARKING LOT [ d C ExISTIN Cs AGG£55 ROADI E TSTWG GRASS AI4EA • SITE PLAN 0 Th . 08'082" IL 253/0@' . EX' 7/ING eWLDING 5 88•08'21" E 253.00' l � !DC!STNCs omilDING a 0 0 0 dr- ASE. 30' 0 0 a NOTES: 1. SITE PLAN INFORMATION WAS OBTAINED FROM A SURVEY PREPARED BY KDC ARCHITECTS, DATED JAN 02/2003. 2. POST RF WARNING SIGN AT ALL ROOFTOP ACCESS POINTS AND EQUIPMENT. 3. EQUIPMENT TO BE LOCKED AND ACCESSIBLE TO AUTHORIZED PERSONNEL ONLY. 4. CONTRACTOR 54 -TALL BE RESPONSIBLE FOR PROTECTION OF ROOF MEMBRANE DURING CONSTRUCTION. ALL DAMAGE SHALL BE REPAIRED TO AS NEW CONDITION IN ACCORDANCE WITH STANDARD ROOFING PRACTICES. • 1 1.r-_ .t d.. 1 r , -� X I' :16' -9" r EXISTING ASPHALT LANE �6 _e 4 � r 1 ao W W ie W W 2T-0" ASEMEN 41' -4 4- E911 ANTENNA LOCATIONS T.E.D. ANTENNA MOUNT C/W FIBERGLASS SCREENING, REFER TO 5 -5 FOR DETAILS vO'CESTREAM QUAD -POL ANTENNA L ..... .„,„ ... 4., BETA SECTOR ' AZIMUTH 120• I ,. 1 1 1 AGE_ 3C5 1 1 M ) 1 ...r I • -- - --I a O 947 N EXISTING GRASS AREA VOICESTREAM 11' -0 "x18' -0" LEASE AREA, REFER TO A -4 FOR COMPOUND LAYOUT APPROXIMATE LOCATION OF EXISTING CATCH BASIN GRASS AREA pi to 1 N EQUIPMENT L INEUP: A -SITE SUPPORT (EXTRA TALK) CABINET (8821bs) B.-NOKIA ULTRASITE CABINET (8•51bs) C- FUTURE NOKIA ULTRASITE CABINET (845Ibs) D- FUTURE UMTS WCDMA (8451b5) 12" CABLE TRAY C RQoF �..) vOICESTREAM 5 -2 S GPs ANTENNA 18" CABLE TRAY F : XED ROCc ACCESS LADDER LADDER MUST BE EQU' D "«» A SAFE'"( CLIMBING DEVICE. REFER - 0 NOTE 2. '*"''A UFACTIJRER TO PROVE SEC.+RT^' CCVER TO 'PREVENT tssiA rni4 JR'ZE ACCESS 2' -0" F-11 1/4' VOICESTREAM ELECTRICAL EQUIPMENT 24" CABLE TRAY -0' itom CEDAR SCE. REFER "C 5 -3 FOR DE'd►'L5 law *r -d" �1 1 2 I 1 I 2% SLOPE C A 2% SLOPE 10 -0' r 11' - COMPOUND LAYOUT WASHED STONE COMPOUND SURFACE SLOPED AT 2% TO PROVIDE POSITIVE DRAINAGE • I I I I I I I I I I 11' -0" x 18' -0" vOICESTREAM LEASE AREA C EXISTNG D VO ICESTRE EQUIPMENT \ \ J a 10 -0'x'S -0' - E EGXijP"EtiT •AD. 'REFER - o 5- - =OR DETA COQ :REM BOLO ARD ,Og a 4b _ 0.. 11" • i EXISTING ASPHALT LANE 4 -0 CEDAR SONS C':ATE E el ANTENNA LOCATIONS T.B.D. i p 091 EX'S"-NG C3WE OCIGAP C - _A AA. ° BE ' ANC REgs..AGED 8" OF , CC AC GRANULAR 'S" ""A 'ER At`. OR °"" R'." % TO A DEFir"«4 4" BELOW =DISHED GRADE "" R 1 `0 C.OMPO 1c7 91.114FACAIG �40 2 ANC 3 N.T.S. NOTES: 1 EQUIPMENT TO BE LOCKED AND ACCESSIBLE TO AUTHORIZED PERSONNEL ONLY. 2. LADDER SUPPLIER OR APPROVED EQUAL: COMPOUND SUFACtNC NOTES: 1. CONTRACTOR TO CONTACT ALL UTILITIES FOR LOCATION OF UNDERGROUND SERVICES. SERVICE LOCATIONS TO BE CONFIRMED PRIOR TO CONSTRUCTION. 2. REMOVE UNSUITABLE OR DELETERIOUS MATERIAL AS REQUIRED_ COMPACT UNDERLYING SOIL TO 90% OF MAXIMUM DRY DENSITY. REPLACE REMOVED SOIL WITH 8" LIFTS OF GRANULAR "5" MATERIAL TO A DEPTH OF 4" BELOW PROPOSED GRADE, COMPACT TO MN. 95% OF MAXIMUM DRY DENSITY, ALL COMPACTION SHALL BE IN ACCORDANCE WITH ASTM D 1551 METHOD D. REVIEW WITH PROJECT MANAGER AND GEOTECH PRIOR TO CONSTRUCTION. 3. SUB -BASE COURSE OF GRANULAR "5" MATERIAL SHALL CONSIST OF CRUS4 -4ED STONE OR GRAVEL, FREE FROM VEGETATION AND OTI -$ER DELETERIOUS SUBSTANCES. MATERIAL TO BE UNIFORMLY MIXED AND COMPACTED READILY UNDER WATERING AND ROLLING TO FOR 1 A FIRM STABLE BASE. GRADATION AS FOLLOWS: PERCENTAGE PASSING SIEVE SIZES (BY WEIGHT) 100% 2 1/2" 9014-100% •4 40%-90% •200 0% -25% 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 TI- ROUGI -1 *4 SIEVE, COMPACT TO ( 38% OF MAXIMUM DRY DENSITY. 5. PROVIDE DEWITT PRO -5 (5 MIL) WEED BARRIER UNDER WASHED CRUSI -1ED STONE COMPOUND UNLESS NOTED OTHERWISE. 6. PROVIDE 4" LAYER OF 3/4" WASHED CRU51 -1ED STONE WITI -I NO FINES ON FILTER FABRIC_ WARNIN 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 -- 832 -6662 NOTE: WARNING SIGNS SHALL I-IAvE YELLOW AS THE PREDd`11NA14T COLOR, BLACK UPPER PANEL AND THE LOLLER YELLOW PANEL FOR ADDITIONAL SIGN WORDING:_ BLACK LETTERING SHALL BE USED FOR ADDITIONAL WORDING. WARNING LABEL TO BE POSTED AT EVERY ACCESS PONT TO ROOFTOP. WARNING SIGN DETAILS 4 . • SECTION 3i4 C ECISION Ladders, LLC 5121 SUPERIOR DRIVE MORRISTOU.N, TN 31514 PHONE: (423) 586 -2265 FAX: (423) 586 - 2091 3" 'REFER TO CGx FENCE POST SI.JRFACrNG NOTE 5 ✓ ▪ 4 • a } a _ — BLACK BACKGROUND YELLOW LETTERING T.O. UJA~SWED CRUS4 -+ED STOP_ REFER TO COMPOUND SURFACING NOTE YELLOW BACKGROUND BLACK LETTERING OF GRANULAR • A' MATER! AL DER TO NOTE L an, of rffitillUk 0 N p4 l s • • W/ R E L E S 1 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 ENGINEERING 6 201 - 11688 - 661I.4 AVE SURREY, BC V35 1XI, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -6431 TOLL FREE: 1 -S11- 345 -4045 EMAIL: ma 11 atrk.Rsng�vm WEB: www_trk,eng.com PROJECT NO: 0275 -111 i DRAWN E!'Y: i CHECKED BY: Fri i GAD FILE: 0215 -I1IA4 i THE IT•FORMATION CONTAINED RV THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE- ANY USE OR D I SCLOSURE OTHER T+4AN TI4AT U)4ICH RELATES TO THE CL I ENT NAA"tL) 15 STRI CTL PROHIBITED. SPRINGBROOK/KLE N (5E4jlD ) 1224 �A ANDOVER PAR < E " VKJ' L .4. WA was CalPOUND IL AYOUT A -4 SU5M I TTALS RECErIED err OF T-;roAril a : R 2 , PERMIT CENTE;- I 20/03 15$ ED FORS JGC. INST. 0 MAR c2/03 ISSUED FOR REVIEW N EQUIPMENT L INEUP: A -SITE SUPPORT (EXTRA TALK) CABINET (8821bs) B.-NOKIA ULTRASITE CABINET (8•51bs) C- FUTURE NOKIA ULTRASITE CABINET (845Ibs) D- FUTURE UMTS WCDMA (8451b5) 12" CABLE TRAY C RQoF �..) vOICESTREAM 5 -2 S GPs ANTENNA 18" CABLE TRAY F : XED ROCc ACCESS LADDER LADDER MUST BE EQU' D "«» A SAFE'"( CLIMBING DEVICE. REFER - 0 NOTE 2. '*"''A UFACTIJRER TO PROVE SEC.+RT^' CCVER TO 'PREVENT tssiA rni4 JR'ZE ACCESS 2' -0" F-11 1/4' VOICESTREAM ELECTRICAL EQUIPMENT 24" CABLE TRAY -0' itom CEDAR SCE. REFER "C 5 -3 FOR DE'd►'L5 law *r -d" �1 1 2 I 1 I 2% SLOPE C A 2% SLOPE 10 -0' r 11' - COMPOUND LAYOUT WASHED STONE COMPOUND SURFACE SLOPED AT 2% TO PROVIDE POSITIVE DRAINAGE • I I I I I I I I I I 11' -0" x 18' -0" vOICESTREAM LEASE AREA C EXISTNG D VO ICESTRE EQUIPMENT \ \ J a 10 -0'x'S -0' - E EGXijP"EtiT •AD. 'REFER - o 5- - =OR DETA COQ :REM BOLO ARD ,Og a 4b _ 0.. 11" • i EXISTING ASPHALT LANE 4 -0 CEDAR SONS C':ATE E el ANTENNA LOCATIONS T.B.D. i p 091 EX'S"-NG C3WE OCIGAP C - _A AA. ° BE ' ANC REgs..AGED 8" OF , CC AC GRANULAR 'S" ""A 'ER At`. OR °"" R'." % TO A DEFir"«4 4" BELOW =DISHED GRADE "" R 1 `0 C.OMPO 1c7 91.114FACAIG �40 2 ANC 3 N.T.S. NOTES: 1 EQUIPMENT TO BE LOCKED AND ACCESSIBLE TO AUTHORIZED PERSONNEL ONLY. 2. LADDER SUPPLIER OR APPROVED EQUAL: COMPOUND SUFACtNC NOTES: 1. CONTRACTOR TO CONTACT ALL UTILITIES FOR LOCATION OF UNDERGROUND SERVICES. SERVICE LOCATIONS TO BE CONFIRMED PRIOR TO CONSTRUCTION. 2. REMOVE UNSUITABLE OR DELETERIOUS MATERIAL AS REQUIRED_ COMPACT UNDERLYING SOIL TO 90% OF MAXIMUM DRY DENSITY. REPLACE REMOVED SOIL WITH 8" LIFTS OF GRANULAR "5" MATERIAL TO A DEPTH OF 4" BELOW PROPOSED GRADE, COMPACT TO MN. 95% OF MAXIMUM DRY DENSITY, ALL COMPACTION SHALL BE IN ACCORDANCE WITH ASTM D 1551 METHOD D. REVIEW WITH PROJECT MANAGER AND GEOTECH PRIOR TO CONSTRUCTION. 3. SUB -BASE COURSE OF GRANULAR "5" MATERIAL SHALL CONSIST OF CRUS4 -4ED STONE OR GRAVEL, FREE FROM VEGETATION AND OTI -$ER DELETERIOUS SUBSTANCES. MATERIAL TO BE UNIFORMLY MIXED AND COMPACTED READILY UNDER WATERING AND ROLLING TO FOR 1 A FIRM STABLE BASE. GRADATION AS FOLLOWS: PERCENTAGE PASSING SIEVE SIZES (BY WEIGHT) 100% 2 1/2" 9014-100% •4 40%-90% •200 0% -25% 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 TI- ROUGI -1 *4 SIEVE, COMPACT TO ( 38% OF MAXIMUM DRY DENSITY. 5. PROVIDE DEWITT PRO -5 (5 MIL) WEED BARRIER UNDER WASHED CRUSI -1ED STONE COMPOUND UNLESS NOTED OTHERWISE. 6. PROVIDE 4" LAYER OF 3/4" WASHED CRU51 -1ED STONE WITI -I NO FINES ON FILTER FABRIC_ WARNIN 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 -- 832 -6662 NOTE: WARNING SIGNS SHALL I-IAvE YELLOW AS THE PREDd`11NA14T COLOR, BLACK UPPER PANEL AND THE LOLLER YELLOW PANEL FOR ADDITIONAL SIGN WORDING:_ BLACK LETTERING SHALL BE USED FOR ADDITIONAL WORDING. WARNING LABEL TO BE POSTED AT EVERY ACCESS PONT TO ROOFTOP. WARNING SIGN DETAILS 4 . • SECTION 3i4 C ECISION Ladders, LLC 5121 SUPERIOR DRIVE MORRISTOU.N, TN 31514 PHONE: (423) 586 -2265 FAX: (423) 586 - 2091 3" 'REFER TO CGx FENCE POST SI.JRFACrNG NOTE 5 ✓ ▪ 4 • a } a _ — BLACK BACKGROUND YELLOW LETTERING T.O. UJA~SWED CRUS4 -+ED STOP_ REFER TO COMPOUND SURFACING NOTE YELLOW BACKGROUND BLACK LETTERING OF GRANULAR • A' MATER! AL DER TO NOTE L an, of rffitillUk 0 N p4 l s • • W/ R E L E S 1 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 ENGINEERING 6 201 - 11688 - 661I.4 AVE SURREY, BC V35 1XI, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -6431 TOLL FREE: 1 -S11- 345 -4045 EMAIL: ma 11 atrk.Rsng�vm WEB: www_trk,eng.com PROJECT NO: 0275 -111 i DRAWN E!'Y: i CHECKED BY: Fri i GAD FILE: 0215 -I1IA4 i THE IT•FORMATION CONTAINED RV THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE- ANY USE OR D I SCLOSURE OTHER T+4AN TI4AT U)4ICH RELATES TO THE CL I ENT NAA"tL) 15 STRI CTL PROHIBITED. SPRINGBROOK/KLE N (5E4jlD ) 1224 �A ANDOVER PAR < E " VKJ' L .4. WA was CalPOUND IL AYOUT A -4 ANTENNA MOUNT C/11) FIBERGLASS SCREENING, REFER TO 9-5 FOR DETAILS FIXED ROOF ACCESS LADDER LADDER MUST BE EQUIPPED WITH A SAFETY CLIMBING DEVICE. REFER TO NOTE 4 T.O. PARAPET 30' -0" t T.O. ROOF _ 28' -9 "t VOICESTREAM GPS ANTENNA 1I N1Cs 4 CEDAR FENCE, REFER TO S -3 FOR DETAILS CONCRETE FILLED BOLLARD, TYP. OF 4 GRADE 0J-0" 18" CABLE TRAY S T .O. PARAPET 30' -0 " t ROOF 4 BETA SECTOR AZIMUTH 120' \\N SCREENING, REFER TO S -4 FOR DETAILS ANTENNA MOUNT CU FIBERGLASS r�- i BETA SECTOR AZIMUTH 120' • NOR ELEvATION 1/8 ".2t' -0" 0 2 4 10 EAST ELEvATION *r C 2 rL >let TAO. SCREENING 41' -9 "t RAD CENTER 38' -0" t EXISTING IMECNANIC.AL MIT • 1 FIxED ROOF ACCESS LADDER LADDER DUST BE EQUIPPED LOTH A SAFETY CLIMBING DEVICE. REFER TO NOTE 4. MAt4 FACTLJRER To PRoV1DE SECURITY COvER To PREVENT UVAUTW R!ZED ACCESS • E911 ANTENNA LOCATIONS T.B.D. RAC) CENTER 38' -0" t ANTENNA MOUNT C/W FIBERGLASS SCREENING, REFER TO 5 -4 FOR DETAILS EXISTING MECHANICAL UNIT ANTENNA MOUNT C/UJ FIBERGLASS SCREENING, DEFER TO 5 -4 FOR DETAILS ALPHA SECTOR AZIMUTH 0' ; I T.O. SCREENING ING 41' -9 "t 1 NOTES: 1. COLOR OF FIBERGLASS S4 -IROUD TO BE GALVANIZED GRAY. MANUFACTURER TO PROVIDE A COLOR SAMPLE TO TI-E CONSTRUCTION MANAGER AND LANDLORD FOR APPROVAL PRIOR TO FABRICATION. 2. PAINT DIAGONAL BRACING TO MATCH COLOR OF FIBERGLASS SHROUD. 3. PAINT CEDAR FENCE, CABLE TRAY, VISIBLE ANTENNA CABLES AND LADDER TO MATCH BUILDING. 4. LADDER SUPPLIER OR APPROVED EQUAL: -0" 64 -• CEDAR =ENCE REFER `C S -3 OR DE 's -S 4 -di" CEDAR SwANG .!a4►'".E VOICESTREAM GPS ANTENNA T.O. PARAPET 30'-0''t T.O - ROOF 28' -9 "t 24" ANTA CABLE 'RA'r GRA CE ECISION Ladders, LLC 5121 SUPERIOR DRIVE MORRI STOWN, TN 31814 PHONE: (423) 586 -2265 FAX: (423) 586 -2091 ALPHA SECTOR AZIMUTH 0' C.OrCRE _ _ __^, A y ,� lti�� 4 -' • ,� ;S :4, _i_ •„',,,_ .:‘ .,::: 1_ ..... : I'V • '1_ „ ,, I . , L' .1. _, • 1 „ ,� � n l } iii I L ` i ` . 1 _.\--'":':': hb( � _ -, 1 :� � ' � mss --~ ' - - F a�. _ _ , `1 : ., !r ( a , - i f.•,.: ., ^ 1 � .: -___- -f i • �` - F ” _ y :sir y r, M ▪ ' -:. • 14 .�� ={ —. ; " _. I, 21:::7:145, ' .`�+ ` •r I i• LL) " PO,- CM OF rligap AMMO PIA4 41 nu 'T n w I R I L E S S 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 ENGINEERING *201 - 11688 - 66TH AVE SURREY, BC V35 1XI, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -643I TOLL FREE: 1 -811- 345 -4045 EMAIL: ma i I +trkeng.com WEB: www tr c.anC„' .c.om PROJECT NO: 0215 -111 i DRAUN s r i Gh1ECKED BY F.M. i GAD FILE: 0215 -111A5 i TWE R CONTAINED IN TI-$I5 SET OF DOCUMENTS 15 PROFRIETARy BY NATURE_ ANY USE OR DISCLOSURE OT+"4ER T+-+AN THAT W►•4;04 RELATES TO TWE CLIENT NAMED 1S STRICTLY PR WIBITED_ S � SPRINGBROOKI LE IN (SE4CVT I224 ANDOVER 1 E TUK Jf L . WA 98188 NC'RTI-4 AND EAST ELEVATICNS T A -5 ~.. a SUBMITTALS RECE1'. E: CCTV CF T,;K" ,'• a J 9 .. pER,4r C ENT ` 1 MAR 20/C3 ISSUED FOR BP./c'. 145T 0 MAR 12/03 156UED FOR REVIEW ANTENNA MOUNT C/11) FIBERGLASS SCREENING, REFER TO 9-5 FOR DETAILS FIXED ROOF ACCESS LADDER LADDER MUST BE EQUIPPED WITH A SAFETY CLIMBING DEVICE. REFER TO NOTE 4 T.O. PARAPET 30' -0" t T.O. ROOF _ 28' -9 "t VOICESTREAM GPS ANTENNA 1I N1Cs 4 CEDAR FENCE, REFER TO S -3 FOR DETAILS CONCRETE FILLED BOLLARD, TYP. OF 4 GRADE 0J-0" 18" CABLE TRAY S T .O. PARAPET 30' -0 " t ROOF 4 BETA SECTOR AZIMUTH 120' \\N SCREENING, REFER TO S -4 FOR DETAILS ANTENNA MOUNT CU FIBERGLASS r�- i BETA SECTOR AZIMUTH 120' • NOR ELEvATION 1/8 ".2t' -0" 0 2 4 10 EAST ELEvATION *r C 2 rL >let TAO. SCREENING 41' -9 "t RAD CENTER 38' -0" t EXISTING IMECNANIC.AL MIT • 1 FIxED ROOF ACCESS LADDER LADDER DUST BE EQUIPPED LOTH A SAFETY CLIMBING DEVICE. REFER TO NOTE 4. MAt4 FACTLJRER To PRoV1DE SECURITY COvER To PREVENT UVAUTW R!ZED ACCESS • E911 ANTENNA LOCATIONS T.B.D. RAC) CENTER 38' -0" t ANTENNA MOUNT C/W FIBERGLASS SCREENING, REFER TO 5 -4 FOR DETAILS EXISTING MECHANICAL UNIT ANTENNA MOUNT C/UJ FIBERGLASS SCREENING, DEFER TO 5 -4 FOR DETAILS ALPHA SECTOR AZIMUTH 0' ; I T.O. SCREENING ING 41' -9 "t 1 NOTES: 1. COLOR OF FIBERGLASS S4 -IROUD TO BE GALVANIZED GRAY. MANUFACTURER TO PROVIDE A COLOR SAMPLE TO TI-E CONSTRUCTION MANAGER AND LANDLORD FOR APPROVAL PRIOR TO FABRICATION. 2. PAINT DIAGONAL BRACING TO MATCH COLOR OF FIBERGLASS SHROUD. 3. PAINT CEDAR FENCE, CABLE TRAY, VISIBLE ANTENNA CABLES AND LADDER TO MATCH BUILDING. 4. LADDER SUPPLIER OR APPROVED EQUAL: -0" 64 -• CEDAR =ENCE REFER `C S -3 OR DE 's -S 4 -di" CEDAR SwANG .!a4►'".E VOICESTREAM GPS ANTENNA T.O. PARAPET 30'-0''t T.O - ROOF 28' -9 "t 24" ANTA CABLE 'RA'r GRA CE ECISION Ladders, LLC 5121 SUPERIOR DRIVE MORRI STOWN, TN 31814 PHONE: (423) 586 -2265 FAX: (423) 586 -2091 ALPHA SECTOR AZIMUTH 0' C.OrCRE _ _ __^, A y ,� lti�� 4 -' • ,� ;S :4, _i_ •„',,,_ .:‘ .,::: 1_ ..... : I'V • '1_ „ ,, I . , L' .1. _, • 1 „ ,� � n l } iii I L ` i ` . 1 _.\--'":':': hb( � _ -, 1 :� � ' � mss --~ ' - - F a�. _ _ , `1 : ., !r ( a , - i f.•,.: ., ^ 1 � .: -___- -f i • �` - F ” _ y :sir y r, M ▪ ' -:. • 14 .�� ={ —. ; " _. I, 21:::7:145, ' .`�+ ` •r I i• LL) " PO,- CM OF rligap AMMO PIA4 41 nu 'T n w I R I L E S S 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 ENGINEERING *201 - 11688 - 66TH AVE SURREY, BC V35 1XI, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -643I TOLL FREE: 1 -811- 345 -4045 EMAIL: ma i I +trkeng.com WEB: www tr c.anC„' .c.om PROJECT NO: 0215 -111 i DRAUN s r i Gh1ECKED BY F.M. i GAD FILE: 0215 -111A5 i TWE R CONTAINED IN TI-$I5 SET OF DOCUMENTS 15 PROFRIETARy BY NATURE_ ANY USE OR DISCLOSURE OT+"4ER T+-+AN THAT W►•4;04 RELATES TO TWE CLIENT NAMED 1S STRICTLY PR WIBITED_ S � SPRINGBROOKI LE IN (SE4CVT I224 ANDOVER 1 E TUK Jf L . WA 98188 NC'RTI-4 AND EAST ELEVATICNS T A -5 ~.. a • 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 '"201 - 11688 - 66TH AVE SURREY, BC V3$ 1XI, CANADA TEL: (604) 5`14-,432 FAX: (604) 5'14 -643I TOLL FREE: 1 -811- 345 -4045 EMAIL: mail •trk m ng.GO WEB: wWW.trI.eng.G0�1 PROJECT NC's: 0215 - 111 0x15 -11146 SU MITTALS RECEIVE:: CE!�: EF CITY CF TJKIN% A 1 AR 20/03 ISSUED FOR BPJCON&T. ® M�4R 12/03 ISSUED FOR REVIEW TWE MFOR" TATION CONTAINED IN TI-115 SET OF DOCUMENTS 15 PIETARY BY NATURE. ANY USE OR DISCLOSURE OT+ -IER THAN THAT WH1CN RELATES TO T4.IE CLIENT NAMED IS STRICTLY PROHIBITED. 6-E SPRING R. E N (5E4711E) ) 1224 ANDOVER PAR!'' E TUKWf L A , WA 98; 88 soun-eAsT WD I $C mETR! C or FIXED ROOF ACCESS LADDER LADDER MUST BE EQUIPPED WITH A SAFETY CLIMBING DEVICE. REFER TO NOTE 2. MANUFACTURER TO PROVIDE SECURITY COVER TO PREVENT UNAUTHORIZED ACCESS SOUTHEAST COMPOUND ISOMETRIC 0 A' -0` CEDAR SW1 3 GATE BOLL ARE) T.v'n OF 4 9 0 3 NOTES: 1. PAINT CEDAR FENCE, CABLE TRAY, VISIBLE ANTENNA CABLES AND LADDER TO MATCH BUILDING. 2. LADDER SUPPLIER OR APPROVED EQUAL: ECISION Ladders, LLC 5727 SUPERIOR DRIVE MORRISTOWN, TN 37814 PHONE: (423) 586 -2265 FAX: (423) 586 -2091 VOICESTREAM EQUIPMENT VOICESTREAM ELECTRICAL EQUIPMENT 0 91 1' - 0 1.1lCs4 CEDAR FENCE E911 ANTENNA. LOCATIONS TBD. CV/ OF TA MA WOWED P'! AI' 1 4 24113 e 1' • • • ANTENNA SECTOR ANTENNA MODEL " VENDOR AZIMUTH (TN) MECHANICAL DOWNTILT RADIATION CENTER CABLE LENGTH COAXIAL CABLE NUMBER OF COAX RUNS A-1 ALP4-I4 DR65 -19 -XXDPQ EMS 0' 4'(MAXJ 38' -0" 195' -0" t ANDREW 1 5/8" DIA. I A -3 195' -0 "t ANDREW 1 5/8" DIA. 1 A-4 195' -0 "t ANDREW 1 5/8" DIA. 1 A -2 195' -0 "t ANDREW 1 5/8" DIA. 1 B-1 BETA DR65 -I9 -XXDPQ EMS 120' 4'(MAXJ 38' -0" 135' -0 "t ANDREW 1 5/8" DIA. 1 B -3 135' -0 "# ANDREW 1 5/8" DIA. 1 B -4 135' -0 "t ANDREW 1 5/8" DIA. 1 B -2 135' -0 " t ANDREW 1 5/8" DIA. I C -1 GAMMA DR65 -19 -XXDPQ ETAS 240' 4'(MAX.) 38' -0" 210' -0 "# ANDREW 1 5/8" DIA. 1 C -3 210 ANDREW 1 5/8" DIA. 1 C -4 210' -0 "t ANDREW 1 5/8" DIA. I C -2 210' -0 "t ANDREW 1 5/8" DIA. i E911 (TYP. OF 2) - PC1N0E- 0190B -@ ®2M ANDREW - - T$.D. T.B.D. ANDREW 1/8" DIA. 2 GPS - VIC 100 MATSUSHITA - - 30' -3"± 6' -0" ANDREW 1/2" DIA. 1 SUBMITTALS E QQ.w NT LEND' ■-■ OF CABLE RUN I D; A. C. 7� :AB,ES T' "`t SEN �iG RAD .. 0 . C ."- - A1K/ L RA5 -TES 3-0'. b -0'. AND 10'-0* S RI EX JUMPER RUNS Iva" C '"r - ,4`<../ 3-0". 6 -Q • . AND 10' -0" FLEX JUMPER veLus 4. * 5 ► .r. MS 4 L A IV" TWRU 15C1-470 I - AB' kit'' , kit'' r`.i "RASFTE5 151' -0" AND GREATER 1518' 20 C ^'"A.K a 6 +RI cif/' -cr lie Ic C. ""`""ALK, 113r -0" NC GREATER 1 5./8" 1 20" SUBMITTALS RECEIVED CITY CF TL KW A i_ PERMIT CENTER I MAR 20/03 ISSUED FOR BPJC..O ST_ 0 . MAR 12/03 ISSUED FOR REVIEW - R • NOTE: PLEASE REFER TO RF BUILD FORM FOR FINAL SITE CONFIGURATION. CONNECTORS STEP 1 r COAXIAL CABLE NOTES: 1. ALL COAXIAL CABLE CONNECTIONS TO BE WEATHERPROOFED. 2. CONTRACTOR TO PROVIDE DRIP LOOPS IN 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 WEATHERPROOFING). 33 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 THIS REQUIREMENT. A" ELECTRI TAP: 3 LAYERS Wr 44 2" TAPE AND 3 LAYERS IN 3/4" • APE ( ALL WITi -1 MINIM 150% OVERLAP). ALL 1 "APE ENDS 54-;ALL BE CUT (DO NOT STRETCH). COAT WITH 3 5COTCi-■ CO-E 5.RAY SEALER N-5. SITE LO4DINC CN,4RT "I ELECTRICAL TAPE (1 LAYER) STEP 2 4 NECESSARY. INDICATE THE ANTENNA SECTOR EACH END OF JUMPERS AS CLOSE TO EACI -I END AS POSSIBLE. ALSO BE FITTED WITH BRASS LABEL TAGS (SUPPLIED BY ON CENTER. CONTRACTOR SHALL SUPPLY SUPPORTS AS COAXIAL CABLE WEATHERPROOFING COAXIAL CABLE SPECIFICATIONS BUTYL TAPE (ALSO KNOU. N AS MASTIC, TAFFY TAPE) NOTE: VERTICAL CONNECTIONS SHALL BE TAPED FROM THE BOTTOM UP SO OVERLAP MOVES WATER AWAY FROM CONNECTION, TYP. • STEP 3 1RED 3RED 4RED 2 RED ALPHA SECTOR TX/RX 1 TX 3 RX 4 TX/RX 2 1 GREEN 3 GREEN 4 GREEN 2 GREEN BETA SECTOR TX/RX 1 TX 3 RX 4 TX/RX 2 GAMMA SECTOR 1 YELLOW TX/RX 1 3 YELLOW TX 4 YELLOW RX 4 2 YELLOW TX/RX 2 NOKIA ULTRASITE (EQUIPMENT CABINET) 4_ 1 1 ALPHA SECTOR BETA SECTOR • a► SUPERFLEX JUMPER CABLE Q 4s 6' -0" SUPERFLEX JUMPER CABLE 6' -0" SUPERFLEX JUMPER CABLE 6" -0" SUPERFLEX JUMPER CABLE 6 SUPERFLEX JUMPER CABLE Ai A4 A2 I- r,' -0" SUPERFLEX JUMPER CABLE C MI AT ANTENNA CONNECTION .2 AT ENTRY TO E+©UNWIEN' CABINET [DIN (F)1 IDIN (F [DIN (F)1 [DIN (F)] IDIN (F )j [DIN (F)] [DIN (F)I IDIN ( (DIN (F)I [DIN (F)I [DIN (F)] [D IN (F)] i RED BAND - 3 RED BANDS 4 RED BANDS - 2 RED BANDS 15/8" COAXIAL CABLE 15/8" COAXIAL CABLE 8 - ! GREEN SAND B3 3 BEN BAND5 54 - 4 GREEN BANDS 52 2 GREEN BANDS GArTIA SECTOR ,Cs' - 1 'F SAND G3 - 3 '`FELLOW BANS Ca' - «It "I'ELLOtWj BANGS G2 - 2 "ELLOIA, BANDS 15/8" COAXIAL CABLE 1 15/8" COAXIAL CABLE 1 5/8" COAXIAL CABLE 1 5/8" COAXIAL CABLE 1 5/8" COAXIAL CABLE 15/8" COAXIAL CABLE 15/8" COAXIAL CABLE 1 1 5/8" COAXIAL CABLE 15/8" COAXIAL CABLE 15/8" COAXIAL CABLE SECTOR I ANTENNA DESIGNATION - COLOR COPTIC (DIN (F)] [DIN (F)1 (DIN (F)] (DIN (F)] (DIN (F)I [DIN (F)] [DIN (F)] [DIN (F)] IDIN (F)] [DIN (F) ] [D (F)] [DIN (F)I 1. ALL ANTENNA AND COAXIAL ANTENNA CABLE TO BE FUR I5i-ED BY VOICESTREAM AND INSTALLED BY CONTRACTOR 2. COAX COLOR CODING, ANTENNAS TO BE MUI3ERED IN A CLOCKWISE MANNER FROM TRUE NORTH AND COLOR CODED AS FOLLOWS: 3. TWE AeO'vE C.0 Ax COLOR CODING AF°L `ES 'C SEG'O4 ZED 5 -ES FOR G • 5i E5 : E THE Are BTO. G'2 COLOR CE$ COAX 5P- LI. BE TA araFD j COLOR :OD INN A : ' ° .A .ES ..a "QCs `~ urx ilearwiezPieooF COLORED vI■! TAPE "�E LOCATK : DUI► 00.s.4 COAx$4L CABLE iiln+► r fir! Q" SLACK 721 rte' EDGE E T 0.415 WETS ACRDe4 WAVE GIV E BRDkaE .aP ""Oki ER AND DeSTIIKWE TO EAC.'M ANTESP4A c•EvICE. gulltsifr■ ANC 1r15'.a...E. OF (3) GROMD KITS PER CO64(4. CABLE =ER E.- EC. - QCA. D R'/1141NrsS will eER OF 411■4171 rS_ CABLE ANC CABLE Duir ETER Iurn+ 3,_0" FLEX JUMPE CABLE (=It 3' -0" FLEX JUMPER CABLE CQJ 3' - @" FLEX JUMPER CABLE 3' -0" FLEX JUMPER CABLE 1 3' -0" FLEX JUMPER CABLE NMI ANTENNA AND COAX GENERAL NOTES I- 3' -0" FLEX JUMPER CABLE C� �J [LNA] I LNA I I LNA I [LNA I [LNA I [LNA] 3C COAXIAL GABLE DIAGRAM 3' -0" FLEX JUMPER CABLE o � 8' -0" FLEX JUMPER CABLE 8I -0" FLEX JUMPER CABLE 1�C 3' -0" FLEX JUMPER CABLE 3' -0" FLEX JUMPER CABLE [� C W-0" FLEX JUMPER CABLE C #�C 8' -0" FLEX JUMPER CABLE 3' -0" FLEX JUMPER CABLE C C 3' -0" FLEX JUMPER CABLE 1 8 FLEX JUMPER CABLE 1 1 C 13 FLEX JUMPER CABLE �C C 3' -0" FLEX JUMPER CABLE 1=11. C p o3-91 • A -I A -3 EMS DR65 -19 -XXDPQ A -4 A -2 5-1 5-3 EMS DR65 -19 -XXDPQ 8 -4 B -2 G -1 G -3 EMS DRb5 -19 -XXDPQ Cs - 4 G -2 c T ) *pIImp • • • V °.--EIC" Olitill igNI. W I R L 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 ENGINEERING '201 - 11b88 - 66714 AVE SURREY, BC V3S 1X1, CANADA TEL: (624) 514 -6432 FAX: (604) 514 -643I TOLL FREE: 1 -811- 345 -4045 EMAIL: ma ! I otrk,erscom WEB: WW W.trkQng .com PROJECT NO: 0'115 -11I 1 DRAIN EY: BD.B. i C+-EcKED BY: C.B. i CAD FILE: f215- 11tRF► i THE I•FORMATION CONTAINED IN TI-415 SET OF 0001 15 FROPRIETAR►' BY NATURE. ANY USE OR DISCLOSURE OTWER T1-1AN T44AT UJ410 -4 RELATES TO THE CLIENT NAMED IS STRICTLY PROW le I TED - ■ SPRINGSROOKJK.LE 1N ( SE4C I"1D 1224 ANCCVER PARK E TU KL' L' . WA 98 DETAILS I RF z SUE3MITTALS IRECENED CITY OF TUKWILA - ti ►: ? 2 G %v u3 PERMIT CENTER 1 MAR 20/03 ISSUED FOR E►PJCONST_ 0 , MAR 12/03 - ISSUED FOR REv1EW • FIGURE 1 FIGURE 4 ELECTRICAL TAPE OVER MASTIC TAPE GROUNDING CL AMP GROUND ING STRAP ASSEMBLY B N.T.S. rwl FIGURE 2 FIGURE 5 SLOT FOR ADJUSTABLE SAND CLAMP 1/4" 20 HARDWARE ADJUSTABLE BAND CLAMP GROUND ING CLAMP RI6 GROUND LEAD COAXIAL CABLE GROUNDING SWEEP TEST PROCEDURE: THE FOLLOWING PROCEDURE DESCRIBES THE TEST AND FAULT FINDING PROCEDURE TO BE FOLLOWED FOR ALL ANTENNAS. 1_ TEST EQUIPMENT SHOULD CONSIST OF A SWEEP OSCILLATOR SET TO RUN BETWEEN 1800 AND 2000 MI DIRECTIONAL COUPLER WITH AT LEAST 35d5 DIRECTIVITY AND SCALAR NETWORK ANALYZER WITH RESOLUTION OF BETTER TI 02dB_ A MATCI4ED 50 Corn LOAD AND SNORT CIRCUIT TERMINATION ARE ALSO REQUIRED_ 2. SET UP THE RETURN L055 MEASURING SET AS PER THE MANLFACTURERS INSTRUCTIONS AND CALIBRATE win-en-1E Se- ?T (0c115 RETURN LOSS VSLI Z = INFINITY.) 3. INFORM THE OPERATIONS 5TAFF AT THE SWITCH THAT SWEEP TESTS ARE TO BEGIN AT TI4!5 SITE 50 T4-+AT THEY CAN DISABLE TRANSMISSION TO AVOID POTENTIAL TRX D AI" TAGE WI TN THE ANTENNA PORT OPEN_ (IF APPL I CABLE ) COSITE RETURN L055: SC.OMNECT T+ SOT" CP- JLS ='ER AT THE BTS AND CONNECT IT TO THE MAIN PORT OF 1-4 -/E BRIDGE_ RETURN LOSS OF THE COMPOSITE JUMPERS, FEEDER AND ANTENNA S 1:_D 5E < - ?8dB ( vaiN > '_5 : ; ) BETuJEEN 1800 AND 2000 MI 5_ FEEDER RETURN L055: --,JR % OFF Ti.E SWEEP GENERATOR, D 15CC)hNECT TWE TOP JUMPER AT THE ANTENNA AND CONNECT' C'' A D:.rir T`r' Lc AD `C "r 4E END OF TI TOP JUMPER WITI - A DIN - N ADAPTER PC?.JER U 1 64E RA - OR AND ' EA5URE THE RETURN LOSS LOOKING INTO TI-IE BO J RE".JRN .. SHOULD NOT EXCEED - 18dB ( YSWR > 13 : 1 ) SE '8.00 AND 2 -:Z. 6. FEEDER '``5ER~ JV LOSS '-E _CAD $H-•OR• : RCUIT TERMINATION AND P'EASURE T4-E MAXI11J`1 ANC. ." •.r *•.. RZC _C95 -. E\ 800 AND 2000. ADD THIS TOIGETWER AND D ✓ :E S " 4 'C G V A,/_Q,ACE ' 4.•A`' INSERT ICN LOSS 1114IC44 SwOIJLD BE < 3 dB. I= ' Os5 N Z A b g& ""E' To T4-1E TEST "5 CC7R"'IPL.,ETE. IF 4 ?5 BAD Bu' S i b 2.1; OTC '+- es R ° ... 4.'� - At•CrENNA AND RETEST_ 1r 5 a 6 ARE BAD Ts -IE'N T''E.�►a..R RZ R L056 IMPROVES TO -20 OR BETTER OR C� _CS,5 `'' S`' •" ■ ■•AN 2G$ 1 I-EM REPLACE OR RE Ti-E BC - 0'' ANC; '^O _R :'- •;4'.� 5E REPLACE ACE T`' -€ MAIN .DER , RIO( NOT1 ' 1� CwC E' *-.4 /tip - ANC; c ‘ ENEE`R ` G A14- F` r RDWA ...._=•sue" 'dr jTs.1 SITE FEEDER *J.I EBER DAME, FIGURE 3 PUTTY TAPE "6 GROUND LEAD _ 2 BARREL HYDRAULICALLY CRIMPED CONNECTION (` IF REQUIRED BY ANTENNA U�-- -- CONFIGURATION, EXTEND LEAD W/r2 CONDUCTOR TO GROUND BAR FIGURE 6 44- 1 • 5+ 11 E 5 .a4"* (ExT1R?A TALK) EGIlkinoPiElkir CABINET oolo e e MODEL •: MANUFACTURER: HE IGHT: D WE IGNT: E911 ANTENNA N.T.S. MODEL •: MANUFACTURER: WE IGI DI AMETER: WE IGHT: CxPS ANTENNA xT.s MODEL MANUFACTURER: MOUNTING BRACKET: LENGTH: WIDTH: DEPTH: WEIGHT: ANTENNA SPECIFICATIONS PC1NOF - 01905 -002M ANDREW 3 1/8" 15/8" 0.80 Ibb. VIC 100 MATSUSNITA 3 1/2" 3 - 1/8" Obi, Ib&. EQUIPMENT ISOMETRIC U RA4 "E EGX. o'.E`- CAB NE" ^' OF DR65- 19 -XXDPQ EMS SUPPLIED WITH ANTENNA 12 12" 4" 32 LBS. 03 -09? w' C4 151 E` 14m h O S W I R E L E S S 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378-4000 i ENGINEERING "201 - 11688 - 6611-1 AVE SURREY, BC V35 1XI, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -6431 TOLL FREE: 1- 811- 345 -4045 EMAIL: ma I I •trkene .com WEB: www.trkeng.c.om PROJECT No: 0215 -111 1 DRAWN BY: i CHECKED BY: CB_ i GAD FILE: 0215- 11IRF2 i T4-IE I FORrTATION CONTAINED IN 71.415 SET OF DOCUMENTS 15 PROFRIETAR"r' BY NATURE_ ANY USE OR DISCLOSURE OTHER THAN THAT W1-1IC14 RELATES TO THE CLIENT NAMED 15 STRICTLY PROWIBI TED., 6 - E S PRINGBROOK/KLE T'N (SE4O11 ) 1224 ANDOVER PARK E TUKWIL A WA '98188 RF DETAILS ► I 101Eir % ream ]lEtF 111111=12 • I. • M , 11 • 3' -4 1/2" CABLE TRAY SUPPORT POST CONCRETE PAD LATOUT OUTLINE OF CONCRETE PAD FUTURE NOKIA ULTRA.SITE CABINET PL INTI -1 FASTEN PLINTH TO CONCRETE EQUIPMENT PAD AS REQUIRED BY EQUIPMENT MANUFACTURER NOKIA EXTRA TALK POUER CABINET PL INTH 6" TI -LICK CONCRETE SLAB T.Q. GRANULAR "A" MATERIAL •4 AT 12" E ACWWAY OR 4x4 4/4 WIRE MESH CONCRETE CONGETE SECTION NOTES: 6 MIL POLY EXISTING BUILDING WALL 3/4" COMPRESSIBLE LE ca- 0 a - ca ` c7 z. - o 0 o ✓0v0 � n °0 ° ".c o c -° �0 -N-- 6" C G E RCK 0 0 0 0 0 L O _ 1 , 0,. � O C o G 7 �� . n ,-� n n n n ,-, REMOVE ORGANIC MATERIAL (12" MIN.) AND REPLACE WIT4 -1 8" LIFTS OF COMPACTED GRANULAR "B" MATERIAL OR PIT RUN COMPACTED SOIL TO MIN_ 95% STANDARD PROCTOR MAXIMUM DENSITY PER ASTM 01551 METHOD D AY 1' k lc 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 •201 - 11688 - 66TH AVE SURREY, 8C V35 1XI, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -643I TOLL FREE: 1 -811- 345 -4045 EMAIL: ma I I strkeang.00m WEB: WWW.trkeng.GOm PROJECT NO: 0215 -11I 0215 -11151 5U81`''i I TTAL S RECEIVED CITY OF ru►cvh� PERMIT CENTER 1 MAR 20/03 ISSUED FOR BP.K.,Cx�i5T. 0 MAR t2/03 ISSUED F014 REVIEW THE INFORM AT ON CONTAINED IN 74115 SET OF T5 15 PROPRIETARY BY NATURE_ ANY USE OR DISCLOSURE 0T1 -1ER THAN T4 W1 - 41CN RELATES TO THE CLIENT NAMED 15 STRICTLY PROW I Es !TED. CONCRETE PAD DETAILS • 1 SUBMITTALS RECEIVED CITY OF TUKWILA r: . rLl y V ti V PERMIT CENTER 1 MAR 20/03 !gyp FOR BPJC"..ONST_ 0 MAR t2/03 ISSUED FOR REv1EW 1/2" DIA. U- BOLTS, TYP. PL1 /4 " " x 24" LONG x 8' x 8" B ASE PL 1/4" GAP 3 1/2" O.D. STANDARD PIPE (4) 4471.71 'CSI! 3/4" DIA. 1 I+C BOLTS. 4 3/4" E MIEV - IENT I. CABLE TRAY IS STEEL LADDER TYPE C (18 GA), 4" NOMINAL DEPTH, RUNGS AT 18" 0/C MAX. PROVIDE MATCHING COVER PLATE. SIZE IS AS SPECIFIED ON DRAWINGS. CONTRACTOR TO PROVIDE ALL ELBOWS, TEES AND OTHER FITTINGS C/W ATTACHING HARDWARE AS REQUIRED TO COMPLETE THE CABLE TRAY ROUTE. CABLE TRAY RADIUS OF CORNER PIECES TO SUIT ANTENNA CABLE BEND RADIUS. 2. CONTRACTOR TO ENSURE ALL ANTENNA AND GROUND CABLES EXIT CABLE TRAY VIA SIDEUALL PENETRATIONS C/W GROMMETS. CABLE TRAY NOTES: N FASTEN CABLE TRAY TO ANGLE WITH '12 SELF TAPPING SCREWS AT 6" 0/C I GABLE TRAY SUPPORT DETAIL ft (2) '12 SCREWS A -3 1- 1/2 " =1' -0" 0 6" 1 CAt3LE TRAY SUPPORT DETAIL 9 . - 1�. 8 . - e. 0 6' WIDTH AS NOTED ON DRAWINGS REFER TO NOTE 1 P1000 T UVISTRUT • 5' -0" 0/C MAX, LENGTH TO SNIT TRAY CABLE TRAY TO CONCRETE WALL 4 (2) 1/4" DIA. BOLTS C/W CHANNEL NUTS 4 "x4" PVC SLEEPERS • 4' -0" 0/C MAX., LENGTH TO SUIT TRAY. SET SLEEPER IN ROOFING: TAR TO PREVENT MOVEMENT. ALTERNATIVE CABLE TRAY SUPPORTS: "ERICO" PIPE PIERS, LENGTH TO SUIT WIDTH OF CABLE TRAY AND FASTENED WITH CHANNEL NUT HARDWARE (2) -14LTI KBII 3/8" DIA. KWIK BOLTS, 3" MIN. EMBEDMENT ti4 1 " =1' -0" 0 ;-1/2's' -0' 0 6' '4 • Ci SUPER NEX DRILLERS II I I II I I I I I I I I II II II 4, I I I I II Il Il II II II Ii II Il I; I I iI I. REFER TO A - FOR ALL STEEL AND CONCRETE SPECIFICATIONS. ;I II II II II , c ,. TS 6" OD. x 5/16 ", 7 PAINT SAFETY YELLOW 11 Il Il II Il II II II II I < NOTES: a L J i CONCRETE FILLED 2 � 3 o9 2 FINISHED GRADE BOLLARD DETAIL CONCRETE FOOTING f -- I-5/16" O.D. PIPE L3 "x2 "x1/4" ANTENNA CABLE CABLE TRAY GPS ANTENNA MOUNT DETAIL Of VONA 61440 1 wf 1 it 1511 WIRELESS Voicirgitiyeame 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 tr EGINEERING '"201 - 11688 - 66T14 AvE SURREY, BC V35 1 CANADA TEL: (604) 514 -6432 FAX: (604) 514 -6431 TOLL FREE: I- 811 - 345 -4045 EMAIL: ma I I •trkang.00m WEB: www.trkceng.com 'PROJECT NO: 02''5 -111 i DRAIL B`r': i GI- Et KED BY: F.M. i GAD FILE: 0215-11152 i THE INFORM AT CONTAIN ED IN T1.415 SET OF DOCLrIENTS 15 PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN TWAT WI-41C1 -4 RELATES TO THE CLIENT NAMED 15 STRICTLY PROW I$ITED. SPRINGEIROOKIK.LE IN (5E40110 1224 ANDOVER PARlC. E TUKWI L A, WA °38188 ".F MISC. DETAIL5 ewer' 1 4,11BIPIlt S-'2 to I • • • 2"x6" NORI ZONTAL ON TOP 1 BOTTOM OF GATE 6"X6' PRESSURE TR ATED POST ( TYP ) i' 5'DE J� CAE EXISTING BUILDING WALL FASTEN POST TO EXISTING CONCRETE WALL WITI -I 1/2" PIA. WILT' KBII KWIK BOLTS. COUNTERSINK HEADS AND EMBED 3 1/2" MINIMUM INTO CONCRETE 6 "X6" POST (TYP) FENCE 3/4" = 1' -0" 0 5' -4 1/2" 2"x" HORIZONTAL ON TOP 4 BOTTOM OF FENCE , \r \ \'/ � "� \� \ i \ � ,,� f \'/ \i /\', \ci • \</' �i i \/ \ /,\ \./ \\/, \� � / \</ \� J ' \ \% %, /// , / / /� „r / / / / / / / / / /\ r / / /r / / / / ce / 2\ /i ce, / \ \ , / \ \,\ \ / \ / / \ / \ / / �, \ / /\ �/\ / \, f \ //\ \� \ / / \/ / \/ice i / / / // . / \ / / /, \ /,i ; / • I • 11�• 5 r•" F86 FE Ni E BRACKE'S ) FENCE / GATE ELEVATION 3 .4 c. , * rr -. la 1 2 H 2 "xb" VERTICAL ON EAC SIDE OF GATES (TYP) PROVIDE LOCKING LATCI -I r— 6"X6” POST (TYP) 6 "x6" PRESSURE 10 Z -- TREATED POST (TYP) T.O. WASHED STONE 2 "x6" HORIZONTAL O ON TOP 1 BOTTOM F FENCE 3/4 - :1' -0' 0 8 "x8" POST CAP 2 " x6 " 2"x2" 1 "x6" 2 " x2 " 2 "xb" 1 " KICKER (UASD r STONE SECTION FENCE SECTION SIMPSONI TP31 TIE PLATE OVERLAP 2"x4" BY 1 1/2" ON ALL 3 SIDES 0 SECTION 0 2 "x2 �� \\i,\ i /X` ~i \ \ FOOTING DETAIL NOTES: 1. CONTRACTOR TO CONTACT ALL UTILITIES FOR LOCATION OF ALL UNDERGROUND SERVICES PRIOR TO CONSTRUCTION. 2, REFER TO A -2 FOR ALL CONCRETE SPECIFICATIONS. 3. ALL FENCING MATERIAL SHALL BE AS FOLLOWS, UN.O.: - NO. 1 4-4EM FIR PRESSURE TREATED FOR 6" x 6 " POST 5. COLOR OF PAINT FOR FENCING MUST BE APPROVED BY THE CONSTRUCTION MANAGER AND MUST MATCH COLOR OF EXISTING BUILDING. 6 "X6" PRESSURE TREATED POST w111L 19S 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 "201 - 11688 - 66T4 -1 AvE SURREY, BC V35 1X1, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -6431 TOLL FREE: 1 -811- 345 -4045 EMAIL: mailetrker>g.�om WEB: WWW.trkart COm PROJECT NO: 0215 -11I 0215 -11153 SUBMITTALS RECEIVED CITY ^ F T;1�4WTLA Its.i 2 d PERMT:.ENTErR 1 r - AR 20/03 ISSUED FOR BPJK..Q 5T_ 0 MAR 12/03 ISSUED FOR REVIEW TWE INFORP1ATION CONTAINED IN THIS SET OF DOCUMENTS 15 PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER T1-4AN THAT I.L 4ICH RELATES TO THE CL IENT NAMED 15 STRICTLY PROHIBITED_ FENCING DETAILS 1 lo 1• • i • • 2"x6" NORI ZONTAL ON TOP 1 BOTTOM OF GATE 6"X6' PRESSURE TR ATED POST ( TYP ) i' 5'DE J� CAE EXISTING BUILDING WALL FASTEN POST TO EXISTING CONCRETE WALL WITI -I 1/2" PIA. WILT' KBII KWIK BOLTS. COUNTERSINK HEADS AND EMBED 3 1/2" MINIMUM INTO CONCRETE 6 "X6" POST (TYP) FENCE 3/4" = 1' -0" 0 5' -4 1/2" 2"x" HORIZONTAL ON TOP 4 BOTTOM OF FENCE , \r \ \'/ � "� \� \ i \ � ,,� f \'/ \i /\', \ci • \</' �i i \/ \ /,\ \./ \\/, \� � / \</ \� J ' \ \% %, /// , / / /� „r / / / / / / / / / /\ r / / /r / / / / ce / 2\ /i ce, / \ \ , / \ \,\ \ / \ / / \ / \ / / �, \ / /\ �/\ / \, f \ //\ \� \ / / \/ / \/ice i / / / // . / \ / / /, \ /,i ; / • I • 11�• 5 r•" F86 FE Ni E BRACKE'S ) FENCE / GATE ELEVATION 3 .4 c. , * rr -. la 1 2 H 2 "xb" VERTICAL ON EAC SIDE OF GATES (TYP) PROVIDE LOCKING LATCI -I r— 6"X6” POST (TYP) 6 "x6" PRESSURE 10 Z -- TREATED POST (TYP) T.O. WASHED STONE 2 "x6" HORIZONTAL O ON TOP 1 BOTTOM F FENCE 3/4 - :1' -0' 0 8 "x8" POST CAP 2 " x6 " 2"x2" 1 "x6" 2 " x2 " 2 "xb" 1 " KICKER (UASD r STONE SECTION FENCE SECTION SIMPSONI TP31 TIE PLATE OVERLAP 2"x4" BY 1 1/2" ON ALL 3 SIDES 0 SECTION 0 2 "x2 �� \\i,\ i /X` ~i \ \ FOOTING DETAIL NOTES: 1. CONTRACTOR TO CONTACT ALL UTILITIES FOR LOCATION OF ALL UNDERGROUND SERVICES PRIOR TO CONSTRUCTION. 2, REFER TO A -2 FOR ALL CONCRETE SPECIFICATIONS. 3. ALL FENCING MATERIAL SHALL BE AS FOLLOWS, UN.O.: - NO. 1 4-4EM FIR PRESSURE TREATED FOR 6" x 6 " POST 5. COLOR OF PAINT FOR FENCING MUST BE APPROVED BY THE CONSTRUCTION MANAGER AND MUST MATCH COLOR OF EXISTING BUILDING. 6 "X6" PRESSURE TREATED POST w111L 19S 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 "201 - 11688 - 66T4 -1 AvE SURREY, BC V35 1X1, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -6431 TOLL FREE: 1 -811- 345 -4045 EMAIL: mailetrker>g.�om WEB: WWW.trkart COm PROJECT NO: 0215 -11I 0215 -11153 SUBMITTALS RECEIVED CITY ^ F T;1�4WTLA Its.i 2 d PERMT:.ENTErR 1 r - AR 20/03 ISSUED FOR BPJK..Q 5T_ 0 MAR 12/03 ISSUED FOR REVIEW TWE INFORP1ATION CONTAINED IN THIS SET OF DOCUMENTS 15 PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER T1-4AN THAT I.L 4ICH RELATES TO THE CL IENT NAMED 15 STRICTLY PROHIBITED_ FENCING DETAILS 1 lo 1• • i • 1 11 I I I I I I I I I I I I I I 1 I I I I I I I I I REFER TO S -5 FOR ELEVATION AT BETA SECTOR APPLY "FIRESTONE" WATER BLOCK SEAL (OR A'PP'ROVED EQUAL) TO WS OF PLATE PRIOR TO INSTALLATION SOPREMA SUPRA-SEAL 1100 PEEL t 51 10( MEMBRANE OVER T?mBER FASTEN BASE P=ATE TO :WOO U$Tu (4) 1/2" DIA. x 6' LONG SAG 5C1 PRE -,_i_ ' -+OLES AND =ILL WITI4 CAJLKWs PRIOR •O TNS'ALL'NCs L4 S5 NOTE : ROOF IS NOT FLAT, ALL MEMBER LENGT1-45 AND GEOMETRY IS TO BE SITE DETERMINED FRICR TO FAIBRICAT ION 1_•r._ 6 "x10" x 3' -0" LONG TIMBERS, TYP. -0' in F 3 - C ' r r -41:1" C r 2 r ! - Mr - 11Ir E lf 1 s i Roar sEhr- ' Y- ANTENNA MOUNT ELEVATION 3/4" _ 1' -•" 0 (/ APPLY "FIRESTONE" ULTRAPLY TPO GENERAL PURPOSE SEALANT (OR APPROVED EQUAL) PL 3/8' BASE PLATE 20GA. GALv. PREFINISNED SI -IEET METAL FLASHING OVER ENTIRE TIMBER. FLASWIT'e MUST BE ONE PIECE (NO SEAMS) LAP NEIL, ROCF MEMBRANE TO ExIS-NG AND OVER TIMBER 6 "xIC: - "`"BER. REFER TO NOTE 4 8 TYP. FL,4SNINCs AND PLATE ATTACI-4MENT DETAIL F-�.5 = N - ` BEQ -C BLOCKING • , SCRE4.5 /I .` 2 Ex - NG ROC'7F -10" TYP. TIMBER ATTAG1aMENT DETAIL Um or ow 16GA. GALV. METAL CONE TOP SCREWED TO SHROUD SIMILAR Ft 3 "x1/4" TOP RING 1/4" x 4" VERTICAL SPL ICE PLATE ANTENNA INSTALLED BY CONTRACTOR 1/4" FRP SHROUD 4" NOMINAL DIA. (4 1/2" OD.) SCI-1 40 PIPE ANTENNA MAST PL 6"x1/4" SPLICE RINGS AFTER FINAL ANTENNA AZIMUTH ADJUSTMENTS NAVE BEEN MADE, SITE NOTCI -1 SWEET METAL TO ACCOMODATE DIAGONALS UPPER DIAGONAL CONNECTION 16GA GALv SHEET METAL COVER PANTED TO MATCH FRP PANELS MU 2" NOMINAL PIPE (2 -3/8" OD) SCH 40 DIAGONAL BRACE, TYP. • I -612" •r -4r ' r LOWER DIAGONAL j r - CONNECTION rr ✓MOLES FOR 5/8" DIA. BOLTS, TYP. SLOT PLATE INTO END OF PIPE GLUE DOWN TIMBERS USING DAP 4000 SUBFLOOR ADHESIVE OR APPROVED EQUAL I II ----- - a 1- 1/2 " •1' -0" 0 " ■ PLAN VIEW 7 TYP. TIMBER •TTAGPMENT DETAIL Fr _ 1/2" COJINTERSMK AND PRE-DRILL HOLES BEFORE INSTALL I i�1G 1/2" DIA. x 12" LONG LAG SCREWS GLUE DOUJ4 TIMBER USING DAP 1000 VOC SUBLFOOR ADHESIVE OR APPROVED EQUAL EXISTING ROOF SHEAT ING EX S`"+G ROOF GNRCERIeEAM PL 3/8" CONNECTION PLATES, TYP. ANTENNA MAST PL 3/8 ", TYP. UPPER CONNECTION • DIAGONAL BRACE - 1/16" PL 1/4" OUTER RING PL 1/4" SPOKE TO MATC44 WIDTW OF RING, TYP. PL 3/8" INNER CLAMP RING TO MATCH PIPE DIA. (4) 1/2" DIA. BOLTS CM NUTS a WASHERS, TYP. (2) BOLTS AT 3" RING ADJUST SCREENING ROTATION ON SITE TO SUIT ANTENNA AZIMUTH PL 3/8" BASE PLATE c4 1- 1/2 " =1'-0" 0 6" 1/2" PL 3/8 ", TYP. FASTEN BASE PLATE TO TIMBER WITH 1/2" DIA. x 6" LONG LAG SCREWS, TYP. LOWER CONNECTION 7/WELD MAST TO BASE PLATE. PROVIDE DRAIN 1' -TOLE FOR GALVANIZING FASTEN BASE PLATE TO TIMBER WITH 1/2" DIA. x 6" LONG LAG SCREWS MAST CONNECTION r s PL 3/8 ", TYP. St Co BASE PLATE 0 6" t % 9 RING SECTION 1- 1 /2" =1' -0" 0 6" 1I6GA GALv 5+-EET METAL COVER PAi1NTED TO MATCH FRP PANELS C/L 1 SECT 1.4,2•wr -dr • •' 1 CL FIASEAL COATED 12 -14x1 i/2 " 441)4 TEO( SCREWS BY IT1U SU':_DEx OR APPROVED EQUAL rJ'4'``,t4 i^CA1. SPLICE 0 ♦' OF 2 1/4" FIXED FRONT FRP PANEL NOTES: 1. REFER TO A -2 FOR STRUCTURAL STEEL AND FIBERGLASS SPECIFICATIONS. 2. REINSTATE ROOFING MEMBRANE AND ALL FLASK -ZINGS IN AFFECTED AREA WITH COMPATIBLE ROOFING SYSTEM TO MAINTAIN CONTINUITY OF MEMBRANE AND ROOF DRAINAGE. ALL ROOFING WORK TO SE DONE IN ACCORDANCE WITI -I CHAPTER 15 UBC 1991. CONTRACTOR TO PROVIDE APPROPRIATE WARRANTY FOR ROOF REPAIR. COORDINATE WITH CONSTRUCTION MANAGER. 3. PROVIDE B1RD SCREENS AT ALL OPENINGS. 4. EXACT LOCATIONS OF TIMBERS TO BE SITE DETERMINED. ENSURE TIMBERS ARE LOCATED OVER BEAMS AS 51~4OWN ON 5 -6. 1/4" STAINLESS STEEL SELF TAPPING SCREWS 1' -9 1/2" I.D. FRP SHROUD ELEVATION 3/4 " =1' -0" 0 1 2 PL 1/4 "x4` VERTICAL SPL ICE PLATE, TYP. OF 2 FASTEN REMOVABLE FRP PANELS WITT -4 S5 I /4" BOLT CJW NUT AND WASI -4ER AT fv " 0 /C, TYP. TACK WELD NUT TO VERTICAL SHROUD SECTION I -1/2 *' -0' O to 1/4" REMOVABLE REAR FRP PANEL 1/4" STAINLESS STEEL SELF TAPPING SCREWS 1/4" FRP SCREENING SS 1/4" DIA. BOLT, TYP. TACK WELD NUT AT REMOVABLE PANEL ONLY of TO" Cjri IA " '''' • L4 is W I R E L E S S 11 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 E NGINEERING 6201 - 1'1688 - 66TH AVE SURREY, SC V35 "1x1, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -643I TOLL FREE: 1 -811- 345 -4045 EMAIL: ma i 1 0trlcerlg.Gom WEB: www.trkers.com ■ PROJECT NO; 0215 -111 1 DR4JLN B`Ir BOB. 1 CI-IECKED BY; FM 1 CAD FILE: 0215 -11154 1 THE INFOQ!'1ATION CONTAINED IN TWIS SET OF DOCLrENT5 is PROPRIETARY BY NATURE. ANY USE OR D I SOLOS OTHER TI44J'J T3-IAT 0HICI.4 RELATES TO THE CL TENT NAMED 15 STRICTLY PROI-I ISITED_ 5 SPRINGS E 1 N � SE4pr1D) 1224 ANDOVER PARK E TUKWf L A, WA '38188 i ALPW 1 AND GAMMA SECTOR ANTENNA MOUNT DETAILS S. 4, 41111411Er• 4.1 S-4 • I SUBMITTALS • - -- 1 AR 20/03 ISSUED FOR DP./CONST- .' MAR 12/03 • • • e le .' I •I • • -4 • I I I I • .! • . • 1 11 I I I I I I I I I I I I I I 1 I I I I I I I I I REFER TO S -5 FOR ELEVATION AT BETA SECTOR APPLY "FIRESTONE" WATER BLOCK SEAL (OR A'PP'ROVED EQUAL) TO WS OF PLATE PRIOR TO INSTALLATION SOPREMA SUPRA-SEAL 1100 PEEL t 51 10( MEMBRANE OVER T?mBER FASTEN BASE P=ATE TO :WOO U$Tu (4) 1/2" DIA. x 6' LONG SAG 5C1 PRE -,_i_ ' -+OLES AND =ILL WITI4 CAJLKWs PRIOR •O TNS'ALL'NCs L4 S5 NOTE : ROOF IS NOT FLAT, ALL MEMBER LENGT1-45 AND GEOMETRY IS TO BE SITE DETERMINED FRICR TO FAIBRICAT ION 1_•r._ 6 "x10" x 3' -0" LONG TIMBERS, TYP. -0' in F 3 - C ' r r -41:1" C r 2 r ! - Mr - 11Ir E lf 1 s i Roar sEhr- ' Y- ANTENNA MOUNT ELEVATION 3/4" _ 1' -•" 0 (/ APPLY "FIRESTONE" ULTRAPLY TPO GENERAL PURPOSE SEALANT (OR APPROVED EQUAL) PL 3/8' BASE PLATE 20GA. GALv. PREFINISNED SI -IEET METAL FLASHING OVER ENTIRE TIMBER. FLASWIT'e MUST BE ONE PIECE (NO SEAMS) LAP NEIL, ROCF MEMBRANE TO ExIS-NG AND OVER TIMBER 6 "xIC: - "`"BER. REFER TO NOTE 4 8 TYP. FL,4SNINCs AND PLATE ATTACI-4MENT DETAIL F-�.5 = N - ` BEQ -C BLOCKING • , SCRE4.5 /I .` 2 Ex - NG ROC'7F -10" TYP. TIMBER ATTAG1aMENT DETAIL Um or ow 16GA. GALV. METAL CONE TOP SCREWED TO SHROUD SIMILAR Ft 3 "x1/4" TOP RING 1/4" x 4" VERTICAL SPL ICE PLATE ANTENNA INSTALLED BY CONTRACTOR 1/4" FRP SHROUD 4" NOMINAL DIA. (4 1/2" OD.) SCI-1 40 PIPE ANTENNA MAST PL 6"x1/4" SPLICE RINGS AFTER FINAL ANTENNA AZIMUTH ADJUSTMENTS NAVE BEEN MADE, SITE NOTCI -1 SWEET METAL TO ACCOMODATE DIAGONALS UPPER DIAGONAL CONNECTION 16GA GALv SHEET METAL COVER PANTED TO MATCH FRP PANELS MU 2" NOMINAL PIPE (2 -3/8" OD) SCH 40 DIAGONAL BRACE, TYP. • I -612" •r -4r ' r LOWER DIAGONAL j r - CONNECTION rr ✓MOLES FOR 5/8" DIA. BOLTS, TYP. SLOT PLATE INTO END OF PIPE GLUE DOWN TIMBERS USING DAP 4000 SUBFLOOR ADHESIVE OR APPROVED EQUAL I II ----- - a 1- 1/2 " •1' -0" 0 " ■ PLAN VIEW 7 TYP. TIMBER •TTAGPMENT DETAIL Fr _ 1/2" COJINTERSMK AND PRE-DRILL HOLES BEFORE INSTALL I i�1G 1/2" DIA. x 12" LONG LAG SCREWS GLUE DOUJ4 TIMBER USING DAP 1000 VOC SUBLFOOR ADHESIVE OR APPROVED EQUAL EXISTING ROOF SHEAT ING EX S`"+G ROOF GNRCERIeEAM PL 3/8" CONNECTION PLATES, TYP. ANTENNA MAST PL 3/8 ", TYP. UPPER CONNECTION • DIAGONAL BRACE - 1/16" PL 1/4" OUTER RING PL 1/4" SPOKE TO MATC44 WIDTW OF RING, TYP. PL 3/8" INNER CLAMP RING TO MATCH PIPE DIA. (4) 1/2" DIA. BOLTS CM NUTS a WASHERS, TYP. (2) BOLTS AT 3" RING ADJUST SCREENING ROTATION ON SITE TO SUIT ANTENNA AZIMUTH PL 3/8" BASE PLATE c4 1- 1/2 " =1'-0" 0 6" 1/2" PL 3/8 ", TYP. FASTEN BASE PLATE TO TIMBER WITH 1/2" DIA. x 6" LONG LAG SCREWS, TYP. LOWER CONNECTION 7/WELD MAST TO BASE PLATE. PROVIDE DRAIN 1' -TOLE FOR GALVANIZING FASTEN BASE PLATE TO TIMBER WITH 1/2" DIA. x 6" LONG LAG SCREWS MAST CONNECTION r s PL 3/8 ", TYP. St Co BASE PLATE 0 6" t % 9 RING SECTION 1- 1 /2" =1' -0" 0 6" 1I6GA GALv 5+-EET METAL COVER PAi1NTED TO MATCH FRP PANELS C/L 1 SECT 1.4,2•wr -dr • •' 1 CL FIASEAL COATED 12 -14x1 i/2 " 441)4 TEO( SCREWS BY IT1U SU':_DEx OR APPROVED EQUAL rJ'4'``,t4 i^CA1. SPLICE 0 ♦' OF 2 1/4" FIXED FRONT FRP PANEL NOTES: 1. REFER TO A -2 FOR STRUCTURAL STEEL AND FIBERGLASS SPECIFICATIONS. 2. REINSTATE ROOFING MEMBRANE AND ALL FLASK -ZINGS IN AFFECTED AREA WITH COMPATIBLE ROOFING SYSTEM TO MAINTAIN CONTINUITY OF MEMBRANE AND ROOF DRAINAGE. ALL ROOFING WORK TO SE DONE IN ACCORDANCE WITI -I CHAPTER 15 UBC 1991. CONTRACTOR TO PROVIDE APPROPRIATE WARRANTY FOR ROOF REPAIR. COORDINATE WITH CONSTRUCTION MANAGER. 3. PROVIDE B1RD SCREENS AT ALL OPENINGS. 4. EXACT LOCATIONS OF TIMBERS TO BE SITE DETERMINED. ENSURE TIMBERS ARE LOCATED OVER BEAMS AS 51~4OWN ON 5 -6. 1/4" STAINLESS STEEL SELF TAPPING SCREWS 1' -9 1/2" I.D. FRP SHROUD ELEVATION 3/4 " =1' -0" 0 1 2 PL 1/4 "x4` VERTICAL SPL ICE PLATE, TYP. OF 2 FASTEN REMOVABLE FRP PANELS WITT -4 S5 I /4" BOLT CJW NUT AND WASI -4ER AT fv " 0 /C, TYP. TACK WELD NUT TO VERTICAL SHROUD SECTION I -1/2 *' -0' O to 1/4" REMOVABLE REAR FRP PANEL 1/4" STAINLESS STEEL SELF TAPPING SCREWS 1/4" FRP SCREENING SS 1/4" DIA. BOLT, TYP. TACK WELD NUT AT REMOVABLE PANEL ONLY of TO" Cjri IA " '''' • L4 is W I R E L E S S 11 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 E NGINEERING 6201 - 1'1688 - 66TH AVE SURREY, SC V35 "1x1, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -643I TOLL FREE: 1 -811- 345 -4045 EMAIL: ma i 1 0trlcerlg.Gom WEB: www.trkers.com ■ PROJECT NO; 0215 -111 1 DR4JLN B`Ir BOB. 1 CI-IECKED BY; FM 1 CAD FILE: 0215 -11154 1 THE INFOQ!'1ATION CONTAINED IN TWIS SET OF DOCLrENT5 is PROPRIETARY BY NATURE. ANY USE OR D I SOLOS OTHER TI44J'J T3-IAT 0HICI.4 RELATES TO THE CL TENT NAMED 15 STRICTLY PROI-I ISITED_ 5 SPRINGS E 1 N � SE4pr1D) 1224 ANDOVER PARK E TUKWf L A, WA '38188 i ALPW 1 AND GAMMA SECTOR ANTENNA MOUNT DETAILS S. 4, 41111411Er• 4.1 S-4 • I SUBMITTALS RECEIVED CITY CF TUKWILA ti ' PERMIT CENTEF.' 1 AR 20/03 ISSUED FOR DP./CONST- 0 MAR 12/03 *WED FORT £VIEW • 1 11 I I I I I I I I I I I I I I 1 I I I I I I I I I REFER TO S -5 FOR ELEVATION AT BETA SECTOR APPLY "FIRESTONE" WATER BLOCK SEAL (OR A'PP'ROVED EQUAL) TO WS OF PLATE PRIOR TO INSTALLATION SOPREMA SUPRA-SEAL 1100 PEEL t 51 10( MEMBRANE OVER T?mBER FASTEN BASE P=ATE TO :WOO U$Tu (4) 1/2" DIA. x 6' LONG SAG 5C1 PRE -,_i_ ' -+OLES AND =ILL WITI4 CAJLKWs PRIOR •O TNS'ALL'NCs L4 S5 NOTE : ROOF IS NOT FLAT, ALL MEMBER LENGT1-45 AND GEOMETRY IS TO BE SITE DETERMINED FRICR TO FAIBRICAT ION 1_•r._ 6 "x10" x 3' -0" LONG TIMBERS, TYP. -0' in F 3 - C ' r r -41:1" C r 2 r ! - Mr - 11Ir E lf 1 s i Roar sEhr- ' Y- ANTENNA MOUNT ELEVATION 3/4" _ 1' -•" 0 (/ APPLY "FIRESTONE" ULTRAPLY TPO GENERAL PURPOSE SEALANT (OR APPROVED EQUAL) PL 3/8' BASE PLATE 20GA. GALv. PREFINISNED SI -IEET METAL FLASHING OVER ENTIRE TIMBER. FLASWIT'e MUST BE ONE PIECE (NO SEAMS) LAP NEIL, ROCF MEMBRANE TO ExIS-NG AND OVER TIMBER 6 "xIC: - "`"BER. REFER TO NOTE 4 8 TYP. FL,4SNINCs AND PLATE ATTACI-4MENT DETAIL F-�.5 = N - ` BEQ -C BLOCKING • , SCRE4.5 /I .` 2 Ex - NG ROC'7F -10" TYP. TIMBER ATTAG1aMENT DETAIL Um or ow 16GA. GALV. METAL CONE TOP SCREWED TO SHROUD SIMILAR Ft 3 "x1/4" TOP RING 1/4" x 4" VERTICAL SPL ICE PLATE ANTENNA INSTALLED BY CONTRACTOR 1/4" FRP SHROUD 4" NOMINAL DIA. (4 1/2" OD.) SCI-1 40 PIPE ANTENNA MAST PL 6"x1/4" SPLICE RINGS AFTER FINAL ANTENNA AZIMUTH ADJUSTMENTS NAVE BEEN MADE, SITE NOTCI -1 SWEET METAL TO ACCOMODATE DIAGONALS UPPER DIAGONAL CONNECTION 16GA GALv SHEET METAL COVER PANTED TO MATCH FRP PANELS MU 2" NOMINAL PIPE (2 -3/8" OD) SCH 40 DIAGONAL BRACE, TYP. • I -612" •r -4r ' r LOWER DIAGONAL j r - CONNECTION rr ✓MOLES FOR 5/8" DIA. BOLTS, TYP. SLOT PLATE INTO END OF PIPE GLUE DOWN TIMBERS USING DAP 4000 SUBFLOOR ADHESIVE OR APPROVED EQUAL I II ----- - a 1- 1/2 " •1' -0" 0 " ■ PLAN VIEW 7 TYP. TIMBER •TTAGPMENT DETAIL Fr _ 1/2" COJINTERSMK AND PRE-DRILL HOLES BEFORE INSTALL I i�1G 1/2" DIA. x 12" LONG LAG SCREWS GLUE DOUJ4 TIMBER USING DAP 1000 VOC SUBLFOOR ADHESIVE OR APPROVED EQUAL EXISTING ROOF SHEAT ING EX S`"+G ROOF GNRCERIeEAM PL 3/8" CONNECTION PLATES, TYP. ANTENNA MAST PL 3/8 ", TYP. UPPER CONNECTION • DIAGONAL BRACE - 1/16" PL 1/4" OUTER RING PL 1/4" SPOKE TO MATC44 WIDTW OF RING, TYP. PL 3/8" INNER CLAMP RING TO MATCH PIPE DIA. (4) 1/2" DIA. BOLTS CM NUTS a WASHERS, TYP. (2) BOLTS AT 3" RING ADJUST SCREENING ROTATION ON SITE TO SUIT ANTENNA AZIMUTH PL 3/8" BASE PLATE c4 1- 1/2 " =1'-0" 0 6" 1/2" PL 3/8 ", TYP. FASTEN BASE PLATE TO TIMBER WITH 1/2" DIA. x 6" LONG LAG SCREWS, TYP. LOWER CONNECTION 7/WELD MAST TO BASE PLATE. PROVIDE DRAIN 1' -TOLE FOR GALVANIZING FASTEN BASE PLATE TO TIMBER WITH 1/2" DIA. x 6" LONG LAG SCREWS MAST CONNECTION r s PL 3/8 ", TYP. St Co BASE PLATE 0 6" t % 9 RING SECTION 1- 1 /2" =1' -0" 0 6" 1I6GA GALv 5+-EET METAL COVER PAi1NTED TO MATCH FRP PANELS C/L 1 SECT 1.4,2•wr -dr • •' 1 CL FIASEAL COATED 12 -14x1 i/2 " 441)4 TEO( SCREWS BY IT1U SU':_DEx OR APPROVED EQUAL rJ'4'``,t4 i^CA1. SPLICE 0 ♦' OF 2 1/4" FIXED FRONT FRP PANEL NOTES: 1. REFER TO A -2 FOR STRUCTURAL STEEL AND FIBERGLASS SPECIFICATIONS. 2. REINSTATE ROOFING MEMBRANE AND ALL FLASK -ZINGS IN AFFECTED AREA WITH COMPATIBLE ROOFING SYSTEM TO MAINTAIN CONTINUITY OF MEMBRANE AND ROOF DRAINAGE. ALL ROOFING WORK TO SE DONE IN ACCORDANCE WITI -I CHAPTER 15 UBC 1991. CONTRACTOR TO PROVIDE APPROPRIATE WARRANTY FOR ROOF REPAIR. COORDINATE WITH CONSTRUCTION MANAGER. 3. PROVIDE B1RD SCREENS AT ALL OPENINGS. 4. EXACT LOCATIONS OF TIMBERS TO BE SITE DETERMINED. ENSURE TIMBERS ARE LOCATED OVER BEAMS AS 51~4OWN ON 5 -6. 1/4" STAINLESS STEEL SELF TAPPING SCREWS 1' -9 1/2" I.D. FRP SHROUD ELEVATION 3/4 " =1' -0" 0 1 2 PL 1/4 "x4` VERTICAL SPL ICE PLATE, TYP. OF 2 FASTEN REMOVABLE FRP PANELS WITT -4 S5 I /4" BOLT CJW NUT AND WASI -4ER AT fv " 0 /C, TYP. TACK WELD NUT TO VERTICAL SHROUD SECTION I -1/2 *' -0' O to 1/4" REMOVABLE REAR FRP PANEL 1/4" STAINLESS STEEL SELF TAPPING SCREWS 1/4" FRP SCREENING SS 1/4" DIA. BOLT, TYP. TACK WELD NUT AT REMOVABLE PANEL ONLY of TO" Cjri IA " '''' • L4 is W I R E L E S S 11 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 E NGINEERING 6201 - 1'1688 - 66TH AVE SURREY, SC V35 "1x1, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -643I TOLL FREE: 1 -811- 345 -4045 EMAIL: ma i 1 0trlcerlg.Gom WEB: www.trkers.com ■ PROJECT NO; 0215 -111 1 DR4JLN B`Ir BOB. 1 CI-IECKED BY; FM 1 CAD FILE: 0215 -11154 1 THE INFOQ!'1ATION CONTAINED IN TWIS SET OF DOCLrENT5 is PROPRIETARY BY NATURE. ANY USE OR D I SOLOS OTHER TI44J'J T3-IAT 0HICI.4 RELATES TO THE CL TENT NAMED 15 STRICTLY PROI-I ISITED_ 5 SPRINGS E 1 N � SE4pr1D) 1224 ANDOVER PARK E TUKWf L A, WA '38188 i ALPW 1 AND GAMMA SECTOR ANTENNA MOUNT DETAILS S. 4, 41111411Er• 4.1 S-4 • I SUBMITTALS RECEIvED crrYoF TUKWILA ..., 0 PERT CENTER I MAR 20/03 t55LJED FOR B.PiCONST. 0 . - MAR 12/03 ISSUED FOR REVIEW S 4 I'-10" 16GA, GALV. METAL CONE TOP SCREWED TO SHROUD SIMILAR PL 3"x1/4" TOP RING 1/4" x 4" VERTICAL SPLICE PLATE ANTENNA INSTALLED 8Y CONTRACTOR 1/4" FRP SHROUD 4" NOMINAL DIA. (4 1/2" OD) SCI-1 40 PIPE ANTENNA MAST PL 6"x1/4" SPLICE RING AFTER FINAL ANTENNA 'AZIMUTH ADJUSTMENTS HAVE BEEN MADE, SITE NOTCH SHEET METAL TO AC.COMODATE DIAGONALS 6"x10" x LOt■ TIMBER I I I I I I I I I I I II * I I I I 1 1 I 1 I I if 4NTENNA MOUNT ELEvATION 0 I 2 UPPER DIAGCNAL CONNECTION 1'GA GALV SHEET METAL COVER PAINTED TO MATCH FRP PANELS Pi- 6"x1/4" SPLICE RING 6'-0" 2" NOMINAL PIPE (2-3/8" OD.) 5C14 40 DIAGONAL BRACE, II II EL NOTE: ROOF IS NOT FLAT, ALL MEMBER LENGT1-15 AND GEOMETRY Is TO BE SITE DETERMINED PRIOR TO FABRICATION LOWER DIAGONAL .... /C - CONI4ECTION 1 GLUE Dam TIMBERS USING DAP 4000 SUBFLOOR ADI-ESIVE OR APPROvED EQUAL 6 x)�• x 3'-0" LONG TIMBERS, TYP. UN.O. NOTES: O 1. REFER TO A-2 FOR STRUCTURAL STEEL AND FIBERGLASS SPECIFICATIONS. 2. REINSTATE ROOFING MEMBRANE AND ALL FLASHINGS IN AFFECTED AREA WITH COMPATIBLE ROOFING SYSTEM TO MAINTAIN CONTINUITY OF MEMBRANE AND ROOF DRAINAGE. ALL ROOFING WOW TO BE DONE IN ACCORDANCE WITH CHAPTER 15 UBC 1591. CONTRACTOR TO PROVIDE APPROPRIATE WARRANTY FOR ROOF REPAIR. COORDINATE WITH CONSTRUCTION MANAGER. 3. PROVIDE BIRD SCREENS AT ALL OPENINGS. 4. EXACT LOCATIONS OF TIMBERS TO BE SITE 1:)ETERMINED. ENSURE TIMBERS ARE LOCATED OVER BEAMS AS SHOUJN ON A-3. go 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378-4000 ditr ENGINEERING .201 - 11688 - 66TH AVE SURREY, BC V35 1X I, CANADA TEL (604) 514-6432 FAX: (604) 514-6431 TOLL FREE: 1-811-345-4045 EMAIL: mailstrkarscom WEB: www.trikerg.corn !PROJECT NO: 02 - 5 -111 DRAWN 5 BIDES. CHECKED BY: FM. 1 CAD FILE: 0215-111S5 TWE INFOWIATION CZNTANED N TI415 SET OF DOCUMENTS 15 FROPRIETAWr BY NATURE_ ANY U5E OR D *CLOSURE OT1.4ER TwAN Te4AT w1-1104 RELATES To THE CLIENT NAr•IED STR/CTLY PROHISITED. 6 SPRINGE5ROOK/KLE N (5E40110 ) 1224 ANDOVER PARK E TUKLJ L A. WA 58 1 E38 BETA SECTOR ANTENNA mouNT IDETAILs Sa-5 J., SUBMITTALS RECER • E` I CITY OF TUKW1LA 1 PERMIT CENTER I I MAR 20/03 ISSUED FOR BPJCOdST. 0 - MAR 12/03 ISSUED FOR REV1EW N 15•-0" EASEMENT 1 59' -1 "t r • I ,w EXISTING ASPHALT I PARKING LOT d It 6 a 4 1 :. GAMMA SECTOR AZIMUTH 240' r LINE, TYP. EXISTINCs SETE3ACK 8' -1 "t v • 1 EXISTING PROPERTY LINE, TYP. 44 40 • 21' -9" EXISTING " EXISTING ROOF VENT, TYP. EXISTING MECI-4ANICAL UNIT, TYP. I I EXISTING PIPING 21' -9" EXISTING BUILDING EXISTING ASPHALT PARKING LOT S 58'05"2III 253.00' _ E Ex1ST NG SU:LONG • ROOF f,/11�i• • = r -O• e a 8 EXISTING PURL INS, TYP. EXISTING GIRDER LINE, TYP. EXISTINCs SKYLIGHT, TYP. N 88 w 253.00' 21 -9" n� C v EXISTING PIPING I I E ROOF STRUCTURE PLAN 2C 21' -9" VOICESTREAM 11' -0 "x18" -0 " LEASE AREA, REFER TO A -4 FOR COMPOUND LAYOUT 21' -9" 1 21' -9" E911 ANTENNA LOCATIONS T.B.D. 5'-1"t INFORMATION FOR ROOF FRAMING WAS OBTAINED FROM DRAUJINCxS PREPARED BY BITTMAN � SANDERS AND ASSOCIATES. THIS INFORMATION IS FOR REFERENCE ONLY AND IS TO BE CONFIRMED PRIOR TO CONSTRUCTION. I ~r, N ' 1 tr r ` ■ • EXISTING ASPHALT LANE 33' -4 "t 1 I 4 1ift d1 n 0 co 10' -00" L fi 1 C BETA SECTOR AZIMUTH 120" ••rik's► treC7177 M 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378-4000 E NGINEERING 11201 - 11688 - hbT4-4 AVE SURREY, BC V35 1X1, CANAD A TEL: (604) 514 - 6432 FAX: (604) 514 -6431 TO: 1 -811- 345 EMAIL : FREE maII•trkerI c.om - WEB: WWW.trk I1Cg.CC?111 PIRDJECT 025 -111 i PR4J N BY: L.G. i CI- ECKED BY: FYI. i CAP FILE: ?.nom -11)56 i TlE INFORMATION CONTAINED IN TI41S SET OF DOC,UMENT5 '5 PROPRIETARY BY NATURE_ ANY USE OR D I S' CLOSURE OTHER THAN THAT ,$4IC 4 RELATES TO THE CLIENT NAMED 5 S''RIC`LY PROW'S !TE . S "_'' ING ROO ./ LE N t5E4c1 1224 ANDOVER pAR< E TuKo L A , WA 8' S8 EY. I$TING F occ STRUCTURE PLAN S-6 e • • ft I • SUEM E TTAL S 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378-4000 '201 - 11688 - 66TH AVE SURREY, BC V35 1X1, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -6431 TOLL FREE: 1 -S11- 345 -4045 EMAIL: maiI•trk" ng.com WEB: www.trkeng.em o PROJECT NO: 0215 -111 OTTS -11E1 RECEIVED OF TUKIMLA 111, -7) ? t3 ? �J3 PERMIT CENTER 1 20/03 ISSUED FOR BPX..ON.ST_ 0 h1AR t2�m3 ISSUED FOR REVIEW THE WOW- TATION CONTAINED IN THIS SET OF E>oa 1ENT5 I S PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY PROWISITED. - E " 'RINGS O E N 1 5E4011D 1224 ANDOVER PARK E TUKWILA W.4 was ELECTRICAL SPECIFICATION 1. ALL ELECTRICAL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. 2. COMPLY WITH THE LATEST EDITION OF THE UNIFORM BUILDING CODE, THE REQUIREMENTS OF ALL APPLICABLE MUNICIPAL AND STATE CODES AND REGULATIONS, AND UTILITY GUIDELINES. 3. PERFORM ALL VERIFICATION, OBSERVATIONS, TESTING AND EXAMINATION OF WORK PRIOR TO THE ORDERING OF ELECTRICAL EQUIPMENT AND T1-IE ACTUAL CONSTRUCTION. ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE CONSTRUCTION MANAGER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES. 4. READ TI -4ESE ELECTRICAL DRAWINGS IN CONJUNCTION WITH THE DRAWINGS AND SPECIFICATIONS OF ALL OTHER DISCIPLINES. REPORT ANY DISCREPANCIES TO CONSTRUCTION MANAGER AND CONSULTANT. 5. CAREFULLY EXAMINE THE SITE AND CONDITIONS OF THE PROPOSED WORK TOGETHER; WITH THE WORK OF ALL OTHER TRADES. INCLUDE IN THE TENDER PRICE ALL COSTS FOR WORK SUCH AS CUTTING AND PATCHING, REROUTING AND REPOSITIONING OF ELECTRICAL EQUIPMENT AND WIRING, MADE NECESSARY TO ACCOMMODATE THE EQUIPMENT AND ELECTRICAL SYSTEMS S4 -1OWN. CUTTING AND PATCHING OF THE EXISTING BUILDING TO ACCOMMODATE THE WORK OF THIS TRADE SHALL BE DONE BY WORKMEN SKILLED IN THE APPROPRI ATE TRADES. 6. PROVIDE LABOR, MATERIALS, MISCELLANEOUS SERVICES, EQUIPMENT IDENTIFICATION (BY MEANS OF LAMACOID NAMEPLATES), TESTING AND BALANCING AND ANY OTHER ITEMS NECESSARY TO COMPLETE THE WORK SHOWN AND SPECIFIED. INCLUDE ALL ITEMS NECESSARY TO COMPLY WITH CODES AND AUTHORITIES HAVING JURISDICTION AND NECESSARY FOR COMPLETE AN OPERATING ELECTRICAL SYSTEMS. WORK SHALL BE PERFORMED IN AN ACCEPTABLE MANNER BY SKILLED TRADESMEN. ANY UNSATISFACTORY WORKMANSWIP SHALL BE REPLACED TO THE SATISFACTION OF THE CONSULTANT. 1. ALL SERVICES PENETRATING WALLS OR FLOOR SLABS SHALL BE IN CONDUIT UNLESS SPECIFIED OTHERWISE. ALL EXISTING AND NEW CONDUIT PENETRATIONS THROUGH FLOOR SLAB SHALL BE SEALED WITH A NON - SHRINK, WATERPROOF, FIREPROOF SEALANT APPROvED BY CONSULTANT AND LANDLORD. 8. THE CONTRACTOR SHALL X -RAY WALLS OR FLOOR SLABS IN ALL AREAS REQUIRING CORE DRILLING_ DO NOT PROCEED WITH CORE DRILLING UNTIL X -RAY INSPECTION HAS BEEN CARRIED OUT TO ASCERTAIN PROPER LOCATION FOR PENETRATION_ CORE DRILLING IS NOT ALLOWED N COLUMN CAP AREAS_ 9. ALL CORE DRILLING OF THE :STRUCTURE THROUGH WALLS OR FLOOR SLABS IN AREAS OCCUPIED BY OTHER TENANTS SHALL BE CARRIED OUT DURING I- (OURS, TWAT ARE 'CONVENIENT TO THE BUILDING OUJ ER AND PROPERTY MANAGER. THE CONTRACTOR MUST REPAIR ANY DAMAGED SERVICES AT 1-HS OWN EXPENSE. SEAL ALL PENETRATIONS. 10. PROTECT WORK OF THIS AND OTHER TRADES, EXISTING FINISHES, SYSTEMS AND SERVICES WHIC1 -4 MUST REMAIN IN OPERATION. REPLACE AND /OR REINSTALL ANY EXISTING DEVICES WHICH ARE TO REMAIN THAT ARE IMPROPERLY INSTALLED OR CREATE ANY INTERFERENCES WITH NEW CONSTRUCTION. 11. SCHEDULE AND COORDINATE ALL WORK WITH OTHER TRADES ESEFORE INSTALLATION OF EQUIPMENT TO AVOID CONFLICT DURING: OR AFTER INSTALLATION. 12. MINIMIZE DISRUPTION TO EXISTING SERVICES U1-ERE NEW WIRING: WILL BE COIWECTED TO THE EXISTING. ARRANGE WITH THE OINER FOR A SHUTDOWN 'PERIOD SATISFACTORY TO BOTH PARTIES_ 13. PROVIDE TEMPORARY POWER SUPPLIES WITH RECEPTACLES FOR ALL TRADES TO FACILITATE CONSTRUCTION EQUIPMENT, E. WELDER, SAWS, ETC. RELOCATE AND REMOVE SERVICES AS DIRECTED SY CONSTRUCTION MANAGER OR THE CONSULTANT. 14. CUT BACK AND CAP UNUSED RACEWAYS TO A CONCEALED LOCATION SO THAT THE FINISHED WORK APPEARS NEAT AND CLEAN. REMOvE UNUSED, OBSOLETE WIRING SACK TO ITS RESPECTIVE PANEL BOARD. THE DRAWINGS SHOW THE WORK IN ITS FINAL COMPLETED FORM_ ALL BASE BUILDING LUMINARIES OR EQUIPMENT REMOVED BUT NOT REUSED SHALL BE TURNED OVER TO THE BUILD:s OUNER OR DISPOSED OF AS PER THE BUILDING OUNER S INSTRaCTION5. 15_ ALL WRING 5µALL BE SIZED AS NDICATED, ;U'Tw ?"11!Vrmirt 600v 74-41-1N INSULATIC ti. ALL NEa 4U1rR"VCs SE COLOR CODED COPPER, minutia di!2 AWIG n -440.4 Acv W TP sic AWCs OvER 15 FEET UNLESS NOTED C"-4ER.:: J 5� -1AiL SE RJtN CONCEALED N E!"'!' L NLE55 .^' --EQ.. 5E NOTED_ CONCEALED AC-90 CAN BE :USED =OR .:, 0JI` : ROP5 OUTLET TC T AND IN PART ' ONS .HESS PROH'B'TED 13 CODE OR CT4- ER,..; SE ` C E :. AC -90 ..•Q,. SE RLN UP' TC 20 I EET !N CE Ste. E. A._._ AC -°C AN C.ONID:.. " SE SUPPORTED AS --fs -- AS ":' :"56 +5,..E .ABOVE CE :LING 'O Arl:_GO. 4"•■,A- CE ' _.E5 AND �..P*T .AR "E5 ETC. CAS. E5 AI; 'wC REST ON. _ "E CE tib AFL ;!PE 3 Z:E10E5 "' 5 --iL.L F'E AP"R]CV EC;u: NT Jc 5.4 *-1E --, vc 5--• _ BE Or T0 4E 54. `'"AN..FA T.,JREQ - 'WES* 4►'E Ex S' 5 i., AN73' C-- RG„ ! S SER?vE S CRC. - ca' -4.o ', O A.._ Ex S' C C S ' € 1 °R1C..IECT }_ €.'• Ste" PPOWER :*`" AN Ex y-. NCI SO s R;,, PRIOv DE NEU. CA:Cb.ol PROTECT ON :E 1 GE '.^. '`"4':J' Exr5''NG PANE- BOARD ' 11:3 ANC A :. 4A►''wCs AINC 45 ►EOE56AiQr" rC "'EE TAE C ' REQU, RE""EN'S 5-W • C7v TwE DRAWINGS NIEW G'RC..i BREAKERS T R€C RET`'ENr'S Or ''">~E _A'ES` ED " Or Or l'61 IN A ELEC IWCAL • I. CIRCUITING SHOWN IS DIAGRAMMATIC ONLY AND 15 INTENDED TO SHOW GENERAL CIRCUIT LOADING AND ANY REQUIRED SEPARATE CIRCUITS. 20. REARRANGE CIRCUITING AS NECESSARY TO ENSURE A BALANCED LOAD ACROSS ALL PHASES OF PANEL BOARDS INVOLVED WITH THE PROJECT. 21. PERMANENTLY TAG EACH CONDUCTOR OF EVERY SYSTEM IN EACH PANEL BOARD, PULL BOX, J -BOX, SWITCH BOX, ETC. 22. ALL CIRCUIT BREAKERS, FUSES, AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING SHORT CIRCUIT CURRENT RATING EXCEEDING THAT TO WHICH THEY MAY BE SUBJECTED, (A5 NOTED ON DRAWINGS), AND A MINIMUM 10 ,000 A.I.G. 23. PROVIDE A SUITABLE INDEPENDENTLY SUPPORTED AND APPROVED OUTLET BOX FOR EACH LUMINAIRE, SWITCH, RECEPTACLE AND OTHER DEVICE. OUTLET BOX SHALL BE COMPLETE WITH COVER PLATE LABELED TO INDICATE BRANCH CIRCUITS CONTAINED THEREIN. WHERE DEVICES OTHER THAN COMMUNICATION OUTLETS ARE SHOWN GROUPED TOGETHER, THEY SHALL BE MOUNTED IN A COMMON OUTLET SOX WITH SUITABLE BARRIERS AS REQUIRED. PROVIDE COMMON COVER PLATES OVER ALL DEVICES. 24. COORDINATE ALL LUMINAIRE LOCATIONS WITI -I ALL MECHANICAL SYSTEMS. 25. INSTALL A 200Ib. RATED 1/8" NYLON PULLROPE IN ALL EMPTY CONDUITS. 26. ALL METAL CLAD CABLES INSTALLED SHALL BE SUITABLE FOR USE IN BUILDINGS OF NON - COMBUSTIBLE CONSTRUCTION AND CONNECTORS SHALL BE WATERTIGHT. 21 PROVIDE ALL NECESSARY GROUNDING AS REQUIRED BY LOCAL AUTHORITIES AND THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. 28_ ALL INSULATED GROUND GABLE TO BE GREEN STRANDED COPPER. 29. PROVIDE A SEPARATE GROUND WIRE IN ALL RACEWAYS AND CABLES. 30. ALL EXPOSED CONDUIT SHALL BE ALIGNED WITH EXISTING EQUIPMENT AND STRUCTURAL ELEMENTS. CONDUITS SHALL NOT BE RUN PARALLEL TO 140T WATER OR STEAM LINES. WHERE CONDUITS CROSS OVER EXISTING CONDUITS OR LINES, THE CONDUITS SHALL BE FASTENED WITH 4" SEPARATION, MIN. 31. LIQUIDTIG1.4T FLEXIBLE METAL CONDUIT: USED WHERE PERMITTED BY CODE. 32. ALL PANELBOARD DIRECTORIES INVOLVED WITH THE PROJECT SHALL BE UPDATED AND REPRINTED TO REFLECT ALL CHANGES ASSOCIATED WITH ELECTRICAL INSTAL LAT ION/RENOVATION. 33. PROVIDE PHENOLIC PLASTIC LAMINATE NAMEPLATES WITH MACHINE ENGRAVED BLACK PLATE, WHITE LETTERS, EXCEPT AS NOTED. NAMEPLATES SHALL BE ATTACHED WITH SELF TAPPING SCREWS OR RIVETS. (UNLESS NOTED OTHERWISE). REFER TO NAMEPLATE SCHEDULE. 34. ALL FIRE ALARM CONDUIT SHALL CONTAIN ONLY WIRING USED FOR THE FIRE ALARM SYSTEM. FIRE ALARM WIRING: TO BE INSTALLED IN EMT CONDUIT ONLY, WITH WATER TIGHT CONNECTORS AND COUPLINGS, UNLESS OTHERWISE NOTED. 35. PROVIDE A FIRE ALARM VERIFICATION CERTIFICATE FOR ALL NEW AND RELOCATED FIRE ALARM DEVICES. VERIFY ALL EXISTNG ALARM RECEIvI G AND SIGNALING CIRCUITS AFFECTED BY THIS PROJECT. 36. A COMPLETE SET OF RILL SIZE ELECTRICAL DRAWINGS MUST BE ON SITE AT ALL TIMES. MARK "A5- BUILT" INFORMATION, IN RED, ON SITE SET ONLY. 31. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING, FILING, AND FEES N CONJUNCTION WITH THE PROJECT. 38. THE CONTRACTOR SHALL SCI- EDUL.E ALL NECESSARY INSPECTIONS WITH THE PROPER AUTHORITIES AND I1'F 1 vOICESTREAM 24- 1-1OURS► N ADVANCE. ALL TICKETS AND tN5FEcTioN VERIFICATIONS WILL BE SUBMITTED TO THE O .NER'S REPRESENTATIVE WITHIN 24 -14OURS AFTER THE INSPECTION HAS TAKEN PLACE. 39. CONDUCTOR LENGT145 SHALL BE CONTR4JOUS FROM TERMINATION TO TERMINATION WITHOUT SPLICES. AO_ WIDE PULL BOXES WHERE SIHOUN AND /OR WHERE REQUIRED BY CODES AND /OR UTILITY COMPANIES. NAMEPLATE SCHEDULE PROPERTY OF VOICESTREAM WIRELESS DO NOT OPERATE MOUNT BESIDE BREAKER IN PANEL PROPERTY OF VOICESTREAM WIRELESS G1-1ECK METER MOUNT ON METER BASE 4 " MOUNT BESIDE GENERATOR RECEPTACLE i r s , II MOUNT ON PANELBOARD MOUNT TO SWING GATE 8 1: PROPERTY OF VOICESTREAM WIRELESS EMERGENCY GEN -SET 120/208V, IPH, 3W cn PROPERTY OF VOICESTREAM WIRELESS 200A PANEL 120/2013V, !PK 3&U VOICESTREAM WIRELESS SE4017 NOTE: ALL NAMEPLATES TO BE 1/8" THICK LAMACOID, BLACK FACE, WHITE CORE, FASTEN WITH APPROVED ADHESIVE. EQUIPMENT SPECIFICATION 1_ CHECK METER TO BE 200AMP, 208VOLT, PH, 5 JAW, UL APPROVED FOR CI-ECK METER APPLICATIONS TO PROVIDE ACCUMULATIVE KILOWATT HOUR READINGS. 2. GENERATOR RECEPTACI E TO BE APPLETON CAT. NO. AJA20034- 200 -RS. 3_ PANELSOARD TO BE EYLANDER PART U"IT5- 200 -32 -GE -200 OR APPROVED EQUAL. APPROVED MANUFACTURERS: FPL, SIEMENS, SQUARE -D, CUTLER - HAMMER. 4. LIGHT FIXTURE TO BE COOPER QZUIEDGE CAT_ NO_ QZ?5L C/W 500W QUARTZ LAMP AND MOUNTING ACCESSORIES. 5. U.EATHERPROOF DUPLEX RECEPTACLE AND TOGGLE SWITCH TO BE SPECIFICATION GRADE_ • EXISTING SERVICE CONDUCTORS 200A, 208V, 2P CIRCUIT BREAKER TO MATCH EXISTING 3- •250MCM THHN PLUS "16 GROUND IN 2 1/2" EMT 3 - T1-11-IN PLUS '16 GROUND IN 2" WIC 2004,120/208v,1 3W PANELBOARD CAU 2-200A MECHANICALLY INTERLOCKING MAN BREAKERS TRANSITION TO BELOW GRADE 3 -16 THHN PLUS "10 GROUND IN 1" RIGID PVC CONDUIT POWER CABINET TRANSITION TO ABOVE GRADE TRANSIENT VOLTAGE SURGE SUPPRESSER (SUPPLIED BY TBD. VOICESTREAM WIRELESS, INSTALLED BY CONTRACTOR) 200A h 20A MECHANICAL INTERLOCK 60A 2004, 120/208v, IPH, 3W CHECK METER C/W 5 JAW BASE SINGLE LINE DIAGRAM EXISTING CT/PT CABINET EXISTING PSE BULK METER • Z02612341 EXISTING 600A, 120/208v, 3P1-1, 4W PANELBOARD IN THE SOUTH ELECTRICAL ROOM EXISTING CIRCUIT BREAKER, TYP. INSIDE BUILDING OUTSIDE BUILDING 3 -"3/0 T1-14-IN PLUS "6 GROUND IN 2" WIC GENERATOR RECEI PTACLE l.� 3 - THHN PLUS "12 GROUND IN I/2" RMC GFI DUPLEX RECEPTACLE LIGHT SWITCH 2- THHN PLUS 6 12 GROUND IN in" RMC _\ JJ 2- TI -11#4 PLUS "12 GROUND IN 1/2" WIC UEAT I- IERfiRC.k'7 : LIGHT CIRCUIT DESCRIPTION POUER CAB ITT SURGE SUPPRESSER PANEL SCHEDULE -0 --0 -0 1604 0 -- 0 TB.D. --O B 204 20A 0-- ot?"7 20A 0- SA 0 O -! 0 0--- C IRCLJ IT DESCRIPTION F ARE SPARE CfrI 17 Poiti it APplit 400 • !i SUBMITTALS RECEIVED CITv CF TUKWILA N .. L J PERMIT CENTER 1 NIAR 20/03 IS51ED FOR 15PJCON5T_ 0 , MAR 12/03 - I56UED FOR REVIEW - •- • t ROUTE RACEWAYS UP TO CEILING. REFER TO MAIN FLOOR PLAN ON TI-i15 DRAWING FOR CONTINUATION EXISTING 600A, 120/208v, 3 . 44; ic 3 -'2 50MGM T;45-4N PLUS ! 6 GROUND IN 2 1/2" E 1T 0 2/0 TW GREEN IN 3/4" EMT PROVIDE GROUNDED NG AT C DU1 r TERR" INAT ION N + - '04':' -C' w C M 3 r II "="1Zv / r' 2.00v • c -44 GREEN TO Ex STING SEI4vIICE E i - RANGE GROUND ELECTRICAL ROOM ELEVATION •• • ca , 'IRES&O i CCN1NEC"'OR TAPED u6MTi-i GREEN Ville ►'L ELECTRICAL TAPE.. 'r "v ELECTRICAL ROOM PLAN SPACE 11 5" 1 -- SPACE "A" I ' I � FASTEN RACEWAY TO UNDERSIDE OF CEILING: WITI -4 UNISTRUT AT 10' - 0" 0 /C, TYP_ MAIN FLOOR PLAN 1/16"=1I-0" 0 4 8 20 TERMINATE CONDUIT AT EXISTING TELCO BACKBOARD_ PROVIDE GROUNDED SUSI4MCs AT CONDUIT "TERM INAT I QN 2 ' 1 :'`J .L E Ex'5 G G BACKBOARD ow REFER TO NOTE I, TYP. COMPOUND ELECTRICAL LAYOUT --f 3- •25011cM TI-4-IN PLUS 0 6 GROUND IN 2 1/2" EMT .2/0 TW GREEN IN 3/4" EMT 2" EMT C/W PULLROPE (TELCO) 1-- r ■ J . t • C OR 'C Ex STP. G SERv CE EN"VANIGE CalitC71,1C ELECTRICAL ROOM PLAN W7'*F' -47" C II 2 3 11■140 41► • 3- •5071C?"' "b GR LND 14 . 2 72' E'' �i • • "="40V`DE 2004. 206v CfR.Q4`* BREAKER TC 91 1ATC 4 EX S Ex'FS rp G 6004 70 '2eev 3R+. 4 L' PDAINELBQAND 1 L • NOTES: I. ALL FIRE RATED WALL AND FLOOR PENETRATIONS ARE TO BE CAULKED AND SEALED WITH A FIRE RESISTANT CAULKING TO MAINTAIN TI'-IE INTEGRITY OF THE FIRE SEPARATION. 2. PROVIDE CORE DRILLING AS REQUIRED. REFER TO ELECTRICAL SPECIFICATION ITEMS 1, 8 AND 9. SEAL BOTH SIDES OF PENETRATION. 3. UTILIZE SONNEBORN TYPE NP -1 CAULKING FOR SEALING ALL EXTERIOR PENETRATIONS. a 3 -0 if? l` FASTEN RACEWAY TO UNDERSIDE OF CEILING WIT44 1J415TRUT AT 10'- 0" 0/C, T`I'P' i • • • • �- - C *"ANFLOOR Ah :Jv 5 DRAiniJING =Owi' C.•0\ Ni,iA" ION R c--R -C - - • -.•o L E° 4 14 41:4' *() v o tu i , i lit o T 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378-4000 E NGINEERING •201 - 11688 - 66TH AVE SURREY, BC V35 '1X1, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -6431 TOLL FREE: I -811- 345 -4045 EMAIL: ma I I •trkar►g rcom WEB: www.trkengcOm PROJECT NO: 0215 -111 i DRAWN BY: PA C$1ECKED BY: CB. i GAD FILE: 0215 -111E2 1 THE INFOFiV1ATION CONTAINED IN 71-415 SET OF DOCUMENTS 15 PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTl4ER TNAN TI..1AT Wd1CN RELATES TO THE CLIENT NAMED 15 STRICTLY PROHIBITED. 5 "'E SPRINGBROOKYKLE IN ( SE4C11D ) 1224 ANDOVER PARK C E ' L A WA 9&'S ELECTRICAL DETAILS i I 2- T4-44-IV PLUS 41 12 GROUND IN I/2" R"'1C TO LICE -4T FIXTURE ON WALL 'r,: `\ 0 O 0 0 000< ) > 0 pG 0 U 0 °P0 0 0 O 0 L o 00 0�0 �c a 3/4":1 0 1 d WARNING TAPE 1' - 0" MIN. CONCRETE PAD - 000` TRENCH SECTION 4 4 4 D O nO0 J p -'0 x, 0 ° 0_0 ( 0 0 0 {.,0 0 r) c ° BACKF I L L AND COMPACTION TO MEET REQUIREMENTS ON S -1 2 TRANSIENT VOLTAGE SURGE SUPPRESSOR (SUPPLIED BY vO!CESTREAM, INSTALLED BY CONTRACTOR) WEATI-4E O GFI 1DUPLEX RECEPTACLE 1iAT LIC33 -iT 541 WALL *IOUs"' 18 'x2 .4'"X IC 4-40 A4ti BGX BRICK SAND 2 E"•• NCO: 3 -'I'v TI-11-IN PLUS '10 GROUND IN I" RIGID PVC CONDUIT 1" RIGID PVC CONDUIT CAL/ 2 -CAT 5 N3 4. 'Q'a -^ foectrc R NG 3 -* -- .0.0% � „ � �•IC - c O � C ASK °1ki1 'R :4r1 - - 3 A -y C 1' 2 D r R Gs � �° err CJND'.: i ,. C C2 5 TO r" •'` �ALK vp�w� � - .�. -- 0... R C 1r. 0 T.BD. WALL MOUNT PANELBOARD 3 -*12 T4 -44-IN PLUS '12 GROUND IN 1/2" Rr1C - ELECTRICAL EQUIPMENT ELEVATION VO ICESTREAM EQUIPMENT CABINET 3-' THHN PLUS 0 10 GROUND IN 1" LIQUIDTIGI-IT FLEXIBLE METAL CONDUIT f 3- THHN PLUS 0 10 GROUND IN I" RIGID PVC CONDUIT 3/4 " =1' - 0" 0 1 WALL MOUNT C44ECK METER 3 - '25l1MGM T1-11-IN PLUS '16 GROUND M 2 1/2" EMT WALL MOUNT GENERATOR RECEPTACLE 3 -'3/0 T4-M 44 PLUS 96 GROUND IN 2' Rt 1C .a GROUND CONCtirr AND `�— BUI5. . �'LiJGs END CIF CONDt.►' an+ D1.tx5EAL TO C'a O ND RING 2 NOKIA ULTRASITE CABINET ' -1 CITYTALK POWER CABINET I" LIQUIDTIG4-IT FLEXIBLE METAL CONDUIT C/W 2 -CAT 5 N TELCO/POWER TERMINATION TRANSITION FROM RIGID PVC CONDUIT TO LIQUIDTIG4 -IT FLEXIBLE METAL CONDUIT I" RIGID PVC CONDUIT C/W 2-CAT 5 REFER TO NOTES 1, 2 AND 3, TYP_ REFER TO MAIN FLOOR PLAN ON DRAWING E -2 FOR CONTINUATION, TYP. 3- CM T1I-IN PLUS *6 GROUND N 2 1/2" EMT 0 2/0 TLU CAREEN IN 3/4" EMT REFER TO COMPOUND GROUNDING LAYOUT ON DRAWING E -4 FOR CONTINUATION p WALL MOUNT PANELBOARD 2" EMT C/W PULLROPE (TELCO) WALL MOUNT 18 "X 10" +OMAN BOX 2 -'12 TN+ -RBI PLUS '12 GROUND IN 1/2" RMC FASTENED TO WALL AT 5'-0" 0/C WALL MOUNT WEATHERPROOF L IG4-IT FIXTURE TO WALL. LOCATE FIXTURE AT 8' -6" ABOVE EQUIPMENT PAD 1// 1 %. A A i raw at. .I. 3 -* , T4 4 PLUS '10 GROUVD IN 1" RIGID PVC CONDUIT DIRECT DIED i2"sr -40" 1 2 3 WALL MOUNT C4 -4ECK METER WALL MOUNT GENERATOR RECEPTACLE BELOW 1" RIGID PVC CONDUIT C/W 2-CAT 5 DIRECT II / BURIED II II -II__ - 11 I I II 11 II r1T ,r II 11' • II II II II FUTURE II i II SITS II q II WCDI"1A 11 II I 11 1 II II >44_1 1:11:1 I1 11 II - t 11 II � FUTURE 11 11 NOKI A II II ULTRAS!TE II l 7___ _ 11 'll . I I II 11 1 n il 11 `� 11 ULTRASITE NGKIA ii 11 CABINET 11 11 11 1 U L. * II �� 11 It r II 1 Iii II 1I CITYTALK II I PO4LER II L I {!NET 11 II 11 H '___-__ 11 11 II Il NOTES: I. ALL FIRE RATED WALL AND FLOOR PENETRATIONS ARE TO BE CAULKED AND SEALED WITH A FIRE RESISTANT CAULKING TO MAINTAIN THE INTEGRITY OF TONE FIRE SEPARATION. 2. PROVIDE CORE DRILLING AS REQUIRED. REFER TO ELECTRICAL SPECIFICATION ITEMS 1, S AND 9. SEAL BOTH SIDES OF PENETRATION. 3. UTILIZE SONNEBORN TYPE NP -1 CAULKING FOR SEALING ALL EXTERIOR PENETRATIONS. N L1 O • N N N N N 1 f COMPOUND ELECTRICAL LAYOUT it ---.H.sw-www ji �� -.~v WIRELESS 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 E NGINEERING 0 201 - 11688 - 661 AVE SURREY, BC V35 1X1, CANADA TEL: (604)514-6432 FAX: (604) 514 - 6431 TOLL FREE: 1 -811- 345 -4045 EMAIL: maII•trk nsc-om WEB: WWW.tricemg.com PROJECT NO: 0275 - 111 1 DRAW BY: i CHECKED BY: CB. i CAD FILE: 0213 -111E3 i THE INFORMATION CONTAINED IN T1-415 SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER Ti THAT W-4IC444 RELATES TO T1.IE CLIENT NAMED 15 STRICTLY PROWIBITED. 6 '� SPRINGBR E N (SE40170 1224 ANDOVER PARK E TU WfLA. WA sales ELECTRICAL DETAILS III E -3 • a r • SU81"1ITTALS RECEIVED CM( OF TUKW1 A f1 .-,R 2 6 !v ; DERUAT CENTER AR 20/03 1561ED FOR BPJCONST. 0 MAR T2/03 156&ED FOR REVIEW ■ 2- T4-44-IV PLUS 41 12 GROUND IN I/2" R"'1C TO LICE -4T FIXTURE ON WALL 'r,: `\ 0 O 0 0 000< ) > 0 pG 0 U 0 °P0 0 0 O 0 L o 00 0�0 �c a 3/4":1 0 1 d WARNING TAPE 1' - 0" MIN. CONCRETE PAD - 000` TRENCH SECTION 4 4 4 D O nO0 J p -'0 x, 0 ° 0_0 ( 0 0 0 {.,0 0 r) c ° BACKF I L L AND COMPACTION TO MEET REQUIREMENTS ON S -1 2 TRANSIENT VOLTAGE SURGE SUPPRESSOR (SUPPLIED BY vO!CESTREAM, INSTALLED BY CONTRACTOR) WEATI-4E O GFI 1DUPLEX RECEPTACLE 1iAT LIC33 -iT 541 WALL *IOUs"' 18 'x2 .4'"X IC 4-40 A4ti BGX BRICK SAND 2 E"•• NCO: 3 -'I'v TI-11-IN PLUS '10 GROUND IN I" RIGID PVC CONDUIT 1" RIGID PVC CONDUIT CAL/ 2 -CAT 5 N3 4. 'Q'a -^ foectrc R NG 3 -* -- .0.0% � „ � �•IC - c O � C ASK °1ki1 'R :4r1 - - 3 A -y C 1' 2 D r R Gs � �° err CJND'.: i ,. C C2 5 TO r" •'` �ALK vp�w� � - .�. -- 0... R C 1r. 0 T.BD. WALL MOUNT PANELBOARD 3 -*12 T4 -44-IN PLUS '12 GROUND IN 1/2" Rr1C - ELECTRICAL EQUIPMENT ELEVATION VO ICESTREAM EQUIPMENT CABINET 3-' THHN PLUS 0 10 GROUND IN 1" LIQUIDTIGI-IT FLEXIBLE METAL CONDUIT f 3- THHN PLUS 0 10 GROUND IN I" RIGID PVC CONDUIT 3/4 " =1' - 0" 0 1 WALL MOUNT C44ECK METER 3 - '25l1MGM T1-11-IN PLUS '16 GROUND M 2 1/2" EMT WALL MOUNT GENERATOR RECEPTACLE 3 -'3/0 T4-M 44 PLUS 96 GROUND IN 2' Rt 1C .a GROUND CONCtirr AND `�— BUI5. . �'LiJGs END CIF CONDt.►' an+ D1.tx5EAL TO C'a O ND RING 2 NOKIA ULTRASITE CABINET ' -1 CITYTALK POWER CABINET I" LIQUIDTIG4-IT FLEXIBLE METAL CONDUIT C/W 2 -CAT 5 N TELCO/POWER TERMINATION TRANSITION FROM RIGID PVC CONDUIT TO LIQUIDTIG4 -IT FLEXIBLE METAL CONDUIT I" RIGID PVC CONDUIT C/W 2-CAT 5 REFER TO NOTES 1, 2 AND 3, TYP_ REFER TO MAIN FLOOR PLAN ON DRAWING E -2 FOR CONTINUATION, TYP. 3- CM T1I-IN PLUS *6 GROUND N 2 1/2" EMT 0 2/0 TLU CAREEN IN 3/4" EMT REFER TO COMPOUND GROUNDING LAYOUT ON DRAWING E -4 FOR CONTINUATION p WALL MOUNT PANELBOARD 2" EMT C/W PULLROPE (TELCO) WALL MOUNT 18 "X 10" +OMAN BOX 2 -'12 TN+ -RBI PLUS '12 GROUND IN 1/2" RMC FASTENED TO WALL AT 5'-0" 0/C WALL MOUNT WEATHERPROOF L IG4-IT FIXTURE TO WALL. LOCATE FIXTURE AT 8' -6" ABOVE EQUIPMENT PAD 1// 1 %. A A i raw at. .I. 3 -* , T4 4 PLUS '10 GROUVD IN 1" RIGID PVC CONDUIT DIRECT DIED i2"sr -40" 1 2 3 WALL MOUNT C4 -4ECK METER WALL MOUNT GENERATOR RECEPTACLE BELOW 1" RIGID PVC CONDUIT C/W 2-CAT 5 DIRECT II / BURIED II II -II__ - 11 I I II 11 II r1T ,r II 11' • II II II II FUTURE II i II SITS II q II WCDI"1A 11 II I 11 1 II II >44_1 1:11:1 I1 11 II - t 11 II � FUTURE 11 11 NOKI A II II ULTRAS!TE II l 7___ _ 11 'll . I I II 11 1 n il 11 `� 11 ULTRASITE NGKIA ii 11 CABINET 11 11 11 1 U L. * II �� 11 It r II 1 Iii II 1I CITYTALK II I PO4LER II L I {!NET 11 II 11 H '___-__ 11 11 II Il NOTES: I. ALL FIRE RATED WALL AND FLOOR PENETRATIONS ARE TO BE CAULKED AND SEALED WITH A FIRE RESISTANT CAULKING TO MAINTAIN THE INTEGRITY OF TONE FIRE SEPARATION. 2. PROVIDE CORE DRILLING AS REQUIRED. REFER TO ELECTRICAL SPECIFICATION ITEMS 1, S AND 9. SEAL BOTH SIDES OF PENETRATION. 3. UTILIZE SONNEBORN TYPE NP -1 CAULKING FOR SEALING ALL EXTERIOR PENETRATIONS. N L1 O • N N N N N 1 f COMPOUND ELECTRICAL LAYOUT it ---.H.sw-www ji �� -.~v WIRELESS 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 E NGINEERING 0 201 - 11688 - 661 AVE SURREY, BC V35 1X1, CANADA TEL: (604)514-6432 FAX: (604) 514 - 6431 TOLL FREE: 1 -811- 345 -4045 EMAIL: maII•trk nsc-om WEB: WWW.tricemg.com PROJECT NO: 0275 - 111 1 DRAW BY: i CHECKED BY: CB. i CAD FILE: 0213 -111E3 i THE INFORMATION CONTAINED IN T1-415 SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER Ti THAT W-4IC444 RELATES TO T1.IE CLIENT NAMED 15 STRICTLY PROWIBITED. 6 '� SPRINGBR E N (SE40170 1224 ANDOVER PARK E TU WfLA. WA sales ELECTRICAL DETAILS III E -3 • a r • V *2/0 TW GREEN TO MASTER GROUND BAR • SECTOR GROUND BAR DETAIL N.T.S. 1- 4ARGER GROUNDING BAR •nB114418G OR APPROVED EQUAL BOND TO SUPPORT STRUCTURE WITH A BURND'r?! TYPE GAR CONNECTOR BAR 'O �--: - ..._ v ..I \ ��r. V -.‘;;ERS Mir. n/42, TW GREEN ANTENNA I II I I I , I I • f I ANTENNA JUMPER CABLE (ONLY ONE 5HOLIN FOR CLARITY) ▪ ragMEN 1 1t. CABLE " 00"‹.: c ::4e E "RA' Al" :5 C O E'S�J' .." ONS C� "RAY ARE N"Ei .'" *JtitEC`�✓ // r I �J r / �.l I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I • • H was owe I II f II ELEVATION PL4N ANTENNA CABLE GROUND KITS (4 PER SECTOR) '2/0 TW GREEN TO ANTENNA MOUNT UV RESISTANT TIE WRAP, TYP. GROUND TAIL. TYP'. ANTEI■A SUPPORT. REFER TO STRUCTURAL DRAWINGS '2/0 TW GREEN TO CABLE TRAY. BOND TO CABLE TRAY AT 25'-0" 0/C. ENSURE ALL SECTIONS OF TRAY ARE INTERCONNECTED G1001AO OCT, ?Y1c •2/C'WG TO ANTENNA T ANTENNA t''sROUNpINCs DETAIL - CADWELD '2/0 TW GREEN TO GOUND RING ,) '2 TW GREEN TO NOKIA POWER CABINET MASTER GROUND BAR DETAIL N.T.S. '2/0 TW GREEN IN 3/4" EMT TO SERVICE ENTRANCE GROUND. REFER TO MAN FLOOR PLAN ON DRAWINGS E -2 FOR CONTINUATION " CLEAR OF FOUNDATION ANTENNA C ABLE GROUND KITS '2 TW GREEN TO CABLE TRAY SUPPORT POST '2 TW GREEN TO SECTOR GROUND BARS i ■ MASTER GROLND BAR MOUNTED TO WALL AT BOTTOM OF VERTICAL ANTENNA CABLE RUN NE AR EG]UIP EE:NT •2 /0 TW GREEN N CABLE TRAY TO SECTOR GROUND BARS. BOND TO TRAY AT 25 -0 ' 0 /C_ ENSURE ALL SECTIONS OF 'RAY ARE NTERC.ONNE CTED •2 /0 r: GREEN IN 3/4' R�Ca IPVC CONIII:X TO !'*" ASTER GRC UND BAR 's '. ► GREEN '0 NAG �.�. "RAS - 'E CAB'NE I 1 v3 -e +10 , 2 3 I CAD WE TYP. '2 TW GREEN TO TELCO /ALARM BOX 0 FUTURE UMTS WCDMA FUTURE NOKI A ULTRASITE CABINET NOKIA L LTR'ASI TE CABINET 1 1 1 1 `\ CITY "AL.K N. P10�,4ER 1 CABINE r 0 HARDER GROUNDING BAR 4 nBI4824 OR APPROVED EQUAL WITH HOLE PATTERN AND STANDOFF INSULATORS AND MOUNTING BRACKETS AS SHOWN COMPOUND GROUND INCs LI4TOUT C) 0 Ala GROUNDING SPECIFICATION 1. GROUNDING SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. 2 . M IN IM UM BEND INCs RAD I US FOR GROUND CONDUCTOR I S 8 " 3. NO SPLICES PERMITTED IN GROUND CONDUCTORS. 4. INTERCONNECT ANTENNA GROUND LUG TO '2 SOLID BARE TINNED COPPER (IF APPLICABLE). 5. ALL GROUNDING CONNECTORS TO BE CLEAN AND FREE OF PAINT AT T1 -HEIR MATING SURFACES AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. USE PENETROX OR EQUIVALENT ANTIOXIDANT GREASE. 6. ALL GROUND BAR CONNECTIONS ARE TO BE 2 HOLE LUG COMPRESSION TYPE. STACKED 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. a. 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 SI -IALL NOT BE INSTALLED THROUGH HOLES N ANY METAL OBJECTS OR SUPPORTS TO PRECLUDE ESTABLISI - LING 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 SI-4ALL NOT BE FIELD MODIFIED. 13. ALL ANTENNA AND GROUND CABLES TO EXIT CABLE TRAY VIA SIDEWALL PENETRATIONS C/W GROMMETS. 14. A CERTIFIED CONTRACTOR WILL MAKE ALL MEASUREMENTS REQUIRED TO TEST THE GROUNDING SYSTEM, USING A MEGGER OR EQUIVALENT. THE ACCEPTABLE RESISTANCE MEASURED FOR THE GROUNDING SYSTEM WILL NOT EXCEED 5 OHMS RESISTANCE. THREE DISTANCES SHALL BE USED: 1 AT 100 FEET, 1 AT 10 FEET, AND 1 AT 35 FEET. TI-ESE DISTANCE ARE SUBJECT TO A SITE BY SITE BASIS. VOICESTREAM SHALL BE GIVEN 24 HOURS NOTICE, BEFORE TESTING IS TO BE DONE. THE COST ASSOCIATED WITH GROUND TESTING WILL BE AT THE EXPENSE OF THE CONTRACTOR. GROUND ROD WITH INSPECTION PORT 11 2 SOLID BARE TINNED COPPER GROUND RING BURIED 30" BEL GRADE N LEGEND • C ROJ CsQOJ ` ..r - N.9=IE.C` 1 10 4 MO T O AD ..E_D S E D DRA TE P f Rap 4 D ' ED W IRELESS 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378-4000 K ENGINEERING •201 - 11688 - 66 TN AVE SURREY, BC V35 1XE, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -6431 TOLL FREE: 1- 811 - 345 -4045 EMAI : ma I I •trkenscom WE B: WWW.trker e.com r PROJECT NO: 0215 -1II i DRAWN BY DA. i CHECKED BY; w CB. CAD FILE: 0215 —I11E4 1 THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS I5 DIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN TWAT WHIC1 RELATES TO THE CLIENT NAMED IS STRICTLY P'l SIB I TED. ■ SPRINGE3ROOK/KLE FN SE4cI"1D ) 1224 ANDOVER P•0 RC E TUKWI L A, WA 9$188 GRQLJ'LD ITsiG DETAILS I ■ ilsislEr" NOME! E -4 fa 0 I i 5UEMITTALS RECENED CITY OF TuKWif_■ tel l'' p 2 b , -ERIWT CENTER I MAR 20/03 ISSUED FOR BPJCONS 0 MAR 12 /03 15& ED FOR REv1EW V *2/0 TW GREEN TO MASTER GROUND BAR • SECTOR GROUND BAR DETAIL N.T.S. 1- 4ARGER GROUNDING BAR •nB114418G OR APPROVED EQUAL BOND TO SUPPORT STRUCTURE WITH A BURND'r?! TYPE GAR CONNECTOR BAR 'O �--: - ..._ v ..I \ ��r. V -.‘;;ERS Mir. n/42, TW GREEN ANTENNA I II I I I , I I • f I ANTENNA JUMPER CABLE (ONLY ONE 5HOLIN FOR CLARITY) ▪ ragMEN 1 1t. CABLE " 00"‹.: c ::4e E "RA' Al" :5 C O E'S�J' .." ONS C� "RAY ARE N"Ei .'" *JtitEC`�✓ // r I �J r / �.l I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I • • H was owe I II f II ELEVATION PL4N ANTENNA CABLE GROUND KITS (4 PER SECTOR) '2/0 TW GREEN TO ANTENNA MOUNT UV RESISTANT TIE WRAP, TYP. GROUND TAIL. TYP'. ANTEI■A SUPPORT. REFER TO STRUCTURAL DRAWINGS '2/0 TW GREEN TO CABLE TRAY. BOND TO CABLE TRAY AT 25'-0" 0/C. ENSURE ALL SECTIONS OF TRAY ARE INTERCONNECTED G1001AO OCT, ?Y1c •2/C'WG TO ANTENNA T ANTENNA t''sROUNpINCs DETAIL - CADWELD '2/0 TW GREEN TO GOUND RING ,) '2 TW GREEN TO NOKIA POWER CABINET MASTER GROUND BAR DETAIL N.T.S. '2/0 TW GREEN IN 3/4" EMT TO SERVICE ENTRANCE GROUND. REFER TO MAN FLOOR PLAN ON DRAWINGS E -2 FOR CONTINUATION " CLEAR OF FOUNDATION ANTENNA C ABLE GROUND KITS '2 TW GREEN TO CABLE TRAY SUPPORT POST '2 TW GREEN TO SECTOR GROUND BARS i ■ MASTER GROLND BAR MOUNTED TO WALL AT BOTTOM OF VERTICAL ANTENNA CABLE RUN NE AR EG]UIP EE:NT •2 /0 TW GREEN N CABLE TRAY TO SECTOR GROUND BARS. BOND TO TRAY AT 25 -0 ' 0 /C_ ENSURE ALL SECTIONS OF 'RAY ARE NTERC.ONNE CTED •2 /0 r: GREEN IN 3/4' R�Ca IPVC CONIII:X TO !'*" ASTER GRC UND BAR 's '. ► GREEN '0 NAG �.�. "RAS - 'E CAB'NE I 1 v3 -e +10 , 2 3 I CAD WE TYP. '2 TW GREEN TO TELCO /ALARM BOX 0 FUTURE UMTS WCDMA FUTURE NOKI A ULTRASITE CABINET NOKIA L LTR'ASI TE CABINET 1 1 1 1 `\ CITY "AL.K N. P10�,4ER 1 CABINE r 0 HARDER GROUNDING BAR 4 nBI4824 OR APPROVED EQUAL WITH HOLE PATTERN AND STANDOFF INSULATORS AND MOUNTING BRACKETS AS SHOWN COMPOUND GROUND INCs LI4TOUT C) 0 Ala GROUNDING SPECIFICATION 1. GROUNDING SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. 2 . M IN IM UM BEND INCs RAD I US FOR GROUND CONDUCTOR I S 8 " 3. NO SPLICES PERMITTED IN GROUND CONDUCTORS. 4. INTERCONNECT ANTENNA GROUND LUG TO '2 SOLID BARE TINNED COPPER (IF APPLICABLE). 5. ALL GROUNDING CONNECTORS TO BE CLEAN AND FREE OF PAINT AT T1 -HEIR MATING SURFACES AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. USE PENETROX OR EQUIVALENT ANTIOXIDANT GREASE. 6. ALL GROUND BAR CONNECTIONS ARE TO BE 2 HOLE LUG COMPRESSION TYPE. STACKED 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. a. 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 SI -IALL NOT BE INSTALLED THROUGH HOLES N ANY METAL OBJECTS OR SUPPORTS TO PRECLUDE ESTABLISI - LING 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 SI-4ALL NOT BE FIELD MODIFIED. 13. ALL ANTENNA AND GROUND CABLES TO EXIT CABLE TRAY VIA SIDEWALL PENETRATIONS C/W GROMMETS. 14. A CERTIFIED CONTRACTOR WILL MAKE ALL MEASUREMENTS REQUIRED TO TEST THE GROUNDING SYSTEM, USING A MEGGER OR EQUIVALENT. THE ACCEPTABLE RESISTANCE MEASURED FOR THE GROUNDING SYSTEM WILL NOT EXCEED 5 OHMS RESISTANCE. THREE DISTANCES SHALL BE USED: 1 AT 100 FEET, 1 AT 10 FEET, AND 1 AT 35 FEET. TI-ESE DISTANCE ARE SUBJECT TO A SITE BY SITE BASIS. VOICESTREAM SHALL BE GIVEN 24 HOURS NOTICE, BEFORE TESTING IS TO BE DONE. THE COST ASSOCIATED WITH GROUND TESTING WILL BE AT THE EXPENSE OF THE CONTRACTOR. GROUND ROD WITH INSPECTION PORT 11 2 SOLID BARE TINNED COPPER GROUND RING BURIED 30" BEL GRADE N LEGEND • C ROJ CsQOJ ` ..r - N.9=IE.C` 1 10 4 MO T O AD ..E_D S E D DRA TE P f Rap 4 D ' ED W IRELESS 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378-4000 K ENGINEERING •201 - 11688 - 66 TN AVE SURREY, BC V35 1XE, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -6431 TOLL FREE: 1- 811 - 345 -4045 EMAI : ma I I •trkenscom WE B: WWW.trker e.com r PROJECT NO: 0215 -1II i DRAWN BY DA. i CHECKED BY; w CB. CAD FILE: 0215 —I11E4 1 THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS I5 DIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN TWAT WHIC1 RELATES TO THE CLIENT NAMED IS STRICTLY P'l SIB I TED. ■ SPRINGE3ROOK/KLE FN SE4cI"1D ) 1224 ANDOVER P•0 RC E TUKWI L A, WA 9$188 GRQLJ'LD ITsiG DETAILS I ■ ilsislEr" NOME! E -4 fa 0 I SUBMITTALS RECEIVED crry OF TUKWILA 1,., -, R 2 u ... _, J PERMIT CENTER 1 MAR 2/03 1554ED FOR dP/CONST. 0 MAR 12/03 1SS ED FOR REVIEW •2 /Q TW GREEN GROUND TAIL, TYP. GfROUND TAIL, TYP. to .v COLFEi '\ • , R6 D - 1 .. ECrI A`E :ONC 6 ' DELCU► GRACE QUAD-POLE ANTENNA, TYP. ANTENNA JUMPER CABLE, TYP. SECTOR GROUND BAR NEAR ANTENNA •2/0 TW GREEN ROUTED WITH ANTENNA CABLES 1'r'ASTER CiR0.ND BAR ^.., �• -C .++++d►L� AT BOTTO'`! OF vE ICA- AN' E`V4iL CABLE RJ EX'S NG SERVCE ENT'RANCE , GRCUSC ""AN NOTE: DUAL F'OL ANTENNA ILLUSTRATED. QUAD POL ANTENNA CABLE GROUNDING REQUIREMENTS WILL SE SIMILAR WITH 4 ANTENNA CABLES 11 C.�.'..AE._.^. GROWN= QNi 4°RO'✓ =E :sROUN ED 1E4564IP4G A_ SON . ,. "'ERi"ss.' 0*/ PLUG ENC• O= C CN,Dt• GROUND KIT WITH WEATHERPROOF KIT, TYP. GROUND KIT WITH WEATHERPROOF KIT, TYP. COAXIAL CABLE, TYP. INTERCONNECT TO ANTENNA GROUND LUG J IF APPLICABLE) -.''.. BETA SECTOR GROUND BAR MOUNTED NEAR ANTENNA EQUIPMENT JUMPER CABLE c 1_._- TW GREEN • ANTENNA CABLE GROUNDING RISER *2/0 TW GREEN INTERCONNECT TO ANTENNA GROUND LUG S (IF APPLICABLE) GAMMA SECTOR GROUND BAR MOUNTED TO UNDERSIDE OF — CABLE TRAY NEAR ANTENNAS •7/0 TW GREEN BETA SECTOR ANTENNA CABLE GROUND KITS BETA SECTOR ANTENNA MOUNT 1 '2/0 TW GREEN IN CABLE TRAY. BOND TO TRAY AT 25' -0" 0 /C. ENSURE ALL SECTIONS OF TRAY ARE INTERCONNECTED FUTURE NOKIA T FUTURE NOKIA ULTRAS I TE p ULTRAS I TE 1 CABINET 1 CABINET VOICESTREAM EQUIPMENT CABINETS 4k GAMMA SECTOR ANTENNA MOUNT GROUND TAILS ▪ • • -* GWE GAMMA SECTOR ANTENNA CABLE GROUND KITS GROUND TAILS •2/0 TW GREEN IN CABLE TRAY. BOND TO TRAY AT 25' -0" 0 /C. ENSURE ALL SECTIONS OF TRAY ARE INTERCONNECTED NOKI A ULTRASITE CABINET 1 CITYTALK POWER CABINET n Tw GREEN --'" """.jr- BOND GROUND CONDUCTOR TO EXISTING SERVICE ENTRANCE GROUND IN MAIN ELECTRICAL ROOM 1 7/0 TW GREEN IN 3/4" EMT •2 TW GREEN IN 3/4" RIGID PVC CONDUIT e INTERCONNECT TO ANTENNA GROUND LUG (IF APPLICABLE) •2/0 TW GREEN ALPHA SECTOR GROUND BAR i ■ • • I MOUNTED TO UNDERSIDE OF CABLE TRAY NEAR ANTENNAS BURNDY TYPE YGHC -C COMPRESSION CONNECTOR TAPED WITH GREEN VINYL ELECTRICAL TAPE, TYP. TELCO BOX 1 2/0 TW GREEN GPS ANTENNA MOUNT GROUND TAIL GPS ANTENNA CABLE GROUND KIT ALL ANTENNA CABLE GROUND KITS GROUND TAILS ALPHA SECTOR ANTENNA MOUNT i •2 SOLID BARE TINNED COPPER GROUNDING SC-4EMATIC N.T .S. •2 /m TW GREEN IN CABLE TRAY. BOND TO TRAY AT 25 0/C. ENSURE ALL SECTIONS OF TRAY ARE IN CTED 9 KT.& •2/0 TW GREEN IN CABLE TRAY. BOND TO TRAY AT 25' -0" 0 /C. ENSURE ALL SECTIONS OF TRAY ARE INTERCONNECTED • _ •2/0 TW GREEN IN 3/4" RIGID PVC CONDUIT 1 A LPHA SECTOR ANTENNA CABLE GROUND KITS •2/0 TW GREEN IN CABLE TRAY. BOND TO TRAY AT 25' -0" 0 /C. ENSURE ALL SECTIONS OF TRAY ARE INTERCONNECTED TERMINATE CONDUIT Ca" BELOW GRADE ANTENNA CABLE, TYP. ANTENNA CABLE GROUND KIT, TYP. 1NG OF ONE CABLE 5HOU1N FOR CLARITY GROUND TAIL, TYP. r1 rr;; GREEN GROUND TAILS MASTER GROUND BAR MOUNTED TO WALL AT BOTTOM OF VERTICAL ANTENNA CABLE RUN CADWELD •2 TW GREEN TO CABLE ' TRAY SUPPORT POST PROVIDE GROUNDED BUSHING AT CONDUIT TERMINATION. PLUG END OF CONDUIT WITH DUXSEAL i GROUND BAR *we Tyr GPISEN IN 3/4" ROC PVC comourr II GROUNDING DETAIL A• • L� .� • -_RCN_ :C' 4Y , w Y x'. � Y ♦ • GROUND ROD, TYP, WHITE MALE SCREW COVER. INSTALL WITU TEFLON LUBRICANT 4" MAX. TO TOP OF TEST LOOP - 0 0 0 ° ° ° ° ° ° 0 ) 0 0 °0000 0 0 0 0 0 n 000 0C;�, oo o 5 "2 SOLID BARE TINNED COPPER CADWELD ,; ��- �; a f >_ -k 9 ° 0 0 0 ° 0 0 0 ° 0 ° O ° ° O ° 0 ° 0 ° O ° O ° O ° 0 0 0 0 0 0 0 D 000000 0 0 0 0 0 0 D 0 X000000 0 0 0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 , 0 0 0 ' 0 0 0 0 00 0 N.T.S. deaf pr . • 0 5.-81 D A x 8 -C LONG .. �►i WEE. GRICV4C ROC B \\ % //.\\// \ / / '\\\-;'\\ \ \� \- ,/ \ / \ . /` \, NTS / • • • • • -•-• -�. • X Y { 11 i.. r '4'- •e�� -r. >� 0v -i0 O t 0 v 0 0'-'1 , ° ° ,00 ° 0 0 0 0 0 0 0 0 o a o 0 0 0 0 ,_,On 0 n 0 „ ° 0 12” DIA. x 42” PVC WITH FEMALE ') 0 0 , 0 ADAPTER AND SCREW ON CAP , 0 0 0 0 0 0 .) 0 0 0 0 0 ^ 0000 )00 O , � WHITE PVC COLLAR T.O. GRANULAR "A" MATERIAL •2 SOLID BARE TINNED COPPER GROUND RING GROUND ROD UJITI -4 INSPECTION 1;x9.•.,0.9 p r ., C) r ',o Q� Or \O r ' ' �'" (•3 5) 1c— J- • ^ .{ � L. 1 , P .< Y` • ..x I" WIDE SLOT, TYP. EACH SIDE. EXTEND 2" ABOVE GROUND RING 5/S" D I A. x S'-0" LONG COPPER CLAD STEEL GROUND ROD T.O. GRANULAR "A" MATERIAL r ✓� ,O 0 v - ~ " v , �� Y v _ v - _7-2._ , w- y r.`'n ^'O" 0"nOC, O ,O '''''—‘:-.,02',C O C ^G = 0 0 y . - -, - -0 0 0 - 0 C c ` =o 0 o O c " �''' - o • )orc^. C::C0O000Di3O000v.-- -QC'r.''C.� r G C O ° 'J ° ��C ) 0 - 0 � -0- ,'" : X 0 0 ` 0 - 0 0 G O - ' ; r - ' , 0 , , -, - o 0 0 _ 7 : c . c. = 0 :-. 0, n C C ' C 'o � . o ' �' - 0 C 0 0 - 0 0 0 ' ^ 3 o ,.., , -, •- 0,0 0 _D 0_,0 o 0 0 0 0.,o O o_ =G,_, ,O . , J z:c O 0 C C 'O�C O 'J : - C;OnO'OoC_,,.,,,3o,O�oO0°0° C( ',cCCOC_COQ_o`.'J v C O O C) c? O � �� y. _. O 0 � ray ,., G ^ ,. ^„ G 0 ; ��• v O :.� O C O , 0 G r. G O O 0 O,� L..M` 0 0 0 ^ GR O G `., O 0 0,,,,,',2-0 O C D .O :C ° 0 ' . M 0 C C 0 . , 0 C ' 0, Q C ^ • � O �, 'J O` 7 C L ^" O J O 0 O C v ° G 3 0 0 .. . 0 '- ,J C. r- = " " ". 0 0 ^. �J 0 O"'c7 0 ^ � v ca 0 0 C 7 0 C , �0C`".O`'.c 7,- 0 0_0 J .^. =0 ,0:0, 0 0_O 0 0 0 0 0 0 •� OC 0. } 0,•.,0 -c.. y - 4 ^ 1. .1 O ti., ...r' C ,c._..,0 ,_ 0 „ ' L , 0 .-:: , 0 0 ,. _0 -_ c0 r \\ / \ /\V \\ ; \. >''''X' \. N\ � . \•\� / \ /\\\\ /\\ \ % \\. \\ ' \/ / \// i,\ ' \ \ / \/ / / /" \\ / / / :\ : -• *, \/ /// / \ / / \ \ / / \ \ / / \ \/ j j\-`/ . \ / . \ V A ` �\ \ • \ \ \. \~ ,\ \\ \ \\ •., \<\ /� ,,'�, •, �� / \'r •2 SOLID BARE or. Irw' 21141 ks.. if Lw 1 St 4R,� rE :1 tT GROUND ROD DETAIL f D •r. Sff / 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 , K 1 .11P ENGINEERING •201 - 11688 - 66TH AVE SURREY, BC V3S 1X1, CANADA TEL: (604) 514 - 6432 FAX: (604) 514 -6431 TOLL FREE: 1- 811 - 345 - 4045 EMAIL: ma 1' I •tr3 ar .om WEB: www.t.rk tle.COfl 'PROJECT NO: 0215 -11I 1 'DRAWN BY: D.A. i C.44ECKED BY: C.B. i GAD FILE: 021 -11IE5 i THE INFORMATION CONTAINED IN TI-115 SET OF DOCUMENTS 15 PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTI' -IER TWAN T+-IAT WI4IC14 RELATES TO THE CLIENT NAMED 15 STRICTLY PROHIBITED. SPRINGER E EN (5E4C 11D 1224 ANDOVER PARK E TUKWILA. WA SS188 4 I 6.411"" _ -a GROUNDrNG DETZ.ILS I I E -5 e • r • ! SUBMITTALS RECEIVEC CITY CF TUKWILA I i . - :-\ , ti :_„,,3 PERMIT CENTER 1 MAR 20/03 D I5fiEE FOR BPJCONST. , 0 MAR 12/03 _ ISSUED FOR REVIEW 5/8" 2 3/8" .56 DIA. (2 HOLES) 3 " 4 11/16" ! E GSTUD -+-IY CABLE TO ROD TO STEEL INSPECTION PROBE 1-IOLE FOR CABLE 1 CZAR 43 , C- 1E36.E "`C °'°'E CRIMP BETWEEN KNURLS GADl1JELD -TYPE GL GROUNDING 1- 4YLUCz DETAIL N.T.S. TYPE CST-WY APPLICATION TYrE GAR -BU AP'0.IYG,ATroy TYPE TA TYPE VV TYPE GT TYPE VN TYPE NC TYPE VS TYPE VS TYPE COY TYPE C3R CADWELD GROUNDING CONNECTION PRODUCTS N.T.S. r - ERG BRAID g:LEX SPL CE a MARKO Y GROI.NpINCs PRODUCTS DETAIL *es TYPE -TGIBS 1-BEAM CONNECTOR FOR COPPER CABLE N.T.S. -BEAM CONNECTOR INSTALLED CRIMPING DIE P1105 EMBOSSING D IE PIBEUP1 I -BEAM CONNECTOR I -BEAM FLANGE EMBOSSING DI PIBEWPI OR PIBESPI TAE -icc Ta ICE CRIMPING DIE P1105 TYPE -YAC3L -2TC38 4, it BU4DY GRODIMG DETAIL -f - c A' 54 ACE • • _ • • \ • Q O3O97 • SfPiF4 PERU, T 4 hU ' a►IRf 0 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 ENGINEERING 1 20 - 11688 - 6671 -1 AVE SURREY, BC V35 1XI, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -643I TOLL FREE: 1 -811- 345 -4045 EMAIL: matldetrkerg.Cam WEB: WWW_tr c.eng.COm PROJECT NO: 0215 -HI i CHECKED ESY: C.B_ i CAD FILE: 0215 -111E6 i TIIE I FOS 'TATIoN CONTAINED IN TI-4I5 SET OF DOCUMENTS 1S PROPRIETARY BY NATURE. ANY 115E OR D I SCLOSUP E OTi -IER THAN 'N 04104 RELATES TO Ti4E CLIENT NAMED IS STRICTLY PROWIB 1 TED. SPRING$ E IN (5E401 1224 ANDOVER PAW E TUKWI L A . WA 58 TYPICAL GROUND I1' GT IONS DRAW BY: .A. 1111 ‘4,1131EI. E-6 1 I� 10 0 i • r • SUE3M F TTAL S RECENT° crr OF TUKWI A IT- . , N 6 ,...._ FERMI CENTER 1 MAR 20/03 I55LED FOR SPJCONST_ 0 MAR t2/03 1561E0 FOR REVIEW • TAX LOT 95 ADJOINER DETAIL TAX LOT 91 TAX LOT 72 TAX LOT 84 • K fi A ;�- - �►• A.: .� _ �f I- . ,�.- - _ ,• a, „ . j• - '.!)T ;UP .. !ED TAX LOT 75 S88 21 "E z. II F - - ---_ �_ 253.00' 1■18815F2 I TAX LOT 71 TAX LOT 70 TAX LOT 69 SOc ,ADE D ; .'r" LEGAL DESCRIPTION PER FDEJr ' ti ; - 0 % 7 u x LE �• OF W _ '" �►N ORDER \a 1024023 DATED OCTC ER 2C, 230O TEA POP 70f\ OF GO1 \VE\ ` LOT 1. SECT C\ `3wl I- D 23 NOR RANGE EARL - V . IN k'\\: COuN 1 14 :4 - ;1' - ' 11 '\‘ 1; 7 0%. DE SCR QED AS FOLLOW.: EEG \\ \." A 7-E AST CO ' - R OF SA SECT'ON 35. T '-ENCF NORTH F - '441:38 Wv ST 4_ON ' - E h,, I~ 11V_ OF SAD SEC 7O\ 35 A DISTANCE OF 4� aF BEET= 7 "E\ ,..7E SOUTH 1)' •T`39 W - ST A C STA\2E OF 572.27 FEET; THENCE SCU OF 2T - EAST A DST 4\ E OF 3C.C3 FEET TO THE TRJE POINT OF BEG NIVING" CON - N,IINC SO.. T" FF - cF`2 r EI RT A DrS',A\ 'E OF 253.00 FEET; THENCE SCUT C7 5T`3g` W *-ST A DIS E CF 1 _` 8* EE': IHEN E NH 88'O8'21 WEST A DrSTAN; E OF 253.00 BEET; T -;E \` E N` T+ 01`5 " - 39"' EAST A DISTANCE OF 1 FEE' TO T--!,E TR JE PC0% T OF BEGIN\ SIT�,;A THE CCt..NTYCr ST - E OF WA S)-4\4C - 3N. LOT "D" LOT "A" EASEMENTS PER F ELI~`" N A - N A E COY - OF WAS -' ETON ORDER NO. 1024023 DATED OC - O9 E R 20. 200C E ASEVE\ ! AND CC T ONS CON TA \E - 'ERE'N UNDER RECORDING NO. 6202295 TO SAVVAV S COWER .1 a,_ CC_. i~ OR R4 AND UTILITY E ASEYE T AND COND TrONS CON rA' NED TkERE ' N UNDER RECORDING NO. 74071 20562 C!CAC-O. MILWAUKEE. S. PAUL ANC PACIi RAFLROAD COMPANY FOR THE RIGHT TO INSTAL. +MA NTAvN AND OPERATE RAILROAD TRACKS EA`EVEN' AND CO D COf'vTA:NED TNEREN UNDER RECORDING NO. 8901230722 TO PUCET SOUND POWER AND LIGHT CC FOR ELECTRIC TRANSMISSION AND /OR DISTRIBUTION S !'S TE V 40 0 ?0 EXISTING OFFFICE AND WAREHiOUSE 0) oft 0 SITE DETAIL 'SCALE 4( 90 ( IN FEET ) 1 inch = 40 ft EXISTING WAREHOUSE ASPHALT PAVEMENT _588'08'21 "E 253.00' E)..✓ TIN S V4 A�E H C 'SE 161 CRUSHED ROCS:. 1 _ P 4 i J 7 W CD ASPHALT PARKING P0 31M 7 VICINITY MAP 405 SOUTHCENTER BOULVARD TOPOGRAPHIC SURVEY NOTES SITE NUMBER: SE4 O 17D SITE NAME: SPRINGBROOK /KLEIN SITE ADDRESS: 1224 ANDOVER [ E. SEAT? E. WA. 98188 OWNERS NAME: P SSE I . +' F CONTACT NAME: ,, -)sE �. E OWNERS ADDRESS 1224 a^ 1 D V F P : r TAX PHONE PARCEL Uri I jr 7.75 HORIZONTAL CONTROL BASIS OF POSITION FOUND P, nfluME �r: C E Irk A%L`O\1. P pr Ea 7 .. E ON THE NORTH LINE OF SEC , TV .,r- J T. E 4 r L NORTH 5017.7€ Fr ET. Eby', ; + 1 F 7PE 7 ASSUMED COORS ;I . TE SYSTEM BASIS OF BEARINGS SAID FOUND A'1! A FEB AP -' A! ,ID CAP AT THE NORTHEAST CORNER OF THAT CEPTA'' RE .- OP. D OF SUE . E F : UNDER RE:�ORDING NO. 9401(7 49007 NORTHWEST CORNER OF BUILDING � 2.2 E 7 A� SUM.'!`I COOPI r. • s -r`!_ SCALED GEOGRAPHIC POSITION FROM U. S. G. S. QUAD MAP LON4.: 1.._ E ^ T -►r• — E . -:.`,, ar ✓• . E U. S. G. S. QUADRANGLE SC;-._E : 2 '.' E T' i,5 ) 1. E SEA ES YE YfA — VERTICAL DATUM MAGNETIC DECLINATION CONTOUR INTERVAL I r oT EQUIPMENT EMPLOYED C r, SURVEYOR'S NOTES: LEGEND 0 • m 0 Z • a D , T'_'M S CRY VA\ OLE PR CP ER - NY LINE v.4 - ER VIE - ER CA - CH BA ; :\ POWSR �4L ' lard CAS VA_VE 11 S A\24R2 LIGHT CON _R L F � CAS V` - ER a_LA:r F1RE !-.z i 4ti' VI1A _E V4_VE W4 ! ER VAN 4%.-‘0_, -. R 1 `, B SITE , f. ;ID API. E. SEATTLE. WA. 98188 1 Tzt' 4 i i , c COFNEP � _�L °'.~ . SUF . ` • oak 1 ' o A`1 " w • NO SCALE ut. 14bOtiii VIRILE** 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 ENGINEERING 11 201 - 11688 - bbTN AVE SUZY, BC V35 1X1, CANADA TEL: (604) 514- F.r432 FAX: (604) 514 -6431 TOLL FREE: I -811- 345 -4045 EMAIL: ma I I •trkerwg.com LIES: WWW.tf kging.corn PROJECT NO: 0215 -111 i DR,ALLN BY: i CHECKED BY: F.M. i CAD FILE: Q 215- 1115U1 i THE INFORMATION C.014TAINED IN T1415 SET OF DOCUMENTS I5 PROPRIETARY BY NATURE. ANY USE OR SCLOSURE OTHER THAN THAT i41044 RELATES TO THE CLIENT NAMED IS STRICTLY PR 44113ITEp. AaE SEAL S'= SPRING5ROQK,1<± E N (SE4011 1224 AKDOvER F E TUKWILA, WA 5S1313 SURVEY i , SU -1 r