Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D06-116 - Riverton Park United Methodist Church - T-Mobile
VOICE STREAM 31185 140 ST EXPIRED 12 -04 -07 D06 -116 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 1623049162 Address' 3118 S 140 ST TUKW Suite No: Tenant: Name: T- MOBILE Address' 3118 S 140 ST, TUKWILA WA Owner: Name: RIVERTON PK UNITED METH CH Address: 3118 S 140TH, SEATTLE WA, Contact Person: Name: MADELINE CHANEY, AICP Address: 208 WESTLAKE AV N, SEATTLE WA, Contractor: Name: S & G CONSULTING LLC Address: 12201 NE OLIVE DR, KINGSTON WA, Contractor License No: SGCONCL944PJ DESCRIPTION OF WORK: NEW 53' RELIGIOUS SYMBOL ALSO PROVIDING STEALTH SOLUTION TO T- MOBILE ANTENNAS. ASSOCIATED GROUND MOUNTED RADIO EQUIPMENT INCLUDED PER PLAN. Value of Construction: $65,000.00 Type of Fire Protection: NONE Type of Construction: Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: doe: Devperm N N Water Main Extension: Water Meter: N DEVELOPMENT PERMIT ** Continued Next Page ** Permit Number D06 -116 Issue Date: 12/13/2006 Permit Expires On: 06/11/2007 Phone: Phone: 206 490 -3800 Phone: 360 908 -9707 Expiration Date: 10/11/2008 • • • Fees Collected: $1,536.00 Uniform Building Code Edition: Occupancy per UBC: Number: 0 Size (Inches): 0 Start Time: End Time: Volumes: Cut 0 c.y. Fill 0 c.y. Start Time: End Time: Private: Public: Profit: N Non - Profit: N Private: Public: • • 006 -116 Printed: 12 -13 -2006 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature' /J tJ4VI, I I hereby certify that I have read and ordinances governing this work will b doe: Devperm Print Name: Meat AK ( )n i l • • Date: r2(1' is permit and know the same to be true and correct. All provisions of law and 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 constructio or e performance of work. I am authorized to sign and obtain this development permit. / Signature: /'/ hst- ` 4% 1/m Gli5 I.--Y//v6 Date: / t 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. • • • D06 -116 Printed: 12 -13 -2006 nL sC: L Ji1 LE: CLVD. TUKWILA, WA 93188 PERMIT CENTER PERMIT CONDITIONS Parcel No.: 1623049162 Permit Number: D06 -116 Address: 3118 S 140 ST TUKW Status: ISSUED Suite No: Applied Date: 03/31/2006 Tenant: T- MOBILE Issue Date: 12/13/2006 1: ***BUILDING DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction These documents shall be maintained and made available until final inspection approval is granted. • 4: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 5: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special • inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 10: VALIDITY OF PERMIT: The issuance or granting of a permit 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 ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 11: ***PUBLIC WORKS DEPARTMENT CONDITIONS*** 12: City of Tukwila has an undergrounding ordonance, all utilities shall be placed underground. doc: Conditions **continued on next page** • D06-116 Printed: 12 -13 -2006 C,, Ti DEC": C7 0' ... i Er:A 0 . Ni Li1LLVLt. TUKW■LA, Y'iA 9J1b3 PERMIT CENTER • I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: dind Print Name: / doc: Conditions Gam- i' kc&ct Oe& rte Date: 0/ • • • • 006 -116 Printed: 12 -13 -2006 Tenant Name: .r4 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Site Address: 31I R S IYo t st Property Owners Name: b /on Plan( Mailing Address: :l /S 5 Ivo Name: CAr. S Lis ftl61) Company Name: E S Tito". s' PC q: \\pants pS\ice chants \wink application (7-2004) Revised: 6-8-05 Uh Building Permit No. 9)[J/ �� l Mechanical Permit No. Public Works Permit No. Project No. (For office use only) 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** SITE LOCATION unit) tn.$..d:s# &4-J s t Tyr,..•% City State King Co Assessor's Tax No.: 1 6 2 3 1 4 .Z Suite Number: Floor: New Tenant: ❑ Yes ❑..No R8 /6 Zip CONTACT PERSON Day Telephone: Job fil R 04, 79 Mailing Address: 19$07 winker-es r- P& 4v' 4eti./l tin 98168 City Sate Zip Fax Number: l' no VA? /333 E -Mail Address: /Pit lt)g GOvAe4S / /1r 7` GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information on back page) Company Name: 7 B b Mailing Address: Contact Person: E -Mail Address: Contact Person: E -Mail Address: Mailing Address: 760 7 80 tt - At tiF Contact Person: In riot's: E -Mail Address: CT. TA„ ,...4 7:041.lt • co.. Page 1 City Day Telephone: Fax Number: State Zip 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" 1 ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: A/A Mailing Address: City Day Telephone: Fax Number: Sate Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record ekryfrr.lit c_4 98:170 Ci Sate Zip Day Telephone: 900 BSI i/O 6 Fax Number: 4,fS 398 7499 BUILDING PERMIT INFORMATION — 206 - 431 -3670 Valuation of Project (contractor's bid price): S 6 S Oof) Existing Building Valuation: S Scope of Work (please provide detailed information): //a/ S3 Q.Yfio ✓S fsreLo a /Co rorc %n sfr.VK Sa/rfrn t o T- .. e n bet nas r9 :c/KJ lea rs owl IQ tie") 4) el viftnrwf ;#1 4•4) A'r• plan. Will there be new rack storage? ❑..Yes IS.1...No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: N it 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. ,Jot►eyt'. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes m ..No If "yes", explain: E.Iisins (/54 rta -'-. • FIRE PROTECTION/HAZARDOUS MATERIALS: 0.. Sprinklers ❑..Automatic Fire Alarm ®.. None ❑..Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑.. Yes If"yes", attach list of materials and storage locations on a separate 8-1/2 x 11 paper indicating quantifies and Material Safety Data Sheets. q:\ pvnun $ue\icc duiga\paitt W P(iaaa . (7 -204) aerial 64-05 W. Page 2 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC l" Floor 2" Floor 3r Floor Floors thru Basement Accessory Structure" Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMATION — 206 - 431 -3670 Valuation of Project (contractor's bid price): S 6 S Oof) Existing Building Valuation: S Scope of Work (please provide detailed information): //a/ S3 Q.Yfio ✓S fsreLo a /Co rorc %n sfr.VK Sa/rfrn t o T- .. e n bet nas r9 :c/KJ lea rs owl IQ tie") 4) el viftnrwf ;#1 4•4) A'r• plan. Will there be new rack storage? ❑..Yes IS.1...No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: N it 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. ,Jot►eyt'. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes m ..No If "yes", explain: E.Iisins (/54 rta -'-. • FIRE PROTECTION/HAZARDOUS MATERIALS: 0.. Sprinklers ❑..Automatic Fire Alarm ®.. None ❑..Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑.. Yes If"yes", attach list of materials and storage locations on a separate 8-1/2 x 11 paper indicating quantifies and Material Safety Data Sheets. q:\ pvnun $ue\icc duiga\paitt W P(iaaa . (7 -204) aerial 64-05 W. Page 2 PUBLIC WORKS PERMIT INFORMATION — 206 - 433 -0179 Scope of Work (please provide detailed information): S3 i Pe /l jws SY„ 1. I 1..A4 MAA MO V: r. 1 1sS C#,.wwuA < /"' ge. I /Y - Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Sewer District ❑...Tukwila 0 ...Va1Vue ❑..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 apolv): ❑ ...Civil Plans (Maximum Paper Size — 22" z 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑...Hold Harmless Proposed Activities (mark boxes that annlb ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance B ...Construction/Excavation/Fill - Right-of-way Non Right-of-way ❑...Total Cut ❑...Total Fill cubic yards cubic yards ❑ ...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 _ q: \\pani $ ' cc chngt+Vamit application (r -aqi) Revised: 64-05 bh Can before you Dig: 1-800-424-5555 ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line WO# WO# WO# Private Private Page 3 ❑ .. Highline r'a..44 /se ❑ .. Renton ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Grease Interceptor ❑ .. Channelizetion ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size ❑...Traffic Impact Analysis FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑...Sewer ❑ ...Sewage Treatment Monthly Service Billing to Name: Day Telephone: Mailing Address: gay State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Fumace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0-3 HP /100,000 BTU Fumace>IOOK BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/WalVFloor Mounted Heater Ventilation System Wood/Gas Stove 30-50 HP /1,750,000 BTU Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator — Comm/Ind Other Mechanical Equipment MECHANICAL PERMIT INFORMATION — 206 -431 -3670 aA 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): S Scope of Work (please provide detailed information): Use Residential: New .... Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Tyne: Electric ❑ Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: PERMIT APPLICATION NOTES — Applicable to a 1 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 grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). 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 O AGENT: � Then. l./ Signature: Print Name: ttiiS L•X/Atle) Mailing Address: ) 4 $07 r/' K cd'ec o4.tt. i .� Date Application Expires: I Date Application Accepted: q:4permia pods ccngc4ver it application (7 -200 Revised: 6805 WI Page 4 Date: 3 /P746 Day Telephone: c:6 e// a o `/ 79 City State Zip Staff Initials:: ,t.14.4„. 1 Parcel No.: Address: Suite No: Applicant: Receipt No.: R07 -00528 Initials: User ID: Payee: Payment 1623049162 3118 5 140 ST TUKW T- MOBILE JEM 1165 ACCOUNT ITEM LIST: Description MADELINE W CHANEY TRANSACTION LIST: Type Method Check 1911 PLAN CHECK - NONRES Description 000/345.830 RECEIPT Account Code Permit Number: Status: Applied Date: Issue Date: Payment Amount: $58.00 Payment Date: 04 /09/2007 09:39 AM Balance: $0.00 T 04. Amount 58.00 Current Pmts 58.00 Total: $58.00 D06 -116 ISSUED 03/31/2006 12/13/2006 doc: Receipt -06 Printed: 04 -09 -2007 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 1623049162 3118S140STTUKW TRANSACTION LIST: Type Method RIVERTON PARK UNITED METHODIST CHURCH R06 -00435 3EM 1165 CL CONSULTING, INC. Payment Check Description 1125 PLAN CHECK - NONRE$ 000/345.830 RECEIPT ACCOUNT ITEM LIST: Description Account Code Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 603.32 Current Pmts 603.32 Total: 603.32 006 -116 PENDING 03/31/2006 603.32 4139 04/03 9710 TOTAL 603.32 03/31/2006 03:35 PM $932.68 doc: Receipt Printed: 03-31-2006 Parcel No.: Address: Suite No: Applicant: Receipt No.: R06 -01949 Initials: User ID: Payee: Payment 1623049162 3118 5 140 ST TUKW T- MOBILE JEM 1165 T- MOBILE TRANSACTION LIST: Type Method ACCOUNT ITEM LIST: Description Check 0681778 BUILDING - NONRES STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Description RECEIPT Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 932.68 Account Code Current Pmts 000/322.100 928.18 000/386.904 4.50 Total: 5932.68 • • D06 -116 APPROVED 03/31/2006 $932.68 12/13/2006 10:46 AM $0.00 2666 12/13 9716 TOTAL 932.68 • • • doc: Receipt -06 Printed: 12 -13 -2006 pecia structions: Z,;(9v g (A Ire Type o Inspection: Date Called: e ls /J_ I / pJ • equester: PER T NO. I is 216)431 -3 70 Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1 00, Tukwila, WA 98188 K Approved per applicable codes. El Corrections required prior to approval. COMMENTS: or 13�r4gt' (Date: / //9 $58.00 REINSPECTION fEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. J Receipt No.: (Date: Project_ /LF Type of Inspection: A- i 7 / 1 7 & Ad d /n ess: - .3 //P s /f 2 S' Date Called: Special Instructions: Date Wanted: 7 07 a.m. (1-341):_ Requttter: Phone No: 0 66 - % 4 INSPECTION RECORD Retain a copy with permit INSPE• ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Approved per applicable codes. / k'- //, (2 r 6)431 -36 0 Corrections required prior to approval. COMMENTS: p �( P ) <>LI Inspector: I Datev - 7 -07 o $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: Date: _� .. = Krazan � & ASSOCIATES, INC. July 12, 2007 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION City of Tukwila Dept. of Comm. Development 6300 Southcenter Blvd. Tukwila, WA 98188 RE: Final Letter Regarding: Military & 27 Cell Site Tukwila, WA To Whom It May Concern. KA Project No. 066 -07131 RECEIVED Permit No. D06-116 'JUL' 17 2007 COMMUNITY DEVELOPMENT In accordance with your request and authorization, we have performed special testing and inspection services for the above referenced project. The special inspections for this project were: • Reinforced Concrete • Structural Steel To the best of our knowledge, all work which has been tested and/or inspected has been found to be in general accordance with the approved plans and specifications, engineering revisions, and Chapter 17 of the 2006 International Building Code. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC. a r Kathryn E. Gordon Project Manager Puyallup Division Cc: Legacy Telecommunications, Inc. With Offices Serving The Western United States 922 - Valley Avenue NW Suite 101 • Puyallup, WA 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 I(razan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 22, 2007 KA No. 066 -07131 Permit No. D06 -116 Mr. Jim Tracy LEGACY TELECOMMUNICATIONS, INC. PO Box 360 Burley, WA 98332 RE: Special Inspection Military & 27 Cell Site Tukwila, Washington Dear Mr. Tracy, RECEIVED 1UN 282 D r E t 0 AU p tr o t In accordance with your request and authorization, our fun performed special inspections for the above - referenced project. The inspections were performed by our inspectors from June 11 through June 19, 2007. 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. 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 & ASSOCIATES, INC. Thomas L. Watson Project Manager Puyallup Division TLW /pm CC: City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 07131 efi 3Zal & Associates, Inc. Superintendent /Representative: GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: rife, PROJECT # d7 /0 .T -per.•• aw a'`Z To the best of my knowledge, the ciao 1501 Field Reporrdoc The information provided on this report is prepared for the exclu PROJECT LOCATION:, F / /e. merviert KRAZAN PROJECT MANAGER'__ , rez r5te 6 7 4 - e .i •:. �N� ✓/li /'� /J/ eV/PY 14 141;13' 4Iefthaa ten r 4 c Y/ �— CONTRACTOR: JURISDICTION PERMIT #: 46( INSPECTOR: •,� WEATHER: /ill FIELD REPORT NO: 78902 ve use of the client. This report may not be repmducnd in any format without the written permission TEMP: _ jam' iv lit _ /r _ / 54 • fli • 42! tel / f tat 4 ' fray / ivt /i' ira r • • ' - fi# ! --FA i ' elf • . • / e / ' d' ir 'hhiit 14 im...tv-A e eran.: tat- Attic"- 1 4 t..-F's ,r6 7r4erg 7.7 G/e74 'Woo k en& 4 7X.7 - .tp�S .'.e,"trie Inpke ,ee) fete✓ 9 //lfenere iftiitide 49 p i / e G t or/l4. /er o 4Qap.,.o � rlf *x 4: t d yefirp4 .4rna i s garreA. 1T /��an: / / $e _A>/'. A ?//e Ol i1riP / - t ' / e :' / ! '- :' !� .i i.. rte.. • Equipment/Asset Number(s): NOT performed in accordance with the approved plans, specifications, and regulatory requiremegiS Technic' Serving the Western U ted States Revision I Effective Dam: 5125/05 e client and Krazan & Associates. FIELD REPORT NO: 7 8 4 0 2 = Kr aZan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: W/y10 �! PROJECT #- O6G PROJECT:`UWt,/a 7 f 2 7.' G J, de LOCATION: 3//6 .l'. /S•tr" /&e-re KRAZAN PROJECT MANAGER" (tc 6S rArrivr. e%c' ri'4 a ✓ erchrelce 4- 4/ ,W/?P, an*a &t /Cs- for 7/20,0677,417/1 ele Ooh/ /rip for the /7mn -7 uhilk-ceilim./ 2r4 /to d' , 4- t $6 356 /C tV /„y d`e8S6c/9 � .� 3j eec,i a /Yr77 ad/iS3r4z CA) r rea,P i lgoo.-.9,- e' /oa' , aim /44 -ez.4pri r Noir' ' 8 - times io# -fn 730 • - 7/r'cn.•n®' rtel rcdeof (y) /eai+oss✓ 4 71)- /3nNtrleaysnrcthge2 cro e% a II= r3v,eicaen o give $ast,.(„t a A .r 7.44.' 2 .' cr�o ay Med,onntef4`on P A r/e tr'a 48 w0Z)A32r'C / traicS%7 "(7) /ewrhes rep c/ + / itn' tt /ocenced -r_ each t (j) G? o h orbs/ < i 'n el Arlr /rw acier awe.- 74a ,P/0/7- cc ,/ 69 4 3ZSx / " y -1d6 %v re)efret/h,•r.rru, /V�efv ,- leek A- ate roc h it An ch e e6n /-Fs /Yt x 6 /SSV B/c .ft" "%'nilerreo/von h wlees /i/Sr+v4o/. &anwh -hs ->no d /4, , E? // /ir✓ en•e ntev ew:'/ are n 4i l a / / r4arelwarr fJ eC /tietn. tet.--Imr.t i ✓ C'on e4rs4- .77.-r. Wee ?Ara te. O /riaJ and e/ Oe,406r i< ectii 7,..er s Equipment/Asset Number(s): To the best of my knowledge, the abov Superintendent /Representative: Serving the Western United States /50/ Field Repon.doo CONTRACTOR: /aro (.GYr"2,nr rliGctit'tC+1' JURISDICTION: T 4 /c, rsR PERMIT #: DOG - 1 /6 INSPECTOR: tC eireV O land WEATHER: ( sr TEMP: 6 yo WAS NOT performed in accordance with the approved plans, specifications, and rr $. � nd regulatory require. Technician: a fl4S .c ot_.hr Revision I Efecove Date. 5 /25/05 The information provided on this report is prepared for the exclusive use of the client. This report may not be repmdued to any formal without the written permission of the client and Krazan & Associates. K azan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 22, 2007 KA No. 066 -07131 Mr. Jim Tracy LEGACY TELECOMMUNICATIONS, INC. PO Box 360 Burley, WA 98332 RE: In Process Inspection Report Military & 27 Cell Site TUKWILA, WASHINGTON Dear Mr. Tracy, RECEIVED JUN 2 8 2001 COMMUNITY DEVELOPMENT Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Thomas L. Watson Project Manager Puyallup Division TLW /pm CC: City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 - 2556 07131 break • .va...au ,a naroawattra, 1114. fuu 1 - futif ct In t 1\n Clint 1Va, MYUYIII, •YM DODUC ILUJ/ 7O CDUU Project No. 066 -07131 Cyl. Code 071068 Pour Date 6/11/2007 Report No. 24795 Weather Partly Cloudy Jurisdiction City of Tukwila Permit No. D86 -16 Project Military & 27th Cell Site Location 3118 S. 140th Street client Legacy Telecommunications, Inc. Field Data Concrete X Other Supplier Stoneway CYLINDER REPORT Plant No. 014 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 1:00 457 818554 4" 75 57 Placement Area Location Typical foundation section sheet 1 of 9. Half vault view side wall 3 parts Remarks Visual observations of reinforcint steel and concrete placement complete per approved plans and specifications Please refer to Field Report No. 78902 Inspector S. Taylor, Sr Laboratory Data Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 071068 6/18/2007 7 4x8 12.52 0.0 65940 5,270 1 TN N/A 071068 7/9/2007 28 4x8 071068 7/9/2007 28 4x8 071068 H 4x8 071068 071068 071068 071068 Remarks Results Reviewed By Codes for Break Types: 1: Cone 2: Cone & Split Engineer Architect Contractor Legacy Telecommunications, Inc Design Strength 4,000 @ 28 days Date Specimens Rec'd. 1 1 1 Date Reviewed 4 "-a-c- 57 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C -39 +/- 8% ram mlol Revision Effective DV. Ntr/W The Y/onmmn Po.dd an Mho/port Is premed ler the seclusive use of the client Tim.ort may not b. mpduned is any bnnef waat tlb wines WmtS.bn oleo cared and 14va1( Need Reported Batch Data Design Actual Weights Weights Mix No. 6500 6500 Cem. lbs. 611 607 F. Ash lbs. C. agg. lbs. 1 1966 1974 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1290 1298 Water lbs. 255 214 Air Ent. (oz) 8 8 Other (oz) Other(oz) Other (oz) Other (oz) Water Added on Job (gals.) 5 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 ASTM C172 x OTHER ASTM C231 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non - Conforming EiII c0 sr 0t OIt nInu C N O I N C L A I N O, INC. QV /L • SL'RUCLURAL • SURVEY 14201 NE 200 Street, Suite 200 Woodinville, WA 98072 Email: eei ®comerxtonctngr.com Web: www.comerxmne- cngr.com Structural Calculations For Fzje cop \ Design of Half -Vault Retaining Structure For Wireless Radio Equipment Prepared By: Sung U. Cho, P.E. Checked By Mark W. Olson, P.E. Prepared Date: March 7, 2007 CEI Project No.: 07 -06149 R rip .*Mobile Site Name: Military & 27th Site Number: SE 3551C 3118 5.140 Street Tukwila, WA 98168 King County REVISION N0. 1 Comprehensive Design Solutions for Your Project Success! REV IEWED FO C ODE COMPLIA APR 5 2007 t_ Auaort IIFQ Lg21Lig$tr_is r, Phone: (425)487-1732 (206)206 -7306 Fax:(425)487 -1734 Of ukw� its BUILDING DIVISION RECErveD CRY OF TUKWIM MAR . 15.20071 PERMIT CENTER DO(sII(. Project: Military & 27 (SE355IC) Date: March 7, 200 Clicnl T- Mobile Prepared By: S. Cho CEI No.: 07-06149 Page I. Scope of Work Provide structural design for the proposed 7-Mobile concrete half vault retaining structure located at 3118 South 140 Street, City of Tukwila, King County, WA. The wireless radio equipment cabinets will be located inside of the half vault structure and chain -link fence will be Installed perimeter of the concrete vault. The Information in this report summarizes the requirements for construction of structural elements for the proposed design in conformance with the 2003 International Building Code. Unless noted otherwise, all means and methods used shall be In keeping with good and generally accepted construction practices and all prescriptive design requirements of the 2003 International Building Code (IBC-03). II. Analysis Results As requested, we have evaluated the structural stability of the proposed half vault structure layout for structural code compliance. The structure was analyzed based on wind, seismic, live load and dead loads from the telecommunication equipment cabinets. The seismic site class' C' was used for this analysis per geotechnical report. Assumptions made for analysis consist of water levels remaining below heel as a result of the installation of appropriate wall drainage. The back slope behind retaining wall of 1H:1V for less than 10 vertical feet used per geotechnical report by Adapt Engineering, Inc. (project no. WA06- 13855 -GEO, dated 4/25/06). The geotechnical report Is available and attached this report for your reference. III. Conclusions and Recommendations Please refer to the following calculations and supporting Structural drawings as well as the Architectural drawing package as provided by 7-Mobile. The concrete slab foundation design resulted in a 8-inch thick slab -on -grade with #4 rebar © 12 -Inch o.c. each way at mid -depth and the retaining wall portion resulted in a 6 -inch thick walls with #4 rebar 12 -Inch o.c. each way centered In the wall with a 2-foot hook into the adjacent slab all around. General contractor shall verify all existing dimensions, member sizes and conditions prior to commencing any work. All dimensions of existing condition shown on the calculation are intended as guidelines only and must be verified in field. Any discrepancies shall be called to the attention of the architect or engineer and shall be resolved before proceeding with the work. Contractor shall provide temporary bracing for the structure and structural components until all final connections have been completed in accordance with the plans. IV. Loads/Design Criteria: (2003 IBC & ASCE 7) Please refer to the following calculations 1. Wind Load - Basic wind speed (V = 85 mph Exposure = B, Wind Importance Factor (I = 1.0 2. Seismic - Site Class = D (per Geotech) S 1.48g,S =0.51g, Six =0.987So, =0.442 Seismic Importance Factor (Is) = 1.0 Seismic design category •D' 3. Concrete - 4. Soil - 14201 NE 200 Strut, Suite 200 Woodinville, WA 98072 Email: cel@cornerstone-engr.com Web: www.comerstone.engr.com Compressive Pressure (fc) = Reinforcing (fy) _ Allowable Passive Pressure (EFP) = Base Friction Coefficient = Maximum Beating Pressure = Maximum Bearing Pressure = Ei l CcMRNEREIrONE 2,500 psi 80,000 psi 280 pcf 0.30 2500 psf (for Thickened -edge slab) 500 psf (for Uniform thickness slab) Phone: (425) 487 -1732 (206) 250-7306 Fax: (425) 487 -1734 Project: Military & 27 (SE355IC) Date: March 7, 200 Client: T- Mobile Prepared By: S. Cho CEI No.: 07 -06149 Page 14201 NE 200' Street, Suite 200 Woodinville, WA 98072 Email: eei@comeratone- engr.com Web: www.cornerstoneengr.com Design Calculation C �I►•i CORNERS.IMAM Phone: (425) 487 -1732 (206) 250 Fax: (425) 487 -1734 E cCFINERsrCNE £NBINCENINY. INC. PIOMLT location client by date checked date sheet no. CEI job no. HALF -VAULT PLAN VIEW HALF -VAULT SIDE VIEW HORIZONTAL REBAR SPACING WITHIN HALFVAULT SIDE SHALL BE M ®12O.C. VERTICAL REBAR SPACING WITHIN HALF -VAULT SIDE SHALL BE M Q 120.0. W/ 24' NOOK ®MDCEPTH e• TIec CONC SLAB REINFORCING SHALL BE p R ®AR @ 120.C. LW. ® MID -DEPTH Exposure C Exposure B Height Z, (ft) K qz Kz qz Case 1 Case 1 Case 2 Case 2 0-15 0.70 11.01 0.57 8.98 20 0.70 11.01 0.82 9.81 25 0.70 11.01 0.67 10.48 30 0.70 11.01 0,70 11.01 35 0.73 11.51 0.73 11.51 40 0.76 1 1.98 0.76 11.98 45 0.79 12.37 0.79 12.37 50 0.81 12.75 0.81 12.75 55 0.83 13.10 0.83 13.10 80 0.85 13.43 0.85 13.43 85 0.87 13.74 0.87 13.74 70 0.89 14.03 0.89 14.03 78 0.91 14.36 0.91 14.36 80 0.93 14.68 0.93 14.58 85 0.94 14.83 0.94 14 83 90 0.96 15.08 0.96 15.08 95 0.97 15.31 0.97 15.31 100 0.99 15.54 0.99 15.54 120 1.04 18.37 1.04 18.37 150 1.11 17.44 1.11 17.44 200 1.20 18.94 1.20 18.94 Exposure C Exposure D Kz qz K ez Case 1, 2 Case 1, 2 Case 1,2 Case 1, 2 0.85 13.38 1.03 18.19 0.90 14.18 1.08 17.03 0.95 14.88 1.13 17.70 0.98 15.44 1.18 1827 1.01 15.95 1.19 18.77 1.04 18.41 122 1921 1.07 16.82 1.25 19.81 1.09 17.20 1.27 19.97 1.12 17.54 129 20.30 1.14 17.87 1.31 20.81 1.18 18.17 1.33 20.90 1.17 18.48 1.36 21.17 1.19 18.78 1.37 21.48 1.21 18.98 1.38 21.67 1.22 19.23 1.39 21.90 1.24 19.46 1.41 22.12 1.25 19.88 1.42 22.33 127 19.90 1.43 22.53 1.32 20.88 1.48 23.25 1.38 21.87 1.54 24.17 1.46 23.02 1.82 25.41 c COnNEnSlrONE ENOINECRINCI, IND. Project: MILITARY & 27TH Client: T- MOBILE By S. Cho Subject: Lateral Load Calculation CEI No.: 07 -06149 Date: 3/7/2007 Page: Wind Velocity Pressure: Basic Wind Speed, V3,, (mph) Exposure Category Building Category Wind Load Importance Factor, I,,, Velocity pressure exposure coefficient, K, Topographic Factor, K Wind Directionality Factor, K Velocity Pressure, q,, (Ib/ft Design Wind Load (Open Buildings & Other Structure) Gust effect factor, G Net force coef dent, C1 Projected area normal to the wind, Af, (&) Design Wind Loads, F, (113/ft) Wind Load Calculation for Other Structure (Reference: IBC 2003, Section 1809 & ASCE 7-02, Chapter 8.0) 85 (ASCE 7 -02, Figure 8-1) = B (ASCE 7-02, Section 6.5.8) II (IBC Table 1604.5) = 1.0 (IBC Table 1604.5) = See Table (ASCE 7 -02, Table 8-3) e 1.00 (ASCE 7-02, Figure 8 = 0.85 (ASCE 7-02, Table 6-4). 0.00256K,KA (ASCE 7-02, Eq. 6-15) 11.01 (ASCE 7 -02, Section 8.5.10) = 0.85 (ASCE 7-02, Section 6.5.8) = 1.2 (ASCE 7 -02, Figure 8- 19-22) = Af = q,GCiA1 �s _ 14201 NE 200th Street, Suite 200 Woodinvine, WA 98072 E -met!: eel ©cornerstone -engr.com Web: www©comerstone-engr.com TEL 425-487 -1732 208-250-7306 FAX: 425-487-1734 E coRNenSrCNE Project: MILITARY & 27TH Client T- MOBILE By. S. Cho Subject: Lateral Load Calculation CEI No.: 07 -08149 Date: 3/7/2007 Page: Seismic Base Shear Calculation for Nonbuildinq Structure (Reference: IBC 2003, Section 1621 & ASCE 7, Chapter 9.6, ICBO Seismic Design Parameters 3.10) Seismic Force: Structure Weight, W, (kips) = 25.5 Structure Height, h,,, (ft) = 4 0.2s Spectral Response Acceleration, She Class B, 8, = 1.480 (Per Geotech) 1.0s Spectral Response Acceleration, Site Class 8, S, = 0.510 (Per Geotech) Site Class = C (Per Geotech) Seismic Use Group = Standard - Occupancy Buildings = I Site Coefficient per S, & Site Class, F, = 1.00 (IBC Table 1615.1.2(1)) Site Coefficient per S, & Site Class. F„ = 1.90 (IBC Table 1615.12(2)) SMS = F,S, = 1.480 (IBC 03, Eq 16. -38) S = F„S, = 0.663 (IBC 03, Eq 18. -39) San = 2/3 S 0.987 (IBC 03, Eq 16. -40) S = 2/3 S = 0.442 (IBC 03, Eq 16.41) Seismic Design Category per Son = D Occupancy Importance Factor, i Response Modification Factor, R Building Period Coefficient, G Calculate Seismic Design Base Shear T = C (he C. = Sos/( But need not exceed: Cs = 8 ot/IT(R/ir)1 = 1.0 (ASCE 7, Table 9.1.4) = 3 (ASCE 7, Table 9.14.5.1.1) 0.02 (ASCE 7, Section 9.5.5.3) 0.057 (ASCE 7, Eq = 0.329 (ASCE 7, Eq 9.5.5.2.1-1) = 2.605 (ASCE 7, Eq 9.5.5.2.1 -2) But not less than: Cs = 0.141,4 = 0.138 (ASCE 7, Eq 9.14.6.1 -1) C = 025,/(R/fp) (For Seismic Category E & F) = N/A (ASCE 7, Eq 9.14.5.1 -2) Seismic Base Shear, Vs = C,W, (kips) = 8.39 kips (ASCE 7, Eq 9.5.5.2-1) 14201 NE 200th Street, Suite 200 Woodnvtle, WA 98072 E cetCmmerstone.engr.corn Web: wCcomerstone a gr.com TEL: 425-487-1732 206-250-7306 FAX: 425-487-1734 C s.---- ,_® COFTNERSrONE Project MILITARY & 27TH Client: T- MOBILE By. S. Cho Subject Lateral Load Calculation CEI No.: 07 -06149 Date: 317/2007 Page: Seismic Load Calculation for Components and System (Reference: IBC 2003, Section 1621 & ASCE 7, Chapter 9.6, ICBO Seismic Design Parameters 3.10) Seismic Deslan Force for Equipment Anchoring: Component amplification factor, a, = 1 (ASCE 7, Table 9.8.32) Component Importance factor, l = 1 (ASCE 7, Section 9.6.1.5) Component operating weight, W = W (lb) Component response modification factor, R = 1.6 (ASCE 7, Table 9.6.32) Height of attachment/Heigh of Structure, zlh 0 (f Eq. Base) (z/h need not exceed 1.0) Seismic Design Force, F = 0.4aDSosWP (1+2a) RAJ (Eq. 9.6.1.3-1) Max. seismic design force, F, a 1.6S Min. seismic design force, F 0.3S Seismic Design Force, F, Min. seismic design force, F, r „ Max seismic design force, F Seismic Design Force, F„(ASD) 15 3 0.26 W 0.30 W 1.58 W (Eq. 9.6.1.3-2) (Eq. 9.6.1.3 -3) z 0.19 W„ it USED ?rte r;QuIPMfq CoN)JEC" 1 14201 NE 200th Street, Suite 200 Woodinville, WA 98072 E+ne0: aigcomerstone-engr.cam Web: www@comerstone- engrcom TEL' 425-487 -1732 206- 250 -7308 FAX: 425.487 -1734 � CORN I N CE NE �" CORN w i n o. NE eject MILI 4 x7 41 b r r t l o n TU1! 14I LA , WA dent T— MOP, 1LE by c. ago date lucked date sheet no. CEI Job no. 17Fs5 t -r,4P. o = stvo fs l -ct = 6o K._ R or err Ea = Pr l p tl = 19SD 4 KJolctA = 84s # x 12- = /6 PL cat ° 1tor4 x /6'>< sit ' = 136 co 41 Ito x zx4 = i2tv s. r I o ref x x _ 4#'00 •t- 171- FtMCE IS- � te = 4o peat x 15 'x g ' ' = 4sco LAT�P4 La4 G , pM Mg1soN . Sl = 0.329 VVr = 0.32gx 2t4g6 # = W L = cods 1 peg Fake tai SLATE , 4 S (11. n t ) ( 6 ` xlb ` )= Io7S SEE%st -ttC L.oA co$Iflo 6 � Nl # GM U4 FACE �} r 4 xb'x2.x( lip' +5.5') = 1176 t71_t,TAI. = 36 + 2 .o 6 -frt4 + 11 _ i t4q6 # 0144. = I.o75 ?(=36 ( = 367x S3 6& t 3.341 E 0nNa1r0NE ePINO, OHO. Molest location dent by dale checked date shoal no. CEI lob no. R&re+ I U VF �— w . r 4.s Hp- frACE EASE p.1 fH4fir.. Pit To rCiJCE ty Wild 2 c-0.4D I 2- S ' (a a 02. - 4t - roe ciesi M 4 FE4' CoNNECTI0n1 rn wau g y THERS) VF= I_4 rE Rat @ sorr. or FE &cE (1I.1 psf )(6 ") = 67.2_ pi$. CHECK 6rtH e BASE 44-1) - . (4s 3 t Zx 18.60= ;brit * MN= r.bx -41 = 1046"- 4 Z _�,t . K- M MX ` 6' d =3 " 4c' 1�a� si � 8= bb ks, (id = 4 , P. Noty = o. iic 1t, . 0.0106. 6Z1:. = 0.0033 A ; P�� mb I = v.33x " "x3 = 0. 2. 7' l 6 Rco ° 74551.4k1TtoN ln\ = WEI4HT of sTEM /ic}ir¢ Ea.r}(n Pvenw; ° Bohr (A ssµneb) 4" P= (Os ` ° x w P` )x 91 eta =¢�3 El= o.9z1x Yx o r[ _ (5.61* Ei �ORNEFRSIrONE tet location client by date char/old date sheet no. CEI job no. 'TRY a 4 IREFAR e / 2 " O. C. (As _ o, a 7n) . _ Qs z - _ p, Z % - o, o0±6 11" I3" = A f a.as tb - o .2... x60 - 947 0H, = 0 (d- to = C °'i )(oi 2)(bo) (3 " — E tOro FP/V * W/ sTD, /fooK. o.ozx411 xcld . I/ X a 7 x o 2 0) Ti(S * 4 REB4! 12' o, G mot 14F n/J STEM, FooTlrnt THfaNESS P-(&fD = �. D a { 3 "GLR- % 5 t/ TS c4- j cOIRNEMSTONE Prated boatbn client by date checked dete sheet no. cs job no. - bEvEL opM EAT LEA'4TH , .dro SrEfl b a (As re$ � u ;. I.3 3Y Jet — 1.13x14.4't Iq.Z crmHan r CHECK P44 • - t984 oM it-1 6 9 — SL IDI GHEc. L.A7Em L = ' 4r d44 13.61 rr, (C iSEICHK) FKIGT1OJ P'ESIS7RIllE = rj ,) 6 iY 0,3] ° 387,.? A 5j= 4',►Z - 0. 82: �d 4 USE. KEY 1 Ices( let (01t) US & 24" p11E,eu1B DNn = sosL = 40 x `� SEISHIG= 1B,61 4Xi 41 , 6 4 -1 I Sr" ; - (43 (43 y S. 2 -5 = 23-1Z m -, SAS z -i v«trjnk, : It In 8. t ' 7 2. = 3 6 13 4°_, DEp - 04. (I.tx4iai r38714 = 1 I - 044. pa j" ss;re �euure = Zsopr.F u SE I t -6 " j CCP%NEF1IS1rONE pnMeel location tllnnt by dale MM'knrl date sheet ro. MI job no. pASSIV& REsISTAA'E = 230 x 1't-72_ = It # T(7T4L p slsrAnlc6- = 31t' " t 387. etier (Om.) Au- 00A B-E sou, 6 12A 64.s Ps- SEE CoNPurER I.� 41141. I'S 1 s) ']O 4 Solt. 136 cifFt .k . TOTAL 1J &I6NT = j7L -f LL = L t `° r , = 1. S t 1.17A'40 a 2_6/ Psi EAtizI = +to Ps -f x1.33 = 6 ps i Opel= CEOTEGlt) l t—u = Z 2i9 1154 a, (c Rev. 39001 User. KW0907053, Wr 5.110.1•Nm4000 Ie01963.2006 ENERCALC Engineering 3afwne Description 1 [Criteria Retained Height • 4.00 ft Wag height above soli = 0.50 ft Slope Behind Wall - 1.00: 1 Height of Soil over Toe = 0.00 In Son Density • 110.00 pcf Wind on Stem Surcharge Loads Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe • 25.0 psf Used for Sliding & Overturning Des' n Summa Total Bearing Load ...resultant ecc. 14201 NE 200th Street, Site 200 Woodinville, WA 98072 0.0 psf • 2,323 Ibs • 18.08 in Soil Pressure @ Toe • 0 psf OK Soil Pressure C Heel • 564 psf OK Allowable 665 psf V Soil Pressure Less Than Allowable • O psf • 502 psf • 4.5 psi OK = 0.0 psi OK = 85.0 psi ACI Factored 0 Toe ACI Factored © Heel Footing Shear Toe Footing Shear O Heel Allowable Wall Stability Ratios Overturning - 10.87 OK voSilding • 1.80 (Venloal Co Sliding Cates (Vertical Component Used) Lateral Sliding Force a 871.1 be less 100% Passive Forces - 694.5 lire less 100% Friction Face= - 697.01bs Added Form Req'd = 0.0 bs OK ....for 1.5 :1 Stability = 0.0 lea OK Footing Design Resul� Toe_ _Hui_ Factored Pressure = 0 502 psf Mu' : Upward • 4,699 0 ft4 Mu' : Downward • 5,800 0 ft4 Mu: Design • 901 0 ft-# Actual 1-Way Shear • 4.45 0.00 psi Allow 1-Way Shear ■ 85.00 0.00 psi Toe Reinforcing = 14 © 12.001n Heel Rainfomhg = IS 4 ©12 001n Key Reinforcing • *4 Q 47.75 In tide : rob # Dagnr. Date: 8:O8PM, 13 MAR 07 Description : Scope: Code Ref. ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Cantilevered Retaining Wall Design r „ i a r m „?„� [Soil Data far- / Allow Soli Bearing Ittga , Equivalent Fluid Pressure M od Heel Active Pressure = 80.0 psf/ft Toe Active Pressure = 0.0 psf/ft Passive Pressure - 280.0 psf/fl Water height over heel • 0.0 ft FootingllSof Friction = 0.300 Soil height to Ignore for passive pressure = 0.00 In [Lateral Load Applied to Stem Lateral Load = ...Height to Top ...Height to Bottom = Stem Construction Design height Wall Material Above "Fr Thickness Reber Size Reber Spacing Reber Placed at Design Data It • Top Stem Stem OK 0.00 Concrete 6.00 ✓ # 4 v 12.00 v Center 1b/FB +fa/Fa = 0.883 Total Force © Section be = 1,088.0 Moment...Actual ft-#= 1,450.7 Moment...Ailowable = 2,487.6 Shear....Actual psi • 30.2 Shear....Allowable psi = 85.0 Bar Develop ABOVE Ht. In= 18.72 Bar Lap/Hook BELOW HL hk= 6.00 Wall Weight = 72.5 Reber Depth 'd' Masonry Data fm Fs Solid Grouting Special Inspection Modular Ratio W Short Term Factor In= 3.00 psi= psi • • Equal. Solid Thidc. Masonry Block Type = Normal ▪ Weight Corcrete Data for -rrrX . [ Footing Strengths & Dimensions fc = 2,500 psi Fy = Min. As% - Toe Width • Heel Width • Total Footing Width - 60,000 psi v 0.0014 8.00 ft ✓ 0.50 5.50 Footing Thickness = 8.001n Key Width = 6.00 in V Key Depth = 16.00In ✓ Key Distance from Toe • 4.00 ft Cover © Top • 3.00 In 11 Btm.= 2.00 In I t L o Ap ad plied to Stem 1 A _ 18.61!8 Axial Dead Load = 0.0 Ibs 2.87 ft Axial Live Load = 0.0 Ibs 2.67 0 Axial Load Eccentrirfty = 0.0 In ft psi = 2,500.0 Fy psi • 60,000.0 Other Aeceptable Sizes & Spacings Toe: #4© 26 00 In 150 40.50 in, #6@ 48.25 in, #7@ 48.25 in, #8© 48.251n, #90 4 Heel: Not re'd, Mu c S' Fr Key. #4G 47.75 in, #5© 48.25 In, #6C 48. Rev. 68001 User. KW croesa. Ver 5 8.0.1- Now2005 (01983-20N ENERCALC &l nxm,e Software Description Tate : Job 0 Dsgnr. Date: 8:O8PM, 13 MAR 07 Description : 14201 NE 200th Street, Suite 200 Scope Woodinville, WA 98072 Code Ref•. ACI 318-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 L Summary of Overturning & Resisting Forces & Moments Cantilevered Retaining Wall Desi n Pa 2 g 9 Slimy S 27rr.ecer. ge Caladaom ._..OVERTURNING.._. _...RESISTING Force Distance Moment Farce Distance Moment Item bs ft ft.* Ibs It ft4 Heel Active Pressure = 871.1 1.56 1,355.1 Soil Over Heel - 8.50 Toe Active Pressure = Sloped Soli Over Heal in 8.50 Surcharge Over Toe = 0.33 Surcharge Over Heel = Adjacent Footing Load = Adjacent Footing Load = Added Lateral Load = 3.34 Axial Dead Load on Stem 0.00 Load © Stem Above Soli • Soil Over Toe • SeismlcLoad = Surcharge Over Toe = 200.0 4.00 800.0 -- _....,._.........._.._ Stem Weight(s) at 326.3 8.25 2,691.6 Total = 871.1 O.T.M. = 1,355.1 Earth a Stern Transitions= Resisting/Overturning Ratio = 10.87 Footing Weight = 850.0 4.25 3,612.5 Vertical Loads used for Soil Pressure • 2,323.2 bs Key Weight = 100.0 4.25 425.0 Vert. Component • 847.0 8.50 7,199.1 Vertical component of active pressure used for soil pressure Total in 2,323.2 Ibs RM.= 14,7282 1 1 1 h1 II II 1 MERRNEE 1 9 1 i I Project: Military &27 Date: March 7,200 Client: T- Mobile Prepared By S. Cho CEI No.: 07 -06149 Page References 1) Minimum Design Loads for Buildings and Other Structures, American Society of Civil Engineering (ASCE 7-02), 2003 2) International Building Code (IBC 2003), international Code Council, 2003. 3) Building Code Requirements for Structural Concrete (ACI 318 -05), American Concrete Institute. 2004. 4) Design of Concrete Structures, Arthur H. Nilson, WCB/McGraw -Hill, 12'" Ed., 1997. 5) EnerCalc 5.8, Structural Engineering Software, 2003. 14201 NE 200 Street, Suite 200 Woodinville, WA 98072 Email: cei@eornerstone- engr.com Web: www.comcrstone- cngr.com E ' FoNC1roNE Phone: (425)487 -1732 (206) 250-7306 Fax: (425) 487 -1734 Project: Military & 27 (SE355 I C) Date: Client T- Mobile Prepared By: CE! No.: 07-06149 Page 14201 NE 200 Street, Suite 200 Woodinville, WA 98072 Email: cei @cornerstone- engr.com Web: www.comerstone- engr.com Appendix Original Geotechnical Report CORNEn61PONE LHQ,NetnlNY. INO. March 7, 200 S. Cho Phone: (425) 487 -1732 (206) 250-7306 Fax: (425) 487 -1734 April 25, 2006 Adapt Project No. WA06- 13855 -GEO T- Mobile, USA 19807 North Creek Parkway North, Suite 101 Bothell, WA 98011 Attention: Mr. Michael Putt Subject; Geotecbaica! Engineering Evaluation IVTlitary & 27 Tower Site (SE3551 C) 3118 S. L40 Street Tukwila, WA Dear Mr. Putt, Adapt Engineering, Inc. 615 Eighth Avenue South Sea61e, Washington 95104 Tel (206) 554.7045 Fax (206) 654-1048 www.bbdapt.eom Pursuant to your request Adapt Engineering, Inc. (Adapt) is pleased to submit this report describing our recent geotecbnical engineering evaluation for the above - referenced site. The purpose of this study was to interpret general surface and subsurface site conditions, from which we could evaluate the feasibility of the project and formulate design recommendations concerning tower and equipment building foundations, structural fill, and other considerations. Our scope of services consisted of a surface reconnaissance, a subsurface exploration, geotechnical analyses, and report preparation. Authorization to proceed was given by Mr. hllichaei Putt of TMobile. This report has been prepared for the exclusive use of T- Mobile and their agents, for specific application to this project in accordance with generally accepted geotecbnical engineering practice. Use or reliance upon this report by a third party is at their own risk. Adapt does not make any representation or warranty, express or Implied, to such other parties as to the accuracy or completeness of this report or the suitability of its use by such other parties for any purpose whatever, known or unknown, to Adapt. We appreciate the opportunity to be of service to you. If you have any questions, or if we can be of further assistance to you, please contact us at (206) 654-7045. Respectfully submifted, Adapt Engineering, Inc. r/ V Mailm E. Nicholson, ELT. Staff Geotechnical Engineer meafrbh KVL2 K. V. Lew, P. Eng. ./ Senior Geotecbnical Engineer Senior Reviewer Attachments: Figure 1- Location Map Figure 2 - Site & Exploration Plan Boring Log B-1 Adapt Engineering, Inc. -1 Rolf B. Hyllseth, P.E., L.G. Senior Geotecbnlcal Engineer T•MaWle Aoril 25. 2006 Acaot P•ole.= ■o NatO• Page 2 T- Mobile, USA Geotechnical Engineering Evaluation Military & 27th Tower Site SE3551C Tukwila, Washington WA06- 13855 -GEO April 2006 Adapt Engineering, Inc. 815 Eighth Avenue South Seattle, Washington 98104 Tel (206) 8547045 Fax (206) 654 -7048 www.Wadapteom PROJECT DESCRIPTION The host parcel is located at 3118 South 140 Street in Tukwila, Washington, as shown on the Location/Topographic Map (Figure 1). Specifically, the proposed tower lease area Is located approximately 20 -feet southwest of the southeast corner of the building that occupies the host parcel. The proposed equipment building lease area is located approximately 40 -feet northeast of the tower lease area, on the south side of an existing playground. We tmderstand that current development plans call for the construction of a monopole communication tower and associated equipment building or cabinet pad. The site can be accessed from the north side of South 140 Street via the existing asphalt driveway and parlcing lot. The project site and surrounding area are shown on the attached Site & Exploration Plan (Figure 2). It should be emphasized that the conclusions and recommendations contained in this report are based on our understanding of the currently proposed utilization of the project site, as derived from written and verbal information supplied to us by T- Mobile. Consequently, if any changes are made to the project, we recommend that we review the changes and modify our recommendations, if appropriate, to reflect those changes. Adapt Engineering, Inc. EXPLORATORY METHODS We explored surface and subsurface conditions at the project site during a site visit on April 21, 2006. Our surface exploration consisted of a visas! site reconnaissance. Our subsurface exploration consisted of advancing one boring (designated B-1) to a maximum depth of about 26.5 -feet below existing ground surface (bgs) within an accessible area near the proposed tower location. The procedures used for subsurface exploration during our site visit are presented in the subsequent sections of this report The location of the exploration advanced for this study is shown on the attached Figure 2. The specific location and depth of the exploration performed was selected in relation to the proposed site features, under the constraints of budget and site access. The boring location and other features shown on Figure 2 were obtained by band taping from existing site features; as such, the exploration location shown should be considered accurate only to the degree implied by the measuring methods used. It should be realized that the exploration performed for this evaluation reveals subsurface conditions only at a discrete location across the project site and that actual conditions in other areas could vary. Furthermore, the nature and extent of any such variations would not become evident until additional explorations are performed or until construction activities have commenced. If significant variations are observed at the time of construction, we may need to modify our conclusions and recommendations contained in this report to reflect the actual site conditions. Auger Boring Procedures The borings were advanced using a truck- mounted, hollow -stem auger drill rig operated by an independent company working under subcontract to Adapt. A geotechnical representative of Adapt was on -site to observe each boring, obtain representative soil samples. and log the subsurface conditions. T- Mobile. USA Adaot Project No WAJ5 -• M55 -GEO Apni 25. 2008 g age Adapt Engineering, inc. After each boring was completed, the borehole was backflled with a mixture of soil cuttings and bentonite chips. During drilling, soil samples were obtained on 5 -foot depth intervals using the Standard Penetration Test (SPT) procedure (ASTM: D 1586). This test and sampling method consists of driving a standard 2.0 -inch outside diameter (OD) split-barrel sampler a distance of 18 inches into the soil with a 140 -pound hammer, free - falling a distance of 30 inches. The number of blows required to drive the sampler through each of the three, 6-inch intervals is noted. The total number of blows struck during the final 12 inches of penetration is considered the Standard Penetration Resistance, or "blow count ". If 50 or more blows are struck within one 6-inch interval, the driving is ceased and the blow count is recorded as 5D blows for the actual number of inches of penetration. The resulting Standard Penetration Resistance values provide a measure of the relative density of granular soils or the relative consistency of cohesive soils. The Boring Logs attached to this report describe the various types of soils encountered in each boring, based primarily on visual interpretations made in the field and supported by our subsequent laboratory examination and testing. The Logs indicate the approximate depth of the contacts between different soil layers, although these contacts may be gradational or undulating. Where a change in soil type occurred between sampling intervals, we inferred the depth of contact Our logs also graphically indicates the blow count, sample type, sample number, and approximate depth of each soil sample obtained from the boring, along with any laboratory fists performed on the soil samples. If any groundwater was encountered in the borehole, the approximate groundwater depth is depicted on the boring log. Groundwater depth estimates are typically based on the moisture content of soli samples, the wetted height on the drilling rods, and the water level measured in the borehole after the auger has been extracted. SITE CONDITIONS The following sections describe our observations, measurements, and interpretations concerning surface, soil, groundwater, and seismic conditions at the project site. Surface Condttions The proposed equipment building lease area is located in a grass-covered area on the south side of an existing playground. To the south of the equipment building lease area, the ground slopes steeply upwards at a gradient on the order of 111:1V for less than 10 vertical feet. The proposed tower lease area is located approximately 40 -feet southwest of the equipment building lease area within the approximately level, grass - covered lawn area at the top of the slope. Subsurface t:ondfffons Our boring revealed the near-surface soil conditions to consist of about 6 to 12- inches of grass, gravel, sod and topsoil mantling about 3 -feet of medium dense, gravelly sand with cobbles. Below these surficial soils at a depth of about 4 -feet bgs, our exploration revealed the presence of medium dense grading to dense, silty, gravelly sand, which was observed to become very dense below about 16 -feet bgs. Below a depth of about 18 -feet bgs. boring encountered very dense, gravelly sand with some silt. which extended i.Mebile. USA Adapt Project No WA,`6•,' 3855•6EO .Aar' 25. 2006 'aye 5 Adapt Engineering, Inc. to the full depth explored of about 26.5-fret bgs. Groundwater seepage was not encountered within our exploration at the time of drilling. Throughout the year, groundwater levels would likely fluctuate in response to changing precipitation patterns, off-site construction activities, and changes in site utilization. Seismic Conditions Based on our analysis of subsurface exploration logs and a review of published geologic maps, we interpret the on-site soil conditions to correspond to Site Class C, as defined by Table 1615.1.1 of the 2003 International Brdiding Code ( IBC). The soil profile type for this site classification is characterized by very dense soils with an average blowcount greater than 50 within the upper 100 feet bgs. Current (2003) National Seismic Hazard Maps prepared by the U.S. Geological Survey indicate that peak bedrock ground acceleration (PGA; NEHItP B-C Boundary) coefficients of about 0.33 and 0.66 am appropriate for earthquakes having a 10- percent and 2- percent probability of exceedance in 50 years (corresponding to return intervals of 475 and 2,475 years), respectively. The IBC mapped spectral accelerations for short periods at the subject site (8,; Site Class B) are 148 and 51 (percent of gravity) at 02 and 1.0- second periods, respectively. For purposes of seismic site characterization, the observed soil conditions were extrapolated below the exploration termination depth, based on a review of geologic maps and our knowledge of regional geology. CONCLUSIONS MW RECOMMENDATIONS Current development phms call for the monopole communication tow and associated equipment building or cabinet pad within the proposed lease areas. Based on the anticipated subsurface conditions, we recommend that the proposed telecommunication tower be supported on a drilled pier foundation. General design criteria for compressive, uplift and lateral support of a drilled pier are presented below. Our specific recommendations concerning site preparation, equipment building or cabinet foundations, tower foundations, access driveway, and structural fill are presented in the subsequent sections. Site Preparation Preparation of the tower lease area for construction should involve clearing, grubbing, stripping, cutting, filling, dewatering, and subgrade preparation. The following comments and recommendations apply to site preparation. Temporary Drainage: We recommend intercepting and diverting any potential sources of surface or near-surface water within the construction zones before stripping begins. Because the selection of an appropriate drainage system will depend on the water quantity, season, weather conditions, construction sequence, and contractor's methods, final decisions regarding drainage systems are best made in the field at the time of.consnuction. Nonetheless, we anticipate that curbs, berms. or ditches placed along the uphill side of the work areas will adequately intercept surface water runoff. Clearing and Strivoing After surface and near - surface water sources have been controlled, the construction areas should be cleared and stripped of all vegetation. sod. topsoil, and debris. Based on our site exploration and visual observations, we estimate that an average thickness of about 6 to 12- inches of T-Moble. USA ?Went P•>fect 'to WA06- 1855.OEO Apn125 2006 'vge 5 Adapt Engineering, Inc. grass, sod, and topsoil will be encountered across the lease area, but significant variations could exist. It should be realized that if the stripping operation proceeds during wet weather, a generally greater gipping depth might be necessary to remove disturbed, surficial, moisture- sensitive soils; therefore, stripping is best performed during a period of dry weather. Excavations: Site excavations ranging up to about 1.5 -feet deep may be required to accommodate the proposed equipment pad footings. Based on our explorations, we anticipate that these excavations will encounter medium dense, silty, gravelly sand. These surficial soils can Inc* be cut with conventional earth working equipment such as small dozers and trackhoes. Backfill materials, where required, should be placed and compacted according to the recommendations presented in the Structural Fill section of this report w to : Our subsurface explorations did not encounter groundwater seepage within the upper 1.5- feet; however, depending on the actual excavation depth and the time of year that construction proceeds, the proposed site excavations might encounter perched groundwater seepage. If groundwater is encountered, we anticipate that an internal system of ditches, sump holes, and pumps will be adequate to temporarily dewater the excavations. $ubssade Preparation: Exposed subgrades for shallow footings, mat foundations, slabs -on -grade, roadway sections and other structures should be compacted to a firm, unyielding state, if required to achieve adequate density and warranted by soil moisture conditions. Any localized zones of loose, granular soils observed within a subgrade area should be compacted to a density commensurate with the surrounding soils. In contrast, any uncontrolled fill material or organic, soft, or pumping soils observed within a subgrade should be overexcavated and replaced with a suitable structural fill material. It should also be noted that any previous fill material should be overexcavated and replaced with structural fill if found to contain a significant amount of organics or debris. Frozen Subgrades: If earthwork takes place during freezing conditions, we recommend that all exposed subgrades be allowed to thaw and be recompacted prior to placing subsequent lifts of structural fill. Equipment Building or Cabbies Foundations It is our understanding that the support pad for the proposed equipment building or cabinets will consist of a poured -in- place, concrete slab -on -grade with thickened edges; we recommend that these thickened slab edges be designed es spread footings. Alternatively, the equipment support pad may be designed as a structural slab -on -grade with a uniform thiclmess and a reduced bearing pressure. In either case, we anticipate that the support pad bearing pressure will be relatively light. The following recommendations and comments are provided for purposes of equipment pad design and construction. $ubsrade Conditions: The prepared bearing subgrade soils should consist of medium dense, silty, gravelly sand. Exposed slab-on- grade. footing or overexcavation subgrades should be compacted to a T-Mobile. USA Adapt °'A)ect No WA06•' 3855 Acrd 25.2005 �e9e - Adapt Engineering, Inc. firm, unyielding state, in accordance with the recommendations provided in the Site Preparation section of this report. Subnrade Verification: Footings or slabs -on -grade should never be cast atop soft, loose, organic, or frozen soils', nor atop subgrades covered by standing water. A representative from Adapt should be retained to observe the condition of footing subgrades before concrete is poured to verify that they have been adequately prepared. Footing Dimensions: For a poured -In- place, structurally reinforced concrete slab-on -grade with thickened -edge footings, we recommend that the spread footing elements be constructed to have a minimum width of 12- inches. For frost protection, the footings should penetrate at least 18- inches below the lowest adjacent exterior grades. Beaune Pressure and Lateral Resistance: A maximum allowable static soil bearing pressure of 2,500 pounds per-square-foot (psi) may be used for thickened -edge pad footings designed as described above. For thefi(}ernate equipipat euppoat pad design using a uniform thickness, structural slab -on -grade, we recommend a maximilrg gl1Q,wab(p ie soil bearing Dressure of 500 psf across the >%d area. These bearing pressure values can be increased by one -third to accommodate transient wind or seismic loads. An allowable base fiiotion coefficient of 030 and an allowable passive earth pressure of 280 pounds vet cubic foo t grcf), expressed as an equivalent fluid unit weig6,tgiay be used for that portion of the foundation embedded more than I -foot below finished exterior subgrade elevation. These lateral _resistance values incorpo> rte a minim= Safety. factor of Grading and Capping: Final site grades should slope downward away from the structure so that runoff water will flow by gravity to suitable collection points, rather than ponding near the structure. Ideally, the area surrounding the structure should be capped with concrete, asphalt, or compacted low - permeability (silty) soils to reduce surface -water infiltration into the subsoil adjacent to/below the foundation. Settlements: We estimate that total post - construction settlements of properly designed thickened - edge footings bearing on properly prepared subgrades could approach I - inch, with differential settlements approaching one - half of the total. For a structural slab equipment pad with a uniform thickness (without thickened edges), somewhat greater movements may be experienced. Tower Drilled Pier Fowtdations The subsurface soil and groundwater conditions observed in our site exploration are considered to be generally suitable for the use of a drilled pier foundation to support the proposed tower. The following recommendations and comments am provided for purposes of drilled pier design and construction. End Rearing Canacities: We recommend that the drilled pier penetrate at least 10 -feet below the ground surface. For vertical compressive soil bearing capacity, we recommend using the unit end bearing T Mabte. USA Aoni 25.2006 Adapt ?rpeec'4o •NAJ6•' 3655 -GEO °eye Table 2 Allowable Skin Friction Capacities Depth (feet) Allowable Sldn Friction (tst) 0-2 0.0 2 -5 0.10 5 -16 0.30 16-27 030 Table 1 Allowable End Bearing Capacity 0 Ftfj-feet) ' Ajlowiq'bleD iujCapadty(gff LlmifngEbhttResfStance(dI) 10-16 16-27 4.0 DB 63 DB 7 10 Adapt Engineering, Inc. capacity presented in Table 1 below, where B is the diameter of the pier in feet and D is the depth into the bearing layer in feet This allowable end bearing capacity includes a minimum safety factor of 1.5. Frictional Capacities: For frictional resistance along the shaft of the drilled piers, acting both downward and in uplift, we recommend using the allowable skin friction value listed in Table 2. We recommend that frictional resistance be neglected in the uppermost 2-feet below the ground surface. The allowable skin friction values presented includes a minimum safety factor of 1.5. J. eml Capacities: Drilled pier foundations for communication monopole towers are typically rigid and act as a pole, which rotates around a fixed point et depth. Although more complex and detailed analyses are available, either the simplified passive earth pressure method or the subgrade reaction method is typically used to determine the pier diameter and depth required to resist groundnut reaction forces and moments. These methods are described below. • Passive Earth Pressure Method: The passive earth pressure method is a simplified approach that is generally used to estimate an allowable lateral load capacity based on soil wedge failure theory. Although the lateral deflection associated with the soil wedge failure may be estimated, design lateral deflections using the passive earth pressure method should be considered approximate, due to the simplified nature of the metbod. According to the NAVFAC Design Manual 7.02 (1986), a lateral deflection equal to about 0.001 times the pier length would be required to mobilize the allowable passive pressure presented below; higher deflections would mobilize higher passive pressures. Our recommended passive earth pressures for the soil sayers encountered at this site are presented in Table 3 and incorporate a safety factor of at least 1.5, which is commonly applied to transient or seismic loading conditions. These values are expressed as T•Mobile. USA Adapt repo No MA06- '36554E0 Aonl 25 2006 'we3 Table 3 Allowable Passive Pressures Depth (feet) Allowable Passive Pressure (pct) 0-2 2-5 5-16 16-27 0 300 380 420 Adapt Engineering, Inc. equivalent fluid unit weights, which are to be multiplied by the depth bgs to reflect the linear increase within the depth interval of the corresponding soil layer. The passive earth pressures may be assumed to act over an area measuring two pier diameters wide by up to eight pier diameters deep. • 5ubgrade Reaction Method: The subgrade reaction method is typically used to compute lateral design loads based on allowable lateral deflections. Using this method, the soil reaction pressure (p) on the face of the pier is related to the lateral displacement (y) of the pier by the horizontal subgrade modulus (k this relationship is expressed as p-k Because soil modulus values are based on small scale, beam load test data, and are usually reported as a vertical subgrade modulus (k,.), they must be converted to horizontal subgrade modulus values representative for larger scale applications (such as large pier diameters) by means of various scaling factors, as discussed below. In addition to the scaling and loading orientation, the soil-pier interaction governing kh is also affected by the soil type, as follows: • SAND and Soft CLAY: For cohesionless soils (sand, non - plastic silt) and soft cohesive soils (clay, cohesive silt), the horizontal subgrade modulus (k increases linearly with depth (z). This relationship is expressed as kh = nh(z/B), where ah is the coefficient of horizontal subgrade reaction and (z/B) is the scaling factor (B is the pier diameter). • Stiff or Hard CLAY: For stiff or hard cohesive soils (clay, cohesive silts), the horizontal subgrade modulus (14) is essentially the same as the vertical subgrade modulus (k,) and is considered constant with depth. This relationship is expressed as krlr.,[1(ft)/I53), where [1(ft)11.5B) is the scaling factor (B is expressed in feet). Our recommended values for the coefficient of horizontal subgrade reaction (n and the vertical subgrade modulus (k,) for the soil layers encountered at this site are presented in Table 4 below. These values do not include a factor of safety since they model the relationship between contact pressure and displacement. Therefore, the structural T.MoblIo. USA Aonl 25.2006 ADM omjtict No WAe6 1 3855.OEO 'age • Table 4 Recommended Horizontal Sabgrade Reaction Values Depth Interval (fret) y (Pe hr (Pd) 0-2 2 -5 5 -16 16-27 0 . 25 65 70 N/A N/A N/A N/A Coefficient of Horizontal Sabgrade Reaction (pci) kiss q(r/g) • (Sand & Soft Clay) ka=bA SB) (SdffClay) Adapt Engineering, Inc. engineer or monopole manufacturer should select an appropriate allowable displacement for design, based on the specific requirements of the communication equipment mounted on the tower. Construction Considerations: Our explorations revealed the site soils to generally consist of medium dense, silty, gravelly sand with cobbles over dense, gravelly sand, underlain by very dense, gravelly sand with some silt. Groundwater seepage was not encountered within our boring at the time of drilling. However, dewatering may be required, depending on the actual depth and time of year of drilled pier construction. The foundation- drilling contractor should be prepared to ease the excavation to prevent caving and raveling of the pier shaft sidewall, if necessary due to unexpected soil or excessive groundwater seepage conditions. Should unexpected heavy groundwater inflow be encountered hi the drilled pier excavation, it may be necessary to pump out the accumulated groundwater prior to concrete placement, or to use a hernia tube to place the concrete flow the bottom of the drilled pier excavation, thereby displacing the accumulated water during concrete placement. Alternatively, the use of bentonite slurry could be utilized to stabilize the drilled pier excavation. Drilled Pier Excavation Conditions: The drilling contactor should be prepared to clean out the bottom of the pier excavation if loose soil is observed or suspected, with or without the presence of slurry or groundwater. As a minimum, we recommend that the drilling contractor have a cleanout bucket on site to remove loose soils and/or mud from the bottom of the pier. If groundwater is present and abundant within the pier hole, we recommend that the foundation concrete be tremied from the bottom of the hole to displace the water and minimize the risk of contaminating the concrete mot. The Drilled Shaft Manual published by the Federal Highway Administration recommends that concrete be placed by tremie methods if more than 3 inches of water has accumulated in the excavation. Access Driveway Based on available site plans and our site reconnaissance visit, it does not appear necessary to construct a new access road. However, if extensions or improvements to the existing access road are required, we recommend that the subgrade for any access roadway be prepared in accordance with the Stte Preparation T•Mebik, USA Aon1 25. 2006 Adapt P,olsct No WA06- :3555•GEO D ace .. section of this report. For planning purposes, we anticipate that 6 to 12- inches of "clean" sand and gravel subbase material and a minimum 3- inches of crushed rock surfacing will be required to create a stable gravel roadway surface at this site. Adapt can provide additional subgrade stabilization or gravel road section recommendations based on observed field conditions at the time of construction. Where cuts and fills are required, they should be, accomplished in accordance with the recormendations provided in the Site Preparation and Structural Fill sections of this report. Adapt Engineering, Inc. Structural Fill The following comments, recommendations, and conclusions regarding structural fill are provided for design and construction purposes. Materials: Structural fill includes any fill materials placed under footings, pavements, driveways, and other such structures. Typical materials used for structural fill include: clean, well- graded sand and gravel ( pit - run); clean sand; crushed rock controlled- density fill (CDF); lean -mix concrete; and various soil mixtures of silt, sand, and gravel. Recycled concrete, asphalt, and glass, derived from pulverized parent materials may also be used as structural filL placement and Compaction Generally, CDF, and lean-mix concrete do not require special placement and compaction procedures. In contrast, pit -run, sand, crushed rock, soil mixtures, and recycled materials should be placed in horizontal Lifts not exceeding 8 inches in loose thickness, and each lift should be thoroughly compacted with a mechanical compactor. Using the modified Proctor maximum dry density (ASTM: D- 1557) as a standard, we recommend that structural fig used for various on -site applications be compacted to the following minimum densities: Pill Application Slab/Pooting subgrade Roadway subgrade (upper 1 foot) Roadway subgrade (below 1 foot) Putnam Compaction 90 portent 95 percent 90 percent Subgtades and Testing: Regardless of location or material, all snvciural fill should be placed over faro, unyielding subgrade soils. We reconunend that a representative from Adapt be retained to observe the condition of subgrade soils before fill placement begins, and to perform a series of in -place density tests during soil fill placement. In this way, the adequacy of soil compaction efforts may be evaluated as earthwork progresses. Pines Content: Soils used for structural fill should not contain individual particles greater than about 6 inches in diameter and should be free of organics, debris, and other deleterious materials. Given these prerequisites, the suitability of soils used for structural fill depends primarily on the grain -size distribution and moisture content of the soils when they are placed. When the "fines" content (that soil fraction passing the U.S. No. 200 Sieve) increases, soils become more sensitive to small changes in moisture content. Soils containing more than about 5 percent fines (by weight) cannot be consistently compacted UAW*. USA Aeao1 P!qe° No 'NAC$ -' 3655.OEO Aoa 25. 2006 P age .2 Adapt Engineering, Inc. to a flan, unyielding condition when the moisture content is more than about 2 percentage points above optimum. The near - surface and deeper silty sand with gravel should be considered highly moisture sensitive. The use of "clean" soil is necessary for fill placement during wet - weather site work, or if the in -situ moisture content of the sandy site soils is too high to allow adequate compaction. Clean soils are defined as granular soils that have a fines content of less than 5 percent (by weight) based on the soil fraction passing the U.S. 3 /4-inch Sieve. CLOSURE The conclusions and recommendations presented in this report are based, in part, on the explorations that we performed for this study. If variations in subsurface conditions are discovered during earthwork, we may need to modify this report. The Mere performance and integrity of the tower foundations will depend largely on proper. initial site preparation, drainage, and construction procedures. Monitoring by experienced geotechnical personnel should be considered an integral part of the construction process. We are available to provide geotechnical inspection and testing services during the earthwork and foundation construction phases of the project. If variations in the subgrade conditions are observed at that time, we would be able to provide additional geotechnical engineering recommendations, thus minimizing delays as the project develops. We am also available to review preliminary plans and specifications before construction begins. T- Mobile, USA ADM 25.2006 Mam?rolect No wA26- ':555 -CEO ?age's 1 1/4 Li�z ( x;14 5 hikksit may tan FEET 0 8017 1000 MUUIS Ported from TOPO102000 Watiosal oeolembic Ho)dioo (www.topo.eom) tS&' & FIGURE 1 — Location/Topographic Map Mt- 81h Avenue &oogr Protect : Weaary&27th Tower Ste (SE3551C) Seca Wasttgmn98lO4 Location : 3118 S. 1400: Street T:BnWa, WA 71;1(208)884-7845 Client : T -Mobk, USA Fw:(TO6)854 -7D48 Protect No WA88- 13855GEO Dab: 0425106 TWO STOR Mf_ TAY. RUli,l)G..: 8-1 Y -BORING NUMBER AND APPROXIMATE LOCATION NOTES: DRAWING BASED ON 'SITE PLAN` (A -1) DRAWING PROVIDED BY VOICESTREAM (DATED 03113105) AdeptEnglneednl b>t~ 616 -8th Aroma South Spathe, Washington 98104 7W(206)854 -7W5 Pax (206) 854 -7648 0 FIGURE 2 - Site and Exploration Plan Project : Military 377th Tower Sile(SE3551C) Location : 3118 S. 140th Street Tukwila. WA Client : T.MobBa. USA Project No : WA08- 1385543EO Date : 0425/08 ' 40 80 APPROXIMATE SCALE IN FEET Ai Adaplawfnew*w, Ira r 616•a7&AVnua South 8704 4 saes, WesM f 1, lk rpART>; Tel (200)054 . '. Fav(208Js5C7048 BORING LOG Propel : aMta, & TM Tower Site (SE3551C) Location : 3118 S. raghnt S I Boring No.: B-1 TSIMa WA Client : Taiga, USA Project No: wa00- 13855 -GED Orosad 611rkne Movcgnn: WA Elevation Ratan n: N/A . Page: 01 of 01 I • SOIL DESCRIPTION if 11 11 eI 11 LABORATORY TESTING Grass, gravel, sod, and topsoil s2 g6 8a BB •••• 21111 n9A nal S S i 1 1 1 i 1 Medium dense, moist, fan, sfiry gravelly fine 1 coarse SAND with some cobbles - • IF1 — — « "r — — — — - • i i 1 i i — — 1 1 1 1 1 I I 1 1 1 1 1 1 1 • 5 - Medium dense, moist to wet tan, silty, fine to medium SAND with some gravel ; 1 i 1 1 I i i Becomes dense. gravelly — i 1 1 1 1 1 i — 1 1 1 4 4 1 4 , 1 4 — Becomes moist, grayish-brawn � 1 I 1 1 I • 1 I 1 1 • 10 • 1 1 1 i 1 i i 1 i 1 1 1 1 1 1 1 I 1 1 — 1 1 I I I 1 1 1 1 1 I — \— 1 I I 1 I 1 I -15- II 1 i 4 1 1 i 1 1 — Becomes very dense, moist to wet i 1 i 1 � 1 i 1 1 1 1 4 1 4 1 — Very dense, moist to wet, gray, gravelly fine to coarse SAND with some silt '_ _ ...• i 1 1 -20- 1 1 1 1 1 t 1 1 i i 1 — 1 1 1 1 1 1 1 i — 1 1 , 1 1 i I 1 1 1 25- - Becomes silty 1 1 1 1 1 , Boring terminated 6 -213.5 feet bgs - No groundwater encountered — — — • I 30 1 LEGEND x a.....p.... Z era a af.ak..e.w _ nPrte.w,t ��ar.wrlw.l..saaq 11.w.n.a..,, e.. 114 .00100 Das•r..e.r. MO to b 30 b MOISTURE CONTENT • 1 I eb11 l.a stew Wald Ual 7 I[rh0.11 an *wawa Pima 1100.w, -Ae.4101 9 nW .,....s Atm a.. n -t...0 awwn DATE PP dhotis. P.,...rn.ag n swap f es.. tot OM 0 .0 stow 0.ns IMMIt• M Nosed Ones.. •. I '" • M.,I t•.4•rr... ^..n.. EZ Sat...aMMnp, 4_ Y• . w.M •.P.n.n>'m Stan Jaw 142 Ce ...root Of ;ala accac 3v 3 n M. _P I ETERSON JTREHLE 1 INC. CONSULTING ENGINEERS COMMUNICATIONS MONOPOLE FOUNDATION STRUCTURAL DRAWINGS & CALCULATIONS 2200 SIXTH AVENUE, SUITE 601 SEATTLE, WASHINGTON 98121 FILE COPY Perrr!t No. -, T- Mobile .: ;3 Military Road &17_! SE : 3$510 _ 3118 S, j40 Street Tukwila, King County, WA 98168 - — RBIIEWED OR CODE COMPLI : Adapt Engineering, Inc. Job # WA06 -13855 PSM Job # C06224 boc RECEIVED CITY OFTUKWIILP OCT 10 2006 PERMITCENTER CORRECTION LTR# A nnofUCD NOV 3 02006 City Of Tukwila BUILDING DIVISION September 12, 2006 £WRES 6/30/2007 PHONE 206 - 622 -4580 FAX 206- 622 -0422 PD Ir I P ETERSON STREHLE MARTINSON, INC. CONSULTING ENGINEERS September 12, 2006 PSM Job No. C06224 Subject: T- Mobile Military Road & 27 SE -3551C 3118 S. 140 Street Tukwila, King County, WA 98168 40' Communications Monopole Foundation Report References: International Building Code 2003 EIA/TIA 222 -F Structural Standards for Steel Antennas Towers and Antenna Support Structures Per the request of Adapt Engineering, Inc., Peterson Strehle Martinson, Inc. has performed a structural analysis on a new foundation for a monopole at the above- mentioned site. The foundation design for the 40' monopole was based on the base reactions obtained from design calculations and drawings produced by Engineered Endeavors, Inc. (EEI) dated September 12, 2006. Refer to Attachment 3 of this report for further details on the monopole design including appurtenance loading. The foundation was designed to resist increased base moment and shear reactions which account for an additional 5 MPH over the 80 MPH fastest mile speed used by EEI. The foundation is designed only for the loads indicated above. Our design is invalid if the EEI reactions are increased. In such a case, a separate, supplemental structural analysis will be necessary. The foundation was designed as a drilled pier based on the recommendations and soil properties specified in the geotechnical report for this site provided by Adapt Engineering, Inc (Report No. WA06- 13855) and dated April 25, 2006. Refer to Attachment 4 of this report for further details. Our analysis shows that a 12' deep by a 5' -0" diameter drilled pier foundation reinforced per the attached structural drawings is adequate to withstand the loads described above. Please feel free to call with any questions or comments. Sincerely, Ben Carlson, EIT Peterson Strehle Martinson, Inc. Attachments: 1. Communications Monopole Foundation Structural Drawings by PSM Engineers 2. Communications Monopole Foundation Structural Calculations by PSM Engineers 3. Monopole Design Information by EEI 4. Geotechnical Report by Adapt Engineering, Inc. 2200 6 T0 AVE SUITE 601 SEATTLE, WASHINGTON 98121 PSM @PSM- ENGINEERS.cOM PHONE 206 - 622 -4580 Fax 206 - 622 -0422 • ETERSON STREHLE 1 4 ARTINSON, INC. CONSULTING ENGINEERS Attachment 1: COMMUNICATIONS MONOPOLE FOUNDATION STRUCTURAL DRAWINGS (9 TOTAL PAGES) Adapt Engineering, Inc. Job # WA06 -13855 PSM Job # C06224 boc 2200 SIXTH AVENUE, SUITE 601 SEATTLE WASHINGTON 98121 T- Mobile Military Road & 27 SE -3551C 3118 S. 140 Street Tukwila, King County, WA 98168 'EWREs 6/30/2007 ' PHONE 206- 622 -4580 FAX 206- 622 -0422 ENGINEERED ENDEAVORS, INC. POLE BASE REACTIONS OTM (OVERTURNING MOMENT) = 113 KIP -FT V (SHEAR) = 3.5 KIPS W (AXIAL) = 12.6 KIPS 'oI 1= 0 w CC w CD 0 GROUT BASE PLATE AFTER INSTALLATION B SCALE: N.T.S. FDN 5' —O" CIRCL.AR TIE SC DULE "a" TIES SIZE # SPACING 'C /A' // 3" CLR CC —J U TYPICAL FOU'4DATION SECTION LAP 22" LL. HEX NUTS SUPPLIED BY MFR ANCHOR BOLT DETAIL REF SECTION C -C REINFORCING CAGE SEE SECTION A -A DATE: 09/12/2006 "b" TIES SIZE # SPACING 6" w 0D Q CO O V) eTh 0 c w ¢ x J U 0 N U ES K w U v o LAP 22" 1 WAO6 -13855 COMMUNICATION POLE FOUNDATION PLAN MILITARY ROAD & 27TH TUKWILA, WA T- MOBILE SE -3551C P ETERSON S TREHLE M ARTINSON. INC. CONSULTING ENGINEERS 2200 6TH AVE. SUITE 601 PHONE (206)622 -4560 SEATTLE. WA 96121 -1649 FAX (206)622 -0422 pemmpem— engineers. eom C06224 I SHEET 1 OF 9 12'0 ANCHOR BOLT (TIP) LAP LENGTH SEE CIRCULAR TIE SCHEDULE #3 CAGE W/ 135' HOOKS AT ENDS CONCRETE PIER (21) #9 VERT BARS EQUALLY SPACED TYP ANCHOR BOLT TEMPLATE �T CIRCLE DIAM. = 32" 1 44". BOLT HOLE TYP (4 REQ'D) SECTION A -A SCALE N.T.S. V NOTCH INDICATES 0 SECTION B -B SCALE: N.T.S. TOP TEMPLATE BY MFR FDN 1/4 SECTION C-C SCALE: N.T.S. SEATTLE, WA 95121-1849 psmOpsm— engineers.00xn 0.25" MIN '7 BOLT THREAD j ABOVE NUTS B 11/2' DIA ANCHOR BOLTS SUPPLIED BY MFR BOTTOM TEMPLATE, SUPPLIED BY MFR HALF CIRCM MIN (TIP) NOTES: 1. SEE STRUCTURAL NOTES ON SHEET 3 & 4 FOR MATERIAL SPECIFICATIONS. 2. POLE HEIGHT: 40' BY ENGINEERED ENDEAVORS, INC. 1 WA06 -13855 COMMUNICATION POLE FOUNDATION PLAN MILITARY ROAD & 27TH TUKWILA, WA T - MOBILE SE -3551C P ETERSON S TREHLE l l ARTINSON. INC. CONSULTING ENGINEERS 2200 8TH AVE. SUITE 801 PHONE (208)622 -4680 FAX (206)822 -0422 DATE: 09/12/2006 C06224 SHEET 2 OF 9 $ TRUCTURAL NOTES STRUCTURAL DESIGN DATA 1 Loads: Wind pressure shall be in accordance with ANSI /EIA/TIA /222 -F with basic wind speed of 85 mph. buismic Loads: Seismic loading shall be in accordance with the International Building Code, 2003 edition. Allowable soil bearing = 2,500 psf (see geotechnical report for more information). Foundation bearing soil must be veified by Adapt Engineering, Inc. or a qualified geotechnical engineer prior to construction. Pre - engineered, steel monopole. Pole mast shall be 40 -foot fabricated by Engineered Endeavors, Inc. Antenna shall be limited to that shown on fabricator drawings. Non - shrink grout for base plates shall be an approved non - shrink, non - metallic, high strength, cementitious grout (contforming to AGM 0107) containing natural aggregates delivered to the job site in factory prepackaged containers requiring only the addition of water. The minimum 28 -day compressive strength shall be at least 1,000 psi higher than the supporting concrete strength, unless otherwise noted. Anchor bolts shall be as specified by pole manufacturer. Bolts and nuts shall be supplied by pole manufacturer. Anchor bolt assembly drawings are based on information provided by the pole manufacturer. CONCRETE Concrete mix shall attain 28 -day strength of Fc' = 4,000 psi minimum. Mix shall be air entrained. Mix shall contain not less than 6 -1/2 sacks of cement per CY, nor more than 5 gallons of water per sack of cement, unless otherwise approved by Engineer of Record. Maximum aggregate size shall not exceed 3/4 inch. Concrete additives shall not be used without approval of Engineer. L.,dcrete placement shall be in accordance with practices and recommendations of ACI 301, Chapter 8, and ACI 304, unless otherwise specified by the Engineer. Concrete shall be protected with no moisture loss permitted for a period of seven (7) days. An independent testing laboratory shall: 1. Inspect reinforcement bar placement prior to placing concrete. 2. Prepare and test concrete cylinders and furnish test results to Engineer of Record. 1 WA06 -13855 COMMUNICATION POLE FOUTATION PLAN MILITARY ROAD & 27TH TUKWILA, WA T— MOBILE SE -3551C P ETERSON S TREHLE M ARTINSON. INC. CONSULTING ENGINEERS 2200 6TH AVE. SUITE 801 PHONE (208)822 -4580 SEATTLE, WA 08121 -1849 FAX (206)622 -0422 pemepsm- engineers. eo m DATE: 09/12/2006 C06224 1 SHEET 3 OF 9 STRUCTURAL NOTES (CONTINUED FROM PAGE 3): Placing concrete during extreme weather conditions: 1. Comply with ACI 306 when placing concrete in cold weather conditions. Protect all concrete work from reduced strength caused by frost or freezing. 2. Comply with ACI 306 when hot weather placing conditions exist which could seriously impair the quality and strength of concrete. Concrete temperature at time of placement shall be below 85 degrees Fahrenheit. Steel temperature shall not exceed ambient air temperature. Wet forms thoroughly prior to placement. Concrete shall have air entrainment between 5 and 8 percent. Concrete finish of top of plinth shall be sloped to drain with a floated finish. Exposed edges of concrete shall be chamfered 3/4 inch by 3/4 inch minimum. Minimum concrete cover for reinforcement shall be 3 inches unless otherwise noted. Approved spacers shall be used to ensure minimum cover requirements. Concrete cover from top of foundation to ends of vertical reinforcement shall not exceed 6 inches nor be less than 3 inches. Concrete shall be placed in a manner that will prevent segregation of concrete materials, infiltration of water or soil, and other occurrences which may decrease the strength and durability of the foundation. Freefall concrete may be used provided fall is vertical without hitting sides of excavation, form -work, reinforcing bars, form ties, cage bracing, or other obstructions. Under no circumstances shall concrete fall through water. Concrete slump shall be between 5 to 7 inches. Concrete shall be placed in a continuous operation without construction or cold joints. REINFORCING STEEL Reinforcing steel shall be Grade 60, Fy = 60 ksi, unless otherwise specified, and conforming to ASTM A 615-60 and shall be detailed (including hooks and bends) in accordance with ACI 315 and 318 (Lastest Edition). Reinforcing cages shall be braced to retain proper dimensions during handling and throughout placement of concrete. When orary casing is utilized, bracing shall be adequate to resist forces occurring from flowing concrete during (...ping extraction. Welding is prohibited on reinforcing steel and embedment. FOUNDATION All footings must rest of undisturbed original earth or compacted structural fill as per geotechnical report. When the foundation is a drilled pier, the following two paragraphs apply. Foundation design assumes casing, if used, will be removed. Equipment, procedures, and proportions of concrete materials shall ensure concrete will not be adversely disturbed upon casting removal. The Contractor shall come to the site prepared to telescope casing as necessary to stabilize excavation to prevent caving and sloughing of the granular soils. Drilled pier excavations shall be excavated and concrete placed on the same day. Under no circumstances shall a drilled pier excavation remain open overnight. WAO6 -13855 COMMUNICATION POLE FOUNDATION PLAN MILITARY ROAD & 27TH TUKWILA, WA T— MOBILE SE -3551C P ETERSON ✓ TREHLE M ARTINSON. INC. CONSULTING ENGINEERS 2200 6TH AYE. SUITE 601 PHONE (206)622 -4580 SEATTLE. WA 96121 -1549 FAX (206)622 -0422 psmOpe[n— engineers. com DATE: 09/12/20061 C06224 1 SHEET 4 OF 9 STRUCTURAL NOTES (CONTINUED FROM PAGE 4): Foundation design has been developed in accordance with generally accepted professional engineering principles and practices within the limits of the subsurface data obtained. Foundation design modifications may be required in the 1t the design parameters are not applicable for the subsurface conditions encountered. The foundation depth A,,,,icated is based on the grade line described in the referenced geotechnical report. Foundation modification may be required in the event cut or fill operations have taken place subsequent to the geotechnical investigation. Duality control shall be performed by Adapt Engineering, Inc. The Contractor must submit shop drawings seven (7) days prior to mobilizing drilling equipment to the site and commencement of any drilling operation. Engineer of Record will review shop drawings and provide written comments to Owner prior to commencement of the drilling operations. Foundation and anchor tolerances: Concrete dimensions - plus or minus 1 inch Depth of foundation - plus 3 inches minus 0 inch Drilled foundation out of plumb - 1.0 degree Reinforcing steel placement - per ACI 301 Projection of embedment - plus or minus 1/8 inch Vertical embedments out of plumb - 1/2 degree Anchor bolt circle orientation - 1/4 degree WA06 -13855 COMMUNICATION POLE FOUNDATION PLAN MILITARY ROAD & 27TH TUKWILA, WA T— MOBILE SE -3551C P ETERSON 5 TREHLE ■ l ARTINSON, INC. CONSULTING ENGINEERS 2200 BTH AVE, SUITE 601 PHONE (206)622 -4580 SEATTLE, WA 98121 -1849 FAX (206)622 -0422 pem®psm— engineers..Dom DATE: 09/12/20061 C06224 I SHEET 5 OF 9 STRUCTURAL NOTES (CONTINUED FROM PAGE 5): SPECIAL INSPECTIONS - GENERAL cial Inspector to provide special inspections with the type and frequency noted below. Special Inspector to provide reports weekly to: 1. The Owner 2. The Architect 3. The Structural Engineer 4. The Contractor STRUCTURAL TESTING - GENERAL Testing Agency to provide reports of the types below. Testing agency to distribute reports to: 1. The Owner 2. The Architect 3. The Structural Engineer 4. The Contractor SPECIAL INSPECTIONS - PIER FOUNDATIONS ELEMENT: Piles PERIOD: Special Inspector shall be present when piles are being installed and during tests. The Special Inspector shall make and submit to the building official records of the installation of each pile and results of load tests when required. Records shall include the cutoff and tip elevation of each pile relative to a permanent reference. SPECIAL INSPECTIONS - CONCRETE CONSTRUCTION PENT: Reinforcing Steel vtRIOD: Periodic Inspection prior to pouring of concrete. Special Inspector to verify reinforcing site and location. ELEMENT: Bolts in Concrete, including embedded bolts, and expansion and epoxy type anchors. PERIOD: Continuous Special Inspection: Special Inspector verify size, grade, and embedment of bolt prior to pouring concrete. Verify hole is correct depth and clean for epoxy and expansion type anchors. ELEMENT: At the time fresh concrete is sampled to fabricate specimens for strength tests, perform slump, air content, and determining temperature of fresh concrete. PERIOD: Continuous special inspection. ELEMENT: Inspection of concrete placement for proper application techniques. PERIOD: Periodic inspection. 1 WA06 -13855 COMMUNICATION POLE FOUNDATION PLAN MILITARY ROAD & 27TH TUKWILA, WA T— MOBILE SE -3551C P ETERSON 5 TREHLE M l ARTINSON, INC. CONSULTING ENGINEERS 2200 0TH AVE. SUITE 001 PHONE (208)022 -4880 SEATTLE. WA 08121 -1848 FAX (208)022 -0422 psmipsm- snainss rs. oom DATE: 09/12/20061 C06224 1 SHEET 6 OF 9 STRUCTURAL NOTES (CONTINUED FROM PAGE 6): SCOPE OF STRUCTURAL ENGINEERING SERVICES .erials, workmanship, and construction shall be in accordance with the drawings, specifications, and the International Building Code, 2003 Edition, as amended by the local building department, and all applicable state, local, and federal requirements. Foundation design is based on geotechnical investigation report No. WAO6.13855 by Adapt Engineering, Inc., dated April 25, 2006. Foundation installation shall be monitored by Adapt Engineering, Inc. to verify that subsurface conditions are acceptable and with assumed design parameters. Loose material shall be removed from the bottom of the augered hole prior to concrete placement. Sides of excavation shall be rough and free of loose cuttings. An independent testing laboratory shall inspect reinforcing bar placement, test concrete cylinders, and furnish the Engineer of Record with copies of all inspection reports and test results. The foundation location shall not be the responsibility of the Engineer of Record. The Contractor shall be responsible to verify that the foundation location is the same location investigated in the geotechnical report. The Contractor shall verify all dimensions, member sizes, and conditions prior to commencing work. The Contractor shall be responsible for contacting the utility location company and meeting the locators on -site at least three (3) days prior to commencing excavation. Tk q Contractor shall be responsible for all safety precautions and the methods, techniques, sequences or procedures perform their work. 1 WA06 -13855 COMMUNICATION POLE FOUNDATION PLAN MILITARY ROAD & 27TH TUKWILA, WA T— MOBILE SE -3551C P ETERSON TREHLE 14 ARTINSON, INC. CONSULTING ENGINEERS 2200 6TH AYE. SUITE 601 PHONE (206)822 -4680 SEATTLE, WA 86121 -1048 FAX (206)622 -0422 psm®psm— engineers. oom DATE: 09/12/20061 C06224 1 SHEET 7 OF 9 CONC PIER :J 4' -0" MIN SECTION X -X SCALE! N.T.S. MAX 4 - 6" 0 CONDUIT * DO NOT USE EMBEDDED CONDUIT IF FOUNDATION SHAFT IS LESS THAN 4' -0" IN DIAMETER I WA06 -13855 COMMUNICATION POLE FOUNDATION PLAN MILITARY ROAD & 27TH TUKWILA, WA T- MOBILE SE -3551C P ETERSON 5 TREHLE M ARTINSON. INC CONSULTING ENGINEERS 2200 6TH AVE, SUITE 801 PHONE (206)622 -4560 SEATTLE. NA 98121 -1849 FAX (206)822 -0422 ps¢nSpsm- engineers. oom DATE: 09/12/2006' C06224 I SHEET 8 OF 9 X (4) #5 ADJUST TO RADIUS OF CONDUIT 1 1 i_tca. commit DU I (eTAL* SCALE N.T.S. TO BE USED ON FOUNDATION PIERS 4' -0" AND LARGER COL VERT REINF COL TIES /, v �' , 4 CONDUITS MAX 6 "0 MAX CONDUIT NOTE: ANCHOR BOLTS & MAIN PIER REINFORCING NOT CALLED OUT FOR CLARITY 1" CLR (TYP) 4" CLR (TYP) (6) #3 x 18" AT 6 "OC WA06 -13855 COMMUNICATION POLE FOUVDATION PLAN MILITARY ROAD & 27TH TUKWILA, WA T- MOBILE SE -3551C P ETERSON S TREHLE M ARTINSON, INC. CONSULTING ENGINEERS 2200 6TH AVE. SUITE 601 PHONE (206)622 -4580 SEATTLE, WA 88121 -1648 FAX (206)622 -0422 pent pem— enaineere.aom DATE: 09/12/20061 C06224 I SHEET 9 OF 9 P ETERSON STREHLE M ARTINSON,INC. CONSULTING ENGINEERS Attachment 2: COMMUNICATIONS MONOPOLE FOUNDATION STRUCTURAL CALCULATIONS Adapt Engineering, Inc. Job # WA06 -13855 PSM Job # C06224 boc 2200 SIXTH AVENUE, SUITE 601 SEATTLE WASHINGTON 98121 T- Mobile Military Road & 27 SE -3551C 3118 S. 140t Street Tukwila, King County, WA 98168 September 12, 2006 IEAMES 6/30/2007 PHONE 206 - 622 -4580 FAX 206- 622 -0422 �l rl PETERSON .�-JTREHLfi /JARTINSON, INC. CONSULTING ENGINEERS 2200 SIXTH AVE.,SUITE 601 SEATTLE, WASHINGTON 98121 OFFICE (206) 622 -4580 / FAx (206) 622 -0422 Cdr- .51<7N fl4CTihNS 100. K• � 3. 1 K V): 12.f k 2 70 ssriPf M, / 13.2 K S , 3s K 12.6 k P1E2 D/,4: 3.(. O : 3Z " 32` 22 Sal � 056 4 St-0"i Pict. Q go /NCH: I to JOB. CO6.224 DATE442 /06 BY ROC SUBJECT. 41 2 °/ Class of Materials Allowable Foundation Pressure (Ps/) Lateral Brg Depth below N.G (Pstftdepei) Later' SIIdina Coefficient Resistance (psi) 1. Massive Crystalline bedrock "q all" 12000 "p" 1200 0.7 - 2. Sedimentary and foliated rock 4000 400 0.35 - 3. Sandy Gravel and /or gravelGW &GP 3000 200 0.35 - 4. Sandy, silty, clayey sand, silty gravel and clayey gravel (SW,SP,SM,SC,GM,GC) 2000 150 0.25 - 5. Clay, sandyclay,sllty clay and clayey silt(CL,ML,MH and CH) 1500 100 - 130 PETERSON STREHLE MARTINSON, INC. Consulting Engines 2200 Sixth Avenue, Suite 601 Seattle, Washmgton98121 Office 06) 622.4580 / Fax G06)622-0422 Start Inert Data: Table1804.2- ALLOWABLE FOUNDATION AND LATERAL PRESSURE Overturning Moment applied at top of pier OTM Applied lateral shear force P Allowable lateral soli-bearing pressure p Diameter of round post b Pier extension Dist from ground surface to point "P" h Trial depth, 'd" "d" Top soil layer discarded y Computations 113,200 3,500 712 6.00 0.50 92.8 12.0 2.0 As per IBC 2003 Section 1805.7.2.1 Nonconstralned a='d13 4 ft S = p "8 / 3 2848 psf A = (2.34 P) I (S b) 0.479 h' =h +y 34.6 ft d= (A/2)li + (1 +(4.36xh' /A)r'l IBC(18.1) 4.513 ft Minimum L Required = 7 ft Use L 12 ft Maximum Moment In Pier y'=distance to pivot prim 0.4096442 ft M= maximum moment in Pier 122905.84 lb-ft 122.9 kig,(( Recommended steel reinforcement Concrete Pier Computations A /4 4071.50 In• Use 1/2% of steel reinforcement 0.005 A, =0.005 A 20.36 in/2 try 9 9 bars AT 1.00 m^2 try total of 21 bars AT 20.99 1&2 Cubic yards of Concrete Dneludine heioht above arade• (Minimum embedment) Volume =(1 /4)dh /27 8.4 yd lb-ft Iles psf / ft a 2 x p eve, (acts over two pier diameters) ft ft ft - OTM / Shear + Pier Extension ft - but not greater than 12ft ft Pier Rkldity E= Modulus of E!asticity-wc l.5 433(SORT(fc)) 3834254 psi we= 150 pd fe= 4000 psi IaMoment of Inerda=PI()t M/64 13191671M'4 n?constant of horizontal subgrade reaction 85 pcl T (EVr 150.7 In UT= 0.56 )JIe2. Passive Pressure Method O.K JOB: C06224 DATE Sep. 12,2006 BY: DOC SUBJECT: Foundation Design Per IBC 2003 SITE: T - MobIle SE - 3551C IONshed grade Lateral Passive Pressure Values from Geotechnleal Report By LSI Adapt Dept "L': 12 ft begin Mambo Strata layer end layer Pass Pres 1 0 2 0 2 2 5 300 3 5 16 380 4 16 27 420 5 6 7 Average Allowable P"„ a 356.0 psf/ft PETERSON STREHLE MARTINSON, INC. CONSULTING ENGINEERS 2200 6th Ave Suite 601 Seattle, WA 98121 OFFICE (206) 622 -4580 / FAX (206) 622-0422 JOB: C06224 DATE: 9/12/2006 BY: boc SUBJECT: Foundation capacity SITE: T- Mobile SE -3551C FOUNDATION LOAD CAPACITY: Uplift Axial vertical downward load Depth, D Diameter, B Soil density Concrete Weight 0.0 12.6 12.0 5 90 150 Kips Kips ft ft PCf Per A. Allowable End Searing Capacity End bearing 4 D/B 19.2 ksf Limiting point of resistance 7ITSF 14.0 ksf Limiting point of resistance controls 14.0 ksf Area = PIO x 602/4 Vol Pier = Area x (D + 0.5' pier ext.) Allowable net end bearing = Area x Allow. End Bearing Weight Pier = Concrete Weight x Vol Pier Soil Weight Removed = Soil Density x Vol Soil Removed 19.6 ft 245.4 ft = 274.9 Kips 36.8 Kips -21.2 Kips 9.1 yd B. Skin friction Strata bounden/ Upper Lower Allowable Allowable Vertical Skin Skin distance Friction Friction in Strata TSF _ KSF aft) 16 . -. 27 '. 0:1.. =0:5 0 2 02 3 0.6 7 1 0 Foundation friction resistance Surface Area Allowable In Strata friction (f(`) (kips) 31.42 0 47.12 9 109.96 66 0.00 0 75 Kips Results: COMPRESSION: Allowable net end bearing Foundation friction resistance Total downward resistance Mal Vertical Load Pier Weight Removed Soil Weight SUM: P = Pier Weight - Removed Sal Weight+ Axial Vertical Load S.F. = Total Downward resistance/ (SUM: P) 12.42 >1.00, O.K UPLIFT; No Uplift, Therefore OK 274.9 Kips 75 Kips 350 Kips 13 Kips 37 Kips -21 Kips 28.2 Kips 09/12/06 PCACOL V3.00 - PORTLAND CEMENT ASSOCIATION - Page 1 16:41:15 Licensed to: Licensee name not yet specified. C06224 0000000 00000 00000 00000 00000 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 0000000 00 00 00 00 0000000 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00000 00 00 00000 00000 00000 (TM) Computer program for the Strength Design of Reinforced Concrete Sections Licensee stated above acknowledges that Portland Cement Association (PCA) is not and cannot be responsible for either the accuracy or adequacy of the material supplied as input for processing by the PCACOL(tm) computer program. Furthermore, PCA neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the PCACOL(tm) program. Although PCA has endeavored to produce PCACOL(tm) error free, the program is not and can't be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensees. Accordingly, PCA disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the PCACOL(tm) program. 09/12/06 PCACOL V3.00 - PORTLAND CEMENT ASSOCIATION - 16:41:15 Licensed to: Licensee name not yet specified. General Information: File Name: L: \JOBS \2006\ _ Project: C06224 Column: Drilled Pier Code: ACI 318 -95 Run Option: Investigation Run Axis: X -axis Material Properties: f'c = 4 ksi Ec = 3605 ksi fc = 3.4 ksi Ultimate strain = 0.003 in /in Betal = 0.85 Section: Circular: Diameter = 60 in Gross section area, Ag = 2827.43 inA2 Ix = 636173 in Iy = 636173 inA4 Xo = 0 in Yo = 0 in Reinforcement: Rebar Database: ASTM A615 Size Diam (in) Area (inA2) Size Diam (in) Area (inA2) Size Diam (in) Area (inA2) # 3 # 6 # 9 # 14 Service Loads: 0.38 0.75 1.13 1.69 Confinement: Tied; #3 ties with #10 bars, #4 with larger bars. phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.7 0.11 # 4 0.44 # 7 1.00 # 10 2.25 # 18 Layout: Circular Pattern: All Sides Equal (Cover to transverse reinforcement) Total steel area, As = 21.00 inA2 at 0.74% 21 #9 Cover = 3 in Load Combinations: U1 = 1.400 *Dead + 1.700 *Live + 0.000 *Lateral U2 = 1.050 *Dead + 1.275 *Live + 1.275 *Lateral U3 = 1.050 *Dead + 0.000 *Live + 1.275 *Lateral U4 = 0.900 *Dead + 0.000 *Live + 1.300 *Lateral Load Axial Load Mx @ Top No. Case kip k -ft 1 Dead Live Latl 0.0 12.6 3.5 CELLU- 1 \C06224 -1 \ENGINE- 1 \C06224.COL 0.0 113.2 0.0 Engineer: boc Units: English Slenderness: Not considered Column Type: Structural fy = 60 ksi Es = 29000 ksi Rupture strain = Infinity 0.50 0.88 1.27 2.26 0.0 0.0 0.0 0.20 # 5 0.60 # 8 1.27 # 11 4.00 Mx @ Bot My @ Top k -ft k -ft 0.0 0.0 0.0 0.63 1.00 1.41 My @ Bot k -ft 0.0 0.0 0.0 Page 2 C06224 0.31 0.79 1.56 09/12/06 PCACOL V3.00 - PORTLAND CEMENT ASSOCIATION - Page 3 16:47:15 Licensed to: Licensee name not yet specified. C06224 Factored Loads and Moments with Corresponding Capacities: (see user's manual for notation) Load Pu Mux fMnx No. Combo kip k -ft k -ft fMn /Mu 1 1 1.11 21.4 192.4 2352.6 12.225 2 U2 20.5 144.3 2351.3 16.291 3 U3 4.5 0.0 2327.9 999.999 4 U4 4.5 0.0 2328.0 999.999 * ** Program completed as requested! * ** P (kip) 8000 ° e ' o e • —I—X • • • e o o s e e • • fs =0 fs =0.5fy 60 in diam. Code. ACI 318 -95 Units: English Run axis: About X -axis Run option: Investigation Slenderness: Not considered C. .mn type: Structural Bars: ASTM A615 Date: 09/12/06 Time: 17:03:25 -2000 rI 5000 Mx (k -ft) PCACOL V3.00 (PCA 1999) - Licensed to: Licensee name not yet specified. File: L:WOBS\2006\ CELLU-- 1\C06224- 1\ENGINE- 1 \C06224.COL Project: C06224 Column: Drilled Pier Engineer: boc fc = 4 ksi fy = 60 ksi Ag = 2827.43 inA2 Ec = 3605 ksi Es = 29000 ksi As = 21.00102 fc = 3.4 ksi e_rup = Infinity Xo = 0.00 in .,_u = 0.003 in/in Yo = 0.00 in Beta1 = 0.85 Clear spacing = 6.64 in Confinement: Tied phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.7 21 #9 bars Rho = 0.74% Ix = 636173 inA4 ly = 636173 inA4 Clear cover = 3.38 in • ETERSON STREHLE M ARTINSON, INC. CONSULTING ENGINEERS 2200 SIXTH AVENUE, SUITE 601 SEATTLE WASHINGTON 98121 Attachment 3 Monopole Design Information by Engineered Endeavors, Inc. PHONE 206-622-4580 FAX 206 - 622 -0422 t POPO O ti d .r mew • r. PO M «...Y .YO 'Ow (4 m 10°10 i�Nl YA* p l ,ar;r.4 > • GFr1ION - r-E" • 9 u.. — 1010 m at ton We a .....09 rib r„ iiYb.aw/a . kW rides- 104.0 4,519rn1 - "r -C" T e- RCTIGN 'n -n" EVE ice" ACTON "R-R" MATERIAL REQ'D. PER ASSEMBLY at n. Z1' 42324 WM 1j0 3114 9 COT:/TD r..'1N1 r 2 e r NNO4F awl I NI 4111401OMA.1E Sr. MIS ■419 CAP '0 MH10 146.191 MOP MUMS MOM 1 . ❑ Mao! TOTAL CALM. STR. it AWES WT L TOTAL ANCHOR BOLT & TEMPLATE wT. 298.40♦ IMBILSES n.rY.raar.9 .12+12.-,12. .m a [m q�.i l.IRaNY.rMY® iamb iRlO - MS WIY * etamwe on woos S. es xlinw OS* II emnistel ter 1ri.R!"`.E Z tea Y. n gyp °°, * .' .', 42^ 21,11'wCIO 13004.1011 WET - ASSY- jy4711 fr.]V' YR11 ne CP4 24' 44t ql TOYS YCOP 9M .T n.,. .µ,m IAA] INGINLIRID INDEAWA9 ��41 naffiveCees•mwda ON MOWS. Pie p40)11.110,. .Y.4 1 4 7 / 0444 44' -e. DISGUISED POLE T- MOBILE :MILITARY & 27TH/SE3551C KING COUNTY, WA "- ( s. I S5S4 US %491 1 s 1 9 il ENGINEERED ENDEAVORS INCORPORATED Me ewnrnadPoineorw.r Customer: T- MOBILE Description: 53' DISGUISED POLE EEI Job Number. i 4477 • Network Power r --- SITE INFORMATION ----� Location: KING COUNTY, WA Site Name: MILITARY & 27TH Site Number. SE35510 43 , - 50' 4 10' (---- ENGINEERED ENDEAVORS, INC. N 7610 Jenther Drive • Mentor, Ohlo 44060 -4872 Phone: (440) 918 -1101 • Phone: (888) 270 -3855 I Fax: (440) 918 -1108 • www.engend.com i ! DESIGN INFORMATION — 1 Designed By R.BELKIN Design Date: 9/12/2006 Status: REVISION 1 ANTENNA LOADING (3) ADFD•1820 -65- 856 -XDM PANEL ANTENNAS MOUNTED IN A 260 x 8' AMS ENCLOSURE AT SOt DESIGN.ORITEFIIA DESIGNED IN ACCORDANCE WITH THE TWEIA 222 -F FOR 80 MPH FASTEST MILE WIND SPEED AND 1/2' RADIAL ICE (SIMULTANEOUS) DESIGN MEETS THE REQUIREMENTS OF SECTIONS 1609 AND 3108 OF THE 2000 AND 2003 INTERNATIONAL BUILDING CODES FOR 100 MPH 3- SECOND GUST WIND SPEED i l T /S 7f E REW CW SSIV 1 Y (F R E P I P AYA S&R 70 VE I F Y m H 4 7 mn wND L U 4 D S A h D DMA R/ 7 E1 L A SPECIFIED MEET I NE R EO L XRE 4 SN T S WALL L O C 4 L B 1 4! W G CODES Communications Structure Nonlinear Analysis and Design Program 16:22:25 09 -12 -2006 Revision 1.3 - 2/07/00 Engineer: BELKIN Customer T- MOBILE Job.Name 14477: Structure 531 DISGUISED POLE Location KING :COUNTY, WA Site MILITARY & 27TH/BE3551C OD OD NUM. THICK TAPER LENGTH JOINT JOINT YIELD WEIGHT JOINT HOT TOPSIDES INCH IN /FT FT INCH TYPE KSI LBS HEIGHT 26.00 26.00 0 0.3750 0.000 44.00 0.00 BASEPL 35.0 4511. TOTAL TUBE WEIGHT 4511. POUNDS POLE SHAFT LENGTH 44.00 FEET E 29600.0 KSI UNIT WGT a 0;283 LBS /CU IN RISC constant's are used for 'Stress reductions. Tube diameters are increased by 1.000 for wind across points. Drag coefficients are increase by 1.300 for step's on the pole. AISC Tube - Shape. Coefficient of 1.000 is applied. REVISED DATA FILE NAME. Tr \ENG4 \JOBS14 \14477 DESCRIPTION NUM 26 in x 8 ft HORIE. 2 26 in x 8 ft ENCLOSU 1 Engineered Endeavors Inc. 7610 Jenther Drive Mentor, Ohio 44080 Tel (440) 918 -1101 Fax (440) 918 -1108 APPURTENANCES ELEV. Ks AREA WGT Ca < WITHOUT ICE > 42. 1.071 17.90 833. 0.8000 49: 1.120 17.90 833. 0.8000 0.00 AREA WGT Ca FACTOR < WITH ICE > 18:70 966. 0.8000 1.00 18.70 966. 0.8000 1.00 Engineered Endeavors Inc. 53' DISGUISED POLE 14477 PAGE 2 BASIC LOADING LOAD CASE 1 DEAD LOAD FACTOR 1.00 WIND PSF REDUCTION 1.00 RADIAL ICE 0.50 IN. WIND VELOCITY 80 BOTTOM 16.20 PSF TOP 17.47 PSF MAX BASE ROTATION 0.00 DEG 26 in x 8 ft HORIZ:.PIPE. 26 in x 8 ft ENCLOSURE APPLIED APPURTENANCE FORCES ELEVATION WEIGHT WIND FT KIPS KIPS 42.00 1.932 0.888 49.00 0:966 0.464 TUBE PROPERTIES MEMBER FORCES j STRESSES ( STRESS. TOTAL ELEV DIAN WALL SHEAR BENDING AXIAL - AXIAL BEND: ALLOW RATIOS DEFL TILT FT IN IN K K -FT K KSI RBI KS1 IN DEG 44.00 26.00 0.3750: 0.50 2.32 1.18 0.04 0.15 27.99 0.01 1.3 0.21 42.00 26.00 0.3750 1:67 3.33 4.59 0.15 0.21 27.99 0.01 1.3 0.21 ^0.00 26.00 0.3750H 1.67 23.39 4.59 0.15 1.47 27.99 0 - .06 0.7 0.19 140 26.00 0.3750. 2 - .08 44.21 6.91 0:23 2.78 27.99 0.11 0.4 0.16 10.00 26:00 0.3750 2.45 68.67 9.02 0.30 - 4:32 27.29 0.16. 0.1 0:09 0.00 26.00 0.3750 2 :98 96.67 12.18 0.40 6.08 27.99 0:23 0.0.0.00 REACTION COMPONENTS (KIPS AND FT -KIPS) TRANSVERSE VERTICAL WIND MOMENT ABOUT MOMENT ABOUT MOMENT ABOUT SHEAR FORCE SHEAR ,TRANSVERSE VERTICAL WIND AXIS 0 ;000 - 12.119 -2.982 96.669 0.000 0.000 Base Plate design was not calculated for this run. Engineered Endeavors Inc. 53' DISGUISED POLE 14477 PAGE 3 BASE PLATE AT ELEVATION 0.00 FEET TUBE DIAMETER DESIGN MOMENT DESIGN MOMENT IS BOLTS ARE ON THE APPLIED AXIAL FORCE APPLIED SHEAR BOLT DATA BOLT ..TYPE BOLTS ARE EVENLY SPACED DIAMETER EFFECTIVE AREA. TOTAL, .LENGTH MINIMUM EMBEDMENT NUMBER praot.TS BOLT CIRCLE ALLOWABLE STRESS APPLIED AXIAL STRESS MAX.BOLT FORCE BOLT BENDING STRESS COMBINED BOLT .STRESS CLEARANCE UNDER PLATE BOLT WEIGHT PLATE DATA DIAMETER OF PLATE MATERIAL PROVIDED THICKNESS REQUIRED THICKNESS BOLT HOLE DIAMETER CENTER HOLE SIZE NET WEIGHT. RAW STOCK WEIGHT SURFACE AREA ALLOWABLE STRESS MAX. APPLIED STRESS CONCRETE STRENGTH 26.00 INCHES 100.3 KIP FT 0. DEGREES FROM THE WIND DIRECTION KNUCKLES OF THE TUBE 12.6 KIPS 3.06 KIPS F1554 GR55 1.500 .INCHES 1.405 SQ IN 6.0 FEET 2.1 FEET 4 32.00 INCHES 44.0 KSI 29.0 KSI 40.8 KIPS 2.6 KSI 31.6 KS1. 2.25 INCHES 114.5 .POUNDS 38.00 INCHES A36 GR36 1.500 INCHES 0.858 INCHES 1.750 INCHES 16.00 INCHES 392.0 POUNDS 613.0 POUNDS 12.83 SQ FT 35.99 KSI 11.77 KSI 3000. PSI Base Plate - use 38.00 inch ROUND x 1.500 inch A36 with (.4) 1.500 diameter x 6.00 foot caged F1554 GR55 on a 32.00. inch bolt circle. GR36 bolts P ETERSON STREHLE R IARTINSON, INC. CONSULTING ENGINEERS 2200 SIXTH AVENUE, SUITE 601 SEATTLE WASHINGTON 98121 Attachment 4 Geotechnical Report by Adapt Engineering, Inc. PHONE 206- 622 -4580 FAX 206- 622 -0422 April 25, 2006 Adapt Project No. WA06- 13855 -GEO T- Mobile, USA 19807 North Creek Parkway North, Suite 101 Bothell, WA 98011 Attention: Mr. Michael Putt Subject: Geotechnical Engineering Evaluation Military & 27 Tower Site (SE355 1 C) 3118 S. 140 Street Tukwila, WA Dear Mr. Putt, Adapt Engineering, Inc. 615 Eighth Avenue South Seattle, Washington 98104 Tel (206) 654 -7045 Fax (206) 654 -7048 www.tsiadapt.00m Pursuant to your request Adapt Engineering, Inc. (Adapt) is pleased to submit this report describing our recent geotechnical engineering evaluation for the above - referenced site. The purpose of this study was to interpret general surface and subsurface site conditions, from which we could evaluate the feasibility of the project and formulate design recommendations concerning tower and equipment building foundations, structural fill, and other considerations. Our scope of services consisted of a surface reconnaissance, a subsurface exploration, geotechnical analyses, and report preparation. Authorization to proceed was given by Mr. Michael Putt of T- Mobile. This report has been prepared for the exclusive use of T- Mobile and their agents, for specific application to this project in accordance with generally accepted geotechnical engineering practice. Use or reliance upon this report by a third party is at their own risk. Adapt does not make any representation or warranty, express or implied, to such other parties as to the accuracy or completeness of this report or the suitability of its use by such other parties for any purpose whatever, known or unknown, to Adapt. We appreciate the opportunity to be of service to you. If you have any questions, or if we can be of further assistance to you, please contact us at (206) 654 -7045. Respectfully submitted, Adapt Engineering, Inc. MaiIca E. Nicholson, E.I.T. Staff Geotechnical Engineer K. V. Lew, P. Eng. SeniorGeotechnical Engineer Senior Reviewer tnenkbh KfrickLi Attachments: Figure I - Location Map Figure 2 - Site & Exploration Plan Boring Log B -1 T- Mobile Adapt Protect No A'ACS.' ?855 - 3EC Adapt Engineering, Inc. DZPINES ll/05/ '1 Rolf B. Hyliseth, P.E., L.G. Senior Geotechnical Engineer April 25. 2006 Page 2 T- Mobile, USA Geotechnical Engineering Evaluation Military & 27th Tower Site SE3551C Tukwila, Washington WA06- 13855 -GEO April 2006 Adapt Engineering, Inc. 615 Eighth Avenue South Seattle, Washington 98104 Tel (206) 654-7045 fax (206) 6547048 www.lsladapt.00m Adapt Engineering, Inc. PROJECT DESCRIPTION The host parcel is located at 3118 South 140 Street in Tukwila, Washington, as shown on the Location/Topographic Map (Figure 1). Specifically, the proposed tower lease area is located approximately 20 -feet southwest of the southeast corner of the building that occupies the host parcel. The proposed equipment building lease area is located approximately 40 -feet northeast of the tower lease area, on the south side of an existing playground. We understand that current development plans call for the construction of a monopole communication tower and associated equipment building or cabinet pad. The site can be accessed from the north side of South 140 Street via the existing asphalt driveway and parking lot. The project site and surrounding area are shown on the attached Site & Exploration Plan (Figure 2). It should be emphasized that the conclusions and recommendations contained in this report are based on our understanding of the currently proposed utilization of the project site, as derived from written and verbal information supplied to us by T- Mobile. Consequently, if any changes are made to the project, we recommend that we review the changes and modify our recommendations, if appropriate, to reflect those changes. EXPLORATORY METHODS We explored surface and subsurface conditions at the project site during a site visit on April 21, 2006. Our surface exploration consisted of a visual site reconnaissance. Our subsurface exploration consisted of advancing one boring (designated B -1) to a maximum depth of about 26.5 -feet below existing ground surface (bgs) within an accessible area near the proposed tower location. The procedures used for subsurface exploration during our site visit are presented in the subsequent sections of this report. The location of the exploration advanced for this study is shown on the attached Figure 2. The specific location and depth of the exploration performed was selected in relation to the proposed site features, under the constraints of budget and site access. The boring location and other features shown on Figure 2 were obtained by hand taping from existing site features; as such, the exploration location shown should be considered accurate only to the degree implied by the measuring methods used. It should be realized that the exploration performed for this evaluation reveals subsurface conditions only at a discrete location across the project site and that actual conditions in other areas could vary. Furthermore, the nature and extent of any such variations would not become evident until additional explorations are performed or until construction activities have commenced If significant variations are observed at the time of construction, we may need to modify our conclusions and recommendations contained in this report to reflect the actual site conditions. Auger Boring Procedures The borings were advanced using a truck- mounted, hollow -stem auger drill rig operated by an independent company working under subcontract to Adapt. A geotechnical representative of Adapt was on -site to observe each boring, obtain representative soil samples, and log the subsurface conditions. T- Mobile, USA April 25, 2006 Adapt Project No. WA06- 13855 -GEO Page 4 Adapt Engineering, Inc. After each boring was completed, the borehole was backfilled with a mixture of soil cuttings and bentonite chips. During drilling, soil samples were obtained on 5 -foot depth intervals using the Standard Penetration Test (SPT) procedure (ASTM: D 1586). This test and sampling method consists of driving a standard 2.0 -inch outside diameter (OD) split -barrel sampler a distance of 18 inches into the soil with a 140 -pound hammer, free - falling a distance of 30 inches. The number of blows required to drive the sampler through each of the three, 6 -inch intervals is noted. The total number of blows struck during the fmal 12 inches of penetration is considered the Standard Penetration Resistance, or "blow count ". If 50 or more blows are struck within one 6-inch interval, the driving is ceased and the blow count is recorded as 50 blows for the actual number of inches of penetration. The resulting Standard Penetration Resistance values provide a measure of the relative density of granular soils or the relative consistency of cohesive soils. The Boring Logs attached to this report describe the various types of soils encountered in each boring, based primarily on visual interpretations made in the field and supported by our subsequent laboratory examination and testing. The logs indicate the approximate depth of the contacts between different soil layers, although these contacts may be gradational or undulating. Where a change in soil type occurred between sampling intervals, we inferred the depth of contact. Our logs also graphically indicates the blow count, sample type, sample number, and approximate depth of each soil sample obtained from the boring, along with any laboratory tests performed on the soil samples. If any groundwater was encountered in the borehole, the approximate groundwater depth is depicted on the boring log. Groundwater depth estimates are typically based on the moisture content of soil samples, the wetted height on the drilling rods, and the water level measured in the borehole after the auger has been extracted. SITE CONDITIONS The following sections describe our observations, measurements, and interpretations concerning surface, soil, groundwater, and seismic conditions at the project site. Surface Conditions The proposed equipment building lease area is located in a grass - covered area on the south side of an existing playground. To the south of the equipment building lease area, the ground slopes steeply upwards at a gradient on the order of 1H: IV for less than 10 vertical feet. The proposed tower lease area is located approximately 40 -feet southwest of the equipment building lease area within the approximately level, grass- covered lawn area at the top of the slope. Subsurface Conditions Our boring revealed the near - surface soil conditions to consist of about 6 to 12- inches of grass, gravel, sod and topsoil mantling about 3 -feet of medium dense, gravelly sand with cobbles. Below these surficial soils at a depth of about 4 -feet bgs, our exploration revealed the presence of medium dense grading to dense, silty, gravelly sand, which was observed to become very dense below about 16 -feet bgs. Below a depth of about 18 -feet bgs, boring encountered very dense, gravelly sand with some silt, which extended 7-Mobile, USA April 25, 2006 Adapt Project No. WA06- 13855 -GEO Page 5 Adapt Enqineerinq, Inc. to the full depth explored of about 26.5 -feet bgs. Groundwater seepage was not encountered within our exploration at the time of drilling. Throughout the year, groundwater levels would likely fluctuate in response to changing precipitation pattems, off -site construction activities, and changes in site utilization. Seismic Conditions Based on our analysis of subsurface exploration logs and a review of published geologic maps, we interpret the on -site soil conditions to correspond to Site Class C, as defined by Table 1615.1.1 of the 2003 International Building Code (IBC). The soil profile type for this site classification is characterized by very dense soils with an average blowcount greater than 50 within the upper 100 feet bgs. Current (2003) National Seismic Hazard Maps prepared by the U.S. Geological Survey indicate that peak bedrock ground acceleration (PGA; NEHRP B -C Boundary) coefficients of about 0.33 and 0.66 are appropriate for earthquakes having a 10- percent and 2- percent probability of exceedance in 50 years (corresponding to return intervals of 475 and 2,475 years), respectively. The IBC mapped spectral accelerations for short periods at the subject site (S Site Class B) are 148 and 51 (percent of gravity) at 0.2 and 1.0- second periods, respectively. For purposes of seismic site characterization, the observed soil conditions were extrapolated below the exploration termination depth, based on a review of geologic maps and our knowledge of regional geology. CONCLUSIONS AND RECOMMENDATIONS Current development plans call for the monopole communication tower and associated equipment building or cabinet pad within the proposed lease areas. Based on the anticipated subsurface conditions, we recommend that the proposed telecommunication tower be supported on a drilled pier foundation. General design criteria for compressive, uplift and lateral support of a drilled pier are presented below. Our specific recommendations concerning site preparation, equipment building or cabinet foundations, tower foundations, access driveway, and structural fill are presented in the subsequent sections. Site Preparation Preparation of the tower lease area for construction should involve clearing, grubbing, stripping, cutting, filling, dewatering, and subgrade preparation. The following comments and recommendations apply to site preparation. Temporary Drainage: We recommend intercepting and diverting any potential sources of surface or near- surface water within the construction zones before stripping begins. Because the selection of an appropriate drainage system will depend on the water quantity, season, weather conditions, construction sequence, and contractor's methods, fmal decisions regarding drainage systems are best made in the field at the time of construction. Nonetheless, we anticipate that curbs, berms, or ditches placed along the uphill side of the work areas will adequately intercept surface water runoff. Clearing and Stripping: After surface and near- surface water sources have been controlled, the construction areas should be cleared and stripped of all vegetation, sod, topsoil, and debris. Based on our site exploration and visual observations, we estimate that an average thickness of about 6 to 12- inches of T- Moblle, USA April 25, 2006 Adapt Project No. WA06- 13855 -GEO Page 6 Adapt Engineering, Inc. grass, sod, and topsoil will be encountered across the lease area, but significant variations could exist. It should be realized that if the stripping operation proceeds during wet weather, a generally greater stripping depth might be necessary to remove disturbed, surficial, moisture - sensitive soils; therefore, stripping is best performed during a period of dry weather. Excavations: Site excavations ranging up to about 1.5 -feet deep may be required to accommodate the proposed equipment pad footings. Based on our explorations, we anticipate that these excavations will encounter medium dense, silty, gravelly sand. These surficial soils can likely be cut with conventional earth working equipment such as small dozers and trackhoes. Backfill materials, where required, should be placed and compacted according to the recommendations presented in the Structural Fill section of this report. Dewaterint: Our subsurface explorations did not encounter groundwater seepage within the upper 1.5- feet; however, depending on the actual excavation depth and the time of year that construction proceeds, the proposed site excavations might encounter perched groundwater seepage. If groundwater is encountered, we anticipate that an internal system of ditches, sump holes, and pumps will be adequate to temporarily dewater the excavations. Subzrade Preparation: Exposed subgrades for shallow footings, mat foundations, slabs -on - grade, roadway sections and other structures should be compacted to a firm, unyielding state, if required to achieve adequate density and warranted by soil moisture conditions. Any localized zones of loose, granular soils observed within a subgrade area should be compacted to a density commensurate with the surrounding soils. In contrast, any uncontrolled fill material or organic, soft, or pumping soils observed within a subgrade should be overexcavated and replaced with a suitable structural fill material. It should also be noted that any previous fill material should be overexcavated and replaced with structural fill if found to contain a significant amount of organics or debris. Frozen Suberades: If earthwork takes place during freezing conditions, we recommend that all exposed subgrades be allowed to thaw and be recompacted prior to placing subsequent lifts of structural fill. Equipment Building or Cabinet Foundations It is our understanding that the support pad for the proposed equipment building or cabinets will consist of a poured -in- place, concrete slab -on -grade with thickened edges; we recommend that these thickened slab edges be designed as spread footings. Alternatively, the equipment support pad may be designed as a structural slab -on -grade with a uniform thickness and a reduced bearing pressure. In either case, we anticipate that the support pad bearing pressure will be relatively light. The following recommendations and comments are provided for purposes of equipment pad design and construction. Subgrade Conditions: The prepared bearing subgrade soils should consist of medium dense, silty, gravelly sand. Exposed slab -on- grade, footing or overexcavation subgrades should be compacted to a T- Mobile, USA Adapt Project No. WA06- 13855•GEO April 25, 2006 Page 7 Adapt Engineering, Inc. firm, unyielding state, in accordance with the recommendations provided in the Site Preparation section of this report. $ubgrade Verification: Footings or slabs -on -grade should never be cast atop soft, loose, organic, or frozen soils; nor atop subgrades covered by standing water. A representative from Adapt should be retained to observe the condition of footing subgrades before concrete is poured to verify that they have been adequately prepared. Footing Dimensions: For a poured -in- place, structurally reinforced concrete slab -on -grade with thickened -edge footings, we recommend that the spread footing elements be constructed to have a minimum width of 12- inches. For frost protection, the footings should penetrate at least 18- inches below the lowest adjacent exterior grades. Bearing Pressure and Lateral Resistance: A maximum allowable static soil bearing pressure of 2,500 pounds per- square -foot (psf) may be used for thickened -edge pad footings designed as described above. For the alternate equipment support pad design using a uniform thickness, structural slab -on- grade, we recommend a maximum allowable static soil bearing pressure of 500 psf across the pad area. These bearing pressure values can be increased by one -third to accommodate transient wind or seismic loads. An allowable base friction coefficient of 0.30 and an allowable passive earth pressure of 280 pounds per cubic foot (pcf), expressed as an equivalent fluid unit weight, may be used for that portion of the foundation embedded more than 1 -foot below finished exterior subgrade elevation. These lateral resistance values incorporate a minimum safety factor of 1.5. Grading and Capping: Final site grades should slope downward away from the structure so that runoff' water will flow by gravity to suitable collection points, rather than ponding near the structure. Ideally, the area surrounding the structure should be capped with concrete, asphalt, or compacted low- permeability (silty) soils to reduce surface -water infiltration into the subsoil adjacent to/below the foundation. Settlements: We estimate that total post- construction settlements of properly designed thickened -edge footings bearing on properly prepared subgrades could approach 1 -inch, with differential settlements approaching one -half of the total. For a structural slab -on -grade equipment pad with a uniform thickness (without thickened edges), somewhat greater movements may be experienced. Tower Drilled Pier Foundations The subsurface soil and groundwater conditions observed in our site exploration are considered to be generally suitable for the use of a drilled pier foundation to support the proposed tower. The following recommendations and comments are provided for purposes of drilled pier design and construction. Bud Bearing Capacities: We recommend that the drilled pier penetrate at least 10 -feet below the ground surface. For vertical compressive soil bearing capacity, we recommend using the unit end bearing T- Mobile, USA April 25, 2006 Adapt Project No. WA06- 13855 -GEO Page 8 Table 2 Allowable Skin Friction Capacities Depth (feet) Allowable Skin Friction (tsf) 0 -2 0.0 2 -5 0.10 5 -16 0.30 16 -27 0.50 Table 1 Allowable End Bearing Capacity Depth (feet) Allowable Bearing Capacity Qs() Limiting Point Resistance (tsf) 10 -16 16 -27 4.0 DB 6.5 DB 7 10 Adapt Engineering, Inc. capacity presented in Table 1 below, where B is the diameter of the pier in feet and D is the depth into the bearing layer in feet. This allowable end bearing capacity includes a minimum safety factor of 1.5. Frictional Capacities: For frictional resistance along the shaft of the drilled piers, acting both downward and in uplift, we recommend using the allowable skin friction value listed in Table 2. We recommend that frictional resistance be neglected in the uppermost 2 -feet below the ground surface. The allowable skin friction values presented includes a minimum safety factor of 1.5. Lateral Capacities: Drilled pier foundations for communication monopole towers are typically rigid and act as a pole, which rotates around a fixed point at depth. Although more complex and detailed analyses are available, either the simplified passive earth pressure method or the subgrade reaction method is typically used to determine the pier diameter and depth required to resist groundline reaction forces and moments. These methods are described below. • Passive Earth Pressure Method: The passive earth pressure method is a simplified approach that is generally used to estimate an allowable lateral load capacity based on soil wedge failure theory. Although the lateral deflection associated with the soil wedge failure may be estimated, design lateral deflections using the passive earth pressure method should be considered approximate, due to the simplified nature of the method. According to the NAVFAC Design Manual 7.02 (1986), a lateral deflection equal to about 0.001 times the pier length would be required to mobilize the allowable passive pressure presented below; higher deflections would mobilize higher passive pressures. Our recommended passive earth pressures for the soil layers encountered at this site are presented in Table 3 and incorporate a safety factor of at least 1.5, which is commonly applied to transient or seismic loading conditions. These values are expressed as T- Mobile, USA April 25, 2006 Adapt Project No. WA06- 73855 -GEO Page 9 Table 3 Allowable Passive Pressures Depth (feet) Allowable Passive Pressure (pcf) 0 -2 2 -5 5 -16 16 -27 0 300 380 420 Adapt Engineering, Inc. equivalent fluid unit weights, which are to be multiplied by the depth bgs to reflect the linear increase within the depth interval of the corresponding soil layer. The passive earth pressures may be assumed to act over an area measuring two pier diameters wide by up to eight pier diameters deep. • $ ubgrade Reaction Method: The subgrade reaction method is typically used to compute lateral design loads based on allowable lateral deflections. Using this method, the soil reaction pressure (p) on the face of the pier is related to the lateral displacement (y) of the pier by the horizontal subgrade modulus (k,; this relationship is expressed as p=khy. Because soil modulus values are based on small scale, beam load test data, and are usually reported as a vertical subgrade modulus (k,.), they must be converted to horizontal subgrade modulus values representative for larger scale applications (such as large pier diameters) by means of various scaling factors, as discussed below. In addition to the scaling and loading orientation, the soil -pier interaction governing k is also affected by the soil type, as follows: • SAND and Soft CLAY: For cohesionless soils (sand, non -plastic silt) and soft cohesive soils (clay, cohesive silt), the horizontal subgrade modulus (kh) increases linearly with depth (z). This relationship is expressed as kh = nh(z/B), where n is the coefficient of horizontal subgrade reaction and (z/B) is the scaling factor (B is the pier diameter). • Stiff or Hard CLAY: For stiff or hard cohesive soils (clay, cohesive silts), the horizontal subgrade modulus (k is essentially the same as the vertical subgrade modulus (k and is considered constant with depth. This relationship is expressed as kb =141(ft) /1.5B1, where [1(ft)/1.5B] is the scaling factor (B is expressed in feet). Our recommended values for the coefficient of horizontal subgrade reaction (nb) and the vertical subgrade modulus (k„) for the soil layers encountered at this site are presented in Table 4 below. These values do not include a factor of safety since they model the relationship between contact pressure and displacement. Therefore, the structural T- Mobile, USA April 25, 2006 Adapt Project No. WA06- 13955 -GEO Page 10 Table 4 Recommended Horizontal Subgrade Reaction Values Depth Interval (feet) Ilk (pci) i (per') 0 -2 2 -5 5 -16 16 -27 0 25 65 70 N/A N/A N/A N/A Coefficient of Horizontal Subgrade Reaction (pci) k n (Sand & Soft Clay) lq,= k4/(1.5B) (Stiff Clay) Adapt Engineering, Inc. engineer or monopole manufacturer should select an appropriate allowable displacement for design, based on the specific requirements of the communication equipment mounted on the tower. Construction Considerations: Our explorations revealed the site soils to generally consist of medium dense, silty, gravelly sand with cobbles over dense, gravelly sand, underlain by very dense, gravelly sand with some silt. Groundwater seepage was not encountered within our boring at the time of drilling. However, dewatering may be required, depending on the actual depth and time of year of drilled pier construction. The foundation - drilling contractor should be prepared to case the excavation to prevent caving and raveling of the pier shaft sidewall, if necessary due to unexpected soil or excessive groundwater seepage conditions. Should unexpected heavy groundwater inflow be encountered in the drilled pier excavation, it may be necessary to pump out the accumulated groundwater prior to concrete placement, or to use a tremie tube to place the concrete from the bottom of the drilled pier excavation, thereby displacing the accumulated water during concrete placement. Alternatively, the use of bentonite slurry could be utilized to stabilize the drilled pier excavation. Drilled Pier Excavation Conditions: The drilling contractor should be prepared to clean out the bottom of the pier excavation if loose soil is observed or suspected, with or without the presence of slurry or groundwater. As a minimum, we recommend that the drilling contractor have a cleanout bucket on site to remove loose soils and/or mud from the bottom of the pier. If groundwater is present and abundant within the pier hole, we recommend that the foundation concrete be tremied from the bottom of the hole to displace the water and minimize the risk of contaminating the concrete mix. The Drilled Shaft Manual published by the Federal Highway Administration recommends that concrete be placed by tremie methods if more than 3 inches of water has accumulated in the excavation. Access Driveway Based on available site plans and our site reconnaissance visit, it does not appear necessary to construct a new access road. However, if extensions or improvements to the existing access road are required, we recommend that the subgrade for any access roadway be prepared in accordance with the Site Preparation T- Mobile, USA April 25, 2006 Adapt Project No. WA06- 13855 -G5O Page 11 section of this report. For planning purposes, we anticipate that 6 to 12- inches of "clean" sand and gravel subbase material and a minimum 3- inches of crushed rock surfacing will be required to create a stable gravel roadway surface at this site. Adapt can provide additional subgrade stabilization or gravel road section recommendations based on observed field conditions at the time of construction. Where cuts and fills are required, they should be accomplished in accordance with the recommendations provided in the Site Preparation and Structural Fill sections of this report. Structural Fill The following comments, recommendations, and conclusions regarding structural fill are provided for design and construction purposes. Materials: Structural fill includes any fill materials placed under footings, pavements, driveways, and other such structures. Typical materials used for structural fill include: clean, well - graded sand and gravel (pit -run); clean sand; crushed rock; controlled- density fill (CDF); lean -mix concrete; and various soil mixtures of silt, sand, and gravel. Recycled concrete, asphalt, and glass, derived from pulverized parent materials may also be used as structural fill. Placement and Compaction: Generally, CDF, and lean -mix concrete do not require special placement and compaction procedures. In contrast, pit -run, sand, crushed rock, soil mixtures, and recycled materials should be placed in horizontal lifts not exceeding 8 inches in loose thickness, and each lift should be thoroughly compacted with a mechanical compactor. Using the modified Proctor maximum dry density (ASTM: D -1557) as a standard, we recommend that structural fill used for various on -site applications be compacted to the following minimum densities: Fill Application Slab/Footing subgrade Roadway subgrade (upper I foot) Roadway subgrade (below 1 foot) Adapt Engineering, Inc. Minimum Compaction 90 percent 95 percent 90 percent $ubgrades and Testing: Regardless of location or material, all structural fill should be placed over firm, unyielding subgrade soils. We recommend that a representative from Adapt be retained to observe the condition of subgrade soils before fill placement begins, and to perform a series of in -place density tests during soil fill placement. In this way, the adequacy of soil compaction efforts may be evaluated as earthwork progresses. Fines Content: Soils used for structural fill should not contain individual particles greater than about 6 inches in diameter and should be free of organics, debris, and other deleterious materials. Given these prerequisites, the suitability of soils used for structural fill depends primarily on the grain -size distribution and moisture content of the soils when they are placed. When the "fines" content (that soil fraction passing the U.S. No. 200 Sieve) increases, soils become more sensitive to small changes in moisture content. Soils containing more than about 5 percent fines (by weight) cannot be consistently compacted T- Mobile, USA April 25. 2006 Adapt Project No. WA06- 13855 -GEO Page 12 to a Finn, unyielding condition when the moisture content is more than about 2 percentage points above optimum. The near - surface and deeper silty sand with gravel should be considered highly moisture sensitive. The use of "clean" soil is necessary for fill placement during wet - weather site work, or if the in -situ moisture content of the sandy site soils is too high to allow adequate compaction. Clean soils are defined as granular soils that have a fines content of less than 5 percent (by weight) based on the soil fraction passing the U.S. 3/4 -inch Sieve. CLOSURE The conclusions and recommendations presented in this report are based, in part, on the explorations that we performed for this study. If variations in subsurface conditions are discovered during earthwork, we may need to modify this report. The future performance and integrity of the tower foundations will depend largely on proper initial site preparation, drainage, and construction procedures. Monitoring by experienced geotechnical personnel should be considered an integral part of the construction process. We are available to provide geotechnical inspection and testing services during the earthwork and foundation construction phases of the project. If variations in the subgrade conditions are observed at that time, we would be able to provide additional geotechnical engineering recommendations, thus minimizing delays as the project develops. We are also available to review preliminary plans and specifications before construction begins. 7-Mobile, USA Adapt Protect No. WA06- 13855 -GEO Adapt Engineering, Inc. April 25, 2006 Page 13 x Sat WIRELESS STRUCTURES CONSULTING, PC Structural Calculations For A P r , E co 53' - 0" Antenna Concealing Flagpole Located riot: Military & 27th (SE3551C) 3118 South 140th Street Tukwilla, WA 98168 King County Prepared for: T- Mobile Dated: March 28, 2006 Wireless Structures Consulting, PC 2734 Prominent Court South Salem, OR 97302 Phone (503) 687 -0101; Fax (503) 316 -1864 www.wscenglneering.con WSC Project No. 06 -0096 C A hoonvan NOV 3 0 2Q05 atYOf Tukwila BUILDING DIVISION LODE FOR RECEIVED CITY OF TUKWILA MAR 31 ? fl PERMIT CENTER ttlr-U(o -at � Ca geo a Customer: 7-Mobile s e Project: 53' - 0 "Antenna Concealing Flagpole Site: Military ti 27th (SE3551C) WIFELESS SlWcTUIRSOMSILSWG,rc Ph: (503) 587.0101; Fx: (503) 316 -1864 WSC Project No.: 06-0096 Date: 3/28/06 Loading, Codes, and Materials: Design Calculations: PROFESSIONAL ENGINEER SEAL 1 hereby certify that this structural design report was prepared by me, or under my direct supervision, and that I am a duly licensed Professional Engineer under the laws of the state of Washington. Table of Contents Design Loading Design Criteria Codes and Specifications Materials Wind Pressure Monopole Shaft Wind Loading Antenna/Appurtenance Wind Loading Base Reactions Page 1 Paget -3 Bolted Spoked Reduction Flange at 43'- 0 "AGL - Loading and Design: Page 4 - 5 Monopole Shaft Stress Check: Page 6 Anchor Bolt Design: Page 7 Base Plate Design: Page 8 www.wscengineering.com tp eralas s Customer: T- Mobile gat. Project: 53' - 0 "Antenna Concealing Flagpole .xx18ss9x1uusmxuu.wK Site: Military 6 27th (SE3551C) Loading, Codes, and Materials Design Loading: Antenna Shroud: (1) - 20" 9 x 10' - 0" Tall Antenna Concealing Shroud, Base @ 43' - 0" AGL Other: (1) - 10' x 15' American Flag, C.L. Q 48' - 0" AGL Design Criteria: Wind: 100 mph (Fastest Mile) Per EIA/TIA 222 -F 120 mph (3- Second Gust) per 2000/2003 IBC (with exception taken to Section 3108.4.2) Ice: 1/2 " Radial Ice @ 100% Wind Pressure Codes and Specifications: Concrete: ACI 318, Latest Edition Steel: AISC /ASD g Edition Welding: ANSI /AWS D1.1 -98 Materials: Pole Shaft: ASTM A53 Gr. B Baseplate: ASTM A36 Antenna Mast: ASTM A53 Gr. B (Fy = 46 ksi Minimum) Plates: ASTM A36 Ports: ASTM A36 Welds: E70XX Electrodes Anchor Bolts: ASTM F1554 Gr 55 Ph: (503) 587 -0101; Fx: (503) 316 -1864 WSC Project No.: 06-0096 Date: 3/29/06 Page: 1 www.wscengineenng.com Wind Pressure Calculations: Reference: TIA/EIA- 222 -F, Section 2.3 PHH is g = 0.00256•Kz•V where: Wind Pressure Calculations: h = 53.0 feet (Structure heigM) No chG = 43.3 psf (Minimum Design Wind Pressure at 33 feet AGL) V = 100.0 mph (Basic Wind Speed) ke Cl = 49.5 psf (Design Wind Pressure at Top of Pole) GH = 1.69 Gust Response Factor - 1.005 GH lc 1.25; 1.69 for Poles //2" Radial q = 43.3 psf (Minimum Design VVind Pressure at 33 feet AGL) K = (Z/33) Exposure Coeficient at "Z" Elevation (ft) - 1.005 Kz 5 2.58 ice %G = 49.5 psf (Design 1Nind Pressure at Top of e) Wind wading Calculations - Monopole anaic No Ice 1/2" Radial Ice Average Section Elevation (Feet) Section Pipe Diameter (inches) Monopole Shaft Wall Thickness (inches) Section Height (feet) Exposure Coefficient (mph - feet) rVMGC vMCU141MM Wind Pressure (Ps” I Effective Section Area (Square Feet) Section Base Wind Shear (kips) Section Base Wind Moment (Foot -kips) Section Weight (kips) Wind Pressure (pai) Effective Section Area (Square Feet) Section Base Wind Shear (kips) Section Base Wind Moment (Foot -kips) Section Weight (kips) Z D Tw H K C C C CF.%. gzGH AE gzGttAE gzG W YZGH At ozGHAE g WT 6.25 20.0 0.250 11.0 1.00 167 152 0.59 0.59 43.3 10.8 0.468 2.57 0.58 43.3 11.4 0.491 2.70 0.72 17.25 20.0 0.250 11.0 1.00 167 152 0.59 0.59 43.3 10.8 0.468 7.72 0.58 43.3 11.4 0.491 8.11 0.72 28 25 20.0 0.250 11.0 1.00 167 152 0.59 0.59 43.3 10.8 0.468 12.87 0.58 43.3 11.4 0.491 13.51 0.72 38.38 20.0 0.250 9 25 1.04 170 155 0.59 0.59 45.2 9.1 0.411 15.5 0.49 45.2 9.6 0.431 16.23 0.60 48.00 20.0 0.250 10.0 1.11 176 160 0.59 0.59 48.2 9.8 0.474 22.4 0.53 48.2 10.3 0.497 23.5 0.65 Loading Summations: Overall Height of Steel = 52.25 feet Deflection at Top of Pole = Base Elevation of Pole = 0.75 feet (AGL) Sway at Top of Pole = Top of Steel Elevation = 53.00 feet (AGL) Moment Due to P.a Effects = 2.29 61.0 2.76 2.40 64.0 3.40 6.6 inches 0.60 degrees 0.77 ft -kips we/3f lrmcel6 Caeulw rr Ph: (503) 587 -0101; Fit: (503) 316 -1864 Customer: T- Mobile Protect: 53' - 0" Antenna Concealing Flagpole Site: Military & 27th (SE3551C) WSC Project No.: 06-0096 Date: 3/28/06 Page No.: Z www.wscengineertng.com Wind Loading Calculations - Antennas and Mounts: No Ice 1/2" Radial Ice Description CL Elevation (feet) Alluen0 Eft. Area (ft No Ice) (aol ON'sii) l461aN1 Efr. Area (ft , 112 Ice) Weight (lbs, 1/7' Ice) /aped easy I Total Area (19, No Ice) Total Area (ft 1/2" Ice) Wnd Pressure (Psn (sdp) • a.uc,.." (sd -u) • , °N°°" i (sdoi) •� artm lelol Wnd Pressure (Pan (Om) •s.awWA (ft -kips) (sdol) •s sI NA tenon Shear, Moment, and Weight Summations: 0.00 0.00 0.00 0.00 0.00 0.00 Wind Loading Calculations - Miscellaneous Appurtenances: No Ice 1/2" Radial Ice Description CL Elevation (feet) Alluenp Eft Area (12, No Ice) Weight (lbs, No Ice) ( °°1.zn ZU) HON 13 (act 2/ 's91) W6lem Area Factor (aol oN'ZU) cant lelol Total Area (ft2, 1/7' Ice) Wnd Pressure (Psi) (sdpl) (sdPl . �l oa9 (sdq) •' knot Wnd Pressure (pan (ads') •alirnwA Mr•svr e• (ft-kips) Total Wtvr (lops) 10 45' American Flag : - .. - . 48.0 1 .:150.0. 75.0 - 50.0 .0.09" 12.75 12.75 48.2 0.61 29.01 0.08 48.2 0.61 29.01 0.05 Shear, Moment, and Weight Summations: 0.61 29 - 0.08 0.61 29 0.05 Wind Loading Summary - Base Reactions: Design Base Shear, V = 3.02 kips Design Base Moment, M = 93 ft-klps Design Base Weight Wi = 3.45 kips a ram pe65511r1.tsmnwua4K Customer: 7-Mobile Project: 53 0" Antenna Concealing Flagpole Site: Military it 27th (SE3551C) WSC Project No.: 06-0096 Date: 3/28/06 Page: 3 Ph: (503) 587 -0101 ; Fx: (503) 316 -1864 www.wscengineering.cam Section CL (feet AGL) Section V (kips) Moment Arm (feet) Moment at Splice (ft-kips 48.0 0.61 5.0 3.1 48.0 0.00 0 50 5.0 2.49 EV re 0.61 EM = 3.07 EV = 0.50 EM = 2.5 Cellular. CL (feet AGL) Cellular. V (kips) Moment Arm (feet) Moment at Splice (ft -kips, 48.0 0.61 5.0 3.1 EV = 0.00 EM = 0.00 Appurt. CL (feet AGL) Appurt. V (kips) Moment Arm (feet) Moment at Splice (ft -kips 48.0 0.61 5.0 3.1 EV re 0.61 EM = 3.07 Spoked Reduction Flange Loading © 43' - 0" AGL Reduct on Flange Information: Elevation at Reduction Flange, hsRF = Reduction Flange Loading Information: Load From Pipe Mast: 43.0 Load From Antennas and Mounts: Load From Miscellaneous Appurtenances: Reactions at Flange Level (43 AGL) feet (AGL) VSRF = Pe LtC :A.] = 1.11 kips MSRF = P * tCa • A (y - hsRF1I = 5.8 ft -kips Stress Check - Antenna Mast at Spoked Reduction Flange Antenna Mast Information: Antenna Mast OD = 3.500 Wall Thickness = 0.216 Yield Stress, F 46.0 Antenna Mast Properties: Allowable Bending Stress, Fb= 40.5 ksi Section Modulus, Sn ma = 1.72 in inches inches ksi Stress Increase Factor, SIF = 1.33 Modulus of Elasticity, E = 29000 ksi Weight = 7.58 Ibslft Applied Bending Moment, MASSSw = Allowable Bending Moment, MAO USE: 3 1/2" OD x 0.216" wall, A53 Gr 8 Antenna Mast (Fy = 46 ksi Minimum) Area = 2.23 sq. in. 3.0 in' 5.6 ft-kips 5.8 ft-kips Ph: (503) 587 -0101; Fx: (503) 316 -1864 Customer: 7-Mobile Project: 53' - 0 " Antenna Concealing Flagpole Site: Military 6 27th (SE3551C) WSC Project No.: Date: Page: 06-0096 03/28/06 4- www.wscengineering.com Ph: (503) 587 -0101; Ex: (503) 316-1864 Customer: T- Mobile Protect: 53'- 0 " Antenna Concealing Flagpole Site: Military 6 27th (SE3551C) WSC Project No.: 06-0096 Date: 03/28/06 Page No.: Reactions at flange level: MSRF = VSRF Da,t Masi = DMP Shaft = flange Bolt Design: Flange Plate Design: Weld @ Monopole Shaft: Spoked Reduction Flange Design Q 43' - 0" AGL 5.6 ft-kips 1.11 kips 3.50 in. 20.0 in. Flange Bolt Diameter, DFB = 0.75 in. Flange Bolt Circle, DF Bc = 16.0 in. Flange Bolt Tensile Area, A = 0.442 in No. of Flange Bolts, n = 6 Pipe Wall Thickness, t yya = 0.250 Maximum Shear Force per bolt, VFe Max = VW / n = 0.19 kips Maximum Tensile Force per bolt, T,,, = 4 • MSRF / (n • BC) = 2.78 kips Allowable Tensile Stress, T = 4/3 • [(442 - (4.39 Wit Max)z )1 rz = 58.7 ksi Actual Tensile Stress = T, / A eon = 6.3 ksi Flange Bolt , -Flange -Pole Weld © Antenna Mast: Fillet Weld Size @ Antenna Ma�s WEF = Weld Section Modulus @ Antenna Mast, S Ant Mast = 2 • Pax Masd2/ • WEF = Max. Weld Stress, f = MsRF /Sw_ant Masi = Use: 1/4 In. fillet welds at Antenna Mast (E70XX Electrodes) in. Section Modulus of Flange Plate, SFP = b • d /6 :. d = (6 • SFP Min / b ) 112 Use: 3/4 in. thick ASTM A36 Flange Plates Pipe To Plate Weld Designs: Min. weld size per ANSI /AWS d1.1, Table 5.8, Low - Hydrogen process = 1/8 in. Allowable Weld Stress, F„ = 70 ksi • 0.3 = 28.0 ksi Use: 6.3/4 Inch 0 x 31/2 Inch long ASTM A325 Bolts on a 16 Inch 0 B.C. Flange Plate Yield Stress, F FP = Ant Mast Allowable bending stress, F = 4 / 3 . 0.75 F FP = Moment Arm, M = 2.44 in. Max Moment in Plate, MPL = T,,,ax * M = 6.8 in -kips 36.0 ksi 36.0 ksi Effective Plate Width of Spoke, b = 4.00 in. Minimum Req'd Section Modulus of Plate, SFP Min = MPL / FB FP = 0.19 in Use the minimum required plate section modulus and the effective plate width to determine the minimum plate thickness as follows: 0.53 in 0.250 in. 3.4 in 19.60 ksi (OK) Fillet Weld Size @ Monopole Shaft, W 0.188 in. Weld Area @ Monopole Shaft, F,A = n • beB • 0.707 • WIF = 3.18 in Weld Section Modulus @ Monopole Shaft, Sw MPawe = EA • r = 31.0 in Max. Weld Stress, f = MSRF/Sw MP Shaft = 2.15 ksi (OK) Use: 3116 In. fillet welds at Monopole Shaft (E70XX Electrodes) www.wscengineering.com Customer: T- Mobile Project: 53' - 0 " Antenna Concealing Flagpole Site: Military & 27th (SE3551C) WSC Project No.: Date: Page: 06 -0086 03/28/06 1 Access Port Information: Port Width = Port Height = Port CL Offset = Pole Diameter = Wall Thickness = Nominal Pipe Section: Mast Area, ANOm;nai = Mom Of Inertia, !Nominal= Design Moment, Maas, = Monopole Weight Wt Base = Stress Check - Monopole Shaft 9.0 in. 18.0 24.0 in. (AGL) Monopole Shaft Section Properties at Access Ports: Combined Stress Check: (Based on Minimum Values A 20.0 in. Distance to Extreme fiber, c = 10.0 in. 0.25 in. Yield Stress, F = 35.0 ksi Reinforced Port: 15.5 sq. in. Mast Area, AReiN = 15.0 sq. in. 756 In Mom Of Inertia, I 750 in 93.1 ft-kips 3.45 kips bove) Number of Ports = 1 fe = Mea. ° c / IMn + Meese' kin= 15.1 ksl Fb =( ° 0.66 °F = 30.8 ksi (OK) USE: (3) - 5' x 8' Unreinforced Access Ports @ 120° Separation, C.L.'s @ 42' - 2" AGL USE: (1) - 9'w x 18'h Unreinforced Access Port @ 2C C.L. AGL USE: 20" OD x 0.25" wall, .453 Gr B Monopole Shaft Ph: (503) 587 -0101; Fa: (503) 316 -1864 www.wscengineering.com trowbr MSS51mJclu $0x6Wp4K Base Reactions from wind loading: TOP OF F DOTING A.B. PROJ. 1' Mole = Ypde = Wtpoe = 93 3.02 3.45 1:50 24.5 72.0 2 FOR 1 "0 & 3" FOR A.B.'3 > THAN r" Anchor Bolt Design ft-kips kips kips Anchor Bolt Design: Reference: AISC Engineering Journal, 2nd Qtr., 1983, p. 58. No. of Anchor Bolts, n = 4 Anchor Bolt Diameter, DAB = Anchor Bolt Circle, D0 = Anchor Bolt Length, LAB = m in. A.B. Tensile Stress Area, A, = in. Minimum AB Circle = in. Anchor Bolt Yield, Fy AB = Minimum Anchor Bolt Projection = Maximum Tensile Force per bolt, T,,,,, = 4 • Mp (n * Dec .) = Maximum Shear Force per bolt, VAg ,,l = Ved n = Allowable Anchor Bolt Tensile Stress, T =4(3* 0.55 * F AB = Actual Anchor Bolt Tensile Stress = [Lax + (1.85 * VAB Max)) / At USE: (4) -1 1/2" 0 x 72" Long ASTM F1554 Gr. 55 Anchor Bolts on a 24 1/2" 0 B.C. MONOPOLE SHAFT tralart NON— SHRINK GROUT 1/2 ° 0 DRAIN HOLE ANCHOR BOLT HEAVY HEX NUT LOCKWASHER FLATWASHER BASE PLATE FLATWASHER HEAVY HEX NUT 1.41 in 24.0 in. 55.0 ksi 8.00 in. 45.6 kips 0.75 kips 41.5 ksi 33.3 ksi (OK) Nuts - Typ. ea. side of Bearing Plate Hvy. Hex Nut w/ L.W. & F.W. Leveling Nuts A.B. Bearing Plate Ph: (503) 587-0101; Fx: (503) 316 -1864 Customer: T- Mobile Project: 53' - 0" Antenna Concealing Flagpole Site: Military & 27th (SE3551C) WSC Project No.: Date: Page: 06-0096 03/28/06 T www.wscengineering.com v s=rn C T- Mobile a Project: 53' - 0 " Antenna Concealing Flagpole Site: Military & 27th (SE3551C) WIREESSSTWJCTWRS WtSULTING, C WSC Project No.: 06 -0096 Date: 03/28/06 Page No.: 4 Base Reactions from wind loading: Base Moment, Mine = 93 ft -kips Base Shear, Vpcie = 3.02 kips Base Weight, Wtp = 3.45 kips Base Plate Design: Base Plate Design 4 WBP Assume failure across x' -x', model as a fixed -end cantilevered beam. b = section length of x' -x' = 13.9 in. a = (DBc. • DPdeY = 2.25 in. Maximum Tensile Force per bolt, T max = 45.6 kips Maximum Moment in Plate, M Piate = Tom * a = 102.6 in.-kips DPole Base Plate Width, WBP = 24.0 in. Min. Base Plate Width, WBP m i n = 24.0 in. Base Plate Yield Strength, Fy BP = 36.0 ksi Pole Diameter, D = 20.0 in. Allowable bending stress, Fb BP = 36.0 ksi Anchor Bolt Circle, Diaz. = 24.5 in. MPole VPoI� TMax Min. Base Plate Thickness, tmb, _ (6 * MPtatelb * Ft = 1.11 in Section A -A Use: 24 inch Square x 1 1/2 inch Thick ASTM A36 Base Plate Base Plate -to -Pipe Leg weld Design: Minimum weld size per ANSI /AWS d1.1, Table 5.8, Low- Hydrogen process = 1/8 inch Upper Weld Size, w = 0.250 in. /eld Tensile Strength, F weId = 70.0 ksi (E70XX) Lower Weld Size, w = 0.250 in. Allowable Weld Stress, F„, = 28.0 ksi Distance to Centroid of Upper Weld, L = D + w = 10.1 inches Distance to Centroid of Lower Weld, Lbw = DNe/2 - w = 9.9 inches Section Modulus of Upper Weld, S = 0.707 w n * L. = 56 in . Section Modulus of Lower Weld, S = 0.707 a wb e x e L. = 55 in. Max. Weld Stress, f, = M Pote /S W = 10.1 ksi (OK) Use: 114" Fillet Weld at top, 1/4" Fillet Weld at bottom, E70XX Electrodes Ph: (503) 587.0101; Fx: (503) 316 -1864 www.wscengineering.com EMERSON. Network Power FILE COPY Permit No. ENGINEERED ENDEAVORS INCORPORATED r REVIEWED FOR CODE COMPLIANCE $nnonuco NOV 302906 ty Of Tukwila BUILDING DIVISION 7610 Jenther Drive • Mentor, Ohio 44060 Telephone: (440) 91 8-1 101 • Telefax: (440391B-110B EE t ENGINEERED ENDEAVORS INCORPORATED fne IVperlMne.E Paint awn RECEIVED CITY OFTIJKWILP OCI 19 2006 PERMITCENTER CORRECTION LTR# Y 1 a r I I 1 a T- Mobile Structure Design Calculations 53' Cross Pole Site: Military & 27tb/SE3551C EEI Job #: 14477 -E01 File: D06- O(ICo 35mm Drawing # 33 EEI ENGINEERED ENDEAVORS INCORPORATED Tn.Op•Mnnd Point of Vow Customer: T- MOBILE Description: 53' DISGUISED POLE EEI Job Number: 14477 • EMERsakil Network Power 53' SITE INFORMATION -1 Location: KING COUNTY, WA Site Name: MILITARY & 2711H Site Number: SE3551C 43' 50' 8 10' ENGINEERED ENDEAVORS, INC. — � 7610 Jenther Drive • Mentor, Ohio 44060 -4872 Phone: (440) 918 -1101 • Phone: (888) 270 -3855 Fax: (440) 918 -1108 • www.engend.com DESIGN INFORMATION -m Designed By: R.BELKIN Design Date: 9/12/2006 Status: REVISION 1 ANTENNA LOADING (3) ADFD - 1820 -65- 656 -XDM PANEL ANTENNAS MOUNTED IN A 26'21x 8' AMS ENCLOSURE AT 50 DESIGN CRITERIA DESIGNED IN ACCORDANCE WITH THE TIA/EIA 222 -F FOR 80 MPH FASTEST MILE WIND SPEED AND 1/2" RADIAL ICE (SIMULTANEOUS) DESIGN MEETS THE REQUIREMENTS OF SECTIONS 1609 AND 3108 OF THE 2000 AND 2003 INTERNATIONAL BUILDING CODES FOR 100 MPH 3- SECOND GUST WIND SPEED EXPIRES 08 -07.20171 r IRS 7 f E R ES P O i % S /B lV J Y Q 71-E RA Cf L 4 S ER T o t /ER /f Y 7 7 L 4 T 7 NE H HIND LOADS A ND DESIGN C R/ T FRG 4 SPEC RED d WET 71 /E R EG U/R EMEN 7 S 0 F A L L LOCAL B U/L 0 /NG CODES 7610 Jenther Drive Mentor, Ohio 44060 Tel (440) 918 -1101 Fax (440) 918 -1108 Engineered Endeavors Inc. Communications Structure Nonlinear Analysis and Design Program Customer T- MOBILE Job Name 14477 Structure 53' DISGUISED POLE Location RING COUNTY, WA Site MILITARY & 27TH/SE3551C 16:22:25 09 -12 -2006 Revision 1.3 - 2/07/00 Engineer: BELKIN OD OD NUM. THICK TAPER LENGTH JOINT JOINT YIELD WEIGHT JOINT BOT TOP SIDES INCH IN /FT FT INCH TYPE KSI LBS HEIGHT 26.00 26.00 0 0.3750 0.000 44.00 0.00 BASEPL 35.0 4511. 0.00 TOTAL TUBE WEIGHT 4511. POUNDS POLE SHAFT LENGTH 44.00 FEET E = 29600.0 KSI UNIT WGT = 0.283 LBS /CU IN AISC constants are used for stress reductions. Tube diameters are increased by 1.000 for wind across points. Drag coefficients are increase by 1.300 for steps on the pole. AISC Tube Shape Coefficient of 1.000 is applied. REVISED DATA FILE NAME T : \ENG4 \JOBS14 \14477 DESCRIPTION NUM. EL 26 in x 8 ft HORIZ. 2 42 26 in x 8 ft ENCLO1 49 APPURTENANCES EV. Kz AREA WGT Ca c WITHOUT ICE > . 1.071 17.90 833. 0.8000 . 1.120 17.90 833. 0.8000 AREA WGT Ca FACTOR < WITH ICE > 18.70 966. 0.8000 1.00 18.70 966. 0.8000 1.00 Engineered Endeavors Inc. 53' DISGUISED POLE 14477 PAGE 2 LOAD CASE 1 DEAD LOAD FACTOR 1.00 WIND PSF REDUCTION 1.00 RADIAL ICE 0.50 IN. WIND VELOCITY 80 BOTTOM 16.20 PSF TOP 17.47 PSF MAX BASE ROTATION 0.00 DEG APPLIED APPURTENANCE FORCES ELEVATION WEIGHT WIND FT KIPS KIPS 42.00 1.932 0.888 49.00 0.966 0.464 Base Plate design was not calculated for this run. 0.01 0.01 0.06 0.11 0.16 0.23 1.3 0.21 1.3 0.21 0.7 0.19 0.4 0.16 0.1 0.09 0.0 0.00 COMPONENTS (KIPS AND FT -KIPS) WIND MOMENT ABOUT MOMENT ABOUT MOMENT ABOUT SHEAR TRANSVERSE VERTICAL WIND AXIS -2.982 96.669 0.000 0.000 Engineered Endeavors Inc. 53' DISGUISED POLE 14477 BASE PLATE AT ELEVATION TUBE DIAMETER DESIGN MOMENT DESIGN MOMENT IS BOLTS ARE ON THE APPLIED AXIAL FORCE APPLIED SHEAR BOLT DATA BOLT TYPE BOLTS ARE EVENLY SPACED DIAMETER EFFECTIVE AREA TOTAL LENGTH MINIMUM EMBEDMENT NUMBER OF BOLTS BOLT CIRCLE DIAMETER ALLOWABLE STRESS APPLIED AXIAL STRESS MAX BOLT FORCE BOLT BENDING STRESS COMBINED BOLT STRESS CLEARANCE UNDER PLATE BOLT WEIGHT PLATE DATA DIAMETER OF PLATE MATERIAL PROVIDED THICKNESS REQUIRED THICKNESS BOLT HOLE DIAMETER CENTER HOLE SIZE NET WEIGHT RAW STOCK WEIGHT SURFACE AREA ALLOWABLE STRESS MAX APPLIED STRESS 0.00 FEET 26.00 INCHES 100.3 KIP FT 0. DEGREES FROM THE WIND DIRECTION KNUCKLES OF THE TUBE 12.6 KIPS 3.06 KIPS F1554 GR55 1.500 INCHES 1.405 SQ IN 6.0 FEET 2.1 FEET 4 32.00 INCHES 44.0 KSI 29.0 KSI 40.8 KIPS 2.6 KSI 31.6 KSI 2.25 INCHES 114.5 POUNDS 38.00 INCHES A36 GR36 1.500 INCHES 0.858 INCHES 1.750 INCHES 16.00 INCHES 392.0 POUNDS 613.0 POUNDS 12.83 SQ FT 35.99 KSI 11.77 KSI CONCRETE STRENGTH 3000. PSI PAGE 3 Base Plate - use 38.00 inch ROUND x 1.500 inch A36 GR36 with ( 4) 1.500 diameter x 6.00 foot caged F1554 GR55 bolts on a 32.00 inch bolt circle. 11 -06 -2007 MADELINE CHANEY, AICP 208 WESTLAKE AV N SEATTLE WA 98109 RE: Permit No. D06 -116 3118 S 140 ST TUKW Dear Permit Holder: City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206-431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writine and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 12/04/2007 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: Permit File No. D06 -116 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206- 431 -3665 05 -07 -2007 MADELINE CHANEY, AICP 208 WESTLAICE AV N SEATTLE WA 98109 RE: Permit No. D06 -116 3118S140STTIJKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each Extension requests must be In writhe, and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 06/11/2007 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, fer Marshall, Permit Technician xc: Permit File No. D06 -116 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206- 431 -3665 November 14, 2006 Madeline Chaney, AICP Odelia Pacific Corporation 208 Westlake Av N Seattle, WA 98109 RE: CORRECTION LETTER #3 Development Permit Application Number D06 -116 VoiceStream — 3118 S 140 St Dear Ms. Chaney: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Department. At this time the Building, Fire, and Public Works Departments have no comments. Planning Department: Brandon Miles, at 206 431 -3684, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. I have also enclosed a Non - Residential Sewer Use Certification that must be completed prior to issuance of the permit. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerel J n'fer arshall Pe T chnician end File No. D06 -116 City of Tukwila et4A4 P:Vennifer\Correclion Letter; \2006\D06 -116 Correction Ltr #3.DOC jeer Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 -431 -3665 DATE: CONTACT: RE: ADDRESS: November 7, 2006 Madeline Chaney D06 -116 3118 S. 140`" Street PLANNING DIVISION COMMENTS Planning Division has reviewed the application submitted. The application as submitted cannot be approved. 1. The plans submitted do not reflect the same plans that were reviewed and approved by the Planning Commission. Provide the required number of copies of the plans that were reviewed by the Planning Commission. If you have any questions on the above requirements, Brandon Miles is the planner assigned to the file and can be reached at (206) 431 -3684. October 26, 2006 Madeline Chaney, AICP Odelia Pacific Corporation 208 Westlake Av N Seattle, WA 98109 RE: CORRECTION LETTER #1 Development Permit Application Number D06 -116 VoiceStream — 3118 S 140 St Dear Ms. Chaney: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Department. At this time the Building, Fire, and Public Works Departments have no comments. Piannine Department: Brandon Miles, at 206 431 -3684, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. I have also enclosed a Non - Residential Sewer Use Certification that must be completed prior to issuance of the permit. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, l!, I Je ifer Pe t Te ars all hnician encl File No. D06 -116 City of Tukwila Steven Al. Mullet, Mayor Department of Community Development Steve Lancaster, Director eva P:Vennifer\Correction Letters \2006\D06 -116 Correction Ltr #2.DOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206- 431 -3665 DATE: CONTACT: RE: ADDRESS: ZONING: October 24, 2006 Chris Listfjeld DO6 -116 3118 S. 140 Street LDR PLANNING DIVISION COMMENTS The Planning Division of DCD has reviewed the above permit application. The application as submitted cannot be approved. 1. The proposed cross will exceed the maximum height of the LDR zone. Voicestream is not permitted to exceed the height standards of the LDR zone. As part of the CUP process the City was under the impression that the Church was going to submit applications to install the cross and the Voicestream was going to co- locate on the structure. October 23. 2006 Madeline Chaney, AICP Odelia Pacific Corporation 208 Westlake Av N Seattle, WA 98109 RE: Request for Permit Application Extension Development Permit Application No. D06 -116 VoiceStream - 3118 S 140 St Dear Ms. Chaney: This letter is in response to your written request for an extension to Permit Application No. D06 -116. The Acting Building Official has reviewed your letter and considered your request to extend the above referenced permit application. The City of Tukwila Building Division will be extending the expiration date of your permit application for an additional 180 days (through March 26, 2007). If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, arshall hnician File: Permit No. D06 -116 City of Tukwila Department of Community Development Steve Lancaster, Director P:tiennifer\Extension Lelters\Petmit Applicatioro\D06 -116 Application Extension.doc jem Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206- 431 -3665 + PACIFIC CORPORATION October 19, 2006 Mr. Bob Benedicto Chief Building Official City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 -2544 Re: Building permit application no. D06 -116— request for extension Dear Mr. Benedicto, This letter is being sent on behalf of T- Mobile West Corporation, the applicant on the above - captioned building permit application. Building permit submittal for this proposed wireless communication facility (WCF) was submitted on behalf of T- Mobile West Corp. by Chris Listfjeld on March 31, 2006; I have recently taken over the remaining permitting duties for this site. As you may know, the Conditional Use Permit application for the proposed WCF was approved by the planning Commission on September 28, 2006, a day after the building permit was set to expire. Frankly, the building permit expiration fell through the cracks as we were waiting to receive any final conditions of approval from the Planning Commission that might affect the design of the proposed facility. We would appreciate the permit being reinstated at this time. Revised structural drawings and calculations are attached to this letter for inclusion in the building permit file. Please call if I may answer any questions regarding the application or attached documents. oL 2� E 0 � " r� � IZtI � OCT 1 92006 D �� I bxk a31 �� PERMIT CENTER 20S WESTLAKE AVENUE N SEATTLE WA 98109 TEL. Thank you, Madeline Chaney, AICP Applicant for T- Mobile West Corp. 206.490.3800 FAX. 206•490.3839 August 16, 2006 Chris Listfield 19807 Northcreek PY N Bothell, WA 98168 RE: CORRECTION LETTER #1 Development Permit Application Number D06 -116 VoiceStream — 3118 S 140 St Dear Mr. Listfield: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Department. At this time the Building, Fire, and Public Works Departments have no comments. Planning Department: Brandon Miles, at 206 431 -3684, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. I have also enclosed a Non - Residential Sewer Use Certification that must be completed prior to issuance of the permit. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerel„ Je rifer 'e T rsha chnician end File No. D06 -116 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director P:Vennifel'Gortection Leners120061D06-116 Correction Ltr #I.DOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 DATE: CONTACT: RE: ADDRESS: ZONING: August 15, 2006 Chris Listfjeld D06 -116 3118 S. 140 Street LDR PLANNING DIVISION COMMENTS The Planning Division of DCD has reviewed the above permit application. The application cannot be approved. 1. Revise the building permit application to match the CUP application. 07 -28 -2006 CHRIS LISTFIELD 19807 NORTHCREEK PY N BOTHELL WA 98168 RE: Permit Application No. D06 -116 3118 S 140 ST TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 03/31/2006, has not been issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 09/27/2006. If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 09/27/2006. , If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event you do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. xc: Permit File No. D06 -116 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 - 431 -3665 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D06 -116 PROJECT NAME: T- MOBILE SITE ADDRESS: 3118 S 140 ST Original Plan Submittal Response to Correction Letter #_ X Revision # DATE: 3 -15 -07 Response to Incomplgte Letter #_ A 1 be)re Permit Issued DEPARTMENTS: apt n [f, Bui ding Division Public Works ❑ Complete APPROVALS CORRECTIONS: TUES/THURS RING: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: Approved Approved with Conditions0 Notation: REVIEWER'S INITIALS: Documents/routing elip4oc 228 -02 Planning Division Permit Coordinator ❑ DUE DATE: 3 -20 -07 CI Not Applicable ❑ ❑ No further Review Required ❑ DUE DATE: 4 -17 -07 Not Approved (attach comments) ❑ DATE: Penult Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D06 -116 DATE: 11 -22 -06 PROJECT NAME: VOICESTREAM SITE ADDRESS: 3118 S 140 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 3 Revision # After Permit Issued DEPARTMENTS: Buil i Ing Division Public Works ❑ Comments: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 1g Incomplete ❑ Approved with Conditions El DATE: M Planning Division eII -° Permit Coordinator ❑ DUE DATE: 11 -28-06 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route 1 Structural Review Required ❑ No further Review Required DATE: DUE DATE: 12 -26 -06 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D06 -116 DATE: 11 -03 -06 PROJECT NAME: VOICESTREAM SITE ADDRESS: 3118 S 140 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # After Permit Issued DEPARTMENTS: Building Division Public Works Complete Comments: Documents/routing slip.doc 2 -28-02 PERMIT COL COPY PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ TUES/THURS ROU NG: Please Route Structural Review Required REVIEWER'S INITIALS: DUE DATE: 11 -07-06 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required DATE: d r(' Plan rung Division Permit Coordinator E DUE DATE: 12-05-06 Approved ❑ Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: I1) Hitli Departments issued corrections: Bldg} Fire ❑ PIng PW ❑ Staff Initials: ACTIVITY NUMBER: D06 -116 DATE: 10 -19 -06 PROJECT NAME: VOICESTREAM SITE ADDRESS: 3118 S 140 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: Building Division Public Works PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 2( Incomplete Comments: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: Approved ❑ Notation: Documents/routing slip.dot 2.26-02 APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: DUE DATE: 10-24-06 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required DATE: Pl�nrifng iv ision Permit Coordinator ❑ DUE DATE: 11-21-06 Approved with Conditions El Not Approved (attach comments) DATE: Permit Center Use Only t CORRECTION LETTER MAILED: tO ` Departments issued corrections: Bldg ❑ Fire ❑ Pink PW ❑ Staff Initials: toe ACTIVITY NUMBER: D06 - 116 PROJECT NAME: VOICESTREAM SITE ADDRESS: 3118 S 140 ST X Original Plan Submittal Response to Correction Letter # DATE: 03 -31 -06 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Building Di o �(D Pybli�c MAX, Complete Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: Approved ❑ Notation: APPROVALS OR CORRECTIONS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Documents/routing slip.doc 2 -28-02 w COORD COPY PLAN REVIEW /ROUTING SLIP Hittt(pa Bldg ❑ 611 Ilk Fire Prevention Structural DETERMINATION OF COMPLETENESS: (rues., Thurs.) Incomplete ❑ Structural Review Required Approved with Conditions REVIEWER'S INITIALS: gmd tO Planning Di �vision ❑ Permit Coordinator DUE DATE: 04 -04 -06 DATE: DATE: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ LETTER OF COMPLETENESS MAILED: Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required DUE DATE: 0502-06 ) Not Approved (attach comments) u/ Fire ❑ Ping" NV ❑ Staff Initials: J' REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: v et dwatm 4 Ain A c.lwc4,w 4 re„icS Summary of Revision: Received by: fig 40 Eta AYE C74447 Fi —('. i If REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: SITE ADDRESS: a 11 S I REVISION LOG PERMIT NO: _�,, V L 6 Lv ORIGINAL ISSM DATE: 12f (please print) (please print) (please print) (please print) (please print) City of Tukwila Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Co Date: 3I I Sl O' Plan ChecklPennit Number: M 7� V) I I ` ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # X Revision # ' after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: II +OC / aid 2-+Th" CT- wtogi, ) Project Address: 31 12 S . 14(14 Si � * i o i ta_, to 4 c=t 8I co?) Contact Person: hA arl f I IN P. CAACL VI ey Phone Number: 1j 25---3 2 ' C I zB Summary of Revision: r g Cli lS F2 COQ s Crl n /1/43 b rctw i vtq S Qv0 Sfrft c-rftrr4.t acct e..c tan on)s Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: (rJ h • Entered in Permits Plus on 03//5/07 a appbcatian\onns- apphcatiau on linc4evowon submittal Crested: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: irttp; / /www.cttukwila.watts Steven M Mullet, Mayor Steve Lancaster, Director RPrEnto diV OF TUKWIIA MAR .15 2007 REP - - Project Name: VoiceStream Project Address: 3118 S 140 St Sheet Number(s): it Z City of Tukwila \applicabons\fomis- applications on line\revision submittal Created: 8- 13-2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http.• / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 11/ Z Z/D(o Plan Check/Permit Number: D06 -1 16 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 3 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Contact Person: fYt4O€t - 1IW - CAA /pi Summary of Revision: k4A15 h—Eu 56D I D CIi»'✓r1 I SSr DA) "Cloud" or highlight all areas of revision Including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on If ((nl0(0' pun PLC APp&avEO Ai Pz4v,uju, A 0 Steven M. Mullet, Mayor Steve Lancaster, Director Phone Number: 925 3 Dig CITY RECEIVED TUU LA NOV 2 2 2006 PERMIT CENTER Date: I l I / CAC• Entered in Permits Plus on City of Tukwila Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: VoiceStream Project Address: 3118 S 140 St Contact Person: M ROU-t t'IE 0 - 1 4 v' �n t� `^ 7 Phone Number: y 4 � 2 --S +� • 3 167 (o ' 0 / (k 2 & Summary of Revision: tTE2- F2� I�A-Q�A F&i5 4t 'A) P/t it ,L of v4 Mrte cwvgD ct attr ekb/P- / I/Mt r IS 14Pf t[e4k5T E f copi“) Sheet Number(s): Nbl "Cloud" or highlight all areas of revision including date of Received at the City of Tukwila Permit Center by: A A ii/ ML \applicationsVorms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Plan Check/Permit Number: D06-116 Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED CITY OF TUKWIt A NOV 032006 Pt.HMITCENTER Date: iD /I /DL City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: httn: / /www.cLtukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ Response to Incomplete Letter # Response to Correction Letter # I ❑ Revision # _ after Permit is Issued /� a Revision requested by r L4nrNl CrYlerk1 Project Name: T. M 4 Ct /h ILI - r)q- Qti taR 744 Project Address: 3 (1 S' S. I q bit-I 31 Contact Person: WI 400- Ms cuorf Fob' 4 4 tone Number: at yZS 3 yo . 01 LS' ,� , Summary of Revision: .311244 t. Pk PD12fl aEV i 5E M it) 2&P&Lt ' DES-16/0 ,tluiP � A� PLAA.ryo Lerrni lSS, o-03 Sheet Number(s): F- rt4cTO .- ?.r(7t r5 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center b Entered in Permits Plus on 101 r► I oci tapplicanons forms- appltcanons on ltnekevision submittal Created: 8 -13 -2004 Revised: Plan Check/Permit Number: DO& - f t b Steven M. Mullet, Mayor Steve Lancaster, Director crryortunwiu OCT 1 9 2005 PERMIT :rep License Information License SGCONCL944PJ Licensee Name S & G CONSULTING LLC Licensee Type CONSTRUCTION CONTRACTOR UBI 602526486 Ind. Ins. Account Id #1 Business Type LIMITED LIABILITY COMPANY Address 1 12201 NE OLIVE DR Address 2 City KINGSTON County KITSAP State WA Zip 98346 Phone 3609089707 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 10/11/2006 Expiration Date 10/11/2008 Suspend Date Separation Date Parent Company Previous License SGCON "07 I K8 Next License Associated License Bond information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #1 CBIC 635343 01/10/2006 Until Cancelled $12,000.00 10/11/2006 Business Owner Information Name Role Effective Date Expiration Date DRAKE, GARY W PARTNER/MEMBER 10/11/2006 DRAKE, SANDRA C PARTNER/MEMBER 10/11/2006 Look Up a Contractor, Electric an or Plumber License Detail Page 1 of 2 ' % Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must mamtain a surety bond or assignment of account and carry general liability insurance. • • • • • • • https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= SGCONCL944PJ 12/13/2006 F� Permit No. Plan review approval Is subject to entm and ontlsslota Approval of ccnstruction dos mwft does not aut XNW the violation cf any accep-oed cam or ordinance, of approves! F1c,d- cf�� a/nd, ' itlons LS ad�o�wled9od; �1- vU BY /• y q 77-r LW Cate. _/ /D� 7 City of Tukwila BUILDING DAMOiN ; no changes shall be made to the scope c7 war', without prior approval cf Tukwila Build"hng Divis "M. MOTE: Revisions will require a new plan submittal and may include additional plan review fees. • BECE{VED CITY OF TUKWitA PERMIT CENTER REV CO�iDLION E CODE APR 5 200 MILITARY & 27TH ��oF� -�W „� 3118 S 140TH St pu�,�,pI,NG PIVI5IQN TUKWILAo WA 98168 ITE NUMBER: SE3551 C 'FV1S10NNU`1__ LATITUDE 470 28'42.1311 N LONGITUDE 1220 17'32,5&'W 7P 0�.w 11� VICINITY MAP PROJECT TEAM PROJECT INFORMATION PROJECT DESCRIPTION DRAWING INDEX 1 B1 •.�^ -•�� I _ K:±:� .. 27 ' 5 '- (! i �+1„f .i _.! ^++ J J 1 l -. ..! I•:,�: •�.Z�,.- 4Y ;•• : �j( i{ Y .. :`+i :r:•+�•, { [ 11 -I .::.. NoSth', ?:j - I---- c5� ):,s:,.: , +j -spy '"'_ -•� "y .: °'•� •••"`.•""" I :� '•)••i l,:i,1' ; ;.: ;�, V. ,.`'I• t.�` :.. °�• ''° •` 44' _•" •Q • :'` i1611TR� .. �'1• �.' 'jl�`.: :�X•1_ n'". :,•; •:::Ei::. "`'•'::L.+•j''• ;i .. � ; t.: t'.Ci: ;:u�l•• , • • •, 1 . r a 4::. ,1l.:Y ;ill,, '' :•'':: x ) 1 "I y� �_ I I x• P f. t 1• J! rktx, " ;:�.: ,y :1 ?5.`:T'`.. i• �� `�• �_ I .� i• CO' U` �.: ==': ^� • -•J , ,.� , `: ^ +• "`J �• �, 99931111 r`' ( v 'u '4' *' ,� % M• .jI L.' "• �' i+� _ `t ���llliiiMMM�i I I �s r .�•T- .T. -1.�' $1 §6�•, ..1,1..,._. _.� t. ;•,..�vBrl�° -.n r d'• . ;.F µ .DON 40th Str._T. . 1 \ 1. 1i1A, *99�68� ' •� �,� f \I i j�-7 .,�'< .•„_ -a " r` " �• J •.' - • t : I•. �.r,..,,_ L 'I _ r "$• 4Wh •-. __- ��, .:: J�� Lp I ... {' - ._•._.. _ r •,.. :, FDSI l._,- ._.._.........rS' S1_.ti.�_._...._� ^^ �• � •,4 -` -'- L - -� --- ' •^ I •� j S "'I'••"'• I // -� I ... ... ... .G:✓ •,n.. �� l .. CONTACTT,RE CONTAOTINFOMUAATION WFB8I9 UN8TAFFED AND RESTRIOTEDEWPMENI WLL BE USED FOR OfPROMOING PUBLIC RADIO RainsPORTHE PINP09E aFL'itENADINti PUello Ctd.LUTAi, SERVICE. T• MOBILECERTIFIESTHATTHISTELEPHONE EOUPMENTFACIITY WILL BE SERVICED ONLY SY T•MOBIE EMPLOYEES AND THEWORK ASSOCIATED W ANY EQUIPMENTCANNOTBEPERFORMEDBY ITH HANDICAPPEDPERSOM T {KSFACRDYWLLBEFREOUENTED ONLY BYSERVM•E PERSONNEL FOR REPAIR PURPOSES. PURSUANT TOTHEAMERIGWOVTHDpB rtEeAOTpOAAPPENOB SEOTION4.11.( 6x0). THIS FACILm1S EXEMPT FROM THATAOT. NO POTABLE WATER SUPPLYLS TORE PNOVIDEDATTWS LOCATION. NOWASTEWATERORSOLEIWABTEWB .LBEOENERATEDATTHO L T•MOBLE MAINTENANCE CREW (ONE PER8011)WILLMAKEAN AVERAGE OF ONE TRIP PER MOWN ATONE HOUR PER TRIP. MONOPOLE WITH eTa EnuP49Nr S lAS'•8'c18-0"fENCED HALFVAUl7 MONOPOLE, WITH ST COLLOCATED IN A V.V I FENCED FV DWO DRAWING DESCRIPTION PROPERTY RNERTON PK UNITED METH CH OWNER: 71118140TH ST TUKWILA,WA88188 T -1 1111E SHEET 0.1 OENERALMOR58 Mt "REPLAN PROGRAM 1440"0.9 R: L 2CMRASWERO INV NORTH CREEKPMM'N 80THELL.WA9901 OFFICE 9•. 9083611.9192 coN9Tauc11DN T.L1oSa9 PROTECT TAI IRISH MAt1AGER: 19110 NORTH CREEKPKWYN gpTHEU„WAf11011 A4.1 ENLARGED SRE PLAN A-2 PROP08E06ITEElEVATION A-0 BTB EGN NT PLE ODETAILS A{ pEHERM.pETM,B Aa KW VAULT DETAILS A•6.1 HALFVAULTELEVATIONS L8d LARD SISTVEY MP ELECITSCALSIMPLAN CONSULTING ILA THOMAS, P.E ENGINEEN: 780780THAVENE MARYBVIl1E. WA 99210 MOSLEM:206t81.1186 ZONING INFORMATION Ed ELEORKCALGROLMDINGPLAN BRE NUMBER: 8996610 LV ELECTRICALOROlNDN00ETA1L8 SITENAM& MRITARY627R1 E{ ELEQiRIG1L0ETAlla SITE T-AWSI E ACOI118TTIOM ELJORNMURFIN 19107 NORTH CRERKPKWY N 900T7HELLLW 911 0,' SITE AODNIEBBI 91118 /18TH aT WA96,6B SF,, a" RFMALS PARCELM: t1290Wta ClARENTZOMNO: LOS GOVERNING CODE: 2009 ba BULDNOTYPI: - DRIVING DIRECTIONS . ZON1Na MAD�ELNECHANEY 10TH NORTH CREEK PKWYN 90TIELL,WA111011 42544"IM CODE COMPLIANCE APPROVALS SITlTYPk tBa7AFPEOTF1iCOMFACLITY vnovERTYOMIIER FROM Ti00SILE SOTNELLA OFFICE 1. TNc. R..p (LEFT) ana I.4T6 (F4D61 Mnbra 24A 2. ROW mftdrr4.4 bS"131.1 3 Tum RIGHT omo P4M (WAM 1Sw -T.oM WQ 0.J 4. Keep RIGHT Io Ingon RSAIp (WA49I WA49N) 40.1 0. K"P LEFTS Wy 0n R.mp (WA0N) <0.1 L IWp RIGHT to MY on Amp (S, 154th St I WA49 N) 40.1 7.BuNRIOHT(E..I)=9V1, 1m SL MMnkwaft Iylum LEFT (NOM)OObSR49(M,Ymu00W ONO 1A 9. TUm lEFT (Nh4Q onb87101h CI0.4M1�RRALRI��OO� ARRIVE 71198140TH ST DISFANCE:22MLE9 APPROXIMATE TRAVEL TIMe 72 MINUTES AILWORKANDMA7E11W .t8►WLSHPERFOISIEDANONSTALIEDN AOCORDA "W11HTNBaRREWMTMBOFTMRXtOMM CODES ASADOPTFD SYTHE LOCAL GOVEIINNOAUTFgMT m HORMIOON THESE PLANS IRS TOSE CONSTRUCTEDTO PERMIT WORK NOTCONFORMINO TOYHFAE CODES: 2003 INTERNATIONAL BUILDING 000E 2009 NTERNATKNIALRESIOENTW.CODE 2007NTERNATIONALMEpINACALCODE oiLY) 54 -NATIONAL FUEL "S CODE (PROPANE INSTALLATIONS OIN A��LEFIEDPETROLEUMDOCODE"MANE 2003NT .""i WLLFlRECOOK 2007UMFORM PLUMBINOCOOE 20M NATIONAL ELECTRICALCODE 2003 NATIONAL ELECTWC SAFMYCODE LOCAL SLMONOCOOEORDINANCES ANSIITIA 1EIA- 222 -F NI'PA401- UFESAFIETYCODE T•MOiIIIPOAI: DATE: RFEIDNECIt OATII LEGAL DESCRIPTION cormRUCnoN: DATE: A88R9,IIA1E0 PER ACCESSOit RECORDS: 9226 FT OF6996 FT OF WE 1140E 8E 1/4 Tow WIFT OFE2211TOFB200 FT LESS 00 SO ZONING; DATE, 1FJ18N0: DATE ENOINEER910: DATE: 1 CALL 9 WORKING DAYS BEFORE YOU DIG 1 -800- 4245555 UTILITIES UNDERGROUND LOCATION CENTER (ID,MT,ND,OKWA) Ba1A0•Ie0 MWOA[!N OA1CL•,Rlpl 1UM1'/.RII w[pM4uingKawY 1N 1WG1V•oAWi flRfOR9.11HIN AAIIR.1116 tq1N Al AV.,191011DNIOOOIbVS9 MMO1NMe901H1MNQV0N �,�!h,�,B12�, ���,, ��. ���° �. ���3�. IiI, 1�. 1�. i�, 4h��' ji�6; Jx v. SI=1872,• 9I6 bIl Ell Zll 0 I6 l� ;1 • I8 I�w Ig I5_: Ib IE IZ I�• Sol II �nlllln nnluu InllII IlnliuJ iinllnl nnlul�.�iiiliiu iiiiluu unliiii iiiiliui iiiiliiii iiiiliui uiilfiii iiiiliii► iiiiliii.i T • •Mobile• 10007 N0*1110N P'RfY M SOTNtLL. MA SS011 O /ftOlt IIQB) 833.7800 -PNOJWr INFORKAT11M MILITARY ill 27TH 883551C 3119 9144 ST TUKMUN WA 39/99 LNI9UE0 FoRI BUILDING PERMIT jRMSI ON R18TCRYt N.. OATa DESCRIP7p1111 MY7 m, QOL1312007 MNORREV "JT MP QM2=7 �A NT W MP p1170V200'7 MINOR REV BJF MP Q1111=1000 MINOR REV 84T MP 01nV= ADOEDWIRVEY BJT MP Q1n60009 " Jr MP BIA�LDNOPE RNMr Qj 811=1008 MINOR REVISIONS OJT MP Q12l19A006 ISSUEDFOR20NN0 IT MP PLANS PREPARED BVI B. J. THOMAS, P.E. 7607 BOTH AVE HE MARYSVILLE, WA 88270 206.651.1106 :DRAWN M CNK. SYt =APPV. BY, ....ew. AAL BUT AM T4IOSILE ANTEMNS COLLOCATED CHAN EXISTSIQBYAGL STEELMCMWOLE WITH STa EOUPMEW IN A r4r x l .W FENCED HALF VAULTLEASE AREA DONOTSCALBDRAWNGB. CONTRACTORMUSTVERIFYALL DMENNOFA ADADMOE CONSULTANTS OFAMY PJSIORS ANDOMISIONM. ALL PREVIOUSg1UESOFTHBOWIWNG ARKSUPERSECE08YTHE LATESTRIEVISION• THE WORMATION OONTANED N TIN SETOF OOC MM IS PROPRKrARYSYNATUrae. ANYUNORDNttOSURS OTHER THAN WHICH 18 RELATED TO NAMEDCLENT 18 STRICTLY PRIMISREDi. :DMWINO TME9 TITLE $MEET T -1 GENERAL NOTES: t. ORIAWIHABARE NOTTOSESCAL�. WRITTEN DMAENSIONSTAKEPaEC EDENCE.TIIB BEroF 00015AENTg Is IN TO EEtIaEDFDR HIAMALBATIOPURPODEDONLY. IINlE88NDTEDOTHERWISE THEOlNlML CONFRAC RACTORYl600FEOF VNOIIKINALL INCLUDEFUIVB6FMN0 ALL LN7ERAl,6,EQUPMENF,LASORAIAANY REQUIREMENTS OEEAEDNECl6SARY10 COMPLETE N7TAWTION AS DESCRISFA N THE ORAWNOBAND OWNERTI PROJECT MANUAL. 2. THE CONTRACTOR ISRESPONSME FOR ALLDIMENSIONSAND STANDARDIZED D [TAILS THATREOURE MODWICATWIS DUE70ACRW. FIELD CONDITIONS AND REOUIREMENTa MUSFOESUBMTTEDTOANAAPPROVED BY, 74AMI.E WIRELESS REPRESENTATIVE PRIOR TO STARTOF WOK & PRIOR TO THE SUSMIBBION OF SIDE, CONTRACTORS INVOLVED SINLLVISITTM JOB BITE70 PAMIUARDf STRTCOa � FO BC NUOIONVMWITH THE CO�IRACTDOC DOCUMENTS FIELD CONDITIONS CC WRMYMTTHEPROJECTYHLLIEACCOMPLONEDASMKWN. PRIORTDPROCEEDRAWRHCOgSTRUCTION, ANTERADMOLSWONB,ORDISCMPANOM SHALLSEBRMIOIRTOiHEATTEN110NOFTIE ARCHnECT1EMNEER VERBALLY AND N WIRIrN4 & THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION ToPROCEEDVAM CONSTRUCTION PRIOR TO STARTING WORK ON ANY REM NOT CLPARLY DEFINED BY THE CONSTRUCTION DRAW INGSICaNR1AcT DOCUMENTS. L THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECTOESCRISED N THE CONTRACTDOCULENTS. THE CONTRACTOR SHALLBE SOLELYRESPONSIBLE FORALL CONSTRUCTION MEANS, METHODS, TECHNMOUES, SEQUENCES, SAFETY, AND PROCEDURES FOR COORDNA79NO ALL PORTIONS OF THE WORK UNOERTNE CONTRACT, S. THE CONMACM SHALL NSTALLALLEQUIPMENTARD MATERIALS ACCORDING TO MANUFACTLMUMENDOn SPECFNCAT'MUNUMS NOTED OTHERWISE OR WMERELOCAL CODES OR ORDINANCES TAKE PRECEDENCE 7. ALLWORK PERFORMED ON THE PROJECTAND MATERIALS INSTALLED SHALL BE IN STMWACCORDANCE W11H ALL APPLICABLE CODES. REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVEALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES. REGULATIONS AND LAWFUL ORDERS Of ANY PUEUCAURIO R"Y, MUNICPALAND UTILITY COMPANYDPEDIFTCATLONS, AND LOCALAW STATE JURISDICTIONAL CODES BEARMA ON THE PERFORMANCEOFTHEWORK M. GENERAL CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE, A FULL SETOF CONSTRUCTKINDOCUMN1115 UPDATED WITHTHELATEST REVICKWNVOLVEDWIMTHE PROJECT. THIS SET ISAVAUD CONTRACT DOCUMENT ONLYWTHE TTRPSHEETLB STAMPED N REDINKTM CONWAUCTI OWANDEACHSUCCESSNESHEETBENRBTHE ARCHITECT&ENOINEERS SIGNED WETWANP. fL THE CONTRACTOR B RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINOTOAMAGE. BREAKAGE. COLLAPSE, ETC. ACCORDNOTOAPPLICABLE CODES. STANDARDS. AND GOOD COMMOTION PRACTICES. 1& THE CONTRACTOR SHALL MEETALL OSHA REQUIREMENTS FOR ALL INSTALLATION& 11. THE CONTRACTOR Wall BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTINO MWITIUCTANANOREpAIR ALL DAMAOESTOBETIER TWINNEWCONSTRUCTON. THE CONTRACTOR SWW.NOTIFY THE CONSULTANTOF ANY DAMAGE To THE BUILDING SIRS OR ANYADJACENT STRUCNRES AROUND THE PROJEW. THE'r4JOBILE REPRESENTATIVE WALL BE SOLEANDFNAI. JUMAST07HEOLWLRYOFTNEREPAREDCONSRUOrON .ANY AOORIORALMODY'ICATANSWHICH MUST BE MADE SHALL BE MADE ATTHE CONTRACTORS EXPENSE. 12. WHERE NEW PAVING. CONCRETE SIMWAUKB OR PATHS MEET EXISTING CONSTRUCTION, THE CONTRACTOR SHALL MATCH THE EX'STM10 PITCH.GRAOE. AND ELEVATION SO THE ENTIRE STRUCTURE SHAD. HAVEA 5400TH TRANSITION. 11 THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS. WALL, CEILING, OR OTHER CONSTRUOTIONAS REOWREDTO GAIN ACCESS TO AREAS FOR ALL MECHANICAL, PLUMBING, ELECTRICAL, OR STRUCTURAL MODIFICATIONS, WHERE7NE EXISTNOCON67RUCTION DOORS. PARTITIONS,CEILNG, LrM,ARE TORE REMOVED. MOOF111MORREARMNGEDORWNERE THE EXPOSED OR HIDDEN MECHANDA, ELECTRICµ, 6YSTEWARE ADDED OR MODISED. THE GENFRALCONTRAO'TOR SHW.LREPAR, PATCHAND MATCH ALL EGBTNO CONSTRUOTIOMAND FNISMOO'AU.FLOORBWALLSANDMING . WHERE CONCRETE MASONRY CONSTRUCTION LS MODFED .THE CONTRACTOR SHALL MOTH 9NALLNEWCOMORUCTI0N TO MAT;%HIMEXIM49OND. WHERECONCRETE CONSTRUCTION IS MOD"A THE CONTRACTOR SOUL VERIFYTHE EXACT DETALS TO BE USED FOR CONSFRUCTIOI ALL WORKSKALL BE COVERED UNDER THE GENERAL CONTRACT. 14. F CONTRACTOR OR SUBCONTRACTOR FINDITNECESSARYTODEVWTE FROM ORIONAL APPROVED PLANS. THEN ITN 7"E CONTRACTORS AND THE SUBCONTRACTORS RE8POMISILIlY TO PROVIDE THE CONSULTANTMARH N COPIESOFYRE PROPOSED CHANCES FOR HIS APPROVAL BEFORE PROCEEOINGWITH THE WORK N ADDITION THE CONTRACTORAND SUBCONTRACTORS SHALL BERESPONSBLEFOR PROCURING ALL NECESSARVAPPROVALS FROMTHEBALDINGAUTHORITES FOR THE PROPOSED CHANGES SELOREPROCEEDWGWITH THE WORK THE CONIRACTORAND SUBCONTRACTORS ALALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM SWUM AUTHORITIES DURING THE EXECUTION OF THE WORK. 1& CONTRACTORTOPROVIDEA PORTABLE FIRE ETOMM ER WITH ARMING OFNOTLESST HAN2.AOR2VA10BC WITHNISFEEYTRAVEL DISTANCE TO ALL PORTIONS OF PROJECTAREA DURING CONSTRUDTDK 1L THE CONTRACTOR SHALL PERFORM WORK DURING OWNERS PREFERRED HOURS TO AVOID DISTURBING NORMµ BUSINESS. 17. SEALALL PENETRATKNS 7HR000N RRSRATED AREAS WITH U.L LISTED OR FIRE MARSHAL.APPROVED MATERALSAS APPLICAMETO THIS PAOILRY AND ORPROJECT SITE. I& CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY LOCATES. SQ E000HO, COORDHATNG SPECVLLAND BUILDING DEPARTMENT INSPECTIONS. 1& CONTRACTOR SWILL BE RESPONSIBLE FOR CONTACTING AND UTLADNO ORIGINAL ROOFING CONTRACTOR AS REWIRED TO MAWANANY EXISRNO ROOIiNO WARRAM. 20. ROUTING OF ALLCONDUfM CABLES, CABLE TRAYS ETCARE INDICATED AB PROPOSEDLOCATDNOM.Y. CONFIRM THE EXACT LOCATION AND ROUTING WITH THE ON SITE T-MOBILE CONB7RUOTDN MANAGER PRIOR TO STARTING WORK. CONCRETE NOTES: I. ALL CONCRETE WORKSHALL BE N ACCORDANCE WITH THE Act 701, ACI SISAND THE SpEdRCATION CAST.INPIACE CONCRETE. I. ALL CONCRETE SHALL HAVE A MINIMUM COMPIESOIVE STRENGTH OP71IM PSI AT2SDAYS UNO. S. REINFORCING STIBELGHAU CONFORM To AMA 6114 GRADE 40,01EFORMED UNLESS NOTED OTHERWISE WELLED MIRE FASRp SHALL CONFORM TOASTMA iSS WELOED STEEL WIRE FASRICUNLESS NOTED On*RWW- SPUCESCLASS 'HAND ALL HOOKS SINLLSE STANDARD 1N0, 46 THEFOLLOWNO111NMAIM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UHLESIISHOWN 07THWR[! ONOMWIA61 CORNMCA$TAOAWMES M .aN.00NMMEXPOSEDTOENLTHORWEAnWA W AND N. Sa AND SMALLER S WWP......ttl2 N. L A Wr TROWELED RADIUS SMALL BE MLOVKIEOATALLE XPOSEDEDOESOFCONCRETE UNO. HOLES TO RECEIVE EXPAN90NWEOOE ANCHORS SHALL BE 115'LARDER N DIAMETER THAN THE ANCHOR BOLT. DOWEL OR ROD AM SHALL CONFORM TOMM RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE MWHGa .AVOID CUITINtDUSTINO REM WHEN DRILLING HOLES NTHE ELEVATEDIRAIL & *WALLATKINOFCONCAETEEXPANSM WrtDOEAt=DP SHALL BE PER MANUFACTURER'SWRITTEN RECOMMENDED PROCEDURES. 7. FLOATSURPACE 04ALLSEA SMOOTH FINISH SURFACE SHALL BE FREE OF ALL OBVIOUS DEPRESSIONS, SURFACE SHALLBESLOPEDAT2 XTOPROLATEORAMMAWAYFROMEOUPMEW. SITE WORK NOTESs 1. RUBBISH. STUMPS. DEEM STICKS, STONES AND OTHER REFUSE SHALL W REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 2. THE SITE SHALL Be GRADED M CAUSE SURFACE WATER TO FLOWAWAY FROM THE POS EQUIPMENT . TOWER AREAS,MDADJACEW BUILDINGS. & NO ALL OR EMSANKMENFMATERLAL SHALL BE PLACED ON FROZEN GROUND. FROM MATERIALS. SNOWOR ICE SIALLNOTSE PLACED N ANYALLOREMBANKMENT. � THE SUBORADE SHALL SE COMPACTED AND BROUGHTTOA SMOOTH UNIFORM GRADE PRIM TOTHE CRUSHED STONEAPPLICATKN. 6. ALLEXISTNO ACTIVE SEWER, WATER GAS, ELECTRIC. AND OTHER UTILITIES WHERE ENCOUNTERED N THE WORK, 6FALLSE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL SE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILISE& CONTRACTOR SHALL PRDVIDEBAFETYTRAINNO FOR THE WORIONOCREW. 0. ALL EXISTING INACTIVE SEWER WATER OAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTIONOFTINEWORK, OPUSEREMOVEDMDSHALLSECA PPW.PUMWOROTHERWUD%CONTMAIEDAT POINTSVMICHWILLNOTNTERFEREWRH7HE EXECUTION OF THE WORK. SUBUECTTOTHEAPPROVALOF ENGINEERING. 7. THE AREAS OF THECUSTOMER'S PROPERTY DISTURBED BY THE WORKAND NOT COVERED BY THE SULDNG, DRIVEWAYORCRWHED $ME."UBE ORADED TOALNIPOtRMSLLPE. FERTILISER. SEEDED,AND OOVEREOWITH MULCH AS SPECIFIED N THE SPECIFICATION LANDSCAPE WORK & BEDDING MATERIAL FOR UTRJTYLNES, CULVERTS AND PIPING: CLEAN SAPID, MEDDM TP COARSE. SUB ROUNDED NATURAL RIVER OR BANK SANG, WASHED. FREE OF SILT OR CLAY, LOAM, FRIABLE OR SOLUBLE MATERAIS.AND ORGANIC MATER; GRADED IN ACCORDANCE WITH THE FOLLOWING GRAN SIZE DISTRIBUTION: SIEVESIZE 0/5' PERCENTPASSING t00 NO.UMESH 60.60 NCLBMESH 045 N0.16MESH 0.25 NO. 100 MESH 0.2 NO. 200 MESH 0.2 B. IMPS FOR TEMPORARY EROEMNMDNWA71ON CONTROL SHALL Be IMPLEMENTED PER LOCAL CRY OR COUNTY GUIDELINES AND PER PLAN IF APPLICABLE. ABBREVIATIONS AD MO AF8 ALUM AS NOITIONING SYSTEM REVIEWED OMPLI�N E CODE loLs APR — 5 2001 CHAINUNKFEHCE X X X X CEDAR FENCE POWER —• P p — TELCO T POWER/TEL00 TIP TIP TIP TIP OVERFEADCOAX —OHC Cm OHS. OHO OOAX ----OOAf----COAX -- COAX -- OVERNEAOPOWER "--ON— OH ---'OH ON CENTERLINE REVISION BUD Q DETNLNUMBERL� ^1�11,t!� EIhYATIONVILW BIIG RECEIVED CITY OF TU14N1LA PoF...ET'IAR 15 2007 11LEVAl1I0N EL 0'•0" DETAILNUMSER OETAILSUG 6HEETNUMSER SF.OTDN BUG DETALNUMBEFt SREET NUMSER Inchl I I 1116 I 1I I I I I 2I I I I 3 I I I _'E}I':,;0 .I . I .�'" L 51 1 I 61 WESTCOT"T� 1I y i Slncel8p,l r t IS .. iliiiI4 li i LIE iilfiii h iil► � iwol 1 i Mill ii ii i 111.1 To - •Mobile• lff07 N011711"AM PKW7 N rOTIWLI.' WAlml ORN6/ W" SM7011410 PRO,IROT iNP011NA ?IOML MILITARY & 27TH 81125510 31 It 6 140TH N{T TIIKWILAF WA 94168 1"ULD FM BUILDING PERMIT "Illmo1OH HINTDRYT r Nw DAM D[SCRIPTTONI CHIT. A►PM, Sri 6Ys , 00116/2007 MINOR REV. BR MP Q07gNlOOT REVEOUPMEHF BR MP LOCA110N Qj ilJOO!OD7 MNORREV BR MP Q11112f 5 MINOR REV BR MP QONISl2000 AOOEDBURVEY BR MP A VIM= FOR ISSUED FOR WT UP PERMIT Q2/1012005 MOMAL ISDNS SJT MP Q12R9R005 NSUEDFORZONNG BJT MP LPLAIn PRF.PAUD DVt B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206.851.1106 =DRAWN YYt CHILL •Yt =APPV. DYL: AAL ma AM TAMOBILEANTOWS COLLOCATED ONAN EXM7M SYAOL STM LMONOPOLEYRM BTS EMWMENT IN A V4*x 1S-0r FENCED HALF VAULT LEASE AREA DOMMOCALEDRAWNOS. CONTMCTORMUSTVELfYALL DSIENWM AND AMW CON W LTANiB OF ANY FJg WM ANDOYSSIONM. ALLPREYNXISNRJEBOP'THISORAWMNG AREBLAFRS DEDBYTNELATESTFiEVNIDN, THE INFORMATION CONTAINED IN THIS SET OFDOCUMENTS IS PROPRI[TARYSYNATUFIL ANYLMEOROSCLO SURE OTHER THAN WHICH IS RELATE) M NAMFDLIENTIS 67RDTLY PROHBI, = DIIAWM UTM GENERAL NOTES Gol- jj 4 iae5t..1.. .L.. FAI VICINITY MAP NOTTOSCALE PAREn NUYNTRt MAG NAIL MINOR REV ELEV.= 361.75' 1826"" - ED FOR BJr MP effAL1MNHL71Ntr # 10 . T 8" 7 I UJr MP 3049166 o" LMOOOO���',NOFee1NTOWWiFTCPSM"OF 182 11nvm�E m"mFtEV WT MP QOYnWODB � LIT MP 4 $11512000 WT J EULWWPEFWT Q0n0R000 MINCRREWSKM f.IT MP Q722P2005 188UEDFORZONINO W MP I •4 10 Q GRASS I ''• (E)UIE.ITYPW.ETOEEUm1mD •'" R F"1C1 STELCO"`"CE—\ CONC. PAD o° W /DOOR(TYP (P1 t• WO ELEcmcxcCNotxros Rli 1 ( r tWTELECOMMCONCIATTDLP.! G .MFORTRENCHOETJULB) / 5 1 CHURCH r BUILDING h� ------ - - ---� 0) + LA LOA r 00 \ 1 N 0 ' \_�_ VAC UNITS �� r \ fp 23 49 52 — G �T E \ \ YTILECOM wacsym PLAYGROUND I r AC j82 �� '•I: K" APRNACYELATE (E) PUraaWNO / I' M oD:e•! l i \ L0'T # off# 'fPx b9169 ' I• � \ 18 WALLS \ �• LANDSCAPE nn 1 � ( NIDFI STS MONOPOLEwr I ' Co, • A T4!OEILEANTENNA8 IN A . �•• -'-- >— .— .1..��• \ \lPI(04•RMLPVCcomcONDUT6d \ (SEE ENT, M FOR TRENCH DETARA 1 Lj :' \ \ \ \-6- 1 F36� \ 0� \ \ \ 182 CE44 LATITUDE LONGITUDE \ POSITION \ \ ROPOSED MONOPOLE I OCATION 4 r 1 CD 1 o \ � \ 0 \ DS18 00 I I M E v _ _ S`8944'13" E 189.35 p-- \ S 140TH ST — OVERALL SITE PLAN 2W495ALE: r.w . \ 7147 SDALEt 11-40• ` M • N •I Y `` Inch 1118 1 2 .. " '�iSleliVllO F" V i.t SW91872" �'• ���iiilnn�uiiliiu��niliiu� .iinliu`i�iiiiliiil�iiii I,I�I3lfl IIII'I''I�'rAf 'I�I�'I''11�1151'L'�111���'l.l 6 +': 4, 61 x .,I smrti�dwi+wally� kFIH'I'"fiT.h..?i': 9 5, b.. 6, Z l wo tu 0 F CJt6i M W .Z v U- ol a a '. ' 2" STEEL POST (TYP) .GATE• SITE BENCHME oTR4' icn I Of Tukwila I t }Z *NG DIVISION SECENED CITY OF TUIQA11LA- MAR 15 2001 I T • •Mobile - .low IIDII1110REEtt PILMTV E 50"N L41NAffgt OAIDE 1!M ~W PROJECT NIFORMATNINt MILITARY & 27TH SES551C 0111 S 140TH ST TUKWIL•A, WA "In ISSUED Fans C F-BUILDING PERMIT j'REVH(H/N HISTORY Na DATES DEECMPUON1 CHIL APPV. .Y/ m Q0.1nwm MAG NAIL MINOR REV ELEV.= 361.75' zUT ED FOR oTR4' icn I Of Tukwila I t }Z *NG DIVISION SECENED CITY OF TUIQA11LA- MAR 15 2001 I T • •Mobile - .low IIDII1110REEtt PILMTV E 50"N L41NAffgt OAIDE 1!M ~W PROJECT NIFORMATNINt MILITARY & 27TH SES551C 0111 S 140TH ST TUKWIL•A, WA "In ISSUED Fans C F-BUILDING PERMIT j'REVH(H/N HISTORY Na DATES DEECMPUON1 CHIL APPV. .Y/ m Q0.1nwm MINOR REV RUT MP Qova=" BJr MP LROECA ILtA0 7 MINOR REV UJr MP Q 11nvm�E m"mFtEV WT MP QOYnWODB ADDEDSLWMY LIT MP 4 $11512000 WT MP EULWWPEFWT Q0n0R000 MINCRREWSKM f.IT MP Q722P2005 188UEDFORZONINO W MP 'PLANS PREPARED SYt S. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 88270 208851.1106 DRAWN fft CNK. RY1 ="W. Wt: mm on AM T.LIOELE ANTENNILS CDLIACATEO OMAN EWTNOOYALLL OTEEL MONOPOLE VM UM MAPM6NT INA 0'•8•a I-I FE14CEDNALPVAULTLEMAREA. =DRAWING INFORMATHM DONOT00ALEDRAWIN" CONTRACTORMULTVERMYALL DEKNEIDNE AND AMM IDONEU.TANTE OF ANY ERACM ANDOLMEIOt1E. ALLPFAWM NSMOFTIMDRAWND ALESUPERSIDEDDYTIELATIE STREVWON. THE NFCAIMTION CONTAINED N THS 89TOFOOMMOM RE PROFREiOW KY NATURE. ANY LNEOR OMCUNKM E07M THAN WHICH RELATED TO WA110CLEW RE =oRAwIon Irma,: SITE PLAN LDRAV"NO NUMSLEIIt A -1 I CHURCH BUILDING (a) emlaIND ONCRETE PAD f 1 f PLAYGROUND 1 f / (E)PLAYGROUND 1 / 1 / l / VVICKCONOWALL" PROPOSED LEAS: AREA LOCATIO -0'AtC -0•T•IIOBKErTMICKCONC / 'r �•" � -- .� _ � � \ / NALP•VAl1LTT8ECOMHIA8CA110N / (P)4•WIDEMANCIATE Lv0MW/CCHANUWFENCES T ► ,r \ / T ► ^,• T ($9EGKr.M1,oETAN.1q \ - T ► T ► .� T } // ....► +..L. ►.. ► �. ►- T•- '- ►•"'T— ►- •'T� ►'- '•'T —r —? — ► —T• -- -- -- ,I- / / ' ( (P)r WOELeamoA.Oomurmpas / p..„ (P)rLVOTeumommcONam7sUA A: / .ems• ,, I (SEE SM. M FOR TRENCH DETAA.S) (p) r4mou IIIIUTY HPRALIP7 / / ~� -{ �-+ "' +''„"�� •"� t'-0' _ _ .�. — .... — -,., �. ... — _ — .� -.' i / / -� MAIL BQXES 1 , I 1l. ASPHALT I (%ef'NION STEe1.140NCPOlANT I r T AMBINAS(rypOF>) f 1•- REVIEWED FOR CODE COMPLIANCE TAU) \ APR - 5 2007 \ City Of Tukwila � ©JNG DTN/TSION sscervmf \ CITY OF TUKWI A"' ' MAR .15 2001 \ ENLARGED SITE PLAN SIX178CALE: SW 1' jlijl ;iIILIIITIiIIii�IIIIIIiIi III�'I III,�III ��I�T�Irll �i�1�1�IIIIIh 11h 7�� �Tl ll '4 ' 51 1 1 61 I' Inch 1116:. 1I 2I ; 3I: ` JllrlJl 1 ® t'h i�� i�r'weA a��idl�ki S1nu18p,. t s 7 it to �Yi( r rrvry 1 fi�A 4P . K( +,6' IILI. III�IIIIIIIII�IILIIIIII1IIIIIJJ .II I lllll. III�I_ IIIIIIII�LIIJridiIIIIIIIIIIIIIIIICf imllllli l lllllllll�lllllllll�lllllllll� ,lll.11.: T • •Mobilem low ISM IIGISSR pmm N m"MILL. MA SS01/ MHO! MEN SSiT'800 Pmwr INFOIINATmt MILITARY & 27TH SE3551C 3110 B 14M OT TUKWRA6 WAUIU 114811160 FM CBUILDING PERMIT 1111INNIOH BISTMs rM.. OAT6 OpoRIP, us Off• MM• A- D111&= N010RREV ear Np QOmmw7 � MEIrt err P) KEY 1/dp w MNORREV a- Llp Q1U112me MNORREV &M ►P QOW184000 ADDED 6URVEY SJT M f� / 166UED FOR r, •x, �• ., . :'��'I: •... .•'�. :; ..:. I 01) TLIOEILE 878E (SEE 8WR. MT FOR / . t .,. ,:•1. ,i is �' (, \'w.� '� :� A I / 12" ••'i:"� h:;'•::S•:+'' ''�''' ; •r ,� `L�4• 2 ` (E) rI CONOWAI STEEL POST] ;.,. :• .. 7.: I t . 'r• •�L.f ..•; �,. .f 7.4�;• ..t,.•.'t�t,'r•• •'•t„ �.r.: �,� ;,; .;, ; : ,; .;,�. ;•' �f •.u., ..�ri:• �' "',1'• ".%••f•.'OQ ..:,�t 16' (ta1 DEC1`NUOTREEE I ETAINING I t 2 ` (E) DRABS LAWN tpsun Z `;' WALLS 1 1 •:CONCRETE' ,;,.: (, .'' ='' "" -`•''� : \ 1 ROPOSED MONOPOL ,';�,.,.•,:; , '•L • •'t:f •c'�'' LOCATION ,.•;(.'1: n.��y '.i.. .ST,h • ` �O\ O AX ( 8 QTR O TR LP.A _ CNX — COI — OO1 Da� \\ TREE DRIP— LINE \ \ Irr \ \ MAIL BQXES 1 , I 1l. ASPHALT I (%ef'NION STEe1.140NCPOlANT I r T AMBINAS(rypOF>) f 1•- REVIEWED FOR CODE COMPLIANCE TAU) \ APR - 5 2007 \ City Of Tukwila � ©JNG DTN/TSION sscervmf \ CITY OF TUKWI A"' ' MAR .15 2001 \ ENLARGED SITE PLAN SIX178CALE: SW 1' jlijl ;iIILIIITIiIIii�IIIIIIiIi III�'I III,�III ��I�T�Irll �i�1�1�IIIIIh 11h 7�� �Tl ll '4 ' 51 1 1 61 I' Inch 1116:. 1I 2I ; 3I: ` JllrlJl 1 ® t'h i�� i�r'weA a��idl�ki S1nu18p,. t s 7 it to �Yi( r rrvry 1 fi�A 4P . K( +,6' IILI. III�IIIIIIIII�IILIIIIII1IIIIIJJ .II I lllll. III�I_ IIIIIIII�LIIJridiIIIIIIIIIIIIIIIICf imllllli l lllllllll�lllllllll�lllllllll� ,lll.11.: T • •Mobilem low ISM IIGISSR pmm N m"MILL. MA SS01/ MHO! MEN SSiT'800 Pmwr INFOIINATmt MILITARY & 27TH SE3551C 3110 B 14M OT TUKWRA6 WAUIU 114811160 FM CBUILDING PERMIT 1111INNIOH BISTMs rM.. OAT6 OpoRIP, us Off• MM• A- D111&= N010RREV ear Np QOmmw7 � MEIrt err up 1/dp w MNORREV a- Llp Q1U112me MNORREV &M ►P QOW184000 ADDED 6URVEY SJT M Q�, 4 166UED FOR W NP e=ftQPERA" Q7! vm W"REWmm WT IAP Q11!?SrM UMWFMZDNNO SJr Mp `PLANS PRNPARFA BY: B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 88270 208.851.1106 DRAWN WTI CW- BY1 AM. Ws ML BJT AM T•MOWIEANTENNAS COLLOCATEDONANEXt MSrAOL STEEL 1IOIIDPOIE WITFI ETA EDUSMEHT NA N-rx *.Cr FENCWHALPVAULTLlASEARGL DRAWINGINFORNATNNU OD NOT WALEORAWNO0. CONTRAOTOITMATVERIFYALL OWNIROMANDADYRIECONKLIN TTICFANYERRORS ANDOMNIOHO. ALLPRENOIJO m" OFTHIS DM1M10 AREMP9NENDSY THE LATSSTREVR101L TTIE WORMTIONCONTMISDNTIMUTOFOOCU ENTS19 PROPRETAYOTFNTURN. ANT UM OR OSiCLMM MIERT) W1 VROM IS RELATED TO NAAEO CUMM OTRRTLYPRON 171 DIIAwINO TI�Ll1 ENLARGED SITE PLAN �DRAwING NUNBFItL A -1.1 I Inch 1118- 1 2 i )xjr$TCOTT® s 1'. Slnce1872*° ` ! � ,drip 96 til EL ZL. 6l'' 0P, TIT III I i I I i^I511 I1 �, ll�l. i1 6 V401, '�. Tmm M •Mobile - 1SSO7 NOATIIOMm PKWV N OOTIMLLLI WA IN011 :Pnmaf INFORMATION MILITARY & 27TH SE35510 3119 6 14M 9F TUKWILA, WA 961" :NISURD Fops BUILDING PERMIT :RavmsnN HISTORY: Mw "m OESCIOV O OYMOV MOMFtE 03MZ D7 MVEODU AM= MNOR RE QIIHMN MNORRE QONIMN I ADDEDSt Q MJts" =UEDfl SUt1DNG Q311==! MNORRE Qt7/tW2006 I68UEDfl :PLANS PREPARED B4. 8. J. THOMASI P.E. 7607 80TH AVE NE MARYSVILLEP WA 98270 206.851.1106 :DRAWN OYt CHIC- XYI =APPY. SYt_ AAL I SIT I AM tnwt�wawn T-WKE AMiEMMBCOLLOCATW ON AN EMOTPIC 5TAGL STEEL MONOPOLE WITH OTS EOUVUENT N A &-r X MW FENNO NALP VAULT LEMAREA :DRAWING 11111MINATIONt OONOTSCALEORAWN K CONTRACI0RYIWWAFYALL OW N04ANDADVtIt ECOMNILTANIOOPANYERKM AND OMENONIL ALL PREVIOW WM OF THE ORAWNO ARE SUPER6(OSOOYTIE LATEST HEMU . THE FORMATIONDONTANEDN7HOSUCPD000ME ISE PrAWMARY[YNATLOL ANYUOEOROWCtDtM OTHER YTHAWHCH 0 RELATED TO NAMED CUENTE :DRAWING TITLEt SITE ELEVATION MRAWNIG 14UM�ERs A -2 EQUIPMENT ISOMETRIC VIEW M N.TB. PURCELL PPC PLWiN- PROVIDE OHM TO LEVEL NDXNULTRABITECABWET PLWn1mP)- PROVIDE 8NW870 LEVEL O . • PLWMANCNDII UrX 11:• r- UrREDlp'MBLEEVE ANCHOR ITYIq • � e r31 BTS EQUIPMENT PLINTH DIITAIL t/ N.T.B. /'-2-1 EQUIPMENT CABINET ELEVATION N.T.B. REVIEWED FOR CODE COMPLIANCE j— APR ° 5 2007 -- �--- __ -- - -- �i�raf�"ilkwil--�_ BUILDING DTVT�l -ON I I PURCELLPOWER - NOWAULTRAMTE NOIDAULMMITE I CABINET CABIIET CABWET ra ---->L I I Lj I I MEWED I CITY OF 71.1110AIILA „�,�,,,, II MAR 15 2007 �� SERVICEC — ------ ---�1 I• L_ - - - -- ------- - - - - -� . SERVICE CLEARANCE PLAN M N.rB. Inch..... U16'' iT f S\Jl j .. IM 187s" M Zl ' I 'I LIIIIi1b I1II1 I IIIIlU1 11 L lII'I' I L�i` tI ib li l6 lz l ; "I 311�II'���il�f. 1i�iii�IiIIIiS�'�� ^�I>>�ll�� iilli` nillli�illllinliiillluiliiii�iliiluil�llillllii�liill flllllllllll�IluI�I,IIIII � i • I T - NMobile- 11101 MOMMOIIaN: /MNIY N N07fAL1..MAMN1 0lPIO! M� SB�7S0N PROJlOT INPDRMATNMIs MILITARY & 27TH 81=51C Mill •14 Mwr TURMIILAr WA "M LIMUND FM CBUILDING PERMIT 1111VII110N HISTORYs r Nw DAM NNOW"IM em Am. NYr irr Qp BY1mm mrmFEV BJT MP QD&wr007 RONCA SJr MP 7Q UJCIJOfT MNOR REV BJT NP Q11113rAM MNORREV BJT MP M AODEDSURVEY BJT MP �� WNDFOR BJT MP MLONOPEP UT risOfl1S 7l1fJ 08 YNOR REVUpONS NJr ,4/Y9M MUEDFORZONM BJT MP "PLAN! PREPARED AYs B. J. THOMAS, P.E. 7607 BOTH AVE HE MARYSVILLE, WA 98270 206851 -1106 DRAWN "I Ctm •YL :APPV. wt: AU I MIT I AM T -MMILE ANTUVW COLLOCATED OMAN l*oTNO BYAOL STEEL MCNOPOLB WRN BTB EWrMENr N A ra-. M-0' FENCED NMF VAULT LE'MSE AREA, DRAWING INFORMATIOM DONOTBCAMORAWOM CONTRAOT W-WVERIPYAIL 0&%WWNB AND ADVNE OONM WM OF ANY 0FlWW ANDOMM100.ALLMr MN"J0CFTM0RAWW AMSUMSS MIMNOLATENTREVIMML THE NL►ORMATICN CONTANRD IN T W N NET OP OOC WIMO IS PIpP1NETARYNYNATWIE. ANYIISEORDMClOSU11E o1N�lTW W MICH a REAM TO WJM CLIENT 18 •TIIIDTLYPROWFAM DRAWING TITIM BTS EQUIPMENT DETAILS DRAWING NUM/ERs AN3 FINSH (TRM P NATCH SLOPE 0, UDIS111RSE0 NATIVE BON. COMPACTED BACKPLLPER WW" M1140 COMPACTEOTOMWOFBS% MAX UNITWrAS DETERMINED BY AMU 01687 UTILITY WARNING TAPE DIRECT BURNED r PVC ELEOTRICN. CONDUITWW RADXISSWEEPS PIPE ZONE BEDDING PER YMOT 003. ?) COMPACTED TO MN. 051A OF MAX ITWTAS DETERMI EDGY ASTM 01557 Q ELECTRICAL SERVICE TRENCH \MJ N.T.S. FNIBH GRADE OR AO PAVING MATCH SLOPE THICIMSS OF EXISTING UNDISTURBED NATNE SOIL COMPACTED BACKFILL PER WSDOT 8.03.140 COMPACTED TO MN UNIT WrAS DETERMINED BY ASTM 0155! UTILITY WARMING TAPE PIPE ZONE SEDDWG PER WSOOT 843.12(3) COMPACTED TO MIN. 85%OFMAXUNtT WTAS DETERMINED BYASTM D1567 (4)4'OPVCCOAXCABLE CONDUITS (1) rO PVOCOAX CONTROLLER CABLE CONDUIT /'4-"N COAX CABLE TRENCH M N.TS. FINISH OMDEOR AD PAYING MATCH BLOMTMXMGSCFEXSTNG 24• MIN. UNOWUNSEDNATNESOIL Ar Ar 4• COMPACTEDBACKPBI PER WBDOT W)� �% DETERMINED X. UNR 4' ASTM D1567 AlIr UTIL11YWARNNGTAPE DIRECT BUR NPA r PVO T BLE PHONE CONDUIT(2) a PAIR DROP, PIPE ZONE BEDDING PER WSDOT 803.120 COMPACTED TO MN. 95% OF MAX UNIT Wt ASDETERMNEDBYABTM 01567 2 TELCO SERVICE TRENCH M N.T.S. 0' OD STEMWALL AOI.IiEKi 1TA13 �((� REOU7E0 FOR M MN, ABOVE FIN ISH GRADE 4•PE)F PIPE W/ DRAW ROCKTYP. EACH WAY T•MO13LEAMNNAS I'• "iN•A•„� '.:'Y " ry4witj•� +('i.j.415 y.�. (SEESHT.RF2FORDETAK.B) -I WCONPACTEDAGGREGATE TO85%MAX UNIT WEIGHT PER ASTM 0=7 2S0DPSIOONCRETE NO SPECIAL INSPECTIONS REWIRED [1 EQUIPMENT SHELTER VAULT SECTION A•4 H.T.S. NOTE.'YA DIAGRAM REPRESENTS ANTENNA SECTORS ONLY AND MAY NOT ACCURATELY REPRESENT THE ACTUAL POSITIONING OF THE ANTENNAS MOUNTED TO THE POLE. 24 MN FINISH GRADE OR AC PAVING MATCH SLOPE THICKNESS OF BASTING POSTDIAMEM FDOTNG!!IZE UNDISTURBED NATIVE SOL 'rri�}rti= Q03/02rIDD7 _ •r_ COMPACTED BACOUPHIWSCOT 80114(3)COMPACTMIOMNUNITWr r •r AS DETERMINED BY ASTM 011567 SERVICE LIOHTWRNH TSERANDOUPLP.X UTILITY WARNING TAPE — DIRECT9URIEDrPVOTEL000ONCUR VDIB• RADIUSSWEEP8 Ilm RECEPTACLE I PIPE ZONE MI2(3)COMPACTEDTOM %MAX C1NIN4.NKFABRICS70 WINVOOTTOMOFFABRIC UNIT WrA80ETERMNED BYASTM 01667�� 151? MIN F / `QNopE°TOR COMPLIANCE SHARED ELECTRI Al rl�d�nufrn AND TELCO TIEING AODEOSUAVEY N.T.S. APR - 5 2001 , ANTENNA COVERAGE SECTORS M N.T.B. NOTE L2) V SLIDING GATES DESIGN BY FENCE CONTRACTOR City NOTICE- es�e>r- ��sY�sz m. uN t SE3551C Cr�•�`� STtsNana MILITARY &27TH • NO T/CE 4 r......r CUM ALIIMMAYMPORNORM ■C w.�.rw�.� IKiKEARfAO/AK10WAf �\ r • ur.rw+r.wrnr�..rrw.r. • 41rT.Iwru4.4•. • /.rrMwW MM.•. • IIf.14..Y1r.4- .wM11M.r..w /g1 SITE SIGNAGE DETAIL M N.T.B. NOTE: TAN COLORED PRIVACY SLATS REQUIRED r MAX TOPSAIL 200AMP ELECTRICAL POSTTYPE POSTDIAMEM FDOTNG!!IZE iN x314• BTfH ETCHER BAR SERVICEPANEL Q03/02rIDD7 TRUSS OROUIR ON W/MUSHROOM BANDS BJt MP SERVICE LIOHTWRNH TSERANDOUPLP.X OEIAIERCAl10N POINT SYANOARDrO ROOAB REOVtRHO FENCEPOST(TYP.yss CHARTBELOWFORSCH 14WUNIBTRUT• ATTACH AS REOUI)ED RECEPTACLE GALVANIZED STEEL PIPE C1NIN4.NKFABRICS70 WINVOOTTOMOFFABRIC MP AS ATEACHASREQUIRED BIT TOUCHGROLND QWIISr2m .Niel AODEOSUAVEY 0 PNASTCUNISTRUT 4�-T'-4r- w PERMIT TENSION WAREAT MP BlUMOIING ENDCAPSTYPICAL AL13rt008 MNORREVISIONS TRANBIENTVOLTAOE SU:GESUPPRESSER METERBASE STANDARD r 0 GALVANIZED STEEL PIPE WEST SIDE OF COMPOUND (gam H -FRAME UTILITY EQUIPMENT M N.T.S. EAST SIDE OF COMPOUND SHIGHOATEIFENCE RMWM,II\Ie/..ewfwO110.liMMM.IOB POSTTYPE POSTDIAMEM FDOTNG!!IZE I NOTES: MP Q03/02rIDD7 a uietl4.r\ »w000wtw w�nnl.w�. A0"i"01u...wrm C BJt MP L�ATIOt io FENCE DETAIL M N.TS. 5 61 i i 1111-2 3 i• �; Inch 1118 1I I I; 4I I SNnce18pr. ' is Ir, � E .�. �.... .9 5 ° . ti Z 5L 46 E6 Z6 6L�. O'5 �i�aiiiiIIiI iILn iiiI iiiiliiiiiiiiii�IC ilfui�iiiiliiii�iiiiliii .��. FOOTING WN1 ?GROWN; SEE CIMATSELOWFORSQESD . FENCE & OATS NOTES: 1. OATS FRAMS•1•RP OD, TOP \ BRACE R0,1414WDID. SCHED40 ABTM. M 2. FABRIC BOA COREWIRE SIZE r MESH FABRIC; FABRIC TO TOUCH ORAVEL BASE. A TEWIREi MINIMUM II GA. GALVANIZED STEEL 4. BARBED WIRE: NONE REWIRED 5. GATE LArC16 BMINOING GATE LATCH: VERIFY WITH PRGNECTMANAQEA RECEIVED CITY OF T[WILi MAR 15 2007 PEFiNrI t;L,� T - •Moblle- ISS07 N011117l10RSSK PMNII N 1101141911.4 WA 210M I :PRMOT UIFORMATM: MILITARY & 27TH BEW51C 3115 S 140TH ST TUKWILA, WA "166 :ISSUED F0R1 BUILDING PERMIT :REVISION HISTORYt N4. DAM MCNIPT101h CHI' AM. ,m Q031S200'7 MINOR REV MIT MP Q03/02rIDD7 BJt MP L�ATIOt Q1730rw MINOR REV BIT MP AS MNORREV BIT MP QWIISr2m AODEOSUAVEY BIT MP Q11115I2008 PERMIT BJI' MP BlUMOIING AL13rt008 MNORREVISIONS BIT MP Q1?l2NV m I ISSUED FOR ZONING BIT MP ;PLANS PREPARED RYs B. J. THOMAS, P.E. 7607 BOTH AVE HE MARYSVILLE, WA 98270 206.851.1106 DRAWN RYs CHK. RY8 =APP�V. fft: —AAA RJT I AU T�IOBILEANTENNAS COLLOCATED ON AN EXULTING STAOL 61E9. MONOPOLE WITH BTS EQUIPMENT IN Af4P. IV-W FENCEDHAU VAULTLEASEAREA OO NOT SCALE DRAWINGS. CONTRACTOR MUBTVERWYALL DMENSIONS ANDAOYISE CONSULTANTS OFANY VARM AND OMISSWNL ALL PREVIOUS ISSUES OF THIN DRAWING ARESIAERSEOEASYTIELATIMIREV9M THE INIF MATIONCONTAIN EDINTHISSETOPD000IENTSIN PROPRRTARYBIINTURE .ANYUSBOR01SClOSUNE OME RTHAN WHICH IN RELATED To NAMED CLIENT 18 STRICTLY PRO"WEDL :DRAWING TITLES GENERAL DETAILS A -4 (SEE STRUM aeatwTES: ALL F"MRCEMENr CARSMM" SHALL SESIZED"UNLESSNOTEDOTHEf WME. HOrJWWAL RESAR SPACWO WRHW HALF•VAULT SIDE SNALL SE 1 r oD. if C3i HALF-VAULT SIDE VIEW (EAST) �1 HALF-VAULT FRONT VIEW (NORTH) Ad 2P.Sr1N:ALE vr•r worecALE; iw r 9rx3rSCALM 1/r.l' trx1TSCAUb, 1R'�1' _i r r r OWN 1I�i !�i�i�i�i�i�2lil�i -- _�V1_I}li3ll�l�l fj� 4��i��I�iS1I IJ. Inch 1118 .. 6 r .�N c-„' ( .� .� r. .. 6. .. .... 1 uj_l� • �°• .1 •*� 1`�+, �tt�ii +ri K n1H)'"�i'C t»°r . .. i ' . 1 Since ES7a,. 56 bL E6 ZL' L�. �iiiiliiii�iiiiliiii�ri ui i [III 11.1il i����i�l,��i��: RECEIVED. CITY OF 7UKWILAL MAR 15 20071 r'E ,`1'1'1" CEilTER T • mMobile• 1CCO7 MCRTNp1ECR No' N tiDT11CLL� WA SM11 OCFIC[ (�) SMTACCO PIMUCT INFORNATIONt MILITARY A 27TH SEMI C 31 to i 140TH ST TUKWILA, WA 911111SS ISSUED FOIIs CBUILDING PERMIT REVISION NNITORYt DAM momp"ORe CM AM. m m "PLANS PREPARED 6Yt B. J. THOMAS, P.E. 7607 BOTH AVE HE MARYSVILLE, WA 98270 206- MI.1106 DRAWN SYt CM NYt_ APPV. BYE: AAL I BIT AM WAOSI E ANTENNAS COLLOCATED OMAN e7OSiWO SSAOL STEM. MONOPOLE VAT11 M EQUIPMENT IN A IT%& x W-W FENCED HALF VAULT W.8F AREA. DRAWING INFORMATIONt DONOTSCALEDRAWINN, CONTRACTORMUSTVEFWYALL DIMENSIONS AND ADVISE CONSULTANTS OPANY EWN7Ri AND OM MONN, ALL PREVIOUS ISSUES OF THIS DiAVIWG AM SUPEfE®ED SYTHE LATEST REVISION. THE WOR IATIOMCONTAI ED IN THIS SET OF DOCUMENTS IS PROPMARYSYNATURE. ANYWEORDHIC OSM OYNE11 THAN WINCH 4 RELATED To NAMED CLIENT 98 IIII'm LYPRON/RED. DRAWING TITLEL HALF VAULT DETAILS DRAWING RUN "I Am5 CmS= M mmV Bdf MP Q OW02=1 REVEOUIPMENT 89 MP LOCATION Q1R10OSDT MINOR REV w MP S 111134A OS MWORREV Wr MP Q0lIILVSO06 ADDEDSURVEY &a MP & GRIEDFOR w LIP BUILDING PERMIT Af1wm MWORREWSIONS w MP Q12129AM ISSUEDPORDONMO CJT MP "PLANS PREPARED 6Yt B. J. THOMAS, P.E. 7607 BOTH AVE HE MARYSVILLE, WA 98270 206- MI.1106 DRAWN SYt CM NYt_ APPV. BYE: AAL I BIT AM WAOSI E ANTENNAS COLLOCATED OMAN e7OSiWO SSAOL STEM. MONOPOLE VAT11 M EQUIPMENT IN A IT%& x W-W FENCED HALF VAULT W.8F AREA. DRAWING INFORMATIONt DONOTSCALEDRAWINN, CONTRACTORMUSTVEFWYALL DIMENSIONS AND ADVISE CONSULTANTS OPANY EWN7Ri AND OM MONN, ALL PREVIOUS ISSUES OF THIS DiAVIWG AM SUPEfE®ED SYTHE LATEST REVISION. THE WOR IATIOMCONTAI ED IN THIS SET OF DOCUMENTS IS PROPMARYSYNATURE. ANYWEORDHIC OSM OYNE11 THAN WINCH 4 RELATED To NAMED CLIENT 98 IIII'm LYPRON/RED. DRAWING TITLEL HALF VAULT DETAILS DRAWING RUN "I Am5 HALF-VAULT SECTION 2A X3r8CALE: 1m•1' 1 rx 1rwALE: 1K' • P a z r 0 T•MOBILE COMPOUND (NORTH SIDE) Ad 2CX3r GALE: VlC•r It' XIrSCAUM iN'•t' I i�l I I l i l l i l l j l l l l i l l i l l i l 'I" ,I l i I.I i l l i l I I{ j l 1-�l, ..i•1 -I� T I -►1� - I-{Tl1- {1 -1 -t_ 1 l�l':l� il' Inch 1118 1l i I 2l I I 3I: 61 S111ce1872 *• 5ll bll Ell Zll (I(' 011 Ig , Ig IL "' I9 I5- Ib I£ IZ Il wol II J.III�IIII IIII�IIII IIII�IIIJ .Illl�lll.l nllllln Ilnll.11J1)Ilt�llll IIIIIIIII 11111111 lulll►II IIII�IIII IIII�IIII IIII� {�{� IIII�IIII IIII�IILI . Ro REVIEWED FOR CODE COMPLIANCE City Ofruic - BUIL-DINC DITI /NmNi RECEIVED CM' OP TUKWILA MAR 15 2007 r ERi' 11 r �•�'i- f. T --Mobile - I=" NORM== PION. N /oT RL,1NAMDT1 ornoE Wsl "11.111100 PROJEOT INFORMATiONL MILITARY & 27TH SE3551 C 0113 B 14M ST TUKMLA, WA "I" ISSUED FOIE LBUILDING PERMIT REVISION "ISTORYM Na tTAM DESOMI'THTNt OWN. AP". ST$ "I FOR PLANS PREPARED RYM B. J. THOMASP P.E. 7607 SOTH AVE HE MARYSVILLE! WA 88270 206.851.1106 CDRAWN BYT CNK. SY$ -P.M. Bye AAL BIT AM LICENSUREt ,.Y oM m r'� pmmm BREW EQIIIPMENTt T•AtmwAYrENNAsCOLLOCATEDONANm nwwAm SIEEL LIONOPCLE WITH STS EOUB'MENT PL A V-Wx 18'-0' FENCED HALF VAULT LEASEARFA DRAWING INFORMATION: DONOTBCALEDRAWO , C0IT RACTORMtIBTVERWALL DIIR NSIDNB AND ADVISE CONSULTANTS OF ANY ERRORS ANDOMSSOM ALLPREVIOUSISSUESOFTMORAWNO ATESWERSEDEDDYTHELATESTREVISM THE OrCIVIATION CONTAHM IN THIS SETOF DOCUMENTS B PRUPISiTARYSYN11TUIM ANYUMORDgCLASURE OTHER THAN WHK34 N RELATED TO NAMEDCLIENTIS STAICTL.Y PROHIBITED. DRAWING TI M HALF VAULT ELEVATIONS DRAWING NUMBERS Am5ml 0 07H612007 uwoRREV BJT YP Qi o2rov2oar� io�cAE elt MP Qt/JOR00/ YWONREV 8Ji MP Qnn,reoae NaLOR REV elr YP Q0x11MtD08 ADDED SURVEY BJT YP Q41612008 BJT YP BUB.OINO PERYR al2nao6 uNORTL6VIBbNS Err MP Qz 12/2YI2006 I66vEDFaazoNwD E.rT uP 7IAX 0"s GRAPHIC SCALE » .» (d F69T ) L 4»T, - 60 IL SITE LOCATION Inch 1116 1 2 Since 1872,• FF, IIU. III�IIIIIIIII�IIIIIIIII�lllll .IlllIlllllllll�llllllildu LEGAL DESCRIPTION LEGEND Aft THE EAST 225 FEET OF THE SOUTH 695 FEET OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER of SECTION 16, TOWNSHIP 23 NORTH, RANGE 4 EAST. W.M., IN KIND COUNTY, WASHINGTON; 166^'•' � � — - — RIGHT -OF -WAY CENTERLINE VEGETATION LINE CHAIN LINK FENCE � FENCE AND ALSO EXCEPT ANY PART IN ROAD, � -- -- RIGHT -OF -WAY LINE 160 iI12f I 1°� ----- — ADJACENT BOUNDARY LINE Q• FIRE HYDRANT EVERGREEN TREE CE -CEDAR DF- DOUCRAS -� ^— SECTIONAL BREAKDOWN LINE IN GATE VALVE .� \b DUNCANSON I 6► BURIED POWER LINE 0 BURSA GAS LINE ciowm Arcs THE PLAN. OTHER EASEMENTS OR ENCUMBRANCES, IF ANY, MAY AFFECT THE PROPERTY, BUT LAC( SUFFICIENT INFORMATION TO BE SHOWN. 01 OVERHEAD TELEPHONE LINE 106wjn&& �4&ft141 N'r/4 AiAirwfllN NO EASEMENTS OR OTHER RESTRICTIONS DISCLOSED PER REFERENCED TIME REPORT. DT BURIED TELEPHONE LINE /M•r A7ASNA1/1 >�. >teAt�cusY I \ 0T TELEPHONE VAULT a MAIL BOX �} 1. ODS12 ` 12' STEEL POST •,tti+..• I c TELEPHONE RISER IL GRAPHIC SCALE » .» (d F69T ) L 4»T, - 60 IL SITE LOCATION Inch 1116 1 2 Since 1872,• FF, IIU. III�IIIIIIIII�IIIIIIIII�lllll .IlllIlllllllll�llllllildu LEGAL DESCRIPTION LEGEND Aft THE EAST 225 FEET OF THE SOUTH 695 FEET OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER of SECTION 16, TOWNSHIP 23 NORTH, RANGE 4 EAST. W.M., IN KIND COUNTY, WASHINGTON; SUBJECT BOUNDARY LINE EXCEPT THE NORTH 300 FEET rMoFN - — RIGHT -OF -WAY CENTERLINE VEGETATION LINE CHAIN LINK FENCE � FENCE AND ALSO EXCEPT ANY PART IN ROAD, � -- -- RIGHT -OF -WAY LINE 1w TYPE CH- CHERRY ----- — ADJACENT BOUNDARY LINE Q• FIRE HYDRANT EVERGREEN TREE CE -CEDAR DF- DOUCRAS -� ^— SECTIONAL BREAKDOWN LINE IN GATE VALVE EASEMENTS a OVERHEAD POWER LINE DUNCANSON TILE FOL1 OWWO EASEMENTS FROM THE REFERENCED TITLE REPORT CONTAIN SUFFICIENT INFORMATION TO BE DEPICTED oN 6► BURIED POWER LINE 0 BURSA GAS LINE ciowm Arcs THE PLAN. OTHER EASEMENTS OR ENCUMBRANCES, IF ANY, MAY AFFECT THE PROPERTY, BUT LAC( SUFFICIENT INFORMATION TO BE SHOWN. 01 OVERHEAD TELEPHONE LINE 106wjn&& �4&ft141 N'r/4 AiAirwfllN NO EASEMENTS OR OTHER RESTRICTIONS DISCLOSED PER REFERENCED TIME REPORT. DT BURIED TELEPHONE LINE /M•r A7ASNA1/1 >�. >teAt�cusY DOLLARD V BURIED WATER LINE NOTES >a ro BURIED SANITARY SEWER BURIED STORM DRAIN 1) 7, TITLE 2 INFORMATION PER TITLE ORDER N0. 810738, ISSUED BY PACIFIC NORTHWEST TITLE COMPANY, DATED DECEMBER 7, 2008, -- -- — . — DITCH LINE/FLOW LINE • . • ...... • , ........ ROCK RETAINING WALL 2 FIELD WORK CONDUCTED IN SEPTEMBER. 2006. 3 BASIS OF BEARING: WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE (NAD83). 4 UNDERGROUND UTILITIES SHOWN HEREON, IF ANY, WERE OELINEATED FROM SURFACE EVIDENCE AN UTILITY COMPANY RECORDS. CRITICAL LOCATIONS SHOULD BE VERIFIED PRIOR TO DESIGN AND CONSTRUOIiON. • • • • • . — — —• VEGETATION LINE CHAIN LINK FENCE � FENCE DS- DECDUOUS AL12 —TRUNK DIAMETER ON) MA- MADRONA g H$ BARBED WIRE/WIRE FENCE TYPE CH- CHERRY TRANSFORLIER Q• FIRE HYDRANT EVERGREEN TREE CE -CEDAR DF- DOUCRAS M LIGHT STANDARD IN GATE VALVE FIR HE- HEMLOCK rem, PI -PINE ® POWER VAULT ® WATER METER EVC- EVERCREEN IN UTILITY BOX A FIRE STAND PIPE SITE DETAIL TEMPORARY SHED SCALE: I" . 10` I 0 UTILITY POLE E— POLE GUY WME M CAS VALVE O CATCH BASIN, TYPE I O CATCH BASIN, TYPE 11 a SIGN 0 CAS METER DOLLARD CONCRETE PAD 0T TELEPHONE VAULT a MAIL BOX �} 1. ODS12 ` 12' STEEL POST •,tti+..• I c TELEPHONE RISER .2U21 SPOT ELEVATION PLAYGROUND I CHURCH I BUILDING NOTES 1) ALL ELEVATIONS SHOWN ARE ABOVE MEAN SEA LEVEL (AMSL) AND ARE REFERENCED TO THE NAVD88 DATUM. 2) ALL TONER. TREE AND APPURTENANCE HEIGHTS ARE ABOVE GROUND LEVEL. (AC.) AND ARE ACCURATE TO :h 3A� OR # 1a: OF TOTAL HEIGHT, V440MVER IS TREE LEGEND DECIDUOUS TREE AL -ALDER PROPOSED LEASE MP MAPLE i.LI AREA LOCATION DS- DECDUOUS AL12 —TRUNK DIAMETER ON) MA- MADRONA g H$ TYPE CH- CHERRY EVERGREEN TREE CE -CEDAR DF- DOUCRAS / ^ FIR HE- HEMLOCK rem, PI -PINE EVC- EVERCREEN �HEKiHT AGL IF. MEASURED NOTES TREE DRIP LINES ARE NOT To SCALE. TREE SYMBOLS REFERENCE TRUNK LOCATION ONLY. TRUNK DIAMETERS HERE APPROXIMATED AT 3.5' TO 4' ABOVE �} 1. ODS12 ` 12' STEEL POST •,tti+..• GROUND LEVEL. TREES SHOWN ARE FOR REFERENCE ONLY AND OTHER d.CT4 .:'.,, 'R z (• TREES AND VEGETATION MAY POST. ■ O 0 ■ ■ l� ■ v f,aJ.tt}yT{ �iJ i �• 0512 RETAINING d- ?�`'° �,1 g; r,or�vk W&LS �l SITE INFORMATION = rPROPOSED Mme- '"T \ \\ ` TAX LOT NUMBER 1823049162 ~ w Z LOCATION , \� ` �TE ADDRESS 3118 S 1 0T WA 98188 0' I ` I•IJ• \ TREE OLUP -LINE \ PHONE NUMBER MIKE 398 -7593 N Z MAR' BOXES ASPHALT \ ZONING CLOT AREA 2.121 S F.(2.04# AC) C 8 �_ N to M I' PROJECT AREA N � LATITUDEAONGITUDE POSITION A GENE SITE LOCATION COORDINATE DATA AT PROPOSED MONOPOLE LOCATION: N uj W ,. NAD 83 NAVO 6B LAT - 4778'42.13" N ELEV.- 367.2 FEET < Z �+. �*• LONG - 122lr32.56' W BENCHMARK t'PSCORS STAATIOR J X NGS - 2 DR$ W W S 136TH ST rp, IRE ».� �. ,..,, 1n w ^ °M ELEVATION! DERIVED USING CPS ACCURACY t� ^V I MEETS OR EXCEEDS to STANDARDS AS DEFILED ' S 140TH ST »�»� ON THE FAA ASAC INFORMATION SHEET 91:003. IT I ,�I, 8, L. 9 5 £.. iZ I lii�lii�i„ Ib il�uiiu1ui� lfi�� ►iiiliiii16. l" 1_ SURVEY REFERENCE 1) RECORD OF SURVEY, RECORDING NO. 20050701HIP9. 2) KING COUNTY . SNM' AP FOR SE BOUNDARY DISCLAIMER THIS PLAN DOES NOT REPRESENT A BOUNDARY SURVEY. SUBJEOT AND ADJACENT PROPERTY LINES ARE DEPICTED USING FIELD -FOUND EVIDENCE AND RECORD INFORMATION, CAUTION! UNDERGROUND UTILITIES EXIST IN THE AREA AND UTIUTY INFORMATION SHOWN MAY HE INCOMPLETE. STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ONE -CALL UTILITY LOCATE SERVICE AT LEAST 48 HOURS SUM STARTING ANY CONSTTTUCTION. 1- 800 - 424 -5555 i I � I UTILITY SERVICE (Krum PVC CONTROUM MW TO BC P— P— P — P — P — P— P *P v + I *� .0 F —L. oe I P P— P-- P— P— P L I---------------- X' I I Lx — x — x —x— (P) V WO PVC ELEOTRICALOONOWS EC (SEE EH'�T A- 11FFORRR UIM-0) UnLRY POLE P — T P _ P— P— P— P— P— P � I u IT x if I �FJX llCOAX I X UTILITYSERVICE 14FR1AMEANDFAl11PAIENT (SEESHT.MSOETA♦L1) v ... / ^(Ml*U/GPVCFOATE=an IULT E Ti1A6R8 I l f2TE SUPPORT X Qoo���_ I - X- X_X- X- X_X_xJ (P)(I)CUIQPVOCOAXCONDURWLRki / (PTr UIG PVC CONTROLLER CABLESDLF.! (EEESNf. M1.1 FOR aOtITII10 �i �� PANEL SCHEDULE CIRCUIT CIRCUIT A B colompwm PURCELL �p , . RECEPTACLE 9 A& ELECTRICAL SITE PLAN ltd SCAM 1 ?.r 11.1713CAM IW-r REVIEWED ,� NCE CODE CO VS'rn„PPx"n .l� NPR - 5 2001 of -TLjk\Wa o�ITSCOR C°" � 8�ILIDIN aU1T0.1T V0FROCE ELECTRICAL NOTES= 1,ALLREATRICAI WORKdHBLILBECOMIREfEONACCp1gWCEWIIHITHEU1ESi EDITION OFTHE NATIONM. ELEO'TRMAL CODE ANDANY LOCAL, QRYOR COUNTY CODES THATMAYAPPI.Y. 2. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL. CODE. A S CONTRACTOR REaPONSELE F011 PEMSTTIIO, FLNOS, NSPEOTIONB Alp TEET010 A 11EGUgED By THE PERMTTTIIGAURDRRYANO TMOBLE. 4.1NIDEROROUID CONDWSH1ALLSE RAID FOLWINVLCHLORIDE CONOW, ECIEDULE 40. TYPE 1, CONFQIIANO TOULARYLU SS1, MAMIFACnMED BY WESTERN PLASM OR CARLON. ALL BEIM SHALL BE3VWNMUMRADIUS. IL WNTMC70R SHALL FOR LOCATION OF UNDERGROUND SERVICES, BERYICELOCATOM TO SE CONFIM EDPMMT000NBTMICTION, 5. ALL EQUIPMENT. WIRING. AND MATERIALS MUSTHAVE AULLABEL 7. CONTRACTOR SHALL PROVIDE AND INSTALLA r PVC CONDUfTWRN PULL ROPE FROM THE TELCO LINE BOX AND THE TELCO DEMARCATION POW, 5, CONTRACTOR SHALL PROVIDE AND INSTALL A 2.10 PVC CONDUIT FROM PEE SERVICEIDNIAARCATION POW AND METER EASE OR BERME PANELWHERE % CONOUITUSED MOORS SHALL BE EMTANG RMC FOR OUTDOORS. COUPLBAS SHALL DE RAIO STEEL.AHD COMPREBSIONTYPE FOR EMTMET SCREW FRfiNOS ARE NOTPERMITTEO� FCRALLSTUB•UPS,USERMO. 10. WIRES AND CABLES SHALL BE CONTINUOUS FROM TERMINATION T07ERMWATION WITH NO SPLICES ALLOMD, 11. ALL JUNCTION AND OUTLET BODIES BHAIL BE LABELED WOH xROY TAPE OR EQUAL DESIOIMTNOALL CIRCUIT NUMBERS CONTAINED N EACH BOX 1$ THE DISTRIBUTION PANEL SHALL HAVE A TYPO LEGEND IDMMNG THE LOADS AFALLCNCUITSREAKERS. I& CONTRACTORTO NSTALLCONDURS&WNQCOMPOUND, SUCIMURN OXOM SEAL OR EQUAL, FOR ALL CONDUITS AFTER WIRING IS PULLED AND 'TERMINATED, RECaVED taSA 12oruw ta,aw CI'T'Y OF TWIVILA EPANEL DISTWBUTION MAR .15 1001 i I � TOGO: I ^ ^ 2011 ava xrt 2011 GROUND PER NEQ LIGHT PPC TVSS GFCI Ij'I^I I ICI lil Ijl'I I lil ICI ICI I I ICI I ICI I(I Ijl 1 ill Ill: fif l -�l NIT 1 11�1Ti ! III 1 111 �iI 211 Ii 1 3:'- �_ ��' 61 Inch 1/1E �( f P SOTT ®i V l l IMCC 1871 „' { 7 Z• n! ;} , ,, .Arc. }. i i S y it r Ki rIG? 1' III . III�IIIIIIIIIIIIIIIIIII�IIII .LILIIILIJIIIIII IIIII IIIIIIIJJ. 11111111` IIIIIIIIIIII11111111111IIIII�IIIIIIIII�IIIIIIIII�IIIIIIIIIIHIlIl11111111 .11111 1ILIL ELECTRICAL ONE LINE T — Mobile• 110111107 N011TNCIIEEK PKWY N tOTMSLL. NA 1x11011 OPMOt (4S) "&"Do :IMtOJRCT INFOIIMATIONt MILITARY & 27TH SE3551 C a11S i 140TH aT TUKWILAI WA 111111111W :ISSUED FOWL BUILDING PERMIT ARVISION NISTORTS N.. was OEBCRD►TIONt CKIL AJW. m nn Qp munn^ DUPLEX OR RECEPTACLE ELECTRICAL ( N 1 At WITH WEATHERPROOF DISTRIBUTION REVEQUIPMENT COVER PANEL'PP%" y/'RMOWRN TVBB(TRANSEND50) LOCATION FURNISHED BY Qj 1/d0120p7 TJAOBL.E BUT VCHASENIPPLE Q11num (0) )A5 PURCELLCASNET MP 12'RMCWITFI LIGHT ADDED SURVEY 1 MP ELECTRICAL BLOCK DIAGRAM RECaVED taSA 12oruw ta,aw CI'T'Y OF TWIVILA EPANEL DISTWBUTION MAR .15 1001 i I � TOGO: I ^ ^ 2011 ava xrt 2011 GROUND PER NEQ LIGHT PPC TVSS GFCI Ij'I^I I ICI lil Ijl'I I lil ICI ICI I I ICI I ICI I(I Ijl 1 ill Ill: fif l -�l NIT 1 11�1Ti ! III 1 111 �iI 211 Ii 1 3:'- �_ ��' 61 Inch 1/1E �( f P SOTT ®i V l l IMCC 1871 „' { 7 Z• n! ;} , ,, .Arc. }. i i S y it r Ki rIG? 1' III . III�IIIIIIIIIIIIIIIIIII�IIII .LILIIILIJIIIIII IIIII IIIIIIIJJ. 11111111` IIIIIIIIIIII11111111111IIIII�IIIIIIIII�IIIIIIIII�IIIIIIIIIIHIlIl11111111 .11111 1ILIL ELECTRICAL ONE LINE T — Mobile• 110111107 N011TNCIIEEK PKWY N tOTMSLL. NA 1x11011 OPMOt (4S) "&"Do :IMtOJRCT INFOIIMATIONt MILITARY & 27TH SE3551 C a11S i 140TH aT TUKWILAI WA 111111111W :ISSUED FOWL BUILDING PERMIT ARVISION NISTORTS N.. was OEBCRD►TIONt CKIL AJW. m nn Qp OO/11V2007 MOM REV BJT MP Q 02AX7I200'7 REVEQUIPMENT ,JT MP LOCATION Qj 1/d0120p7 MNORREV BUT MP Q11num MRNoRREV BJT MP QOW1112005 ADDED SURVEY BJT MP Q ISGUEDFOR BUIIOMG PERMIT OJT MP QMUDS MINOR REVISIONS MR IM QTWA= OWED MRZONIG iIJT Mp :PLANSPNEPAMWM B. J. THOMAS, P.E. 7607 SOTH AVE HE MARYSVILLE, WA 96270 206-851-1106 DRAWN sy5 CNK. "5 =APPV. RYi: AM an AM TdAOELE ANTENNAS COLLOCATED ON AN EXI51Up SYAGL STEEL MDNOPOLE%nM STS EOUWIENT N A Sfi' It iV.(r FENCEDWAYVAULTLEASEAREA. DRAWWG INFORMATION, DONOTSCALEDRAWNGS. CONTRACTDRMUSTVERMYALL DMENNONSANOADVISECONSULTANIDOFANYERRORS AND diNSB10HS. ALL PREVIOUS ESUE$ OF THIN DRAWING ARE SUPERIEOEDSY 'THE UTESTREVIVOK INS NHFO1x,AT10N CONTAINED N THIS SETOF OOCUMp1TB E PROF IIETARY BY (MnME. ANY USEOR OWLOSURE OTHER THAN WMCH a RELATED TO NAMED CLENT IS STRHDTIYPRONlRED. DIIAWINO TITLRS ELECTRICAL SITE PLAN DRAWING NUMBrAt E -1 aRouNDiNO myrn 1. GRO(NDINGINALL COMPLYWITH LATEST EDITION OFTHE NATINALELECTRICAL . COOfip4EC) 2. MNMNIMS ENONDRAOIUS FOR AOROUNOMCONDUOTOR18V. 3. N08PUCES SHALL BE PERMITTED N GROUND OONOUCT, 4. ALL GROUNDING CONNECTORS AMTOB ECIEANAND FANS OFPANTAND DEBRIS AT THEIRSONDINO SURFAOEB,AND DWALLW PER MAWFAOTURERE FtWOMMD"TIOW. UBEPENETROX OREOUNALL9(TMWXVANTOREABE. S. ALL GROUND BAR CONIBCTIONSARETOBE2HOLEWe COMPRESSION TYPE. BTACM00NNEDTIONSAPE NOTACCEPTAKE .SADKTOBACKODLNOMX*4ON OPPOSITE SIDES OFTHE GROUND BARAREPERMITTED. L ALL MECfWACALCONNFOTORB SHALL BE TORQUED TO THE MANUFACTURER'S BPECNIEDVALUEL 7. MULTIPLE BONDS ON GROUND RODS TO BE SEPARATED BY MINIMUM OF W. S. MAMIM RESISTANCE fro EAR" OF THE COMPLETED GROUNDND SYSTEM W41L NOTEXCEEDSOHMS. REFER TO GROUNDING NOTE 12 FOR TESTIWRSUMMENTS. 9, TO PAEVENTESTABUBF4NGA- CHONE' POINT, OROUNDWBIES SHALL NOT BEROUTED THROUGH HOLES N ANY METALOSTBcTo OR &UPPOR78. 10. GROUND BARB SHALL NOT BE REMMO00WW. 1T. GROUND RING BHALBESURRD3C8ELOW FINISHED GRADE. 12. A CERTIFIED COMPACTOR SHALLAOMINISTERAU •REOUIRED TESTS FOR DETERMINING THE OPERATIONAL QUALITY OFTHE DROUNDING SYSTOWLne GROUNDINOSYSTEM SHALL 8E 7ESTE0 USING A MEGOER ORAPPROVEO EOUNALFNT TESTING THMUMENL THREE 71878 SHIULBB ISSUED FOR DETERMkONO THE RESISTANCE OF THE GROUNOING SYSTEMI i TESTAT 100 FEET. I TMAT70 FEET, AND 1 TESTAT33 FEET. THESE TEST LOCATIONS ARE GENEF40 DISTANM. ARE SUBIECTTOCHANOE,AND SHOULD BEVERIFIED ONABITE BY SITE BA818. T•MOBILE 9WLLLBEGNEN24HOURSNOTICEPRIORTOTHE7EST WO OPTHEaMUNDLNG SYSTEM. THE cOSTAsmATED wIH GROUND TESTING SHALL SEATTHEEXPENSE OFTHECOHTRACTOR, 13, ALL CONDUCTORS BONDING EOWPWWY07HE GROUND RM WALL BE02SOLID BARE TINNED COPPER WIRE, UNLESS N07ED On(M MS9. OROUNOINSPEOTI N WELL BOND GATE POST TO GROUND RN•O L (SEE BM, 64, OETAIL4) I BOND MONOPOLE To Gpoa IANGDINAARMY SITE GROUNDING PLAN M 22174 BCALE:3V -r 1•X17 SCAM3MW -r illli�- .i�l.lilll lilIII 11111i11 I►If Inch 1/16 1I Jill _r Sine 187211 v 916 b6 E6 Z6" t lb�'��i06��; ' II{ . IIIIIIIIIIIIIIIIIIIIIIIIIIII .II.I.III1.11.IIIIIIIIIIIIIIIII Iil ICI I I III {II li 11 11 ";I I►{ I—�I 1►1 1�1 .� 3I I I I I 51 I I J i57(k�cruK.i v.:�ttn .a� L*?}+�+r Hrd�4s � 31 r �Ys . aa�,�$�� � � .r YGt:xet d Kt 4 .{wjS.,+yta �ujiliill�il` lilllii�liilllill�liiil {�Illllilllli�liulljll.l� RECEIVED CITY OF TUKWILA MAR 15 2007 T • •Mobilem 1NB01 NDRTNOmm m" N 90MI LLsAAIIB011 WlMO! NBBI S0LTS00 PROTECT "WOR"T", MILITARY i 27TH SE35S1C 011.0 UOTH iT TUKWILAF WA n1W NNIUED RORs CBUILDING PERMIT REVISION HISTORY9 r N.. DAM DESORWnopb elm ��• Im tW. A, (DAOUNOODNNEQTIOi1SPep SHE. w.OETAL2)(TYP) UT MP SYMBOL MEND GROUND I= (SEEGRON01NGNOE77) pEVEOUWMENT ir�� MP LOCATION ION \\ / Alvmrt '7 .n„ MASTEROROUNDSARINTNWrOOPPER TYPMN.CADVIELOBOND MI, * \ 0e MINOR REV 89 (SEESHT. E4 FORM�nION& P �A11ON QO1HB12000 / ADDED SURVEY BIT EAR u4 klroR Air QBHS12008 -- - - - - -- -- - - - - -- -- - - - -- - - - -- MP 1114 C0PPERUND BUILONGPERMR Q3f1372000 MINORREVLIIOHB BIT EXPOSEOVNUNG - - - -- UNDERGROUNDWIR9IO BOND lZrAr N WMEDFORZONING BIT Alp A . cADYreLo EOUtPWNTTDGF4UNDR o"�D I ' ( FOND H•FRAME POBYS AND A10NNIBD EDIXPMENTTOOpouNDIWNO • MECHANICAL CONNECTION I X Ur& COPPER CLAD STEEL GROUND ROD 1 x x I .® LNSPECTIONPORT x---- .---- - - -- -_ -- - -- X FOR (3) GROUND RODS AROUND MONOPOLE X CODE LIANCE i MEa9wcALDONHEO,ION (TYI') I (SESORMO NONOTE84ANDS) x 0000 GB I 9r x 80NOBfiBOLAPNAENTTOMOB 07 .�'o\\ X _ X— X— x_x x_ X — x ' X — ____ -- ________ R DRBEN STAMOEO'nomi SIP, B ____ _ (BEE BHLEt DBTM N) K MMOMONOMAOROUNDRNOT000LP0UNoAM EoaDNcopNERFBNCBPOOTTOSMORO ND BOND MOB TO POLE GROUNDRNG N(7)PLACES (S9e sN1i E3, OBTA2) Wlla 1 AGB MDOATBOTfOM OF FOLC NEONCWIL ENTRANCBP0IR . MOB 92ON ICE BRIDGE MEAN BTB ,t/�aT(��I ..... I BOND MONOPOLE To Gpoa IANGDINAARMY SITE GROUNDING PLAN M 22174 BCALE:3V -r 1•X17 SCAM3MW -r illli�- .i�l.lilll lilIII 11111i11 I►If Inch 1/16 1I Jill _r Sine 187211 v 916 b6 E6 Z6" t lb�'��i06��; ' II{ . IIIIIIIIIIIIIIIIIIIIIIIIIIII .II.I.III1.11.IIIIIIIIIIIIIIIII Iil ICI I I III {II li 11 11 ";I I►{ I—�I 1►1 1�1 .� 3I I I I I 51 I I J i57(k�cruK.i v.:�ttn .a� L*?}+�+r Hrd�4s � 31 r �Ys . aa�,�$�� � � .r YGt:xet d Kt 4 .{wjS.,+yta �ujiliill�il` lilllii�liilllill�liiil {�Illllilllli�liulljll.l� RECEIVED CITY OF TUKWILA MAR 15 2007 T • •Mobilem 1NB01 NDRTNOmm m" N 90MI LLsAAIIB011 WlMO! NBBI S0LTS00 PROTECT "WOR"T", MILITARY i 27TH SE35S1C 011.0 UOTH iT TUKWILAF WA n1W NNIUED RORs CBUILDING PERMIT REVISION HISTORY9 r N.. DAM DESORWnopb elm ��• Im tW. A, MIHORR v UT MP As pEVEOUWMENT R MP LOCATION ION Alvmrt '7 MINOR REV BIT MI, AS111IM 0e MINOR REV 89 MP QO1HB12000 ADDED SURVEY BIT MP QBHS12008 8JT MP BUILONGPERMR Q3f1372000 MINORREVLIIOHB BIT Q lZrAr N WMEDFORZONING BIT Alp —PLANS PREPARED SY1 B. J. THOMAS, P.E. 7607 BOTH AVE HE MARYSVILLE, WA 98270 2M851.1106 DRAWN BY1 CNK..YL =APPV. MYT: AAL &IT I All 0 ITMOBLE ANTENNAS COLLOCATED ON AN EXISTING SYAGL STEEL MONGOL E wmi BTB ea13+MENr N A rd.la4r FEFICED(NLFVAULTLEAEEApEA DONOTBCALEDRAWINGS. OONTRAOTORMUSTVERFYALL AHDOLSBSIOHL ALLPRfiVIOUSNfUESOFTHISORAIMNG AResuPERaeoEOSYTHeuTWIFIEVISION. THE IIfOI1MATION CON7ANIB7 N THIS BET OF DOCUMENTS Is PIIONIBNTARYNYNMUM ANYUBEOROIBCLDBINIB OTHER THAN YNBCH 18 RELATED TO NAMED CUMN; aTRanYPROHrmro. DRAWING TITM GROUNDING PLAN DRAWING Numum E -2 R t*'i1 ANTENNA QROUNDINA mm EJ KT.4 M" TRNNN� FENCE oRouNDINQ DBrmw KTA REVIEWED FOR CODE COMPLIANCE t • APR - 5 Z007 City Of Tukwila BUILDING DIVISION .7 CITY OF THIOMLA MAR 15 2007 il3 2 f�ii �ile lili ��► li���4��i1� .�;��i�rlr ►51►��1�l�l�lp ]] Inch 1116 I I _ i _ESTCOWO Slnu18pl- 916 ql� EI6 ZI6 I L 9 ig II£ � niiiiliiu iinluii iiiiI:IIi iiiiliiii iiiu iii►liii►iiiilu►i iiiiliii.► I T m mMobilem TTNOT mm. UK Nov N oD mu6 MA SS01! OAIOtE IpM) tTS som PROJEOT INFORMIITIOMs MILITARY & 27TH $835510 al l@ S 140TH ST TLKM K.% WA 56166 Lwaulm FORT C F BUILDING PERMIT I'REVISION H16TORV$ 1 NNa DATG DUCOWnOM CHK AV". avi A- MTVDRREV MP 6 m+OVnDCr L 1P T on UP Al WNW 1 MINOR REV EW MP 01t'm 66 wmREv art MP QOWIL2" ADDEDSUMY w AP Q MNE7:006 ISSUEDFOR Sn M' Q:IT7/t006 MWORRhvAIONS BJT 1P Q17/7Al2pD6 MUEDFORM" MET MP "PLANS PREPARED RYs B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206.851.1 106 �DMMIN RYE CHL SYs =APPV. RYs: ML I RJi I AM T'MOOLE ANTENNAS COLLOCATED CH AN 0067DN0 SY ACL STEEL MON OPOlE VATH DTs EOUPMENTMAr4*x 16%W MNCED NtLF VAULT LUM AREA DR1%WiN4 INFORMATION: DOWOT5CMSDRAVM1/01L CONiTRACTORMUSTVERIFYALL DSAENRONAA DADNaCONSULTANTSOFANYawORe AND OMS6NOHL Au PNEVIOUS MSUES OFTM O AWMO ARE SUPENSIDEDSYTNS LATEST REVOM THE 04POWTTONCORMIED IN THE SITOF DOCUMENT'S NS FROPNffMRYSYNA7URI. ANYUSIORONSUSOSIMIE OTHER THAN W"ONN E RELATED TO NAMED CUENTIS STRIOTLY PRONnTED. DRAINING mw ELECTRICAL GROUNDING DETAILS DRAMNNO NUMBMR: E -3 ATYPICAL CADWELD CONNECTIONS E� N.T.B. WARDER GROUNDING IAR FGS14M (OR ECU Mj WITH HOLE PATTERN. mANDOFF INa1RATORB MDMOUfrtSR3BRA0XETBABS1tOwN B2 GREEN INSULATED COPPER WIRETOAGGATTOPOFPOLE —� COAX CAKEGROUNDNORRBWRH LONG aARRZLC01WREBSIDNLUGS, NSTALLEDBY CONTRACTOR. - METAL FRAME WITH SOLID LID ENGRAVED WIGROUNW ON LID OF COVER Wn'0 LIFT HOLE AT CENMOFCOVER { cQVFR GROUND WELL. 12'0 x 24' LONG CONO. PNE WI114 COVER (SEE ABOVE) TOPOFGRADE M N� M ✓� � yl O HAROERORDUNORIOEAR 00111441200R EOUAL — AHTENNAMDUNT GROUND COAXCAKE 0 AROUND IOTB/ f\ l l Y"11 I2 SOLID BARE TMW COPPER WIRETO GROUND RING - PROVIDE W PER MOD MGB AT BTS EQUIPMENT & BOTTOM OF POLE 0 GROUND BAR DETAILS E4 N.T.S. ;SURORFLAIGURFACE EQUIP.IYAREWAY N04=ANTF0000NO COMPOUND SIr B.S. HEXNUT ,, 1 i L r FJL tv REEN NBIAATEO PER=ETONGI OTTOM OF POLE AGB TOP OR POLE REVIEWED FOR — CODE COMPLIANCE APR 5 Tddl uraAeTM // `3W&BLOMMASHERMP.) i- WASHER(IYPJ•. --. �f� City Of Tukwila W1 I SB'X1C'S.aNJ1T BUILDING rr�ir�roNj WASHER (TYP.) j� -'-"_"17 W •—• IIIOl/V17wTYIHE ,. LDOPEDINTEmtNELL. FIEDENED � cmRr o'{� ru►n.��L„ 0ioMANCOPPERCLAOS11ELGROU OTOREQGRDUNDwIRFAFORELEOT.AND MAID 1 5 2007 2 6,110'COPPERCLAOSTEFLGROIINDROb OTHIIRECIIPMENI; 2. THE ENTIRE LUG ANDAREATO BE SPMYED 3 CADYYEWTYPE RA PEIUMTTER GROUND RIq VMCLEAR LACUER OR COLD OALVWNG SW GROUND ROD ® cADwEWTY��c�' &OROUNDLEADSTOBECADWELOEDTo ... GROUND a1lo. 3 GROUND ROD CONNECTION T GROUND INSPECTION WELL 461 TYPICAL CABINET GROUNDING DETAIL y Ea N.TA. 2�i!I'i3�ii'I' ')11'�'11��T�6 _. Inch . 1/18.. .. .. .�. tl'1 L'#7 4�c Rj �ibu�ne'+1r?S"' hxJa �,i'Mi:�+t "ac y,,•'a r41 .b'}r .. Y, S1110 1872" . �j' n. . irr. 'c r� r4;� �+ ��t [y�•���''I h�'�.3� r{��.� elly3� :�� � ..r . 5L ti6 E6 Zb 6l` Ob:St�xr�i 8' °L. 9 9. ���nilnn�iinluii�nnliiu�. iiiili�• i��iii` iliiii�niilu. u. �• iiili' iii�iiiiJlii��iinl��ii��iiil����iiiil�ii�����il���i���i�lfii����iil�iii�iiiil ,iii.i� T a -Mobile - 1Mal 11omomm "m N 441WL4 WA WW1 OA.ON "a) 7M.7E0a ImonoT INFOIIMATWMs MILITARY & 27TH SEUS1C 3110 0110TH ST TUKWN.A/ WA 06140 MSUED FOR: C L BUILDING PERMIT REVISION MaTOIIY: r Na DAM DESCMFIONs CNN. APPV. w. ■Ya Q0311=W7 n MNORREV BIr MP Q 03b2r= REVEOUFMENT B,R MP LOCATION Qj law= MNORREV BIT MP Qln1R000 MIXIR REV BJT ATYPICAL CADWELD CONNECTIONS E� N.T.B. WARDER GROUNDING IAR FGS14M (OR ECU Mj WITH HOLE PATTERN. mANDOFF INa1RATORB MDMOUfrtSR3BRA0XETBABS1tOwN B2 GREEN INSULATED COPPER WIRETOAGGATTOPOFPOLE —� COAX CAKEGROUNDNORRBWRH LONG aARRZLC01WREBSIDNLUGS, NSTALLEDBY CONTRACTOR. - METAL FRAME WITH SOLID LID ENGRAVED WIGROUNW ON LID OF COVER Wn'0 LIFT HOLE AT CENMOFCOVER { cQVFR GROUND WELL. 12'0 x 24' LONG CONO. PNE WI114 COVER (SEE ABOVE) TOPOFGRADE M N� M ✓� � yl O HAROERORDUNORIOEAR 00111441200R EOUAL — AHTENNAMDUNT GROUND COAXCAKE 0 AROUND IOTB/ f\ l l Y"11 I2 SOLID BARE TMW COPPER WIRETO GROUND RING - PROVIDE W PER MOD MGB AT BTS EQUIPMENT & BOTTOM OF POLE 0 GROUND BAR DETAILS E4 N.T.S. ;SURORFLAIGURFACE EQUIP.IYAREWAY N04=ANTF0000NO COMPOUND SIr B.S. HEXNUT ,, 1 i L r FJL tv REEN NBIAATEO PER=ETONGI OTTOM OF POLE AGB TOP OR POLE REVIEWED FOR — CODE COMPLIANCE APR 5 Tddl uraAeTM // `3W&BLOMMASHERMP.) i- WASHER(IYPJ•. --. �f� City Of Tukwila W1 I SB'X1C'S.aNJ1T BUILDING rr�ir�roNj WASHER (TYP.) j� -'-"_"17 W •—• IIIOl/V17wTYIHE ,. LDOPEDINTEmtNELL. FIEDENED � cmRr o'{� ru►n.��L„ 0ioMANCOPPERCLAOS11ELGROU OTOREQGRDUNDwIRFAFORELEOT.AND MAID 1 5 2007 2 6,110'COPPERCLAOSTEFLGROIINDROb OTHIIRECIIPMENI; 2. THE ENTIRE LUG ANDAREATO BE SPMYED 3 CADYYEWTYPE RA PEIUMTTER GROUND RIq VMCLEAR LACUER OR COLD OALVWNG SW GROUND ROD ® cADwEWTY��c�' &OROUNDLEADSTOBECADWELOEDTo ... GROUND a1lo. 3 GROUND ROD CONNECTION T GROUND INSPECTION WELL 461 TYPICAL CABINET GROUNDING DETAIL y Ea N.TA. 2�i!I'i3�ii'I' ')11'�'11��T�6 _. Inch . 1/18.. .. .. .�. tl'1 L'#7 4�c Rj �ibu�ne'+1r?S"' hxJa �,i'Mi:�+t "ac y,,•'a r41 .b'}r .. Y, S1110 1872" . �j' n. . irr. 'c r� r4;� �+ ��t [y�•���''I h�'�.3� r{��.� elly3� :�� � ..r . 5L ti6 E6 Zb 6l` Ob:St�xr�i 8' °L. 9 9. ���nilnn�iinluii�nnliiu�. iiiili�• i��iii` iliiii�niilu. u. �• iiili' iii�iiiiJlii��iinl��ii��iiil����iiiil�ii�����il���i���i�lfii����iil�iii�iiiil ,iii.i� T a -Mobile - 1Mal 11omomm "m N 441WL4 WA WW1 OA.ON "a) 7M.7E0a ImonoT INFOIIMATWMs MILITARY & 27TH SEUS1C 3110 0110TH ST TUKWN.A/ WA 06140 MSUED FOR: C L BUILDING PERMIT REVISION MaTOIIY: r Na DAM DESCMFIONs CNN. APPV. w. ■Ya Q0311=W7 MNORREV BIr MP Q 03b2r= REVEOUFMENT B,R MP LOCATION Qj law= MNORREV BIT MP Qln1R000 MIXIR REV BJT MP QONiSCOX ADDEOSURVEY BIT MP Q SnSCOW tSSUEDFOR BUIIOMG PERMIT BJT MP Q 2ItYI006 MIORREVWONS SJT MP Q12CRCW1 ISSUEDFORZOMNO Sir MP PLANS PREPARED BY1 B. J. THOMASp P.E. 7607 SOTH AVE NE MARYSVILLEF WA 88270 206881.9106 DRAWN Wt CHI. BY: =APPV. OY:: AAL tJT AM / ✓j MOBLEANTENNAS COLLOCATED ON AN MUM WAM MEL MONOPOLE WITH BTS EQUIPMENT IN Ar3'.lrr FENCED HALF VAULTLEASEART& DRAWWO INFORMATION: DONOTSCALEDRAWNOS. CONTRACMVIUSTVERIFYALL 04ENBIONS AND ADV ISE OCNSUITAfN OF ARY ERRORS ANDOMUBIONa. ALL FRLVICIIB OF 7W ORAVYNG ARESUPMB[DEOBYTHEIATFATRBYIBpIL THE INFORMATION COFn'ANED IN THIS M OF DOCIMENl8Is ►RDP111ETARrSYNATLIIF ANYWEORD1BOLOa1RE 01HER TW W MNICH M RELATED TO NNAO CL4NTIB *"Umv PROHMRED. DRAWING TIFLi. ELECTRICAL GROUNDING DETAILS DRAWING NUM6ER: E -4 SITE LOADING CHART ANTENNA AND COAX GENERAL NOTES ANTENNA SECTOR � MODELS VENDOR Ate/ MECHANICAL. RADLITION ON" NUMPEROF DOWNTLT cam LENGTH COMMOASLE COAX mm 1. ALLANTE" ANDCOAXOALANTENNA CAKE ToBE FURNISHED, :YT.ADBLEAND INSTALLED 9Y CONIRAO'TOIL ' A-1 ALPHA ADFOPM24504MM ANDREW 780' 0• W-0" 170' ANDREWArpA. 4 0•1 SETA ADFDP19945B4t2DM ANDREW no. IM L COAX COLOR CODING: ANTENNAS TO BE NUMBERED IN ACLOCIM79E MANNER FROM TRUE NORTH 100 12D ANDREW 4 AND CUM OODED AS FOLLOW& OPS NA S887QA SYMMEIIUCOM 1YA NIA nD I TBD I ANDREW Vr DIA 1 SECTOR ANTENNMDEMNATION- COLOROODINO 917 NA BSDBIBIIS COMTELOO NM N/A 19D TBO ANDREW 7/2'DIA 1 ALPHASECTOR Al 1 RED9MD S' AS 3 REDSAND9 M - 4 REDBANDS A2 2 REDBANDS COAXIAL CABLE NOTESi OBTASECTOR 91 1 GREENBAND 0 S GREENBAHDS - 1. ALL COAXALCABLECONNECT10N8 /OBEY/EATHtBiPR00FE0. i!4 4 GREEN BANDS 82 - 2 GREEN BANOS L CONTRACTOR TO PROVIDE DRIP LOOPS IN CABLES AND JUMPERS WHERE NECESSARY. 4. THE ABOVE COAX COLOR CODES ONLY. IAPPLIES TO SECTDRIZED SMES -. FOR OMNI SITES USE THE O a Ilv3aHa ai ALL COAX COAX SHALL BETAOOED WITH COLOR CODING AT(2) PLACES USING I• WIDE WEATHERPROOF ALOABLES 7OBE MARKED WITH COLOR COOED TAPE TO INDICATE TFI8A MBAtA BFDTOR COLORED VINYL TAPE, ATTHE FOLLOWING LOCATIONS 72 COLORED ELECTRICALTAPE SHALL MARK EACH END OFCAOLE AND EACH END CFJUMPERB AS CLOSE 91 ATANTENNA CONNECTION TO EACH END AS POSSIBLE (H0TT0 INTERFERE WITH WFJI7NERpROCFNG), R AT ENTRYTO EOUIPMENFClIB1NEi t. CONTIACTOLEHPECIRCPLY SUPPORTS AS REO BUPPORTEVERY REQUIENTER. S' RUN COAXIAL CABLEWITH MINIMUM I- MACK 72• FROM EDGE OF EQU MENTCASNM CONTRACTOR SHALL SUPPLY SUPPORTS AS REQUItEOTOMEET 1M6 REOUIREMhT(f. _ THROUGH POV COAX CONDUITS, UP INTERIM OF MONOPOLE AND DISTRIBUTE TO EACH ANTENW10EVICE. FURNISHANO INSTALL MINIMUM OF(3) MO PER COAXIAL CABLE PERELEC AICA1. DRAWINGS, VERIFYNUMBER OF NAB;O HO CABLE • DIAMETER WITH PROJECT MANAGER. Cpp� CpM OR i A NCE APR .. 52007 07 -.� r C►tY OF Tu ITx AND Rx FREQUENCIES FOR SEATTLk : rl'�, !j /rJ� kwila Tx: 1930 -1990 Mhz U - % f�� �� ^ A Rx:1850 -1910 Mhz ` J� 11 CONN.CTORB EI.E0T RICA LTAPE (I LAYm FI EC E IVED CCTV OF TUN P!! tea STEP 1 STEP 2 PEAR 15 2007 PERTV.' _ . - -- ----° CONNECTIONS INSTALL PER MANUFAOIURER9 INSTRUCTIONS STEP 3 COAXIAL CABLE WEATHERPROOFING Rt' N.T.B. TYPEOFEMPMWT LEN07HOFCABI.ERUN DA.OPCASLES MINL BEND9q RADNB CIIYTALW ULTRASRES W. W-Q% AND W-W BUIPSAF XJUIMPKRRUNS yr I 1 01TTTAW LLIPA TES w".r-0•.ANOwr FLOEJUMPEAMNS Ur P ULIRASIM O'THRU100'-0• 719• Qj ULTRABRESYYLNA 101*7HRUI30141' 7111' 1Y ULiRAsnu 1151WANOGREATElt 15VS' RO' GIYFAIK VTMU17W& 719• 10• CRYTALK 131W ANDOREATER low 20• r2'\ COAXIAL CABLE SPECIFICATIONS RF•T jili��lijr, �>1�1i�►irli►-�1�►���1i�����►�l i Inch.. 1118. 1I 2I 3I 4' ' S1 61 r b - .� . Slnce t8 5L bL EL Z6 LL ' 04�E5` °�8! „yr- ��°'•9 Z 6 wC niIIIm iiil,11,ol Ill luiiliinhiiI III Hill 111 11 I1i 11 iil11 iilfi1 il11 iiliiiili11 il111.1�.. T - •Mobile - IMM N011TII10111 l M. N 1101116L, MIA 99011 OF91C! I4M 999.TM00 DAOJ[CT INFOIINIAATIONt MILITARY O 27TH SE3551 C 0115 S 140TH ST TURTTILA� WA 95155 ISSUED FOAM CBUILDING PERMIT REVISION HISTORYI f N0. DATEI O990MRIONI CRIL AM. 9Y/ 9Y2 AS MINOR REV &IT MP Q 0IM022M REVEOWPMEJT g,R MP LOCATION Qj 1fJWBO MINOR REV BJT MP Q11n2000a MINDRREV BJT MP QONIM M ACCEDSURVEY BJT UP QM152008 X BUILDING PERMIT QLII12000 MINOR REVISIONS BJT MP p1201M ISSUWFORLONNG LIT MP 'FLANS PlIEPARED SY9 B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206.851.1106 :DRAWN my$ CML "t ="”. EY1: ML %ff I AM T•A10BLEANTENNAS COLLOCATED ONAN EXISTING G 57AGL STEEL MONOPOLE WITH BMM EOUP"MENT N Ar-0' K M-0' FLNCE NWVAULTLlASEAREA. DRAWING (NFORMATIONI DO NXNTSCALE DRAWINGS. CONRIACTOR MUSTVEaI YALL DIMENNIOHB AND AOYISE CONSULTANTS OFANY EMORS AND OMISSION. ALL PREVIOUS ISOM OF THIS DRAWING ARE SIMEatEOED ivy THE LATEOTREVIMG4 THE INPMMTION CONTAINED N TNN9 UTOP OOCUMMM 0 =MARY IT NA71NIE.ANYU9E CR016CtDNIFiE oTIER1I AN I*. t9RfaJLTm TD t4AME0 G71fliTIS STMMYPFMmam AF DETAILS DRAWING HUMBa l RFm1 .T ALPHA SECTOR "SUPERFLEx 74'COAxN1l saTFLIX 4tiD` FLEX SWEEP TEST PROCEDUREI JUNIPER CABLE CABLE -12W JUMPERCABLE JUMPERCABIE 1 RED TXAI% 1 OMJ DIN LNLA A'1 FNDNOPROCEDURE TOM FOLLOWEDDFFORALLANTENNAS. T SUPERFLEX 7W COAXIAL 1- TEST EQUIPMENTBHOUIO OONBWCFAOMP OICIJATORSETTo RUMWTWEEN Up Alp 2000 Wk JUMPERCABLE CABLE-11W � FCA DOECTIONAL COUPLER WRHAY L M3#dB DBIEOTMTYAND ECMM NETWOMAWLYM WRN ABOOLUMN OP 3RED TX3 DN DIN JUMI�OIIKE A-3 MMRTHAN CAM. AIMTO 90OMM LOAD AMD SHORT CIRCUITTERMWTIONAREALBORE "". L LETIA THE RETURN LOSSMEABMNILG $ETAS PER THE MANUFACTURERI INSTRUCTIONS AND CALn1PATE WITH THE SHORT (0011 RETURN LOUVEMRf ■DIRBTY.) 4. COMPOSRE RETURN (ABB: DMCCNNEOTTHE BOTTOM ,xM PER ATM INTBAND CONNECT ITTO THE MAN PORT JUMPER R RLE OPTHENBOOI. RETURN LOBBOFTHECOMPONTEJUMPERB . FEWER AND ANTENNA �OSE<- AaeIVwm JUMPER CAKE 7� COAXIAL 1W 04-FLEX 11511)SETWEENIS00AND2000102 4RED TX DIN CAKE -120 DIN JUWW RCAKE A-4 6 FEWER RETURN LOS; TURN OFF THE SWEEP OENERATOR, DISCONNECT THE TOPJUMPIR ATTHEANTENNAAND CONNECTA DUMW LOAD TO THE ENDOF THE TOPAIRIPER WRNA DIN - NADAPTER. POWER UP THE GENERATOR AND MEASURE THE RETURN LASS LOOKM NTOTHE BOTTOM JUMPER. THE RETURN LASS BHOIAD NOTERCEW JUMPE'ES�IFJf 7ATCOAX6AL 0W'FLEX "FLEX - 18dB (VSWR>13:1)SETWEENISWAN02"HL 2RED T m 2 JISJPEACABLE DIN CABLE -120 DIN JUMPER CABLE lHA JUMPER CABLE AQ E FEEDER NSERTIONLOWS REPLACE THE LOAD WTTHASHOWORCURTERMNMTTONAMD MEASURE THE MAXIMUM ANOMINfMUM RETURN LOSS BETWEEN I NAND 2000. ADD THIS TOGETHER AND DIVIDE BYA 70 WA IRE AVERAGE WAYIN8ER110N LODE V0WH S"DULD BE <Sd0. ADFDP1B2-WB4UDM 0.1P7WCONDTTW4N4. 5AWSAREMETTHENTHETESTISCOMPLETE .IPSIBBADBUTBBSAREOKTHEN BETA SECTOR REPLACE THEANTENNAAND RETEST, IF68 BARESADTNEN MEASURE RLOF MAIN FEEDER OW .Y.IFRETURNLOS6 BAPROVES TO.20 OR BETTER on NSEIMON LOSS IMPROVES BY MORE TWIN 20 THEN REPLACEORRETERLBNATE JUMPER 7/M COAXIAL Bt0 -PIPX T-WFLIX THE BOTTOLIANDTOP JUMPER, OTHERWISE REPLACE THE LNN FEEDER RUN.NOTFY PROJECT MANAOEMENL'AND JIBMER CABLE CABLE -110' JUMPERCABLE JUMPERCN" RFENGINEEROTGCFANYFAULTYNARDWARE DN &1 1 GRE9J 77VR7CI DIN LNA 7. ALL7EST RESULTS SHOULD BE CLEARLY MARKED WITH BITE. FEEDER NUMBER, DATE, MEASURED THE Oj JUMPER 7WCOAXIAL SW FLEX CABLE -11C JUMPERCABLE 6GRE@L TX J 0P1 DIN VOSUPERFLEK CROUNDINO SIATFOR 7AMCOAXIAL JUMPER CABLE CABLE-1110' B-0-FLIX CLAMP ADJUSTABLE 4GAEEN TX DIN 8� A a BAND CLAMP PUTTYTAPE Ul•20 OROUNDNOSTRAP HARDWARE 014rSUPSFLE7( AS CIEOUND JUMPER CABLE ABLE JUMPERCABLE JUMPER CABLE ASSEMBLY LFAO 2GREE N TXRMX 2 - DIN DIN LISA FIGURE 1 FIGURE 2 FIGURE 3 COAXIAL CABLE DIAGRAM ADFO'18245114 EOUIPMENTOADNETS RF2 N.T.S. ADJUSTABLE OBAND CLAMP 0 LEAD 0 ELECTRICALTAPE GROUNDING �S(OVER MWWOTAPE CLAMP TCa M FIGURE 4 FIGURE 8 FIGURE 6 TO 7AI' C.=] 7 314* IANTA) SUM EN (� TYPE'W CONNWMR IN BASE OFANTENNA GPS ANTENNA DATA PARTNUMBER DIAMETER INEWT Sam I IAE'M1 7.BY0 160. S moummu.. TYPEN OFTMAUSNAIT FT;EOIIENCY I POLARIZATION UNN VSWR POWER CLING 1660A2.16p42MHh RIGHTNANC CIRCULAR IffidE 260WATMCW n GPS ANTENNA SPECIFICATIONS N.T.S. 0 rME W CONNECTOR NBASEOFANTENNA 911 ANTENNA DATA PART IT CONNEOTORB 1 I 1.T6h 4b 11YPE'N' STANOWMO LLOINTNOFWROWARE • 83NIff" s FRFAUENCY GAIN VE &W. VBWR POWER RATING S26i 1SS00.1M 7W I 250WATIN s 911 ANTENNA SPECIFICATIONS ii•i��ij- iliiilijiiijilij Inch 1/18�+�+1 '�J con B7s'R ILL. III�IIIIIIIII�IIIIIIIII�IIII .IIlI N.T.S. REVIEWED FOR CODE COMPLIANCE APR - 5 2007 City Of Tukwila BUILDING DTVT';TONI 1ST COAXIAL CABLE GROUNDING SCAL6:H93DA1E _f Ir I,'- RECEIVED CITY nF T1 IMOVILA MAR 15 2001 DATA ANTENNA SPECIFICATIONS RR2 N.T.S. 2�' ���_ ��il�i�l��3�I�I���r�i�i�r4h�ili�� .l�i�l�i5�'i'�'�I>>i>� �6 ,. �y- *t.,w9i,.t..Y.�1 -,,.47 �..•. 9 E L 11111!ills�����ril1`11 111 l�i11 ��inlii ���ii �ili��� ���ili����i�uliiii�iiiilfiuIz iiiiliiu�iuiliii .i T e •Mobilem NNOY MORTIIOBBO[ MOIfY N MDTNL6b WAIBOft O//108ItlLq BIB•T1100 PsmaT I roO Tiom MILITARY A 27TH SESSSIC 0115 S 140TH OT TUKMIA, WA 941168 ISSUED F"I C ILDING PERMIT rRBVIStoH HISTORY: I No. DAM DEIgNP, )M am B APW. T0 stn QOLTSQEID7 wnoRREV WT LIP Q mmeaw AEVEOUIPMENT LOCATION BJT MP QU2p7W MINOR REV SJT MP Q11=21)06 MINOR REV SJT W B 09n{AN AODEDBURVEY SJT MP QLIlVJOItl BUILDING PEFMr BJT MP 2 VIV2006 MNORWMIONS BJT MP 4 12Q&2006 MGM FOR ZONWO BJT MP –PLANS PREPARHD DY2 B. J. THOMAS,*.E. 7607 SOTH AVE HE MARYSVILLE, WA 98270 2064831.1106 rDRAIMN YYF aHIG 3Y: =APPV. SYe: —� 11 7_ AN iMOSIIE ANiENAB COLLOCATED ON AN LDOSRNG'JlAGL STEEL MONOPOLEWRH STT1 EGUSMAENTNA .'. 10-W fEMCED HAIf VAULT MIAEEALTEA DRAWING INFORMA"oMb DONOTSCALEDMWNG6. CONIRACTU RMUMER"ALL DIMDWWnAN DADVIKCONSMTAJITB OFANY ENWRS AND OMMOPONL ALLPREVIOM ISSUED OFTW ORAVANO ARENIPER IEDEO5Y7HELJIT9STRRL4MSION. THE LNFOIIMATTON CONTANW N TMM IETOF DOQTMENTB IB PROPRWARYwNATUM ANYtMEOROAQONIRE OTHER TNAMYRMCH N RELATED TO NAMED CLEN T IS STRICTLY PAOHD"M auwlNa TITLE: RIF DETAILS DRAWING NUMOERL RFm2 m SEPARATE PERMIT � REQUIRED FORD 13 Mechanical Electrical 0 Plumbing 0 Gals Piping City of Tukwila BUILDING DMSION No changes shall to the scope cf wart: without prior approval of Tv! :vela Building Eiitric��rJ. NOTE: Revisions will require a new plan suumiLL l rend may include additional plan review fees. T ..MnhilP• & 27TH 3118 S 140TH ST TUKWILA, WA 98168 NOV 3 0 2006 Ci Of . �wilp - Plenit No. III 's Plan review approval is subject to errors and omisdom Approval of construction documents does not authorise the violation of any accepted code or ordinance. Receipt of approved Field popy and cond.Itlons is admowtedged: ^a -T /;q V-6r cf ate- cr�P. ]SITE NUMBER: SE3551C LATITUDE 470 28'42.1311 N LONGITUDE 1220 17'32.56" W Gty of 7ukwiia MU DING DIVISION VICINITY MAP PROJECT TEAM PROJECT INFORMATION PROJECT DESCRIPTION DRAWING INDEX I Palk -- I l I I' I''•. '� CONTACT TITLE CONTACT INFORMATION THIS IS UNSTAFFED AND RESTRICTED EQUIPMENT AND WILL BE OWO DRAWING DESCRIPTION -U01 St -N - -- = - ^-1 POV-o''� �^ -- (d!! 5124th R_ -. USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE T- MOBILE ANTENNAS COLLOCATED ON AN EXISTING SY AGL STEEL X 'y O -- g PROPERTY RNERTON PK UNITED METH CH PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. MONOPOLE WITH BTS EQUIPMENT IN A B'•8• x 18'4' FENCED HALF VAULT T -1 TITLE SHEET 3 OWNER: 3118 S 140TH ST 1 <j r� ' !i __ s - - -_ TUKWILA, WA 98168 LEASE AREA. G•1 GENERAL NOTES 'I i, - I \447 _ VE T- MOBILE CERTIFIES THATTHIS TELEPHONE EQUIPMENT FACILITY _ {{{- -- WILL BE SERVICED ONLY BY T- MOBILE EMPLOYEES AND THE WORK p•1 SITE PLAN .. _I 813Bt1i 5t t l9- ASSOCIATED WITH ANY EQUIPMENT CANNOT BE PERFORMED BY i --. ✓ ,r -_. N'4. I S HANDICAPPED PERSONS. THIS FACILITY WILL BE FREQUENTED A -1.1 ENLARGED SITE PLAN '- 'yj I J PROGRAM T•MOBILE ONLY BY SERVICE PERSONNEL FOR REPAIR PURPOSES. PURSUANT - __Nly -•d'I I ,4 MANAGER: LIZ CARRASOUERO TO THE AMERICANS WITH DISABILITIES ACT (ADA), APPENDIXB PROPOSED SRE ELEVATION A•2 S - ..- ... „ 5' 133Ed LJG.i l- 19807 NORTH CREEK PKWY N SECTION 4.11. (5Xb), THIS FACILITY IS EXEMPT FROM THAT ACT. Aa BTS EQUIPMENT DETAILS Seatae Prk <__^ $ n BOTHELL, WA 88011 A-3 GENERAL DETAILS e��• O OFFICE N: 208. 351.8122 NO POTABLE WATER SUPPLY IS TO BE PROVIDED ATTHIS LOCATION. - tT i 31 -18 8 .140th 8t,. -.- R = =L. Go" NO WASTE WATER OR SOLID WASTE WILL BE GENERATED AT THIS A5 HALF VAULT DETAILS I'• ` II P Seattle, `WAr98168 ` �• CONSTRUCTION VOICESTREAM WIRELESS LOCATION. - .N EI 1 r -' PROJECT TAI IRISH 4� l l MANAGER: 19807 NORTH CREEK PKWY IN A -5.1 HALF VAULT ELEVATIONS _ a�•_ -_'-_4_;�-•_� -�- t T- MOBILE MAINTENANCE CREW (ONE PERSON) WILL MAKE AN ,_y1an'•, BOTHELL, WA 98011 AVERAGE OF ONE TRIPPER MONTH ATONE HOUR PER TRIP. LL�r i h '1 �, (_ !!� TUkWBa 1) ( -Y__ 425. 273.8884 LS -1 LAND SURVEY ^I { E.7 ELECTRICAL SITE PLAN CORRECTION 5,142nd'St -�- _ ._y__t - _. _ CONSULTING B. J. THOMAS, P.E. ZONING INFORMATION E -2 ELECTRICAL GROUNDING PLAN -- --Q- =• 5-144th 'vt: A'-514sh A_ I: -I• I iA ENGINEER: 760780TH AVE NE i r I I SITE NUMBER; SE3551C MARYSVILLE, WA 88270 E.7 ELECTRICAL GROUNDING DETAILS i S'1461h'A' -'-' `T- " "' �___�_._ I Fost MOBILE AI: 208.851.1106 � SITE NAME: MILITARY 627TH -..._� _i -- -- I ( E•4 ELECTRICAL DETAILS S' 148 $t'- H -___ - N 't SITE ADDRESS: 3118 S 140TH ST RF -1, RF•2 RF DETAILS SmTac' i 54D SITE T- MOBILE TUKWILA,WA98188 1 R ACQUISITION: - -I_)_ ACQUISITION: ALLYSON NAKAYAMA I �p - -T -- �• 19807 NORTH CREEK PKWY N PARCEL p; 1823049182 .LL1., _ .�• BOTHELt WA98011 CURRENTZONING: LDR '15314 R` "� �� I y I -1 MOBILE M 206-200.1843 soon AU I /r -5 ,t, _ GOVERNINGCODE: 20031BC ZONING: VOICESTREAM WIRELESS BUILDING TYPE: APPROVALS DRIVING DIRECTIONS CHRIS LISTFJELD CODE COMPLIANCE SITE TYPE: UNSTAFFED TELECOM FACILITY PROPERTY OWNER: DATE: FROM T- MOBILE BOTHELL 4 OFFICE: 19807 NORTH CREEK PKWY N BOTHELL,WA98011 ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN T•MOBILE PG M: DATE: 1. Take Romp (LEFT) onto 1405 (1.4051 Renton) 24.4 MOBILEIT 206412-0479 ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING 2. Road CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. RF ENGINEER: DATE; name changes b SR5181.1 NOTHING ON THESE PLANS IS TO BE CONSTRUCTED TO PERMIT LEGAL DESCRIPTION CONSTRUCTION: DATE: 3. Turn RIGHT onto Romp (WA•99 / See -Toc Airport) 0.3 WORK NOT CONFORMING TO THESE CODES; 4. Keep RIGHT b stay on Romp (WA -99I WA49 N) <0.1 5• Keep LEFT to stay on Ramp (WA-W N) <0.1 2007 INTERNATIONAL BUILDING CODE ZONING: DATE: 8. Keep RIGHT to stay on Romp (3.1541h SL / WA-99 N) <0.1 2003 INTERNATIONAL RESIDENTIAL CODE ABBREVIATED PER ACCESSOR RECORDS: LEASING. DATE: 7. Beer RIGHT (East) onto S 154th SL then Immediately turn LEFT (North) onto SR-99 (International DNA 1.0 2003 INTERNATIONAL MECHANICAL CODE B. Turn LEFT (West) onto S 140 E 225 FT OF 3 395 FT OF NE 114 OF BE 114 TGW W 1 FT OF E 226 FT OF S 200 81 St 0.4 2003 INTERNATIONAL FUEL GAS CODE FT LESS CORD ENGINEERING: MHEWER ARRNE 3118 S 140TH ST DATE: ONLY) 2002 NFPA 64- NATIONAL FUEL GAS CODE (PROPANE INSTALLATIONS CALL 3 WORKING DAYS BEFORE YOU DIG DISTANCE: 28 MILES IL 2001 NFPA 58- LIQUIEFIED PETROLEUM GAS CODE (PROPANE 1- 800 - 424 -5555 APPROXIMATE TRAVEL TIME: 32 MINUTES INSTALLATIONS ONLY) 2003 INTERNATIONAL FIRE CODE 2003 UNIFORM PLUMBING CODE UTILITIES UNDERGROUND LOCATION CENTER 2003 NATIONAL ELECTRICAL CODE (ID,MT,ND,ORWA) 2003 NATIONAL ELECTRIC SAFETY CODE LOCAL BUILDING CODE ORDINANCES ELECIRC•RED SEWER-GREEN GASOL- YELLOW RRVEY•lwt ANSI /TIA /EIA•222 -F 5/SE1YPRECAUI0NBINLLBEWp EWMEDBY TELXATV -MMM PRWOSED•NH1E WATER-BLUE NFPA -101 • LIFE SAFETY CODE CONTRACTOR(S)AT ALL TRENOENOHAOo NICA CE _ WITH CURRENT OSI14 SIN/A109 ^I I I•il I II l i -I I I i I I I I I i Inch 1/16 CO a 971iI" IIUIII�lllllllll�lllllllllilllJJ .II.IIs� 11Y _�I_i �l.l- l_.j j.l�_�_� I 1 T l; 5' 6 2 T • •Mobile• 19807 NORTHCREEK PKWY N 111110THELL. WA 9!011 OFFICE (428) 396-7000 PROJECT INFORMATION: MILITARY & 27TH SE3551 C 3118 S 140TH ST TUKWILA, WA 98188 ISSUED FOR: CBUILDING PERMIT rREVISION HISTORYs F I No. DATEt DESCRIPI Q11/13/2008 MINORRET Q09118@008 ADOEDSU Q 81152006 ISSUED FC BUILDING 1 Q31132006 Wo 2 T • •Mobile• 19807 NORTHCREEK PKWY N 111110THELL. WA 9!011 OFFICE (428) 396-7000 PROJECT INFORMATION: MILITARY & 27TH SE3551 C 3118 S 140TH ST TUKWILA, WA 98188 ISSUED FOR: CBUILDING PERMIT rREVISION HISTORYs F I No. DATEt DESCRIPI L' PLANS PREPARED BY: Be J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206. 851.1106 CDRAWN BY: CHK. BY: -APPV. BY: AAL OJT AM LICENSURE: )• Af lip N EXPIRE9oenlN7 ` EQUIPMENTS T- MOBILE ANTENNAS COLLOCATED ON AN EXISTING S3' AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A V-6* x 16'4r FENCED HALF VAULT LEASE AREA DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLES TITLE SHEET DRAWING NUMBERS Tml r� Q11/13/2008 MINORRET Q09118@008 ADOEDSU Q 81152006 ISSUED FC BUILDING 1 Q31132006 MINOR RV Q1 2/2 912 0 0 5 ISSUED FO Q12/1512005 ISSUED DE L' PLANS PREPARED BY: Be J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206. 851.1106 CDRAWN BY: CHK. BY: -APPV. BY: AAL OJT AM LICENSURE: )• Af lip N EXPIRE9oenlN7 ` EQUIPMENTS T- MOBILE ANTENNAS COLLOCATED ON AN EXISTING S3' AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A V-6* x 16'4r FENCED HALF VAULT LEASE AREA DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLES TITLE SHEET DRAWING NUMBERS Tml r� GENERAL NOTES: 1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAkE PRECEDENCE, THIS SET OF DOCUMENTS IS INTENDED TOBEUSEDFOR DIAGRAMMATIC PURPOSED ONLY, UNLESS NOTED OTHERWISE. THEGENERAL CONTRACTORS SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE INSTALLATION AS DESCRIBED IN THE DRAWINGSAND OWNERS PROJECT MANUAL 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS AND STANDARDIZED DETAILS THAT REQUIRE MODIFICATIONS DUE TO ACTUAL FIELD CONDITIONS AND REQUIREMENTS MUST BE SUBMITTED TO AND APPROVED BY, T- MOBILE WIRELESS REPRESENTATIVE PRIOR TO START OF WORK 3. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO FAMILIARIZE THEMSELVES WITHALL CONDITIONS AFFECTING THE PROPOSED PROJECT. CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION /CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THATTHE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY AND IN WRITING. 4. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGSICONTRACT DOCUMENTS. S. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, SAFETY, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. S. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'SNENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 7. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS , AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK 8. GENERAL CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE, A FULL SET OF CONSTRUCTION DOCUMENTS UPDATED WITHTHELATEST REVISIONS INVOLVED WITH THE PROJECT. THIS SET IS A VALID CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS STAMPED IN RED INK'FOR CONSTRUCTION' AND EACH SUCCESSIVE SHEET BEARS THE ARCHITECTS/ENGINEERS SIGNED WET STAMP. 9. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, ETC. ACCORDING TO APPLICABLE CODES, STANDARDS AND GOOD CONSTRUCTION PRACTICES. 10. THE CONTRACTOR SHALL MEETALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING CONSTRUCTION AND REPAIR ALL DAMAGESTOBETTER THAN NEW CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE CONSULTANT OF ANY DAMAGETO THE BUILDING SITE OR ANYADJACENT STRUCTURES AROUND THE PROJECT. THET- MOBILE REPRESENTATIVE SHALL BE SOLE AND FINAL JUDGE AS TO THE QUALITY OF THE REPAIRED CONSTRUCTION, ANY ADDITIONAL MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE AT THE CONTRACTORS EXPENSE. 12. WHERE NEW PAVING, CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION, THE CONTRACTOR SHALL MATCH THE EXISTING PITCH, GRADE, AND ELEVATION SO THE ENTIRE STRUCTURE SHALL HAVE SMOOTH TRANSITION. 13. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS, WALL, CEILING, OR OTHER CONSTRUCTION AS REOUIREDTO GAINACCESSTO AREAS FOR ALL MECHANICAL, PLUMBING, ELECTRICAL, OR STRUCTURAL MODIFICATIONS. WHERE THE EXISTING CONSTRUCTION DOORS, PARTITIONS, CEILING, ETC., ARE TO BE REMOVED, MODIFIED, OR REARRANGED OR WHERE THE EXPOSED OR HIDDEN MECHANICAL, ELECTRICAL, SYSTEMS ARE ADDED OR MODIFIED, THE GENERAL CONTRACTOR SHALL REPAIR, PATCH AND MATCH ALL EXISTING CONSTRUCTIONAND FINISHES OF ALL FLOORS WALLS AND CEILINGS. WHERE CONCRETE MASONRY CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL TOOTH IN ALL NEW CONSTRUCTION TO MATCH THE EXISTING BOND. WHERE CONCRETE CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL VERIFY THE EXACT DETAILS TO BE USED FOR CONSTRUCTION. ALL WORK SHALL BE COVERED UNDER THE GENERAL CONTRACT. 14. IF CONTRACTOR OR SUBCONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED PLANS, THEN IT IS THE CONTRACTORS AND THE SUBCONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CONSULTANT WITH 4 COPIES OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE WORK IN ADDITION THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED CHANGES BEFORE PROCEEDING WITH THE WORK THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK 15. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2,A OR 2,AIOBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS. 17, SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L LISTED OR FIRE MARSHALAPPROVED MATERIALSAS APPLICABLETO THIS FACILITY AND OR PROJECT SITE. 18. CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY LOCATES, SCHEDULING, COORDINATING SPECIAL AND BUILDING DEPARTMENT INSPECTIONS, 19. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND UTILIZJNG ORIGINAL ROOFING CONTRACTOR AS REQUIRED TO MAINTAIN ANY EXISTING ROOFING WARRANTY. 20. ROUTING OF ALL CONDUITS, CABLES, CABLE TRAYS ETC ARE INDICATED AS PROPOSED LOCATION ONLY. CONFIRM THE EXACT LOCATION AND ROUTING WITH THE ON SITE T- MOBILE CONSTRUCTION MANAGER PRIOR TO STARTING WORK CONCRETE NOTES: 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318 AND THE SPECIFICATION CAST4N -PLACE CONCRETE. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS UNO. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES CLASS'B'AND ALL HOOKS SHALL BE STANDARD UNO, 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CASTAGAINST EARTH .3IN. CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER ......• ..................2 IN. #5 AND SMALLER 8 WWF.........11/2 IN. 5. A 12' TROWELED RADIUS SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE UNO, HOLES TO RECEIVE EXPANSIONIWEDGE ANCHORS SHALL BE 1/8' LARGER IN DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MFR RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. AVOID CUTTING EXISTING REBAR WHEN DRILLING HOLES IN THE ELEVATED SLAB. 8. INSTALLATION OF CONCRETE EXPANSIONNJEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. 7. FLOAT SURFACE SHALL SEA SMOOTH FINISH. SURFACE SHALL BE FREE OFALL OBVIOUS DEPRESSIONS, SURFACE SHALL BE SLOPED AT 27. TO PROMOTE DRAINAGE AWAY FROM EQUIPMENT. SITE WORK NOTES: 1. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 2. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE PCS EQUIPMENT, TOWER AREAS, AND ADJACENT BUILDINGS. 3. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 4. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO THE CRUSHED STONE APPLICATION. S. 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. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. 6. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND SHALL BE CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF ENGINEERING. 7. THE AREAS OF THE CUSTOMERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE BUILDING, DRIVEWAY OR CRUSHED STONE, SHALL BE GRADED TO A UNIFORM SLOPE, FERTILIZED, SEEDED, AND COVERED WITH MULCH AS SPECIFIED IN THE SPECIFICATION LANDSCAPE WORK 8. BEDDING MATERIAL FOR UTILITY LINES, CULVERTS AND PIPING: CLEAN SAND, MEDIUM TP COARSE, SUB ROUNDED NATURAL RIVER OR BANK SAND, WASHED, FREE OF SILT OR CLAY, LOAM, FRIABLE OR SOLUBLE MATERIALS, AND ORGANIC MATER; GRADED IN ACCORDANCE WITH THE FOLLOWING GRAIN SIZE DISTRIBUTION: SIEVE SIZE PERCENTPASSING M. 100 NO.4MESH 60.90 NO.8 MESH 0.45 NO. 16 MESH 0.25 NO. 100 MESH 0.2 NO. 200 MESH 0.2 9. BMPS FOR TEMPORARY EROSION/ SEDIMENTATION CONTROL SHALL BE IMPLEMENTED PER LOCAL, CITY OR COUNTY GUIDELINES AND PER PLAN IF APPLICABLE. I�. i��. j�l��- �I�j�III�IIIlllll -II�IIIIILI�iI� III Inch 1/16 1 2 YY L ! V 5lnce1872'" , ;- ' 1 1 IJ.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 Il.�l I I I I liJ�l I I I I I I I I I I I I I I I I I.I.IIIJ I I I I "I I ABBREVIATIONS AC AIR CONDITIONER AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AFS ABOVE FINISHED SLAB ALUM ALUMINUM AS ANCHOR BOLT L ANGLE ARCH ARCHITECTURAL BTS BASE TRANSMISSION SYSTEM BLDG BUILDING BM BEAM BOT BOTTOM B.O. BOTTOM OF BOC BOTTOM OF CONCRETE BOS BOTTOM OF STEEL ci CONTROL JOINT 9. CENTER LINE CLO CEILING CUR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CTR CENTER DLL /O DIAMETER DTL DETAIL (E) EXISTING EACH EJ EXPANSION JOINT ELEC ELECTRIC/ELECTRICAL EL ED EQUALTION EW EACH WAY EXP EXPANSION EXT EXTERIOR FD FLOOR DRAIN FIN FUR FINISH FLOOR FUR FLOOR FTG FOOTING OA GAUGE GALV GALVANIZED P GYPSUM GB GYPSUM BOARD HM HOLLOW METAL HOR HORIZONTAL HR HOUR HT HEIGHT HVAC HEATING VENTILATION AIR CONDITIONING INSUL INSULATION INT INTERIOR �SCE CODE IOM RE.VT.EW �I.AN �r�AIC94°��9C� rmb COMMUNICATION SYSTEM INCH FOOT LINO UNLESS NOTED OTHERWISE VCT VINYL COMPOSITION TILE VERT VERTICAL W/ WITH WWM WELDED WIRE MESH RVED nFl CITY timu NOV 2-2 2006 PERMITCENTER LEGENDS 8c SYMBOLS CHAINLINKFENCE X X X X CEDAR FENCE POWER - P P P P TELCO POWER/TELCO OVERHEAD COAX BUG CTo' I ON VIEW BUG �u��pTNC S�� .. _ ELEVATION DETAIL BUG -T T T T - TIP TIP TIP TIP -OHC CHC OHC OHC -COAX COAX COAX COAX -OH OH OH OH ATOP OF ... EL_ o DETAIL NUMBER SHEET NUMBER DETAIL NUMBER SHEET NUMBER SECTION BUG DETAIL NUMBER SHEETNUMBER IiI3I'� _ ( 1���II1x411lIIIIIIIIIIlI51 ,1�`�,11�,11I .6 11113/2006 MINOR RE Q09/1812006 Nq Q 811512008 ISSUED FC I II I I IIII I IIIIIIII I II I II I lIl l l ll I I II I II I I I II I III III I III I�fLI lIl ll l�l 111 (l lll�l ll.l l ". T • •Mobile• 19!07 NORTHCREEK PKWY N NOTHELL. WA 99011 OFFICE (428( 396.7600 PROJECT INFORMATION: MILITARY & 27TH SE3551 C 3118 S 140TH ST TUKWILA, WA 98168 ISSUED FOR: BUILDING PERMIT REVISION HISTORY: No. DATEt DESCRIP' 'PLANS PREPARED Bts B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 CDRAWN BY: CHK. BY: =APPV. BY: AAL BJT AM F. LICENSURE: EQUIPMENT: T- MOBILE ANTENNAS COLLOCATED ON AN EXISTING 5T AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A 8'-6'x 16'-0' FENCED HALF VAULT LEASE AREA DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE: GENERAL NOTES DRAWING NUMBER: G -1 0 Qg 11113/2006 MINOR RE Q09/1812006 ADDEDSU Q 811512008 ISSUED FC BUILDING 3 31132006 MINORRE Q12/292005 ISSUED FC Z! 121152005 ISSUED DE 'PLANS PREPARED Bts B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 CDRAWN BY: CHK. BY: =APPV. BY: AAL BJT AM F. LICENSURE: EQUIPMENT: T- MOBILE ANTENNAS COLLOCATED ON AN EXISTING 5T AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A 8'-6'x 16'-0' FENCED HALF VAULT LEASE AREA DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE: GENERAL NOTES DRAWING NUMBER: G -1 0 �lffi T.t h VICINITY MAP NOT TO SCALE RARCEL NUMBERI .'I• .'• • . •• •I.'• I •' •'OVERHE•AD. • ,', • .' •(P) 53'HIGH STEEL MONOPOLE 1523049162 Q1111312008 • . • . r .', I' .',' •'. •'. •', .' ' .'•' .'• • .'• • . • `• LEGAL DnenipT10N1 ADDED SL I 8/152006 ISSUED FC qq-JJ�� E 225 FT OF S 395 FT OF NE IM OF SE 114 TGW W I FT OF E 225 FT OF S 200 FT LESS 0 10�,Z3�g165 .1.00, n � Q31132008 . MINORRE Q12/292005 ISSUED FC • —_ — 12/152005 — _ _ -- Co •• •' •• \(P) 4• UIG PVC J, . • . • , ' (4) \ (SEE BHT. A•4 FOR LF. t TRENCH DETAILS) • \' b I' • ' I \ \ TAX I-0T # I O z GRASS \ 16230490 (E) UTILITY POLE TO BE UTILIZED CONC. PAD FOR POWER &TEL OSOUR h / °o I W /DOOR(TYP •', • , LATITUDE /LONGITUDE 173'o•t \I (P) 3• UIG ELECTRICAL CONDUIT 80 LF. i & Iz' (P) 2• U10 TELECOMM CONDUIT 60 LF. t \ (SEE BHT. A•4 FOR TRENCH DETAILS) / MONOPOLE \ CHURCH �. BUILDING OROAPOSOEID \ — 0) I rn A 00 i N \ TEMP.M SHED °P�TfU'°UNITS \ TAXI 1. 52 G TE' \ (P) 5'•8•x18'-0•T•MOBILE_ PLA1(� QUND __ �• HALF•VAULT TELECOMMUNICATION _ '`\ \ 1623 1'•�•. \ COMPOUND WI B' CHAIN LINK FENCE (E) PLAYGROUND 'I•' &PRIVACY SLATS �r �yf ' • • 001•51 t LO l — \ L OT # I T p ,)CL0 T 0294069 1623049'50 623 I .. WALLS I \ I I �. �• LANDSCAPE \ I \ z 2 w � N w . Lli z J to F- o l (n w O z .•w•• co -GATE \ .'I• .'• • . •• •I.'• I •' •'OVERHE•AD. • ,', • .' •(P) 53'HIGH STEEL MONOPOLE .' '. Q1111312008 • . • . r .', I' .',' •'. •'. •', .' ' .'•' .'• • .'• • . • `• WI ' ADDED SL ' . 8/152006 ISSUED FC .1.00, n T•MOBILEARTENNAS(TYPOF3) r_ ---- Q31132008 . j MINORRE Q12/292005 ISSUED FC • —_ — 12/152005 — _ _ -- Co •• •' •• \(P) 4• UIG PVC COAX CONDUIT SO • ' • \ • ,' . • . • , ' (4) \ (SEE BHT. A•4 FOR LF. t TRENCH DETAILS) • \' b I' • ' F36- \ \ TAX I-0T # I v° • I'o H T. = 89' \ \ 16230490 \ / I • . CE44 •', • , LATITUDE /LONGITUDE 173'o•t \I Iz' POSITION \ MONOPOLE \ '• RI �. OROAPOSOEID eo _ A'. O \ DS18 Do i 7 \ I 146'•0• t iD o O \ I E-- �.� 37 S 3 3j 942" E — — — — _ _ _ S 89'44'13 E 189.35 S 140TH ST — � OVERALL SITE PLAN —� \ 22x34 SCALE: 1' • 2D \ \ � 11x17 SCALE: 1••40' m v tv w a \ \ al►li,i� iii�i_i li�i�ili iIi'�ii,i il;i��►li ili�i ��l�Thr l��li- �li�r��1�h11;�ihhhj�ll �, . Inch. 1116 t' t I ti� st zt f 111 liiiliiii�iii.I ►���i��i�l.. ►.�i��il��i�l��iili�i� 3t 5 6'. •��t�io-n yi:, j++y: 9,�•d s 1 s• 5 b. E. I wo 'IiiliiiiliiiilI1nliiiI 1" Iiilii iiliiiiliuiliiiiliiiiliiiilii� `ilz iiiiliiiiliiiiliuil PROPOSED 16'X8.1 LEASE AREA 2" STEEL POST (TYP) II SITE BENCHMARK MAG NAIL ELEV.= 361.75' 362 IEW R COMPLIANCE V 3 0 2006 Tukwija ICITYOFTIUKMIA NOV. 2'2 2006 PERMITCENTER T m mMeblle• 19W7 NORTHCREEK PKWY N tOTHELL, WA 91111011 OEFlCE (Rae) 798.7800 PROJECT INFORMATIONS MILITARY A 27TH SE3551C 3118 S 140TH ST TUKWILA, WA 98188 ISSUED FORS CBUILDING PERMIT REVISION HISTORYI No. DATEI DESCRIP —PLANS PREPARED B1: B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206.851.1106 CDRAWN BY: CHI. BY: =APPV. BY: AAL BJT AM =LICENSURES "EQUIPMENTS — [T•MOBILE ANTENNAS COLLOCATED ON AN EXISTING 57AGL STEEL MONOPOLE WITH STS EQUIPMENT IN A 8' -• x 16'4- FENCED HALF VAULT LEASE AREA DRAWINO INFORMATIONS DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLES SITE PLAN DRAWING NUMBERS Aml Q1111312008 MINORRE QOW182008 ADDED SL Q 8/152006 ISSUED FC BUILDING Q31132008 MINORRE Q12/292005 ISSUED FC Qj 12/152005 ISSUED DE —PLANS PREPARED B1: B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206.851.1106 CDRAWN BY: CHI. BY: =APPV. BY: AAL BJT AM =LICENSURES "EQUIPMENTS — [T•MOBILE ANTENNAS COLLOCATED ON AN EXISTING 57AGL STEEL MONOPOLE WITH STS EQUIPMENT IN A 8' -• x 16'4- FENCED HALF VAULT LEASE AREA DRAWINO INFORMATIONS DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLES SITE PLAN DRAWING NUMBERS Aml (E) BUILDING BUILDING WALKWAY I/ .CONCRETE-4 :`:.WALKWAY , I Q111132006 MINORRV Q091182008 ADDEDSU / 8115/2006 ISSUED FC BUILDING I I � MINOR RE7 Q12/292005 ISSUED FC Qj 12/152005 ISSUED DE 1 � If / vr.....,c.w" w.e.- REPLACE PORTION OF (E) FENCE 18' UTILITY POLE TO BE UTILIZED (P)8'- 8'x18' -0'T•MOSILE S' THICK CONC /= �/ (E FOR POWERS TELCO SOURCE HALF-VAULT TELECOMMUNICATION / (P)4'WIDE MAN DATE W1 LOCK TO PROVIDE / COMPOUND WI B'CHAIN PRIVACY FE SLAT / ACCESS INTO T•MOBILE COMPOUND / PRIVACY SLATS — -� —, ,— � i ��� (SEE SHT. A-4, DETAIL 10) / P— P— P } = P— P— P T P— P _\ P P 7 — P T �. + •I f ' i P P A T /�— T— p— T— P— T— P— T. _ -- I,•d �!� �_„ —! (' -- (P)3 -UIO ELECTRICAL CONDUIT 80 LF.2b / (P)T•MOBILE', — — — (P) 2' UIO TELECOMM CONDUIT 60 LF.! / UTILITY H -FRAME i „ dub — — — — — — — — (SEE SHT. A-4 FOR TRENCH / / — 8' THICK CONC WALL (TYP) I / / — — — — — — — — — — — — — (P) T•MOBILE STS EQUIPMENT 1 / / (SEE SHT. A•3 FOR CABINET DETAILS) I (E) UIG WATER I \ \ 0 DS1 �`` (E)B'! ONO WALL 2" STEEL POST \\\ (E) DEd\ US TR S DS TA I N G I (E) GRASS LAWN \\\ WALLS I PROPOSED MONOPOL / �\ LOCATION (P) (4) 4' UIG PVC COAX CONDUIT 60 L.F.! COAX ,— COAX \� COAX COAX (SEE SHT. A-4 FOR TRENCH DETAILS) — COAX >< -- — \\ TREE DRIP— LINE\�\ REVIEWED FOR \ \ CE COMPLIAN nr \ NOV 3 �Q\2 06 �I Of l`o iCWilB \ \ \ ..BUT f� DIV- T z�N \ Inch 1a�s 1I 2I .. I iC® z1�9Y) li TT Ji °ja'�:Ha; Slnre:6p�• s F Kr V ILU. III�IIIIIIIII�IIIIIIIII�IIIIIILII��ll�llllll�lllllllll I ENLARGED SITE PLAN 22x34 SCALE: 311(r- 1' 1107 SCALE: 3G2'• V 4 I "III LII t VIII l�lll� 1 111 llTl1i CIIYOFT�►� NOV. 2 2006 \\ PERMITCENTER I. T - mMobile- 19807 HOIITHCREEK PKWY N EOTHELL. WA 98011 ONCE (448)398.7000 . PROJECT INFORMATION: MILITARY 8: 27TH SE3551C 3118 s 140TH ST TUKWILA, WA 98188 ISSUED FOR: CBUILDING PERMIT REVISION HISTORY: FNo. DATEt OESCRIPTIONt CHIC. APPV. `PLANS PREPARED .13 B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 DRAWN BY: CHK. BYI = APPV. BY: AAL BJT AM r LICENSURM T,THOMA ywlp 37x1 1sTa� EXPUtE4 � O&aSM7 ` EQUIPMENT: T- MOBILE ANTENNAS COLLOCATED ON AN EXISTING 53'AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A 6' -' x 16'-0' FENCED HALF VAULT LEASE AREA DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE: ENLARGED SITE PLAN DRAWING NUMBER: AAA M , Q111132006 MINORRV Q091182008 ADDEDSU Q 8115/2006 ISSUED FC BUILDING I Q3/1312000 MINOR RE7 Q12/292005 ISSUED FC Qj 12/152005 ISSUED DE `PLANS PREPARED .13 B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 DRAWN BY: CHK. BYI = APPV. BY: AAL BJT AM r LICENSURM T,THOMA ywlp 37x1 1sTa� EXPUtE4 � O&aSM7 ` EQUIPMENT: T- MOBILE ANTENNAS COLLOCATED ON AN EXISTING 53'AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A 6' -' x 16'-0' FENCED HALF VAULT LEASE AREA DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE: ENLARGED SITE PLAN DRAWING NUMBER: AAA M , ' TOP OF POLE 63' -0•AOL QS 111132008 MINORRE Q091182008 STRUCTURALNOTE: Q 811512008 ISSUED F( STRUCTURAL DESIGN OF STEALTH WIRELESS SUPPORT Q3113MODO MINOR RE Q12292005 STRUCTUREBYOTHERS. . TRADDOMEWIANTENNASWITHINSHROUD Q17/152005 .. RADCENTER ISSUED DI . .AGL GPS ANTENNA TO BE ROUTED INSIDE POLE FAA LIGUTING NOT REQUIRED. _(P) 53' HIGH STEALTH WIRELESS SUPPORT STRUCTURE MONOPOLE •� •. Ll f(E) DECIDOU CO NCE f !1� C11 LjkW.� LHJ1 G /14^T�NlI ) �rr{ u%/ L/ '147�I "O /A[�;ilL%I1�MAfilLiilNr e "'PAD 1111I' 'IlIlIl' '1l1l1'1l1l1l1l1l1l1l1l 11111111111��11�1� 11 11111 ��4di1 � ! ` (� �lII�,N/�JfiNI a,��"r I i k i; %�A rlj l�'` A�r Qr ' .�`�'lp LL ".�`jy�jl lrl /' ��y( A�l �A 1�l %�lA� rl�J ��!�A ����r r (�1 j'." /{ , %NAi Z I- 1pCUP 71 A y'l �A, - • 1 yw � Ml�AY,.� ;,���'�;�'�I,�Al,.1c►���� „�� � 111 �� �l �F 1 �� � �1 � AAl • i r � 7 Yri' �������������IIIIIIIIII I► l�il► ,��I� ... . ) I.: �I i 'j 2� SS ��ii��r11► l r ��ii,�jr� ►r�� 1 � j�•l� � �5i I � Inch 1118 l - -.. .. ..r, ARMOTT S1 M'a`lt. 11�r�'- *�^ttyY Srt+'.i.'i"s, iP.,yt>✓ �igkh'i+AT}4'f °n"''G : .. nu r IS! `^; h PhKmir vY` .+klt .viii A *„ar1 v i Z )s SI187a -.I ut £y%'I �1 ils�y� €Itx S 111110 E L Z 6: 11. L 6A 0 3tv i ut�d�.}^s��Y r, G 5 L u�AIIII►ii�inil' *11 i1ii�iiliiu�i `iili'iii�i`i`iili I T — Mobile• 19907 NORTHCHERK PKWY N NOTHELL, WA 99011 OFFICE (415) 3947000 PROJECT INFORMATIONS MILITARY & 27TH SE3551C 3118 S 140TH ST TUKWILA, WA 98188 ISSUED FOR: CBUILDING PERMIT REVISION HISTORYf FNo. DATE: DESCRIF `PLANS PREPARED B1: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 CDRAWN BY: CHK. BY: =APPV. BY: AAL OJT AM I—LICENSUREs T H O,if� >sq s I,q �1ST1�T' BXPIRGS0 &-3N7 �. `EQUIPMENT: [T•MOSILE ANTENNAS COLLOCATED ON AN EXISTING 57 AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A 8' -0• z 18'4• FENCED HALF VAULT LEASE AREA DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE: SITE ELEVATION DRAWING NUMBER: A -2 I QS 111132008 MINORRE Q091182008 ADDED SL Q 811512008 ISSUED F( BUILDING Q3113MODO MINOR RE Q12292005 ISSUED F( Q17/152005 ISSUED DI `PLANS PREPARED B1: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 CDRAWN BY: CHK. BY: =APPV. BY: AAL OJT AM I—LICENSUREs T H O,if� >sq s I,q �1ST1�T' BXPIRGS0 &-3N7 �. `EQUIPMENT: [T•MOSILE ANTENNAS COLLOCATED ON AN EXISTING 57 AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A 8' -0• z 18'4• FENCED HALF VAULT LEASE AREA DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE: SITE ELEVATION DRAWING NUMBER: A -2 I 1 EQUIPMENT ISOMETRIC VIEW Ad N.T.S. PURCELL PPC PLINTH - PROVIDE SHIMS TOLEVEL NOKIA ULTRASITE CABINET PLINTH (TYP) - PROVIDE SHIMS TO LEVEL g BTS EQUIPMENT PLINTH DETAIL Ad N.T.S. 2 EQUIPMENT CABINET ELEVATION A-0 N.T.S. REILI E FOR �PLIANCE 0 2006 PURCELL POWER NOKIAULTRASITE KUI ULTRASITE CABINET CABINET CABINET 3' I '� 3. g�T p Wye I I 2*4- REQUIRED MINIMUM SERVICECLEARANCE I I I RECEIVED CITYOFT(IKWI SERVICE CLEARANCE PLAN NOV,. 2 2 2006 Ad N.T.S. PERMITCENTER iil�jili� !IL��!,IILL�L�III�IIL►2IIIIfI�I �!,!' <I`113I�IIII IT IITII 4p1i���1�11��1'15�I1��l�l�lhh16 .. Inch 1116 ✓�F `fw. rx` a .tu °'wxi,*^^ 1 r n� A <i�"` KTMo arimC wmn `r rs sc n Sl"ccT872' Bl tiL E6 ZL:! LL x04�II6.. :Fw 1111111�IIII�IIII 9 � °I9 I III�IIII��I`9 I III�4 E �IIIIIZ II II�IIIIIIG WO I] IIIII�ILIIIIII�III JIII�IIIII I(I IIIf�IIII IIIIIIIII�IIIIII II I 1J .I I. T - •Mobile• 19807 HORTHCREEK PKWY H BOTHELL, WA .11 OFFICE (425) 0967000 PROJECT INFORMATION: MILITARY & 27TH SE3551C 3118 S 140TH ST TUKWILA, WA 98168 ISSUED FORS CBUILDING PERMIT REVISION HISTORY: rNo. DATES DEECRIPrnOHo CHK. AP 0 PLINTH ANCHOR 12' 4.112' REDHEAD SLEEVE ANCHOR (TYP) 0 0 0 o o Qg 11113/2006 MINOR RE Q09118/2006 ADDEDSU Q 811&2008 0 BUILDING I 0 j�--- Z-8• MINORRE1 2' -6' �f g BTS EQUIPMENT PLINTH DETAIL Ad N.T.S. 2 EQUIPMENT CABINET ELEVATION A-0 N.T.S. REILI E FOR �PLIANCE 0 2006 PURCELL POWER NOKIAULTRASITE KUI ULTRASITE CABINET CABINET CABINET 3' I '� 3. g�T p Wye I I 2*4- REQUIRED MINIMUM SERVICECLEARANCE I I I RECEIVED CITYOFT(IKWI SERVICE CLEARANCE PLAN NOV,. 2 2 2006 Ad N.T.S. PERMITCENTER iil�jili� !IL��!,IILL�L�III�IIL►2IIIIfI�I �!,!' <I`113I�IIII IT IITII 4p1i���1�11��1'15�I1��l�l�lhh16 .. Inch 1116 ✓�F `fw. rx` a .tu °'wxi,*^^ 1 r n� A <i�"` KTMo arimC wmn `r rs sc n Sl"ccT872' Bl tiL E6 ZL:! LL x04�II6.. :Fw 1111111�IIII�IIII 9 � °I9 I III�IIII��I`9 I III�4 E �IIIIIZ II II�IIIIIIG WO I] IIIII�ILIIIIII�III JIII�IIIII I(I IIIf�IIII IIIIIIIII�IIIIII II I 1J .I I. T - •Mobile• 19807 HORTHCREEK PKWY H BOTHELL, WA .11 OFFICE (425) 0967000 PROJECT INFORMATION: MILITARY & 27TH SE3551C 3118 S 140TH ST TUKWILA, WA 98168 ISSUED FORS CBUILDING PERMIT REVISION HISTORY: rNo. DATES DEECRIPrnOHo CHK. AP `PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 CDRAWN BYs CHK. BYs =APPV. BYs AAL BJT AM P LICENSUREs 1,THO1) / 1p Illp`16 z 37041 S bNN.ti'� EXPHiFS 08/'317 `EQUIPMENT: T- MOBILE ANTENNAS COLLOCATED ON AN EXISTING 53' AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A 8' -6' z 16'4' FENCED HALF VAULT LEASE AREA DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUSTVERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION, THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE: BTS EQUIPMENT DETAILS DRAWING NUMBER: A -3 Qg 11113/2006 MINOR RE Q09118/2006 ADDEDSU Q 811&2008 ISSUED FC BUILDING I Q311312006 MINORRE1 Q12/292005 ISSUED FC Qj 12/152005 ISSUED DE `PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 CDRAWN BYs CHK. BYs =APPV. BYs AAL BJT AM P LICENSUREs 1,THO1) / 1p Illp`16 z 37041 S bNN.ti'� EXPHiFS 08/'317 `EQUIPMENT: T- MOBILE ANTENNAS COLLOCATED ON AN EXISTING 53' AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A 8' -6' z 16'4' FENCED HALF VAULT LEASE AREA DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUSTVERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION, THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE: BTS EQUIPMENT DETAILS DRAWING NUMBER: A -3 FINISH GRADE OR AC PAVING MATCH SLOPE THICKNESS OF EXISTING UNDISTURBED NATIVE SOIL COMPACTED BACKFILL PER- WSDOT 9-03.14(3) COMPACTED TO MIN OF95% MAX. UNIT WTAS DETERMINED BY ASTM D1557 UTILITY WARNING TAPE DIRECT BURIED 3' PVC ELECTRICAL CONDUIT WAB' RADIUS SWEEPS PIPE ZONE BEDDING PER WSDOT 9 -03,12(3) COMPACTED TO MIN. 95% OF MAX UNIT WTAS DETERMINED BY ASTM D1557 1 ELECTRICAL SERVICE TRENCH A4 N.T.S. FINISH GRADE OR AC PAVING MATCH SLOPE THICKNESS OF EXISTING UNDISTURBED NATIVE SOIL COMPACTED BACKFILL PER WSDOT 9-03,14(3) COMPACTED TO MIN UNIT WTAS DETERMINED BYASTM D1557 UTILITY WARNING TAPE PIPE ZONE BEDDING PER WSDOT 9-03.12(3) COMPACTED TO MIN. 95 %OF MAX UNIT WTAS DETERMINED BY ASTM D1557 (4) 4'0 PVC COAX CABLE CONDUITS (1) 2-0 PVC COAX CONTROLLER CABLE CONDUIT COAX CABLE TRENCH A-0 N.T.S. 200 AMP ELECTRICAL SERVICE PANEL — 1.518' ATTACH AS REQUIRED TRANSIENT VOLTAGE SURGE SUPPRESSER MIN. FINISH GRADE OR AC PAVING MATCH SLOPE THICKNESS OF EXISTING UNDISTURBED NATIVE SOIL COMPACTED BACKFILL PER WSDOT 9-03.14(3) COMPACTED TO MIN OF 95% MAX. UNIT WTAS DETERMINED BY ASTM 01557 UTILITY WARNING TAPE DIRECT BURIED r PVC TELEPHONE CONDUIT (2) 9 PAIR DROP. PIPE ZONE BEDDING PER WSDOT 9-03.12(3) COMPACTED TO MIN, 95% OF MAX UNIT WTAS DETERMINED BY ASTM D1557 2 TELCO SERVICE TRENCH 4 N.T.S. 8'CONC. STEMWALL ADJ. HEIGHT AS 9m REQUIRED FOR W MIN. ABOVE FINISH GRADE r.4' PERF PIPE W/ DRAIN ROCK TYP. 8'CONCRETE PAD FOR BTS EQUIPMENT SHELTER SERVICE LIGHT WITH TIMER AND DUPLEX RECEPTACLE PMEL O PLASTIC UNISTRUT ENDCAPS TYPICAL 7vab METER BASE STANDARD3.0 GALVANIZED STEEL PIPE WEST SIDE OF COMPOUND 84 @1r O.C. EACH WAY B' COMPACTED AGGREGATE UNDISTURBED TO 95% MAX UNIT WEIGHT NATNESOIL- PER ASTM D1557 2500 PSI CONCRETE NO SPECIAL INSPECTIONS REQUIRED EQUIPMENT SHELTER VAULT SECTION A•4 N.T.S. TELCO DEMARCATION POINT - 1.5/8' UNISTRUT- ATTACH AS REQUIRED RLH #880 &1402 -01 H-FRAME UTILITY EQUIPMENT A4 N.T.S. iROl1LR TELCO box DEMARC box EAST SIDE OF COMPOUND STANDARD 7 0 GALVANIZED STEEL PIPE . i� fi Inch 1118 ? ffCOW °) P Since 1872T- A MIN. SHARED ELECTRICAL AND TELCO TRENCH Ad N.T.S. CODE REVIEW MPL NCE ,� PA�►R91�d�1�� NNOV 3 0 2006 T- MOBILE ANTENNAS (SEE SHT. RF•2 FOR DETAILS) 1 ppNG f T, �1i/kw:7la I D 1 �1��+J ppJ PFO NOTE: EL DIAGRAM REPRESENTS ANTENNA SECTORS ONLY AND MAY NOT ACCURATELY REPRESENT THE ACTUAL POSITIONING OF THE ANTENNAS MOUNTED TO THE POLE. ��NTENNA COVERAGE SECTORS A-4 N.T.S. TRUSS OR TENSION ROD AS REOUIRED NOTE: (2) V SLIDING GATES DESIGN BY FENCE CONTRACTOR FINISH GRADE OR AC PAVING MATCH SLOPE THICKNESS OF EXISTING UNDISTURBED NATIVE SOIL COMPACTED BACKFILL PER WSDOT 9-03.14(3) COMPACTED TO MIN UNIT WT AS DETERMINED BY ASTM D1557 UTILITY WARNING TAPE DIRECT BURIED 2' PVC TELCO CONDUIT WA8' RADIUS SWEEPS PIPE ZONE BEDDING PER WSDOT % 9-03.12(3) COMPACTED TO MIN. 95 MAX UNIT WTAS DETERMINED BYASTM D1557 DIRECT BURIED 3' PVC ELECTRICAL CONDUITW13V RADIUSSWEEPS OTICE IN CASE OF AN EMERGENCY; CALL 1. 888. 662.4662 31to No: SE3551C Site Nome: MILITARY & 27TH NOTICE GENERALINFORMARONFCNWOR04 ININEAREAOFWTD M3 . upww_dwlwY „J.dl.w.wl»wA.wiwd • oe.,dlP.r.eNn. . Awwwdl_rrr.w/,� • MdNN..MI.wwdNw N:IMdvwe g SITE SIGNAGE DETAIL 111Ad N.T.S. NOTE: TAN COLORED PRIVACY SLATS REQUIRED 2' MAX TOP RAIL 1/4h3/4' STRETCHER BAR W/ MUSHROOM BANDS FENCE POST (TYP.); SEE CHART BELOW FOR SIZE CHAIN -LINK FABRIC; TO TOUCH GROUND TENSION WIRE AT BOTTOM OF FABRIC V HIGH GATEIFENCE (-I "y1/U.1 MT I—PPOV .PMdi W) POSTTYPE POSTDIAMETER NOTES: LINE POST Q11/132008 ,, uLOT& 11 1 0tlN 1MrIm FExaMT MV111/AC }I1pEb \/RRWED rvP xv.Lxn CORNERPOST 3.0 4'0) ADDEDSU GATEPOST 3'0(4.0) ISSUED FO BUILDING I 10 FENCE DETAIL A�4 N.T.S. 111111 ]'1 l'��I��rl'�5 l 6 H u�g � •� I8 ,.�- (l;• Ig (g .ly IE IZ I6 : wol iiliiii iiiiliiu iinluii uiilii ►i iiiiliiii iiiiliiiiuiiliiii iiiiliiii iiuliii.i FOOTING W/ 12' CROWN; SEE CHART BELOW FOR SIZE t: DEPTH FENCE d GATE NOTES: 1. GATE FRAME- 1.7/8.OD, TOP d BRACE RAIL-1-Sr OD, SCHED40 ASTM -F1083 2. FABRIC: 9 GA CORE WIRE SIZE r MESH FABRIC; FABRIC TO TOUCH GRAVEL BASE. 3, TIE WIRE: MINIMUM 11 GA GALVANIZED STEEL 4. BARBED WIRE: NONE REQUIRED 5. GATE LATCH; SWINGING GATE LATCH; VERIFY WITH PROJECT MANAGER. RECED C1W0FTUKWILA NOV 2 2 2006 PERMITCENTER T - - Mobile- 10007 NORTHCREEK PKWY H BOTHELL, WA 90011 O FFICE(425) 390.7000 PROJECT INFORMATION: MILITARY A 27TH SE3551 C 3118 S 140TH ST TUKWILA, WA 98188 ISSUED FOR: C�BUILDING PERMIT REVISION HISTORYs No. DATE, DESCRIPT:ONt CHK. APPV. Br, er, `PLANS PREPARED BY. B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206. 851.1106 DRAWN BY: CHK. BY: =APPV. BY: CAAL BJT AM T-LICENSURE: `EQUIPMENT: T-MOBILE ANTENNAS COLLOCATED ON AN EXISTING 53' AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A 8' -0' x 18'-0' FENCED HALF VAULT LEASE AREA DRAWING INFORMATION: DO NOT SCALE DRAWINGS, CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE: GENERAL DETAILS DRAWING NUMBER: Am4 Q11/132008 MINOR RV Q0911812008 ADDEDSU Al 81152008 ISSUED FO BUILDING I A1 311312008 MINORRE7 12292005 ISSUED FO Qj 12/1512005 ISSUED DE `PLANS PREPARED BY. B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206. 851.1106 DRAWN BY: CHK. BY: =APPV. BY: CAAL BJT AM T-LICENSURE: `EQUIPMENT: T-MOBILE ANTENNAS COLLOCATED ON AN EXISTING 53' AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A 8' -0' x 18'-0' FENCED HALF VAULT LEASE AREA DRAWING INFORMATION: DO NOT SCALE DRAWINGS, CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE: GENERAL DETAILS DRAWING NUMBER: Am4 FLAG NOTES: ALL REINFORCEMENT BARS (RESAR)SHALL BE SIZED 05 UNLESS NOTED OTHERWISE. HORIZONTAL RESAR SPACING WITHIN HALF-VAULT SIDE SHALL BE 17 O.C. VERTICAL RESAR SPACING WITHIN HALF-VAULT SIDE SHALL BE 17 O.C. rE EOUIPMENT PAD . AJ, DETAIL 8) HALF -VAULT SECTION AS 24'x3fi'SCALE: 12' -1' 11'x 1r SCALE: 114' -1' a z' 4' n HALF -VAULT SIDE VIEW (EAST) AS 24'x38'SCALE: 12'•1' 1 r x 1r SCALE: 114' • 1' a r 4' TT B' FILTER FABRIC 4' PERFORATED DRAIN PIPE -DAYLIGHT EACH SIDE WASHED DRAIN ROCK Inch 1118 r 'JiCVl l® r •� tq i :r Since Illp '. 1,11.1 IT 1 '1'11111�11llll1 lllllllllh 8. . is Q° d ` (P) CONC PAD ° HALF -VAULT PLAN VIEW A^5 24'x 36' SCALE: 12'•1' 11' x tr SCALE: 114' • 1' 0' 7 4' to HALF-VAULT FRONT VIEW 24'x 38' SCALE: 11T -1' 11, x tr SCALE: 114' - V O' 7 4' 1RJf���r�V.IEwED /iSd(/>c r �'„ r lm". _ Q� Mme -,"m' r) V 3 0 2006 I INIM INS VlStON RECEIVED CITY OFTUKWI[A NOV. 2'2 2006 PERMITCENTER T • •Mobile - 10!07 NORTHCHUX PKWY N NOTH[LL, WA 90011 OFPICK (425) 390.7600 PROJECT INFORMATIONS MILITARY 81 27TH SE3551C 3118 8 140TH ST TUKWILA, WA 98168 ISSUED FOR: CBUILDING PERMIT REVISION HISTORY: rNo. DATEs DESCRIPTIONI CHK. APPV. 1 1 6� 3I 'i rli irk H 'ix ,2I«'� 4" s ADDEDSU Q 81152008 ISSUED FC BUILDING I A3/132008 W O MINORRe 11; 1:1 iil11 hill 11111l�lill�lill�IIII�HII�lill�illl�1111 .11.IL ! 1RJf���r�V.IEwED /iSd(/>c r �'„ r lm". _ Q� Mme -,"m' r) V 3 0 2006 I INIM INS VlStON RECEIVED CITY OFTUKWI[A NOV. 2'2 2006 PERMITCENTER T • •Mobile - 10!07 NORTHCHUX PKWY N NOTH[LL, WA 90011 OFPICK (425) 390.7600 PROJECT INFORMATIONS MILITARY 81 27TH SE3551C 3118 8 140TH ST TUKWILA, WA 98168 ISSUED FOR: CBUILDING PERMIT REVISION HISTORY: rNo. DATEs DESCRIPTIONI CHK. APPV. ;PLANS PREPARED Bt: B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206.851.1106 ;DRAWN BY: CHK. BY: =APPV. BYt AAL BJT AM LICENSURE: J''r M' O „s jl /eft& 7 1 Sb1 EXPIRES 0:-: V7 — E4iU1PMENT7 T- MOBILE ANTENNAS COLLOCATED ON AN EXISTING 53' AGL STEEL MONOPOLE WITH STS EQUIPMENT IN A 8' .6'x iB-0' FENCED HALF VAULT LEASE AREA DRAWING INFORMATION: — DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE: HALF VAULT DETAILS DRAWING NUMBER: Ams i Q11/132008 MINOR RE' Q091182008 ADDEDSU Q 81152008 ISSUED FC BUILDING I A3/132008 MINORRe QI12MOOS ISSUEDFC Q12JI52ODS ISSUEDDE ;PLANS PREPARED Bt: B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206.851.1106 ;DRAWN BY: CHK. BY: =APPV. BYt AAL BJT AM LICENSURE: J''r M' O „s jl /eft& 7 1 Sb1 EXPIRES 0:-: V7 — E4iU1PMENT7 T- MOBILE ANTENNAS COLLOCATED ON AN EXISTING 53' AGL STEEL MONOPOLE WITH STS EQUIPMENT IN A 8' .6'x iB-0' FENCED HALF VAULT LEASE AREA DRAWING INFORMATION: — DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE: HALF VAULT DETAILS DRAWING NUMBER: Ams i HALF -VAULT SECTION A.5 24'x38'SCALE 12' -1' 11'x1TSCALE: 114' -1' 0' 2' 4' �1 T- MOBILE COMPOUND (NORTH SIDE) A5 24'x3S'SCALE: 12' -1' 11 1T SCALE: 114'-11 a r 4' II�III�III�lll�lll�l�liIII�III�III�I. Inch ``. 1/18��vv�,++�1 2 7. Since 18731- III.II�IIIIIIIII I IIIIIII�III� 111 _ � �1,(`' L�,a 4 µ JI � I 1.11 �Ll11IIIII�IIIIIIIII 1j I/ I` I I ♦�iiV �� ♦ � 4 ♦mot O�I ���I ♦� ♦,. ♦���j ♦,�j ♦,I�I�' Io ! �!,` �l���l��V���������ij�4���Qj ♦Qj ♦�♦,;I: • i• �. /\/ • i � ♦I �•��Y�� ���� I ♦,11♦ iii ' .r..• 1� � p it 4�.•�•••�.1`4♦i• ,!!�� I�q �l �I ♦ ♦ ♦I♦ ♦ ♦i I 6�4 �II ♦ f . •, .e..�11♦I ♦ ♦I ♦�l i� SIR ►♦I ♦i�t�' II+Itc`.��Ll��� PERSPECTIVE VIEW 24: 38' SCALE: NTS 11'x1TSCALE: NTS Cop VIEWED FOR E COMPUMICE NOV 3 0 2Q06 C1 rtU wilo . FENCE NOTE: TAN PRIVACY SLATS REQUIRED FOR THIS PROJECT. PRIVACY SLATS NOT SHOWN FOR CLARITY. 1�111�3II�IIIj�i�ljl�i 4�j��l�l�lll ^�111�511�1�1�i11j1� -�6: 3 Iilliiililillllillll1l�lllllllil��ullll�lll��l���► I�► ii�iiiil f►�����ul�������ul���.�� CITYOFT IMILA NOV. 2 2 2006 PERMITCENTER T - •Mobile• 19!07 NORTHCREEK PKWY N 50THELL, WA 99011 OFFICE (4781390.7000 PROJECT INFORMATION: MILITARY A 27TH SE3551 C 3118 S 140TH ST TUKWILA, WA 98168 ISSUED FOR: CBUILDING PERMIT — IIFVIRIf1 - U- Qrn0V. No. DATES DESCRIF :PLANS PpEPARED B1: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206. 851.1106 :DRAWN BYs CHK. BY: =APPV. BYs AAL BJT AM : LICENSURE: O>1Sil SarNlw-�'� EXFIRL•4 ONLSA7 CYYIMMCI111; T- MOBILE ANTENNAS COLLOCATED ON AN EXISTING 53' AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A 8'-8' x 18'41' FENCED HALF VAULT LEASE AREA DRAWING INFORMATIONS DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE: HALF VAULT ELEVATIONS DRAWING NUMBER: A-5.1 Q11113/2008 MINOR RE QD9/182006 ADDEDSL Q 1/152008 ISSUED FC BUILDING Q31132008 MINORRE Q12/292005 ISSUED FC Qj 1211512005 ISSUED Of :PLANS PpEPARED B1: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206. 851.1106 :DRAWN BYs CHK. BY: =APPV. BYs AAL BJT AM : LICENSURE: O>1Sil SarNlw-�'� EXFIRL•4 ONLSA7 CYYIMMCI111; T- MOBILE ANTENNAS COLLOCATED ON AN EXISTING 53' AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A 8'-8' x 18'41' FENCED HALF VAULT LEASE AREA DRAWING INFORMATIONS DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE: HALF VAULT ELEVATIONS DRAWING NUMBER: A-5.1 ox LOT 0 t6pp49166 62 Ii C b{ z 7 I = GRASS CONC. PAD S W/OOOR(TYP) PROPOSED 16'X8.5' BUILDING LEASE AREA 3 It CHURCH BUILDING w ' — LEGEND �•I i� m _& .EXCEPT THE NORTH 300 FEET THEREOF; — - - — RIGHT -OF -WAY CENTERLINE '.•W., . AND ALSO EXCEPT ANY PART IN ROAD. - — .— — RIGHT -OF -WAY LINE 1) ' TITLE INFORMATION PER TITLE ORDER NO. 610738, ISSUED BY PACIFIC NORTHWEST TITLE COMPANY, DATED DECEMBER — — ADJACENT BOUNDARY LINE • — • • = • • — DITCH LINE /FLOW LINE SECTIONAL BREAKDOWN LINE LOT Z162 16230'19 EASEMENTS -op— OVERHEAD POWER LINE '••'', GATE HVAC UNI '••'�.�• I PLAYGROUND I ' SEE SITE DETAIL FIELD WORK CONDUCTED IN SEPTEMBER, 2006. UP BURIED POWER LINE THE FOLLOWING EASEMENTS FROM THE REFERENCED TITLE REPORT CONTAIN SUFFICIENT INFORMATION TO BE DEPICTED ON THE PLAN. OTHER EASEMENTS OR ENCUMBRANCES,' IF ANY, MAY AFFECT THE PROPERTY, BUT LACK SUFFICIENT BURIED GAS LINE / INFORMATION TO BE SHOWN. 0T OVERHEAD TELEPHONE LINE g-JQ p1a,�, NO EASEMENTS OR OTHER RESTRICTIONS DISCLOSED PER REFERENCED TITLE REPORT. UT BURIED TELEPHONE LINE v BURIED WATER LINE F. 2062441.4455 I• HAND.•• : , I T= — 160 WOOD FENCE AX LOT 0 I .'?'.•'. •'. CONE�E', ,.,. I1. t± I• RETAINING �• BARBED WIRE/WIRE FENCE LANDSCAPE I. 12 WALLS I \ k( .''''• ) COVER .,•.;.. 7' �•..,...•,.,. © POWER VAULT 91 WATER METER ®. UTILITY BOX A FIRE STAND PIPE VI TEMPORARY SHED in •'.' UTILITY POLE \ F39" T g;,: .,'. POLE GUY WIRE HT. -89'\ �L�O�'�T*,{ W CE44 .'•' LA71TUDEAONGITUDE \� ® GAS METER BOLLARD CONCRETE PAD POSITION .••• •� c MAIL BOX ,•'' •'.' •• PROPOSED MONOPOLE \ LOCATION TELEPHONE RISER .234,21 SPOT ELEVATION %-)3 \ I I I DS18O \ ^ I \ 3 a g. - - - - - 0 S 89'403' E 18 30 S 140TH ST I \ FOUND REBAR & CAP ILLEGIBLE ELEV.- 361.75' 362 C4D� t'�t� "'r•�. nor I POST LEGAL DESCRIPTION THE EAST 225 FEET OF THE SOUTH 695 FEET OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; LEGEND SUBJECT BOUNDARY LINE .EXCEPT THE NORTH 300 FEET THEREOF; — - - — RIGHT -OF -WAY CENTERLINE . AND ALSO EXCEPT ANY PART IN ROAD. - — .— — RIGHT -OF -WAY LINE 1) ' TITLE INFORMATION PER TITLE ORDER NO. 610738, ISSUED BY PACIFIC NORTHWEST TITLE COMPANY, DATED DECEMBER — — ADJACENT BOUNDARY LINE • — • • = • • — DITCH LINE /FLOW LINE SECTIONAL BREAKDOWN LINE 7, 2006. EASEMENTS -op— OVERHEAD POWER LINE D U N C A N S O N Comprarylm FIELD WORK CONDUCTED IN SEPTEMBER, 2006. UP BURIED POWER LINE THE FOLLOWING EASEMENTS FROM THE REFERENCED TITLE REPORT CONTAIN SUFFICIENT INFORMATION TO BE DEPICTED ON THE PLAN. OTHER EASEMENTS OR ENCUMBRANCES,' IF ANY, MAY AFFECT THE PROPERTY, BUT LACK SUFFICIENT BURIED GAS LINE 117SW1IJrh&r I.S "fu102 ht s�,aa w hr„ew"aelca INFORMATION TO BE SHOWN. 0T OVERHEAD TELEPHONE LINE g-JQ p1a,�, NO EASEMENTS OR OTHER RESTRICTIONS DISCLOSED PER REFERENCED TITLE REPORT. UT BURIED TELEPHONE LINE v BURIED WATER LINE F. 2062441.4455 NOTE: I 1) ALL ELEVATIONS SHOWN ARE ABOVE MEAN SEA LEVEL m (AMSL) AND ARE REFERENCED TO THE NAV088 DATUM. F PLAYGROUND 2) ALL TOWER, TREE AND APPURTENANCE HEIGHTS ARE b ABOVE GROUND LEVEL (AGL) AND ARE ACCURATE TO 1 3 FEET OR 1 1% OF TOTAL HEIGHT, WHICHEVER IS I GREATER. € CHURCH TREE LEGEND BUILDING I zo DECIDUOUS TREE AL -ALDER ° a PROPOSED LEASE MP -MAPLE m O AREA LOCATION -j. O DS- DECIDUOUS $ '' AL12 TRUNK DIAMETER (IN) MA- MADRONA o / \ OK -OAK TYPE CH CHERRY 18.0' EVERGREEN TREE CE -CEDAR b - DOUGLAS FIR HE HE- HEMLOCK DF78 PI -PINE � / 195.2 EVG- EVERGREEN � �HEIGHT ACL IF MEASURED � N / _ _ _ �- NOTE: \ TREE DRIP LINES ARE NOT TO SCALE. TREE SYMBOLS gg �• ^ REFERENCE TRUNK LOCATION ONLY. TRUNK DIAMETERS ° 2 0 I Z '�i °F' " +.� 4:�•�• WERE APPROXIMATED AT 3.5' TO 4' ABOVE GROUND LEVEL l I2' STEEL POST TREES SHOWN ARE FOR REFERENCE ONLY AND OTHER TREES AND VEGETATION M q �:.�: %t %.✓ (i•ti ,y,. CP.., AY EXIST. (ODS12 \ RETAINING WALLS SITE INFORMATION Rtcoryc$Tir °' +.2 r; I POPOSED MONOP $� y........ ' %•..., t CATION �1� -i ` TAX LOT NUMBER 1623049162 Ld \ \ SITE ADDRESS 3118 S 140TH ST z -- \ TREE GRIP -LINE \ TUKWLA A 98168 SITE CONTACT MIKE UTT N PHONE NUMBER 425 - 398 -7593 Z:) ZONING N/A U Lo z TOTAL LOT AREA 88,9121 S.F.(2.041 AC.) ' MAIL' BOXES I• PROJECT AREA 136 S.F. � In h- N 2� bj ' ASPHALT LATITUDE /LONGITUDE POSITION >_. In F- CL O GENE 'LSI E LOCATION COORDINATE DATA AT PROPOSED MONOPOLE LOCATION: Li LLI NAD 83 NAVD 88 In LAT - 4728'42.13' N ELEV.- 367.2 FEET z LONG - 122'17'32.56' W < z • � BENCHMARK IS "SEAT" J X NGS CPS CORS STATION 1JI U G� A ELEV. - 224.90' Iil S 138TH ( /'I 9 X/ �1�, a ELEVATION DERIVED USING CPS. ACCURACY FLO. CREW: JAR /JE N S 140TH ST -� 7 MEETS OR EXCEEDS 1A STANDARDS AS DEFINED ON THE FAA ASAC INFORMATION SHEET 91:003. FLD. BOOK: 155/51 DRAWN BY: CD FOUND REBAR & CAP / 1 U~!'f _'o "LS. 40016, 18898" s GRAPHIC SCALE I\ S 144TH ST CEIUEU ( D7 Feel) FOUND REBAR & CAP \ I CITYDFT(tKINIIA 1 Inch - 00 TL . "LS. 40018, 18898' N0V 22 200 618 PERMiTCENTER SITE LOCATION VICINITY MAP - NOT TO SCALE - r 1111111. I) I�I�II1IIII�I�IIIIITiil2ll�li� .i�I III:�I�I 'I,I ��(,► 11��1i1�il ►� ►��II!sl�>1�!�11111� 16 } g . Inch 1118 t.. •x i { i .�`t �''~ t + fr& X' +t,Tfy r',pi• k'• 1 a '`,SiF i �?�� � tr6w,y, trx+j+nJ�y i rlt + !'±'�.�a•+ce �c{- T.�i'i�p r u(PM,� .r � rF ,s�1 ' kt s .' , � r}^ `x 4 t ' ftS1T` IM1872x fi . 1 � .� s� kxl `i M1r y f s 41 Rt- 4ti 1� r., 5IL tiL'. EL ZIL ` LG JOd;Uxt�I6 -F ..9 b E Z •.I 6. WO ;. ' IIIJ. III�IIIIIIILI�IIIIIIIII�IIIIJ. II. Il�lll�llllll�IIIIIIIII�L11111111�I�IIIIIIIIIIIIIllll1�llll IIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IILIL. ' � ,� SURVEY REFERENCE 1) RECORD OF SURVEY, RECORDING NO. 20050706900009. 2) KING COUNTY ASSESSOR'S MAP FOR SE S. 16, T. 23N, R. 04E, W.M. BOUNDARY DISCLAIMER THIS PLAN DOES NOT REPRESENT A BOUNDARY SURVEY. SUBJECT AND ADJACENT PROPERTY LINES ARE DEPICTED USING FIELD -FOUND EVIDENCE AND RECORD INFORMATION. JOB y: 01808.173 DATE: 09/12/061 CAUTION! UNDERGROUND UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY BE INCOMPLETE. STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ^ ONE -CALL UTILITY LOCATE SERVICE AT LEAST 48 (\ J' HOURS BEFORE STARTING ANY CONSTRUCTION. 1- 800 - 424 -5555 1 of 1 I ss BURIED SANITARY SEWER NOTES :6 BURIED STORM DRAIN 1) ' TITLE INFORMATION PER TITLE ORDER NO. 610738, ISSUED BY PACIFIC NORTHWEST TITLE COMPANY, DATED DECEMBER — ' • — • • = • • — DITCH LINE /FLOW LINE 7, 2006. • • • • • • • • • • • • • • ... ROCK RETAINING WALL 2 FIELD WORK CONDUCTED IN SEPTEMBER, 2006. ' ' . . • ' , • . VEGETATION LINE 3 BASIS OF BEARING: WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE (NAD83). — 4) UNDERGROUND UTILITIES SHOWN HEREON, IF ANY, WERE DELINEATED FROM SURFACE EVIDENCE AND /OR UTILITY CHAIN LINK FENCE COMPANY RECORDS. CRITICAL LOCATIONS SHOULD BE VERIFIED PRIOR TO DESIGN AND CONSTRUCTION. WOOD FENCE — BARBED WIRE/WIRE FENCE D❑ TRANSFORMER -Q• FIRE HYDRANT k( LIGHT STANDARD 04 GATE VALVE © POWER VAULT 91 WATER METER ®. UTILITY BOX A FIRE STAND PIPE SITE DETAIL TEMPORARY SHED FT UTILITY POLE 0 CATCH BASIN, TYPE I E-- POLE GUY WIRE 0 CATCH BASIN, TYPE II SCALE: 1" - 10' I W GAS VALVE .a. SIGN ® GAS METER BOLLARD CONCRETE PAD OT TELEPHONE VAULT c MAIL BOX I n TELEPHONE RISER .234,21 SPOT ELEVATION NOTE: I 1) ALL ELEVATIONS SHOWN ARE ABOVE MEAN SEA LEVEL m (AMSL) AND ARE REFERENCED TO THE NAV088 DATUM. F PLAYGROUND 2) ALL TOWER, TREE AND APPURTENANCE HEIGHTS ARE b ABOVE GROUND LEVEL (AGL) AND ARE ACCURATE TO 1 3 FEET OR 1 1% OF TOTAL HEIGHT, WHICHEVER IS I GREATER. € CHURCH TREE LEGEND BUILDING I zo DECIDUOUS TREE AL -ALDER ° a PROPOSED LEASE MP -MAPLE m O AREA LOCATION -j. O DS- DECIDUOUS $ '' AL12 TRUNK DIAMETER (IN) MA- MADRONA o / \ OK -OAK TYPE CH CHERRY 18.0' EVERGREEN TREE CE -CEDAR b - DOUGLAS FIR HE HE- HEMLOCK DF78 PI -PINE � / 195.2 EVG- EVERGREEN � �HEIGHT ACL IF MEASURED � N / _ _ _ �- NOTE: \ TREE DRIP LINES ARE NOT TO SCALE. TREE SYMBOLS gg �• ^ REFERENCE TRUNK LOCATION ONLY. TRUNK DIAMETERS ° 2 0 I Z '�i °F' " +.� 4:�•�• WERE APPROXIMATED AT 3.5' TO 4' ABOVE GROUND LEVEL l I2' STEEL POST TREES SHOWN ARE FOR REFERENCE ONLY AND OTHER TREES AND VEGETATION M q �:.�: %t %.✓ (i•ti ,y,. CP.., AY EXIST. (ODS12 \ RETAINING WALLS SITE INFORMATION Rtcoryc$Tir °' +.2 r; I POPOSED MONOP $� y........ ' %•..., t CATION �1� -i ` TAX LOT NUMBER 1623049162 Ld \ \ SITE ADDRESS 3118 S 140TH ST z -- \ TREE GRIP -LINE \ TUKWLA A 98168 SITE CONTACT MIKE UTT N PHONE NUMBER 425 - 398 -7593 Z:) ZONING N/A U Lo z TOTAL LOT AREA 88,9121 S.F.(2.041 AC.) ' MAIL' BOXES I• PROJECT AREA 136 S.F. � In h- N 2� bj ' ASPHALT LATITUDE /LONGITUDE POSITION >_. In F- CL O GENE 'LSI E LOCATION COORDINATE DATA AT PROPOSED MONOPOLE LOCATION: Li LLI NAD 83 NAVD 88 In LAT - 4728'42.13' N ELEV.- 367.2 FEET z LONG - 122'17'32.56' W < z • � BENCHMARK IS "SEAT" J X NGS CPS CORS STATION 1JI U G� A ELEV. - 224.90' Iil S 138TH ( /'I 9 X/ �1�, a ELEVATION DERIVED USING CPS. ACCURACY FLO. CREW: JAR /JE N S 140TH ST -� 7 MEETS OR EXCEEDS 1A STANDARDS AS DEFINED ON THE FAA ASAC INFORMATION SHEET 91:003. FLD. BOOK: 155/51 DRAWN BY: CD FOUND REBAR & CAP / 1 U~!'f _'o "LS. 40016, 18898" s GRAPHIC SCALE I\ S 144TH ST CEIUEU ( D7 Feel) FOUND REBAR & CAP \ I CITYDFT(tKINIIA 1 Inch - 00 TL . "LS. 40018, 18898' N0V 22 200 618 PERMiTCENTER SITE LOCATION VICINITY MAP - NOT TO SCALE - r 1111111. I) I�I�II1IIII�I�IIIIITiil2ll�li� .i�I III:�I�I 'I,I ��(,► 11��1i1�il ►� ►��II!sl�>1�!�11111� 16 } g . Inch 1118 t.. •x i { i .�`t �''~ t + fr& X' +t,Tfy r',pi• k'• 1 a '`,SiF i �?�� � tr6w,y, trx+j+nJ�y i rlt + !'±'�.�a•+ce �c{- T.�i'i�p r u(PM,� .r � rF ,s�1 ' kt s .' , � r}^ `x 4 t ' ftS1T` IM1872x fi . 1 � .� s� kxl `i M1r y f s 41 Rt- 4ti 1� r., 5IL tiL'. EL ZIL ` LG JOd;Uxt�I6 -F ..9 b E Z •.I 6. WO ;. ' IIIJ. III�IIIIIIILI�IIIIIIIII�IIIIJ. II. Il�lll�llllll�IIIIIIIII�L11111111�I�IIIIIIIIIIIIIllll1�llll IIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IILIL. ' � ,� SURVEY REFERENCE 1) RECORD OF SURVEY, RECORDING NO. 20050706900009. 2) KING COUNTY ASSESSOR'S MAP FOR SE S. 16, T. 23N, R. 04E, W.M. BOUNDARY DISCLAIMER THIS PLAN DOES NOT REPRESENT A BOUNDARY SURVEY. SUBJECT AND ADJACENT PROPERTY LINES ARE DEPICTED USING FIELD -FOUND EVIDENCE AND RECORD INFORMATION. JOB y: 01808.173 DATE: 09/12/061 CAUTION! UNDERGROUND UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY BE INCOMPLETE. STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ^ ONE -CALL UTILITY LOCATE SERVICE AT LEAST 48 (\ J' HOURS BEFORE STARTING ANY CONSTRUCTION. 1- 800 - 424 -5555 1 of 1 I (P) 2' UN3 PVC CONTROLLER CABLETO BE ROUTED W /COAX CONDUIT P— P— P— P— P— P— P% *P P P— P_ P_ P— P T P I T — p * () + (P) W UIO PVC ELECTRICAL CONDUIT& / (P) 2• UIOPVC TELECOMM CONDUIT TO UTILITY POLE + / (SEESHT.A•1.1 FORROUTINGINFO) T / T x l L( P — p P — p p 9 P. P. x T C FZI- •per I UTILITY SERVICE H•FRAME ANDEOUIPMENT �7 (SEE SHT. A•5, DETAIL 9) UTILITY SERVICE H•FRAME AND EQUIPMENT 11 (SEE SHT. A•5, DETAIL 9) I N �/ I '0 I ( (P)1• UIO PVC FOR TELCO STS x '� L7• (P)1' UAL PVC CONDUITWI(3) NO — — NOKIA _ _ THWNS(1)NB GROUND TO BTS — — — - C ULTRASITE ULNOKIA E x L1 A • SITE SUPPORT x •— X - x - X — X - X - X — X - X— x_X - XJ - Jam...— -- — —_ CIO (P) (4) 4' UIG PVC COAX CONDUIT60 LF, t & / (P) 2• LID PVC CONTROLLER CABLE 60 LF. t (SEE SHT. A•1.1 FOR ROUTING INFO) } _ CIOP n� ELECTRICAL SITE PLAN 22x34 SCALE: 1W-l' 11x17 SCALE: 114' • V PANEL SCHEDULE ��d CIRCUIT CIRCUIT DESCRIPTION DESCRIPTION A B � o— ELECTRICAL NOTES: 1. ALL ELECTRICAL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND ANY LOCAL, CITY OR COUNTY CODES THAT MAY APPLY. 2. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE. 3. CONTRACTOR RESPONSIBLE FOR PERMITTING, FILINGS, INSPECTIONS AND TESTING AS REOUISED BY THE PERMITTING AUTHORITY AND T•MOBILE. 4. UNDERGROUND CONDUIT SHALL BE RIGID POLYVINYL CHLORIDE CONDUIT, SCHEDULE 40, TYPE 1, CONFORMING TO UL ARTICLE 651, MANUFACTURED BY WESTERN PLASTICS OR CARLON. ALL BENDS SHALL BE 30' MINIMUM RADIUS. S. CONTRACTOR SHALL CONTACT ALL UTILITIES FOR LOCATION OF UNDERGROUND SERVICES. SERVICE LOCATIONS TO BE CONFIRMED PRIOR TO CONSTRUCTION. 6. ALL EQUIPMENT, WIRING, AND MATERIALS MUST HAVE A UL LABEL 7. CONTRACTOR SHALL PROVIDE AND INSTALL A 2• PVC CONDUIT WITH PULL ROPE FROM THE TELCO LINE BOX AND THE TELCO DEMARCATION POINT. S. CONTRACTOR SHALL PROVIDE AND INSTALL A 2.12' PVC CONDUIT FROM PSE SERVICE/DEMARCATION POINT AND METER BASE OR SERVICE PANEL WHERE APPLICABLE. 9. CONDUIT USED INDOORS SHALL BE EMT AND RMC FOR OUTDOORS. COUPLINGS SHALL BE RIGID STEEL AND COMPRESSION TYPE FOR EMT (SET SCREW FITTINGS ARE NOTPERMITTED). FORALLSTUB4IPS,USERMC, 10. WIRES AND CABLES SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITH NO SPLICES ALLOWED. 11. ALL JUNCTION AND OUTLET BOXES SHALL BE LABELED WITH KROY TAPE OR EQUAL, DESIGNATING ALL CIRCUIT NUMBERS CONTAINED IN EACH BOX. 12. THE DISTRIBUTION PANEL SHALL HAVE A TYPED LEGEND IDENTIFING THE LOADS AF ALL CIRCUIT BREAKERS. 13. CONTRACTOR TO INSTALL CONDUIT SEALING COMPOUND, BLACKBURN DX DUCT SEAL OR EQUAL, FOR ALL CONDUITS AFTER WIRING IS PULLED AND TERMINATED. ELECTRICAL BLOCK DIAGRAM CITY0 TIMIIA NOV . 2 2 2006 ID0A, 120240V,1 O, 3W ELECTRICAL DISTRIBUTION PANEL PERMITCENTER (3) N3/0 THWN IN 2•CONDUIT 2- 12'PVCFROM -- UTILITY SOURCE . I 10012 I 2011 802 302 2011, v S�PAACEv GROUND P PER NEC LIGHT PPC TYSB•r&T AND ELECTRICAL ONE ONE LIN�PPROVAL EQUIRED I •�'I I I � L h�� 111 �1��'1 j i�l�l �.i�i 5 6 T.•Mobilem 19907 NORTHCREEK PKWY N NOTHELL, WA 99011 01FICK (4229) 399.7800 PROJECT INFORMATIONt MILITARY & 27TH SE3551 C 3118 3 140TH ST TUKWILA, WA 98188 ISSUED FORt CBUILDING PERMIT REVISION HISTORY: No. DATEi DESCRIFITONt (HK. AP 1/2' RMC WITH DUPLEX GFI RECEPTACLE ELECTRICAL (2) N12 AND (1) 012 ONG WITH WEATHERPROOF DISTRIBUTION COVER PANEL'PP7' 3/4' RMC WITH No TVSS (TRANSEND 50) Q (5) N70 FURNISHED BY T- MOBILE Q31132008 I- CHASE NIPPLE MINORREI Q121292005 (3) NB AND (1) N8 GND pURCELL CABINET , Qj 12• RMC WRH LIGHT ELECTRICAL BLOCK DIAGRAM CITY0 TIMIIA NOV . 2 2 2006 ID0A, 120240V,1 O, 3W ELECTRICAL DISTRIBUTION PANEL PERMITCENTER (3) N3/0 THWN IN 2•CONDUIT 2- 12'PVCFROM -- UTILITY SOURCE . I 10012 I 2011 802 302 2011, v S�PAACEv GROUND P PER NEC LIGHT PPC TYSB•r&T AND ELECTRICAL ONE ONE LIN�PPROVAL EQUIRED I •�'I I I � L h�� 111 �1��'1 j i�l�l �.i�i 5 6 T.•Mobilem 19907 NORTHCREEK PKWY N NOTHELL, WA 99011 01FICK (4229) 399.7800 PROJECT INFORMATIONt MILITARY & 27TH SE3551 C 3118 3 140TH ST TUKWILA, WA 98188 ISSUED FORt CBUILDING PERMIT REVISION HISTORY: No. DATEi DESCRIFITONt (HK. AP `PLANS PREPARED Bt: B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206.851.1106 CDRAWN BY: CHK. BYt =APPV. BY: AAL OJT AM t= LICENSUREs EQUIPMENT: T•MOBILE ANTENNAS COLLOCATED ON AN EXISTING 53' AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A 8••6• x 18'4' FENCED HALF VAULT LEASE AREA DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. — DRAWING TITLE: ELECTRICAL SITE PLAN Eml Q111132008 MINOR RE Q09/182OD6 ADDED SU Q 811512006 ISSUED FC BUILDING I Q31132008 MINORREI Q121292005 ISSUED FC Qj 12/152005 ISSUED DE `PLANS PREPARED Bt: B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206.851.1106 CDRAWN BY: CHK. BYt =APPV. BY: AAL OJT AM t= LICENSUREs EQUIPMENT: T•MOBILE ANTENNAS COLLOCATED ON AN EXISTING 53' AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A 8••6• x 18'4' FENCED HALF VAULT LEASE AREA DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. — DRAWING TITLE: ELECTRICAL SITE PLAN Eml (3) GROUND RODS AROUND MONOPOLE / -_ MGB AGB 1 / \ II/ BOND MONOPOLE TO GROUND RING GROUND INSPECTION WELL BOND GATE POST TO GROUND RING 8 (SEE SHT. Ed, DETAIL 4) BOND GATE POST TO DATE (GROUND CONNECTIONS PER SHT. E -3, DETAIL 2) (TYP) GROUND ROD M-P) (SEE GROUNDING NOTE 7 ) TYPICAL CADWELD BOND - (SEE GROUNDING NOTE 4 ) (SEE SHT. E4 FOR ADDITIONAL INFORMATION ) - - - -- - - -- - -------- - - - - -- ----- - - - - -- BOND H -FRAME POSTS AND MOUNTED EQUIPMENT TO GROUND RING I / I / I / I I / I . I . BOND MONOPOLE GROUND RING TO COMPOUND RING BOND MOB TO POLE GROUND RING IN(2)PLACES ,)-.- -MGB AT BOTTOM OF POLE BELOW CABLE ENTRANCE PORT — BONDAGBTOMOB AT TOP OF POLE DIRECTLY BELOW ANTENNA ARMY 1 SITE GROUNDING PLAN E-2 2244 SCALE:318'•1' 11X17 SCALE: 311V-1' BOND H -FRAME POSTS AND MOUNTED EQUIPMENT TO GROUND RIND I I I I I MECHANICAL CONNECTION (TYP) (SEE GROUNDING NOTES 4 AND S) BOND STS EOUIPMENTTO MOB 12 GREEN STRANDED THWN (TYP) (SEE SHT. E4, DETAIL 5) GROUNDING NOTES 1. GROUNDING SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NEC). 2. MINIMUM BENDING RADIUS FOR A GROUNDING CONDUCTOR IS S'. 3. NO SPLICES SHALL BE PERMITTED IN GROUND CONDUCTORS. 4. ALL GROUNDING CONNECTORS ARE TO BE CLEAN AND FREE OF PAINT AND DEBRIS AT THEIR BONDING SURFACES, AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS. USE PENETROX OR EQUIVALENT ANTIOXIDANT GREASE. S. 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 ARE PERMITTED. S. ALL MECHANICAL CONNECTORS SHALL BE TORQUED TO THE MANUFACTURERS SPECIFIED VALUES. 7. MULTIPLE BONDS ON GROUND RODS TO BE SEPARATED BY A MINIMUM OF W. B. MAXIMUM RESISTANCE (TO EARTH) OF THE COMPLETED GROUNDING SYSTEM SHALL NOT EXCEED 5 OHMS. REFER TO GROUNDING NOTE 12 FOR TESTING REQUIREMENTS. 9. TO PREVENT ESTABLISHING A -CHOKE- POINT, GROUND WIRES SHALL NOT BE ROUTED THROUGH HOLES IN ANY METAL OBJECTS OR SUPPORTS. 10. GROUND BARS SHALL NOT BE FIELD MODIFIED. 11. GROUND RING SHAL BE BURIED 30' BELOW FINISHED GRADE. 12. A CERTIFIED CONTRACTOR SHALL ADMINISTER ALL REQUIRED TESTS FOR DETERMINING THE OPERATIONAL QUALITY OF THE GROUNDING SYSTEM. THE GROUNDING SYSTEM SHALL BE TESTED USING A MEGGER OR APPROVED EQUIVALENT TESTING INSTRUMENT. THREE TESTS SHALL BE ISSUED FOR DETERMINING THE RESISTANCE OF THE GROUNDING SYSTEM: 1 TEST AT 100 FEET. I TESTAT 70 FEET, AND 1 TEST AT 35 FEET. THESE TEST LOCATIONS ARE GENERIC DISTANCES, ARE SUBJECT TO CHANGE, AND SHOULD BE VERIFIED ON A SITE BY SITE BASIS. T- MOBILE SHALL BE GIVEN 24 HOURS NOTICE PRIOR TO THE TESTING OFTHE GROUNDING SYSTEM. THE COST ASSOCIATED WITH GROUND TESTING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 13, ALL CONDUCTORS BONDING EQUIPMENT TO THE GROUND RING SHALL BE R2 SOLID BARE TINNED COPPER WIRE, UNLESS NOTED OTHERWISE. SYMBOL LEGEND MGB MASTER GROUND BAR 1/4'x4544' COPPER Tr AGB ACCESSORY GROUND BAR 114 -.4'xl2'OR 1/4-.4'x20' COPPER EXPOSED WIRING -- UNDERGROUND WIRING ■ CADWELD • MECHANICAL CONNECTION 518'x8' COPPER CLAD STEEL GROUND ROD 0 INSPECTIONPORT 1 GROUND `BOND (4) CORNER FENCE POST TO SITE GROUND RIND (SEE SHT. E -3, DETNL 2) \\_MG 02 ON ICE BRIDGE NEAR STS . EQUIPMENT SEE GROUNDING NOTE 5 (TYP ALL GROUND BARS) . ' .�E t� Y Stnu:Bnr ,f r1} 5L 46' E6: Z6,� 66�z 0 6 51.T g ii�iii�iiiilii► �i����i�����ii�i�l:► iii�i�iliiii�iiii�iii��111���iI����1����� ►i i Ini���r� Tl�Iii>TiT��151i���1��1�1i r 6 E Z RF4�Ci��� t �O O CITY 0 ETUKWILA NOV 2-2 2006 PERMITCENTER T. - Mobile• 19907 HORTHCREEK PKINY N BOTHELL, WA 98011 OFFICE (495) 9994000 PROJECT INFORMATION: MILITARY A 27TH SE3551C 3118 S 140TH ST TUKWILA, WA 98188 ISSUED FOR: CBUILDING PERMIT REVISION HISTORY: rNo. DATE: DESCRIPTION: CHK. APPV. 'PLANS PREPARED B1: B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206.851.1106 CDRAWN BY: CHK. BY: =APPV. BY :: AAL BJT AM =LICENSURE: �EQUIPMENTf T- MOBILE ANTENNAS COLLOCATED ON AN EXISTING 57AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A B'-6' x 18'-0` FENCED HALF VAULT LEASE AREA. DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE: GROUNDING PLAN DRAWING NUMBERS E -2 QS 111132008 MINOR RE Q0911812008 ADDEDSU Q 81152008 ISSUED FC BUILDING Q31132008 MINORRE Q12/2912005 ISSUED FC Qj 121152005 ISSUED DE 'PLANS PREPARED B1: B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206.851.1106 CDRAWN BY: CHK. BY: =APPV. BY :: AAL BJT AM =LICENSURE: �EQUIPMENTf T- MOBILE ANTENNAS COLLOCATED ON AN EXISTING 57AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A B'-6' x 18'-0` FENCED HALF VAULT LEASE AREA. DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE: GROUNDING PLAN DRAWING NUMBERS E -2 02THWC ANTENW AGO MOU MONOPOI BELOW N N2THW G WITHANT MOB M MONOI SOLD BARETINNED COPPER (TYP ALL MGn) ANTENNA GROUNDING RISER EJ N.T.S. GATE POST, TYP. FLEXIBLE COPPER BRAID BU 'B' WITH SLEEVES On DESIGNED FOR CADWELDE CADWELD, TYP. FENCE GROUNDING DETAILS N.ra m -ijt t r�lt tli tlt i t tlt tlt tlt t t tlt >1tl,i ; ji t 11111 1 Ill Ill I-j111j1 -1�� 11�i1i� 4 6I Inch . 1/18' -v,� f 1r s4 ( J J1V® 3r�r ittli �v` 1Y_utL r e a* u x c �t*p m rr SrM y Si 1. . . ✓ .:: since 157a ,. � ; s, 9� b�' ��hlliniln iilnnIiiiili 116111 li�tiiilti�t�riii itt�tt ili it"tilii 1111 111.11 �1111lIfii�ii�il�li:�� eD T - •Mobile - 19607 NORTNCREEK PKWY N BOTHELL, WA 91011 OFFICE (425) 0967600 PROJECT INFORMATIONS MILITARY & 27TH SE3551C 3118 S 140TH ST TUKWILA, WA 98188 ISSUED FOR: CBUILDING PERMIT REVISION HISTORY: No. DATE, DESCRIP :PLANS PREPARED 81. B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 DRAWN BY: CHK. BYs =APPV. BY: AAL BJT AM LICENSURE: I.THOy O' �syq.P lsTil Sawv.>� BXPIRFB 05R3,o7 "EQUIPMENTS T- MOBILE ANTENNAS COLLOCATED ON AN EXISTING 53'AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A 8` -V x 16.0' FENCED HALF VAULT LEASE AREA DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS P �p� PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS gppRMr�� STRICTLY PROHIBITED. DRAWING TITLE: ELECTRICAL RECE�I]V�{E[D�� GROUNDING DETAILS CITY O ' `�' `• •'LA DRAWING NUMBERS NOV 2-2 2006 PERMITCENTER EN3 S 111132005 MINOR RE Q091152005 ADDEDSL Q 8115/2006 ISSUEOFC BUILDING Q31132005 MINOR RE Q17/292005 ISSUED FC Z! 12/1S2005 ISSUEDDE :PLANS PREPARED 81. B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 DRAWN BY: CHK. BYs =APPV. BY: AAL BJT AM LICENSURE: I.THOy O' �syq.P lsTil Sawv.>� BXPIRFB 05R3,o7 "EQUIPMENTS T- MOBILE ANTENNAS COLLOCATED ON AN EXISTING 53'AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A 8` -V x 16.0' FENCED HALF VAULT LEASE AREA DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS P �p� PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS gppRMr�� STRICTLY PROHIBITED. DRAWING TITLE: ELECTRICAL RECE�I]V�{E[D�� GROUNDING DETAILS CITY O ' `�' `• •'LA DRAWING NUMBERS NOV 2-2 2006 PERMITCENTER EN3 TYPICAL CADWELD CONNECTIONS E 4 N.T.S. O MAIN CONDUCTOR, COPPER CABLE O2 518'x8' COPPER CLAD STEEL GROUND ROD - Q3 CADWELDTYPE'W ® CADWELDTYPEror X31 GROUND ROD CONNECTION !tj N.T.S. HARDER GROUNDING BAR NG014824 (OR EQUAL) WITH HOLE PATTERN, STANDOFF INSULATORS AND MOUNTING BRACKETS AS SHOWN #2 GREEN INSULATED COPPER WIRE TO AGB AT TOP OF POLE COAX CABLE GROUNDING KITS WITH LONG BARREL COMPRESSION LUGS, INSTALLED BY CONTRACTOR. \ ^ \ \ ^I \IR n W I I lay C CD METAL FRAME WITH SOLID LID ENGRAVED WrGROUND' ON LID OF COVER WN'0 LIFT HOLE AT TYPE TA TYPE VN TYPE NC TYPE SS MINOR RE' GROUND WELL, 12' 0 x 24' LONG CONC. 1 PIPE WITH COVER (SEE ABOVE) TYPE W TYPE VS TYPE VB TYPE PT BUILDING I k2 BARE TINNED COPPER ' 8 8 TYPE GT TYPE GY TYPE OR TYPE GL TYPICAL CADWELD CONNECTIONS E 4 N.T.S. O MAIN CONDUCTOR, COPPER CABLE O2 518'x8' COPPER CLAD STEEL GROUND ROD - Q3 CADWELDTYPE'W ® CADWELDTYPEror X31 GROUND ROD CONNECTION !tj N.T.S. HARDER GROUNDING BAR NG014824 (OR EQUAL) WITH HOLE PATTERN, STANDOFF INSULATORS AND MOUNTING BRACKETS AS SHOWN #2 GREEN INSULATED COPPER WIRE TO AGB AT TOP OF POLE COAX CABLE GROUNDING KITS WITH LONG BARREL COMPRESSION LUGS, INSTALLED BY CONTRACTOR. \ ^ \ \ ^I \IR n W I I lay C CD 518'GROUND ROD - I `_ PERIMITER GROUND RING r41 GROUND INSPECTION WELL E-4 N.T.S. (a O o - = CADWELD m — #2 SOLID BARE TINNED COPPER WIRE TO GROUND RING- PROVIDE (2) PER MGS MGB AT BTS EQUIPMENT A BOTTOM OF POLE HARDER GROUNDING BAR NG0114412GOR EQUAL — ANTENNA MOUNT GROUND COAX CABLE GROUNDING KITS 2 GROUND BAR DETAILS E-0 N.T.S. BUSS BAR OR FLIT SURFACE OF EQUIP.I WIREWAY NO-LUX ANTI -OXID12ING COMPOUND 318' S.S. HEXNUT � 318' X 1' S.3 HEXBOLT #2 GREEN INSULATED COPPER WIRE TO MGB AT BOTTOM OF POLE AGB TOP OF POLE 318' S.S STAR 318' S.S LOCKWASHER (TYP.) WASHER (TYP.) 318' X 12' S.S FLAT WASHER (TYP.) TWO HOLE COMPRESSION CRIMP LUG (82) DETAIL IS TYP. OF TWO tl2 STRD. GREEN NUTS d BOLTS INSULATED WIRE ER PAPA7Z OV AND NOTES APPR At 1. TYP. ALL GROUND WIRES FOR ELECT. AND REQUIRED OTHER EQUIPMENT. 2. THE ENTIRE LUG AND AREA TO BE SPRAYED WITH CLEAR LAQUER OR COLD GALVINIZING SPRAY RECEIVED 3. G ROUND RING. GROUND LEADS TO BE CADWELDED TO CITY OFTI I A G r1 TYPICAL CABINET GROUNDING DETAIL NOV- 2-2 2006 E4 N.T.S. PERMITCENTER li 1 > 1 I 11 ilr iI7 sir > ��i-� 16 Inch 1118 lC(Yj''j'(t�f;r1 , �*cil! 1(ri 1 v+ + rI% t (1-�T r.1 f tna1 e t1s 14 i 1 C� vx ;rdF1 ^^, -mr rrsr.• -rr -« �vt!7 . vax *''+'-,.,{- SIRCEIB t. 3 rl 3 &18 R D '�a t (} Yr i 3hs4r{{rhta �� .� t 9 IlII. III�IIIIIIIII�IILIIIIII�lm- ti-1.1 Lai lllll�llIIIIIII� �11j1 1111 I11 R 1111 11 ��l �l���������1�������► �1���: ��f�j�l���������1��������.�1..: T • •Mobilem 19807 NORTHCREEK PKWY N EOTHELL, WA 98011 OMCE (428) 3967800 PROJECT INFORMATIONs MILITARY 8L 27TH SE3551C 3118 S 1407H ST TUKWILA, WA 98168 ISSUED FOR: CBUILDING PERMIT REVISION HISTORYs FNo. DATEi DESCRIP' METAL FRAME WITH SOLID LID ENGRAVED WrGROUND' ON LID OF COVER WN'0 LIFT HOLE AT CENTER OF COVER COVER MINOR RE' GROUND WELL, 12' 0 x 24' LONG CONC. 091182008 PIPE WITH COVER (SEE ABOVE) TOP OF GRADE 81152008 ISSUED FC L` BUILDING I k2 BARE TINNED COPPER ' Tn MINORRE' Q12292005 LOOPED IN TEST WELL . Qj 12/152005 ISSUED DE o i yS1,, r3 0O O 518'GROUND ROD - I `_ PERIMITER GROUND RING r41 GROUND INSPECTION WELL E-4 N.T.S. (a O o - = CADWELD m — #2 SOLID BARE TINNED COPPER WIRE TO GROUND RING- PROVIDE (2) PER MGS MGB AT BTS EQUIPMENT A BOTTOM OF POLE HARDER GROUNDING BAR NG0114412GOR EQUAL — ANTENNA MOUNT GROUND COAX CABLE GROUNDING KITS 2 GROUND BAR DETAILS E-0 N.T.S. BUSS BAR OR FLIT SURFACE OF EQUIP.I WIREWAY NO-LUX ANTI -OXID12ING COMPOUND 318' S.S. HEXNUT � 318' X 1' S.3 HEXBOLT #2 GREEN INSULATED COPPER WIRE TO MGB AT BOTTOM OF POLE AGB TOP OF POLE 318' S.S STAR 318' S.S LOCKWASHER (TYP.) WASHER (TYP.) 318' X 12' S.S FLAT WASHER (TYP.) TWO HOLE COMPRESSION CRIMP LUG (82) DETAIL IS TYP. OF TWO tl2 STRD. GREEN NUTS d BOLTS INSULATED WIRE ER PAPA7Z OV AND NOTES APPR At 1. TYP. ALL GROUND WIRES FOR ELECT. AND REQUIRED OTHER EQUIPMENT. 2. THE ENTIRE LUG AND AREA TO BE SPRAYED WITH CLEAR LAQUER OR COLD GALVINIZING SPRAY RECEIVED 3. G ROUND RING. GROUND LEADS TO BE CADWELDED TO CITY OFTI I A G r1 TYPICAL CABINET GROUNDING DETAIL NOV- 2-2 2006 E4 N.T.S. PERMITCENTER li 1 > 1 I 11 ilr iI7 sir > ��i-� 16 Inch 1118 lC(Yj''j'(t�f;r1 , �*cil! 1(ri 1 v+ + rI% t (1-�T r.1 f tna1 e t1s 14 i 1 C� vx ;rdF1 ^^, -mr rrsr.• -rr -« �vt!7 . vax *''+'-,.,{- SIRCEIB t. 3 rl 3 &18 R D '�a t (} Yr i 3hs4r{{rhta �� .� t 9 IlII. III�IIIIIIIII�IILIIIIII�lm- ti-1.1 Lai lllll�llIIIIIII� �11j1 1111 I11 R 1111 11 ��l �l���������1�������► �1���: ��f�j�l���������1��������.�1..: T • •Mobilem 19807 NORTHCREEK PKWY N EOTHELL, WA 98011 OMCE (428) 3967800 PROJECT INFORMATIONs MILITARY 8L 27TH SE3551C 3118 S 1407H ST TUKWILA, WA 98168 ISSUED FOR: CBUILDING PERMIT REVISION HISTORYs FNo. DATEi DESCRIP' `PLANS PpEPARED Bl: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 DRAWN BY: CHK. BY: =APPV. BY: CAAL BJT AM = LICENSURE: EQUIPMENT: T- MOBILE ANTENNAS COLLOCATED ON AN EXISTING 5T AGL STEEL MONOPOLE WITH STS EQUIPMENT IN A 8• -0' x 18'4Y FENCED HALF VAULT LEASE AREA DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLEt ELECTRICAL GROUNDING DETAILS DRAWING NUMBER: Em4 a Q11/1312008 MINOR RE' Al 091182008 ADDED SU Q 81152008 ISSUED FC BUILDING I Q311312008 MINORRE' Q12292005 ISSUED FC Qj 12/152005 ISSUED DE `PLANS PpEPARED Bl: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 DRAWN BY: CHK. BY: =APPV. BY: CAAL BJT AM = LICENSURE: EQUIPMENT: T- MOBILE ANTENNAS COLLOCATED ON AN EXISTING 5T AGL STEEL MONOPOLE WITH STS EQUIPMENT IN A 8• -0' x 18'4Y FENCED HALF VAULT LEASE AREA DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLEt ELECTRICAL GROUNDING DETAILS DRAWING NUMBER: Em4 a SITE LOADING CHART ANTENNA SECTOR ANTENNA MODEL# VENDOR AZIMUTH (TN) MECHANICAL DOWNTILT RADIATION CENTER CABLE LENGTH COAXIAL CABLE NUMBER OF COAXRUNS A•1 ALPHA ADFDP182415B•R2DM ANDREW 150' 0' 50'4Y 120' ANDREW 718-DLA 4 0•1 BETA ADFDP182.65B-R2DM ANDREW 340' 0' 50'40' 120' ANDREW718 -DUI. 4 GPS NIA 58532A SYMMETRICOM NIA NIA TBD TBD ANDREW I2'DUL 1 911 NIA BSDB18U8 COMTELCO NIA NIA TBD TBD ANDREW I2'DIA 1 COAXIAL CABLE NOTES: 1. ALL COAXIALCABLE CONNECTIONS TO BE WEATHERPROOFED. 2. CONTRACTOR TO PROVIDE DRIP LOOPS IN CABLES AND JUMPERS WHERE NECESSARY. 3. TAGGING: 3.1 ALL COAXIAL CABLES TO BE MARKED WITH COLOR CODED TAPE TO INDICATE THE ANTENNA SECTOR. 3.2 COLORED ELECTRICAL TAPE SHALL MARK EACH END OF CABLE AND EACH END OF JUMPERS AS CLOSE TO EACH END AS POSSIBLE. (NOT TO INTERFERE WITH WEATHERPROOFING). 4. COAXIAL CABLE SPECIFICATIONS REQUIRE CABLE SUPPORT EVERY 3' -0. ON CENTER. CONTRACTOR SHALL SUPPLY SUPPORTS AS REQUIRED TO MEET THIS REQUIREMENT, CONNECTORS STEP 1 ELECTRICAL.... _ — _.., STEP 2 CONNECTIONS INSTALL PER MANUFACTURERS INSTRUCTIONS STEP 3 COAXIAL CABLE WEATHERPROOFING RF•1 N.T.S. 1 �il��' j�l�i���II !lllilillllllllll2llll Inch, 1/16 �y�+ Imo, IILLIII1IIIIIIIIIlIIIIIIIIIlIIUI .IILI�IILI�alll�lllllllll ANTENNA AND COAX GENERAL NOTES 1. ALL ANTENNA AND COAXIAL AN TENNA CABLE TO SE FURNISHED BY T•MOBILE AND INSTALLED BY CONTRACTOR. 2. COAX COLOR CODING: ANTENNAS TO BE NUMBERED INA CLOCKWISE MANNER FROM TRUE NORTH AND COLOR CODED AS FOLLOWS: SECTOR ANTENNA DESIGNATION- COLOR CODING ALPHA SECTOR Al - 1 RED BAND 3' A3 3 REDBANDS A4 - 4 REDBANDS A2 - 2 REDBANDS BETASECTOR B1 - 1 GREEN BAND B3 3 GREEN BANDS B4 4 GREEN BANDS B2 2 GREEN BANDS 4. THE ABOVE COAX COLOR CODING APPLIES TO SECTORIZED SITES: FOR OMNI SITES USE THE ATO, BTO, GTO COLOR CODES ONLY. COAX SHALL BE TAGGED WITH COLOR CODING AT (2) PLACES USING 1- WIDE WEATHERPROOF COLORED VINYL TAPE, AT THE FOLLOWING LOCATIONS: N1 AT ANTENNA CONNECTION #2 AT ENTRY TO EQUIPMENT CABINET 5• RUN COAXIAL CABLE WITH MINIMUM 12 -SLACK 12 -FROM EDGE OF EQUIPMENT CABINETS, THROUGH PCV COAX CONDUITS, UP INTERIOR OF MONOPOLE AND DISTRIBUTE TO EACH ANTENNADEVICE. FURNISH AND INSTALL MINIMUM OF (3) GROUND KITS PER COAXIAL CABLE PER ELECTRICAL DRAWINGS. VERIFY NUMBER OF ANTENNAS, CABLE AND CABLE DIAMETER WITH PROJECT MANAGER. Tx AND Rx FREQUENCIES FOR SEATTLE MARKET: Tx: 1930 -1990 Mhz FIX: 1850 -1910 Mhz RECEIVED CITY OFTUKWIIA NOV-.2'2 2006 PERMITCENTER TYPE OF EQUIPMENT LENGTH OF CABLE RUN DIA. OF CABLES MIN. BENDING RADIUS CITYTALW ULTRASITES 3-0-, W-W, AND 10'-0' SUPERFLEX JUMPER RUNS 12' 1114' CITYTALW ULTRASITES W. 6' -0-, AND 10'4Y FLEX JUMPER RUNS 12' 4- ULTRASITES O' THRU 100'4Y 718- 10' ULTRASITES WrLNA 101' THRU 150'-0' 718- 10- ULTRASITES 151'4' AND GREATER 1518' 20- CITYTALK O' THRU 179-W 718- 10- CITYFALK 131'4- AND GREATER 1518- C 0' PERMIT AND COAXIAL CABLE SPECIFICATIONS A ;i r2ED RF•1 III�III3I ,. II��f��1��( T (�i�1�l���l►�[I��51 s•. r 4¢ f a �a.•. a var k, r �� r arv"ke. �.kt _ 7.'� f . S .. Z 4 w0 IIIIIIIIIIIIIIIIII1111�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIfIIIlllllllllllllll�III .II. , T • mMobile• 10807 NORTHCREEK PKWY N EOTHELL. WA 00011 OMCE (445130[•7000 :PROJECT INFORMATION: MILITARY 8L 27TH SE3551C 3115 S 140TH ST TUKWILA, WA 98155 :ISSUED FOR: BUILDING PERMIT :REVISION HISTORY: No. DATE: DESCRIPTION: CHK. APPV. eY: eY: `PLANS PREPARED Bl. B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206.851.1106 LDRAWN BY: CHK. BY: =APPV. BY: AAL BJT AM LICENSURE: T Oy O wLSf /�,P 7 1 ,Slli EXPIRrs osrsa7 : EQU IPMENTs T- MOBILE ANTENNAS COLLOCATED ON AN EXISTING STAGL STEEL MONOPOLE WITH STS EQUIPMENT IN A 8' -0' x 16'•0 - FENCED HALF VAULT LEASEAREA. :DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. :DRAWING TITLES RF DETAILS :DRAWING NUMBERS RFml Q11/132005 MINOR RE' Q091182008 ADDEDSU Q 81152006 ISSUED FC BUILDING I Q3!13/2008 MINORRE' Q122912005 ISSUED FC Z 12115200S ISSUED DE `PLANS PREPARED Bl. B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206.851.1106 LDRAWN BY: CHK. BY: =APPV. BY: AAL BJT AM LICENSURE: T Oy O wLSf /�,P 7 1 ,Slli EXPIRrs osrsa7 : EQU IPMENTs T- MOBILE ANTENNAS COLLOCATED ON AN EXISTING STAGL STEEL MONOPOLE WITH STS EQUIPMENT IN A 8' -0' x 16'•0 - FENCED HALF VAULT LEASEAREA. :DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. :DRAWING TITLES RF DETAILS :DRAWING NUMBERS RFml ALPHA SECTOR 6'4Y SUPERFLEX JUMPER CABLE 71W 7B• COAXIAL DIN F CONNECTORS 6'4r SUPERFLEX JUMPER CABLE 7/8* COAXIAL 3'4 FLEX 3'0 FLEX i RED 1XR1X DIN CABLE -120' JUMPER CABLE JUMPER CABLE A i FREQUENCY POLARIZATION GAIN AZIMUTHB.W. ELEVATION B.W. 1 DIN LNA -1 6'4Y SUPERFLEX JUMPER CABLE 6'4• SUPERFLEX 3 GREEN TX 3 DIN MINORRE' JUMPER CABLE 7B• COAXIAL 6*-W FLEX 3 RED TX DIN CABLE -120' DIN JUM ER ABLE A-3 3 S'-0- SUPERFLEX JUMPER CABLE 7B• COAXIAL 6'4r FLEX 4 RED TX DIN CABLE -120' JUMPER CABLE 4 DIN (F) A4 2 RED TX/RX 2 6'4Y SUPERFLEX JUMPER CABLE 71W 7B• COAXIAL DIN F CONNECTORS BETA SECTOR Q11/13/2006 6'4Y SUPERFLEX JUMPER CABLE 7B' COAXIAL CABLE -110' 1 GREEN TX/RX DIN ADDEDSU Mfr FREQUENCY POLARIZATION GAIN AZIMUTHB.W. ELEVATION B.W. 1 BEAM TILT 6'4Y SUPERFLEX JUMPER CABLE 7B• COAXIAL CABLE - 110' 3 GREEN TX 3 DIN MINORRE' 8'-0' SUPERFLEX 7B• COAXIAL JUMPER CABLE CABLE -110' 4 GREEN TX 4 DIN F 6'-0• SUPERFLEX 7B' COAXUd. JUMPER CABLE CABLE -110' 2 GREEN TX1RX 2 DIN COAXIAL CABLE DIAGRAM EQUIPMENT CABINETS RF-2 N.T.S. oiwel PE'N'CO NNECTNOA R ITY OF ANEN TYPE'N'CONNECTOR IN BASE OF ANTENNA GPS ANTENNA DATA MECHANICAL SPECIFICATIONS PARTNUMBER I HEIGHT I DIAMETER I WEIGHT 58532. 8.42' (183mm) 3.54.0 (90mm) 15 oz (427 O) CONNECTORS I MOUNTING HARDWARE TYPE'N' I OPTION AUB MAST ELECTRICAL SPECInCATIOHS FREQUENCY 1 POLARIZATION I GAIN I VSWR POWER HANDLING 1555.2- 1585A2MHz RIGHT4TAND CIRCULAR 13001 -2.5 250WATTSCW T� GPS ANTENNA SPECIFICATIONS RF•2 N.T.S. 3'400 FLEX 3'4Y FLEX JUMPER CABLE JUMPER CABLE LNA A•2 ADFDPI82.6513•R2DM 3'4• FLEX 3'40• FLEX JUMPER CABLE JUMPER CABLE LNA B•1 6'-0' FLEX JUMPER CABLE j B-0 B'-0' FLEX JUMPER CABLE TI Bd 3'4T FLEX 3' FLEX / JUMPER CABLE JUMPER CABLE } — UNIA B•2 ADFDP182.658 -R2DM 13/8" 1'-3• 911 ANTENNA DATA MECHANICAL SPECIFICATION! PARTNUMBER 1 HEIGHT I DIAMETER WEIGHT CONNECTORS OSDB18UB 151n 1.351n 41m (1)rypE'N• STANDARD MOUNTING HARDWARE BSMNTI ELECTRICAL SPECIFICATIONS FREQUENCY I GAIN I VERTICAL B.W. 1 VSWR POWER RATING 825.896. 1850.1999 MHz UNITY 75• c2-1 259 WATTS 911 ANTENNA SPECIFICATIONS R� N.T.S. 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 18W AND 2000 MHz, DIRECTIONAL COUPLER WITH AT LEAST 35dB DIRECTIVITY AND SCALAR NETWORK ANALYZER WITH RESOLUTIONOF BETTER THAN 0.2dB. A MATCHED 50 Ohm LOAD AND SHORT CIRCUIT TERMINATION ARE ALSO REQUIRED. 2. SET UP THE RETURN LOSS MEASURING SET AS PER THE MANUFACTURERS INSTRUCTIONS AND CALIBRATE WITH THE SHORT (0d8 RETURN LOSS VSWR - INFINITY.) 4. COMPOSITE RETURN LOSS: DISCONNECT THE BOTTOM JUMPER AT THE BTS AND CONNECT IT TO THE MAIN PORT OFTHEBRIDGE. RETURN LOSS OF THE COMPOSITE JUMPERS, FEEDER AND ANTENNA SHOULD BE<- 18d0 (VSWR > 1.5:1) BETWEEN 1800 AND 20DO MHZ 4. FEEDER RETURN LOSS: TURNOFF THE SWEEP GENERATOR, DISCONNECT THE TOP JUMPER AT THE ANTENNA AND CONNECT A DUMMY LOAD TO THE END OF THE TOP JUMPER WITH A DIN - N ADAPTER. POWER UP THE GENERATOR AND MEASURE THE RETURN LOSS LOOKING INTO THE BOTTOM JUMPER. THE RETURN LOSS SHOULD NOT EXCEED -18dB (VSWR> 1.3:1) BETWEEN ISOO AND 20DOMHZ S. FEEDER INSERTION LOSS: REPLACE THE LOAD WITH A SHORT CIRCUIT TERMINATION AND MEASURE THE MAXIMUM ANDMINIMUM RETURN LOSS BETWEEN 1800 AND 2000. ADD THIS TOGETHER AND DIVIDE BY4 TO GIVE THE AVERAGE WAY INSERTION LOSS WHICH SHOULD BE <3 dS. 6. IF THE CONDITIONS IN 4, 5 AND B ARE MET THEN THE TESTIS COMPLETE. IF 4 IS BAD BUT 5 d 6 ARE OK THEN REPLACE THE ANTENNA AND RETEST. IF 5 d 6 ARE BAD THEN MEASURE RL OF MAIN FEEDER ONLY. IF RETURN LOSS IMPROVES TO -20 OR BETTER OR INSERTION LOSS IMPROVES BY MORE THAN 2dS THEN REPLACE OR RETERMINATE THE BOTTOM AND TOP JUMPER. OTHERWISE REPLACE THE MAIN FEEDER RUN. NOTIFY PROJECT MANAGEMENT AND RF ENGINEERING OF ANY FAULTY HARDWARE. 7. ALL TEST RESULTS SHOULD BE CLEARLY MARKED WITH SITE, FEEDER NUMBER, DATE, MEASURED TIME GROUNDING SLOTFOR CLAMP ADJUSTABLE BAND CLAMP SIEMENS PUITYTAPE r 1/4.20 GROUNDINGSTRAP HARDWARE ASSEMBLY #OGROUND LEAD FIGURE i FIGURE 2 FIGURE 3 ADJUSTABLE q:GROUNDING BAND CLAMP NO GROUND LEAD TWO HOLE ELECTRICAL TAPE COMPRESSION OVER MASTIC TAPE CLAMP CRIMP LUG (88) TO GROUND BAR FIGURE 4 FIGURE 5 FIGURE 6 r2-\ COAXIAL CABLE GROUNDING RF•2 SCALE: NO SCALE NOV. 2 2 2006 ANDREW ANTENNA DATA MECHANICAL SPECIFICATIONS PARTNUMBER HEIGHT WIDTH DEPTH WEIGHT ADFOP182.65S•R2DM 54 In 121n 3.51n 34,510; CONNECTORS STANDARDMOUNTING HARDWARE Q11/13/2006 (4)7.16DIN INCLUDED Q09118/2009 ELECTRICAL SPECIFICA71101,13 ADDEDSU Mfr FREQUENCY POLARIZATION GAIN AZIMUTHB.W. ELEVATION B.W. 1850.1990 MHz 345• 15.2 dB1117.6 dB1 65' 8.5' BEAM TILT I VSWR I POWER HANDLING BUILDING 1 0 % -7% 1 -1.5:1 1 200 WATTS MINORRE' ANTENNA SPECIFICATIONS RF•2 N.T.S. IilllillLilllil I►ILI�IIIilllil II1, PII I I1IIIjIII1 T�111If �1� ►1►�►1ill11 'I Inch vas 1I 2I 3I1 x 41 9 5 6 1 3 . Since t872,. ' f L �,«� � 11111 4 L E L` Z ,. � ��, ,•^ O »�,,,,.. �L,•:;; g,'�::�. g. � 9 4 1.111111 111 nlnullllllLUi�llilil�nilliillll' Illliili�ll` iilllli�iirrllli11iiililil�ll (Il�lll�illllll����ii�l11 1111 li1 iil111 il11[1 IRAZE 1rT AN A ED T • •Mobile• 19807 NORTHCREEK PKWY N w0THELL, WA 99011 OFFICE (423) "&7800 PROJECT INFORMATIONi MILITARY 8L 27TH SE3551 C 3118 S 140TH ST TUKWILA, WA 981 S8 ISSUED FOR- BUILDING PERMIT REVISION HISTORY; rNo. DATES DESCRIPTIONi CNK. APPV. 'PLANS PREPARED B \. B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 CDRAWN BY: CHK. BYs =APPV. BY:' r -AAL BJT AM =LICENSUREs O WASyaJ /5715"' bN4LSI-- E.YPIRFS ON25,0� — EgY1PMERlTi T•MOBILE ANTENNAS COLLOCATED ON AN EXISTING 53' AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A 8' -0' x 164• FENCED HALF VAULT LEASE AREA DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE: 0 RF DETAILS D WING NUMBER: RF -2 Q11/13/2006 MINORRE Q09118/2009 ADDEDSU Q 81152008 ISSUED FC BUILDING 1 3 31132909 MINORRE' Q121292005 ISSUED FC Qj 121152005 ISSUED DE 'PLANS PREPARED B \. B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 CDRAWN BY: CHK. BYs =APPV. BY:' r -AAL BJT AM =LICENSUREs O WASyaJ /5715"' bN4LSI-- E.YPIRFS ON25,0� — EgY1PMERlTi T•MOBILE ANTENNAS COLLOCATED ON AN EXISTING 53' AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A 8' -0' x 164• FENCED HALF VAULT LEASE AREA DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE: 0 RF DETAILS D WING NUMBER: RF -2 L NOTE: CUSTOMER TO SUPPLY ANTENNA MOUNTING BRACKETS FOR WADE ANTENNA ENCLOSURE. MATERIAL REQ'D. PER ASSEMBLY . 7 . 16' -0' WITHOUT COVERS i 3 4• : 2a 1/2 • GALV. WT. OTY. ITEM MK. NO. DESCRIPTION 26'0 AMS SYSTEM CAP O .. .. •Tj (AJ6� . - -- SHAFT ASSY. (SINGLE) R Yi I 3. 31.41 1 2 K11497 10" IT 30" ACCESS PORT COVER P "� �j f" 3 HARDWARE AS FOLLOWS: I (1) 1 3/4'% HOLES ON AN EVENLY GRGUNO LEVEL SPACED 32 6 BOLT CIRCLE (4) DOU /BLE EN 61- 011ELONG 4 14•e OPENING I60' I . 54-CR55) ANCHOR BOLTS rf (4) H.N. A(92 PROJECTION 4- 32.00 -1.50 O . (BOTTOM TEMPLATE SHOULD TOP k BOTTOM TEMPLATES SECTION "E —E" . BE BOLTED n/(2) M.N.) /� ERECTION VIEW ASCEMRLY uARNIHR PRO[fn IRF UNLESS OTHERWISE NOTED. ALL DIMENSIONS ARE THIS DRAWING IS CONfl0EN71Al AND MAY NOT BE MEASURED FROM ME BOTTOM OF ME BASE PLATE. SCALE NONE EACH INDIVIDUAL ASSEMBLY SHALL HAVE A METAL LOANED. REPRODUCED, COPIED EITHER WHOLLY OR IN TAO WELDED TO IT K NO, WILL BE ENGRAVED WITH PART, OR MADE PUBLIC IN ANY MANNER WITHOUT ME ME ASSEMBLY MARK /5 HI SHOWN W THE MATERIAL WRITTEN CONSENT OF ENGINEERED ENDEAVORS INC. -ALL BLOCK. (MINIMUM Di S /6• HIGH LETTERS) RIGHTS OF DESIGN OR INVENTION ARE RESERVED IIII- IIIIII�III��II�I .�I�III�III�II�. Inch 1/16 1 2 J. I TCOn� SlnceT872" , 5L bb E6 nilnJillinln111 1li11'1[11 lI. ui�lullliil�i O7 25'.. e' -D' I.G. LIGHT DUTY AMS - b' (� " SYSTEM ./4 1/2. 0.0, MOUNTING PIPE N - _ - - _ CL OF ENCLOSURE - - _ \ ti J12) 1,19'. Na ES 'F �` O, ARV LT CIRCLE , f 191 /2'. OPENING II10' . CL S• . 7' 00 HANOHOLE .. . . n I Ott 90' k 270' VIEW "A —A�� rp12) 1 1 e•.g H s NOTE: AMS REMOVED FOR CLARITY 10 ON30' 2A ARTOI IRCLE ° • R ND sHAF A: SECTION ��B —B" i b SHIM KIT •a� CL 5• . 7' DD HANDHOLE O , I 11 . n CL W & 160• wANTERNAL KELLUM HOOKS I - Ir Ir (LJ6 /4' " 26 1/2'0 ' J� A ) n � A k 12)1 6'tH S RCLE . .. ... - A ART .. .. _._ .. .. .__ ...I. r .._ 5'30.1 A 2:PA BOLT CI 2.69 6 K11153 5' x 7" HANDHOLE COVER PL 42.97 4 4 1.50- AB600E -4 1 I/Y.. 6' -0' lQ (11334 -d155) ANCH011 BOLTS 4 M.N.'S (A194 -CR2H k (2) P.N.'S EACH 1 5 STRUCTURE ASSEMBLY AND " ERECTION PROCEDURES 63,27 2 6 4 -32.00 -1.50 SETTING TEMPLATE 523.74 1 7 K11760 15%, e'-D' Lc. ucHr ourr AMS srsTEu �/4 I o.D. MOUNT610 PIPE 60.48 1 B K11453 26 "14 AMS SYSTEM CAP 7.50' 1 9 K10062 20" BUSS BAR KIT -- 1 10 - -- CROSS SECTION 31.74 1 11 K10003 SHIM KIT SPECIFICATIONS FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS. BOLTS SHALL BE BROUGHT TO SNUG -TIGHT CONDITIONS AS RECOMMENDED BY ME FLANGE SPECIFICATIONS IN FLANGE -TYPE JOINTS AND . I FULLY PAINTED � ' 9) POLE TAPER . 0.0000in /It. • . I I r , I (1) 1 3/4'% HOLES ON AN EVENLY GRGUNO LEVEL SPACED 32 6 BOLT CIRCLE (4) DOU /BLE EN 61- 011ELONG 4 14•e OPENING I60' I . 54-CR55) ANCHOR BOLTS rf (4) H.N. A(92 PROJECTION 4- 32.00 -1.50 O . (BOTTOM TEMPLATE SHOULD TOP k BOTTOM TEMPLATES SECTION "E —E" . BE BOLTED n/(2) M.N.) /� ERECTION VIEW ASCEMRLY uARNIHR PRO[fn IRF UNLESS OTHERWISE NOTED. ALL DIMENSIONS ARE THIS DRAWING IS CONfl0EN71Al AND MAY NOT BE MEASURED FROM ME BOTTOM OF ME BASE PLATE. SCALE NONE EACH INDIVIDUAL ASSEMBLY SHALL HAVE A METAL LOANED. REPRODUCED, COPIED EITHER WHOLLY OR IN TAO WELDED TO IT K NO, WILL BE ENGRAVED WITH PART, OR MADE PUBLIC IN ANY MANNER WITHOUT ME ME ASSEMBLY MARK /5 HI SHOWN W THE MATERIAL WRITTEN CONSENT OF ENGINEERED ENDEAVORS INC. -ALL BLOCK. (MINIMUM Di S /6• HIGH LETTERS) RIGHTS OF DESIGN OR INVENTION ARE RESERVED IIII- IIIIII�III��II�I .�I�III�III�II�. Inch 1/16 1 2 J. I TCOn� SlnceT872" , 5L bb E6 nilnJillinln111 1li11'1[11 lI. ui�lullliil�i 19 1 /2'e OPENING 167 SECTION "C —C" ri TOTAL ANCHOR BOLT & TEMPLATE WT,_298 E GENERAL NOTES 1 1/2' RADIAL ICE (NON - SIMULTANEOUS). DESIGN MEETS THE REQUIREMENTS OF SECTIONS 1609 t 3105 OF'THE 2000 AND 2003 INTERNATIONAL BUILDING CODES FOR 100 MPH 3- SECOND GUST WAND SPEED. 2) ALL WELDS SHALL BE IN ACCORDANCE WITH AWS 0.1.1. (LATEST EDITIONL LONGITUDINAL SEAM WELDS WITHIN SUP -JOINT AREA IN FEMALE SECTION SMALL BE 1ODIL PENETRATION. GALVANIZED PER ASTM ;123 AND THEN PAINTED TBD. 3) (TOUCHUP PAINT E LIED BY OTHERS) 4) CONTRACTOR R L THOROUGHLY RENEW EEI'S ASSEMBLY k ERECTION PROCEDURE PRIOR TO INITIATING THE THE 5) THE ORIENTATION OF THE MONOPOLE SHALL BE VERIFIED PRIOR TO ERECTION OF THE POLE, I 6) DAP BETWEEN TOP OF THE FOUNDATION AND BOTTOM OF THE BASE PLATE MAY BE FILLED WITH A NON- SHRINK • GROUT WITH A MINIMUM COMPRESSIVE STRENGTH OF F -2000 Pst WATER DRAINAGE MUST BE PROVIDED UNDERNEATH THE BASE PLATE TO ENSURE THAT MOISTURE DOES NOT COLLECT INSIDE THE MONOPOLE . 7) ALL BOLTED CONNECTIONS WIM A325 HIGH- STRENGTH BOLTS SHALL BE ASSEMBLED IN ACCORDANCE WITH o I N SPECIFICATIONS FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS. BOLTS SHALL BE BROUGHT TO SNUG -TIGHT CONDITIONS AS RECOMMENDED BY ME FLANGE SPECIFICATIONS IN FLANGE -TYPE JOINTS AND . I 6) ANCHOR BDLTS SHALL BE TIGHTENED AFTER ME STRUCTURE IS PLUMB. BOTH TOP t BOTTOM NUT SHALL BE � ' 9) POLE TAPER . 0.0000in /It. • . I I r , I � � ya I C ACCESS PORT . O 3' -0' ELEV C I ' I + SECTION °D —D" O ( .... .... . ' . BUSS BM 0...___ _ :.. __..__ ____._ __ ___ __ . _._ __ ,__ PL 1 )1/2• ■ 38 *0 .. 0' 10' s 30' ACCESS OPENING • /COVER (TYP O 1 PLACE) ' GROUND LUG O . I w CL 45• k 225 ON BASE PLATE GROUND LUG O - CL 45' t 225' Do BASE PLATE Q •,� TTV u o K POINT � I (1) 1 3/4'% HOLES ON AN EVENLY GRGUNO LEVEL SPACED 32 6 BOLT CIRCLE (4) DOU /BLE EN 61- 011ELONG 4 14•e OPENING I60' I . 54-CR55) ANCHOR BOLTS rf (4) H.N. A(92 PROJECTION 4- 32.00 -1.50 O . (BOTTOM TEMPLATE SHOULD TOP k BOTTOM TEMPLATES SECTION "E —E" . BE BOLTED n/(2) M.N.) /� ERECTION VIEW ASCEMRLY uARNIHR PRO[fn IRF UNLESS OTHERWISE NOTED. ALL DIMENSIONS ARE THIS DRAWING IS CONfl0EN71Al AND MAY NOT BE MEASURED FROM ME BOTTOM OF ME BASE PLATE. SCALE NONE EACH INDIVIDUAL ASSEMBLY SHALL HAVE A METAL LOANED. REPRODUCED, COPIED EITHER WHOLLY OR IN TAO WELDED TO IT K NO, WILL BE ENGRAVED WITH PART, OR MADE PUBLIC IN ANY MANNER WITHOUT ME ME ASSEMBLY MARK /5 HI SHOWN W THE MATERIAL WRITTEN CONSENT OF ENGINEERED ENDEAVORS INC. -ALL BLOCK. (MINIMUM Di S /6• HIGH LETTERS) RIGHTS OF DESIGN OR INVENTION ARE RESERVED IIII- IIIIII�III��II�I .�I�III�III�II�. Inch 1/16 1 2 J. I TCOn� SlnceT872" , 5L bb E6 nilnJillinln111 1li11'1[11 lI. ui�lullliil�i ENGINEERED 4, t ENDEAVORS INCORPORATED The &MkmW Pant of VkIv O �8Q X..2,.�1p $Q I .7610 Jenther Drive • Mentor, OH 44060 -4572 Ph: (440) 918.1101 ' Ph: (888) 270.3855 s�O*YAL �•,wtd Iglu" ! Fa: (440) 916.11118' www.enpendcom V �) a )• 53' -0" DISGUISED POLE EXPIRES 03-07-200`7 T— MOBILE MILITARY & 27TH/SE3551C 1 REVISED INFORMATION BLOCK IPM R.B. KING COUNTY, WA "' • 0 COMPLETED APPROVAL DWG /1)/100( R.V. NONE PROJECT NO. 14477 C Kr xswno+ s,R � w h " DRAWING NO. GS56492 11 5 1;�6 t 1 nt : ; wo IIII1IIIIIIIII�IIIII1111 IIIIIIIII�IIIIIIIII I11.II_ 0 1 DO A D V r IT O S. 1 I TOTAL GALV. STIR. & ACCES. WT,__it— ____ TOTAL ANCHOR BOLT & TEMPLATE WT,_298 E GENERAL NOTES 1) MONOPOLE IS DESIGNED IN ACCORDANCE WITH TIA/EIA -222F FOR 50 NPH FASTEST MILE WIND SPEED AND 1/2' RADIAL ICE (NON - SIMULTANEOUS). DESIGN MEETS THE REQUIREMENTS OF SECTIONS 1609 t 3105 OF'THE 2000 AND 2003 INTERNATIONAL BUILDING CODES FOR 100 MPH 3- SECOND GUST WAND SPEED. 2) ALL WELDS SHALL BE IN ACCORDANCE WITH AWS 0.1.1. (LATEST EDITIONL LONGITUDINAL SEAM WELDS WITHIN SUP -JOINT AREA IN FEMALE SECTION SMALL BE 1ODIL PENETRATION. GALVANIZED PER ASTM ;123 AND THEN PAINTED TBD. 3) (TOUCHUP PAINT E LIED BY OTHERS) 4) CONTRACTOR R L THOROUGHLY RENEW EEI'S ASSEMBLY k ERECTION PROCEDURE PRIOR TO INITIATING THE THE 5) THE ORIENTATION OF THE MONOPOLE SHALL BE VERIFIED PRIOR TO ERECTION OF THE POLE, 6) DAP BETWEEN TOP OF THE FOUNDATION AND BOTTOM OF THE BASE PLATE MAY BE FILLED WITH A NON- SHRINK • GROUT WITH A MINIMUM COMPRESSIVE STRENGTH OF F -2000 Pst WATER DRAINAGE MUST BE PROVIDED UNDERNEATH THE BASE PLATE TO ENSURE THAT MOISTURE DOES NOT COLLECT INSIDE THE MONOPOLE 7) ALL BOLTED CONNECTIONS WIM A325 HIGH- STRENGTH BOLTS SHALL BE ASSEMBLED IN ACCORDANCE WITH SPECIFICATIONS FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS. BOLTS SHALL BE BROUGHT TO SNUG -TIGHT CONDITIONS AS RECOMMENDED BY ME FLANGE SPECIFICATIONS IN FLANGE -TYPE JOINTS AND ' SHOULD BE SHIMMED IF NECESSARY. ME SHIMS TOLL BE SUPPLIED BY EEL 6) ANCHOR BDLTS SHALL BE TIGHTENED AFTER ME STRUCTURE IS PLUMB. BOTH TOP t BOTTOM NUT SHALL BE - TIGHTENED TO 200 11 -IDs MOMENT. FOR DETAIL ANCHOR BOLT L45TAWTION REFER TO ED ASSEMBLY AND ERECTION PROCEDURE. 9) POLE TAPER . 0.0000in /It. • . I I ENGINEERED 4, t ENDEAVORS INCORPORATED The &MkmW Pant of VkIv O �8Q X..2,.�1p $Q I .7610 Jenther Drive • Mentor, OH 44060 -4572 Ph: (440) 918.1101 ' Ph: (888) 270.3855 s�O*YAL �•,wtd Iglu" ! Fa: (440) 916.11118' www.enpendcom V �) a )• 53' -0" DISGUISED POLE EXPIRES 03-07-200`7 T— MOBILE MILITARY & 27TH/SE3551C 1 REVISED INFORMATION BLOCK IPM R.B. KING COUNTY, WA "' • 0 COMPLETED APPROVAL DWG /1)/100( R.V. NONE PROJECT NO. 14477 C Kr xswno+ s,R � w h " DRAWING NO. GS56492 11 5 1;�6 t 1 nt : ; wo IIII1IIIIIIIII�IIIII1111 IIIIIIIII�IIIIIIIII I11.II_ 0 1 DO A D V r IT O S. 1 I