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HomeMy WebLinkAboutPermit D12-098 - AT&T MOBILITY (SS05) - 3 ANTENNAS AND ANCILLARY EQUIPMENTAT &T MOBILITY 15700 NELSON PL D12-.098 Parcel No.: Address: Suite No: Project Name: City okukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206- 431 -2451 Web site: http: / /www.TukwilaWA.gov 0005800029 15700 NELSON PL TUKW AT &T MOBILITY (SS05) DEVELOPMENT PERMIT Permit Number: Issue Date: Permit Expires On: D12 -098 05/31/2012 11/27/2012 Owner: Name: WILTON LP Address: 18515 134TH ST NE , MONROE WA 98272 Contact Person: Name: SUNNY AUSINK Address: 111S JACKSON ST #200 , SEATTLE WA 98104 Contractor: Name: ROSH CONSTRUCTION LLC Address: PO BOX 7227 , BONNEY LAKE WA 98391 Contractor License No: ROSHCCL97109 Lender: Name: N/A - SELF FUNDED Address: Phone: 206 446 -0448 Phone: 503 - 569 -4183 Expiration Date: 03/10/2013 DESCRIPTION OF WORK: MODIFY EXISTING WIRELESS FACILITY BY ADDING (3) LTE ANTENNAS AND ANCILLARY EQUIPMENT. Value of Construction: $15,000.00 Type of Fire Protection: NONE Type of Construction: IIB Electrical Service Provided by: PUGET SOUND ENERGY Fees Collected: International Building Code Edition: Occupancy per IBC: $622.10 2009 0025 * *continued on next page ** doc: IBC -7/10 D12 -098 Printed: 05 -31 -2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Lix,21 Date: J I — I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction o the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: C . Ne5 Date: 5-31, I� 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. PERMIT CONDITIONS: 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 mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of arty construction. These documents shall be maintained and made available until final inspection approval is granted. 5: 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. 6: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of doc: IBC -7/10 D12 -098 Printed: 05 -31 -2012 this requirement. • • 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 8: 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. 9: Osprey are actively nesting or building a nest on the tower. The applicant shall obtain any required permit or permission from Washington Department of Fish and Wildlife and US Fish and Wildlife Services prior to performing any work on this tower. Prior to final inspection by Planning, applicant shall provide documentation demonstrating that this condition has been met. doc: IBC -7/10 D12 -098 Printed: 05 -31 -2012 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: 15700 NELSON PL Tenant Name: AT &T MOBILITY (SS05) PROPERTY OWNER Name: SUNNY AUSINK Name: WILTON LP City: SEATTLE State: WA Zip: 98104 Address: 18515 134TH STREET NE Email: SAUSINK @PTSWA.COM City: MONROE State: WA Zip: 98272 CONTACT PERSON — person receiving all project communication Name: SUNNY AUSINK Address: 111 S. JACKSON ST. #200 City: SEATTLE State: WA Zip: 98104 Phone: (206) 446 -0448 Fax: (206) 903 -8513 Email: SAUSINK @PTSWA.COM GENERAL CONTRACTOR INFORMATION Company Name: WESTOWER COMMUNICATIONS Address: 9961 SIDNEY HAYES ROAD City: ORLANDO State: FL Zip: 32824 Phone: Fax: Contr Reg No.: WESTOCI975J8 Exp Date: 12/14/2012 Tukwila Business License No.: H: Applications \ Forms-Applications On Line '0_011 Applications \Permit Application Revised - 3- 9- 11.docx Revised: August 2011 bh King Co Assessor's Tax No.: 000580 -0029 Suite Number: Floor: New Tenant: ❑ Yes ® ..No ARCHITECT OF RECORD Company Name: PACIFIC TELECOM SERVICES Architect Name: RICHARD HALL, AIA Address: 111 S. JACKSON ST. #200 City: SEATTLE State: WA Zip: 98104 Phone: (206) 342 -9000 Fax: (206) 903 -8513 Email: RHALL @PTSWA.COM ENGINEER OF RECORD Name: NOT APPLICABLE Address: Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: NOT APPLICABLE Address: City: State: Zip: Page 1 of4 BUILDING PERMIT INFORMATI — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 15,000 Describe the scope of work (please provide detailed information): AT &T PROPOSES TO MODIFY EXISTING WIRELESS FACILITY LOCATED AT ABOVE REFERENCE ABOVE BY ADDING (3) LTE ANTENNAS AND ANCILLARY EQUIPMENT. Existing Building Valuation: $ Will there be new rack storage? ❑ Yes .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes VI No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications \Forms - Applications On Line \2011 Applications `Permit Application Revised - 8 -9 -1 I.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 151 Floor 1 i 15 I S/L rd Floor 3`d Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes VI No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications \Forms - Applications On Line \2011 Applications `Permit Application Revised - 8 -9 -1 I.docx Revised: August 2011 bh Page 2 of 4 PERMIT APPLICATION NOTES — Value of Construction = In all cases, a value of constriction 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). 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LA 1 STATE OF WASHINGTON, D I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTH : I4/API) T: / Signature. Print Name. SUNNY AUSINK NW Day p one: (206) 446-0448 ate: 03/26/2012 Mailing Address: 111 S. JACKSON ST. #200 H: \Applications \Forms. Applications On lane \20I I Applicaiionc\Permil Application Revised ='8,9, I I -.docx Revis- d: Aogusi bh SEATTLE WA 98104 City State Zip Page 4 of 4 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 0005800029 Address: 15700 NELSON PL TUKW Suite No: Applicant: AT &T MOBILITY (SSOS) RECEIPT Permit Number: D12-098 Status: APPROVED Applied Date: 03/30/2012 Issue Date: Receipt No.: R12 -01747 Payment Amount: $378.80 Initials: WER Payment Date: 05/31/2012 02:28 PM User ID: 1655 Balance: $0.00 Payee: WESTOWER COMMUNICATIONS INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 117784 378.80 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 374.30 640.237.114 4.50 Total: $378.80 doc: Receiot -06 Printed: 05 -31 -2012 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Fax: 206 -431 -3665 Web site: http: / /www.TukwilaWA.aov Parcel No.: 0005800029 Address: 15700 NELSON PL TUKW Suite No: Applicant: AT &T MOBILITY RECEIPT Permit Number: D12-098 Status: PENDING Applied Date: 03/30/2012 Issue Date: Receipt No.: R12 -01177 Payment Amount: $243.30 Initials: JEM Payment Date: 03/30/2012 08:21 AM User ID: 1165 Balance: $378.80 Payee: WESTOWER COMMUNICATIONS, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 13565 243.30 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 243.30 Total: $243.30 doc: Receiot -06 Printed: 03 -30 -2012 3 INSPECTION RECORD Retain a copy with permit b/2'8 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 i- (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: 19 r T-10 Type of Inspection: riiJ4 C, Address: /5 7O() R/fLSo.v r'L Date Called: Special Instructions: 04, 45-/7 -o/ Date Wanted:.r►. Requester: Phone No: 20 6 -'-1/2 -05-5 —7 .1214 pproved per applicable codes. El Corrections required prior to approval. COMMENTS: r ; ;( )c le- fr. ;AM/ Date: /1 25- l2 iINSPECTION FEE RffQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. !— - INSPECTION NO. INSPECTION RECORD Retain a copy with permit 1 t2 -d°Ia PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Ty a of Inspection: Wan (\\ nCA 1so or t.Jt-,',-, 00413 cCc,c.-rtLnq, Address: Date Called: tt -- 6 e (\n t n Special Instructions: Date WSed:_ a.m. p.m. Requester: C �� _ffe•i CL- phocz (D` g ^301 NApproved per applicable codes. Corrections required prior to approval. COMMENTS: l'i 1so or t.Jt-,',-, 00413 cCc,c.-rtLnq, a ((NUBS vp n 4o d0 c.) 4&cQ --itk, 6 e (\n t n lAtil, ibc k no i:10.2. M to '\ q o g c- LOI (\o bi t& N h n 3 ,n r -cgc - Inspector: ftAf\\- Date: Oar? \ r1 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 cF. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Type of Inspection: Address: Al 700 6 i:I LSOA) ?L Date Called: Special Instructions: . c2 `71z4 7-6/20 Date // �/ � // a.m. cP✓m Requester: Phone No: -'/t? —O '? Approved per applicable codes. Corrections required prior to approval. 1 COMMENTS: (! ?I AtJnb L7 j: N A — rdf-f oFb t�s pector: c..... Date: I i f t G/ 7 EII SPECTION FEE R QUIRED. Prior 4 next inspection. fee must be a at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431 -2451 Project: � � TYP f In�ectiQn: P1 �Nf �j •� 1 !•r Address: tic /Uiu . Pi__ Date Called: of . (v- .pf co -,\ 5 -,1OM OS -1.3 Special Instructions: -. Date Wanted:. 11 -14 --tip • °- a.m. Requester: d ElApproved per applicable codes:. rrections required prior to approval. COMMENTS: ' (e . 0∎ (e' oqs rc`" S n efi lA t \1z v . of . (v- .pf co -,\ 5 -,1OM OS -1.3 Q L, 0C. \;, f‘ < 0(N_ -1� C QC \ t)r O NJ ry: k. (101-we: 4;, -�,N) d .A , i rt or k-.=,, a ) ., \)c r 0,...$) k ^\ (,A , A ..,.. .1 ;,-n c.1u.0 K \ t`� v Ck Ck _ i i Inspector: � fk r \ Date: 11{P] )� n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. FILE COPY n"••••i Structural Components, LLC Voice: 866 - 386 -7622 1617 Pearl Street, Unit A Fax: 303 - 962 -3577 Boulder, CO 80302 Structural Components Bringing It All Together. August 19, 2011 Khew Lew Adapt Engineering, Inc. 615 8th Avenue South Seattle, WA 98104 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 222012 Re: Structural Analysis Repo City of Tukwila Structure: 115ft Molg LDING DIVISION Site Address: 15700 Nelson PI, Tukwila, WA 98188 Lat: 47.4619, Long: - 122.2428 Site Name: AT &T — South Center Site Number: Adapt — WA11- 17306 -STR SC Number: 110659 Status: PASSES (63% Capacity) Dear Mr. Lew: 43789 .4 SS /oNAI 04 Per your request, Structural Components, LLC has completed a structural analysis for the above referenced project to verify the tower's compliance to the following design criteria: Standard: TIA -222 -G Structural Standard for Antenna Supporting Structures and Antennas Building Code: 2009 International Building Code Design Basic Wind Speed without Ice: 85 mph 3- second gust Design Basic Wind Speed with Ice: 30 mph 3- second gust Ice Thickness: 1/4" radial Serviceability Basic Wind Speed: 60 mph 3- second gusts Exposure Category: C Topographic Category: 1 Structure Class: II Seismic Class: D Please refer to the following structural analysis report, which gives complete details of the tower loading, results, information provided, and necessary assumptions. We trust you find this report satisfactory. Please do not hesitate to contact us if you should have any questions or concerns. Best Regards, Structural Components LLC Kyle Jackson, E.I.T. Structural Engineering Dept Basri Basri, S.E. C�TY�F IV Washington S.E. # 43789 K s , Expires: 05/21/2012 MAR 3 0 2012 PERMIT CENTER Structural Analysis Report 115ft Monopole South Center (WA 11- 17306 -STR), WA August 19, 2011 2 1 LOADING CONFIGURATION The following antennas, mounts, transmission lines, and other appurtenances were considered for the structural analysis. Elev. (ft) (1) Appurtenance Line I /O(`' Notes 0.63 (3) Kathrein 800 10765 Panels (2) 7/8" I 0 118.0 (3) RRH 700 (1) 3/8" I ATT 1.2 (3) RRH AWS Axial (kips) 4.1 Proposed 17.3 (1) Raycap DC6- 48- 60 -18 -8F Squid (3) Kathrein 742 -264 Panels (18) 7/8" I (2) EMS RR45- 14 -XXAL2 (6) 7/8" I (Dead) (2) EMS RR33- 18 -DPL4 118.0 (1) Powerwave 7920 ATT (1) Powerwave 7721 Existing (6) Ericsson KRY 112 71/2 TMA (12) LGP 21401 TMA (1) Low Profile Platform 1) Elevations reference centerline of panel, yagi, and dish antennas, and base of whip antennas, in relation to the base of the tower. 2) "I /O" designates whether the lines are placed inside or outside of the pole. Contact Structural Components for further analysis if the lines cannot be placed as indicated. 2 RESULTS The analysis was performed using TSTower v5.1.0, a structural analysis program developed by Tower Soft Inc. specifically for the communication tower industry. 2.1 TOWER MEMBER STRESS LEVELS The tower has the following stress ratios in its structural members. Elev. (ft) Member Stress Ratio 0 —115 Pole 0.63 0 Base Plate 0.25 0 Anchor Rods 0.53 Stress ratio (SR) criteria: SR < 1.00 is completely within code limits. SR < 1.05 is considered within acceptable tolerance of code limits. SR > 1.05 is outside acceptable tolerance of code limits and requires structural modifications. 2.2 FOUNDATION REACTIONS The reactions listed below are for the design wind speed listed. Reactions are factored loads. . Reaction Type Original Design Reactions No Ice Reactions Iced Reactions Seismic Reactions Foundation Status Moment (ft-kips) 1572.8 946.5 88.9 353.2 Passes Shear (kips) 19.1 12.2 1.2 3.8 Axial (kips) 4.1 14.4 17.3 14.4 * Original reactions listed were designed per TIA/EIA -222 -F and have been increased by a factor of 1.35 for direct comparison to the current reactions. Based on the current analysis showing the un- reinforced tower having a rating of 63% of maximum loading stresses, and the current analysis reactions being less than the original design reactions the towers foundations are considered adequate. The foundation was checked for the axial loads and is structurally adequate for the proposed loading. Structural Components, LLC 1617 Pearl Street, Unit A Boulder, CO 80302 phone: 866- 386 -7622 fax: 303 - 962 -3577 www.StructuralComponents.net Structural Analysis Report 115ft Monopole South Center (WA11- 17306 -STR), WA August 19, 2011 3 2.3 TOWER DEFLECTION The deflections are listed below for critical tower elevations using the serviceability wind speed listed. Elev. (ft) Displacement (in) Sway (deg) Twist (deg) 115.0 22.70 1.86 0.00 3 PROVIDED INFORMATION AND ASSUMPTIONS Information about the tower was provided by Adapt Engineering. Structural Components, LLC did not visit the site. ' Data Document Author Date File Tower Original Tower Design Engineered Endeavors Inc 04/24/1990 C -1589 Structural Analysis TRK Engineering 09/23/2003 0378 -051 Existing and Email Adapt Engineering 08/04/2011 — Proposed Loads RFDS AT &T 11/16/2010 SSO5 Construction Drawings AT &T 02/28/2011 SSO5 Foundation Original Tower Design Engineered Endeavors Inc 04/24/1990 C -1589 Structural Analysis TRK Engineering 09/23/2003 0378 -051 Soils Geotechnical Report RZA Inc. 01/11/2009 W -6565 The following assumptions were made in order to complete the analysis. These assumptions must be checked. If they do not accurately represent the existing or proposed tower, foundation, soil, and loading conditions, we must be notified so that we can make the appropriate changes to our analysis, conclusions, and recommendations. 1. The tower and foundation are constructed as shown in the provided drawings, previous structural analysis reports, mapping reports, photos, and /or other documents. 2. The tower and foundation are in good condition with no corrosion, damage or fatiguing issues which could reduce the carrying capacity of the tower. 3. The tower has been properly maintained in accordance with industry standards. 4. The tower and foundation have not been modified except as indicated in the provided information or in this report. 5. The foundation was properly designed and constructed for the original design reactions. 6. Anchor rods are considered to be A615 Gr. 75 ksi yield steel, a common grade used for anchor bolt design. 4 CONCLUSIONS To the best of our knowledge and belief the tower and foundations satisfy the requirements of the applicable codes and standards having jurisdiction over the work for the loadings and conditions as outlined in this report. Structural modifications are not required at this time. Structural Components, LLC 1617 Pearl Street, Unit A Boulder, CO 80302 phone: 866- 386 -7622 fax: 303 - 962 -3577 www.StructuralComponents.net Structural Analysis Report 115ft Monopole South Center (WA11- 17306 -STR), WA August 19, 2011 APPENDIX A Tower Profile and Calculations Structural Components, LLC 1617 Pearl Street, Unit A Boulder, CO 80302 phone: 866- 386 -7622 fax: 303 - 962 -3577 www.StructuralComponents.net DESIGN SPECIFICATION: ANSI/11A- 222- G-2005 Add.2 BASIC WIND SPEED (No Ice): 85 mph BASIC WIND SPEED (With Ice) 30 mph DESIGN ICE THICKNESS: 0.25 Inch EXPOSURE CATEGORY: C STRUCTURE CLASS: 11 TOPOGRAPHIC CATEGORY: 1 IMPORTANCE FACTOR: 1.00 8 Ai 8 EL - 11600' 000000 ANIMA LOADING CHART 07! a. (6) T UNE 07T A7DR71H COMMENTS STATUS 7�2M 1 118.00 0 ATT EdWf}- 2 (2) 111148-14-100E2 1 11600 0 ATT Edd7Cy. 3 (2) NM-18-MA 1 1160) 0 ATT Matra.. 4 (1) Power 7870 1 1160) 0 ATT EdWI5.. 0 (1) Pow8a8 7721 1 118.00 0 ATT Ed91E1p.. 8 (8) MT 112 71 1 118.00 0 ATT EARN - 7 7 (12) I.OP21401 1 11600 0 ATT Waag- e A 1 11600 0 ATT MAN 9 (3) 1108999 B0) 10786 1 11800 0 ATT Prapad. 10 (3) RRN 700 1 11600 0 ATT Palmed- 11 (3) RAN ANS 1 11800 0 ATT Mapad. 12 B 1 11800 0 ATT Pl8pprd- STAN9e E- 11NO, 8-FUTURE. PiREPOIED ANTENNA LEOEND A (1 Low PoaB. Plotfan 8 (1) Ro1oao 090-48-00-18 001600A0 O00 SEAR 0490 80187R 00.46D 17.2 12.2 947.7 \M9.1yM.r949.MJ . - w -nwapa - wmCor PROJECT WOE BtroaEN And1N 00N1RACT NO. 110880 ' i CUSTOMER MON Eh 10 B6M Only WA11- 17308 -SIR TE ENGINEER 19/08)011 AMC NtlpdY TowerSoft Tosser - v 5.1.0 Monopole Analysis Program Licensed to: Structural Components, LLC, 1617 Pearl Street, Unit A (c) 1997 -2010 TowerSoft, Mississauga, Ontario. Project: Site: Contract: Engineer: BASE PLATE DETAILS Any Engineer Maximum Base Reactions Axial Load(Kips) = 14.38 Shear Load(Kips) = 12.16 Bending Moment(Kipsft)= 947.66 Torque(Kipsft) = 0.02 Anchor Rod Data No of rods = 8 Grade = A615 Gr.75 _ Size = 2 1/4 in Rods Spacing(in) = 6.000 Lar * (in) = 3.000 Shear Load(Kips) = 1.52 Axial Load(Kips) = 134.03 Shear Cap.(Kips) = 134.18 Axial Cap.(Kips) = 243.56 Assessment Ratio = 0.53 Plate Data Thickness(in) Grade Max. Stress(ksi) Allow. Stress(ksi) Assessment Ratio = 3.000 = A572 gr.60 = 13.7 = 54.0 = 0.3 Plate Bottom above Concrete * Lar = Length from top of concrete to bottom of anchor rod leveling nut. Rods spacing ria. = 43.000 I1side di1. = 27.10 IPole dial = 35.000 4 Outside dia. = 58.000 TSTower - v 5.1.0 Tower Analysis Program LLC (c) 1997 -2010 TowerSoft www.TSTower.com Licensed to: Structural Components, 1617 Pearl Street, Unit A File: \ \Serverl \ots2 \Adapt Engineering \South Center - WA11- 17306 -STR \110659 - RFQ QTE PO SA INV \An Contract: 110659 Project: Structural Analysis Date and Time: 8/19/2011 1:07:33 PM Section A: PROJECT DATA Project Title: Customer Name: Site: Contract No.: Revision: 1 Engineer: Any Engineer Date: Aug 19 2011 Time: 12:51:25 PM Revision: 1 Site: South Center WA11- 17306 -STR Engineer: Alex Michaelis Design Standard: ANSI /TIA- 222 -G -2005 Addendum 2 GENERAL DESIGN CONDITIONS Start wind direction: End wind direction: Increment wind direction: Elevation above ground: Gust Response Factor Gh: Structure class: Exposure category: Topographic category: Material Density: Young's Modulus: Poisson Ratio: Weight Multiplier: WIND ONLY CONDITIONS: Basic Wind Speed (No Ice): Directionality Factor Kd: Importance Factor I: Wind Load Factor: Dead Load Factor: WIND AND ICE CONDITIONS: Basic Wind Speed (With Ice): Directionality Factor Kd: Wind Load Importance Factor Iw: Ice Thickness Importance Factor Ii: Ice Thickness: Ice Density: Wind Load Factor: Dead Load Factor: Ice Load Factor: WIND ONLY SERVICEABILITY CONDITIONS: Serviceability Wind Speed: Directionality Factor Kd: Importance Factor I: Wind Load Factor: Dead Load Factor: 0.00 (Deg) 330.00 (Deg) 30.00 (Deg) 0.00(ft) 1.10 II C 1 490.1(lbs /ft°3) 29000.0(ksi) 0.30 1.00 85.00(mph) 0.95 1.00 1.60 1.20 30.00(mph) 0.95 1.00 1.00 0.25(in) 56.19(lbs /ft"3) 1.00 1.20 1.00 60.00(mph) 0.85 1.00 1.00 1.00 EARTHQUAKE CONDITIONS: Site class definition: D Spectral response acceleration Ss: 1.620 Spectral response acceleration S1: 0.510 Accelaration -based site coefficient Fa: 1.000 Velocity -based site coefficient Fv: 1.500 Design spectral response acceleration Sds: 1.080 Design spectral response acceleration Sdl: 0.510 Seismic analysis method: 2 Fundamental frequency of structure fl: 0.388 Page A 1 TSTower - v 5.1.0 Tomer Analysis Program LLC (c) 1997 -2010 TowerSoft www.TSTower.com Licensed to: Structural Components, 1617 Pearl Street, Unit A File: \ \Serverl \ots2 \Adapt Engineering \South Center - WA11- 17306 -STR \110659 - RFQ QTE PO SA 1NV \An Contract: 110659 Project: Structural Analysis Date and Time: 8/19/2011 1:07:33 PM Revision: 1 Site: South Center WA11- 17306 -STR Engineer: Alex Michaelis Analysis performed using: TowerSoft Finite Element Analysis Program Page A 2 TSTower - v 5.1.0 Tower Analysis Program LLC (c) 1997 -2010 TowerSoft www.TSTower.com Licensed to: Structural Components, 1617 Pearl Street, Unit A File: \ \Serverl \ots2 \Adapt Engineering \South Center - WA11- 17306 -STR \110659 - RFQ QTE PO SA INV \An Contract: 110659 Project: Structural Analysis Date and Time: 8/19/2011 1:07:33 PM Section B: STRUCTURE GEOMETRY Total Height (ft) 115.00 Bottom Diameter (in) 35.00 Top Diameter (in) 14.50 Revision: 1 Site: South Center WA11- 17306 -STR Engineer: Alex Michaelis Sect. Length Overlap Bat Dia. Top Dia. Thick. Sides Joint Type Yield Mass Calculated No Stress Taper (ft) (ft) (in) (in) (in) (ksi) (lbs) (in /ft) 1 41.78 4.00 35.00 27.21 0.3125 12 -sided Flange 65.0 4399.3 0.18641 2 41.64 3.22 28.46 20.70 0.2500 12 -sided Telescopic 65.0 2771.0 0.18641 3 38.80 0.00 21.73 14.50 0.2188 12 -sided Telescopic 65.0 1662.6 0.18641 Total Mass: 8832.9 Page B 1 TSTower - v 5.1.0 Tower Analysis Program LLC (c) 1997 -2010 TowerSoft www.TSTower.com Licensed to: Structural Components, 1617 Pearl Street, Unit A File: \ \Serverl \ots2 \Adapt Engineering \South Center - WA11- 17306 -STR \110659 - RFQ QTE PO SA INV \An Contract: 110659 Revision: 1 Project: Structural Analysis Site: South Center WA11- 17306 -STR Date and Time: 8/19/2011 1:07:33 PM Engineer: Alex Michaelis Section D: TRANSMISSION LINE DATA Transmission Lines Position No. Bot El Top El Desc. Radius Az. Orient. No. Shielded Shielded Antenna (ft) (ft) (ft) Lines 1 0.00 115.00 LDF5P -50A 0.00 0.00 0.00 18 Yes 18 2 0.00 115.00 LDF5P -50A 0.00 0.00 0.00 6 Yes 6 3 0.00 115.00 LDF5P -50A 0.00 0.00 0.00 2 Yes 2 4 0.00 115.00 LDF2 -50 0.00 0.00 0.00 1 Yes 1 Transmission Lines Details No. Desc. Width Depth Unit Mass (in) (in) (lb /ft) 1 LDF5P -50A 1.10 1.10 0.33 2 LDF5P -50A 1.10 1.10 0.33 3 LDF5P -50A 1.10 1.10 0.33 4 LDF2 -50 0.43 0.43 0.08 Utilization of the cross - section for TX Lines: 13.22% Page D 1 TSTower - v 5.1.0 Tomer Analysis Program LLC (c) 1997 -2010 TowerSoft www.TSTower.com Licensed to: Structural Components, 1617 Pearl Street, Unit A File: \ \Serverl \ots2 \Adapt Engineering \South Center - WA11- 17306 -STR \110659 - RFQ QTE PO SA INV \An Contract: 110659 Project: Structural Analysis Date and Time: 8/19/2011 1:07:33 PM Section F: POINT LOAD DATA Structure Azimuth from North:0.00 POINT LOADS Revision: 1 Site: South Center WA11- 17306 -STR Engineer: Alex Michaelis No. Description Elev. Radius Azim. Orient. Vertical Tx Line Comments Offset (ft) (ft) (Deg) (Deg) (ft) 1 (3) Kathrein 742 -264 118.00 0.00 0.0 0.0 0.00 ATT Existing (Ka =0.8) 2 (2) RR45- 14 -XXAL2 118.00 0.00 0.0 0.0 0.00 ATT Existing (Ka =0.8) 3 (2) RR33 -18 -DPL4 118.00 0.00 0.0 0.0 0.00 ATT Existing (Ka =0.8) 4 (1) Powerwave 7920 118.00 0.00 0.0 0.0 0.00 ATT Existing (Ka =0.8) 5 (1) Powerwave 7721 118.00 0.00 0.0 0.0 0.00 ATT Existing (Ka =0.8) 6 (6) KRY 112 71 118.00 0.00 0.0 0.0 0.00 ATT Existing (Ka =0.8) 7 (12) LGP21401 118.00 0.00 0.0 0.0 0.00 ATT Existing (Ka =0.8) 8 (1) Low Profile Platform 118.00 0.00 0.0 0.0 0.00 ATT Existing 9 (3) Kathrein 800 10765 118.00 0.00 0.0 0.0 0.00 ATT Proposed (Ka =0.8) 10 (3) RRH 700 118.00 0.00 0.0 0.0 0.00 ATT Proposed (Ka =0.8) 11 (3) RRH AWS 118.00 0.00 0.0 0.0 0.00 ATT Proposed (Ka =0.8) 12 (1) Raycap DC6- 48 -60 -18 118.00 0.00 0.0 0.0 0.00 ATT Proposed (Ka =0.8) POINT LOADS WIND AREAS AND WEIGHTS No. Description Frontal Lateral Frontal Lateral Weight Weight Gh Bare Area Bare Area Iced Area Iced Area Bare Iced (ft"2) (ft "2) (ft "2) (ftA2) (Kips) (Kips) 1 (3) Kathrein 742 -264 12.46 12.46 13.44 13.44 0.11 0.20 1.10 2 (2) RR45- 14 -XXAL2 11.20 11.20 11.86 11.86 0.06 0.13 1.10 3 (2) RR33 -18 -DPL4 5.98 5.98 6.44 6.44 0.03 0.07 1.10 4 (1) Powerwave 7920 6.75 6.75 7.19 7.19 0.07 0.12 1.10 5 (1) Powerwave 7721 2.47 2.47 2.73 2.73 0.02 0.04 1.10 6 (6) KRY 112 71 3.27 3.27 3.85 3.85 0.08 0.11 1.10 7 (12) LGP21401 9.15 9.15 10.49 10.49 0.21 0.28 1.10 8 (1) Low Profile Platform 20.00 20.00 25.00 25.00 1.20 1.50 1.10 9 (3) Kathrein 800 10765 20.79 20.79 22.16 22.16 0.16 0.30 1.10 10 (3) RRH 700 3.08 3.08 3.44 3.44 0.09 0.15 1.10 11 (3) RRH AWS 3.08 3.08 3.44 3.44 0.09 0.15 1.10 12 (1) Raycap DC6- 48 -60 -18 2.03 2.03 2.22 2.22 0.03 0.05 1.10 Page F 1 TSTower - v 5.1.0 Tower Analysis Program LLC (c) 1997 -2010 TowerSoft www.TSTower.com Licensed to: Structural Components, 1617 Pearl Street, Unit A File: \ \Serverl \ots2 \Adapt Engineering \South Center - WA11- 17306 -STR \110659 - RFQ QTE PO SA INV \An Contract: 110659 Project: Structural Analysis Date and Time: 8/19/2011 1:07:33 PM Section R: POLE OUTPUT LOAD DATA Load Combination Wind Only Wind Direction Maximum Elev. Axial Ld. Shear Ld. Torque Bend Mom. (ft) (kips) (kips) (kipsft) (kipsft) 115.00 2.26 4.53 0.00 12.20 107.99 2.26 4.53 0.00 43.67 107.99 2.63 4.94 0.01 43.73 100.98 2.63 4.94 0.00 78.22 100.98 3.03 5.37 0.01 78.28 93.97 3.03 5.37 0.01 115.79 93.97 3.46 5.82 0.01 115.84 86.97 3.46 5.82 0.01 156.30 86.97 3.94 6.29 0.02 156.35 79.96 3.94 6.29 0.01 200.27 79.96 4.30 6.64 0.02 200.30 76.74 4.30 6.64 0.02 221.53 76.74 4.82 7.00 0.02 221.56 69.75 4.82 7.00 0.02 270.23 69.75 5.54 7.50 0.02 270.27 62.75 5.54 7.50 0.02 322.41 62.75 6.19 8.00 0.02 322.45 55.76 6.19 8.00 0.02 378.07 55.76 6.87 8.50 0.02 378.10 48.77 6.87 8.50 0.02 437.26 48.77 7.59 9.01 0.02 437.28 41.78 7.59 9.01 0.02 500.29 41.78 8.18 9.40 0.02 500.30 37.78 8.18 9.40 0.02 537.51 37.78 9.05 9.78 0.02 537.53 31.48 9.05 9.78 0.02 598.98 31.48 10.14 10.24 0.02 598.99 25.19 10.14 10.24 0.02 663.33 25.19 11.03 10.67 0.02 663.34 18.89 11.03 10.67 0.02 730.44 18.89 11.95 11.09 0.02 730.45 12.59 11.95 11.09 0.02 800.22 12.59 12.91 11.50 0.02 800.23 6.30 12.91 11.50 0.02 872.62 6.30 13.91 11.92 0.02 872.63 0.00 13.91 11.92 0.02 947.66 Base 14.38 12.16 0.02 947.66 Load Combination Wind and Ice Wind Direction Maximum Elev. Axial Ld. Shear Ld. Torque Bend Mom. (ft) (kips) (kips) (kipsft) (kipsft) 115.00 107.99 107.99 100.98 100.98 93.97 93.97 86.97 86.97 79.96 79.96 76.74 76.74 3.75 3.75 4.22 4.22 4.73 4.73 5.26 5.26 5.83 5.83 6.26 6.26 6.85 0.41 0.41 0.45 0.45 0.50 0.50 0.54 0.54 0.59 0.59 0.62 0.62 0.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.09 3.94 4.00 7.16 7.21 10.67 10.72 14.46 14.51 18.60 18.63 20.61 20.64 Page R 1 Revision: 1 Site: South Center WA11- 17306 -STR Engineer: Alex Michaelis TSTower - v 5.1.0 Tower Analysis Program LLC (c) 1997 -2010 TowerSoft www.TSTower.com Licensed to: Structural Components, 1617 Pearl Street, Unit A File: \ \Serverl \ots2 \Adapt Engineering \South Center - WA11- 17306 -STR \110659 - RFQ QTE PO SA INV \An Contract: 110659 Project: Structural Analysis Date and Time: 8/19/2011 1:07:33 PM 69.75 6.85 0.66 0.00 25.18 69.75 7.66 0.70 0.00 25.22 62.75 7.66 0.70 0.00 30.10 62.75 8.39 0.75 0.00 30.14 55.76 8.39 0.75 0.00 35.35 55.76 9.15 0.80 0.00 35.38 48.77 9.15 0.80 0.00 40.94 48.77 9.95 0.85 0.00 40.96 41.78 9.95 0.85 0.00 46.88 41.78 10.60 0.88 0.00 46.90 37.78 10.60 0.88 0.00 50.40 37.78 11.53 0.92 0.00 50.41 31.48 11.53 0.92 0.00 56.19 31.48 12.69 0.96 0.00 56.20 25.19 12.69 0.96 0.00 62.25 25.19 13.65 1.00 0.00 62.27 18.89 13.65 1.00 0.00 68.58 18.89 14.64 1.04 0.00 68.59 12.59 14.64 1.04 0.00 75.15 12.59 15.66 1.08 0.00 75.15 6.30 15.66 1.08 0.00 81.96 6.30 16.71 1.12 0.00 81.96 0.00 16.71 1.12 0.00 89.01 Base 17.24 1.14 0.00 89.01 Load Combination Earthquake Wind Direction Maximum Elev. Axial Ld. Shear Ld. Torque Bend Mom. (ft) (kips) (kips) ( kipsft) (kipsft) 115.00 107.99 107.99 100.98 100.98 93.97 93.97 86.97 86.97 79.96 79.96 76.74 76.74 69.75 69.75 62.75 62.75 55.76 55.76 48.77 48.77 41.78 41.78 37.78 37.78 31.48 31.48 25.19 25.19 18.89 18.89 2.70 2.70 3.02 3.02 3.43 3.43 3.88 3.88 4.36 4.36 4.73 4.73 5.25 5.25 5.97 5.97 6.59 6.59 7.24 7.24 7.93 7.93 8.48 8.48 9.32 9.32 10.37 10.37 11.21 11.21 12.09 1.48 1.48 2.94 2.94 3.11 3.11 3.17 3.17 3.15 3.15 3.11 3.11 3.02 3.02 2.92 2.92 2.88 2.88 2.90 2.90 2.98 2.98 3.05 3.05 3.19 3.19 3.36 3.36 3.48 3.48 3.60 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.01 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.03 10.27 10.33 30.89 30.95 52.68 52.74 74.79 74.85 96.87 96.92 106.85 106.89 127.89 127.95 148.25 148.31 168.32 168.38 188.56 188.62 209.43 209.48 221.55 221.59 241.61 241.66 262.75 262.80 284.66 284.72 Page K 2 Revision: 1 Site: South Center WA11- 17306 -STR Engineer: Alex Michaelis TSTower - v 5.1.0 Tower Analysis Program Licensed to: Structural Components, LLC (c) 1997 -2010 TowerSoft www.TSTower.com 1617 Pearl Street, Unit A File: \ \Serverl \ots2 \Adapt Engineering \South Center - WA11- 17306 -STR \110659 - RFQ QTE PO SA INV \An Contract: 110659 Project: Structural Analysis Date and Time: 8/19/2011 1:07:33 PM 12.59 12.09 3.60 0.01 307.33 12.59 13.00 3.70 0.01 307.38 6.30 13.00 3.70 0.01 330.69 6.30 13.94 3.77 0.01 330.74 0.00 13.94 3.77 0.01 354.51 Base 14.41 3.81 0.01 354.53 Page R 3 Revision: 1 Site: South Center WA11- 17306 -STR Engineer: Alex Michaelis TSTower - v 5.1.0 Tower Analysis Program LLC (c) 1997 -2010 TowerSoft www.TSTower.com Licensed to: Structural Components, 1617 Pearl Street, Unit A File: \ \Serverl \ots2 \Adapt Engineering \South Center - WA11- 17306 -STR \110659 - RFQ QTE PO SA INV \An Contract: 110659 Project: Structural Analysis Date and Time: 8/19/2011 1:07:33 PM Section L: STRENGTH ASSESSMENT DATA Load Combination Max Envelope Wind Direction Maximum Revision: 1 Site: South Center WA11- 17306 -STR Engineer: Alex Michaelis Elev. Axial Ld. Axial Cap Moment Mom. Cap Assess. (ft) (kips) (kips) (kipsft) (kipsft) 115.00 3.75 745.77 12.20 217.73 0.074 107.99 3.75 813.52 43.67 259.40 0.185 107.99 4.22 813.52 43.73 259.40 0.187 100.98 4.22 881.28 78.22 304.72 0.274 100.98 4.73 881.28 78.28 304.72 0.276 93.97 4.73 949.03 115.79 353.69 0.345 93.97 5.26 949.03 115.84 353.69 0.347 86.97 5.26 998.35 156.30 398.94 0.410 86.97 5.83 998.35 156.35 398.94 0.411 79.96 5.83 1041.76 200.27 444.33 0.469 79.96 6.26 1041.76 200.30 444.33 0.470 76.74 6.85 1241.04 221.56 529.36 0.437 69.75 6.85 1297.28 270.23 588.18 0.477 69.75 7.66 1297.28 270.27 588.18 0.478 62.75 7.66 1347.31 322.41 647.04 0.516 62.75 8.39 1347.31 322.45 647.04 0.517 55.76 8.39 1394.47 378.07 707.13 0.553 55.76 9.15 1394.47 378.10 707.13 0.554 48.77 9.15 1438.76 437.26 768.21 0.588 48.77 9.95 1438.76 437.28 768.21 0.589 41.78 9.95 1480.18 500.29 830.07 0.622 41.78 10.60 1480.18 500.30 830.07 0.623 37.78 11.53 2018.79 537.53 1137.24 0.489 31.48 11.53 2075.90 598.98 1219.61 0.507 31.48 12.69 2075.90 598.99 1219.61 0.508 25.19 12.69 2130.68 663.33 1303.31 0.525 25.19 13.65 2130.68 663.34 1303.31 0.526 18.89 13.65 2183.13 730.44 1388.18 0.543 18.89 14.64 2183.13 730.45 1388.18 0.544 12.59 14.64 2233.25 800.22 1474.05 0.560 12.59 15.66 2233.25 800.23 1474.05 0.561 6.30 15.66 2281.03 872.62 1560.76 0.576 6.30 16.71 2281.03 872.63 1560.76 0.577 0.00 16.71 2326.49 947.66 1648.12 0.593 Page L 1 TSTower - v 5.1.0 Tower Analysis Program LLC (c) 1997 -2010 TowerSoft www.TSTower.com Licensed to: Structural Components, 1617 Pearl Street, Unit A File: \ \Serverl \ots2 \Adapt Engineering \South Center - WA11- 17306 -STR \110659 - RFQ QTE PO SA INV \An Contract: 110659 Project: Structural Analysis Date and Time: 8/19/2011 1:07:33 PM Section M: SECTION PROPERTIES DATA Revision: 1 Site: South Center WA11- 17306 -STR Engineer: Alex Michaelis Elev. Diam. Width Thick W/t Area S (ft) (in) (in) (in) (in'2) (in'3) 115.0 14.6 3.5 0.219 15.9 10.1 35.45 108.0 15.9 3.8 0.219 17.5 11.0 42.23 108.0 15.9 3.8 0.219 17.5 11.0 42.23 101.0 17.2 4.2 0.219 19.1 12.0 49.61 101.0 17.2 4.2 0.219 19.1 12.0 49.61 94.0 18.5 4.5 0.219 20.7 12.9 57.58 94.0 18.5 4.5 0.219 20.7 12.9 57.58 87.0 19.8 4.9 0.219 22.3 13.8 66.15 87.0 19.8 4.9 0.219 22.3 13.8 66.15 80.0 21.1 5.2 0.219 23.9 14.7 75.31 80.0 21.1 5.2 0.219 23.9 14.7 75.31 76.7 21.7 5.4 0.219 24.6 15.1 79.71 76.7 21.2 5.2 0.250 20.7 16.8 86.18 69.7 22.5 5.5 0.250 22.1 17.9 97.30 69.7 22.5 5.5 0.250 22.1 17.9 97.30 62.8 23.8 5.9 0.250 23.5 18.9 109.10 62.8 23.8 5.9 0.250 23.5 18.9 109.10 55.8 25.1 6.2 0.250 24.9 20.0 121.58 55.8 25.1 6.2 0.250 24.9 20.0 121.58 48.8 26.4 6.6 0.250 26.3 21.0 134.73 48.8 26.4 6.6 0.250 26.3 21.0 134.73 41.8 27.7 6.9 0.250 27.7 22.1 148.55 41.8 27.7 6.9 0.250 27.7 22.1 148.55 37.8 28.5 7.1 0.250 28.5 22.7 156.77 37.8 28.0 6.9 0.313 22.0 27.8 187.78 31.5 29.1 7.2 0.313 23.0 29.0 204.15 31.5 29.1 7.2 0.313 23.0 29.0 204.15 25.2 30.3 7.5 0.313 24.0 30.1 221.21 25.2 30.3 7.5 0.313 24.0 30.1 221.21 18.9 31.5 7.8 0.313 25.0 31.3 238.95 18.9 31.5 7.8 0.313 25.0 31.3 238.95 12.6 32.7 8.1 0.313 26.0 32.5 257.38 12.6 32.7 8.1 0.313 26.0 32.5 257.38 6.3 33.8 8.4 0.313 27.0 33.7 276.50 6.3 33.8 8.4 0.313 27.0 33.7 276.50 0.0 35.0 8.8 0.313 28.0 34.9 296.30 Note: wit values marked with * (asterisk) indicate width to thickness exceeding maximum allowable values by standards. Page M 1 TSTower - v 5.1.0 Tower Analysis Program LLC (c) 1997 -2010 TowerSoft www.TSTower.com Licensed to: Structural Components, 1617 Pearl Street, Unit A File: \ \Serverl \ots2 \Adapt Engineering \South Center - WA11- 17306 -STR \110659 - RFQ QTE PO SA INV \An Contract: 110659 Revision: 1 Project: Structural Analysis Site: South Center WA11- 17306 -STR Date and Time: 8/19/2011 1:07:33 PM Engineer: Alex Michaelis DESIGN SPECIFICATION Design Standard: ANSI/TIA- 222 -G -2005 Add.2 Basic Wind Speed (No Ice) = 85.0 (mph) Basic Wind Speed (With Ice) = 30.0 (mph) Design Ice Thickness = 0.25 (in) Structure Class = II Exposure Category = C Topographic Category = 1 Sct. Length Overlap Top Dia.Bot Dia. Thick. (ft) (ft) (in) (in) (in) 1 41.78 4.00 27.21 35.00 0.3125 2 41.64 3.22 20.70 28.46 0.2500 3 38.80 0.00 14.50 21.73 0.2188 Download (Kips) Shear (Kips) Moment (Kipsft) Appendix 1 115.00 MAXIMUM BASE REACTIONS 17.2 12.2 947.7 TSTower - v 5.1.0 Tower Analysis Program LLC (c) 1997 -2010 TowerSoft www.TSTower.com Licensed to: Structural Components, 1617 Pearl Street, Unit A File: \ \Serverl \ots2 \Adapt Engineering \South Center - WA11- 17306 -STR \110659 - RFQ QTE PO SA INV \An Contract: 110659 Project: Structural Analysis Date and Time: 8/19/2011 1:07:33 PM Elevation (ft) 115.0 76.7 37.8 0.0 Horizontal Displacement Diagram Wind Only- Serviceability - Max. Envelope Revision: 1 Site: South Center WA11- 17306 -STR Engineer: Alex Michaelis I 1 1 1 Displacement (in) 4 8 12 16 20 24 Appendix 2 TSTower - v 5.1.0 Tower Analysis Program LLC (c) 1997 -2010 TowerSoft www.TSTower.com Licensed to: Structural Components, 1617 Pearl Street, Unit A File: \ \Serverl \ots2 \Adapt Engineering \South Center - WA11- 17306 -STR \110659 - RFQ QTE PO SA INV \An Contract: 110659 Project: Structural Analysis Date and Time: 8/19/2011 1:07:33 PM Elevation (ft) 115.0 76.7 37.8 0.0 Bending Moment Diagram Max. Envelope (All Loading Cases) Revision: 1 Site: South Center WA11- 17306 -STR Engineer: Alex Michaelis 272 544 — Moment — Capacity 816 1088 Appendix 3 1360 1632 Moment (Kipsft) TSTower - v 5.1.0 Tower Analysis Program LLC (c) 1997 -2010 TowerSoft www.TSTower.com Licensed to: Structural Components, 1617 Pearl Street, Unit A File: \ \Serverl \ots2 \Adapt Engineering \South Center - WA11- 17306 -STR \110659 - RFQ QTE PO SA INV \An Contract: 110659 Project: Structural Analysis Date and Time: 8/19/2011 1:07:33 PM Elevation (ft) 115.0 76.7 37.8 0.0 Bending Moment Diagram Earthquake - Max. Envelope Revision: 1 Site: South Center WA11- 17306 -STR Engineer: Alex Michaelis { I 1 272 544 — Moment — Capacity 816 1088 Appendix 4 1360 1632 Moment (Kipsft) Structural Analysis Report 115ft Monopole South Center (WA11- 17306 -STR), WA August 19, 2011 APPENDIX B Data Provided for Analysis Structural Components, LLC 1617 Pearl Street, Unit A Boulder, CO 80302 phone: 866 - 386 -7622 fax: 303 - 962 -3577 www.StructuralComponents.net Structural Components, LLC Mail - FW: At&T LTE project SSO5 So... https: / /mail.google.com /mail / ?ui= 2 &ik= 88043b75e8 &view = pt&search =i... Stnictural Li Components Kyle Jackson < kjackson @structuralcomponents.net> FW: At &T LTE project SSO5 Southcenter 1 message Alex Michaelis < amichaelis @structuralcomponents.net> Fri, Aug 19, 2011 at 9:11 AM To: kjackson @structuralcomponents.net From: Ryan Guerrero [ mailto: rguer rero @structuralcomponents.net] Sent: Thursday, August 18, 2011 4:29 PM To: 'Alex Michaelis' Subject: FW: At &T LTE project - - - -- SSO5 Southcenter From: Khew Lew [mailto:KhewVL @adaptengr.com] Sent: Wednesday, August 17, 2011 4:18 PM To: Ryan Guerrero Cc: Kyle Jackson Subject: RE: At &T LTE project SSO5 Southcenter Ryan: Found an old structural done by TRK in 2003. Does this clear up the confusion ?? KV From: Ryan Guerrero [ mailto: rauerrero @structuralcomoonents.net] Sent: Wednesday, August 17, 2011 2:54 PM To: Khew Lew Cc: 'Kyle Jackson' Subject: FW: At &T LTE project SSO5 Southcenter Hi KV- 1 of 8/19/2011 11:40 AM Structural Components, LLC Mail - FW: At&T LTE project SSO5 So... https: // mail. google .com /mail / ?ui= 2 &ik= 88043b75e8 &view = pt&search =i... We were trying to complete this site but ran into a discrepancy which I'm hoping you can help clear up. The drawings and even the original structural design show a drawings of a 115ft monopole. The problem is that all of the section details only add up to 100ft. I can't seem to make sense of it. Would you mind taking a look and letting me know what you think? Thanks! Ryan From: Khew Lew [mailto:KhewVL ©adaptengr.com] Sent: Thursday, August 04, 2011 3:09 PM To: Ryan Guerrero Subject: At &T LTE project - - - -- SSO5 Southcenter Ryan: This is another At &t LTE project. This is a 115' steel monopole. At &t is the only one on this pole. The original pole engineering, foundation and soil report is included and attached. Currently, for At &t the existing appurtenances on the tower are as follows: -- Existing (3) Kathrein 742 -264 - -- Existing (2) EMS RR45- 14 -XXAL2 - -- Existing (2) EMS RR33- 18 -DPL4 - -- Existing (1) Powerwave 7920 - -- Existing (1) Powerwave 7721 - -- Existing (18) 7/8" coax, (6) 7/8" (dead) coax, (6) Ericsson TMA KRY 112 71/2 and (12) TMA LGP21401 - -- all mounted on a platform at 118' RAD At &t is proposing to add (3) new LTE antennas. The At &t proposed RFDS for this project is attached - - -- please use the planned RF configuration. Please include a copy of the RFDS with your report. - - -- Propose (3) new LTE antennas are (3) Kathrein 800 10765 ( @118' RAD) - -- with (3) RRH700, (3) RRH AWS, (1) Squid, (2) 7/8' power dc cable and (1) 3/8" fiber cable. Adapt's job # is WA11- 17306 -STR. 2 of 3 8/19/2011 11:40 AM Structural Components, LLC Mail - FW: At&T LTE project SSO5 So... https: // mail. google .com /mail / ?ui= 2 &ik= 88043b75e8 &view = pt&search =i... Please proceed immediately. Please get this done as quickly as possible. Thanks. KV TRK Structurals_9- 23 -03.pdf 1280K 3 of 8/19/2011 11:40 AM RF Data Sheet EEPIET Date Issued Latitude (decimal) / (degrees) Longitude (decimal) / (degrees) Street Address ® '' EIZECti EGNin Coloration Partners aaaet® Highest Point w/o ant Number of Antenna Antenna Pon Number Antenna Vendor Antenna Model Antenna (Band / P01) Antenna HBW Azimuth 7a +7b EMS 8845- 14 -XXAL2 SBDP 45 80 +86 EMS RR33- 18-0PL4 SBDP 33 90+9d 115 115 Electrical 118 Mechanical Tilt RET Antenna Dimension (inches) (H,W,D) Antenna Weight (Ibs) Red Center (ft) 0 Yes 4801506.5 65 118 4 -4 Yes 3201204 15 118 90+96 1 9a +9b Kalhre0 742 -264 DBDP 68 115 2 2 0 Yee 51.8x10.3+5.5 364 118 Yes 518+10.36.5 36.4 Yes 51 8x10.3+6.5 38.4 118 118 GNE1 COAX count and type ANTENNA count TMA count ANTENNA MOUNT type STRUCTURE type All changes marked In yellow 130+13b 140 +14b 150 +15d Kalhren EMS EMS 80010765 71664Hz RR45- 14 -XXAL2 RR33- 18 -DPL4 DBDP 5687 5807 68 45 33 120 235 235 4 -5 Yes Yes Yes Yes 78.3x11 86 480156.5 32+12x4 51.8x10.36.5 51 8 65 15 36.4 118 118 118 118 Number of Feeders 2 2 2 2 0 2 2 Feeder Type Comm 7/8 850 LDF5 7/8 1900 Comm 7/8 850 LDFS FLer Comm 7/8 850 LDF5 7/8 1900 Feeder Length 135 132 135 100 135 132 Jumper Type FSJ4 -506 1/2 FSJ4-50B 1/2 FSJ4 -506 1/2 FSJ4-506 1/2 FS14 -508 1/2 FSJ4-50B 1/2 FSJ4 -50B 1/2 FSJ4 -50B 1/2 Number of TMA TMA Type TMA DIM (Weight(Ib),Iength,height) Diplexed Antenna (Sharing / Type) MCPA BCF Name Sector Name BSC/RNC Ce111D LAC TRX Count ERP(dBm / Watts ) 0 None No No No STTLWASSO5 2 STTLWASSO5X TACMBSCO5 22871 52024 3 55.2 )48rn] / 331 [Von 2 Ericsson KRY 112 71/2 0 None 2 2 LGP 21401 LGP 21401 No No No STTLWASSO5 STTLWA5505A TACMBSCO5 2871 52024 2 58.85(4Bm]/ 7671W] Yes -U8 U9 U9 1 No No No No Yea No WASDU2258 WASDU2258X TACNWAONCRAR03 22581 42985 1 56.05 [013m1/ 402 [w] WASDU2258 WASDU2258A WASDU2258D TACNWADNCRAR03 TACNWADNCRAR03 22587 42985 57.88[dBm] /613[W] 1 57.88 [anti /613 Mil_ _ 0 2 None Ericsson KRY 112 71/2 None No No No No No No No No No No STTLWASSO5 2 STTLWASSO5 WASDU2258 WAL02258 7A 1 5TTLwASS05Y STTLWASS058 WASDU2258Y TACMBSCO5 TACMBSCO5 TACNWADNCRAR03 22872 2872 22582 52024 52024 42985 56.75(00 ]/473[W] 55.2 (d8m(/ 331 LW] (5505 )-Southcenter LTE Desgn -GNET REVIEW 8 -2 -11 Page 1 of 2 55.35]OBm]/ 342[W] 56.05(d.m]/402 (W] r REVIEWED 1/11/11 12- CR1070 / 12- LDF5 3 -KA I HKEIN 742264 / 3- KA I HKEIN 8001 U!Ob_716MHZ / 2- EMS RR45 / 2 -EMS RR33 -18 / 1 -POW ERWAVE 7920 / 1 - 6- ERICSSON / 6 POWERWAVE CROWS NEST MONOPOLE/ BIRD'S NEST r on RFDS 1 154+156 1 15a+15b Ka9rein 742 -264 DBDP 68 235 0 2 Yes 51.8x10.3,6.5 36.4 118 2 Comm 7/8 850 135 FSJ4 -508 1/2 2 Yes 51 8x10 3x5 5 364 118 1600164 is +1b Ka8reb PowerWare 80010765 716MHz 7920 DBDP DBDP 68 70 240 355 8 10 3 0 Yes Yes 78.3011.86 51.2x1683.5 51 8 44.1 118 118 28 +26 PoweM/are 34034 32 +36 7721 SBDP 65 742 -264 DBDP 68 355 4 355 6 0 Yes 556 6X1.5 143 118 Y. 51.8+10.36.5 364 118 Yes 51.8x1636.5 36.4 118 Yes 51.8x1036.5 36.4 118 4042 Kamrein 80010765 716MHz DBDP 68 5 Yes 78.3x11.86 518 118 2 2 2 2 2 LDF5 ;......... Fber Comm 7/8 850 LDF5 7/8 1900 Comm 7/8 850 LDFS Fiber 100 0 135 132 135 LGP 21401 F534 -508 1/2 2 LGP 21401 F524 -506 1/2 FSJ4 -50B 1/2 FSJ4-506 1/2 FSJ4 -509 1/2 FSJ4 -50B 1/2 Yes -U8 U9 U9 1 No No Yes No WASDU2258 WASOU22588 WASDU2258E TACNWADNCRAR03 TACNWADNCRAR03 22588 42985 57.88149m1/ 6131W] 1 57.88 [4881 / 61310+1 No No 0 None No No 2 Ericsson KRV 112 71/2 No No 0 None 2 LGP 21401 2 LGP 21401 Yes -U8 U9 U9 1 No WAL02258 76 1 No STTLWASSO5 2 STTLWASS05Z TAC893SCO5 No STTLWASSO5 STTLwA5505C TACMBSC05 No WASDU2258 WASDU225BZ TACNWAONCRAR03 No No Yes No WASDU2258 WASDU2258C WASDU2258F 22873 2873 22583 52024 52024 42985 TACNWADNCRAR03 22589 42985 TACNWADNCRAR03 1 56.75148 ] /4731W] 3 53.1 [4Bm] / 204 @Y] 3 55551031n] / 35810+] 1 1 1 56 05 [4Bml402 [W] 57.8810680 / 613 0N] 57.88 (4Bm] / 613 /711 No No WAL02258 7C 1 56.9514131/11 / 495 10+1 (SS05 )-SoWxeMer -LTE Demon -GNET REVIEW 8-2 -11 Page 2 of 2 PROJECT INFORMATION PROJECT OFCCRIPT7O7 ( 1 TO IMO. AT&T MO REPLACING NTH (J) PROPOSED 170 70MEL 4ODIMS (1) PEA SECNR. (•0 (SP OP.. 010101 (2) PER 4112 POT 0410. (40ENIL MOW. AT EF6700 4(71040 ICW7 PRATED040. (7) PO{OS. ROUE MOUNTED AT 1*5740 ANTENNA 101 7E2t W 057000 M4R E 07444 MAT EDIT WELTER. ANTENNA �� LIE EOUO`MIXf 10 E CPS AOR1Irtta: RTC5100 Tr C BWDB.G 3 10221 NE 720 10Y REDMOND. WA Sean CODE INFORMATION; 00140 C10004107104: TUG CONSTRUCTOR TYPE 0 3W1300 COOL 2000 RID OGOAPAI.: 5-2 ,U16DIGIDA CITY Of MN. CURRENT TEL 1611(10131 TF11FOOYYM0.W.00MS HOARY NOME, 1541 I0W01.1D 1RFIYRWWCIT1016 FAIST' OUE (HMLS(7) ON NAD A)- •7171041 47. 2T 43' N ILNGOWL -122' 14 34- W TOP OF STRUCIUR 411 115• -0' BAY a ST.CTUE AM. se• -0- PARLID NUMBER; 1000560- 0020-05 GENERAL INFORNUTION: 20400r R 4 euesee S ATE 10000GED. . 7RAN0G S UMARFL0C. PROPERTY OWNER: WON FRAU PT SHIP LP 110 ROExWA 522 NL ]FAY LEAD: COMA. 7N KRIS MAN& Y 00033 PA (205) 321-11 L IID15 0▪ :E_A 006mDR: WPC 111.“00 SERVICES. ACC 556 FIRST AVENUE 5- SURE 550 SEATTLE WA Seta P111 (() 214 -5367 PA•C TELECOM SERVICES, LED 006 FIRST HONE 5.. SUM 650 CONTACT SIMM' ASPM PM (206) 342 -6300 .ONcrw IS__�,,. .COO GEE: PAWL TELECOM SERVICES. UL 500 FIRST AVENUE, S., SLATE 650 5EA1Q0 WA 06104 CONTACT PAT HEAL] PH (425) 471 -3543 f(F 0440)0074 - ATAT OBSITY CC T • 22) (00� RA640/0 cCR PROJECT TEAM PROJECT ARCH)TFCT RICHARD 0. MLA. AA PACIFIC TELECOM SERVED. LAC 565 FIST AVENUE, 0, SOLE 500 SEATTLE. WA 013104 CONTACT: 006001 LEIGHTON PM (Z00) 464 -4462 UAL RILG70ROPI90ACOM PROJER EYM6LiLTANT PROJECT CONSULTANT PACRE 7444100 SERVICES, LEO 506 FIRST MIME S.. 411E 650 SEATA4 W 00104 COHIACT: RAPE MP. RE (200 000-0451 GOODMAN 511500:5 0515 1241. AVE NE . 1410 PM 20( 227-77 C at &t Your world. Delivered. SOUTHCENTER SSO5 15700 NELSON PL TUKWILA, WA 98188 VICINITY' MAP 4 3PSH. BNC 57F4440 UMW.. i T0a CS TE 2)0135 DRIVING DIRECTIONS START FROM RC.. OFFICE. WA 0041 NE 7240 WO TOWARD 04TH AVE ME 0.1 • 7101 ROC 500 15011 41 154E NE MO 1101 114160340102 TUNE Llfl ONTO FEAR CREEK ROW 0.4 Y TURN 1511 0170 LEARY WAY NE 0.1 • ROW 4447 004165 TO ME 1FARY WAY 0.2 M 445 RAW RIM FOR SR -520 WEST 1O100EEAT11E 10 M 141E RALW 000 FOR 1-465 SOUTH 100100004011 40 140 M A )4 1. 741E ROMP ROM MOOD W. M UT WC / MUM . 0.3 r TURN 600 0410 INTERURBAN / AVE 5 0.1 BEAR RICA CARO SR -101 / W VALLEY MN 0.2 M TURN LEFT 010 S 1351 ST 0.1 Y TURN CETI ONTO NELSON R 0.1 ARE. AT 15700 NELSON PL 1WW0A, WA 50765 -5502 OM 1116 LEST APPROVAL DATE WHOM APPROVAL DATE SERA51RE RF ENGINEER. LWG000: RT M0NTEN SITE 440(07 11 OPPS MANAGER: ZONING AGENT. 0000 1610AC01. PROEM 60NWw NU •WOW CONS1 144140104 EOID OP 6R D- REVEWElS 57411 CLF4 .1 PLACE 007044 AD 1001 7O EACN REGIME 401E 05 OA6005 ARE 040 REAM. DRAWING INDEX SHEET DESCRIPTION T -1 0-1 0- 2 A-2 A-3 A -5 RF -1 RF -2 E -1 E -0 DOE SHEET 00180 NOTES CENTRAL Mp16 A SYYBGIS SRE PUN D ST. • PROPOSED ENLARGED S. PLANS 1,30700 • PROPOSED COLARIIENT 07OU15 E MT. • PROPOSED 50UM ELEVATNWS EQUIPMENT RT305 ANTENNA CONNGURADONS 0 • EDU60E341 DEWS SCHEMA. GROUNDMG PLAN GROUNDING DELIS PROPRIETARY INFORMATION THE 0FORMA100 CONTAINED N PCS SET OF CONSTRUCT .1 0001ME1473 S PROPRIETARY 57 NATURE IXT WE OR DISCLOSURE 0114ER THAN 1607 WHICH RELATES 70 CARRIER MIMES 6 STREW PR0RSRED. FINAL CONSTRUCTION DRAWIN 02-28-11 • at &t Y001 world. Delivered. PACIFIC TELECOM SERVICES, LAC 8828 LEGAL DESCRIPTION READER 101RY D-C 144 TM I OF CRY OF TUORIA SNORT PLAT NO 01 -10-22 715055 0 MO 02 11101 57 5 SAID SORT RAT 04 -POE OF WIWI MFADER 0 C O b W 5ECTON EI -23-04 130 -BEG SW CORNER Of SECI131 24TH 5 57-45 -34 E 2 11045 IR 5 ROAD c/A. OF STATE ROAD -M WEST 7-70- ROAD TH M 07-42-44 W 54730 FT IN N 57-00-0D E AID C/L Of 5 1561 ST 510.25 R TO 0.1 77 41 OF PI SOUND OWER • LEN CO R/W TH N 01 -21 -41 41 W 1500 R TO POB 1 07 -15 -22 E A0 NAY NW OF 5 1561 ST 127.01 FT TO WAY RCN OF 4-04 1 01WADMEE A 57 PAW RR R/0 1 00 03 -34 -40 E 273.50 70 5 57 -15-22 W 152.17 R TO PUGET S01� P OWER • LIGHT NG RAY TH SLY AIO ELY 404 Of SAID RM 272 R MORE OR LE55 TO OW. ABBREVIATIONS A/C AR 001011 000 AGA ABOVE MUM LEVEL APPRDI APM00207 .r B LDG RUC CILL Nca1C COST CON] COL 0* 0DW0G LEANLY MEC DO O 17 TM FLUOR RR Fi CALM MUM CEILING CLEAR CONCRETE CONSTRUCTION COH000L5 DOUBLE of DRAW. EACH O E01101 ELECTRICAL E MMA ECUIPMEIR ECTERIOO FMd1 ROLW6G3R FLOOR FOOT URGE GALVANIZED GENERAL CONTRACTOR GRIM CR000 GYP 00 GYPSUM WU. BOW. OU HORIZONTAL I0 151501 1NW HEATING VEIMAATION 4R C010017 10rmG MRODE COMET. POI O 60 43000104 MAIL NSUUTCN BR IMAM SC INTERNAMMAL 131.00 COOL ABS PDL203 ANT M0A MECH MECNAOCAL IRA METAL MFR MANUFACTURE MFR MTN.. MIN MINIMUM RESC MISCELLANEOUS O ROUOR OPENING MIC MM775 NOT 0PR,GBIE NOT 1 CONTRACT OT 7 N0 SURE 04 ON CENTER OO OUTSIDE OAIEIER PCTWD POP PT RC RM 4rt SPEC SF SS snSTRUCT STD PLYWOOD PROJECT PROPERTY PRESSURE TREATED REQUIRED ROOM SUET SWEAR S PEGFICA50N 5004E FOOT S TAMM 0130 STEM STRUCTURAL STUDS ID41 Q1N 1HROGH 110 TINNED TVP TYPICAL WA ULFSS ROTC 01NLRITSE PERT VERTICAL YM VERST N FEED WAEn PROOF M 0600601104 OMAR®M 00 SET OF *046104 LION 000016/113 6 PROPRIETARY BY MATURE 0247 WE OR (040E OTIG DARN TINT WHEN RELATES TO CANER SERVICES 3 SMOLT PROHIOOC. REGISTERED ARCHITECT RI •Aft' •• B. HAL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE 08R0/11 H 0 8� nF REVISIONS DOT DISCIIVTON Row PFw5 70004 PO MOT FOR CONSTRUCTOR UNLESS IAB44ED AR CONSTRUCTION SET SHEET TITLE 161E 510E7 SHEET NUMBER T -1 GENERAL NOTES* 1. THE CONTRACTOR MALL HOMY TOWER SUNNIS GYMS 0f AM EMOTE. 0Y®YR 00 MCOM561ENO5 AS TROY WY E DISCOVERED 6 nub, DOCUMENT ROTC. OR Sn¢ERATm6 PR. TO STYOTC CONSTRUCTION *MODEL BUT NOT UNTO M. 000600. TIE CONTACTOR SHALL BE RESPONSIBLE FOR ODRRECTO AM ERROR. 06900. OR NCONTST00Y MIT THE START OF C015)01DON NEON WS NOT BEEN BROUGHT TO ME ATTENTION M TOWER NETWORK CARRIER CONSTRUCTOR PROJECT MANAGER AND SHALL NCOR ANT EXPENSES TO RECTIFY 11E SITW1.. ME 040 6 OF comma Am ERROR SHAM. FIRM B MMNMCR. BY TOWER NETWORK CARRIER C016TLIION 2. PRIOR TO THE Su6Ma0ON OF ®5. CONTRACTORS 01 0VEO 4MLL VIM THE JOB 4TE TO FMWAf0 TE050VC5 MIN ALL CONDEMNS AEp.TN0 ME PROPOSED PROJECT. CONTRACT ON PRDR TO TE CO ENC01wr OF M0616CMN, ME CONTRACTOR KONG BEEN AWAROM 1116 PROJECT SHALL VISIT TM CONSTRUCTION STE WTI THE MN57RUCMN /MNYACT =TENTS TO MOM 1000 COMMONS u0 coonee THAT THE PROJECT MI I BE ACCO0RUSNED AS SHORN. PRIOR 10 TO PROCEEDED 6TH CONSTRUCTION. 007 AO ERRORS. 0N640N6, OR CMCREPANGES 471 BE BROUGHT TO THE ATTEST OF ME AROHRECT /ENGNEER VERBALLY AND N NOTING. D. FOR COLLOCATION SITES: CONTACT 10WER OWNER REPP6ENTA0E FOR FIO0PATON N BO MN. A. DRAMNGS ARE 701 TO BE SGAEA WRITTEN 0•0606 TIE PRECEDENCE 116 SET OF DOCUMENT 5 DEMO TO BE USED M. 0AGRAIW 0 HAWSES ONLY. UOM9 NOTED 0)1050E TE Gomel CONTACr0K5 SCOPE OF ROOK 5111 INCLUDE *00061000 ALL MAMMA DOMMI E. LABOL AND ANY 1010* 006 MOPED RECESS/RE TO COMPLETE PROJECT AS (*SCRIBED N 11E ORAMNG6 WO OTHER'S PROJECT MAMLN- L DE ENCREms HAVE MADE EVERT EFFETE TO SET BORER N 1171 CONSTRUCTON AO CONTACT 000NE46 TIE CONPLITE SCOPE OF WORK. 0NTAL1016 MOM TIE JOB ARE MMRRQRS CAUTIONED TINT NAM 0866076 OR ERRORS N TIE °RAMOS APO CM SPECIFICATIONS 5TA1 WT EXCUSE MD CONTRACTOR FROM CONDOM THE PROJECT APO IMPROVEMENTS N ACCORDANCE WTI 71E 0T7EM OF TIESE OOCU0115. ME MC0TECT /OOAER OF AN CONFLICTS OF WOI6. OR 0ICSOM6 WRONG) 10 SENESCE OF 000521)05 PROPOSAL N 11E EVENT OF 06CRIONOM 11E CONTRACTOR SHALL PRICE TIE TOR COSTLY W EXTENSIVE WORE 1001* DEEMED OMEI6'51 n DRAWINGS AE 401 TO M SCALD UIOER AM COPONS ANL TOWER RIOT TERM 5 NOT SESOO MULE FOR ANT OEMS ROOM= FROM TER PRAM 7RmEN 0NEN500 TARE PRECTDENM OVER SCALE SHOWN ON PLA6. F. OWRR. 0*10110R. APO TOWER ROORN CARER 0)6151GTON PROEM MANAGER SHALL MEET 101710 TO VEEN ALL DRAMRS 720 5PmR5G10NS PROS 113 THE START OF COMT5LCMN. L THE GENERAL Mxn 110* 4MU RE0EME AMEN wn.BATON TO P ROCEED ERN CONMTU 101 PRIOR TO STAATO 776 ON AMY REM NOT 0)17*LY 00017 BY THE CONSTRUCTION *RAWNGS/cwTWO OOOME)A 5. ME 104)5ACIOR 45111 AOMORI WORK DAM ORDRS PREFERRED PONS TO NOD 06TOBMG MEM *14rESS 10. DIE MNIWG177 SILL PROEM TERSER NOWT cosecs PROPER 664ANM CERTIFICATES N EM TONER IEIRON MJMER AS AOMKINL 66UE0. AND 1070 NETWORK CARER ROM M 000061(5) M0 PE • PO NSL6NKE 11. 11C CORT0AITOR 41111 SUPERVISE APO MELT THE PROEM DE MME, N THE CONTRACT OOMRm)S. TEE CONTRACTOR SENA M SMELT RESP0760)1 FOR AL 106TR1CT1M1 MEWL 0011)006. 1001910IL5. 5EOUEK6. AND PROCEDURES FOR COORDINATING ALL PORTIONS OF TIE WORK ENDER 1R CONTRACT. 12. THE CON)TCTR SHALL NATAL Al 0UP70IT ND INTERNS 00)0*C TO WEIFACn0ERS/v00ws SPEMECAT016 UNLESS NOTED OTEp60 OR ITEM LOCAL CODES OR OOIMHC6 TAE PRECEDENCE 13. All WORN RAMMED ON THE PROJECT APO LNIERIALS PEALED 5)NL M N STET ACCOR0N E 111I0 ALL APPLICABLE 0006. REGUAON6, APO 00001000. COHOOCTOR 5101 NYE All NOTICES APO COMPLY NIT ALL POs. ORDINANCES. RUES. REGULATORS AND LAWFUL ORDERS OF ANY PURIM WTHONTY. INNIM ML AND UTILITY COMPANY 4ECNCATOFS. APO LMX NO STATE JUOSDCIOAL CONS MARK ON ME RRITRNMCE OF E WORK. 71 GENERAL COMPACTOR SHALL PROVME. AT THE PROJECT BITE. A FULL S0 Of CONSTRUCTOR DOCUMENTS 5 UPDATED MN ME LATEST ROASTS APO ROOM OR . 1)10 5 EN6 FOR ISE NY AU. PERSON.. RAOPED RAT DE PROJECT. 116 SET 5 A E O CONTACT DOGAEM ONLY i ME TALE VIM 5 STAMPED 'FOR °OESTR APO EACH SUCCESS SHEET BEARS THE MCl/ITEMS MCl/ITEMS 5 EMS G00 NM WE STAMP. IL A COPY M COVERING AGENCY APPOOD PLANS SHALL M 1001 N A PLACE 5PEIAm M DE COMING AGOGY, AND BY UAW. SHALL BE AMIABLE FOR INSPECTION AT ALL IIN6. ME PLANS AE 711 TO M USED B Y THE RONMCK. ALL CO6TUCIOK SETS SHALL REAS0 TIE WEE N FORWTOT AS GOJOB0G AGENCY APPROVED RAM THE CONTRACTOR SINA ALSO 0110 ALL 0a�OHA A°RMOOOROF CIMM1 of 1* 04 010 PROMOS AT COMPLETE ML TEES UMW THE ORECM FAR M ME swMm00EM. ME CONTRACTOR MALL SUPPLY TOWER ROORK CAREER CONSTRUCTION PROJECT 4ANCER. WMT A COPY OF AL RE5OM. ADDENDA. *00 0R CHAGE ORDERS AT 11C CON51610)1 OF ME WORK AS A PANT Of THE AS -0M1T DRAMG ROT O S. 1L THE 51DLTMAL MMPORENTS OF ADJACOT CONSTRUCTOR OFF FAC0T0S ARE IM TO IN ALTERED BY 016 CONSTRUCTION PROJECT UNLESS NOTE 0TO 0 17. 1R CONTACTOR SINA STOP ME 5)7) 0AA1 ELECTRICAL MONCGII WO RUA®IG RANG NO FOSS 000K 7)00 MEALS, NOTES. D AMSONS. MO AL 010605 FRGS TO ME STAR OF AM KIN. LL THE CONTRACTOR MAIL BE RESPONSIBLE FOR DE COHnEE SECANTS M ME PROJECT AID SM WIRE ME WORK 6 N PROFESS MN_ THE AB 6 COMPLETE. M. THE CONTACTOR WS ME REMOTIO ° OF LOTTING AL OWNS S TIES METIER OR NOT SHOWN ON THE PUNS. AND TO PROTECT TEAR FROM DAMAGE. TM CONTACTOR OR 906*7RAt1m AS MEM. N THE AGREEMENT MFTEEN SUBCONTRACTOR AND CONTRACTOR. 4411 BEAR ME EMPERS6 OF SPAR M0 /00 REPLACEMENT M UAT0 M OTTER PROPERTY 07127E BY ORR.L106 N COLONC7ON WITH ME EMMETT OF 0E WORK. EL THE REFERENCES ON TIC WWOC ARE FOR CONEm4M ONLY APO SHALL P101 LOT ITC APRK 100 OF IM ORO NO OR 01) . 21. ALL DNO6.6 ON TM RAM AM TO FACE OF ST10 (F.0.5.) UNLESS NOM OTEw6E (URA.). 22. ALL EAMON 076170000 M0P00T, ARD MACS NOTED TO BE MIMEO SHALL BECOME ME PROPERTY M ME CONTRACTOR 010 WILL BE REMOVED PROM TM NTE NON TIE FOLLOWING EXCEPDDNS: A. PROPERTY NOTED TO M RETURNED TO TE 0770E B PROPENE NOTED ID BE RERO10 BY THE OMEN. 0. 11C GOYEINNG X1706. GOOF *1110050. AND SLALOM 250011ORS SHALL P70IOE ME LINNET STANDARDS FOR CONSTRUCTION 1ETNNOUES, W1EALLw. AO TETT USED TMOX:IOU1 TIE PROJECT. TRADE STANDARDS AM/OR RAMMED Nw1PACTABERS 5Pm2101RN6 M01NG OR FOMORC OMT 771 060)5 SINN BE USED FOR NMNLATDNL 24. WHEN 0(0100 STORAGE OF MAMA. OCCUR MET 4711 BE EVENLY 06r0BUED OVER ROM. FROMM FLOORS OR ROOFS SO AS 717 TO STORING MEM ERE AND/OR M UE ADCS FOR 40 STRUCTURE MAWS( WICRE THE STRUCTURE NT ATTT4RD I1E CET. 617D41H FOP OTEM CONDEMNS PRSIXr. Y 2L PRIOR TO DE POLT G OF AM NEW SLAB OVER AN EXISTING SLAB THE COR107110R SHALL VENT LGG106 OF All OPEOGS. MMES. AND MUPMOI WHOM ARE TO R 5P11Nw1ED PRO THE NEW WORK. AL REM DESLON0IED TO BE ABMN07E0 SHALL BE NOTED WD DISCUSSED WTI THE OWNER WO TOWER NEAORK CARRIER 10221 oN PROJECT WINGER AS PORN OF THE A5 -BLAT MEOW PACWGE. M. � 6 ERE-RATED H MIR APPROVED W1NLS PLICAB INS NOUN WO OR PRRCECT 011E 27. MEMO INSPECTORS MO /O7 MTER *1)10001 OFE0MS ARE TO BE POTTED PRIOR TO AM EADMA CONSTRUCTION MO ANY OUTER PROEM EFFORT AS WI0ATD RT TE mwaNO MOOS. 2L CONTRACTOR TO PROVOS A PORTABLE ERE EX10NGIMER MN A RANG OF NT LESS TIMN 2-A OR 2 -A7 0B0 ETON 11 FEET TAM. 06TANCE TO AL PORTIONS OF PROJECT AREA OARING CONSTRUCTION. 20. ME PROJECT, TIER COMPLETED. 471 COOPIW W7TN LOCAL SECURITY CODES AND TTE -24 ENERGY CONSERVATION REQUIREMENTS. (TIRE -24 Mml APPUGN5) *0. Ml GUS APO MATE 6 TO COMPLY MIN COOPER 54 OF THE US. CONSUMER SAFETY COp6900 - WETS STANDARDS FOR ARCHITECTURAL GUAM INTERNS (42 FT 1020. OM PINT 1201) AND LOCAL ML1Am REOL NEMENT Dl. COMPACT R MALL NEE NGTCSSAWY WwmO6S TO PROTECT MAIM IMPROVEMENTS. EMIDENTS. PIMA MOM. ETC. MENG CONSTRUCTOR UPON CONTEMN Of MR. CONTACTOR 9011 REPOT IM DAMAGE TOOT WY WYE MORRO COE T CONSTRUCT. ON OR ABOUT THE 32. CONTRACTOR SHALL SEEP GENERAL WORK AREA CLEAN AND BOARD FREE CORING CO16T0C110N MO DEPOSE OF ALL OPT. DEWS. AND RUMEN. CONTRACTOR SHALL ROME . 5011 NT )Or SPECIFIED AS YOwIG ON TM PROPERTY OR TOMES. SITE MALL M LEFT N CLEAN CONDITION AND FREE ERNI PANT SPOTS. DUST. OR SWAGES M PM WTUR. A. MTV CONSTRUCT. ADDED TO EO TO CONSTRUCT. MBA. 80107 N FORM 10105E TIM AND N WIERNL6 OMIT AS ACTED N DE PONS AO SPECEGIOR H. TIE CONTRACTOR SHALL PRIM ALL NETFSLE1 AMOK. EMMONG. 2PO/00 SLEEVES RmTIm FOR TIE INSTALLATION of FIXTURES. NEOBSNCAL 00*500. MIRONG, *46000. AND FLASH MEWS TO MUM A PROPER MO COMPLETE JOB. 00. ME CONTACTOR IS RESPO S0E FOR mw0NG A PROJECT L1)11. STAO1r. AND MM ACOORONC TO TE PLOTS. 71E CONTACTOR SHALL COMPARE DE LINES AID LEVELS OF ME COMM MNOTOI6 WITH TO5E OWN ON ME PLANE PP. TO 10E START OF ANY CONSTRUCTOR. TOWER ACTON CARPER 51011 M NOTIFIED OF AM ERROR 0846500. OR ICOS6E1013 PROP TO AM ONETRACTN. La ME CONTRACTOR 6 70 05400 DETECTION FT 200006 PROPEL 1 M. MESCAL NAAL NOSE 0161. 6RF, AID FEE AS REOLEM 51 TE W/ERMR MOOT 07. MERE SPECIFIED MAMMAS 1EST0 0101 BE TO 71.E LATEST 562077 AND/OR ROTORS ANAOABLE AS MOVED BY TM CONE76O MANLY RESEONTRE FOR RECORDING ME RESULT 0a THE CONTACTOR 6 RESPON661E FOR ME SORER OF ALL WTERINS M0 SHALL NOT CO SO ON NMUC PROPERTY STOUT • ROHR TO CO SO FROM ME ONERHNG AGORAS FOR T6 PURPOSE. 00. GENERAL 775 AND SEAMED DETAILS ARE ME 4001UM REQUIREMENTS TO R USED N CO0Am06 MRHH ONE NOT SPECIFICALLY 4070 MImp6E W. TRACES NYRVED N TM PROJECT TN/ R RESPONSIBLE FOR TOT OWN arrow. FOTO. PAMOOG. CMG. W AST R RECUT. PROPERLY BY ITC WORK OF OTHER TAMS 41. ALL MB6 NO REFUSE 5 TO M REMOVED FR7 moo ME PROEM 0601 APO 471 BE LEFT N A CLEAN (BROW POTION AT ALL IDES BY EACH TRADE AS THEY PERFORM IN. POT OF ME WORK. a. TOWER MEOW TRAM DOM NM C AAPREE ANY PRODUCT TIMES. AM /OH AM EDUNmrt MART Mn A TAM M WEMMTSU. GUARANTEE OR WARRANTY TNT WY M N EFFECT 6 007E 50 'ROUT) 111E COMPANY S MAPOFACTROR PRONTO ME PRODUCT. FIXTURE AO/OH EWIP0ENT ODY: UNITS SPECNC R6W761MMY 5 ALSO PROM° EN TIC MUIRACTOR/SUBCONTRAC. N MRTM MEIN. Al CATION CAL BEFORE YOU 0IC4 BIRO MARES COST N ME AREA AND MUTT SEORWTION MOWN WY NOT BE COMPLETE CONTACT THE ONE-CALL MARY LOCATE SERVER A MENU M AB HOURS PR. TO CONSTRUCTOR. 1 -BOO- 121 -ass. w. CONTRACTOR TO REPLACE AND/OR REROUTE AM COMM MOERCHO00 uru16 000U0ERm NITSMG TRENDING AND STEM CON51R10ROH A5 CORWCIOR TO LOGE IL MUTES POOR TO PLACEENr OF MEMOLE FOOTING 270 OTHER STEATITES 10 M RACE° N MOTO. SEE GENERAL NOTE /6 ON TM MEET. A6. SCE CTS MEMOS FOR 0W10ER 4E NrORN1.. AT. CONTACTOR TO MOTOR ALL W RR PERFODTED WTI I NOMOGRAMS WO S6Mrt TO ICTER NINON CARER IOM MM ROOMED CONSTRUCTION SET. An COYRACTOR T 0OCA0M AL CANTS WOE N TIE TED M TRAM LA (RECAP/NC) ME APPROVED CO/67MM. SET AND REDOING ME ROTTED SET 70 TOWER REWORK CARDER UPON CMPLE101 ME MI GOERAI CONTRACTOR 5 To 0oa7m1TE AL POINT 94ALLATION WTI PETER COMPANY AL ROTOEL CONE172MOR TO REPORT POWER N4,WA10N COMRKNAI. SOLLIMPR) TO NETWORK CARRIER REMM0EMAINE TN= CONSm)CTON WINTER APO ARCHITECT. SO ANY wsrnnn08 OF YERNS ND/OR 0UPMER6. POST BE APPROVED BY TOWER NETWORK GAMIER CONSTRUCTION 8AE0ER. 51. THE GENERAL *00172CT61 0101 R RESPONSIBLE FOR APO M L RENEE ALL WILT. TEEM WIMOR EPROM/ MATERNLS. DAMAGED coons AND/OR FAULTY WO71N610 FOR ONE (1) YEAR AFTER TIE PROTECT 5 COWRIE AND ACCEPTED U0ER TM COMPACT: UNLESS NOTED OMERN0E N 1110 MEWL. BET7EER 11E 0W7ER AND TIE CONTRACTOR. �PCEPT01) ME ROOFWG SUBCONTRACTOR 471 STEM A WNEINNCE BERT FOR ALL WORK MME. MSOL[D BY ME COSTAL CONTACTOR. TO MAOSNN TO ROOFING N A W1EMONr CO70ION TTR • POMO OF NO (2) TEAM SIMTNC ANTES TIE GTE Of SUBSTANTIAL COMMON 00 TIE PROJECT. UNLESS OTEFp6E EEOTEN N ME CONTRACT BETWEEN THE OWNER AND TO CONTRACTOR. 52. THE CONTACTOR SHALL PROVIDE AOMWTE PROTECTION FM THE EMITS 01 TE MOMS EMPLOYES. WORMER, AND ALL YES ORNG THE CONSTRUCTION OF THE PROJECT. 53. IRE COM7A1AUR SHALL M 0OLAREO TO PAY FOR ALL NECESSARY PORTS AND/OR FEES WTI RESPECT TO TM WORK TO COERCE ME PROJECT. O RDOO MET .APPUG7p6 471 BE FRED BY THE OWNER OR 16 REPRmRA1NE CONTRACTOR 471 OB1AN POGO IN WAKE FOOL PAYMENT FOR SAO DOCITE M. 5A. ME AROTEC1 /0GNEE0 N ONCE WEL ON APO SEAL AN 07)200s AND/0R SP0010008. LS TONER NETWORK CARDER WE1 REVERT ARO APPROVE SHOP 0RAWNCS AND SEEM FOR MYORMANCE WRIT DESIGN CONCEPT. TONER RETORK CAMPER P*DIE0T APWWN. OF A 5EPOMTE OEM SELL NOT NOME APPR0AL M AN A550TLY P WHOM ENE TEN 11)0046. 56. ALL ARMORS ROAMED ON ROOF SUPPORT FRAMES T R PROVIDED BY TOWER NETWORK CORDER MNMN6' TIWS. N. COMTRAITOR TO PROVIDE 1RECN AS SLOWED TO Y6)Al BOTH ELECTRICAL AND EELERONO HNDEROWUN0 MNN515 (TAD PLO) PER SEE WORKMO0 BARREL ■TH MEAN SAO WO 001021) T TE SAI0FACMr1 OF DE DETECTS 26PE00R. RERAFE TT/ DRAM WTI 711060 WEERMS (GRAM ARAM.. CONCRETE ET.) SA. 571070 TOR TO NORM MANY STET DATES AT OPT IMPORT FOR SALTY APO TO PROTECT EISM O GROUND SURFACES FROM MAW EDUARD° MIMEO CUTE CONSTRUCTION. N. COTRACTOR TO PATCH AND REPAIR Nl GROUND SUMMIT WI NN ME CONSTRUCTION N AREA AS NECE m PROVIDE A MAORI/ 4AFACE AND ▪ NT. ECTI G SU FORE MANAGE SLOPES 0. CONTRACTOR T REPLACE WOMAN VEMT 1. TNT WAS TRAM ME TO camRCTOB NO TO NOWT REMAKING TREAT0N MRS TO DRERAITG CONDITON, PROV000 FHA1 COVER.. T NAL1ED AREAS. 61. N ME CASE OF ROCROF SOURCE FOR EDWRNT AO /OI *2010 M FRAMES WHERE PEEIAT. M OWH° ROOF. WIEDALS OCCUR. TIE MEET. COMPACTOR 9711 M6BN1E WTI 0LDIG OWRTR APO PADG RCOFw CONTRACTOR OF RECORD FOR ESTNLAIICN. PATCH, RENT M ANY WM/ORATOR TO THE ROM. 10 RAVE ME WORK 0LMMITEm OMER ME ROOFING MNTA00RS WERWRY FOR 106NRE PENETRATION OR APO OMER INURE BREEN OF ROOFING MEOWS N TIE CASE OF ROOFTOP SOLUTIONS WTI ME INSTALLATION OF ANEDMS NOM COMMIE MAROUDED) SUPPOSE FRAMES OR TPPoTHE DS. T GENERAL CONTRACTOR 971 105RONAE WITH THE TER DESIGNER/FABRICATOR TO OT E TAT ME FN. TER SHROUD 5 SMUGING (T APPEARANCE) COOT. ITST O MINT BSDRG FACADE W 01170 MEL APO CODS ME CONTRACT. MALL FURM ANORE MITE ERE USE OF CO2 ARE PHK FASTENERS IN ALL FPO CONSTRUCTOH WHEN PHOT101 AROM MARMOTS 574000. ME CONTACTOR SALL ENSURE TAT FNAL CON STRUCIOR 0)011 RAT 6 FOEATED N N 010017 LOOIL STOP ORME= 1*1 M RTPOED TO THE GENERAL CONTRACTOR. CONSTRUE Co01Of41OL AND WOO= PR. 10 FABOATON IRO CONSTRUCTION. 63. N ME CAE OF ROOFTOP SOLUTIX6 FOR MPIENM *20/00 ANTENNA FRAMS WHERE AN0IORV0 TO A CON00070 ROOF SUB 5 R0URL CONTACTORS MALL CONFER (PRIOR TO 5UBKm0G 20 MIN N CONTAINS CONSTRUCT. GO 40100 D ARCHITECT IRE PRESENCE M POST TENON TENONS NTT ME ROOF SLAB - SMARM FROM AN UPO CIAMIT0 MEM CHANCE N TIE 0615G NAMPG 705 -BLET 0040176 MET - WANG NOCAIm AN 0RGW1 060 5OUMN OF RENFORCED CONCRETE 5/ O6EIDCI STEEL RTE. IN TM EVENT POST TERSE SUB SONON 6 PRESENT. CONTACTOR SHALL TC UM PDM4O6 FOR X-RAY PROCEDURES WOW= N BID) FM ALL PENETRATION ARIAS NOTE ANGORA. OCCURS 6L C01ERA1 L SUB COM1RCTORS SHALL LEE STOWS SEER ZETA LDCING TES FOR ALL CABLE TAY M 1OW76 AND All OTHER MNFML M 00E6 (MERE APPLOME). MASTIC DP RES SIMI. NOT BE MATTED FOR ME ON TOWER NETWORX C.NTER PROJECTS. RMMMEO 0 WMR7LTU0 SELL EE WAND CORP. PETAL LDC50G TIES MOO. NO. LEANS-OP UNDER SUMS -214 (OR COWL). PANMRA TOOL. 06TR6MM BY TRAM. SS. All WORK TO R DONE BOWEN HOTS OF Wm AM APO 000 PM. OI0L1PO MUTTS INFORMATION COATED N TER SET OF 00)6TUCTION DOCTORS 5 PROPRIETARY 0Y W1TE ANY USE OR 1571)0 05 TNT TORN TOOT WHICH RELATES 10 07270 MACES IS STOILY PROHIBITED. dine at &t Your world. Delivered. PACIFIC TELECOM SERVICES. REGISTERED ARCHITECT / RI•* b. HALL] STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE 0827111 REVISIONS 06 170091 ISSUED 609 902 111191111 WW1, 69E6 RE ME 1:1161119.126111 MOT TOR CONSTRUCTION ELMS LABELED AS CONSTRUCTOR SET SHEET TITLE GENERAL NOTES SHEET NUMBER G -1 DESIGN CRITERIA: 1. INIFNSTRUCTURAL IO 541 BUILNG COOL 2009 *1114 GNASHING ON STATE �BUILDING DESIGN Of 1116 PROJECT CODE 004901015 (2009 IBC) z L 0=024 NS. DATA FOR 11.RKNA a 91183 - ROOF MOW U3/0 - BASIL' 00 SPEED yOD INPOSAE -SONIC ZONE 0 RA CNN A ROOM. BOLNOFO 3S NPR (100 1614 3 NCO. G618) CONCRETE NOTES. 1. ALL CONCRETE 00TRUCO N SHALL DE N KiOR01NS WITH *0 -115. 1 CONCRETE SHALL BE 00 PROPORTIONED. 19510119 AND PLACED N ACCORDANCE NM CIAP7FR 19 E THE 2009 IBC. STRENGTHS AT 2* DAYS AHD MG G61EAM SHALL BE AS 5041045. TYPE OF CONSTM TON SUDS ON GRADE UPPING SUS CONCRETE PIERS 2.400 PS 5.45 B' AU. STRUCTURAL CONCRETE 4.000 PS S 425 0 A 5406 EXCEPT WALLS C' CONCRETE HALLS 4DCO PS 5.45 CEMENT SINAI E and C130. PORTLAND CORM TORY B O.N.O. 3. RC GENERAL CONTRACTOR SHALL SUPERVISE AND E ESPOI0OIE FOR 116 METHODS AND PROCEDURES OF CONCRETE PLACEMENT. 1 ALL CONCRETE NTH SURFACES MPOS D 10 5M10ND MATER 4041 E AR- 0171090 NM AN AR- 0402DCNG AGENT CONFONO6 TO ARIL C230. 0404. 05114 C989 AND C1017. TOTAL NR 04104) 50241. E N E M A:CORNI N TABLE 190461 OF 06 2009 IBC. 20 DAY STRENGTHS 5/14 (4R) RAiq NMWON CEMENT CONTENT PER CUBIC YARD A 5 5 SACKS e j SACKS 5. REP/ORON STEEL SHALL COIDORL TO 3001 0615 (NCIUOBC SUPPLEMENT 51). SORE 60. 7,80.000 PA I0044 0CEP ANY BARS SPECFTGLLY SO 140 ON THE MOO. SHALL E GRADE 40, 1,404200 3L CRAM 50 REINFORCING BAR INDICATED ON OIANNS TOE WELDED SMALL CONORM 10 ASTM A700. REINFORCING COMPLNIC WITH A5T14 8515)51) 85Y E E1DED ONLY B 8518141. PROPERTY REPORTS N0C 100 CONFORMANCE NM WELDING PROCEDURES SPECIFIED N A.W.S. 014 ARE SAMITTED. n 060.04 9EII SHALL E DETAILED (=LUDO. 30 00 40 24103 ACCORDANCE WITH AC1 316 AND 31 5. LAP ALL COLON./ AT LEST 30 BAR (110IE06 OR A 00061M OF 6-0'. PROVIDE CORNER MRS Al ALL WALL AND 30000 22100) 6. LAP CORER 206 AT LUST O BAR CPA/MRS OR A 1000910 Of 2' -0'. UP ACU FIAT MATS E WELDED WIRE FAB= A M.. E I AT SIDES AND SUDS. 7. WELDED WIRE FABRIC 5494 COPf1RM TO 2514* A -165. 5. SPIRAL RRDIFINCEL02) 5444 E RAN WORE CONFORMING TO A.T11 0615, CODE 50. 5434100 PSI. 9. ND BAR PARTIALLY EMBEDOEO N 4420E (5 CONCRETE MALL E FEIN 4941 UNLESS SPECIFICALLY 5O OE OLEO OR APPROVED BY DE CG61AIN4). 10. CONCRETE PROTECTION (COVER) FOR EP.:RCM 5TSR SHALL E AS FOLLOWS: - IOEWS 40 OM. UPi0*ED J' SURFACES, WITH FACE - FORA. SURFACES EXPOSED (/e BUS 05 19408) r O EARTH OR WEATHER (35 BATS OR 5M41ER) 1 1/r - STAR AND MALLS (20 00 FAN) 3/4' 11. Bees SHALL E SUPPORTED W 042215 Oe 0009E MM. lz ANDNLR BOLTS 1O CONFORM 10 ASIA *.107. 13. 180 -51)331* GROUT SHALL E FORMED N AN *PP504ED INNU4ACTURER ANN SOUL E LAMS N0 PLACED N STRICT ACCORDANCE 51151 TIC MANNIFACTU ERS PUBLISHED 00800405/ 04 GOUT STRENGTH 9091 E AT LEAST EQUAL 10 THE 851EM6 ON INCH IT 6 PLACED (3,000 PSI 14. ALL C NI610 2 Ammon TO E OLD BRAND. ACU6NE OCI00 REMISE TESTING 10 005)244* .M706 LIKES SAN0 N E 0409. STRUCTURAL STEEL NOTES: I. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUNDT O TO 11E CONSULTANT FOR REV. POOR TO FABRICATION. 2. STRUCTURAL STEEL 0=04. FAEKADON 410 ERECTOR (RCUS. FIELD WELDING. HIGH STRENGTH FIELD BOLTING EMPN60N BOLTS MO THREADED DOMN6ON 910005) SAIL E BASED 05 THE ALSO. 9RTEIGA1KN FOR OE 0E5ON. FA8R1A1OH AND ERECTION Of STRUCTURAL STEP. FOR W5DNGS LATEST EDITOR. 949(806. SHALL BEN ACCORDANCE WITH 2G02 NC CHAPTER 22 O • MAIMED TESTING ACFILY DESIGNATED BY THE COINATA11. 11E CONSULTOR 5)011 BE FURNISHED NM • COPY OF ALL 1/PECTIC/II REPORTS AND TEST MIMS. 3. S1R413104 STEEL S0I1 CONFORM TO THE FOLLOW/ RCOU0EMENTS: TYPE OF ENDER A PLATES SHAPES. 040.5. NO ROOS 6 SPEEN. 94226 AND P1ATT5 C. P*E COL IN/ O. STRUCTURAL NANO E NC100 BOLTS • COINC ON BOLTS ASIA A35. 11Y 33 19 ASSN A572. ry 50 161 A4T1 053. F> 35 161 ASV ANA FY 40 KS 45TH A307 .14 42125 41041 f -TYPE 1. ALL MATERIAL TO BE NOT DIPPED GALVANIZED AFTER FABRICATION PER A123/A12314-00. 5. 61 WELDING SMALL BE N CONFGEN 10 NM A16C. NO ANS STANDARDS AND SHALL E PERFORMED BY 5422.0. C871F)0 50.0(0 U1SR0 E78 101 ELF0)000. ONLY P104150140 WELDS (AS C.D. BY 055) SHALL E USED. WELDING OF GRADE 50 RE0013530 BAR Of REOUIR D) SMALL E P ERFORMED MOO LOW HYOROY0 ELECTRODES MOND OF GLADE 40 RE1111990 BARS (E REGMED) MALL E PERFORMED USING E70 Not 420)2006. *EL 0110 r Of COLD BOOS N REDMORGRG STEEL B NN PERMITTED. SEE RE1r60RCN0 NOTE FOR MATWLAL ENARD.. OF WELDED WS 6. CO10.4050ED MM. FRAMING LENBEE NO LL E OF WE SINE. SIZE AND GAGE SHOWN ON THE PING PONE 5M0UM SECTOR PROPERTIES N*CAT8. ALL COLO-FM.0 STEEL 440-9 0 5) . 515 TO TIC AHSS. SPEOFICATIN FM ME DES. OF CID -FORMED STN. STRUCRpAL MEMBERS.' 7. BOLTED CONNECTIONS SMALL USE BEANO TOY ASIA A125 BOLTS (3/4. DIA) AND SAIL NNE A MAMA 11W0 BETS UN ESS .1E0 OIHDNSE. 6 RDA- SIPUCNRAL CON1EC106 FOR SIOL GRAN O MAY USE 5/14 GA ASIA 0.107 BOLTS 0965 NOTED 071ER36E 9. AU. SEC. WORK SHALL E PANTED N ACCORO*NDE WIN THE DESIGN t CONSTRUCTOR 5PECB5CA1ION 019 N (MORN.10E WITH ASTM A35 UNLESS NEED OTHENSE 10. ALL MELDS TO E or MET NESS NOTED OTHERWISE I1. TN0) IOU ALL MELD DR/LNG AND WELDOC NM 2 COATS E 58142 ONN (ADM: RICH PWM) OR APPROVED EOM. TOWER /POLE NOTES' 1. 150211IGA105 THAT THE 06100 APPLICABLE BUILDING. TOWER. POLE OR WATER TON CAN SUPPORT THE PRK95ED ANDNRA LOADING NNALL E PERFORMED BY • REGISTERED STRUCTURAL ENGINEER. (AS PER '*CC13011 PREVENTION PROGRAM' - BT P0455ON OF MIEN CONSTRUCTION. NC. - 03/01/90) FALL PROTECTION WOODS AND EOU304) ROOF 1134 NST41A1ON6 FOR WORN 6 BEING r4RFORHID TIMMN 25' OF AN UNPROTECTED ROOF EDGE LIE CONSTRUCTION 94RAP604 SHALL ESION5IE A 1141ED 5HEN MONITOR 10 OBSERVE HE 8OVE1E1/15 AND ACIMIIFS OF ME CONSTRUCTOR WORKERS 5OEY MONITOR SAL WARN CONSTRICTION WORKERS OF HAZARDS (LE. SCOW IA 105410 A ROOF EDGE E140) OR UNSAFE AL'INDES TIC SAFETY RCN. MUST BE ON TE SAE ROOF AND NRON MALL AND VEDBAL COTO. OF THE CONSTR1CTO N WORKERS. 3. CONSTRUCT. WNW/ WORMS TO APPROACH 51061 6 OR LESS OF AN UNPROTECTED ROOF EDGE REDLINES WORKERS O ASE SAFETY LNE 4. SAFETY UNE SHALL BE 43141NY R' GWEIFR NYLON, NM ANON.. TENSILE STRENGTH OF 5400 LBS. 5. SAFETY AE SMALL BE ATTACHED TO A SURSr411AL MEMBER OF TIE SGUCT RE 6. 5AFETY ADO: LOGIN SMLL E 5ET ALEDSNG CONTSTRIICIIO5 5ORK5R TO REACH EDGE 03 ROOF. BUY NOT BEYOND. 7. 540)11 BELTS SHALL E ROM BY ALL COMSIRUGON 166026 n MOMNRY SAFETY NSPECTBN 40 85579250 OF TE FALL PROTECTION E017311017 SHALL OCCUR BY 1E SAFETY COMMITTEE RFP116OIINNES. UCU.* INSPECTION OF CONSTRUCTOR 110CHECKLIST ARM FOR WARS USE OF AN INSPECTION SPECM* CHECKLIST NTERVENDO 004J5 OM/MRS REGARDING SAFETY CONCERNS REPORTING N0 O DOCUMENTING ANY WARDS REPORTING RA2.15 0 TO TIE WET! COMMITTEE FOR CONSIDERATION POSING EMUS OF INSPECTION AND Off ACTON TAKEN RECOVRO AN UNBIASED ROA OF CRIES OWN NM AREA 64 Axon IE COWORKER SAFETY EPRESENTATNE REFER 10 ROOFTOP WORK AREA SAFETY PROTOCOL 1TOAL ASSOC /11N DV TGYER ERECTORS 3000 PUBLICATION REFERENCED 0510 RECAATON/SNX0M0S SHALL E REVERED O 10VER ERECTOR, EMMEN INSTALLERS. AND TOWER /ROOF TOP CONTRACTORS/SUBCONTRACTORS 29 CFR 1525.500 - SCOPE..PUCATMRN. AND DENDp6 29 CFR 1923301 - DUTY 10 RAVE FALL PROTECTION 10 CFR 1926. 502 - FALL PROTECTOR SYSTEMS ONE. AND MOTG6 SPECIAL INSPECTIONS REQUIRED: SODS CORPLANE PRIOR TO F01NDATON INSPECTION CONCRETE OVER 2400 PS (56 5204 MO) AT 23 DAYS CII0REIE 74CFMIN AT SAD ON GRAS 5ENEN CERTUU40 104 NR RRORR PLACEMENT OF REINROCOO(R AT 5IA9 OR CODE (014MDNN EIMVAT05 OD FILL NG10000 UNITY TRENDIES C61RY TRSN OF BUI DN0 RAC, FOUNDATION AND Fu SY THE GEOIECANICAL ENGINEER OF DE RECORD SYMBOLS: OGOO REFERENCE ,Q, OETNL REFERENCE ELEVATION REFERENCE 1 SECTION REFERENCE - m 1ERINE 5=411)0/008(4101 851140 LRE V YORK PONT GROUND CGN0ULTO5 r- TELEPHONE COHDNr -E ELECT.. CONDUIT -+ CORAL WIE - OVERHEAD SEANCE CONTACTORS GROUT OR PLASTER CO ESMSSSM BRCK 3:8:0:410:8:87 EARN GAVEL 52297333792223 PLYWOOD woo COMHn6 WON BLOCKING ® STEEL (H) NE5 (E) MINIM 4 NEW ANTENNA V 05)04* ANTENNA ® GROUND ROO T'T CROWD BUS BNI • ECH9NGAL GOO. CONN CAOSELD A, REVISOR O VEREICAT00 Of NIL REPORT O 004191G.mN OF STEEL AND AT JOB SITE 0 ADIa0NE 0410 N CONCRETE OR IASONRY O NODS BETS INSTALLATION AND PLAC MEAT N CONCRETE ❑ NG STREWN FOOLING SUBMDTAL DOGIMENR EON DECLINED SUBMITTAL OM SMALL E 5IDITYED 10 TIC ARCHITECT OR ENGINEER OF RECORD. WHO SHALL RENEW 1101 AND FORWARD THEM TO 114E BUILDING OFFOAL WIND A NOTATION 5NDIGATNG DRAT 114E DEFERRED SUBMITTAL /00,110175 HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUR TO E N GMRAL CO5)0RMAICE MITI 16 DO. E THE MEMO. THE DEFERRED AND SUBMITTAL ITEMS SHALL NOT E U■T*LLED UNTIL 1HOR DESON AND SUBMITTAL DOCUMENTS RAVE BEEN APPROVED FR ME WILDING ORCML. 0 SPRAYED -ON- FIREPROO*UC 0 STRUCTURAL MASONRY 0 PRESTRESSED CONCRETE 0 ALL FIELD NEIDNG 0 461139110C RAGMEN 0 DESIN R SPECS. (SEE 04EET1_) 0 OMER 136 02018511041 COM7ANED N 7146 SET OF CONSTRUCTION COCONEIf75 6 PROPRIETARY N 1611/RE ANY USE OR GSCLO5IRE OINK 11NN THAT 311 ROAM TO CARRIER SERVICES TS 51*0)1Y NUONBRED. at &t Your world. Delivered. PACIFIC TELECOM SERVICES, LL.0 REGISTERED ARCHITECT FtI.„,f , 13. HAL 1 STATE OF WASHINGTON EAPIRATION DATE OF THE LICENSE: 0820(11 SOUTHCENTEK REVISIONS NZ 9NrAS1D11 MIN NNW SWIM PM NW REMO SAP CRIB KM 0513MM NOT FOR CO8TRI.CI0N LIDOS LABELED AS CONSTRUCTOR 5E SHEET TITLE GENERAL NOTES SHEET NUMBER G -2 AT&T TO MDOBV 1006 10 15072210 10000•0l FACILITY EN aMOAC P ) 0 (3) AN5 (I Ai SECTOR (0) 661606 0a w0(2)� PANEL 040080 MMR1ED AT 001600 =ma MOM PLATRMrA (1) PROPOSED *0.10 0015010 AT COSMO ANTENNA LEVEL PROMISED WS 00000 NOU00 MR 0566 OR A00YJA MD LIE EMAPME10 TOE LOCATED 001000 RPM 111101 2705150 AT&T *0002011 576150 EXISTING LANDSCAPING 515T PLACE SOUTH WDSCAPNG RAILROAD TRACKS LEGEND SUBJECT BOUNDARY LHE Mort -OF -NAY CENTERLINE Mort OF WAY UNE ADJACENT BOUNDARY lNE SECTIONAL BNEN DOVM LINE OAP OVERHEAD POWER LINE — Uw— urA —uOP— BURIED POWER LINE BURIED CAS LINE — art — Ott OVERHEAD TELEPHONE LADE —•cr— oar —ucr— BLIRIED TELEPHONE LINE —. —. —. —• — BURIED WATER LINE — 51-111-14— 815110 SNATARY SEWER — MI SR SP— BURIED STORM DRAM 011011 1NF /016 'UNE ROCK RE1NNHG BALL "-y-"-V‘ VEGETATION lNE - • — • _ • — • — CHAIN UNA MICE ❑ O ❑ WOOD 11.40E —o—A— BARBED NR11/5RE 7110E Q - TRANSFORMER 9' FIRE HYDRANT 7X LIGHT STANDARD M CATE VALVE © POWER VAULT DI WATER METER ® UTILITY BOA A TIRE STAND PIPE n UraRY POLE 0 CATCH 16101. TYPE T POLE OM WAa O CATO1 BASIN TYPE 2 m 015 vA.vE >< SRN 6 CAS IEIER • BOLIARO Ot TELETRIONIE VAULT a MALL BOA TE1.011 10 040 221.21. SPOT ELLVA ON NOTE PROPOSED AT &T LIE ANTENNAS, MOUYND 400040E AND EO0PMENT TO E PRIMO TO 0*100 005123 100010014E at&t Your 00113. De0vere3. PACIR0 TELECOM SERVICES. ILL LEGAL 06CR0PDON_ MYAER 0 40 D-0 /AO LOT 1 OF CRY OF TU20- SHORT TUT 4 81 -10-21 00 *2 C NA 0211101178 SAD SNORT PUT 6F-POR OF HEM, MEADER D C No 0 SECTION 24-23-00 Mr -ED S'W COMM CF 0010 206 S e1 -Aa -x E 11106 n TO 557 30 G/L. OF STATE ROAD 2 -M WEST 1616 ROAD TN N D1 -A2 -w W 55730 FT DI N 57 -05-00 E AD 0 CA 0 0 5 155114 ST 51525 ❑ TO ELY 66211 OF PUGET SOUND Po1ER & 151 4 CD RAT T1N01 -21 -a1 W 5.05 fr 6 POB IN N 87 -15 -22 EAO ION HDN OF S 155014 ST 12715 n TO ROY MON OF -03-22 0 15NE1 11 ST ANA. RR R/V T1 N OS -H -Art E 0/0 27150 1 FT TN 5 57 -15 -22 N 152.12 n TO PUG❑ SOUN7 POWER & UGM ND 1/14 TN SLY AEG ELY LHGN 0f SAO RAE 272 R MORE OR LESS TO roe. PARCEL NUMBERI 1000550- 006-05 VICINITY MAP 2, -.35- STOLE: 1- _ M-0 r SCALE - - NO -0- rt*� �D THE INNMATON CONTAINED M 116 527 Of CONSTRUCTION DOCUMENTS 6 PROPRIETARY BY NATURE ANT USE OR 06005116 OTHER 11161 THAT 16161 RELATES TD CARRIER SEmnCE5 6 STRICTLY P0014011ED. OVERALL SITE PLAN REGISTERED ARCHITECT '/ RI •A la. HAL I STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 0820111 SOUTHCENTER ItT REVISIONS NON PROMO FOR POO RENO, 001■ 6913 awswANN NOT MR 10NSTRUCT1011 UNUSS IA80ED AS 0NSIMIC105 SET SHEET TITLE OMALL SR PAN SHEET NUMBER A -1 ATE MDORWTCN COGGED P 1145 SET or CRa1NUCICN OOCUEIJIS 5 PROPRIETARY &r NATYRE. ANY 111 OR 06CLMDRE ODOR DIN MG MGM MATES 10 G&RER SONGS 5 STRCTLT PR01®IIED. at&t Your world. Delivered, PARr1C TELECOM SERVICES. 11. REGISTERED ARCHITECT RI •A b. HAL I STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE 0540111 SOUTHCENTER REVISIONS PRCVmN WIN. ISSUED IMP PLO RENO, 1 OKA MO flat GSM.. NOT MR CONSTRUCT.N UNLESS t12aiD AS CONSTRUCION SET SHEET TITLE E1aM • moo= OGCED SCE RAN SHEET NUMBER A -2 =MC AT&T TOW PANEL AGO. TO BE ROCCO NOTE PROPOSED AT&T LTE NOEIMS, T PA TO NATCN Ea1PG 1000711E LTC AT&T a L PER - S (T) PER FITOR DosTwo AT &T LAOS RENAP EGG. AT &T COO PANE ANTENNA 70 OMP PROPOSED AT&T (3) wn ® ANIORMAZAWED AT Pc& ue 0000 ANTENNA YGUNT EGTING AT&T MS PANEL ANTENNA TO ROMP =TR. DsY PANEL AT&T AT.M TO ROMP PROPOSED AT&T (3) roD RRMS AUNTS (11 PER OT[ ANIERA AT Dan. ANTENNA GMT C OUSTING CAMP EMT. ATlT CSY I LANK MICE PANEL ANIFHM PLATFORM MOD. OMR Ea105 AT&T GSM 100 FENCE PANEL IM ANIEM TO REGAN � TO MINN k ii VAL titik, \ GS rowitorr snNROON CR51 r `45'°""'" O ...11,1".. �,/�,�SS-\ . , -_ r MONO AT&T CU � E6IN FOIDYEn ROD ACRE GTE • ,� ; I ACCESS G —,/ /j / i EGO. ! /,/ / / r '/ mLamrt , SHELTER ,. ,,/ /. ' ��o . /''I • •� ♦ / OaRG N&T I� ISSIA PANEL ANTENNA . ROMP � . / , ; \� ACMES GTE Q6NC mIIRm5 GELTEP , / / /�� „ i, // , ' /' - - POO. ANTENNA I 113 RFMAP PROPOSED AT&T m � � .♦ A PER LIE ANTENNA , ; MR&ED AT ER6 _ . ` AT&T S �i LON ATli GA, 4T ROMP TO E REAOUD Ds= CPS DOTING AT&T UV. Norm. mO'NrED EamxC AT&T GTS PANEL A)nEaM ON sROTER WALL PANEL ANTElMA ro ROMP �- wiruau mom .a I PLAT.. SY ._. -. Ell PANEL NTTT 2S. OaDG AT&T CY (1) PER SEEM& P,� mama f PROPOSED AT &T 1 TO REWr TAT OPO OM N EaT.0 MT wTS i \ I/ S/ SMELLER SG PA'a ANTONIA PROPOSED MIT (E) TO RENON EXISTING AT&T MIAA •' MOM AT &T GSM KNOW �' . WW T CSO (IIOUNED AT EIST. PuTFRa ENSNC CPS m REAP . NOGG 50000 E G ATlT A19 _ �,� ;`M ll i ' E p MAT , / 11 �. a�i ON SMELTER GLL ^i'. PROPOSED AT&T rn 'as PNNONANTENNA it” a( roU - i4, wort ; = �� -`� i ._ .._. M '7 _m �3 YANDNNA PROPOSED AT&T (>) LTE PPG �;�U `'SAT ri % ._ _.._. (gARNRERRMI��� p PANEL ANIE+xA .� SAT &TG.M 11 \ --Yf,,, f ...................... -1;71 �—`� t .........., EA or' sum S/Nr . T• -r , PROPOSED ENLARGED SITE PLAN! 'nor' Q.: Diu- ■ T•-0• 2 E "'D sou E: SM. ' 1.� .A. n•. 0- soMT: a u• - 1.-0. EXISTING ENLARGED SITE PLAN ATE MDORWTCN COGGED P 1145 SET or CRa1NUCICN OOCUEIJIS 5 PROPRIETARY &r NATYRE. ANY 111 OR 06CLMDRE ODOR DIN MG MGM MATES 10 G&RER SONGS 5 STRCTLT PR01®IIED. at&t Your world. Delivered, PARr1C TELECOM SERVICES. 11. REGISTERED ARCHITECT RI •A b. HAL I STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE 0540111 SOUTHCENTER REVISIONS PRCVmN WIN. ISSUED IMP PLO RENO, 1 OKA MO flat GSM.. NOT MR CONSTRUCT.N UNLESS t12aiD AS CONSTRUCION SET SHEET TITLE E1aM • moo= OGCED SCE RAN SHEET NUMBER A -2 at &t Your world. Delivered. PACIFIC TELECOM SEINCE.4. LLC REGISTERED ARCHITECT '' 7:11t1t". 13. HAL I STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 0820111 SOUTHCENTER REVISIONS NTT P«aMlw N/e2n sauco FOR TGIF Revco NOT FOR IANSTRUCTON UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE D STRING • PROPOSED EDUPMENT ATOA SHEET NUMBER A -3 «SING OWING TELCO BOARD CABLE P00 PTTE: PROPOSED AT &T LIE ANTENNAS. MOUNTING NNOBARE MO EQUIPMENT TO BE PANTED TO MATCH EXISTING MONOPOLE E>SMG «SONG 1ELC0 BEND COSMO NAAL• LIM ^..•r PMT «STRIC LADE TORT «61A0 WPC NET \ EXIST= CABLE Part •____ % /YAM I. NM r // Ji1� COSTING AT &T RACK ePOEOSED llE EgIPMFNI 10 R RACK MON COMING AT&T EQUIPMENT % PROVED AT&T ai m 2 ARC (1I 0 RUN RORFD ON C�O.S..I.YO^ MFAIOR 09E MOB \`✓ NEIOIT COSTING BATIERI' MCRUP SEISMIC BATTERY BACKUP E%SVNG AT&T GSM CABAR EUSOG AT &T ARGUS RACK COSTING AT&T ATlT Beu RACK BREAKER PURL LAM C AT&T wTS r.A®ET EXISTING AT&T Tp1A RACK EXSTING AT&T RACK IA COSTING BATTERY M «UP r, / EXISTING EATERY MCKW COSTING AT&T GSM CARPET « AT &T . RANK COMING T&T BA, 2201 /./C DER PANEL / • I ilb i n , a .. 1 i 2-0•� IN ; x'-0• �• &. B- RIC N W SHELTER .1 ECSOEG AT &T RACK iv pa 1 , 1 , � NI \ , 0 Mi _• KM 1� lill � AT&T COSTING GSM CABINET EXISTING AT&T GSM CABINET Y nI IAN \ N \ ipp / MIN 1. . «STING MAN Q•d 0' -O• A ACCESS ACCESS DOOR EQUIPMENT ROOM �iai��J A -B •._B. c -a• «SANG INAC LM IT Ix' -0• COSTING ACCESS KM ACCESS TO AT &T EAPPYFM ROOM Tt li 11 117• SCAL 1/z _ -D• %1n• SCALE: Vv _ V-D• T r PROPOSED E Q UIPMENT LAYOUT 2 °••''TT B• BC. P scuE: A•: 1 ' -0• • EXISTING EQUIPMENT LAYOI I at &t Your world. Delivered. PACIFIC TELECOM SEINCE.4. LLC REGISTERED ARCHITECT '' 7:11t1t". 13. HAL I STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 0820111 SOUTHCENTER REVISIONS NTT P«aMlw N/e2n sauco FOR TGIF Revco NOT FOR IANSTRUCTON UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE D STRING • PROPOSED EDUPMENT ATOA SHEET NUMBER A -3 NOTE PROPOSED ATAT LTE MOMMAS. 50.4145 11.51151ARE cowman TO BE PAWED TO 1•101 COSTING MONOPOLE Tyr m0 at &t Your world. DeOVered. PACIFIC TELECOM SERVICES. tic t1•ue• SALE: 1111 r17°--0- PROPOSED SOUTH ELEVATION 2 n•.n• s.Lr. T /Te' - r-o' a ad"- r"i' -GT�e• TTE RRORH50011 0055e1E0 N THa SET or coramucno0 001C0EMS 5 PROPRIETARY BY 1515E ANY USE OR G65DSME OVER THAN 155 MACH REUTES TO GMXEA SERVICES 5 STRICTLY PROw1OEO. EXISTING SOLI n 1 ELEVATION' 1 REGISTERED ARCHITECT RI .Air• la. HAL A STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 0&120111 SOUTHCENTEft REVISIONS p555. nom BMA 1251112 221 11C0 gram, =Nm PPLO P2 221. MISONMEN NOT ECM CONSTRUCTOM MISS ue0E0 AS EOMSTRUCICN SET SHEET TITLE wTmc It PROM. corm MUMS SHEET NUMBER A -4 NOT USED - - 1 1 ■ sit H /t / ER 1) 2a' IDE 061ROUTON SHELF (16 BREAKER POSN0I6) MANUFACTURER: ALPHA TEC.:3C. ARCM 017.24.; I/x3• RACK MINTS NOWT t3: 561 (R.IALI) RCCN1x/uD DC. CONVERTER � 6 : Ulffi 1 —: r r r , EDDBI CON.TER SKlE (SPACE FOR UP TO V COMER. POSITIONS) DC -DC CONVERTER ?I'.`336x• N"eror TS P 7 A 5.:... i' ' 1 i2• -i' -O ' NOT USED MOVEABLE COVER -"q11 MOVEABLE M..• STANDARD IC RACK FAR. EOUIPNENT NCI _,REF? 8\ �(, x PDX. SU GETOL •. 06 SHEET RAVUP OC- A/ -50-RN SEE OETIS 2. ,16 SHEET SEE OE. 1. T. SHEET (E , 01 RAE OC 5(J Of" /13131) (9926) Li ENCL. G�- E rio „,u B8� ARE fll co 222 OC/OC CONYFAIER NVCM SURGE ALU /DDU (DD36) 1•ANIUDCNRIOL ROSENBERGER WOO: RD-IS-ABM CW 10505 EECM FAR CABLE ESnOSUNE 17-11 sX0 a iaui'c� ICS new CABLE ETVCMUA FUTURE u0/01.1 EXCESS FIBER CABLE ENCLOSURI� 1°LO ?A•W SURE HAT 1,0:. SWE 6 r.1r wuE: rAr x.•.36• SCALE 1 /x' -1' -0' 3 n•.• MI its• -ra• iEL rt 01, FIBPiLI/IDYI STANDARD D. /� MOOR DY&BlB TYPICAL INDOOR RACK CONFIGURATION( I. 1.A• I. 4.11 III NAM A6CU5 WOEU b VDC C0� NEOM: 63' ODE SA• DEPM: ItA• REONT: 10 lffi 1!g ICEHT 48 VDC RECTIFIER WN) r:::= ER= RACK MOUNTED BBU DETAIL R x••.3.• SCAM HOT USED 5 1CA1C SURE NOT USED N•.Sa' $CUE: 1 K -1' -0' 11•.V• SURE: 1/.• -1' -0' x.•.56• vu! Her ro SCALL fro: zz, 1AI ro SCALE Em06 6 STRC1LV PROHIBITED. at &t Your world. Delivered. PACIFIC TELECOM SERVICES. lu RI A %t". 3. HAL 1 REGISTERED ARCHITECT STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 0820111 SOUTHCENTER 5 Et REVISIONS PATE DEROORTDR 00W5 P M RO 0115111.071 NOT FOR CONSTRUCTOR UNLESS UADECED AS C01r51R000N SET SHEET TITLE SHEET NUMBER A -5 T 14601ae11ED. at &t Your world. Delivered. PACOIC 7040/0011 SERVICES. ' •� b. HAL 1 REGISTERED ARCHITECT STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08120111 SOUTHCE-NTER. REVISIONS PATE PIN/ 63013> FON IVO 111.1110• -*4 ISO RN PR 0630.00s NOT MR CONSTRUCTION UNLESS LA2DED AS C0NSTRUC19N SET SHEET TREE AN1E114 GGNPri110TON5 SHEET NUMBER FZF -1 MCQ/D ANTENNA CONFICAIRATION AND SOTEDI( F. FXLiTNC: ANTENNA CONRC:IIR TION AND SCHFDLDF SECTOR % AmanN 001771E71 clmt v ANTE7ow Nmmm 4)0Q1 REL nT �• nT lar nl. MYOEII COX OOO • COV 10140105 CORD SECTOR % ATAOroI 1rnuwlzn 400000 NnIU9 soma Icon 0m. MT ¶ 1. XT fa 19IA 402 a CON WN • N4x 1231014 Own® OSY 660 IRS 110' -0' m v O YES xerE x 1/6' ,33' -0' 7.40 091 m 11v 13' -0' m v u TES 500 2 1 /e' 1]3' -0' NO 091 1100 115 lie' -0' 1 m -4' YES (z) FRCSOM 1wr 112 )1/2 2 )/6' _ ,u'-0' Ia 4'91 1000 115 116'-0' 1 m _ -r TES (2) MESON 627 112 11/2 2 1 /6' 1k' -0' NO 2011 OW 117 117-7 1 5.154114 742 -264 7 2 T v 1E3 NM 2 7/7 133' -0' y. (w 1. w_4) ONR 650 115 117 -0' 1 04111615 742 -264 7 T v YES 2 7/e• 1.33' -0 (w Ww U3_l) LINTS 1000 TES (2) W 21.01 1.403 1000 x105 (2) sop 21441 14413 1000_1 UMR 1000_1 7E5 (2I LGP 21.01 uE no 107 111• -0' 1 •A,MON 60010766 7 5 115 - 0 RSER 137-0' NO DNA 600 113. 115 -0' 1 1011416EW 730 60• 5 Cr M NOM 2 1 -5/6 100' -0' 410 SECTOR Y .DYUIM 1401i111ER MA.fl1 N ANCDOM! VEmR YORE �' mT 171L'TL mT Mi Tor 1010ER 0' DON NAI • COM1 LENGTH own® SECTOR Y .mum 11AOOM 02 NUY9R AMTE3W MOOR MWn °S' mT IEl4 mT RE IW 44)0003 ° CON *042 • 004 �iD® 0.91 e0 W Ile' -0' m 7 -7 T6 MOIE 2 1/6' 33' -0' W OSY 610 W 116' -0' 1 m _Ny,�'yL • v -S YES In1E 2 1/0' *35-0 ,y' -0' NO 691 1000 W 111' -0' 1 m f -• TES (2) 0445504 107 112 11/2 2 7/6' lu'-0' IIO 0.91 1000 W 116'-0' 1 m ?5 (2 -4 Y6 (2) 0015011 67f II2 11/2 2 7/1' 132' -0' IN) (MIS 650 W 111'-0' 1 OuMON 742 -264 1• O T v TES xerE 2 7/r 133' -0' (w w9 70 -1) LUIS NO W 117-0' 1 5416691 742 -264 1' v v YES NONE 2 7/7 116' -0' TEE (w w 70_1) 1640 1000 NE5 (2) LCP 21.01 M S 1000 116' -0' 1f5 (!) LOP 21401 0113 1000_1 105 (2) ILP 21401 (1011 1000_1 L1E 700 W 116•-0' KW t-d3 ( 17 7 115 - 0 14004 137 -0' NO IOW 60 237 115 -0• 1 KAME1N 730 084 17 v 0 401E 2 1 -5/6 100• -07 NO SECTOR Z ATR601 RA9C011FA MIEm of 4044004 Moon EFL nT IEiil m7. 3Ef w' NUMBER of COAX 0d3 • COAX 4041144 Own® SECTOR Z A20Iro1 WOMEN M910FA t7. VENDOR MODEL EIFL m7. 11FJL mT RE 1IN 54)0!604 Di COAX COAX • C2MS imam u0 993 691 640 355 116' -0' 1 Per,E14ATE 7020 lv v TES NONE 2 7 /e' 133' -0• M 691 60 337 1107 -0' 1 POWER /AVE 7020 17 v TES x047 2 7 /7 13' -0' 10 691 1000 W 11e' -0' 1 POWER/ME 7721 4' v TES (2) E09011 OW 112 71/2 2 7/7 132' -7 10 090 1000 337 117-0' 1 Pw(66240 7721 4• v 013 (2) CROSSO0 1711 112 11/2 2 7/7 132 -0• NO UR13 690 354 116' -0' 1 6211805 742 -264 ,' v 5 v 1ES *047 2 7/e• 13• -0' (w IAI._I) 1445 690 337 1le' -0• 1 ((,414010 742 -244 1' v v YES MOTE 2 7/7 133' -0• (I. w W )C 10■13 1000 YES (2) LOP 21401 10)13 1000 110' -O' YES R) LOP 21)01 4013 1500_, TES (2) LOP 21401 UIIO 1040..1 LIE 700 SST 117-0' 1 PO6ERNME P6�V� Ara v v 105 - 0 MGR 133' -0• N0 RNA MO 337 117-0• 1 12140041 730 604 17 Cr NO 4404E 2 1 -5 /6 1m•-0' NO • 0016YOI �DM7 034X wane ODER 4. 0RMC154 6 1540 WEN TENS)01! OE MG COSTING AT &T CON PANEL .1171704 ro WW1 PROPOSED MOAT AM 441 LINT 1IOIm1E0 TO 049040 PIA1700 RM I G 9.01110 AT&T GSM PAM(. TO RENEW 406704 COMING TOO 46415 PANEL (472314( y� 70 RpMM 0x0196 AT&1 GSM PANEL WIN. TO E 710019 DOSING AT &T M. PANEL *21) TO 119401 146 AT&T NOS P 05641E1 Nam. 113 WW1 PROPOSED AT&T 70000 NM um NOU11m TO 0357540 PI.AiiON 461040 , '' MOP03D AT &T LrE PANEL WORM 0x131150 AT&T GSM PM. ANTENNA TO REGAN t 611P di) 05100. AT&T 034) PANEL Walla F142(4 A5 A4fA 'f 024* GSM ea :' A1034114 TO RDIAN :.. ::::.....:::...• ::........:.... l.� L P.OP49D AM 11E I ■. ^.^.^... -P }:' :. ...n �:5•:::::•::••:: •:.V: ;:::.:•:: ?.::•:... P461 106:1010 AT&T MOS %. P.Nn mamma •�.� 440449E nu 7Dactr TO RENO 11 I 1164 jam NOIMIEG TD °= I 111 i I ■- ;. l� •••�•• PANEL •4401444 0x151144 m&, TDW EASRNG ATRT ANTENNA 111415 TO RERAN PANEL MSMINM {•.(i I l•� '`. �..� ?�ti ••.•, • I v 030441 . , GSY PAN EL (410400 •�; {: };: r •• PANEL ANSSN. P42101 AT&T 644 n.611M AT&T WITS 0)05100 wADDIe■ aAUc 1. PROPOSED AMC NS ROI * PMT 110MI133 TO MONO PIATTORM COSTING AT&T GSM PANEL • NTFNIM To RUM y+ 7777 \- •••.''� ✓,•••''�i 190104E (TAT .M ow UN MUM ro =Me ARPO01 401110 01101. AT&T CSY COMM AT&T 0275 PANEL 411E W TO MxMx TO RI 222 TO RID/MN ��..!)I MM UNIT mn 700100 1 MOR9D 4MO (__�_M1Ti1P soon RAM IRE 110.0933 87 713 TO NOTED. 1130 Njual. jzr¢ w Ex61w0 P.77001 N EImTWO 304010E PROPOSED AT&T L1E nwN0 AT&T RN RAVEL AN,DNA PANEL AMEN0 TO 70 R 44.91 ro 009440 ' - �%�i ro MW4 �,JJ 106790 &MT 134 E 141* AT&T ROW PANEL ANTENNA 10:701 TO RE REMOVED RENN1 2743' SCALE 1- 1/7.1• -0' PROPOSED CONFIGURATION I 2 24'00' SCALE ,- . ,• -0' 11.•17. SCALE: 111 - l' -7 1 e o - 1• EXISTING ANTENNA CONFIGURA I. I 1 11•.17. 57.,1. 3/4_ • f -0• s 6 1 ANTENNA T 14601ae11ED. at &t Your world. Delivered. PACOIC 7040/0011 SERVICES. ' •� b. HAL 1 REGISTERED ARCHITECT STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08120111 SOUTHCE-NTER. REVISIONS PATE PIN/ 63013> FON IVO 111.1110• -*4 ISO RN PR 0630.00s NOT MR CONSTRUCTION UNLESS LA2DED AS C0NSTRUC19N SET SHEET TREE AN1E114 GGNPri110TON5 SHEET NUMBER FZF -1 MANUFACTURER: PORI:MAW NOME P55- 11 -21.11-RR RLR.IIf: 70.0 LEIS DIM0mo°: RASE' . 1)0' . DD. NREGUD C1, REFER 10 RE DATA MEET MEMMIGAL 002011LT I2 .O RACKET 1ANUFACT MFR: SADDEN 1200EU SC010I852 REOME: 01.1 LEIS 0.MESONS: 95.0. 2 I12W N 2.W RREOwcr: REFER TO FP DATA MEET 100.042 t ICs RAOm a LAMIFAC10RERT KM COMMONCA1ION5 MODEL: AM- 2-G0- 10- 65- 0m -RE1 (72D MGR: AB.s Las MME O& 11A' R 54 R 72.0' FREOIflCl: REM 10 RE DATA MEET i at&t Your world. Delivered. PAC61C MECUM SERVICES. LLD RF REMOTE ELECTRICAL DODRLT ACTUATOR. TOT OCR - 41-50-04 RCA w•E0 SURGE PROTECTION WS 101 RE CONRECTOP. ,YP REMOTE ELECTRICAL mRNNT ACTUATOR. TYP RE CONNECTOR. TT REMOTE ELECTRCAL COMMIT A05 RAIDEL M SHOE FIBER /DC SCHEMATIC R1) T'ii sDAi 8 AT&T GPs ACORN 1 7/1. 0.0. PPE POWERWAVE ANTENNA SPECIFICATIONS - �..�.' /.' -1 -0 7 rA,r _orb -r-0.. - KMW ANTENNA SPECI�F.ICr.3 :1 -u: ATIONSI •:iJO: cr•'r: 6 REMOTE ELECTRICAL 0OMIm2T ACTUATOR. 11P RF C0.RNECIOM ttv RE CONNECTOR. 1TP REMOTE ELECTRICAL UORTRET ACTUATOR MoRpRLE EBGM[ MME KATHREIN ANTENNA SPECIFICATIONS 3/4:i10: 1 1/11 PPE R1a,4EO IN MwN1.D .M (1010.1) MITA, SOM. 0C SURGE PROTECTOR 5NRO -s0 STEEL SENDING 1400M SITE PRO 1 PPE ID PPE CAMP SET (Port/ ACPORAT ELEVATION RAYCAP SQUID MOUNTING MONOPOLE 0210 -OFT sre¢ BENDING Mow, 1 1/102 PPE INCLINED IN MOUNTING NR (131541) RUC*? -.GAUD' 0C SURGE PROTECTOR MES 1. LOCATION OF AKRON MIST NINE CLEAR VCR OF MNMId1 UV AND MICR NAVE AMT BOCNACES MIMING 0.2 OF THE SURFACE AREA OF A NEMCSRRRE AROUND TIE CPS ANTENNA. I ME CPS ANTENNA LOCATORS OUOLBE ABLE ,0 RECENE CYAN SONARS FROM A EMM A OF POI,R (.) SATEURTS. TEMPT M3N MANNED CPS BFiORE TNIL LOCATOR OF BAS ANTENNA MANUFACTURER ACATEL -LUCENT 0000: 0142 RR■ 1004012_15,5 (La. R MEIC0A: EI' RRRN: 10. Deft DE 1511' ROGN,: Las POUNCING PPE RAYCAP SCUD' 0C SURGE PROTECTOR NOTE: To 1E INSTALLED CISME 1 FEET OF RADIO wO MAN W ACIER. RAYCAP 11000: IN CC1- 41- 50-1 6-v MONO' GPS MOUNTING DETAIL RRH 700MHZ DETAIL, 11 i4.45. ,L::;: 4 ,;.4: o: 3 RRH AWS DETAIL ' 2 :; -: ROOM° MACRET E1 MANUFACTURER RAYCAP SQUID DETAIL, Off 1A TI[ mOR A1OM CWRAINE0 IN ROT SE OF CONSm00000 wcv*ONTS IS P°PROEMP ER NATURE. AMY USE OR 0ISa0MU0 000 MAN MU IMAM MATES To CARRPR SEn0ES IS STRICTLY PROMOTED. RI•A R.r• b. HAL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08(20111 SOUTH CENTER REVISIONS Ems 291 MW WM= P.1 RD IMMO NW, MO RR Mil 011111.00:11 NOT FOR CONSTRUCTION UNLESS U90ED AS CONSTRUCTION SET SHEET TITLE RF t EwRMENT DREADS SHEET NUMBER R_F -2 0 CAD wan (TTP). SEE DEAL 2/E-2. O 13610 ANTENNA GROUT) BUS BA* NEAR AT TOP OF MONOPOLE TN CORM GROUND KIT. SEE DMA. 6/0 -2 FM FOR GROUT R CROWD BAR CONSTRUCTION. SEE DETM CONIECI0E N40 SEE DETAR 6/0 �4 EFOR 045* GROUNDING. TO O3 MDT MDT OTLE CROWD bus BAR AT NM OF MONOPOLE SEE CETAI 0/0 -2 FOR GROUND 6W CONSTRUCTION. SEE DETAIL 7/E-2 2O FM 0000000 .N 0GOUE MORMONS AND SEE DETAIL 5/0 -2 FOR O• GROUND BUS MOUNT �/6RATa P"I.. GROUT AR T i0 ENA MONOPOLE vroLfl0*0Dwm MOs BM (TYP (Ada OW BAN ME DE7.,_ 1/E -2. 6 6 AWG 700A.13 ROf5 MOUND TO ANTENNA GROUND 5.6 BAR OF 3) SEE DISTAL 6/E -2. OI6 NMI AR GROUT GRLI 1G NRENN GROUND BUS MR iTYP OF 3) SEE DETAIL 5/E -2. 6055 MOs OTTAWA 10 TE ND EOSTIMO semi Gem.. P ANC ROMP Duo MOUND TO ANTENNA GROUT MS (TYP O 3) SEE CELE 3/E -2. ®/2 MG 00.040E 0 m BE i*0 Nm IXMm brom PGF MONOHV%E WIN GROUND BAR M GROUND at &t Your world. Delivered. PACIFIC TELECOM SERVICES. LLL s ANG LET TORMENT MOUND TO TIE IWO MIMING SISTER RUC GROUNDING NOTES & LEGEND GENERAL GROUNDING MOTE: I. ALL MAILS ARE MOWN N GENERAL TERM:. ACTUAL INSTALLATION! AND 0061041WN MAY MARY WE O SDI SPECIFIC CONDITIONS. 2. MOLD ALL ANENT BASES, FRAM. CAME RU16. AND OVER METAL C CONOENIS USW GROUND MIRES MO 0ODCT TO SURFACE MOUNTED NOS BARS FOAM ANTENNA MOD Ms WNFACNRES MOTES FOR GROUNDING RTUMEILEIrt. GMMAO WAS MELD AT B0111 ENE AT ERR FROM TORUS M POLE MC MPAS PRACTICES 3. ALL GROUT WIMCTION6 SNML 5002000» AIL WIRES OWL BE COPPED TNMN/T IN. ALL MONO NNE SIAM E GREED MTULA= NNE TOME GROUND. 4. CONTRACTOR TO VERIFY MO Tar GROUND TO SOURCE. GROUNDING AND ORE* OPERATIONAL MOT MU. E OINSSED ST AT&T 6NEESS. U.C. REPRESENTATIVE s. REFER TO DIMON 16 *ENTUL ELmec: CORRAL ELECTRICAL PRWMC14 WV COMPLY MTIH ALL REQUIREMENTS OF MOUSING STANDARDS. 6. ELECTRICAL CONTRACTOR TO TUDORS DETAILED DESIGN OF WOUNDING SYSTEM. ANO EGENE APPROVAL O DESIGN BY AUTHORIZED AT&T MOETIY OOP005ENIATME. PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PROM 000UMFM ALL CAOMELDS AND WOUND MG T. HDIVY CONSTRUCTOR YAW.I E TIRE AE NIT SFTE. LIES INSTALLING ORWwDIO PST. WE TO SITE SOIL CONDITIONS. SYMBOL OESCRE•WN STOOL DES0RPTON GROUmRO ROD RITES 24-.36- SCAM I. SCHEMATIC GROUNDING PLANT 1 • COPPER GROUND ROD • CAMELD CONNECTION • ME SKIM DADNETD ® TEST REL I■ GROUND BAR t t FIELD VERIFY A 1E INTO FM5NO GROUNDING SYSTEM (.NEE 0*0. E) ELECTRICAL CONTRACTOR SHALL ORDER GROUND REssronGE TESTI. O NCE THE GROUT SYSTEM Na BEEN 0157AIEED: A 00.0000 Rm1OUM, UTILIZING THE FALL OF POTENTIAL METHOD. SHOULD P ERFORM THE TEST. THE REPORT 0 OW THE LOCATOR Of of NO M TEST A CO MO NO LESS THAN S 1 MOW POINTS ALONG THE TESTING LINE GRAPHED our M MOM THE NATFAI 2 TM MOUND TEST OR 3 POOR 620 TESTS MI. NOT E ACCEPTED AS ALIED MMES To THE AFORE MMONED GROUND TESTS. TEST SHALL E PERFORMED NME 100 0.11102POSE 5 ISOLATED FROM TIC NC SYSTER MOs PAO 05100 DORRARUTIONS FAMED, THE WORw10N OWL.. N 0*5 SE OF CONSTRICTOR DOCUMOTS 5 PROPN[18Y R NATURE ANY *00 OR DISCLOSURE ORER TAN THAT MICH RELATES TO CATER SUMS 5 STRICTLY PROMOTED. REGISTERED ARCHITECT RI • *2•�' • b. HAL STATE OF WASNINGTONJ EXPIRATION DATE OF THE LICENSE: 08/20t11 REVISIONS DATE WM. =ILO SOS ISO ReNCS =SS RS RR. 060113171 NOT FOR CONSTRUCTION TIMMS LABELED AS CONSTRUCTOR SET SHEET TITLE SLOLA= CROOKING PLAN SHEET NUMBER E -1 NOT USED 1i'.`ITOr SAME NOT ID SC. 5 NOT USED ;'SIT= ` . 10_ _ 14 NOT USED N•.lS. SCALE: NOT TO SCR. 11.01) SCA E. NOT TO SCALE. NOT USED 1 Je NTO NN 1-xlr SCA NOT NOT USED ro II off x +•.De, .oT n•.t> .or ro NOT USED ?i:M: s xE NMOfoT m Soul 8 miPETR GROUND BAR ON WAIL MIME. COON IOER ON ANTENNA TOWER NOT USED iitii°r sfui c NI m Mix 10 FS AM FROM ANTENNA MAIO .DUE LUG. OR CLOT. C WELD 10 BE USED RON /x AM BCW TO GROUND COrmucroR STALL BUILDING SEW. OR GROUND RING GROUND , BE ELUNATED WOVEN GROUND B. 6 _ EILCIRC LLY DONNED TO MEL METAL 10.17/1.12M GROUND BARS AT BOTIOU AP Of IORERS/L1I POLES STRUCTURE PONE U SMALL ONLY USE OWNER= WEMS. GROUND WIRE INSTALLATION n•.tr NOTE: CWT AU. MEC... CONNECTIONS 5I114 -woe OR APPROVED EQUAL NEV CO.. OM. RTS W/ LONG BARREL COMPRESS!. COME LLYS. AnACM ro GROUND BAP • INSTALL BY /. *ENN CONTRACTOR (CADWEUD TYPE-GO NEW +•A N•. t /+• MA COPPER WOUND O BAP. MSTALUM BY GENERAL CONTRACTOR 0000 0 0 0 0 0 0 0 0 0 0000 0 0000 O 0 0 0 0 0 0 0 0 0°°° 0 0 0 0 0 0 0 0 0 0 0 MD NERRY /x wow BARE 00- COPT. WIRE CABWEID (TYPE MC= 1.00 NOT INSTALL CABLE GROUND NB AT A BEND N! ALWAYS DIRER GROUND WIRE DOWN TO GROUND BAR 2 GRGJ.DO0 ET SW. BE TYPE AM PART NUMBER 0 SUPPED OR REOOYEIRDED BY WILE M NUFAGYOD. S. MITER PROOL5C MALL BE 1410 -PAT TAPE ET. COLD TROOS SMALL NOT BE U40. CABLE GROUND KIT CONNECTIONI ii;;Y suuE. RDT m Mil COM .UMPE R (TM .) at &t Your world. 01.1.1.5 PACIFIC TELECOM SERVICES. ILL GROUND BAR= �i {ii• NDr Trop j 9 CONNECTOR WGTIERPROOT C RIf(.1.3 SEE NOTEx ANTENNA WBL TO BS MOVE. (1P.) CEAINEAPRW.0 !T cm.) GROUND FIT (TYR) 10 A5c COPPER ANIMA MOUND BAP. WTM DSUA0RS BONGED aPECRY ro TOP Of UMW PORE OR UTILITY TOLE tom: TO GNpI.D ROVE W NOT PSTNL CABLE GROUND IR AT A BEM AND 4WAK DIRECT GLUE WIRE CONN TO A TENIW GROOM BAR. 50511 R PROC.. SRMLL BE 11110 -PART TAPE EE. GOLD 5)0050 SNARL NOM BE USED. GROUND CABLE CONNECTIONCONNECTION= ii :ii• SDNE OUT m MI 5 NOT USED i it Off NMOfaTm sou 4 NOT USED Zi:iYS tLm minx OE DOORMATEIN CONTANEO N INS SET Of CONSTRUCTION DOCUEN1S 5 P10PRATART BY NATURE. ANT W. OR 0650SURE MICR TUN OAT 014N RELATE! 112 CAW. SONG. 15 STRKTLY AND 0SS ffilSl Tmr c• DRUZ CADWELD GROUNDING CONNECTIONS si01: VIA O 2 NOT USEQ1— x: w• Nm 113 MI I u .v rm ro v, P REGISTERED ARCHITECT RI •�f�' •• b. HAL STATE OF WASHINGTONI EXPIRATION DATE CF THE LICENSE 0320111 SOUTHCENTER REVISIONS DATE Nevi WAIN 40004 07.0 FM 70. 007001 NOT FOR CONSUUCNON UNLESS LABELED AS CONSTRUCT. SET SHEET TITLE CNOINM! DETAILS SHEET NUMBER E -2 LTTLWASSO5 September 23, 2003 TRK Engineering Ltd. Suite 201, 17688 — 66th Ave. Surrey, BC V3S 7X1 (604) 574 -6432 Fax (604) 574 -6431 e -mail: mail@trkeng.com AT &T WIRELESS SER CES 850 Overlay / UMTS Pro ect 2729 Prospect Park Drive, Suite 200 Rancho Cordova, CA 956 0 Re: STTLWASSO5 Sou center Structural Anal sis of Existin 115' Mono ole We are pleased to submit s r report for the structural analysis of the above referenced Monopole. The 115' Monopole has • n analyzed as per the required wind speed and antenna configuration below. Based on the results of the analysis, his monopole meets the requirements of the TIA/EIA -222 -F Standard for the loading considered. Please refer o the Analysis Results section in this report for more information. No information about th existing monopole foundation is available at this time; therefore, the capacity of foundation could not be verified. owever, assuming the foundation was designed for the capacity of the monopole, the foundation would have s fficient capacity to support the existing and proposed loading. TRK Engineering Ltd. has not confirmed this assum ' tion. Existing Antennas: Elev. Antenna Mount Mount TX Line Carrier Comments 117' (3) DB810 Omni Existing Platform (3) 7/8" AWS (1) Allgon 7721 c/w (2) MHA's 117' (8) Panel (12 "x 4') Existing Platform (8) 7/8" AWS Antennas to be removed 117' (2) Allgon 7129 Existing Platform (2) 7/8" AWS Antennas to be removed 117' (3) Allgon 7262 c/w (6) MHA's Existing Platform (6) 7/8" AWS AWS 80' (1) GPS (0.5 sq.ft.) Standoff Arm (2) 1/2" AWS Proposed Additional Antennas: Elev. Antenna Mount TX Line Carrier Comments 117' (2) EMS RR33- 2000 -PL4 c/w (4) MHA's Existing Platform (2) 7/8" AWS 117' (1) Allgon 7721 c/w (2) MHA's Existing Platform (1) 7/8" AWS 117' (2) Allgon 7920 Existing Platform (2) 7/8" AWS 117' (2) Kathrein 739.684 Existing Platform (2) 7/8" AWS 117' (2) EMS RR45- 14- XX -AL2 Existing Platform (2) 7/8" AWS Should you have any questi ' ns or wish to discuss any aspect of this report, please contact the undersigned. Regards, TRK Engineering Ltd. Petar Atanackovic, PE Washington PE Reg. No. 3 ' 818 exams 4/20/ ZOO,' I ENGINEERING ill j Table of Contents Introduction 1 Load Criteria 2 Analysis Results 3 Conditions of An . l ysis 5 Design Calculatio s 6 ENGINEERING TRK Engineering Ltd. Suite 201, 17688 — 66th Ave. Surrey, BC V3S 7X1 Phone (604 )-574 -6432 Fax (604 )-574 -6431 e -mail: mail@trkeng.com AT &T Wireless Services 850 Overlay / UMTS Proj 115' Monopole Introduction TRK Engineering Lt existing 115' monop determine if the mon the proposed antenna Information regardin drawing set prepared Based on the resul Standard for the to more information. No information abo capacity of foundati the capacity of the and proposed loadin Mono • ole Informatio Type: Manufacturer: Origination Date: Site Name: Site Location: Description: ENGINEERING Southcenter (STTLWASS05) King County, WA September 23/03, Rev. 0 . has been retained by AT &T Wireless to perform a structural analysis of the le at Southcenter, Seattle, King County, WA. The purpose of this analysis is to pole will be in compliance with TIA/EIA -222 -F when supporting the existing and onfigurations. the monopole dimensions and steel properties has been obtained from the original y Power Structures Inc., No. GS46134, dated 05/28/90. of the analysis, this monopole meets the requirements of the TIA/EIA -222 -F ing considered. Please refer to the Analysis Results section in this report for t the existing monopole foundation is available at this time; therefore, the n could not be verified. However, assuming the foundation was designed for onopole, the foundation would have sufficient capacity to support the existing . TRK Engineering Ltd. has not confirmed this assumption. 115' Monopole Power Structures Inc. 1990 Southcenter 15700 Nelson Place, Seattle, WA 98188 The Monopole is a 12- sided, tubular monopole tapered from the diameter at ground level of 35" to the peak diameter of 14.5 ". The monopole in question is comprised of 3 sections with telescopic connections. TRK Engineering Ltd. Suite 201, 17688 — 66th Ave. Surrey, BC V3S 7X1 Phone (604) -574 -6432 Fax (604) - 5746431 e -mail: mail @trkeng.com Page 1 AT &T Wireless Services 850 Overlay / UMTS Proj 115' Monopole Load Criteria Wind Load: Per TIA/EIA -•22 -F King County, WA Load Case 1: :0 mph Basic Wind Speed without ice, Load Case 2: . 9.3 mph Basic Wind Speed with t /z" ice. Existing Antennas: Southcenter (STTLWASS05) King County, WA September 23/03, Rev. 0 Elev. Antenna Mount Mount TX Line Carrier Comments 117' (3) DB810 Omni Existing Platform (3) 7/8" AWS (1) Allgon 7721 c/w (2) MHA's 117' (8) Panel (12 "x 4') Existing Platform (8) 7/8" AWS Antennas to be removed 117' (2) Allgon 7129 Existing Platform (2) 7/8" AWS Antennas to be removed 117' (3) c/w Allgon 7262 (6) MHA's Existing Platform (6) 7/8" AWS AWS 80' (1) GPS (0.5 sq.ft.) Standoff Arm (2) 1/2" AWS Proposed Additional tennas: Elev. Antenna Mount TX Line Carrier Comments 117' (2) EMS EtR33- 2000 -PL4 c/w (4) MHA's Existing Platform (2) 7/8" AWS 117' (1) Allgon 7721 c/w (2) MHA's Existing Platform (1) 7/8" AWS 117' (2) Allgon 7920 Existing Platform (2) 7/8" AWS 117' (2) Kathrein 739.684 Existing Platform (2) 7/8" AWS 117' (2) EMS RR45- 14- XX -AL2 Existing Platform (2) 7/8" AWS TX Line Confi ratio The analysis assumes the proposed (9) 7/8" TX lines are installed within the monopole along with the existing lines, making a total of (30) TX lines inside the monopole. NGINEERING TRK Engineering Ltd. Suite 201, 17688 — 66th Ave. Surrey, BC V3S 7X1 Phone (604) -574 -6432 Fax (604) -574 -6431 e -mail: mail @trkeng.com Page 2 AT &T Wireless Services 850 Overlay / UNITS Proj 115' Monopole Analysis Results This analysis assume non - corroded conditi A licensed copy of poles) was used to p sections, the monopo ice). The allowable capaci Monopole Sections: t Southcenter (STTLWASS05) King County, WA September 23/03, Rev. 0 that the monopole members and associated hardware are in good, undamaged, and n. S Tower (a computer analysis program for self - supporting tubular communication rform this analysis. In order to calculate the maximum stresses in the monopole e has been checked for 24 different load cases (12 wind directions with and without It of the monopole members was calculated as per TIA -EIA- 222 -F. Section Wall Thickness (in) Location (Ft) Total Stress (ksi) Allowable Stress (ksi) Max. Stress* ( %) A 0.3125 0.0 46.5 52.0 89.5 15.1 45.4 52.0 87.4 37.8 43.0 52.0 82.7 B 0.2500 37.8 53.4 52.0 102.6 ** 53.2 48.5 52.0 93.3 76.2 39.2 52.0 75.3 C 0.2188 76.2 44.5 52.0 85.6 91.7 34.0 52.0 65.3 115.0 4.1 52.0 7.9 *Maximum stre shown as percentage of Allowable Capacity, values over 100 indicate overstressed condition. * *Overstress of p to S% is acceptable. The maximum stress •f 53.4 ksi occurs at the base of Section B (elev. 37.8'). This stress is 2.6 % higher than the allowable c pacity of the section, which is within the industry acceptable limit of 5%. As a result, the monopole is adequate to take the additional loads associated with the proposed antenna configuration. Mono le Base Reac ons: Load Case Moment (kip ft) Shear (kip) Axial (kip) 80 mph Basic Wind Speed without ice 1141.9 14.0 10.1 69.3 mph Basic Wind Speed with 1/2" ice 1014.3 12.2 - 12.9 ENGINEERING TRK Engineering Ltd. Suite 201, 17688 - 66th Ave. Surrey, BC V3S 7X1 Phone (604 )-574 -6432 Fax (604 )-574 -6431 e -mail: mail @trkeng.com Page 3 AT &T Wireless Services 850 Overlay / UMTS Project 115' Monopole Base Plate and Anchor Bolts Southcenter (STTLWASS05) King County, WA September 23/03, Rev. 0 The base plate and anchor bolts were analyzed for the proposed antenna loading. It was found that the maximum stress in the anchor bolts and the maximum stress in the base plate is less than the allowable stress; therefore, the base plate and anchor bolts are adequate to resist the proposed antenna loading. Foundations No information about the existing monopole foundation is available at this time; therefore, the capacity of foundation could not be verified. However, assuming the foundation was designed for the capacity of the monopole, the foundation would have sufficient capacity to support the existing and proposed loading. TRK Engineering Ltd, has not confirmed this assumption. rENGINEERING TRK Engineering Ltd. Suite 201, 17688 — 66th Ave. Surrey, BC V3S 7X1 Phone (604) -574 -6432 Fax (604) -574 -6431 e -mail: mail @trkeng.com Page 4 AT &T Wireless Services 850 Overlay / UMTS Project 115' Monopole Conditions of Analysis Southcenter (STTLWASS05) King County, WA September 23/03, Rev. 0 Unless informed otherwise, TRK Engineering Ltd. will assume the subject structure and its components have been constructed and installed in accordance with the drawings and specifications and that they have not been subject to corrosion or deterioration to a degree that they will not perform as initially designed. In the absence of information to the contrary, TRK Engineering Ltd. will assume no member capacities have changed from their "as new" condition. Engineering services performed by TRK Engineering Ltd, are based on the assumption that information provided to us is up to date and accurate. This information includes but is not necessarily limited to the following: • Information including drawings, reports or field measurements supplied by the owner, client or others regarding the structure, appurtenances, transmission lines, dimensions, member properties, components, condition and other relevant information. In the absence of information indicating otherwise, TRK Engineering Ltd. will perform all work in accordance with the minimum values required by the latest revision of the ANSI/TIA/EIA -222 Standard and will not imply to meet the requirements of other codes or requirements unless specifically agreed to in writing. All services rendered and work performed by TRK Engineering Ltd. will be in accordance with generally accepted engineering practices and will take into account promotion of public welfare, safeguarding life, health and property, and the best interest of our client. TRK Engineering Ltd. is not responsible for the conclusions, opinions or recommendations made by others based on the information we supply. 'ENGINEERING TRK Engineering Ltd. Suite 201, 17688 — 66th Ave. Surrey, BC V3S 7X1 Phone (604) -574 -6432 Fax (604) -574 -6431 e -mail: mail @trkeng.com Page 5 DESIGN CALCULATIONS 115' Monopole ENGINEERING Prepared for: AT &T Wireless Southcenter (STTLWASS05) King County, WA TRK Project #: 0373 -169 Prepared by: Petar Atanackovic, PE Washington PE Registration No. 39818 September 23/03, Rev. 0 TS Tower - v 3.0 Monopole Analysis Program Licensed to: TAX Engineering Ltd., Surrey, BC, Canada (c) 1998 TowerSoft, Windsor, Ontario. Customer: AWS Project: 0378 -051 DESIGN SPECIFICATION Design Standard: EIA -222 -P Wind speed . 80.0(mph) Site : South Center - Seattle Ice thickness . 0.50(in) Contract: SS05 Engineer: P.A. File: C: \MyJobs \Monopole \Southcenter \Sep- 23- 03 \eep- 23- 03.tap Sct. Length Overlap Top Dia. Bot Dia. Thick. (ft) (ft) (in) (in) (in) 1 41.78 4.00 27.21 35.00 0.3125 2 41.64 3.22 20.60 28.36 0.2500 3 38.80 0.00 14.50 21.53 0.2188 115.00 MAXIMUM BASE REACTIONS Bare Iced Download (Ripe) 10.1 12.9 Shear (Mips) 14.0 12.2 Moment (Hipeft) 1141.9 1014.3 Drawn by AWS Date SCALE DRAWING NO. Rev. Project: 0378 -051 N.T.S. 1 TS TOWER - v 3.0 Tower Analysis Program Licensed to: TRR Engineering Ltd., Surrey, BC, Canada (c) 1997 -2002 TowerSoft, Mississauga, Ontario. Page A 1 File: C: \MyJoba \Monopole \Southcenter \Sep- 23- 03 \aep- 23- 03.out Contract: SS05 Project: 0378 -051 Date and Time: 9/23/2003 1:45:42 PM Section A: PROJECT DATA Project Title: Customer Name: Site Name: Contract No.: Revision: Engineer: Date: Time: 0378 -051 AWS South Center SS05 1 P.A. Sep 23 2003 01:45:26 PM Design Standard: EIA -222 -F DESIGN WIND CONDITIONS Wind speed: Ice thickness: Start Wind direction: End Wind direction: Increment Wind direction: Elev. above ground: Wind pressure reduction for iced conditions: Increase Allowable Stress: Increase allowable stress: Wind only condition: Wind and ice condition: SERVICEABILITY WIND CONDITIONS Wind speed: Ice thickness: Start wind direction: End wind direction: Increment wind direction: Wind only condition: Wind and ice condition: Material Density: Young's Modulus: Poisson Ratio: Seattle 80.00(mph) 0.50(in) 0.00 (Deg) 330.00 (Deg) 27.50 (Deg) 0.00 (ft) 0.75 1.00 Yes Yee Yes 50.00(mph) 0.00(in) 0.00 (Deg) 330.00 (Deg) 27.50 (Deg) Yes No 490.1(lbs /ft"3) 29000.0(kai) 0.3 Revision: 1 Site: South Center - Seattle Engineer: P.A. TS TOWER - v 3.0 Tower Analysis Program Licensed to: TRK Engineering Ltd., Surrey, BC, Canada (c) 1997 -2002 TowerSoft, Mississauga, Ontario. Page B 1 Pile: C: \MyJoba \Monopole \Southcenter \Sep- 23- 03 \sep- 23- 03.out Contract: SS05 Project: 0378 -051 Date and Time: 9/23/2003 1:45:43 PM Section B: STRUCTURE GEOMETRY Total Height (ft) 115.00 Bottom Diameter (in) 35.00 Top Diameter (in) 14.50 Revision: 1 Site: South Center - Seattle Engineer: P.A. Sect. No Length Overlap Bot Dia. Top Dia. Thick. Sides Yield Stress Mass (ft) (ft) (in) (in) (in) (lba) 1 41.78 4.00 35.00 27.21 0.3125 12 -sided 65.0 4395.6 2 41.64 3.22 28.36 20.60 0.2500 12 -sided 65.0 2757.7 3 38.80 0.00 21.53 14.50 0.2188 12 -sided 65.0 1651.2 T8 TONER - v 3.0 Tower Analysis Program Licensed to: TRR Engineering Ltd., Surrey, BC, Canada (c) 1997 -2002 TowerSoft, Mississauga, Ontario. Page D 1 File: C: \MyJebe \Monopole Contract: SS05 Project: 0378 -051 Date and Time: 9/23/2003 Section D: TRANSMISSION Transmission Lines Posi No. Sot El Top El (ft) (ft) 1 0.00 115.00 Transmission Lines Deta No. Desc. 1 LDF4P -50A \Southcenter \Sep- 23- 03 \sep- 23- 03.out 1:45:44 PM LINE DATA tion Desc. Revision: 1 Site: South Center - Seattle Engineer: P.A. Radius Az. Orient. No. Shielded Shielded Antenna (ft) Lines LDF4P -50A 1.60 0.00 90.00 1 No 0 ils Width Depth Unit Mass (in) (in) (lb /ft) 0.63 0.63 0.15 TS TOWER - v 3.0 Tower Analyaie Program Licensed to: TRX Engineering Ltd., Surrey, BC, Canada (c) 1997 -2002 TowerSoft, Mississauga, Ontario. Page E 1 Pile: C: \MyJabs \Monopole Contract: SS05 Project: 0378 -051 Date and Time: 9/23/2003 Section E: LADDER DATA Ladder Position No. Bot El Top El (ft) (ft) 1 0.00 115.00 Ladder Details No. Rung Deac. 1 L 2x2x0.25 \Southcenter \Sep- 23- 03 \eep- 23- 03.out 1:45:44 PM Width Height Az. (in) (in) 5.50 12.00 0.00 Rail Deac. (None) Radius Orient. (ft) 1.79 90.00 Reviaion: 1 Bite: South Center - Seattle Engineer: P.A. TS TONER - v 3.0 Tower Analysis Program Licensed to: TRR Engineering Ltd., Surrey, BC, Canada (c) 1997 -2002 TowerSoft, Miseieeauga, Ontario. Page P 1 File: C: \MyJobe\ Monopole \Southcenter \Sep -23 -03 \asp- 23- 03.out Contract: SS05 Project: 0378 -051 Date and Time: 9/23/2003 1:45:45 PM Section F: POINT LOAD DATA Revision: 1 Site: South Center - Seattle Engineer: P.A. No. Elev. Radius Az. Bare Area Iced Area Bare Wt. Iced Wt. (ft) (ft) (ft "2) (ft"2) (kips) (kips) 1 80.00 1.50 90.0 0.84 1.15 0.03 0.04 2 80.00 3.00 90.0 0.50 0.65 0.03 0.03 3 117.00 3.10 60.0 7.11 8.19 0.09 0.14 4 117.00 3.10 180.0 7.11 8.19 0.09 0.14 5 117.00 3.10 300.0 7.11 8.19 0.09 0.14 6 117.00 3.10 60.0 1.67 2.18 0.02 0.03 7 117.00 3.10 180.0 1.67 2.18 0.02 0.03 8 117.00 3.10 300.0 1.67 2.18 0.02 0.03 9 117.00 3.10 60.0 2.33 2.69 0.03 0.05 10 117.00 3.10 180.0 2.33 2.69 0.03 0.05 11 117.00 3.10 300.0 2.33 2.69 0.03 0.05 12 117.00 0.00 0.0 8.17 8.58 0.20 0.31 13 117.00 3.10 0.0 3.50 4.22 0.04 0.07 14 117.00 3.10 120.0 3.50 4.22 0.04 0.07 15 117.00 3.10 240.0 3.50 4.22 0.04 0.07 16 117.00 6.20 0.0 4.89 6.53 0.03 0.07 17 117.00 6.20 120.0 4.89 6.53 0.03 0.07 18 117.00 6.20 240.0 4.89 6.53 0.03 0.07 19 117.00 3.10 60.0 2.68 3.12 0.01 0.02 20 117.00 3.10 180.0 2.68 3.12 0.01 0.02 21 117.00 3.10 300.0 2.68 3.12 0.01 0.02 22 117.00 3.10 60.0 1.43 1.56 0.01 0.02 23 117.00 3.10 180.0 1.43 1.56 0.01 0.02 24 117.00 3.10 300.0 1.43 1.56 0.01 0.02 25 117.00 6.20 0.0 7.00 7.51 0.03 0.06 26 117.00 6.20 240.0 7.00 7.51 0.03 0.06 27 117.00 6.20 0.0 1.43 1.56 0.01 0.02 28 117.00 6.20 240.0 1.43 1.56 0.01 0.02 29 117.00 3.10 300.0 3.37 3.80 0.01 0.03 30 117.00 3.10 300.0 1.43 1.56 0.01 0.02 31 117.00 3.10 60.0 7.97 8.40 0.04 0.08 32 117.00 3.10 180.0 7.97 8.40 0.04 0.08 33 117.00 6.20 120.0 5.11 5.54 0.03 0.06 34 117.00 6.20 240.0 5.11 5.54 0.03 0.06 35 117.00 6.20 0.0 7.00 7.41 0.03 0.06 36 117.00 6.20 120.0 7.00 7.41 0.03 0.06 TS TOWER - v 3.0 Tower '.alyeis Program Licensed to: TRK Engine -.ing Ltd., Surrey, BC, Canada (c) 1997 -2002 TowerSoft, Mississauga, Ontario. Page G 1 File: C: \MyJobe \Monopole Southcenter \Sep- 23- 03 \eep- 23- 03.out Contract: SS05 Project: 0378 -051 Date and Time: 9/23/2003 1:45:53 PM Section G: WIND LOAD DAT Load Combination Wind Direction Pole Wind Data Wind Only 0.00 (deg) Revision: 1 Site: South Center - Seattle Engineer: P.A. Element Top Elev Bot Elev Top Dia Bot Dia. Top Pres. Bot Press. (ft) (ft (in) (in) (paf) (pef) 15 115.00 107 24 14.50 15.91 39.55 38.77 14 107.24 99. 8 15.91 17.31 38.77 37.95 13 99.48 91. 2 17.31 18.72 37.95 37.08 12 91.72 83. :6 18.72 20.12 37.08 36.15 11 83.96 76.'0 20.12 21.53 36.15 35.16 10 76.20 68. .2 21.53 22.63 35.16 34.11 9 68.52 60. :3 22.63 24.06 34.11 32.97 8 60.83 53. 5 24.06 25.50 32.97 31.72 7 53.15 45. 7 25.50 26.93 31.72 30.34 6 45.47 37. 8 26.93 27.96 30.34 28.78 5 37.78 30.'3 27.96 29.37 28.78 27.64 4 30.23 22. 7 29.37 30.77 27.64 27.64 3 22.67 15. 1 30.77 32.18 27.64 27.64 2 15.11 7.5• 32.18 33.59 27.64 27.64 1 7.56 0.0 33.59 35.00 27.64 27.64 Projected and Wind Area Pole Tx- ine Ladder Ra Top Drag Bot Drag Proj Area Pro Area Proj Area Factor Factor (ft'2) (ft 2) (ft'2) 15 9.83 0.4 0.25 0.07 1.03 1.03 14 10.74 0.4 0.25 0.06 1.03 1.03 13 11.65 0.4 0.25 0.06 1.03 1.03 12 12.56 0.4 0.25 0.05 1.03 1.03 11 13.47 0.4 0.25 0.05 1.03 1.03 10 14.14 0.4. 0.25 0.05 1.03 1.03 9 14.95 0.4. 0.25 0.04 1.03 1.03 8 15.87 0.4. 0.25 0.04 1.03 1.03 7 16.78 0.4. 0.25 0.04 1.03 1.03 6 17.57 0.4. 0.25 0.04 1.03 1.03 5 18.05 0.4. 0.25 0.04 1.03 1.03 4 18.93 0.4. 0.25 0.03 1.03 1.03 3 19.82 0.4. 0.25 0.03 1.03 1.03 2 20.71 0.4. 0.25 0.03 1.03 1.03 1 21.60 0.4. 0.25 0.03 1.03 1.03 TS TOWER - v 3.0 Tower Analysis Program Licensed to: TER Engineering Ltd., Surrey, BC, Canada (c) 1997 -2002 Towersoft, Mississauga, Ontario. Page G 1 File: C: \MyJobs \Monopol-\Southcenter \Sep- 23- 03 \eep- 23- 03.out Contract: SSO5 Project: 0378 -051 Date and Time: 9/23/2003 1:46 :02 PM Section G: WIND LOAD DATA Load Combination Wind Direction Pole Wind Data Wind and Ice 0.00 (deg) Revision: 1 Site: South Canter - Seattle Engineer: P.A. Element Top Elev Bot Elev Top Dia Bot Dia. Top Pres. Bot Press. (ft) (ft) (in) (in) (pef) (pef) 15 115.00 107.24 14.50 15.91 29.66 29.08 14 107.24 99.48 15.91 17.31 29.08 28.46 13 99.48 91.72 17.31 18.72 28.46 27.81 12 91.72 83.96 18.72 20.12 27.81 27.11 11 83.96 76.20 20.12 21.53 27.11 26.37 10 76.20 68.52 21.53 22.63 26.37 25.58 9 68.52 60.83 22.63 24.06 25.58 24.73 8 60.83 53.15 24.06 25.50 24.73 23.79 7 53.15 45.47 25.50 26.93 23.79 22.75 6 45.47 37.78 26.93 27.96 22.75 21.58 5 37.78 30.23 27.96 29.37 21.58 20.73 4 30.23 22.67 29.37 30.77 20.73 20.73 3 22.67 15.11 30.77 32.18 20.73 20.73 2 15.11 7.56 32.18 33.59 20.73 20.73 1 7.56 0.00 33.59 35.00 20.73 20.73 Projected and Wind Areas Element Pole Tx -Line Ladder Ra Proj Area Proj Area Proj Area (ft" 2) (ft "2) (ft "2) Top Drag Bot Drag Factor Factor 15 10.48 1.05 0.65 0.16 1.03 1.03 14 11.39 1.05 0.65 0.15 1.03 1.03 13 12.30 1.05 0.65 0.14 1.03 1.03 12 13.20 1.05 0.65 0.13 1.03 1.03 11 14.11 1.05 0.65 0.12 1.03 1.03 10 14.78 1.03 0.65 0.11 1.03 1.03 9 15.59 1.04 0.65 0.11 1.03 1.03 8 16.51 1.04 0.65 0.10 1.03 1.03 7 17.42 1.0A 0.65 0.10 1.03 1.03 6 18.21 1.04 0.65 0.09 1.03 1.03 5 18.68 1.03 0.65 0.09 1.03 1.03 4 19.56 1.03 0.65 0.09 1.03 1.03 3 20.45 1.04 0.65 0.08 1.03 1.03 2 21.34 1.09 0.65 0.08 1.03 1.03 1 22.23 1.03 0.65 0.08 1.03 1.03 TS TOWER - v 3.0 Tower Analysis Program Licensed to: TRR Engineering Ltd., Surrey, BC, Canada (c) 1997 -2002 TowerSoft, Mississauga, Ontario. Page G 1 File: C: \MyJobe\ Monopole\ Southcenter \sep- 23- 03 \aep- 23- 03.out Contract: 5905 Project: 0378 -051 Date and Time: 9/23/2003 1:46:08 PM Section 0: WIND LOAD DATA Load Combination Wind Direction Pole Wind Data Wind Only - Serviceability 0.00 (deg) Revision: 1 Site: South Center - Seattle Engineer: P.A. Element Top Elev Bot Elev Top Dia Bot Dia. Top Pres. Bot Press. (ft) (ft) (in) (in) (paf) (paf) 15 115.00 107.24 14.50 15.91 15.45 15.14 14 107.24 99.48 15.91 17.31 15.14 14.82 13 99.48 91.72 17.31 18.72 14.82 14.48 12 91.72 83.96 18.72 20.12 14.48 14.12 11 83.96 76.20 20.12 21.53 14.12 13.74 10 76.20 68.52 21.53 22.63 13.74 13.32 9 68.52 60.93 22.63 24.06 13.32 12.88 8 60.83 53.15 24.06 25.50 12.88 12.39 7 53.15 45.47 25.50 26.93 12.39 11.85 6 45.47 37.78 26.93 27.96 11.85 11.24 5 37.78 30.23 27.96 29.37 11.24 10.80 4 30.23 22.57 29.37 30.77 10.80 10.80 3 22.67 15.11 30.77 32.18 10.80 10.80 2 15.11 7.56 32.18 33.59 10.80 10.80 1 7.56 0.0) 33.59 35.00 10.80 10.80 Projected and Wind Areas Element Pole Tx -amine Ladder Ra Top Drag Bot Drag Proj Area Proj Area Proj Area Factor Factor (ft'2) (ft 42) (ft "2) 15 9.83 0.41 0.25 0.07 1.03 1.03 14 10.74 0.41 0.25 0.06 1.03 1.03 13 11.65 0.41 0.25 0.06 1.03 1.03 12 12.56 0.41 0.25 0.05 1.03 1.03 11 13.47 0.41 0.25 0.05 1.03 1.03 10 14.14 0.47 0.25 0.05 1.03 1.03 9 14.95 0.47 0.25 0.04 1.03 1.03 8 15.87 0.4) 0.25 0.04 1.03 1.03 7 16.78 0.4) 0.25 0.04 1.03 1.03 6 17.57 0.4) 0.25 0.04 1.03 1.03 5 18.05 0.4) 0.25 0.04 1.03 1.03 4 18.93 0.4) 0.25 0.03 1.03 1.03 3 19.82 0.4) 0.25 0.03 1.03 1.03 2 20.71 0.4) 0.25 0.03 1.03 1.03 1 21.60 0.4) 0.25 0.03 1.03 1.03 TS TOWER - v 3.0 Tower Analysis Program Licensed to: TRH Engineering Ltd., Surrey, HC, Canada (c) 1997 -2002 TowerSoft, Mieeiesauga, Ontario. Page H 1 File: C: \MyJobe \Monopole \Southcenter \Sep- 23- 03 \aep- 23- 03.out Contract: 2905 Project: 0378 -051 Date and Time: 9/23/2003 1 :46:15 PM Section H: STRUCTURE DISPLACEMENT DATA Revision: 1 Site: South Center - Seattle Engineer: P.A. Load Combination Wind Only - Serviceability Wind Direction Maximum displacements Elev. N -S Disp W -E Disp Vert.Disp N -S Rot W -E Rot Twist Rot (ft) (in) (in) (in) (deg) (deg) (deg) 115.00 3.99E +01 4.02E +01 - 9.83E -03 -3.29 3.32 -0.01 107.24 3.46E +01 3.48E +01 - 9.44E -03 -3.19 3.22 -0.01 99.48 2.95E +01 2.97E +01 - 8.99E -03 -3.01 3.04 -0.01 91.72 2.48E +01 2.50E +01 - 8.50E -03 -2.78 2.81 -0.01 83.96 2.05E +01 2.06E +01 - 7.96E -03 -2.52 2.54 0.00 76.20 1.66E +01 1.67E +01 - 7.38E -03 -2.24 2.26 0.00 68.52 1.32E +01 1.22E +01 - 6.79E -03 -1.99 2.00 0.00 60.83 1.02E +01 1.02E +01 - 6.15E -03 -1.73 1.74 0.00 53.15 7.63E +00 7.64E +00 - 5.46E -03 -1.47 1.48 0.00 45.47 5.47E +00 5.47E +00 - 4.73E -03 -1.21 1.22 0.00 37.78 3.72E +00 3.12E +00 - 3.95E -03 -0.96 0.96 0.00 30.23 2.36E +00 2.35E+00 - 3.26E -03 -0.76 0.76 0.00 22.67 1.32E +00 1.31E +00 - 2.51E -03 -0.56 0.56 0.00 15.11 5.82E -01 5.81E -01 - 1.72E -03 -0.37 0.37 0.00 7.56 1.45E -01 1.44E -01 - 8.81E -04 -0.18 0.18 0.00 0.00 0.00E +00 0.00E +00 0.00E +00 0.00 0.00 0.00 TS TOWER - v 3.0 Tower Analysis Program Licensed to: TAR Engineering Ltd., Surrey, BC, Canada (c) 1997 -2002 TowerSoft, Mississauga, Ontario. Page a 1 Pile: C: \MyJoba \Monopole \Southcenter \Sep- 23- 03 \aep- 23- o3.out Contract: SS05 Project: 0378 -051 Date and Time: 9/23/2003 1:46:21 PM Section K: POLE OUTPUT LOAD DATA Load Combination Wind Only Wind Direction Maximum Loads Elev. Axial Ld. Shear Ld. Torque Bend Mom. (ft) (kips) (kips) (kipsft) ( kipsft) 115.00 1.30E +00 5.82E +00 4.48E -01 1.12E +01 107.24 1.30E +00 5.82E +00 4.48E -01 5.88E +01 107.24 1.60E +00 6.29E +00 4.48E -01 5.88E +01 99.48 1.60E +00 6.29E +00 4.48E -01 1.10E +02 99.48 1.91E +00 6.78E +00 4.48E -01 1.10E +02 91.72 1.91E +00 6.78E +00 4.48E -01 1.66E +02 91.72 2.26E +00 7.29E +00 4.63E -01 1.66E +02 83.96 2.26E +00 7.29E +00 4.63E -01 2.25E +02 83.96 2.66E +00 7.85E +00 5.05E -01 2.25E +02 76.20 2.66E +00 7.85E +00 5.05E -01 2.89E +02 76.20 3.21E +00 8.42E +00 5.65E -01 2.89E +02 68.52 3.21E +00 8.42E+00 5.65E -01 3.57E +02 68.52 3.78E +00 8.97E +00 6.09E -01 3.57E +02 60.83 3.78E +00 8.97E +00 6.09E -01 4.29E +02 60.83 4.28E +00 9.54E +00 6.54E -01 4.29E +02 53.15 4.28E +00 9.54E +00 6.54E -01 5.05E +02 53.15 4.81E +00 1.01E +01 6.99E -01 5.05E +02 45.47 4.81E +00 1.01E +01 6.99E -01 5,.85E +02 45.47 5.37E +00 1.07E +01 7.45E -01 5.85E +02 37.78 5.37E +00 1 07E +01 7.45E -01 6.69E +02 37.78 6.22E +00 1.13E +01 7.89E -01 6.69E +02 30.23 6.22E +00 1.13E +01 7.89E -01 7.56E +02 30.23 7.16E +00 1,18E +01 8.32E -01 7.56E +02 22.67 7.16E +00 1.18E +01 8.32E -01 8.47E +02 22.67 7.95E +00 1,24E +01 8.77E -01 8.47E +02 15.11 7.95E +00 1.24E +01 8.77E -01 9.41E +02 15.11 8.78E +00 1 30E +01 9.24E -01 9.41E +02 7.56 8.78E +00 1 30E +01 9.24E -01 1.04E +03 7.56 9.64E +00 1 37E +01 9.73E -01 1.04E +03 0.00 9.64E +00 1 37E +01 9.73E -01 1.14E +03 Revision: 1 Site: South Center - Seattle Engineer: P.A. TS TOWER - v 3.0 Tower Analysis Program Licensed to: TRR Engineering Ltd., Surrey, BC, Canada (c) 1997 -2002 TowerSoft, Mississauga, Ontario. Page R 2 Pile: C: \MyJobs \Monopole \Southcenter \Sep- 23- 03 \sep- 23- 03.out Contract: SS05 Project: 0378 -051 Date and Time: 9/23/2003 1:46:21 PM Section R: POLE OUTPUT LOAD DATA Load Combination Wind and Ice Wind Direction Maximum Loads Elev. Axial Ld. Siear Ld. Torque Bend Mom. (ft) (kips) (tips) (kipsft) (kipsft) 115.00 2.32E +00 4.99E +00 3.58E -01 9.56E +00 107.24 2.32E +00 4.99E +00 3.58E -01 5.22E +01 107.24 2.69E +00 5.42E +00 3.64E -01 5.22E +01 99.48 2.69E +00 5.42E +00 3.64E -01 9.85E +01 99.48 3.10E +00 5 87E +00 4.09E -01 9.85E +01 91.72 3.10E +00 5.87E +00 4.09E -01 1.48E +02 91.72 3.54E +00 6.34E +00 4.76E -01 1.48E +02 83.96 3.54E +00 6 34E +00 4.76E -01 2.02E +02 83.96 4.05E +00 6 84E +00 6.15E -01 2.02E +02 76.20 4.05E +00 6 84E +00 6.15E -01 2.59E +02 76.20 4.71E +00 7 35E +00 7.57E -01 2.59E +02 68.52 4.71E +00 7 35E +00 7.57E -01 3.20E +02 68.52 5.39E +00 7.85E +00 8.57E -01 3.20E +02 60.83 5.39E +00 7.85E +00 8.57E -01 3.85E +02 60.83 6.01E +00 8.35E +00 9.57E -01 3.85E +02 53.15 6.01E +00 8.35E +00 9.57E -01 4.53E +02 53.15 6.67E +00 8.85E +00 1.06E +00 4.53E +02 45.47 6.67E +00 8.85E +00 1.06E +00 5.24E +02 45.47 7.37E +00 9.35E +00 1.16E +00 5124E +02 37.78 7.37E +00 9 35E +00 1.16E +00 5.99E +02 37.78 8.35E +00 9 84E +00 1.26E +00 5.99E +02 30.23 8.35E +00 9 84E +00 1.26E +00 6.76E +02 30.23 9.44E +00 1 03E +01 1.36E +00 6.76E +02 22.67 9.44E +00 1,03E +01 1.36E +00 7.56E +02 22.67 1.04E +01 1,08E +01 1.46E +00 7.56E +02 15.11 1.04E +01 1,08E +01 1.46E +00 8..39E +02 15.11 1.14E +01 1.14E +01 1.56E +00 8.39E +02 7.56 1.14E+01 1.14E +01 1.56E +00 9.25E +02 7.56 1.24E +01 1.19E +01 1.67E +00 9.25E +02 0.00 1.24E +01 1.19E +01 1.67E +00 1.01E +03 Revision: 1 Site: South Center - Seattle Engineer: P.A. TS TOWER - v 3.0 Tower Analysis Program Licensed to: TRK Engineering Ltd., Surrey, BC, Canada (c) 1997 -2002 TowerSoft, Mississauga, Ontario. Page K 3 Pile: C: \MyJoba \Monopole \Southcantar \Sep- 23- 03 \8ep- 23- 03.out Contract: 5805 Project: 0378 -051 Date and Time: 9/23/2003 1:46:21 PM Section K: POLE OUTPUT LOAD DATA Load Combination Wind Only - Serviceability Wind Direction Maximum Loads Elev. Axial Ld. Shear Ld. Torque Bend Mom. (ft) (kips) (kips) (kipsft) (kipsft) 115.00 1.30E +00 2.27E +00 1.75E -01 4.39E +00 107.24 1.30E +00 2.27E +00 1.75E -01 2.30E +01 107.24 1.60E +00 2.46E +00 1.75E -01 2.30E +01 99.48 1.60E +00 2.46E +00 1.75E -01 4.31E +01 99.48 1.91E +00 2.65E +00 1.75E -01 4.31E +01 91.72 1.91E +00 2.65E +00 1.75E -01 6.47E +01 91.72 2.26E +00 2.85E +00 1.81E -01 6.47E +01 83.96 2.26E +00 2.85E +00 1.813-01 8.80E +01 83.96 2.66E +00 3.06E +00 1.97E -01 8.80E +01 76.20 2.66E +00 3.06E +00 1.97E -01 1.138 +02 76.20 3.21E +00 3.29E +00 2.21E -01 1.13E +02 68.52 3.21E +00 3.29E+00 2.21E -01 1.39E +02 68.52 3.78E +00 3.51E +00 2.38E -01 1.39E +02 60.83 3.78E +00 3.51E +00 2.38E -01 1.68E +02 60.83 4.28E +00 3.73E +00 2.56E -01 1.68E +02 53.15 4.28E +00 3.73E +00 2.56E -01 1.97E +02 53.15 4.81E +00 3.95E +00 2.73E -01 1.97E +02 45.47 4.81E +00 3.95E +00 2.73E -01 2.29E +02 45.47 5.37E +00 4.18E +00 2.91E -01 2.29E +02 37.78 5.37E +00 4.18E +00 2.91E -01 2,62E +02 37.78 6.22E +00 4.40E +00 3.08E -01 2.62E +02 30.23 6.22E +00 4.40E +00 3.08E -01 2.96E +02 30.23 7.16E +00 4.62E +00 3.25E -01 2.96E +02 22.67 7.16E +00 4.62E +00 3.25E -01 3.31E +02 22.67 7.95E +00 4.85E +00 3.43E -01 3.31E +02 15.11 7.95E +00 4.858 +00 3.43E -01 3.68E +02 15.11 8.78E +00 5.09E +00 3.61E -01 3.68E +02 7.56 8.78E +00 5.09E +00 3.618 -01 4.06E +02 7.56 9.64E +00 5.34E +00 3.80E -01 4.06E +02 0.00 9.64E +00 5.34E +00 3.80E -01 4.46E +02 Revision: 1 Site: South Center - Seattle Engineer: P.A. TS TOWER - v 3.0 Tower Analysis Program Licensed to: TEX Engineering Ltd., Surrey, 8C, Canada (c) 1997 -2002 TowerSoft, Mississauga, Ontario. Page L 1 File: C: \MyJobs \Monopole \Southcenter \Sep- 23- 03 \eep- 23- 03.out Contract: 8805 Project: 0378 -051 Data and Time: 9/23/2003 1:46:35 PM Section L: STRENGTH ASSESSMENT DATA Load Combination Max Envelope Wind Direction Maximum Revision: 1 Site: South Center - Seattle Engineer: P.A. Elev. Bending Axial Shear Total Allowable Assess. Stress Stress Stress Stress Stress (ft) (ksi) (ksi) (ksi) (ksi) (ksi) 115.00 3.85E +00 1.30E -01 5.80E -01 4.10E +00 5.20E +01 0.079 107.24 1.67E +01 1.18E -01 5.28E -01 1.69E +01 5.20E +01 0.324 107.24 1.67E +01 1.45E -01 5.70E -01 1.69E +01 5.20E +01 0.325 99.48 2.64E +01 1.33E -01 5.23E -01 2.66E +01 5.20E +01 0.511 99.48 2.64E +01 1.59E -01 5.64E -01 2.66E +01 5.20E +01 0.511 91.72 3.38E +01 1.47E -01 5.21E -01 3.40E +01 5.20E +01 0.653 91.72 3.38E +01 1.74E -01 5.60E -01 3.40E +01 5.20E +01 0.654 83.96 3.97E +01 1.61E -01 5.21E -01 3.98E +01 5.20E +01 0.766 83.96 3.97E +01 1.90E -01 5.60E -01 3.99E +01 5.20E +01 0.767 76.20 4.43E +01 1.77E -01 5.23E -01 4.45E +01 5.20E +01 0.856 76.20 3.90E +01 1.87E -01 4.92E -01 3.92E +01 5.20E +01 0.753 68.52 4.35E +01 1.78E -01 4.68E -01 4.37E +01 5.20E +01 0.839 68.52 4.35E +01 2.10E -01 4.99E -01 4.37E +01 5.20E +01 0.840 60.83 4.61E +01 1.97E -01 4.69E -01 4.63E +01 5.20E +01 0.891 60.83 4.61E +01 2.23E -01 4.98E -01 4.63E +01 5.20E +01 0.891 53.15 4.83E +01 2.11E -01 4.70E -01 4.85E +01 5.20E +01 0.933 53.15 4.83E +01 2.37E -01 4.99E -01 4.85E +01 5.20E +01 0.933 45.47 5.01E +01 2.24E -01 4.72E -01 5.03E +01 5.20E +01 0.967 45.47 5.01E +01 2.50E -01 4.99E -01 5.03E +01 5.20E +01 0.968 37.78 5.31E +01 2.41E -01 4.80E -01 5.34E +01 5.20E +01 1.026 37.78 4.28E +01 2.24E -01 4.05E -01 4.30E +01 5.20E +01 0.827 30.23 4.37E +01 2.13E -01 3.86E -01 4.40E +01 5.20E +01 0.845 30.23 4.37E +01 2.45E -01 4.05E -01 4.40E +01 5.20E +01 0.846 22.67 4.45E +01 2.34E -01 3.87E -01, 4.48E +01 5.20E +01 0.861 22.67 4.45E +01 2.60E -01 4.06E -01 4.48E +01 5.20E +01 0.861 15.11 4.52E +01 2.48E -01 3.88E -01 4.54E +01 5.20E +01 0.874 15.11 4.52E +01 2.74E -01 4.07E -01 4.55E +01 5.20E +01 0.874 7.56 4.58E +01 2.62E -01 3.90E -01 4.60E +01 5.20E +01 0.885 7.56 4.58E +01 2.88E -01 4.09E -01 4.61E +01 5.20E +01 0.886 0.00 4.62E +01 2.76E -01 3.92E -01 4.65E +01 5.20E +01 0.895 TS TOWER - v 3.0 Tower Analysis Program Licensed to: TRR Engineering Ltd., Surrey, BC, Canada (c) 1997 -2002 TowerSoft, Mississauga, Ontario. Page L 1 Bile: C: \MyJobe \Monopole \Southcanter \Sep- 23- 03 \sep- 23- 03.out Contract: 8805 Project: 0378 -051 Date and Time: 9/23/2003 1:46:42 PM Section L: STRENGTH ASSESSMENT DATA Load Combination Wind Direction Wind Only Maximum Revision: 1 Site: South Center - Seattle Engineer: P.A. Elev. Bending Axial Shear Total Allowable Assess. Stress Stress Stress Stress Stress (ft) (ksi) (ksi) (ksi) (ksi) (ksi) 115.00 3.85E +00 1.30E -01 5.80E -01 4.10E +00 5.20E +01 0.079 107.24 1.67E +01 1.188 -01 5.28E -01 1.69E +01 5.208 +01 0.324 107.24 1.67E +01 1.458 -01 5.70E -01 1.69E +01 5.20E +01 0.325 99.48 2.64E +01 1.33E -01 5.23E -01 2.66E +01 5.20E +01 0.511 99.48 2.64E +01 1.59E -01 5.64E -01 2.66E +01 5.20E +01 0.511 91.72 3.38E +01 1.47E -01 5.21E -01 3.40E +01 5.20E +01 0.653 91.72 3.38E +01 1.74E -01 5.60E -01 3.408 +01 5.20E +01 0.654 83.96 3.97E +01 1.61E -01 5.21E -01 3.988 +01 5.20E +01 0.766 83.96 3.97E +01 1.90E -01 5.60E -01 3.998 +01 5.20E +01 0.767 76.20 4.438 +01 1.77E -01 5.23E -01 4.458 +01 5.20E +01 0.856 76.20 3.90E +01 1.87E -01 4.92E -01 3.928 +01 5.20E +01 0.753 68.52 4.358 +01 1.788 -01 4.68E -01 4.378 +01 5.20E +01 0.839 68.52 4.358 +01 2.10E -01 4.99E -01 4.37E +01 5.20E +01 0.840 60.83 4.61E +01 1.97E -01 4.69E -01 4.63E +01 5.20E +01 0.891 60.83 4.61E +01 2.23E -01 4.98E -01 4.63E +01 5.20E +01 0.891 53.15 4.83E +01 2. 1E -01 4.70E -01 4.858 +01 5.20E +01 0.933 53.15 4.838 +01 2 7E -01 4.99E -01 4.858 +01 5.20E +01 0.933 45.47 5.01E +01 2.24E -01 4.72E -01 5.03E +01 5.20E +01 0.967 45.47 5.018 +01 2. 0E -01 4.99E -01 5.03E +01 5.20E +01 0.968 37.78 5.31E +01 2.91E -01 4.80E -01 5.34E +01 5.20E +01 1.026 37.78 4.28E +01 2.24E -01 4.05E -01 4.30E +01 5.208 +01 0.827 30.23 4.378 +01 2.13E-01 3.86E -01 4.40E +01 5.20E +01 0.845 30.23 4.37E +01 2.45E -01 4.05E -01 4.40E +01 5.208 +01 0.846 22.67 4.458 +01 2.34E -01 3.87E -01 4.48E +01 5.208 +01 0.861 22.67 4.45E +01 2.E0E -01 4.06E -01 4.48E +01 5.20E +01 0.861 15.11 4.52E +01 2.48E -01 3.88E -01 4.54E +01 5.208 +01 0.874 15.11 4.528 +01 2.74E -01 4.078 -01 4.55E +01 5.20E +01 0.874 7.56 4.58E +01 2.62E -01 3.908 -01 4.60E +01 5.20E +01 0.885 7.56 4.58E +01 2.888 -01 4.09E -01 4.61E +01 5.208 +01 0.886 0.00 4.62E +01 2.76E -01 3.92E -01 4.65E +01 5.20E +01 0.895 TS TOMER - v 3.0 Tower Analysis Program Licensed to: TRH Engineering Ltd., Surrey, HC, Canada (c) 1997 -2002 TowerSoft, Mississauga, Ontario. Page L 1 File: C: \MyJobs \Monopole \Southcenter \Sep- 23- 03 \eep- 23- 03.out Contract: 8805 Project: 0378 -051 Date and Time: 9/23/2003 1:46:49 PM Section L: STRENGTH ASSESSMENT DATA Load Combination Wind and Ice Wind Direction Maximum Revision: 1 Site: South Center - Seattle Engineer: P.A. Elev. Bending Axial Shear Total Allowable Assess. Stress Stress Stress Stress Stress (ft) (ksi) (ksi) (ksi) (ksi) (ksi) 115.00 3.28E +00 2.31E -01 4.97E -01 3.62E +00 5.20E +01 0.070 107.24 1.48E +01 2.10E -01 4.528 -01 1.51E +01 5.20E +01 0.290 107.24 1.48E +01 2.44E -01 4.91E -01 1.51E +01 5.20E +01 0.290 99.48 2.36E +01 2.24E -01 4.51E -01 2.38E +01 5.208 +01 0.458 99.48 2.36E +01 2.58E -01 4.88E -01 2.38E +01 5.208 +01 0.458 91.72 3.02E +01 2.38E -01 4.51E -01 3.05E +01 5.20E +01 0.586 91.72 3.02E +01 2.72E -01 4.87E -01 3.05E +01 5.208 +01 0.587 83.96 3.55E +01 2.53E -01 4.53E -01 3.58E +01 5.20E +01 0.687 83.96 3.558 +01 2.89E -01 4.89E -01 3.58E +01 5.20E +01 0.688 76.20 3.97E +01 2.10E -01 4.57E -01 4.00E +01 5.20E +01 0.770 76.20 3.49E +01 2.75E -01 4.30E -01 3.52E +01 5.208 +01 0.677 68.52 3.90E +01 2.62E -01 4.09E -01 3.93E +01 5.208 +01 0.755 68.52 3.90E +01 3.00E -01 4.36E -01 3.93E +01 5.208 +01 0.756 60.83 4.148 +01 2.82E -01 4.10E -01 4.17E +01 5.20E +01 0.801 60.83 4.14E+01 3.74E -01 4.36E -01 4.178 +01 5.208 +01 0.802 53.15 4.338 +01 2.56E -01 4.11E -01 4.36E +01 5.20E +01 0.839 53.15 4.33E +01 3.29E -01 4.36E -01 4.36E +01 5.208 +01 0.839 45.47 4.49E +01 31E -01 4.13E -01 4.52E +01 5.20E +01 0.869 45.47 4.49E +01 3. 3E -01 4.36E -01 4.52E +01 5.20E +01 0.870 37.78 4.75E +01 3.31E -01 4.208 -01 4.79E +01 5.20E +01 0.921 37.78 3.838 +01 3.C1E -01 3.54E -01 3.86E +01 5.20E +01 0.742 30.23 3.91E +01 2.86E -01 3.37E -01 3.94E +01 5.20E +01 0.757 30.23 3.91E +01 3.23E -01 3.54E -01 3.94E +01 5.20E +01 0.758 22.67 3.98E +01 3.C8E -01 3.378 -01 4.01E +01 5.208 +01 0.770 22.67 3.98E +01 3.39E -01 3.548 -01 4.01E +01 5.20E +01 0.771 15.11 4.03E +01 3.24E -01 3.38E -01 4.06E +01 5.20E +01 0.781 15.11 4.03E +01 3.55E -01 3.54E -01 4.068 +01 5.20E +01 0.781 7.56 4.07E +01 3.40E -01 3.39E -01 4.11E +01 5.20E +01 0.790 7.56 4.078 +01 3.70E -01 3.56E -01 4.11E +01 5.20E +01 0.790 0.00 4.11E +01 3.55E -01 3.41E -01 4.14E +01 5.20E +01 0.797 TS TOWER - v 3.0 Tower Aaalyaia Program Licensed to: TRR Engineering Ltd., Surrey, BC, Canada (c) 1997 -2002 TowerSoft, Mississauga, Ontario. Page M 1 Pile: C : \MyJoba\ Monopole \8outhcenter \Sep- 23- 03 \aep- 23- 03.out Contract: 8805 Project: 0378 -051 Date and Time: 9/23/2003 1:46:54 PM Section M: SECTION PROPERTIES DATA Elev. Diem. Width Thick. Wit Area S (ft) (in) (in) (in) (in'2) (in"3) 115.0 14.5 3.4 0.219 15.8 10.0 3.5E +01 107.2 15.9 3.8 0.219 17.5 11.0 4.2E +01 107.2 15.9 3.8 0.219 17.5 11.0 4.2E +01 99.5 17.3 4.2 0.219 19.2 12.0 5.0E +01 99.5 17.3 4.2 0.219 19.2 12.0 5.0E +01 91.7 18.7 4.6 0.219 20.9 13.0 5.9E +01 91.7 18.7 4.6 0.219 20.9 13.0 5.9E +01 84.0 20.1 5.0 0.219 22.6 14.0 6.8E +01 84.0 20.1 5.0 0.219 22.6 14.0 6.8E +01 76.2 21.5 5.3 0.219 24.4 15.0 7.8E +01 76.2 21.5 5.3 0.250 21.1 17.1 8.9E +01 68.5 22.6 5.6 0.250 22.3 18.0 9.8E +01 68.5 22.6 5.6 0.250 22.3 18.0 9.8E +01 60.8 24.1 5.9 0.250 23.8 19.1 1.1E +02 60.8 24.1 5.9 0.250 23.8 19.1 1.1E +02 53.1 25.5 6.3 0.250 25.3 20.3 1.38 +02 53.1 25.5 6.3 0.250 25.3 20.3 1.38 +02 45.5 26.9 6.7 0.250 26.9 21.4 1.4E+02 45.5 26.9 6.7 0.250 26.9 21.4 1.48 +02 37.8 28.0 7.0 0.250 28.0 22.3 1.5E +02 37.8 28.0 6.9 0.313 22.0 27.8 1.9E +02 30.2 29.4 7.2 0.313 23.2 29.2 2.1E +02 30.2 29.4 7.2 0.313 23.2 29.2 2.1E+02 22.7 30.8 7.6 0.313 24.4 30.6 2.3E +02 22.7 30.8 7.6 0.313 24.4 30.6 2.3E +02 15.1 32.2 8.0 0.313 25.6 32.0 2.5E +02 15.1 32.2 8.0 0.313 25.6 32.0 2.5E +02 7.6 33.6 8.4 0.313 26.8 33.4 2.7E +02 7.6 33.6 8.4 0.313 26.8 33.4 2.7E +02 0.0 35.0 8.8 0.313 28.0 34.9 3.0E +02 Revision: 1 Site: South Center - Seattle Engineer: P.A. li Page 1 of Customer CELL ONE / SEATTLE BY TUG000ING 4/24/90 Dote Structure 115' MONOPOLE Checked C -1589 Job /Quote No. SITE LOCATION - SOUTH CENTER, WA 115' 1 C ',TY OF T'J: :'.'him: . v 14. .. PERMIT C :::LATER (3) DC560 OMNI ANTENNAS AMPS TYPE PLATFORM (12) DE834 PANEL ANTENNAS (1) 8' DIAMETER UHP MICROWAVE FREQUENCY 2 GHZ DESIGN NOTES: ANTENNA DESIGN! IN ACCORDANCE WITH Ell 222D 90 MPH BASIC VilIND SPEED CASE I - CPE':ATIONAL 50 MPH ',V:- :E CASE 11 - 4 R ,N rL 90 90 M,(? ,,,1, , V'i! .� .�11, No 77.7 I!' IS Ts' fi',cS A'SI_2f...; /71 . C.7 T ?7A171L4SS'? 7c::; ?' ;.:f .03 :f:/.0 E:':1!'.'..y. Ci ;' T R.:•? .Ct;FCL =1: 7) ,1 /!:: 7 ♦ •Cry 1 I j n r; y'C' ,... i FN C.rJ 1 5 C( '....' -`T 1, C0 :... O^'D, CH 40E0 ;.! _ ( 216) 354 -13.E A7 7 A IPA!, I • At'S ;'{ Ai -/ . / : • • 0-4-:‘ " 11 J I E-1t ' .._ - - - • - I. - • •,!, .. --1., : ,...II, ... ....,..-,- 1 / li714..,i_. I A i 11 ...-z 41-1, 1 ,i'1- 1=11 i A .fl T> =Ill:- .i 1,1111 Ilt---1 1 11 „....._ ..., 1 1 11 11 .. L, 1 1 11 11 ...-- 4:(:1.-:.1'';::i. l'A Li-Ill-J.1 7;.; • 1 - F".7 . — • - V jr r..") .111'71 11; I ' I ;•=2.- ' • A - V iLT. \V A-- A C:LY CF TUKWILA APPROVE!) AUG l-mA991 3,91t1 `f1104 TA Nn 1• 1. ■-111_'51.11,1 P..::l'.1 IS BASED It 11/1.. 11:FlikVAT!1/11 PRE'/1F11 WY P1 r r. En, INC., IN Ti Elf? FOIL RE'PINT 11:i TED NLIAill 11, 19' '. P. Ct.° 1:7 '..T.EN 'u:- mar AND Pi IT PH FlAcE PLATE SIMI 1. lir: FILLED %/I TH c". f • R....VILZ DRAINArii. FINIH I 11 !M Er it:PEUGH GE131:1'. ...s. SI L'`!.?Y DISPLAr.F.XEN, fINST'LUCTION I'STRODS nR r.-AsING WILL ;rispE.:(:',11.;;Li ErN:LT:2;'..:TION 13 PEW liP.VD. 4. VF.1•PL•T'.S s:IALL i USED AAV TI:Z. TI'? nF rurint-:s AND 11-7.8 - 1HE roul lI.G Ti INSURE Fir OF 'MCI: PLAT:. Sra: FA2RICATE''?.S DEM./P.6S F1TR TEMPL:t 7E, 4D .1...EVAILS AND i',.:Cil./I8EVEN 6. U'r. AST H GRAI"X A615. GRAIL: 60 R::INFMAN1i AND COtir.ri:TE 311::::ru1I AT 7.8 DAYS Pr F C=35GJ 7, PR.r7.IND SPALL. rE 4/11 C1217F: ..fl reltA !ITED rn PAR CA,..IE A I. TI.P A; ;D SIT I it..r1 W.:: A UN'..:-PILR DIAY.....TER PITCH. 8. V r.::1) r "0'. ARE cruimur.ity rut F ■D1 3' BELOW PER TIP I Ll 3' ABOVE P !EP leirtn:k SCL.:1:41A1. FC4 S171.:^ AN t•Llni:R 9. P1FR DIAMETEr!S MINIMUM. MIL:: PAY EF. INCF.ZAV:1.1 NEXT I SIZE. " A1114Cr :1.• L ••f,i STAiG. 'JASRt STRUCTURE TYPEA-IEIGHV 115 rr.- FOUNDATION SCI-IEDULE FOUNDATION SUMMARY f-.11LIC2 EME:D 1..5711 SIL 1 Rfir. ISEF:T) 1 T ?Ars T ',.1AR(H) V FAR 94 J n QT (INCH'S) LILTS 6b --(cc' • Dawo'\ %,•k, 1 % 1.‘,,t 007tAt 1 ENGINEERED ENDEAVORS INC. CELLULAR ONE—SEATTLE 115 FT. MONOPOLE SOUTH CENTER, WASHINGTON ANCHOR BOLT FOUNDATIONS ENGINEERING ck- CONSULTING AC:A1) BY' D,D.R. SERVICES INC. D!-:("INC, ND. 12‘._V SOUTJI 44'4 SULLIVAN ROAD VP; DADA IR, 1.4 0.97 (509) 98 1707 A — 1 A TACOMA P.S.E. R/W LONGACRES WAY 8 -1 APPROXIMATE LOCATION 0 20 40 APPROXIMATE SCALE IN FEET LEGEND INDICATES BORING NUMBER AND - x X ELECTRONIC EQUIPMENT SHELTER X X X TOWER X X S. 185th STREET CELLULAR ONE TUKWILA, WASHINGTON SITE & EXPLORATION PLAN FIGURE 2 w.p. W -6565 BY LAB DATE DEC 1989 SCALE NOTED RITTENHOUSE -ZEMAN & .4SSOCLITES, INC. Gentechnical & Ilvdrngvological gsvpir Consultants /400 NOM Avenue N. E. Belleiiw. W1 98005 RITTENHOUSE -ZEMAN & ASSOC., INC. __„Ahe Geotecltnical / Environmental Consultants SOIL DESCRIPTION Ground Surface Elevation Approximately Feet TOP3r1TT rnntR 3pd nrggnirs Medium dense, moist, brown, silty SAND w 1- a 0 u. 0 -5 Interbedded Very soft to soft, grayish brown, saturated, sandy SILT to silty CLAY -10 1-15 -20 Medium dense to dense, black, saturated, silty SAND (continued) -25 -30 -35 40 LAB TESTS SAMPLING ev.17 2' OD SPLIT SPOON SAMPLE 1 3' OD SHELBY SAMPLE l 2.5 ID RING SAMPLE 8 BULK SAMPLE * SAMPLE NOT RECOVERED BORING NUMBER A -1 W O _11=5.515______ PROJECT NAME Cellular One, Tukwila z STANDARD PENETRATION RESISTANCE A BLOWS PER FOOT (140 Ib. hammer, 30 Inch drop) 10 20 30 40 50 GROUND WATER WATER LEVEL V AT TIME CIF DRILLING A I'' SEAL DATE OBSE RVA 11ON WELL 1IP LABORATORY TESTS ® a WATER CONTENT NP NON PLASTIC �- ---0 - - -I•- -- LIQUID III in -- NATURAL WATER CONTENT PLASTIC LIMIT RZA NV RITTENHOUISE -ZEMAN & ASSOC., INC. lommelfilareem Geoteclmicnl / Ilydrogeological Consultants BORING NUMBER ___25.=_L. W.O. iL- fi5_fi5_ PROJECT NAME Cellular One, Tukwilla SOIL DESCRIPTION Ground Surface Elevation Approzhnately Feet Medium dense to dense, black, saturated, silty SAND N 0 I- O n STANDARD PENETRATION RESISTANCE ® BLOWS PER FOOT (140 Ib. hammer, 30 inch drop} O 10 20 30 40 50 80 70 80 90 100 -'15 Total depth 49 feet completed 14 December 1989 -50 -Cr SAMPLING 1 2' OD SPLIT SPOON SAMPLE 11 3' OD SHELBY SAMPLE 2.5' ID RING SAMPLE B BULK SAMPLE * SAMPLE NOT RECOVERED GROUND WATER WATER LEVEL SZ AT TIME OF DRILLING Air SEAL DATE OBSERVATION WELL TIP LABORATORY TESTS ®'•u WATER CONTENT NP NON PLASTIC }- -- ®-- -+m- -- 1 CCIJID LIMI1 1 —° — NATURAL WATER CONTENT PLASTIC LIMIT Customer CELL ONE / SEATTLE Page 1 of BY TJGOODING Structure 115' MONOPOLE Checked 4/24190 Date C -1589 Job /Quote No. SITE LOCATION - SOUTH CENTER, WA 115' (3) DB560 OMNI ANTENNAS AMPS TYPE PLATFORM (12) D8834 PANEL ANTENNAS 0■. (1) 8' DIAMETER UHP MICROWAVE ANTENNA FREQUENCY - 2 GHZ DESIGN NOTES: DESIGN IN ACCORDANCE WITH EIA 222D 90 MPH BASIC WIND SPEED CASE I - OPERATIONAL 50 MPH WIND CASE II - SURVIVAL 90 MPH WIND NOTE. IT IS THE RESFOA'SIBILIFY OF THE' FYJRCHASER TO VERIFY .) THAT THE 'IND LOALiS AND DESIGN CRITERIA SPECIFIED ME'E'T THE REQUIREMENTS 1OP ALL LOCAL BUILDING CODA'S ENGINEERED ENDEAVORS, INC. 9915 JUNIPER COURT * CONCORD, OH 44060 FAX (216) 354 -1599 * PHONE (216) 354 -1598 Customer �c4 avL Structure //s',��„,e�� Page 2. of By - '4) ' ✓ -; Date Checked Job /Quote No. 'f. � / . 4/.T fir' L � - j_ • .4'1/ � r r ..�•� GG "a%eJ 0 c (,:-.77,3- `r•:— to ) fig ``LSE C- '- - - `" iJ ii d s .C� .mot% • ...- ENGINEERED ENDEAVORS, INC. 9915 JIJN!PER COURT * CONCORD, OH 44060 FAX (216) 354 -1599 * PHONE (216) 354 -1598 masixameisso p.00MISIoauram Customer Structure 1'4.. Page of Date Checked Job /Quote No. z G,7� ,�? S (•�� it �S� �GG i �✓ G / ENGINEERED ENDEAVORS, INC. 9915 JUNIPER COURT * CONCORD, OH 44060 FAX (216) 354 -1599 * PHONE (216) 354 -1598 j 68834 -F f Antenna 105° DIRECTIONAL ANTENNA 10 dBd GAIN, 820 -900 MHz 12 9 6 3 Galn•dB n. Frequency -MHz 800 840 880 920 960 08834 -F Vertical Pattern +60° 08834 -F with Pipe -to -Pipe Mount Kit 2.0 1.5 Ill _J(I ( I VSWR ve. Frequency -MHz L ./ 800 840 880 920 08834•F Horizontal Pattern 0° 330° _15_ 30° 960 Frequency Range — MHz Gain — d8d tSWR Beamwidth "E" Plane (half power) Beamwidth "H" Plane (half power) nl to back ratio — dB , ;,,daimum per input — watts Nominal impedance — ohms tiyhtning protection lamination HELIAXs jumper Materials. Radome Reflector screen Radiators 820 -900 • Support pipe tail Mounting clamps 1.5 to 1 or better 24° ±2° 105 °±5° 25 525 50 Direct ground N- Female (fixed) N- MalefN -Male Designed for AMPS cellular stations, this antenna provides gain of 10 dBd in a 105° horizontal radiation pattern. It mounts to AMPS -style monopole platforms. Model 08834 -F is also available for pipe -to -pipe mounting, if the optional mounting kit, DB5080, is ordered. This permits the antenna to be mounted to lowers, poles and other structures. The 08834 -F antenna uses a special phasing of four radiating elements to provide the required 820 -900 MHz fre- quency bandwidth and horizontal and vertical radiation patterns, including a major downward lobe for additional close coverage. Eight -rod backscreens are made of high strength 6061-T6 welded aluminum -to- aluminum to minimize corrosion and un- wanted signals. Radiators are made of aluminum alloy and are fed via a high quality, low -loss cable harness. The one -piece radome is molded of high impact plastic and offered in new DB Horizon Blue"" color. The radome and a moisture resistant gasket are secured to an integral aluminum alloy plate with stainless steel hardware. All metals used in radiators, feed and matching systems are compatible to minimize intermodulation. Order D8834 -F for AMPS -style plat- forms. For pipe mounting order DB5080 Pipe Mount Kit. VAPOR -WRAP® and jumper are included. Order D8834F -F for DA flange, non - pressurized. I CAN BE SHIPPED UPS. 1 HEM is s registered trademark et Andrew Corporation. 1r<POR.WRAP is a rcgislared dadernark d Decibel Products, Inc High impact molded plastic 6061 -1B Aluminum allay 606118 Galvanized steel Maximum exposed area (flat plate equivalent) — ft? (mz) 2.35 (.219) Lateral thrust at 100 mph (161 km/hr) — lbs. (kg) 80(36.29) Dimensions (HxWxD) — In. (mm) 42 (1.066.8)x2(15 (520.7)x7 (177.8) Net weight — lbs. (kg) 08834.F 38 (1724) D95080 5 (2.27) Shipping weight — lbs. (kg) 08834 -F 40 (18.14) D85080 10 (453) 127 r' OMNIDIRECTIONAL ANTENNA 10 0E1 GAIN, 806 -960 MHz The DB560 is an omnidirectional 10 dBd gain antenna for 800/900 MHz conven- tional, trunking, paging and cellular radiotelephone site installations. Available in seven frequency ranges (see table, below), the DB560 uses Decibel's patented Center - Fed- Coilinearn" design enclosed in the new DB Horizon BIUOTM AeroglastM fiberglass radome. Aeroglas was originally used for heli- copter rotor blades, Olympic vaulters' poles and racing sailboat masts because of its strength and Tight weight. Now, Decibel has acquired the exclusive right to Aeroglas for antenna radomes. A special fabricating process suspends the glass threads uniformly throughout the antenna. This assures high density, uniformly thick walls for long -term moisture protection, as well as perfect radome roundness for maximum mechanical strength. The 0B560 mounts to platforms, towers and structures via a 24' (609.6 mm) weather- proof, gold iridited support pipe made of aluminum alloy. A unique Center - Fed - Collinear (CFCT") array uses a series of tow -loss flat radiators. The center -feed feature provides steady beam position and good VSWR across the frequency band. All metals used in the radiator, feed and matching system are copper or brass, typical Vertical Radiation Pattern rtrrt.;...I 11•os Frequency Ranges — MHz® A = C = 816-866. D = 824 -880, E = 835-894, F = 8andwfdth/Gain (minimum) — d9 Across 35 MHz Across 55 MHz Bearnwidth "E" Plane (half power) 8eamwidth "H" Plane (hall power) Maximum power input — watts VSWR across 55 MHz Lightning protection Termination HELIAX' jumper which prevents "signal- cells" and mini- mizes intermodulation within the antenna. For lightning protection, a large diameter conductor extends from antenna top to bottom to provide ground to the tower. For moisture protection, the cap at the bottom of the antenna has a moisture - sealed bulkhead N- Female connector. Removable drain plugs are provided at each end of the antenna to ensure pro- per drainage of condensation in upright or inverted mounting positions. The DB560 is also available with elec- trical downtift of 3° ±10, 6° ±1° or 10° ±1.5°. Downtilt antenna bandwidth is limited to 25 MHz and gain is 9 dB (main lobe. Gain on the horizon is 5 ±1 dB, —±2 d8, or —7 ±3 dB, respectively. For other specifications consult Decibel Systems Engineering. Please specify exact frequency or fre- quency range. DB370 Mounting Clamp set is included. DB560 Standard, 10 dBd gain ' DB560T Downtilt, 9 dBd gain (specify 3° 6° or 10°) DB560F Flanged, non - pressurized D8560P Flanged, pressurized 21 151 1.1 —30 —15 . Fo VSWR vu. Frequency-MHz. +15 11 Oaln -d8 vs. Frequency-MHz is 7 —30 —15 - +30 806 -861. B = 849-894, 896 -952. G = 928 -932 10 9.5 ± 1 4.5° Omni 550 15 to 1 or better Direct ground Type N- Female (fixed) N- MaletN -Male Nil In 928952 MHz use 0 rulIn IN Hllyl ;ails ' Dmvn tll models have less ba':4wkfh 112 Fo +15 +30 HELIAX b a repbtwM 011111MUll of Andrea Corpornlon Lateral thrust at 100 mph (161 km/hr) — lbs. (kg) Length ('A" Range)• Overall — ft. (m) Radome — ft. (m) Mounting pipe — in. (mm) Maximum exposed area (flat plate equivalent) — ft2 (m2) Net weight — lbs. (kg) Shipping weight — lbs. (kg)' Materials: Radome Radiators Support pipe Clamps (gaivanizd sleel) 'Mountlnp Clamps stopped sehmIlely 55 (24.95) 14.19 (4.32) 14 (4.27) 24 (609.6) 1.66 (154) 20 (9 07) 40 (18.14) AeroglasTM Fiberglass Brass 6061.15 Aluminum 08370 ENGINEERED ENDEAVORS INCORPORATED, 9915 JUNIPER COURT; CONCORD, OH. 44060; PHONE (216) 354 -1598 PAGE 1 CUSTOMER: CELLULAR ONE / SEATTLE C -1589 STRUCTURE: 115' MONOPOLE LOAD CASE: CASE I1 - SURVIVAL (90 MPH WIND) POLE DESIGN INPUT: TABLE 1 THREE SECTIONS 04/24/90 17:20:03 POLE LOWER UPPER HEIGHT TOP BASE TOP MID. BOTT. SPLICE SPLICE EMBEDMENT TAPER ABOVE GRD DIA. DIA. THICK. THICK. THICK. HEIGHT HEIGHT LENGTH HP DT DB TT UHT BT LSH USH 0.2194 100.00 14.50 35.00 0.2188 0.2500 0.3125 40.00 78.00 0.00 SHAFT WEIGHT OLF YIELD STRENGTH 1.00 65.00 KSI LOADING INFORMATION: TABLE 2 LOAD LOAD LONG. VERT TRANS. ARM NO. HEIGHT LOAD LOAD LOAD LENGTH FT. LBS. LBS. LBS. FT. 1 A 115.00 0.00 2000.00 3156.00 0.00 2 Al 115.00 0.00 60.00 305.00 0.00 3 8 115.00 0.00 456.00 1944.00 0.00 4 81 105.00 0.00 460.00 2151.00 0.00 5 C 0.00 0.00 0.00 0.00 0.00 6 C1 0.00 0.00 0.00 0.00 0.00 7 D 0.00 0.00 0.00 0.00 0.00 8 01 0.00 0.00 0.00 0.00 0.00 ICE ON POLE TRANSVERSE WIND LOADING: DRAG COEFFICIENT 0.00 INCH RADIAL 31.95 PSF 1.000 ENGINEERED ENDEAVORS INCORPORATED, 9915 JUNIPER COURT; CONCORD, OH. 44060; PHONE (216) 354 -1598 PAGE 2 CUSTOMER: CELLULAR ONE / SEATTLE C-1589 STRUCTURE: 115' MONOPOLE LOAD CASE: CASE 11 - SURVIVAL (90 MPH WIND) TABLE 3 POLE SECTION PROPERTIES POLY-TWELVE 04/24/90 17:20:03 TABLE 3A POLE SIZE & WEIGHT A.P. MOMENT SECT TOP BOTTOM SECTION SECTION HEIGHT DIA. THICK. AREA INERTIA MOD. THICK. DIAMETER DIAMETER LENGTH WEIGHT (FEET) (IN.) (IN.) (IN. "2) (IN. "4) (IN. "3) (1N.) (IN.) (IN.) (FEET) (LBS.) 100.00 14.50 0.2188 10.0 262.3 35.0 0.21875 14.50 19.74 23.89 954.64 90.00 16.69 0.2188 11.6 402.6 46.6 78.00 SPLICE 19.33 0.2188 13.4 628.1 62.8 0.25 18.32 27.39 41.35 2556.78 70.00 20.39 0.2500 16.2 841.1 79.7 60.00 22.59 0.2500 18.0 1146.9 98.1 0.3125 25.81 35.00 41.89 4310.56 50.00 24.78 0.2500 19.7 1519.0 118.4 40.00 SPLICE 26.97 0.2500 21.5 1964.0 140.7 30.00 28.42 0.3125 28.2 2855.8 194.2 TOTAL SHAFT WEIGHT LBS. 7821.98 20.00 30.61 0.3125 30.4 3578.0 225.9 10.00 32.81 0.3125 32.7 4412.7 259.9 0.00 35.00 0.3125 34.9 5368.0 296.4 ENGINEERED ENDEAVORS INCORPORATED, 9915 JUNIPER COURT; CONCORD, OH. 44060; PHONE (216) 354 -1598 PAGE 3 CUSTOMER: CELLULAR ONE / SEATTLE C-1589 STRUCTURE: 115, MONOPOLE LOAD CASE: CASE II - SURVIVAL (90 MPH WIND) TABLE 4 SECTION MOMENTS 8 STRESSES 0 04/24/90 17:20:03 HEIGHT LONG TRANS VERT LONG TRANS TOTAL TOTAL (FEET) LINE LINE LINE SEC SEC WIND LONG TRANS RESULTANT ACTUAL ALLOW MOMENTS MOMENTS MOMENTS MOMENTS MOMENTS MOMENTS MOMENTS MOMENTS MOMENTS STRESS STRESS IN KIPS IN KIPS IN KIPS IN KIPS IN KIPS IN KIPS IN KIPS IN KIPS KSI KSI 100.00 0.00 1101.96 17.2 0.0 0.0 0.0 0.0 1119.1 1119.1 32.0 65.0 90.00 0.00 2008.68 17.2 0.0 45.2 24.5 0.0 2095.5 2095.5 45.0 65.0 78.00 SPLICE 0.00 3096.74 17.2 0.0 102.8 125.2 0.0 3341.9 3341.9 53.2 65.0 SPLICE 70.00 0.00 3822.12 17.2 0.0 144.7 237.9 0.0 4221.9 4221.9 53.0 65.0 60.00 0.00 4728.84 17.2 0.0 200.7 441.7 0.0 5388.4 5388.4 54.9 65.0 50.00 0.00 5635.56 17.2 0.0 251.5 719.3 0.0 6623.5 6623.5 55.9 65.0 40.00 SPLICE 0.00 6542.28 17.2 0.0 295.5 1077.8 0.0 7932.8 7932.8 56.4 65.0 SPLICE 30.00 0.00 7449.00 17.2 0.0 332.0 1498.2 0.0 9296.4 9296.4 47.9 65.0 20.00 0.00 8355.72 17.2 0.0 360.3 2031.6 0.0 10764.8 10764.8 47.7 65.0 10.00 0.00 9262.44 17.2 0.0 379.0 2665.9 0.0 12324.4 12324.4 47.4 65.0 0.00 0.00 10169.16 17.2 0.0 385.8 3408.0 0.0 13980.1 13980.1 47.2 65.0 TABLE 5 SHAFT DEFLECTIONS HEIGHT LONG. LONG. TRANS. TRAMS. MAX (FEET) ROTATION DEFLECT. DEFLECT. ROTATION TRANS DEGREES (INCHES) (INCHES) DEGREES DEFL TABLE 6 FOUNDATION LOADS 100.0 0.00 0.00 89.98 9.76 90.0 0.00 0.00 70.72 8.63 LONGITUDINAL MOMENT 78.0 SPLICE 0.00 0.00 50.90 7.14 LONGITUDINAL SHEAR 70.0 0.00 0.00 39.76 6.16 60.0 0.00 0.00 28.08 5.00 TRANSVERSE MOMENT 50.0 0.00 0.00 18.72 3.93 TRANSVERSE SHEAR 40.0 SPLICE 0.00 0.00 11.53 2.93 30.0 0.00 0.00 6.29 2.07 RESULTANT MOMENT 20.0 0.00 0.00 2.73 1.33 RESULTANT SHEAR 10.0 0.00 0.00 0.67 0.64 AXIAL LOAD 0.0 0.00 0.00 0.00 0.00 • 0.00 FT. KIPS 0.00 KIPS 1165.01 FT. KIPS 14.15 KIPS 1165.01 FT. KIPS 14.15 KIPS 3.03 KIPS ENGINEERED ENDEAVORS INCORPORATED, 9915 JUNIPER COURT; CONCORD, OH. 44060; PHONE (216) 354 -1598 PAGE 1 CUSTOMER: CELLULAR ONE / SEATTLE C-1589 STRUCTURE: 115' MONOPOLE LOAD CASE: CASE I - OPERATIONAL (50 MPH WIND) POLE DESIGN INPUT: TABLE 1 THREE SECTIONS 04/24/90 17:21:21 POLE LOWER UPPER HEIGHT TOP BASE TOP MID. BOTT. SPLICE SPLICE EMBEDMENT TAPER ABOVE GRD DIA. DIA. THICK. THICK. THICK. HEIGHT HEIGHT LENGTH HP DT OB TT UMT BT LSH USH 0.2194 100.00 14.50 35.00 0.2188 0.2500 0.3125 40.00 78.00 0.00 SHAFT WEIGHT OLF YIELD STRENGTH 1.00 65.00 KSI LOADING INFORMATION: TABLE 2 LOAD LOAD LONG. VERT TRANS. ARM NO. HEIGHT LOAD LOAD LOAD LENGTH FT. LBS. LBS. LBS. FT. 1 A 115.00 0.00 2000.00 974.00 0.00 2 Al 115.00 0.00 60.00 94.00 0.00 3 8 115.00 0.00 456.00 600.00 0.00 4 81 105.00 0.00 460.00 664.00 0.00 5 C 0.00 0.00 0.00 0.00 0.00 6 C1 0.00 0.00 0.00 0.00 0.00 7 D 0.00 0.00 0.00 0.00 0.00 8 01 0.00 0.00 0.00 0.00 0.00 ICE ON POLE TRANSVERSE WIND LOADING: DRAG COEFFICIENT 0.00 INCH RADIAL 9.86 PSF 1.000 ENGINEERED ENDEAVORS INCORPORATED, 9915 JUNIPER COURT; CONCORD, OH. 44060; PHONE (216) 354 -1598 PAGE 2 CUSTOMER: CELLULAR ONE / SEATTLE C-1589 STRUCTURE: 115' MONOPOLE LOAD CASE: CASE I - OPERATIONAL (50 MPH WIND) TABLE 3 POLE SECTION PROPERTIES POLY-TWELVE 04/24/90 17:21:21 TABLE 3A POLE S12E 8 WEIGHT A.P. MOMENT SECT TOP BOTTOM SECTION SECTION HEIGHT D1A. THICK. AREA INERTIA M00. THICK. DIAMETER DIAMETER LENGTH WEIGHT (FEET) (IN.) (IN.) (IN. "2) (IN. "4) (IN. "3) (IN.) (IN.) (IN.) (FEET) (LBS.) 100.00 14.50 0.2188 10.0 262.3 35.0 90.00 16.69 0.2188 11.6 402.6 46.6 78.00 SPLICE 19.33 0.2188 13.4 628.1 62.8 70.00 20.39 0.2500 16.2 841.1 79.7 60.00 22.59 0.2500 18.0 1146.9 98.1 50.00 24.78 0.2500 19.7 1519.0 118.4 40.00 SPLICE 26.97 0.2500 21.5 1964.0 140.7 30.00 28.42 0.3125 28.2 2855.8 194.2 20.00 30.61 0.3125 30.4 3578.0 225.9 10.00 32.81 0.3125 32.7 4412.7 259.9 0.00 35.00 0.3125 34.9 5368.0 296.4 0.21875 14.50 19.74 23.89 954.64 0.25 18.32 27.39 41.35 2556.78 0.3125 25.81 35.00 41.89 4310.56 TOTAL SHAFT WEIGHT LBS. 7821.98 ENGINEERED ENDEAVORS INCORPORATED, 9915 JUNIPER COURT; CONCORD, OH. 44060; PHONE (216) 354 -1598 PAGE 3 CUSTOMER: CELLULAR ONE / SEATTLE C -1589 STRUCTURE: 115, MONOPOLE LOAD CASE: CASE I - OPERATIONAL (50 MPH WIND) TABLE 4 SECTION MOMENTS & STRESSES 04/24/90 17:21 :21 HEIGHT LONG TRANS VERT LONG TRANS TOTAL TOTAL (FEET) LINE LINE LINE SEC SEC WIND LONG TRANS RESULTANT ACTUAL ALLOW MOMENTS MOMENTS MOMENTS MOMENTS MOMENTS MOMENTS MOMENTS MOMENTS MOMENTS STRESS STRESS IN KIPS IN KIPS IN KIPS IN KIPS IN KIPS IN KIPS IN KIPS IN KIPS KS! KSI 100.00 0.00 340.08 17.2 0.0 0.0 0.0 0.0 357.3 357.3 10.2 65.0 90.00 0.00 619.92 17.2 0.0 14.1 7.6 0.0 658.7 658.7 14.1 65.0 78.00 SPLICE 0.00 955.73 17.2 0.0 32.0 38.6 0.0 1043.5 1043.5 16.6 65.0 SPLICE 70.00 0.00 1179.60 17.2 0.0 45.0 73.4 0.0 1315.2 1315.2 16.5 65.0 60.00 0.00 1459.44 17.2 0.0 62.3 136.3 0.0 1675.3 1675.3 17.1 65.0 50.00 0.00 1739.28 17.2 0.0 78.1 222.0 0.0 2056.5 2056.5 17.4 65.0 40.00 SPLICE 0.00 2019.12 17.2 0.0 91.7 332.6 0.0 2460.7 2460.7 17.5 65.0 SPLICE 30.00 0.00 2298.96 17.2 0.0 103.0 462.4 0.0 2881.5 2881.5 14.8 65.0 20.00 0.00 2578.80 17.2 0.0 111.8 627.0 0.0 3334.8 3334.8 14.8 65.0 10.00 0.00 2858.64 17.2 0.0 117.6 822.7 0.0 3816.1 3816.1 14.7 65.0 0.00 0.00 3138.48 17.2 0.0 119.7 1051.7 0.0 4327.1 4327.1 14.6 65.0 TABLE 5 SHAFT DEFLECTIONS HEIGHT LONG. LONG. TRANS. TRANS. MAX (FEET) ROTATION DEFLECT. DEFLECT. ROTATION TRANS DEGREES (INCHES) (INCHES) DEGREES DEFL TABLE 6 FOUNDATION LOADS 100.0 0.00 0.00 27.94 3.04 90.0 0.00 0.00 21.94 2.69 LONGITUDINAL MOMENT 78.0 SPLICE 0.00 0.00 15.78 2.22 LONGITUDINAL SHEAR 70.0 0.00 0.00 12.33 1.91 60.0 0.00 0.00 8.70 1.55 TRANSVERSE MOMENT 50.0 0.00 0.00 5.80 1.22 TRANSVERSE SHEAR 40.0 SPLICE 0.00 0.00 3.57 0.91 30.0 0.00 0.00 1.95 0.64 RESULTANT MOMENT 20.0 0.00 0.00 0.85 0.41 RESULTANT SHEAR 10.0 0.00 0.00 0.21 0.20 AXIAL LOAD 0.0 0.00 0.00 0.00 0.00 0.00 FT. KIPS 0.00 KIPS 360.59 FT. KIPS 4.37 KIPS 360.59 FT. KIPS 4.37 KIPS 3.03 KIPS ti CUSTOMER: CELLULAR ONE 1 SEATTLE 04/24/90 STRUCTURE: 115' MONOPOLE C -1589 LOAD CASE: NIGH WIND BASE PLATE DESIGN PROGRAM SQUARE aaaaaaaaai = _ =ap== aaaaaa =nuaaQ eaeiaa BASE 0.0. 35 IN. LONGITUDINAL MOMENT: TRANSVERSE MOMENT: AXIAL LOAD 9885 IN. K 9885 IN. K 15 k NUMBER OF BOLTS: 8 MINIMUM B.C. SUGGEST 42.7 IN. BOLT CIRCLE: 43 IN. B.C. RADIUS 21.5 IN. BASE PLATE fy 60 KSI BOLT CIRCLE I: 1849.00 1N ^4 d 4.00 MAX BOLT LOAD: 162.84 KIPS BEND LINE LENGTH 17.00 UBM 76.63 THICKNESS: aSQRT(6*UBM /(fY)) = 2.80 MIN INCHES READ. A.B. LEN. 7.60 FT. (11'-0 MAX LENGTH WITH 3000 PSI CONCRETE) mac =an= - ==aae- aaaaaaaaaas aaa=- =SGaao BASE PLATE SIZE 41.2 WIDE x 3.00 IN. A.B. READ. 8 2 1/4 x 9.0 FT, GWT. a 1512.28 LBS NWT. a 1023.8 LBS 49.50 INCHES RECD DIA. OF RD. BASE PLATE RZARITTENHOUSE- -ZEMAN & ASSOCIATES, INC. Geotechnical & Environmental Consultants N %441 1400 140th Avenue N.E. Bellevue, Washington 98005-4594 (206) 746- 8020 /FAX (206) 746 -6364 11 January 1990 W -6565 Cellular One 101 Elliott Avenue, Suite 435 Seattle, Washington 98109 Attention: Mr. Al Mastroianni, Project Manager Subject: Limited Geotechnical Engineering Study Proposed Communications Tower Tukwila, Washington Gentlemen: This letter presents the results of our subsurface exploration and limited geotechnical engineering study conducted for the above referenced project. The scope of work for this study was conducted per our proposal, P -3329. Verbal authorization to proceed with this study was granted by Mr. Al Mastroianni, of Cellular One on 4 December 1989. This report has been prepared for the exclusive use of Cellular One and their agents for specific application to this project in accordance with generally accepted geotechnical engineering practices. The site is located on the southeast corner of South 158th Street and Longacres Way in Tukwila, Washington as shown on our Site Vicinity Map, Figure 1. The site is relatively level. To the east of the site is an approximately 15 foot high railroad embankment, and to the north is an existing concrete building. Most of the site is vegetated with bushes and weeds with trees in the eastern half of the site. No standing surface water was observed across the site at the time of our field studies. We understand that a 100 -foot high transmission tower is to be built on the site supported by a monopole. A small equipment building is to be built immediately adjacent to the self - supported tower. Cellular One 11 January 1990 W -6565 Page 2 SUBSURFACE CONDITIONS One test boring was advanced to a total depth of 49 feet on 14 December 1989. The location of the boring is shown on the attached Site and Exploration Plan, Figure 2. Drilling was performed using a truck- mounted hollow -stem auger. Samples were obtained using the Standard Penetration Test Procedure as determined in ASTM:D- 1586. The samples collected were taken to our laboratory for visual classification. The log for this boring is presented at the end of this letter report. The soils encountered in our boring consisted of interbedded loose to medium dense sands and very soft silts and clays all underlain by medium dense to dense sands. From the ground surface, we encountered approximately 1 foot of topsoil above a 5 foot layer of medium dense silty sand, underlain by approximately 12 feet of interbedded very soft sandy silt to organic silty clay. Below the interbedded silt /clay layer for approximately 5 feet was a loose sand with some silt. At 23 feet below the ground surface, the sand graded to medium dense. A medium dense to dense sand with some silt and gravel was encountered to the bottom of our boring at 49 feet. Groundwater was encountered at approximately 10 feet below the ground surface at the time of drilling. No observation well was installed in the boring. Groundwater levels may vary with changes in precipitation, season, the stage of the nearby Green River, site utilization, and other factors. CONCLUSIONS AND RECOMMENDATIONS The proposed project consists of a 100 -foot self supported monopole tower and associated building in Tukwila, Washington. The subsurface conditions disclosed by our boring, consisted of 23 feet of generally loose sands and very soft silt, underlain by medium dense to dense sands at depth. Based on the observed subsurface conditions, shallow foundation support of the equipment building would not be considered feasible unless the risk of some settlement could be tolerated. Recommendations for deep foundation support of the building and the tower are presented. Cellular One W -6565 11 January 1990 Page 3 Our subsurface exploration disclosed a near- surface 5 -foot thick layer of medium dense (N =12) sand, underlain by 12 feet of very soft silt and clay. Because of the presence of these relatively loose sands underlain by compressible silts and clays, significant settlements may occur as a result of the increased loading. Based on our boring made for this project and other borings made in the vicinity, we estimate settlements of 1 to 3 inches may occur as a result of an imposed loading of 1500 pounds per square foot on a conventional 15 inch footing embedded 1.5 feet below the ground surface. If the risk of some settlement could be tolerated, partial removal of soils beneath footing elevation and replacement with a structural fill could be considered. The greater the depth of soil beneath the footings which are removed and replaced with structural fill, the more settlement would occur as broad gentle warping rather than sharp, discontinuous breaks. You have indicated that such settlements would not be acceptable. We would therefore recommend utilizing a deep foundation system for supporting the small equipment building. In view of the relatively light loads anticipated for the equipment building, we believe that treated timber piles would likely provide an economical deep foundation system. Based on the boring drilled for this project, a firm bearing stratum for pile embedment purposes appears to be present at 23 feet below the ground surface. Timber piles would derive their capacity from a combination of friction and end - bearing. Treated timber piling with a minimum tip diameter of 8 inches would be capable of supporting design loads of 20 tons each when driven to a depth of about 35 feet. Timber piling should be driven with an air, steam, or diesel hammer capable of delivering 15,000 foot- pounds of energy. All piles should be driven under the full time observation of the soils engineer and pile capacity should be confirmed with an appropriate dynamic pile driving formula. Foundation support for other cellular towers has typically been attained by construction of drilled piers. Based on our explorations, drilled piers would not be feasible to construct on this site, due to the high water table. We anticipate the loose sands below the water table would produce caving in the pier excavations. Cellular One W -6565 11 January 1990 Page 4 Because of severe caving and high groundwater levels, casing the hole would apparently require dewatering in advance of construction. However dewatering to such great depths could produce significant settlement in the area, and would therefore not be advisable. Instead, we would recommend installation of a pile foundation which would limit disturbance of the soils. Possible deep foundation options would include augercast piles or driven timber piles. The timber pile advantages are low cost and relative ease of installation. The disadvantages of the timber piles are that uplift capacity will be limited depending on the depth of penetration into the medium dense to dense stratum that can be achieved. For augercast piles the advantage is that sufficient depth can be obtained to resist uplift. The disadvantage is that the depth of the pile is limited by the diameter used and that it is likely that more concrete will be needed than usual due to the very soft soils near the surface. The previous recommendations for driven piles for the equipment building will also apply for the tower. The following additional recommendations pertain to the timber piles. The bearing capacities available in the upper 23 feet of the pile should be neglected. For frictional resistance, acting both downward and in uplift, we recommend using an allowable skin friction of 0.2 TSF for that portion of the pile embedded below 23 feet. It is likely that the timber piles would only be capable of being driven to a maximum depth of 35 feet. Piles should be driven no closer then 3 times the diameter of the pile. For design of augercast piles, the following parameters will be applicable. The recommended value for bearing capacity for end - bearing capacity is 1.6 D/B TSF (in tons per square foot), where D is the embedment depth (in feet) into the bearing soil (below 23 feet) and B is the diameter of pile in feet. The limiting allowable end - bearing pressures provided may be used for piers embedded at least 8 pier diameters into the bearing layers. For frictional resistance, acting both downward and in uplift, we recommend using an allowable skin friction of 0.1 TSF for that portion of the augercast pile embedded below 23 feet. The total length of the augercast pile should be limited to 30 times the pile diameter. Cellular One W-6565 11 January 1990 Page 5 The response characteristics of a pile or pile group to lateral load depends on the structural configuration of the pile group. Lateral load capacities are generally governed by limiting pile deflection at the groundline or top of pile. The deflection will depend on the pile stiffness with respect to the soil, the length of the pile and degree of fixity at the pile head. Using the criteria presented subsequently, the deflection at the ground surface and maximum bending moments produced by a lateral load at the top of the pile can be determined. If very high lateral loads are to be resisted, it may be necessary to utilize batter piles. We assume the pile head is fixed against rotation. The lateral capacity which may be developed by granular soils surrounding the embedded portion of a single pile may be evaluated by elastic considerations. Parameters which impact this analysis include the elastic modulus (E) of the pile material, the shape of the pile (as it determines the moment of inertia (I) of the pile) and the constant of subgrade reaction of site soils (nh). Using these values, the relative stiffness factor (T) if the pile can be determined based on the following equation, T= (EI /nh)0.2. Values of nh to be used in the analysis are primarily a function of the consistency and texture of the soil which the pile penetrates. For the limiting condition of saturated, loose sand disclosed at the site, a value of nh of 4 pci (pounds per cubic inch) is recommended. For fixed head conditions, the moment and deflection can be calculated using elastic methods. The maximum deflection which occurs at the ground surface would be: y = 0.92 PT3 /EI where P is applied shear load and the other terms have been previously defined. The moment at the ground surface and the maximum moment (at a depth of 2.0T) below the ground surface are ( -) 0.9 and 0.25 times the product of P times T, respectively. The lateral capacity of closely spaced groups of piles can be significantly different than that of a single isolated pile. Specifically, group effects tend to influence the deflection behavior of piles when they are spaced closer than about eight pile diameters in the direction of the applied lateral load. In general, the lateral deflections of piles in a group would be approximately twice that for a single isolated pile. Individual piles subjected to Cellular One W-6565 11 January 1990 Page 6 repetitive cyclic Toads may result in deflection magnitudes up to twice that of a pile subjected to a static load. Therefore, for a given design load, we consider it appropriate to generally double the computed static deflection values presented above. Ultimate pile lateral Toad capacity can be estimated based on deflection or bending moment criteria using the above relations. Lateral load capacity can also be estimated by consideration of passive soil resistance. We recommend considering the ultimate soil resistance to lateral pile loading as the passive resistance available within a depth equal to eight times the pile width or diameter. Ultimate passive resistance can be taken as a triangular pressure distribution modeled as an equivalent fluid weight of 350 pounds per cubic foot (pcf) for non- saturated soils. Groundwater levels were approximately 8 feet below existing site grades during drilling. An ultimate passive pressure equal to 200 pcf should be assumed for saturated soils. If the required lateral capacity can not be obtained by the piles installed for the tower, batter piles may be necessary to resist the lateral forces. We recommend a maximum batter angle of 1H:4V (Horizontal:Vertical). Batter piles lateral capacity can be assumed equal to the horizontal component of the allowable pile compressive capacity when battered. Cellular One 11 January 1990 W -6565 Page 7 We trust this letter is sufficient for your current needs. We would be able to review your final pile design using the above parameters or to refine these estimates based on specific pile diameters and lengths, as well as to provide construction observation services, and to answer any questions you may have regarding soil design pressure. Respectfully submitted, RITTENHOUSE -ZEMAN & ASSOCIATES, INC. tfw. Larry A. Boge, P.E. Project Engineer s s. D RA 4, C,"e°4 . • • • k• Associate • Enclosures: Figure 1 - Vicinity Map Figure 2 - Site and Exploration Plan Boring B -1 James S. Dransfield, P.E. LAB:caol A 109117 :? PARK J SW VIM ST lW1 36 31 idM ST 1TTN > J r7 190TH 1 (1111 N a 1�+1D :l_J h= 191N�f f1 'IOTM ST S?j r 197+0 ST • S 1':NO CELLULAR ONE TUKWILA, WASHINGTON SITE VICINITY MAP FIGURE 1 w.o. W -6565 BY LAB DATE DEC 1989 SCALE N.T.S. RITTENHOUSE- ZE.IL4N & ASSOCIATES. INC. Centechnical & Nydrngenlugical Consultants 1400 140th Avenue a .V. E. Bellevue . 11.4 )8005 TACOMA P.S.E. R/W LONGACRES WAY B —t ELECTRONIC EQUIPMENT SHELTER 0 20 40 APPROXIMATE SCALE IN FEET LEGEND INDICATES BORING NUMBER AND APPROXIMATE LOCATION S. 185th STREET CELLULAR ONE TUKWILA, WASHINGTON SITE & EXPLORATION PLAN FIGURE 2 W p • W -8565 BY LAB DATE DEC 1989 SCALE NOTED RITTENHOC SE- ZE:I1:1N & ASSOCIATES. INC. Georechnical & I dmgeological Consultants W(X) l40rh Avenue N. E. Bellevue. J4,4 98005 f RZA mosamiabolooll RITTENIIOUSE -ZEMAN & ASSOC., INC. Geotechnical / Environmental Cousnitnnts BORING NUMBER ._.». -�I_ W.O. itmF.5"1174 _.._ PROJECT NAME Cellular One, Tukwila SOIL DESCRIPTION Ground Surface Elevation Approximately Feet TOPSOTT., rootR and organirR Medium dense, moist, brown, silty SAND Interbedded Very soft to soft, grayish brown, saturated, sandy SILT to silty CLAY -10 -15 -20 Medium dense to dense, black, saturated, silty SAND (continued) SAMPLING I 2' OD SPLIT SPOON SAMPLE 3' OD SHELBY SAMPLE 2.5' ID RING SAMPLE B BULK SAMPLE * SAMPLE NOT RECOVERED - 25 -30 - 35 cc STANDARD PENETRATION RESISTANCE A BLOWS PER FOOT (140 Ib. hammer, 30 inch drop) 10 20 30 40 50 40 GROUND WATER ) I .35/1.2 SEAL DATE WATER LEVEL Q AT TIME OF DRILLING A1f' OE,SERVAIION WELL TIP LABORATORY TESTS • % WATER CONTENT NP NON PLASTIC ----® - ---i+— LIOl1ID LII.1IT t — NATURAL WATER CONTENT - PLA:,TIC LIMIT RZA rof RITTEN11OI1SE -ZEMAN & ASSOC., INC. mosseitatevxm Geolecl►aical / Ilyrlrogeological Consultants BORING NUMBER __. 8.- L. W.O. .W7.5555 PROJECT NAME Cellular One, Tulciui 1 l SOIL DESCRIPTION Ground Surface Elevation Approximately Feet Medium dense to dense, black, saturated, silty SAND Total depth 99 feet completed 19 December 1989 SAMPLING 1 2' OD SPLIT SPOON SAMPLE i4 11 3' OD SHELB? SAMPLE 2.5' ID RING SAMPLE B BULK SAMPLE * SAMPLE NOT RECOVERED 60 1; Y STANDARD PENETRATION RESISTANCE ® BLOWS PER FOOT (140 Ib. hammer, 30 Inch drop) 0 10 20 30 40 50 60 70 80 90 100 GROUND WATER SEAL DATE WATER LEVEL $Z_ AT TIME OF DRILLING Am r OBSERVATION IJ WELL TIP LABORATORY TESTS • WATER CONTENT NP NON PLASTIC ! - -� -`--1 -- LIOI1ID LR.111 k--- NATIIRAL WATER CONTENT PLASTIC t IU41l 10 -01 -2012 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director SUNNY AUSINK 111 S JACKSON ST #200 SEATTLE WA 98104 RE: Permit No. D12 -098 AT &T MOBILITY (SS05) 15700 NELSON PL TUKW 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, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 11/27/2012. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 11/27/2012, 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, Penn' er Marshall t Technician File: Permit File No. D12-098 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax 206 -431 -3665 •PERMIT CO D CO PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PROJECT NAME: SITE ADDRESS: D12 -098 AT &T MOBILITY (SS05) DATE: 03/30/12 15700 NELSON PL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DFPARTM NTS: wC, Building Divis.on lic Works t \p 041o.(ti 017 AIL Fire Prevention 11 Structural n 09--' 12. Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 0174 Incomplete DUE DATE: 04/03/12 Not Applicable Comments: 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 [t Structural Review Required REVIEWER'S INITIALS: No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05/01/12 Approved ❑ Approved with Conditions kr Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 02/29/12 Contractors or Tradespeople Pry er Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &1 to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name ROSH CONSTRUCTION LLC UBI No. 602329626 Phone 5035694183 Status Active Address Po Box 7227 License No. ROSHCCL97109 Suite /Apt. License Type Construction Contractor City Bonney Lake Effective Date 9/29/2003 State WA Expiration Date 3/10/2013 Zip 98391 Suspend Date County Pierce Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date LAUGHLIN, RON Partner /Member 09/29/2003 Bond Amount TURNRIDGE, JOSHUA Partner /Member 09/29/2003 100171816 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 American Contractors Indem CO 100171816 08/04/2011 Until Cancelled $12,000.0008/04 /2011 3 AM STATES INS 6592990 08/01/2008 Until Cancelled 08/01/2011 $12,000.0008/08 /2008 2 WESTERN SURETY CO 70227892 01/10/2007 Until Cancelled 07/18/2008 $12,000.0002/06 /2007 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 7 Colony Ins Co GL952501 06/10/2011 06/10/2013 $1,000,000.0005 /04/2012 6 First Mercury Ins Co FMWA001496 06/10/2010 06/10/2012 $1,000,000.0004 /27/2011 5 OHIO CAS INS BK054108676 06/10/2009 06/10/2011 $1,000,000.0005 /10/2010 4 SCOTTSDALE INS CO CLS1502774 06/10/2008 06/10/2009 $1,000,000.00 07/09/2008 3 SCOTTSDALE INS CO CLS1376643 06/10/2007 06/10/2008 $1,000,000.00 07/12/2007 2 SC CL50807135 06/10/2006 06/10/2007 $1,000,000.00 01/24/2007 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 05/31/2012 PROJECT INFORMATION PROJECT DESCRIPTION: AT &T TO MODIFY EXISTING UNSTAFFED TELECOMMUNICATION FACILITY BY REMOVING (3) PANEL ANTENNAS, (1) PER SECTOR AND REPLACING WITH (3) PROPOSED LTE PANEL ANTENNAS (1) PER SECTOR, (6) PROPOSED RRH UNITS (2) PER LTE PANEL ANTENNA MOUNTED AT EXISTING ANTENNA MOUNT PLATFORM, (1) PROPOSED SQUID MOUNTED AT EXISTING ANTENNA LEVEL, (1) PROPOSED GPS ANTENNA MOUNTED NEAR EXISTING GPS ANTENNA AND PROPOSED LTE EQUIPMENT TO BE LOCATED IN EXISTING RACK WITHIN EXISTING AT &T EQUIPMENT SHELTER. APPLICANT: AT &T MOBILITY RTC BUILDING 3 16221 NE 72ND WAY REDMOND, WA 98052 CODE INFORMATION: ZONING CLASSIFICATION: TUC CONSTRUCTION TYPE: II BUILDING CODE: 2009 IBC OCCUPANCY: S -2 JURISDICTION: CITY OF TUKWILA CURRENT USE: UNMANNED TELECOMMUNICATIONS FACILITY PROPOSED USE: UNMANNED TELECOMMUNICATIONS FACILITY SITE LOCATION: (BASED ON NAD 83): LATITUDE: 47' 27' 43" N LONGITUDE: -122' 14' 34" W TOP OF STRUCTURE AGL: 115' -0" BASE OF STRUCTURE AMSL: 28' -0" PARCEL NUMBER: 1000580- 0029 -05 GENERAL INFORMATION: 1. PARKING REQUIREMENTS ARE UNCHANGED. 2. TRAFFIC IS UNAFFECTED. PROPERTY OWNER: WILTON FAMILY PT SHIP LP 18515 134TH STREET NE MONROE, WA 98272 TEAM LEAD: WESTOWER 7525 SE 24TH STREET, SUITE 500 MERCER ISLAND, WA 98040 CONTACT: KEITH ELWELL PH: (425) 753 -3458 SITE ACQUISITION: PACIFIC TELECOM SERVICES, LLC 111 SOUTH JACKSON STREET, 2ND FLOOR SEATTLE, WA 98104 CONTACT: TERI BATTSTONE PH: (206) 342 -6386 PERMITTING: PACIFIC TELECOM SERVICES, LLC 111 SOUTH JACKSON STREET, 2ND FLOOR SEATTLE, WA 98104 CONTACT: SUNNY AUSINK PH: (206) 342 -6390 CONSTRUCTION MANAGER: WESTOWER 7525 SE 24TH STREET, SUITE 500 MERCER ISLAND, WA 98040 CONTACT: KEITH ELWELL PH: (425) 753 -3458 RF ENGINEER: WESTOWER 7525 SE 24TH STREET, SUITED 500 MERCER ISLAND, WA 98040 MICHELLE BRAASCH PROJECT TEAM PROJECT ARCHITECT RICHARD B. HALL, AIA PACIFIC TELECOM SERVICES, LLC 111 SOUTH JACKSON STREET, 2ND FLOOR SEATTLE, WA 98104 CONTACT: ROBERT LEIGHTON PH: (206) 464 -4402 EMAIL: RLEIGHTON©PTSWA.COM PROJECT CONSULTANT PACIFIC TELECOM SERVICES, LLC 111 SOUTH JACKSON STREET, 2ND FLOOR SEATTLE, WA 98104 CONTACT: KATIE KENNEY PH: (206) 909 -9454 PROJECT CONSULTANT WESTOWER 7525 SE 24TH STREET, SUITE 500 MERCER ISLAND, WA 98040 PH: (206) 819 -4727 at&t Your world. Delivered. so UTH CENTER SSO5 15700 NELSON PL TUKWILA, WA 98188 VICINITY MAP DRIVING DIRECTIONS START FROM REGIONAL OFFICE, WA DEPART NE 72ND WAY TOWARD 164TH AVE NE 0.1 MI TURN RIGHT ONTO 164TH AVE NE, AND THEN IMMEDIATELY TURN RIGHT ONTO BEAR CREEK PKWY 0.4 MI TURN LEFT ONTO LEARY WAY NE 0.1 MI ROAD NAME CHANGES TO NE LEARY WAY 0.2 MI TAKE RAMP RIGHT FOR SR -520 WEST TOWARDSEATTLE 5.0 MI TAKE RAMP RIGHT FOR 1 -405 SOUTH TOWARDRENTON 14.0 MI AT EXIT 1, TAKE RAMP RIGHT TOWARD W. VALLEY HWY. / TUKWILA 0.3 MI TURN RIGHT ONTO INTERURBAN AVE S 0.1 MI BEAR RIGHT ONTO SR -181 / W VALLEY HWY 0.2 MI TURN LEFT ONTO S 156TH ST 0.1 MI TURN LEFT ONTO NELSON PL 0.1 MI ARRIVE AT 15700 NELSON PL, TUKWILA, WA 98188 -5502 ON THE LEFT APPROVAL DATE SIGNATURE APPROVAL DATE SIGNATURE RF ENGINEER: 0 02/28/11 LANDLORD: D8 1 RF MANAGER: REVISED FOR FINAL CONSTRUCTION NL SITE ACQUISITION: OPPS MANAGER: ZONING AGENT: CONSTR MANAGER: PROJECT MANAGER: NSB MANAGER: CONSTR MANAGER: TRANSPORT: EQUIP ENGINEER: NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET COMPLIANCE: REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED SEF;RATE PERMIT F EQU1RED FOR: 0 Mechanical `ctrical 0 Plumbing 0 Gas PION; Ci'y of Tukwila L 1 1NrIG DIVISION PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. REVISED FINAL CONSTRUCTION DRAWINGS DRAWING INDEX SHEET DESCRIPTION T -1 TITLE SHEET G -1 GENERAL NOTES G -2 GENERAL NOTES & SYMBOLS A -1 SITE PLAN A -2 EXISTING & PROPOSED ENLARGED SITE PLANS A -3 EXISTING & PROPOSED EQUIPMENT LAYOUTS A -4 EXISTING & PROPOSED SOUTH ELEVATIONS A -5 EQUIPMENT DETAILS RF -1 ANTENNA CONFIGURATIONS RF -2 RF & EQUIPMENT DETAILS E -1 SCHEMATIC GROUNDING PLAN E -2 GROUNDING DETAILS PIMPING APPROVED No dhanges ire be madeto these Plan Without approval from the Planning Division of DCD Approved By: LS Date:, 5' ?-1 - 03- 26 -1?. REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. COT : ev<s ons will require a new plan submittal and may include additional plan review fees. LEGAL DESCRIPTION MEADER HENRY D -C #46 LOT 1 OF CITY OF TUKWILA SHORT PLAT NO 91 -10 -22 RECORDING NO 9211101676 SAID SHORT PLAT DAF -POR OF HENRY MEADER D C NO 46 IN SECTION 24 -23 -04 DAF -BEG SW CORNER OF SECTION 24TH S 87 -48 -34 E 1110.88 FT TO MONUMENTED C /L, OF STATE ROAD 2 -M WEST VALLEY ROAD TH N 07 -42 -44 W 587.30 FT TH N 87 -08 -00 E ALG C/L OF S 158TH ST 519.25 FT TO ELY MARGIN OF PUGET SOUND POWER & LIGHT CD R/W TH N 01 -21 -41 W 18.08 FT TO POB TH N 87 -15 -22 E ALG NLY MGN OF S 158TH ST 127.98 FT TO WLY MGN OF CHICAGO- MILWAUKEE & ST PAUL RR R/W TH N 03 -34 -46 E 273.59 FT TH S 87 -15 -22 W 152.17 FT TO PUGET SOUND POWER & LIGHT ND R/W TH SLY ALG ELY MGN OF SAID R/W 272 FT MORE OR LESS TO POB. FI COPY Permit No., I?• O$ Pl ^� r^ view approval is subject to errors and omissions. 1,; _ .. al of construction documents does not authorize I„ ';31on of any adopted code or ordinance. Receipt L ;roved Field Copy and conditions is acknowledged: Date: 5- 3i -1 �. By City Of llakwita BUILDING DIVISION ABBREVIATIONS A/C AIR CONDITIONING AGL ABOVE GROUND LEVEL APPROX APPROXIMATELY BLDG BUILDING BLK BLOCKING CLG CLR CON C CO NST CONT DBL DIA DIAG DN DET DWG EA ELEV ELEC EQ EQUIP EXT FIN FLUOR FLR FT GA GALV GC GRND GYP BD CEILING CLEAR CONCRETE CONSTRUCTION CONTINUOUS DOUBLE DIAMETER DIAGONAL DOWN DETAIL DRAWING EACH ELEVATION ELECTRICAL EQUAL EQUIPMENT EXTERIOR FINISH FLOURESCENT FLOOR FOOT GAUGE GALVANIZED GENERAL CONTRACTOR GROUND GYPSUM WALL BOARD HORZ HR HT HVAC ID IN INFO INSUL INT IBC LBS MAX MECH MTL MFR MGR MIN MISC RO NA NIC NTS OC HORIZONTAL HOUR HEIGHT HEATING VENTILATION AIR CONDITIONING INSIDE DIAMETER INCH INFORMATION INSULATION INTERIOR INTERNATIONAL BUILDING CODE POUNDS MAXIMUM MECHANICAL METAL MANUFACTURE MANAGER MINIMUM MISCELLANEOUS ROUGH OPENING NOT APPLICABLE NOT IN CONTRACT NOT TO SCALE ON CENTER OD OUTSIDE DIAMETER PLYWD PROJ PROP PT REQ RM SHT SIM SPEC SF SS STL STR U CT STD SUSP THRU TNNG TIP PLYWOOD PROJECT PROPERTY PRESSURE TREATED REQUIRED ROOM SHEET SIMILAR SPECIFICATION SQUARE FOOT STAINLESS STEEL STEEL STRUCTURAL STU D SUSPENDED THROUGH TINNED TYPICAL REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 2 2012 vva City of Tukwila BUILDING DIVISION UNO UNLESS NOTED OTHERWISE VERT VERTICAL VI F W/ W/O WP VERIFY IN FIELD WITH WITHOUT WATER PROOF ILL tri�-svtu MAR' 3 02012 'EMI CENTER ols THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. 0 Your world. Delivered. at &t e AfottAu PACIFIC TELECOM SERVICES, LLC rREGISTERED ARCHITECT Cle RI HAR STATE OF W B. H EXPIRATION DATE OF THE LICENSE: 08!20113 SOUTHCE\TER O Cri C!� 0 z 0 w z TUKWILA, WA 98188 REVISIONS NO. DATE DESCRIPTION INITIAL A 12/29/10 ISSUED FOR PCD REVIEW AM 0 02/28/11 ISSUED FOR ANAL CONSTRUCTION D8 1 03/26/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE TITLE SHEET SHEET NUMBER T -1 GENERAL NOTES: 1. THE CONTRACTOR SHALL NOTIFY TOWER NETWORK CARRIER OF ANY ERRORS, OMISSIONS, OR INCONSISTENCIES AS THEY MAY BE DISCOVERED IN PLANS, DOCUMENTS, NOTES, OR SPECIFICATIONS PRIOR TO STARTING CONSTRUCTION INCLUDING, BUT NOT LIMITED BY, DEMOLITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY ERROR, OMISSION, OR INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION OF TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER AND SHALL INCUR ANY EXPENSES TO RECTIFY THE SITUATION. THE MEANS OF CORRECTING ANY ERROR SHALL FIRST BE APPROVED BY TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. CONTRACTORS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR HAVING BEEN AWARDED THIS PROJECT SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION /CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE 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. . FOR COLLOCATION SITES: CONTACT TOWER OWNER REPRESENTATIVE FOR PARTICIPATION IN BID WALK. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR, AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE PROJECT AS DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL. 5. THE ARCHITECTS /ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHITECT /ENGINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. 6. DRAWINGS ARE NOT TO BE SCALED UNDER ANY CIRCUMSTANCE. TOWER NETWORK CARRIER IS NOT RESPONSIBLE FOR ANY ERRORS RESULTING FROM THIS PRACTICE WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS. 7. OWNER, CONTRACTOR, AND TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER SHALL MEET JOINTLY TO VERIFY ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. 8. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS /CONTRACT DOCUMENTS. 9. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS. 10. THE CONTRACTOR SHALL PROVIDE TOWER NETWORK CARRIER PROPER INSURANCE CERTIFICATES NAMING TOWER NETWORK CARRIER AS ADDITIONAL INSURED, AND TOWER NETWORK CARRIER PROOF OF LICENSE(S) AND PE & PD INSURANCE. 11. 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, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 12. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S /VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 13. 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. 14. GENERAL CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE, A FULL SET OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. THIS SET IS A VALID CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS STAMPED "FOR CONSTRUCTION" AND EACH SUCCESSIVE SHEET BEARS THE ARCHITECT'S SIGNED WET STAMP. 15. A COPY OF GOVERNING AGENCY APPROVED PLANS SHALL BE KEPT IN A PLACE SPECIFIED BY THE GOVERNING AGENCY, AND BY LAW, SHALL BE AVAILABLE FOR INSPECTION AT ALL TIMES. THE PLANS ARE NOT TO BE USED BY THE WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION AS GOVERNING AGENCY APPROVED PLANS. THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS, IN GOOD CONDITION, COMPLETE WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES UNDER THE DIRECT CARE OF THE SUPERINTENDENT. THE CONTRACTOR SHALL SUPPLY TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER. WITH A COPY OF ALL REVISIONS, ADDENDA, AND /OR CHANGE ORDERS AT THE CONCLUSION OF THE WORK AS A PART OF THE AS -BUILT DRAWING RECORDS. 16. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. 17. THE CONTRACTOR SHALL STUDY THE STRUCTURAL, ELECTRICAL, MECHANICAL, AND PLUMBING PLANS AND CROSS CHECK THEIR DETAILS, NOTES, DIMENSIONS, AND ALL REQUIREMENTS PRIOR TO THE START OF ANY WORK. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE PROJECT AND SITE WHILE THE WORK IS IN PROGRESS UNTIL THE JOB IS COMPLETE. 19. THE CONTRACTOR HAS THE RESPONSIBILITY OF LOCATING ALL EXISTING UTILITIES WHETHER OR NOT SHOWN ON THE PLANS, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR, OR SUBCONTRACTOR AS SPECIFIED IN THE AGREEMENT BETWEEN SUBCONTRACTOR AND CONTRACTOR, SHALL BEAR THE EXPENSES OF REPAIR AND /OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGE BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK. 20. THE REFERENCES ON THE DRAWINGS ARE FOR CONVENIENCE ONLY AND SHALL NOT LIMIT THE APPLICATION OF ANY DRAWING OR DETAIL. 21. ALL DIMENSIONS ON THE PLANS ARE TO FACE OF STUD (F.O.S.) UNLESS NOTED OTHERWISE (U.N.O.). 22. ALL EXISTING CONSTRUCTION, EQUIPMENT, AND FINISHES NOTED TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND WILL BE REMOVED FROM THE SITE WITH THE FOLLOWING EXCEPTIONS: A. PROPERTY NOTED TO BE RETURNED TO THE OWNER. B. PROPERTY NOTED TO BE REMOVED BY THE OWNER. 23. THE GOVERNING AGENCIES, CODE AUTHORITIES, AND BUILDING INSPECTORS SHALL PROVIDE THE MINIMUM STANDARDS FOR CONSTRUCTION TECHNIQUES, MATERIALS, AND FINISHES USED THROUGHOUT THE PROJECT. TRADE STANDARDS AND /OR PUBLISHED MANUFACTURERS SPECIFICATIONS MEETING OR EXCEEDING DESIGN REQUIREMENTS SHALL BE USED FOR INSTALLATION. 24. WHEN REQUIRED STORAGE OF MATERIALS OCCURS, THEY SHALL BE EVENLY DISTRIBUTED OVER ROUGH FRAMED FLOORS OR ROOFS SO AS NOT TO EXCEED THE DESIGNED LIVE LOADS FOR THE STRUCTURE. TEMPORARY SHORING AND /OR BRACING IS TO BE PROVIDED WHERE THE STRUCTURE HAS NOT ATTAINED THE DESIGN STRENGTH FOR THE CONDITIONS PRESENT. 25. PRIOR TO THE POURING OF ANY NEW SLAB OVER AN EXISTING SLAB THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, CHASES, AND EQUIPMENT WHICH ARE TO BE IMPLEMENTED INTO THE NEW WORK. ALL ITEMS DESIGNATED TO BE ABANDONED SHALL BE NOTED AND DISCUSSED WITH THE OWNER AND TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER AS PART OF THE AS -BUILT DRAWING PACKAGE. 26. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. LISTED OR FIRE MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. 27. BUILDING INSPECTORS AND /OR OTHER BUILDING OFFICIALS ARE TO BE NOTIFIED PRIOR TO ANY GRADING, CONSTRUCTION, AND ANY OTHER PROJECT EFFORT AS MANDATED BY THE GOVERNING AGENCY. 28. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2 -A OR 2 -A1OBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. 29. THE PROJECT, WHEN COMPLETED, SHALL COMPLY WITH LOCAL SECURITY CODES AND TITLE -24 ENERGY CONSERVATION REQUIREMENTS. (TITLE -24 WHEN APPLICABLE) 30. ALL GLASS AND GLAZING IS TO COMPLY WITH CHAPTER 54 OF THE U.S. CONSUMER SAFETY COMMISSION - SAFETY STANDARDS FOR ARCHITECTURAL GLAZING MATERIALS (42 FR 1428, CFR PART 1201) AND LOCAL SECURITY REQUIREMENTS. 31. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. 32. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. • 33. NEW CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL MATCH IN FORM, TEXTURE, FINISH, AND IN MATERIALS EXCEPT AS NOTED IN THE PLANS AND SPECIFICATIONS. 34. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BACKING, BLOCKING, AND /OR SLEEVES REQUIRED FOR THE INSTALLATION OF FIXTURES, MECHANICAL EQUIPMENT, PLUMBING, HARDWARE, AND FINISH ITEMS TO INSURE A PROPER AND COMPLETE JOB. 35. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A PROJECT LEVEL, STRAIGHT, AND TRUE ACCORDING TO THE PLANS. THE CONTRACTOR SHALL COMPARE THE LINES AND LEVELS OF THE EXISTING CONDITIONS WITH THOSE SHOWN ON THE PLANS PRIOR TO THE START OF ANY CONSTRUCTION. TOWER NETWORK CARRIER SHALL BE NOTIFIED OF ANY ERRORS, OMISSIONS, OR INCONSISTENCIES PRIOR TO ANY CONSTRUCTION. 36. THE CONTRACTOR IS TO PROVIDE PROTECTION FOR ADJOINING PROPERTIES FROM PHYSICAL HARM, NOISE, DUST, DIRT, AND FIRE AS REQUIRED BY THE GOVERNING AGENCIES. 37. WHERE SPECIFIED, MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS AND /OR REVISIONS AVAILABLE AS REQUIRED BY THE GOVERNING AGENCY RESPONSIBLE FOR RECORDING THE RESULTS. 38. THE CONTRACTOR IS RESPONSIBLE FOR THE STORAGE OF ALL MATERIALS AND SHALL NOT DO SO ON PUBLIC PROPERTY WITHOUT A PERMIT TO DO SO FROM THE GOVERNING AGENCIES FOR THIS PURPOSE. 39. GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS TO BE USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY SHOWN OTHERWISE. 40. TRADES INVOLVED IN THE PROJECT SHALL BE RESPONSIBLE FOR THEIR OWN CUTTING, FITTING, PATCHING, ETC., SO AS TO BE RECEIVED PROPERLY BY THE WORK OF OTHER TRADES. 41. ALL DEBRIS AND REFUSE IS TO BE REMOVED FROM THE PROJECT PREMISES AND SHALL BE LEFT IN A CLEAN (BROOM FINISH) CONDITION AT ALL TIMES BY EACH TRADE AS THEY PERFORM THEIR OWN PORTION OF THE WORK. 42. TOWER NETWORK CARRIER DOES NOT GUARANTEE ANY PRODUCTS, FIXTURES, AND /OR ANY EQUIPMENT NAMED BY A TRADE OR MANUFACTURER. GUARANTEE OR WARRANTY THAT MAY BE IN EFFECT IS DONE SO THROUGH THE COMPANY OR MANUFACTURER PROVIDING THE PRODUCT, FIXTURE, AND /OR EQUIPMENT ONLY: UNLESS SPECIFIC RESPONSIBILITY IS ALSO PROVIDED BY THE CONTRACTOR /SUBCONTRACTOR IN WRITTEN FORM. 43. CAUTION! CALL BEFORE YOU DIG! BURIED UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE -CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. 1- 800 - 424 -5555. 44. CONTRACTOR TO REPLACE AND /OR REROUTE ANY EXISTING UNDERGROUND UTILITIES ENCOUNTERED DURING TRENCHING AND GENERAL CONSTRUCTION. 45. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO PLACEMENT OF MONOPOLE FOOTING AND OTHER STRUCTURES TO BE PLACED IN GROUND. SEE GENERAL NOTE #6 ON THIS SHEET. 46. SEE CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION. 47. CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND SUBMIT TO TOWER NETWORK CARRIER ALONG WITH REDLINED CONSTRUCTION SET. 48. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP (REDLINING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE REDLINED SET TO TOWER NETWORK CARRIER UPON COMPLETION. 49. GENERAL CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER COMPANY AS REQUIRED. CONTRACTOR TO REPORT POWER INSTALLATION COORDINATION SOLUTION(S) TO NETWORK CARRIER REPRESENTATIVE, PROJECT CONSTRUCTION MANAGER AND ARCHITECT. 50. ANY SUBSTITUTIONS OF MATERIALS AND /OR EQUIPMENT, MUST BE APPROVED BY TOWER NETWORK CARRIER CONSTRUCTION MANAGER. 51. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REMEDY ALL FAULTY, INFERIOR, AND /OR IMPROPER MATERIALS, DAMAGED GOODS, AND /OR FAULTY WORKMANSHIP FOR ONE (1) YEAR AFTER THE PROJECT IS COMPETE AND ACCEPTED UNDER THIS CONTRACT; UNLESS NOTED OTHERWISE IN THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. (EXCEPTION) THE ROOFING SUBCONTRACTOR SHALL FURNISH A MAINTENANCE AGREEMENT FOR ALL WORK DONE, COSIGNED BY THE GENERAL CONTRACTOR, TO MAINTAIN THE ROOFING IN A WATERTIGHT CONDITION FOR A PERIOD OF TWO (2) YEARS STARTING AFTER THE DATE OF SUBSTANTIAL COMPLETION OF THE PROJECT, UNLESS OTHERWISE WRITTEN IN THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. 52. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION FOR THE SAFETY OF THE OWNER'S EMPLOYEES, WORKMEN, AND ALL TIMES DURING THE CONSTRUCTION OF THE PROJECT. 53. THE CONTRACTOR SHALL BE REQUIRED TO PAY FOR ALL NECESSARY PERMITS AND /OR FEES WITH RESPECT TO THE WORK TO COMPLETE THE PROJECT. BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR HIS REPRESENTATIVE. CONTRACTOR SHALL OBTAIN PERMIT AND MAKE FINAL PAYMENT FOR SAID DOCUMENT. 54. THE ARCHITECT /ENGINEER IN CHARGE SHALL SIGN AND SEAL ALL DRAWINGS AND /OR SPECIFICATIONS. 55. TOWER NETWORK CARRIER WILL REVIEW AND APPROVE SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE WITH DESIGN CONCEPT. TOWER NETWORK CARRIER PROJECT APPROVAL OF A SEPARATE ITEM SHALL NOT INCLUDE APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS. 56. ALL ANTENNAS MOUNTED ON ROOF SUPPORT FRAMES TO BE PROVIDED BY TOWER NETWORK CARRIER COMMUNICATIONS. 57. CONTRACTOR TO PROVIDE TRENCH AS REQUIRED TO INSTALL BOTH ELECTRICAL AND TELEPHONE UNDERGROUND CONDUITS ( #40 PVC) PER S.C.E. WORKORDER. BACKFILL WITH CLEAN SAND AND COMPACT TO THE SATISFACTION OF THE DISTRICTS INSPECTOR. REPLACE FINISH GRADE WITH MATCHING MATERIALS (GRASS, ASPHALT, CONCRETE, ETC.) 58. CONTRACTOR TO PROVIDE HEAVY STEEL PLATES AT OPEN TRENCHES FOR SAFETY AND TO PROTECT EXISTING GROUND SURFACES FROM HEAVY EQUIPMENT UTILIZED DURING CONSTRUCTION. 59. CONTRACTOR TO PATCH AND REPAIR ALL GROUND SURFACES WITHIN THE CONSTRUCTION AREA AS NECESSARY TO PROVIDE A UNIFORM SURFACE AND MAINTAIN EXISTING SURFACE DRAINAGE SLOPES. 60. CONTRACTOR TO REPLACE LANDSCAPE VEGETATION THAT WAS DAMAGED DUE TO CONSTRUCTION, AND TO MODIFY REMAINING IRRIGATION LINES TO OPERATING CONDITION, PROVIDING FULL COVERAGE TO IMPACTED AREAS. 61. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND /OR ANTENNA FRAMES WHERE PENETRATION OF EXISTING ROOFING MATERIALS OCCUR, THE GENERAL CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER AND BUILDING ROOFING CONTRACTOR OF RECORD FOR INSTALLATION, PATCH, REPAIR OR ANY AUGMENTATION TO THE ROOF, AND HAVE THE WORK GUARANTEED UNDER THE ROOFING CONTRACTOR'S WARRANTY FOR MOISTURE PENETRATION OR AND OTHER FUTURE BREACH OF ROOFING INTEGRITY. 62. IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS WITHIN CONCEALED (SHROUDED) SUPPORT FRAMES OR TRIPODS, THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE FRP DESIGNER /FABRICATOR TO ENSURE THAT THE FINAL FRP SHROUD IS SIMULATING (IN APPEARANCE) DESIGNATED EXISTING EXTERIOR BUILDING FACADE MATERIALS, TEXTURES, AND COLORS. THE CONTRACTOR SHALL FURTHERMORE ENSURE THE USE OF COUNTERSUNK FASTENERS IN ALL FRP CONSTRUCTION. WHEN PHOTOSIMULATIONS ARE PROVIDED, THE CONTRACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED IN PHOTOSIMULATION. SHOP DRAWINGS SHALL BE PROVIDED TO THE GENERAL CONTRACTOR, CONSTRUCTION COORDINATOR, AND ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. 63. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND /OR ANTENNA FRAMES WHERE ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED, CONTRACTORS SHALL CONFIRM (PRIOR TO SUBMITTING BID) WITH CONSULTING CONSTRUCTION COORDINATOR AND ARCHITECT THE PRESENCE OF POST TENSION TENDONS WITHIN THE ROOF SLAB - RESULTING FROM AN UNDOCUMENTED DESIGN CHANGE IN THE EXISTING BUILDING "AS -BUILT DRAWING SET" - HAVING INDICATED AN ORIGINAL DESIGN SOLUTION OF REINFORCED CONCRETE W/ EMBEDDED STEEL REBAR. IN THE EVENT POST TENSION SLAB SOLUTION IS PRESENT, CONTRACTOR SHALL INCLUDE PROVISIONS FOR X -RAY PROCEDURES (INCLUDED IN BID) FOR ALL PENETRATION AREAS WHERE ANCHORING OCCURS. 64. GENERAL & SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR ALL CABLE TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE APPLICABLE). PLASTIC ZIP TIES SHALL NOT BE PERMITTED FOR USE ON TOWER NETWORK CARRIER PROJECTS. RECOMMENDED MANUFACTURE SHALL BE: PANDUIT CORP. METAL LOCKING TIES MODEL NO. MLT4S -CP UNDER SERIES -304 (OR EQUAL). PANDUIT PRODUCT DISTRIBUTED BY TRIARC. 65. ALL WORK TO BE DONE BETWEEN HOURS OF 8:00 AM AND 5:00 PM, EXCLUDING HOLIDAYS THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. �p12- o1% REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 2 2012 City of Tukwila BUILDING DIVISION RECtivtu CITY OF TUKWILA MAR 302012 PERMIT CENTER at &t Your world. Delivered. Agoo ESTOINER rrrt1 r A rotom PACIFIC TELECOM SERVICES, LLC RICHARD - a..HALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 REVISIONS NO. DATE DESCRIPTION INITIAL A 12/29/10 ISSUED FOR PCD REVIEW AM 0 02/28/11 ISSUED FOR FINAL CONSTRUCTION DB 1 03/26/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GENERAL NOTES SHEET NUMBER G -1 DESIGN CRITERIA: 1. THE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE 2009 WITH WASHINGTON STATE BUILDING CODE AMENDMENTS (2009 IBC) 2. DESIGN LOADS: DESIGN DATA FOR TUKWILA, WA 98188 -ROOF SNOW LOAD - BASIC WIND SPEED - WIND EXPOSURE - SEISMIC ZONE N/A (NOT A ROOFTOP SOLUTION) 85 MPH (100 MPH 3 SECOND GUSTS) C D CONCRETE NOTES: 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI -318. 2. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH CHAPTER 19 OF THE 2009 IBC. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS. TYPE OF CONSTRUCTION A. SLABS ON GRADE TOPPING SLABS CONCRETE PIERS B. ALL STRUCTURAL CONCRETE EXCEPT WALLS 0. CONCRETE WALLS 28 DAY STRENGTHS W/C (f'c) 2,400 PSI 4,000 PSI MINIMUM CEMENT RATIO CONTENT PER CUBIC YARD < .45 5 y2 SACKS < .45 6 Y2 SACKS 4,000 PSI < .45 6 Y2 SACKS CEMENT SHALL BE ASTM C150, PORTLAND CEMENT TYPE II U.N.O. 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE METHODS AND PROCEDURES OF CONCRETE PLACEMENT. 4. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR - ENTRAINED WITH AN AIR - ENTRAINING AGENT CONFORMING TO ASTM C260, C494, C618, C989 AND C1017. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE 2009 IBC. 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, fy= 60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, fy= 40,000 PSI. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615(S1) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. D14 ARE SUBMITTED. 6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH AC1 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2' -0 ". PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2' -0 ". LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A -185. 8. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, GRADE 60, fy= 60,000 PSI. 9. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT. 10. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: - FOOTINGS AND OTHER UNFORMED 3" SURFACES, EARTH FACE - FORMED SURFACES EXPOSED ( #6 BARS OR LARGER) 2" TO EARTH OR WEATHER ( #5 BARS OR SMALLER) 1 1/2" - SLABS AND WALLS (INTERIOR FACE) 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. 12. ANCHOR BOLTS TO CONFORM TO ASTM A307. 3/4" 13. NON- SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3,000 PSI MINIMUM). 14. ALL EXPANSION ANCHORS TO BE HILTI BRAND. ADHESIVE ANCHORS REQUIRE TESTING TO CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER. STRUCTURAL STEEL NOTES: 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE CONSULTANT FOR REVIEW PRIOR TO FABRICATION. 2. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING FIELD WELDING, HIGH STRENGTH FIELD BOLTING, EXPANSION BOLTS, AND THREADED EXPANSION ANCHORS) SHALL BE BASED ON THE A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" LATEST EDITION. SUPERVISION SHALL BE IN ACCORDANCE WITH 2006 IBC CHAPTER 22, BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE CONSULTANT. THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS. 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: TYPE OF MEMBER A. PLATES, SHAPES, ANGLES, AND RODS B. SPECIAL SHAPES AND PLATES C. PIPE COLUMNS D. STRUCTURAL TUBING E. ANCHOR BOLTS F. CONNECTION BOLTS ASTM ASTM ASTM ASTM ASTM ASTM A36, Fy 36 KSI A572, Fy 50 KSI A53, Fy 35 KSI A500, Fy 46 KSI A307 A325 TWIST -OFF -TYPE 4. ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER A123/A123M -00. 5. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND AWS STANDARDS AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70 XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E70 XX ELECTRODES. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. 6. COLD- FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND GAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES INDICATED. ALL COLD- FORMED STEEL FRAMING SHALL CONFORM TO THE A.I.S.S. "SPECIFICATION FOR THE DESIGN OF COLD- FORMED STEEL STRUCTURAL MEMBERS." 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4" DIA.) AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. 8. NON- STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM A307 BOLTS UNLESS NOTED OTHERWISE. 9. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE DESIGN & CONSTRUCTION SPECIFICATION AND IN ACCORDANCE WITH ASTM A36 UNLESS NOTED OTHERWISE. 10. ALL WELDS TO BE 1/4" FILLET UNLESS NOTED OTHERWISE. 11. TOUCH UP ALL FIELD DRILLING AND WELDING WITH 2 COATS OF GALVACON (ZINC RICH PAINT) OR APPROVED EQUAL. TOWER /POLE NOTES: 1. VERIFICATION THAT THE EXISTING APPLICABLE BUILDING, TOWER, POLE OR WATER TANK CAN SUPPORT THE PROPOSED ANTENNA LOADING SHALL BE PERFORMED BY A REGISTERED STRUCTURAL ENGINEER. (AS PER "ACCIDENT PREVENTION PROGRAM" - BY PERMISSION OF WREN CONSTRUCTION, INC. - 03/01/99) FALL PROTECTION METHODS AND EQUIPMENT ROOF TOP INSTALLATIONS 1. FOR WORK IS BEING PERFORMED WITHIN 25' OF AN UNPROTECTED ROOF EDGE, THE CONSTRUCTION SUPERVISOR SHALL DESIGNATE A TRAINED SAFETY MONITOR TO OBSERVE THE MOVEMENTS AND ACTIVITIES OF THE CONSTRUCTION WORKERS. 2. SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS (LE., BACKING UP TOWARD A ROOF EDGE, ETC.) OR UNSAFE ACTIVITIES. THE SAFETY MONITOR MUST BE ON THE SAME ROOF AND WITHIN VISUAL AND VERBAL DISTANCE OF THE CONSTRUCTION WORKERS. 3. CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN 6' OR LESS OF AN UNPROTECTED ROOF EDGE, REQUIRES WORKERS TO USE SAFETY LINE. 4. SAFETY LINE SHALL BE MINIMUM 34" DIAMETER NYLON, WITH A NOMINAL TENSILE STRENGTH OF 5400 LBS. 5. SAFETY LINE SHALL BE ATTACHED TO A SUBSTANTIAL MEMBER OF THE STRUCTURE. 6. SAFETY LINE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO REACH EDGE OF ROOF, BUT NOT BEYOND. 7. SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS. 8. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION EQUIPMENT SHALL OCCUR BY THE SAFETY COMMITTEE REPRESENTATIVES, INCLUDING: INSPECTION OF CONSTRUCTION AREA FOR HAZARDS USE OF AN INSPECTION CHECKLIST INTERVIEWING COWORKERS REGARDING SAFETY CONCERNS REPORTING AND DOCUMENTING ANY HAZARDS REPORTING HAZARDS TO THE SAFETY COMMITTEE FOR CONSIDERATION POSTING RESULTS OF INSPECTION AND ANY ACTION TAKEN RECEIVING AN UNBIASED REVIEW OF ONE'S OWN WORK AREA BY ANOTHER COWORKER SAFETY REPRESENTATIVE REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL NATIONAL ASSOCIATION OF TOWER ERECTORS 2000 PUBLICATION REFERENCED OSHA REGULATION /STANDARDS SHALL BE REVIEWED BY TOWER ERECTORS, EQUIPMENT INSTALLERS, AND TOWER /ROOF TOP CONTRACTORS /SUBCONTRACTORS 29 CFR 1926.500 - SCOPE, APPLICATION, AND DEFINITIONS 29 CFR 1926.501 - DUTY TO HAVE FALL PROTECTION 19 CFR 1926.502 - FALL PROTECTION SYSTEMS CRITERIA AND PRACTICES SYMBOLS: GRID REFERENCE DETAIL REFERENCE ELEVATION REFERENCE ISECTION REFERENCE CENTERLINE E A PROPERTY /LEASE LINE MATCH LINE WORK POINT GROUND CONDUCTOR TELEPHONE CONDUIT ELECTRICAL CONDUIT COAXIAL CABLE OVERHEAD SERVICE CONDUCTORS -1 GROUT OR PLASTER (E) BRICK .ZZZ 277/7/777ZII7 (E) MASONRY 7 • 0• 70 °`o ASV CONCRETE EARTH GRAVEL PLYWOOD I SAND WOOD CONTINUOUS WOOD BLOCKING r ylr» y2zzT j STEEL NEW EXISTING NEW ANTENNA EXISTING ANTENNA GROUND ROD GROUND BUS BAR • MECHANICAL GRND. CONN. • SPECIAL INSPECTIO \S REQUIRED: SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION CONCRETE OVER 2400 PSI (5)12 SACK MIX) AT 28 DAYS CONCRETE PLACEMENT AT SLAB ON GRADE WRITTEN CERTIFICATION FOR PROPER PLACEMENT OF REINFORCEMENTS AT SLAB ON GRADE FOUNDATION EXCAVATION AND FILL INCLUDING UTILITY TRENCHES CERTIFICATION OF BUILDING PAD, FOUNDATION AND FILL BY THE GEOTECHNICAL ENGINEER OF THE RECORD ❑ VERIFICATIONS OF MILL REPORT ❑ IDENTIFICATION OF STEEL AND AT JOB SITE n ADHESIVE BOLTS IN CONCRETE OR MASONRY ❑ ANCHOR BOLTS INSTALLATION AND PLACEMENT IN CONCRETE ❑ HIGH STRENGTH BOLTING SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD, WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED AND SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. CADWELD GROUND ACCESS WELL ELECTRIC BOX TELEPHONE BOX LIGHT POLE FND. MONUMENT SPOT ELEVATION SET POINT REVISION REVIEWED FOR CODE COMPLIANCE APPROVED MAY 22 2012 City of Tukwila BUILDING DIVISION ❑ SPRAYED -ON- FIREPROOFING ❑ STRUCTURAL MASONRY ❑ PRESTRESSED CONCRETE L ALL FIELD WELDING ❑ REINFORCING PLACEMENT ❑ DESIGNER SPECIFIED (SEE SHEET #__) ❑ OTHER RECtivtu CITY OF TUKWILA MAR 302012 PERMIT CENTER THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at &t Your world. Delivered. ESTOINER M rrl Vt Aw r; A t r -e A 3 ""1-r" PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED ARCHITECT RICHARD $. HALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 SOUTHCENTER O Cr] (J] 15700 NELSON PL TUKWILA, WA 98188 REVISIONS NO. DATE DESCRIPTION INITIAL A 12/29/10 ISSUED FOR PCD REVIEW AM 0 02/28/11 ISSUED FOR FINAL CONSTRUCTION DB 1 03/26/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GENERAL NOTES SHEET NUMBER G -2 I- D 0 V I U J 0 (1) TI) 24 "x36" SCALE: 1" = 20' -0" 11"x 17" SCALE: 1" = 40' -0" 20' 10 0" 20' AT &T TO MODIFY EXISTING UNSTAFFED TELECOMMUNICATION FACILITY BY REMOVING (3) PANEL ANTENNAS, (1) PER SECTOR AND REPLACING WITH (3) PROPOSED LTE PANEL ANTENNAS (1) PER SECTOR, (6) PROPOSED RRH UNITS (2) PER LTE PANEL ANTENNA MOUNTED AT EXISTING ANTENNA MOUNT PLATFORM, (1) PROPOSED SQUID MOUNTED AT EXISTING ANTENNA LEVEL, (1) PROPOSED GPS ANTENNA MOUNTED NEAR EXISTING GPS ANTENNA AND PROPOSED LTE EQUIPMENT TO BE LOCATED IN EXISTING RACK WITHIN EXISTING AT &T EQUIPMENT SHELTER EXISTING LANDSCAPING EXISTING LANDSCAPING w z aI 0 I 0 MINIMM EXISTING BUILDING PROPERTY LINE LEGEND OHP OHP OHT UCT w ss SD OHT w w ss SD SUBJECT BOUNDARY LINE RIGHT —OF —WAY CENTERLINE RIGHT —OF —WAY LINE ADJACENT BOUNDARY LINE SECTIONAL BREAKDOWN LINE OVERHEAD POWER LINE BURIED POWER LINE BURIED GAS LINE OVERHEAD TELEPHONE LINE -' BURIED TELEPHONE LINE w BURIED WATER LINE ss BURIED SANITARY SEWER SD BURIED STORM DRAIN DITCH LINE /FLOW LINE ROCK RETAINING WALL 1 VEGETATION LINE x CHAIN LINK FENCE WOOD FENCE x BARBED WIRE /WIRE FENCE — x — x — x —x — x —x —x —x D TRANSFORMER 0 LIGHT STANDARD POWER VAULT ® UTILITY BOX O UTILITY POLE C POLE GUY WIRE ra GAS VALVE GAS METER TELEPHONE VAULT TELEPHONE RISER P 0 T N EB 0 0 FIRE HYDRANT GATE VALVE WATER METER FIRE STAND PIPE CATCH BASIN, TYPE I CATCH BASIN, TYPE II SIGN BOLLARD MAIL BOX ,234.21 SPOT ELEVATION NOTE: PROPOSED AT &T LTE ANTENNAS, MOUNTING HARDWARE AND EQUIPMENT TO BE PAINTED TO MATCH EXISTING MONOPOLE LEGAL DESCRIPTION: MEADER HENRY D -C #46 LOT 1 OF CITY OF TUKWILA SHORT PLAT NO 91 -10 -22 RECORDING NO 9211101676 SAID SHORT PLAT DAF -POR OF HENRY MEADER D C NO 46 IN SECTION 24 -23 -04 DAF -BEG SW CORNER OF SECTION 24TH S 87 -48 -34 E 1110.88 FT TO MONUMENTED C /L, OF STATE ROAD 2 -M WEST VALLEY ROAD TH N 07 -42 -44 W 587.30 FT TH N 87 -08 -00 E ALG C/L OF S 158TH ST 519.25 FT TO ELY MARGIN OF PUGET SOUND POWER & LIGHT CD R/W TH N 01 -21 -41 W 18.08 FT TO POB TH N 87 -15 -22 E ALG NLY MGN OF S 158TH ST 127.98 FT TO WLY MGN OF CHICAGO- MILWAUKEE & ST PAUL RR R/W TH N 03 -34 -46 E 273.59 FT TH S 87 -15 -22 W 152.17 FT TO PUGET SOUND POWER & LIGHT ND R/W TH SLY ALG ELY MGN OF SAID R/W 272 FT MORE OR LESS TO POB. PARCEL NUMBER: 1000580 - 0029 -05 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 2 2012 City of Tukwila BUILDING DIVISION North to be determined by site survey (if possible). THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. VICINITY MAP RECtivtu CITY OF Tt.IKWI1.A MAR '3 02012 PERMIT CENTER OVERALL SITE PLAN 1 at &t Your world. Delivered. ESTOWER tipMittMreAri.0AA ai PACIFIC TELECOM SERVICES, LLC REGISTERED ARCHITECT R HARD HALT STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 SOUTHCENTER 15700 NELSON PL TUKWILA, WA 98188 REVISIONS NO. DATE DESCRIPTION INITIAL A 12/29/10 ISSUED FOR PCD REVIEW AM 0 02/28/11 ISSUED FOR FINAL CONSTRUCTION DB 1 03/26/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE OVERALL SITE PLAN SHEET NUMBER A -1 NOTE: PROPOSED AT &T LTE ANTENNAS, MOUNTING HARDWARE AND EQUIPMENT TO BE PAINTED TO MATCH EXISTING MONOPOLE EXISTING CHAIN LINK FENCE EXISTING HVAC UNIT PROPOSED AT &T (3) LTE PANEL ANTENNAS, (1) PER SECTOR EXISTING AT &T UMTS PANEL ANTENNA TO REMAIN EXISTING AT &T GSM PANEL ANTENNA TO REMAIN PROPOSED AT &T (3) AWS RRH'S UNITS (2) PER LTE ANTENNA MOUNTED AT EXISTING ANTENNA MOUNT PLATFORM PROPOSED AT &T (3) 700 RRH'S UNITS (2) PER LTE ANTENNA MOUNTED AT EXISTING ANTENNA MOUNT PLATFORM EXISTING AT &T GSM PANEL ANTENNA TO REMAIN EXISTING AT &T __. CABLE TRAY WITH CABLE PORT X — X - X — x \,� EXISTING EQUIPMENT ROOM I ACCESS GATE x I x EXISTING CHAIN LINK SITE ACCESS GATE PROPOSED AT &T GPS ANTENNA MOUNTED ON SHELTER WALL EXISTING AT &T GSM x PANEL ANTENNA 1 - TO REMAIN x j ; x PROPOSED AT &T (3) \ 700 RRH'S UNITS (2) • PER LTE ANTENNA MOUNTED AT EXISTING ANTENNA MOUNT PLATFORM —x- PROPOSED AT &T (3) LTE PANEL ANTENNAS, (1) PER SECTOR EXISTING AT &T GSM PANEL ANTENNA TO REMAIN EXISTING AT &T UMTS PANEL ANTENNA TO REMAIN EXISTING GPS ANTENNA MOUNTED ON SHELTER WALL EXISTING AT &T UTILITY H -FRAME EXISTING AT &T GSM PANEL ANTENNA TO REMAIN PROPOSED AT &T (3) i . AWS RRH'S UNITS (2) PER LTE ANTENNA MOUNTED AT EXISTING = ;ANTENNA MOUNT PLATFORM \ \. PROPOSED AT &T (3) AWS RRH'S UNITS (2) PER LTE ANTENNA MOUNTED AT EXISTING ANTENNA MOUNT PLATFORM — x_x% X X PROPOSED AT &T (3) 700 RRH'S UNITS (2) PER LTE -- ANTENNA MOUNTED AT EXISTING ANTENNA MOUNT PLATFORM - EXISTING AT &T UMTS PANEL ANTENNA TO REMAIN x PROPOSED AT &T (3) • LTE PANEL ANTENNAS, (1) PER SECTOR r,-% PROPOSED AT &T (1) !; RAYCAP SQUID • MOUNTED NEAR `ANTENNA LEVEL ON AN EXISTING MONOPOLE PROPERTY LINE !; !,I EXISTING AT &T GSM PANEL ANTENNA TO REMAIN 1 North to be determined by site survey (if possible)- EXISTING CHAIN LINK FENCE EXISTING HVAC UNIT EXISTING EQUIPMENT ROOM I ACCESS GATE x I EXISTING AT &T TDMA PANEL ANTENNA TO BE REMOVED EXISTING AT &T UMTS PANEL ANTENNA TO REMAIN EXISTING AT &T GSM PANEL ANTENNA TO REMAIN EXISTING AT &T GSM PANEL ANTENNA TO REMAIN EXISTING AT &T CABLE TRAY WITH CABLE PORT \\ x EXISTING CHAIN LINK SITE ACCESS GATE —x- EXISTING AT &T TDMA PANEL ANTENNA TO BE REMOVED EXISTING GPS ANTENNA MOUNTED ON SHELTER WALL EXISTING AT &T UMTS PANEL ANTENNA TO REMAIN kvi 1 EXISTING AT &T GSM \ , PANEL ANTENNA I TO REMAIN x % / EXISTING AT &T GSM PANEL ANTENNA TO REMAIN EXISTING AT &T UMTS PANEL ANTENNA x TO REMAIN EXISTING AT &T TDMA EXISTING AT &T GSM PANEL ANTENNA TO REMAIN PANEL ANTENNA TO BE REMOVED l) EXISTING AT &T GSM PANEL ANTENNA TO REMAIN — —x EXISTING AT &T UTILITY H -FRAME 77-7 ii ---.I — REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 2 2012 k City of Tukwila BUILDING DIVISION REGbv tu CITY OF TUKWILA MAR' 30_ 2012 PERMIT CENTER North to be determined by site survey (if possible). 24 "x36" SCALE: 3/16" = 1 ' -0" 11"x17" SCALE: 3/32" = 1' -0" =i 4' 2' 0" 4' PROPOSED ENLARGED SITE PLAN 2 24 "x36" SCALE: 3/16" = 1' -0" 11"x17" SCALE: 3/32" = 1 ' -0" 4' 2' 0" 4' EXISTING ENLARGED SITE PLAN THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. 1 at &t Your world. Delivered. ST _ .. >- yV 4 PACIFIC TELECOM SERVICES, LLC REGISTERED ARCHITECT s � ,/ (� VNICHARD B. ALL STATE OF TON EXPIRATION DATE OF THE LICENSE: 08120/13 SOUTHCENTER 0 (: NELSON PL TUKWILA, WA 98188 REVISIONS NO. DATE DESCRIPTION INITIAL A 12/29/10 ISSUED FOR PCD REVIEW AM 0 02/28/11 ISSUED FOR FINAL CONSTRUCTION DB 1 03/26/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EXISTING & PROPOSED ENLARGED SITE PLAN SHEET NUMBER A -2 NOTE: PROPOSED AT &T LTE ANTENNAS, MOUNTING HARDWARE AND EQUIPMENT TO BE PAINTED TO MATCH EXISTING MONOPOLE EXISTING HVAC UNIT EXISTING AT &T RACK EXISTING CABLE PORT PROPOSED LTE EQUIPMENT TO BE LOCATED AT EXISTING RACK WITHIN EXISTING AT &T EQUIPMENT SHELTER EXISTING AT &T RACK EXISTING AT &T GSM CABINET EXISTING HVAC UNIT 24 "x36" SCALE: 1/2" = 1' -0" 11 "x17" SCALE: 1/4" = 1' -0" 2' 1' 0" 2' EXISTING TELCO BOARD EXISTING CABLE PORT PROPOSED AT &T (2) DC RUNS AND (1) FIBER RUN ROUTED ON EXISTING INTERIOR CABLE TRAYS (FIELD VERIFY) EXISTING BATTERY BACKUP EXISTING BATTERY BACKUP EXISTING AT &T GSM CABINET EXISTING AT &T ARGUS RACK EXISTING AT &T BBU RACK EXISTING A/C MAIN BREAKER PANEL EXISTING AT &T UMTS CABINET EXISTING ACCESS DOOR ACCESS TO AT &T EQUIPMENT ROOM EXISTING HVAC UNIT EXISTING AT &T TELCO RACK EXISTING AT &T RACK EXISTING AT &T GSM CABINET EXISTING HVAC UNIT EXISTING CABLE PORT EXISTING TELCO BOARD EXISTING CABLE PORT EXISTING BATTERY BACKUP EXISTING BATTERY BACKUP EXISTING AT &T GSM CABINET EXISTING AT &T ARGUS RACK EXISTING AT &T BBU RACK EXISTING A/C MAIN BREAKER PANEL EXISTING AT &T UMTS CABINET REVIEWED FOR CODE COMPLIANCE .. APPROVED MAY 2 2 2012 City of Tukwila BUILDING DIVISION EXISTING ACCESS DOO REI;I~IVLu ACCESS TO AT &T �!TY OF Tt iI<WIl_A EQUIPMENT ROOM PROPOSED EQUIPMENT LAYOUT 2 24 "x36" SCALE: 1/2" = 1 ' -0" 11"x17" SCALE: 1/4" = 1'-0" 2' 1' 0" 2' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. MAR 302012 PERMIT CENTER ro E o m a OJ O v 1/ O EXISTING EQUIPMENT LAYOUT 1 at &t Your world. Delivered. r M OW r r A •4, PACIFIC TELECOM SERVICES, LLC EXPIRATION DATE OF THE LICENSE: 08/2W13 REVISIONS NO. DATE DESCRIPTION INITIAL A 12/29/10 ISSUED FOR PCD REVIEW AM 0 02/28/11 ISSUED FOR FINAL CONSTRUCTION DB 1 03/26/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EXISTING & PROPOSED EQUIPMENT LAYOUT SHEET NUMBER A -3 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at &t Your world. Delivered. ' WESTOINER At Ak AA AA At Al A At OA r AW a 41114111100111 ikvalike PACIFIC TELECOM SERVICES, LLC REVISIONS NO. DATE DESCRIPTION INITIAL NOTE: PROPOSED AT &T LTE ANTENNAS, MOUNTING HARDWARE AND EQUIPMENT TO BE PAINTED TO MATCH EXISTING MONOPOLE PROPOSED AT &T LTE PANEL ANTENNA 6 (TYPICAL OF (3), (1) PER SECTOR) RF -2 EXISTING AT &T GSM PANEL ANTENNA TO REMAIN 02/28/11 ISSUED FOR FINAL CONSTRUCTION EXISTING AT &T UMTS PANEL ANTENNA TO REMAIN EXISTING AT &T GSM PANEL ANTENNA TO REMAIN EXISTING AT &T UMTS PANEL ANTENNA TO REMAIN EXISTING AT &T GSM PANEL ANTENNA TO REMAIN EXISTING AT &T GSM PANEL ANTENNA TO REMAIN PROPOSED AT &T LTE PANEL ANTENNA EXISTING AT &T TDMA PANEL ANTENNA TO BE REMOVED (TYPICAL OF (3), (1) PER SECTOR) RF -2 o r ce Q z Li j Q W Z W- J N° 430 < Li W Vi o ct a o n. �: /__, Q a CC Q z z LiJ Q M O Z R. (� X hi o CL I- � . -.. " -- `' - - - �__-. � r _._ ___ -- t _____ � � , __ , .._ - Et Q < Z �J Q d • V) Z ~ � w 0 o Cl- I- � 1 1. , . � .. , � N N ' 'if �\ ; TOP OF EXISTING UMTS ANTENNA ARRAY 120° 0» i %Ism i III I id .... li ii - IN I 0 N TOP OF EXISTING TDMA PANEL ANTENNA ARRAY n \rnisi 413 171:1(S.' \ 1111 iii ! — illiliklil '' sli PROPOSED AT &T 700MHz RRH UNIT " i /� TOP OF EXISTING GSM ANTENNA ARRAY 119 -4 l� TOP OF EXISTING GSM ANTENNA ARRAY 118 -0 - _ no li Q < z Q o 1 Z ..- ~ r in X 0 I- , f.. � ,. r >- Er Q Q z z w 1— z Q J W a D 0 Q �O > I W � - w -~' I- a o cn � IllI. RAD CENTER OF EXISTING GSM AND UMTS PANEL ANTENNAS ARRAY 1 15' -0„ .11i w J o o 0 z N X W L.L. n o �! ; �v _. _ _ MOUNTED TO EXISTING PLATFORM RAILING R© (TYPICAL OF (3), (1) PER SECTOR) PROPOSED AT &T AWS RRH UNIT MOUNTED TO EXISTING PLATFORM RAILING (TYPICAL OF (3), (1) PER SECTOR) RF -2 PROPOSED AT &T (1) RAYCAP SQUID 1A 1 B MOUNTED NEAR ANTENNA LEVEL ON . AN EXISTING MONOPOLE � PROPOSED AT &T (2) DC RUNS AND (1) FIBER RUN ROUTED WITH EXISTING COAX EXISTING AT &T 115' -0" STEEL MONOPOLE EXISTING TREES r` \,..;. -% TOP OF EXISTING MONOPOLE .� i�`. i, r \ �\v��ry 4 �� j 1,)V t\ ` , f / I r , /I 1 :, I" \ I , i.. j ii ji � \ i \ 4' (i li ,/ I,/ J+ a� �, \ r. ;;.�. y ✓ -' /i /� fI (' I_ REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 2 2012 .; City of Tukwila BUILDING DIVISION I _ .. �... . ✓ PROPOSED LTE EQUIPMENT AI N N f- :- � �l �, 1 , „ , , , ,. __ -_._ � �_. - � � ,, , . _ :. �,r 8 i ._ ...- �; , 1 , „ Y , .. ., ,: � „ _, q:, , ;i:�`� y.. rl / s, ,... -�--r- - ✓„ :. ,, EXISTING TREES _,� �.� - � _ _ _- , � _ . - __. -_ r. �. L � i / , i i = __ i iii; -1 rig; / � �. _ _; _ is ��.: _ �/. -/ u , ��J �. /i" -- - _- �_ -� / - _ - .. - - t - �i !) �, Y ; , .; - -_ i :, i ; ; ;, _r�-f � _.____ � \. ` ' �i � /, i : � -�.. - - It ✓ , A \,2 y, �_ _1 :y , ���, ��� � � -- �`y �' _ - �i %l' �.__ �''-:`• -._ - _x-�- _ : ,�y y�� - z.__ Y /K ': - /% 1 � i. F.�; 1 �, ; � i' i, � -_ ..t�' ,,._ - - 7-, :t; -�' (. == ��_ - - = TO BE LOCATED AT EXISTING RACK WITHIN EXISTING STING AT &T _ _ >.. EQUIPMENT SHELTER �_ . _ EXISTING AT &T GPS _ _ _-_ _,_- � , , ___. _ ANTENNA MOUNTED ON SHELTER WALL � i , _ , , �y ,, - _� - -� _ � it i -_ �._ _ ..__ __ -_ _, _ - > _ _. __ _._.. _ - -. -�- . __ ._ - ,_.._s _ -_ _ �- , r - _ ; _ -_ _ . ,. :,,. � _.___�. _. ._ ,..__. is , __ ._ _- ., ,.._ .. l is _ \ i _ _, - :.. _ -{.} -_ - , ,,, ; .�_, _ -- __ � . , - _ .___ , :r; A , -%.___ � ., ,< �`' � , __. � .. , _ .: �_ �- - - _._. :: �_, :_ . - ,., :� __ - . _ ; ,r - : EXISTING AT&T .. _ - _ .. y I GAT ' - - ' ._ __ ..._ _ _ _ -� -., EQUIPMENT SHELTER _ ... _. PROPOSED AT &T G :__ PS __ �.. �.. ., , _ :, � ,_ ,,, �m �,,..., , .: ,;. -_ - _ -- - __ , . __ � _ ._ .- - _, _= � _ _ - __ _ � ,, _ _:. - _.� _ � ...__ \ - � _ - -- � EXISTING AT &T GPS ,� - _ ,, ANTENNA MOUNTED 0 R SHELTER WALL - - EXISTING AT &T - - � EQUIPMENT SHELTER Q _ - - �� .. ANTENNA MOUNTED ON \ ,= SHELTER WALL ,._ y , -,. ,, �, -- = = =' " >. ; y ,> � _ f �,..- � ; , � , I _� _. _� , . � - ! EXISTING ( \ EXISTING" _ i � EXISTING AT &T CAB PORT LE a EXISTING AT& I CABLE PORT 1 / <- - - - HVAC UNIT � ; , _ : , ._ ,_. �- _- -. _ __ � � / HVAC UNIT , ' EXISTING CHAIN i LINK FENCE EXISTING CHAIN LINK FENCE I -_� -__ =- - I I l ! j EXISTING AT &T CABLE TRAY WITH CABLE PORT :,, EXISTINGa ,u n> '� i _ 1 j y --�- I ' TRAY EXISTING WITH TCABLE PORT of ' < - av, zr EXISTING ry /- ; MONOPOLE BASE i . 000000 000000 MONOPOLE BASE ' ;, f — --- i- 000000 000000 ice. 1 I Imo, _: ; I "" - ' I -- li 1 W4*••. ► ❖: Sip. Ih. ❖.•..4 i I i - ,.. ., .,.,.,.,.11 1 , � , � i, i• " ":- 1 : 1 ►0000 ' ..I1 ' - P..+.•411 I �..�..II RECttVtu CITY OF T U1 WILA MAR 3 02012 PERMIT CENTER 24"x36" 1 /8" = ' 0" . .� PROPOSED SOUTH ELEVATION 2 24 "x36" SCALE: 1 /8" = 1 ' -0" 8 . . . EXISTING 1 �� -1 �� " 1 1 x 17 SCALE: 1 /1 6 1 -0 8 6 4 2 0 8' 1 1 "x 17" SCALE: 1 / 16" = 1 ' -0" 8' 6' 4' 2' 0" 8' SOUTH ELEVATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at &t Your world. Delivered. ' WESTOINER At Ak AA AA At Al A At OA r AW a 41114111100111 ikvalike PACIFIC TELECOM SERVICES, LLC REVISIONS NO. DATE DESCRIPTION INITIAL A 12/29/10 ISSUED FOR PCD REVIEW AM 0 02/28/11 ISSUED FOR FINAL CONSTRUCTION DB 1 03/26/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EXISTING & PROPOSED SOUTH ELEVATIONS SHEET NUMBER A -4 NOT USED 24 "x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 7 rt T' I o 0 N k 17.24" TOP k DISTRIBUTION SHELF (18 BREAKER POSITIONS) FRONT MANUFACTURER: ALPHA TECHNOLOGIES MODEL: 24V/48V DC —DC CONVERTER ARGUSE P /N: 053 - 996 -20 -000 HEIGHT: 8.75'; 5RU (Rack Units) WIDTH: 17.24 "; 19723" RACK MOUNTS DEPTH: 12.20" WEIGHT: 45 LBS CONVERTER SHELF (SPACE FOR UP TO 4 CONVERTER POSITIONS) DC -DC CONVERTER NOT USED 24 "x36" SCALE: NOT TO SCALE 11 "x17" SCALE: NOT TO SCALE 6 24 "x36" SCALE: 1 1/2"=1 —0" 11"x17" SCALE: 3/4 " =1' -0" REMOVEABLE COVER REMOVEABLE 19" RACK EAR, TYP STANDARD 19" EQUIPMENT RACK MANUFACTURER: ROSENBERGER MODEL: FB -15 —ABOX CEQ 10505 EXCESS FIBER CABLE ENCLOSURE DIMENSIONS: 17 "W X 1 -3/4 "H (1U) X 12 "D CAPACITY: 20m (65'±) OF 10MM CABLE EXCESS FIBER CABLE ENCLOSURE MAKE: ARGUS MODEL: 48 VDC CORDEX HEIGHT: 6.3" WIDTH: 3.4" DEPTH: 11.8" WEIGHT: 10 LBS 48 VDC RECTIFIER 24 "x36" SCALE: NOT USED 11 "x17" SCALE: NOT USED THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY 5 19.0" TOP 19.0" FRONT N RACK 24 "x36" SCALE: 1 1/2"=1 —0" 11"x17" SCALE: 3/4"=1' —0" MANUFACTURER: ALCATEL— LUCENT MODEL: 9926 BBU HEIGHT: 19" WIDTH: 3.469 "; 2U (Rack Units) DEPTH: 11.81" WEIGHT: 26 LBS MOUNTED BBU DETAIL 24 "x36" SCALE: 1 1/2"=1' —0" 11"x17" SCALE: 3/4 " =1' -0" 4 3 2 STANDARD 19 "/23" INDOOR RACK (VERIFY) NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. DC POWER NO. [EMPTY] DC /DC CONVERTER INITIAL RAYCAP SURGE 12/29/10 ALU /BBU (9926) AM FIBER CABLE ENCLOSURE 02/28/11 FUTURE ALU /BBU TELCO A CABINET LAYOUT DIAGRAM 01S SEE DETAIL 4, THIS SHEET RAYCAP DC- 48 -60 —RM SEE DETAIL 2, THIS SHEET SEE DETAIL 3, THIS SHEET REVIEWED FOR CODE COMPLIANCE APPROVED MAY 222012 City of Tukwila BUILDING DIVISION RECetivtij CITY OF TUKWILA MAR' 302012 PERMIT CENTER TYPICAL INDOOR RACK CONFIGURATION 24 "x36" SCALE: NOT TO SCALE 1 11"x17" SCALE: NOT TO SCALE at &t Your world. Delivered. f WE T OVVER .0 , PACIFIC TELECOM SERVICES, LLC REGISTERED ARCHITECT (RICHARD B- HALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 SOUTHCEN TER 15700 NELSON PL TUKWILA, WA 98188 REVISIONS NO. DATE DESCRIPTION INITIAL A 12/29/10 ISSUED FOR PCD REVIEW AM 0 02/28/11 ISSUED FOR FINAL CONSTRUCTION DB 1 03/26/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EQUIPMENT DETAIL SHEET NUMBER A -5 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at &t Your world. Delivered. WESTOVVER 1" PACIFIC TELECOM SERVICES, LLC )REGISTERED A • CHITECT CHARD B. HAL STATE OF WASHING • N EXPIRATION DATE OF THE LICENSE: 08/20/13 SOUTHCENTER l�C 15700 NELSON PL TUKWILA, WA 98188 REVISIONS NO. DATE EXISTING ANTENNA CONFIGURATION AND SCHEDULE INITIAL A PROPOSED ANTENNA CONFIGURATION AND SCHEDULE ISSUED FOR PCD REVIEW SECTOR X AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX ,a COAX LENGTH DIPLEXED SECTOR X AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR EMS MODEL 045-14 ELEC. TILT 0' MECH. TILT 0' RET YES TMA NONE NUMBER OF COAX 2 COAX 7/8" COAX LENGTH 135' -0" DIPLE ED NO GSM 850 115' 118' -O" 1 EMS RRXXAL2 0' 0' YES NONE 2 7/8" 135' -O" NO _ GSM 850 115' _ 118' -0" 1 GSM 1900 1 15' 1 18' -O" 1 EMS RR ,5,5-18 4' -4' YES (2) ERICSSON KRY 112 71/2 2 7/8" 132' -0" NO GSM 1900 1 15' 1 18' -0" 1 EMS R DPL48 4' -4' YES (2) ERICSSON KRY 112 71 /2 2 7/8" 132' -0" NO UMTS 850 115' 118'-0" 1 KATHREIN 742 -264 6' 0' YES NONE 2 7/8" 135' -0" YES U8 U9 U9_1 ( ) UMTS 850 1 15' 118'-0" 1 KATHREIN 742 -264 6' 0' YES NONE 2 �� 7/8" �� 135'-0" YES (U8 U9 U9_1) UMTS 1900 2' YES (2) LGP 21401 UMTS 1900 2' YES (2) LGP 21401 UMTS 1900_1 UMTS 1900_1 2' YES (2) LGP 21401 TDMA 850 115' 118'-0" 1 KATHREIN 739 684 0' 0' NO NONE 2 1 -5/8 100' -0" NO LTE 700 105' 118'-0" 1 KATHREIN 80010766 8' 0' YES - 0 FIBER 135' -0" NO SECTOR Y AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX COAX LENGTH DIPLEXED SECTOR Y AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX CO's COAX LENGTH DIPLEXED GSM 850 235' 118' —O" 1 EMS FiR45 -14 —XXAL2 0' —5' YES NONE 2 7/8" 135' -0" NO GSM 850 235' 118' —O" 1 EMS RR45 -14 —XXAL2 0' —5' YES NONE 2 7/8" / 135' —O" NO GSM 1900 235' 118'-0" 1 EMS RK DPL48 4' —4' YES (2) ERICSSON KRY 112 71/2 2 7/8" 132' —O" NO GSM 1900 235' 1 18' —O" 1 EMS RR DPL48 4' —4' YES (2) ERICSSON KRY 112 71/2 2 7/8" 132' -0" NO UMTS 850 235' 118' —O" 1 KATHREIN 742 -264 1' 0' YES NONE 2 7/8" 135' -0" (U8 U9 YES U9_1) UMTS 850 235' 118'-0" 1 KATHREIN 742 -264 1' 0' YES NONE 2 7/8" 135' -0" YES (U8 U9 U9_1) UMTS 1900 1 18' -0" 0, YES (2) LGP 21401 UMTS 1900 0' YES (2) LGP 21401 UMTS 1900_1 UMTS 1900_1 2' YES (2) LGP 21401 TDMA 850 235' 1 18' -O" 1 KATHREIN 739 684 0' 0' NO NONE 2 1 -5/8 100' -0" NO LTE 700 235' 118'-0" 1 KMW AM —X —CU— 16- 65 -OOT 12' 2' YES - 0 FIBER 135' -0" NO SECTOR Z AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX COAX LENGTH DIPLEXED SECTOR Z AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX COAX LENGTH DIPLEXED GSM 850 355' 1 18'-0" 1 POWERWAVE 7920 10' 0' YES NONE 2 7/8" 135' -0" NO GSM 850 355' 118' -0" 1 POWERWAVE 7920 10' 0' YES NONE 2 7/8" 135' -0" NO GSM 1900 355' 118' -0" 1 POWERWAVE 7721 4' 0' YES (2) ERICSSON KRY 112 71/2 2 7/8" 132' —O" NO GSM 1900 355' 1 18'-0" 1 POWERWAVE 7721 4' 0' YES (2) ERICSSON KRY 112 71/2 2 7/8" 132' -0" NO UMTS 850 355' 118' —O" 1 KATHREIN 742 -264 1• 0. YES NONE 2 7/8" 135' -0" YES (U8 U9 U9_1) UMTS 850 355' 1 18' -0" 1 KATHREIN 742 -264 1' 0' YES NONE 2 7/8" 135' -0" YES (U8 U9 U9_1) UMTS 1900 1 18' -0" 0' YES (2) LGP 21401 UMTS 1900 0' YES (2) LGP 21401 UMTS 1900_1 UMTS 1900_1 6' YES (2) LGP 21401 TDMA 850 355' 118'-0" 1 KATHREIN 739 684 0' 0' NO NONE 2 1 -5/8 100' —O" NO LTE 700 355' 118'-0" 1 POWERWAVE P68 -1 /— XLH —RR 0' 0' YES — 0 FIBER 135' —O" NO EXISTING AT &T GSM PANEL ANTENNA NOTES: * DO NOT USE COAX LENGTHS FOR CUT LENGTHS: ESTIMATES ONLY * CONFIRM THAT GENERAL CONTRACTOR IS USING LATEST VERSION OF RFDS. PROPOSED AT &T AWS RRH UNIT MOUNTED TO EXISTING PLATFORM RAILING EXISTING AT &T GSM PANEL TO REMAIN EXISTING &T UMTS AT W t- 0 PANEL ANTENNA Q TO REMAIN Lo r) Q o AT &T GSM ANTENNA TO REMAIN EXISTING AT &T UMTS PANEL 1- ANTENNA TO REMAIN 2 PROPOSED AT &T 700MHz z .n Q RRH UNIT MOUNTED TO fn ,�� M EXISTING N ~ PANEL ANTENNA o TO BE REMOVED o EXISTING AT &T TDMA 2 PANEL ANTENNA TO REMAIN EXISTING PLATFORM RAILING _ F0-- i\i PROPOSED AT &T LTE L PANEL ANTENNA EXISTING AT &T GSM p 4 PANEL ANTENNA p ►-- TO REMAIN N �Q r'+ �� ,- EXISTING AT &T GSM PANEL 5 ' ANTENNA TO REMAIN �■I -----,-7---3----7- < k�\k1 �,� \<y,\v { ^/ `' _ f&i:Xi?i?D C�T ,.\ h \ > ` < \x S <K vy, \, <rn %Yh Y �., ..\ n ?\" y > \. ti :r > % \.,'\ , yX , .. t > < T\ 1 ` s t { ,� < \v ' y ,C '\ < x' . ,\ -� �� /it4 n < i,\ Y� y ^ is }'ly ,i Y , ` -�. ^�1. IhriiP 5 < Y { Y . ^. ,< y> .\ i 1 .� ,. k ':'< x •`' y. \, \ . < "a }. Y \,. 'x�' i•. \/ \ .� n '\ LTE '� .�� Y .; ,., 11�i� v \ X .�. Y. 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X. h' -,{ ,K J.. %. \�k\ Y `k i{ Y1i\ Y i{ \J • �y { \..\ K ,Y \ V \ /\ \-,, �,\ '\ Yh\il ,\ ( yX \ ,\ \ X K \` gi Y > '\ h h - Y k < � k Yh 'lam ,\' \\ - y\ , {� \'! > ` ,< '�� �. ,< <,�x Y�, : ); ` . <Y r' Y- \, „c„),,„ '� , ? \,<h ��� '\ �< < Jx Y x >� ( < < < y\ \'\ n r \' h }\ j•! - \ Y h <^ MA 1. < Y ,� k i < h k EXISTING AT &T TD PANEL ANTE =v v, \ -r, r = >, • ,`k:;k Y> \,v). {,., ANTENNA x > \< h' <Y k\ \ {h S, ,\ �\ {'\, { hXYy \x ^'� iI EXISTING AT &T UMTS ` <`^ Y ^ n ^Y > v; TO REMAIN PANEL ANTENNA h' < .; / nk \Y < h ^'` Y V j\' �\ \. K Yn > X ^ Kk Y \ {T' X 1 y L \ ^\ Yn Y , -. � yk\ �\ y TO REMAIN ;`v,; >{ \Y 'k `X';<k .^ \ ,\ v \ 1. V � v;ti\ v r;Y ' >- >< ' ' <� { k\ ki\ .( \. \, x. \ <y < CY., T .K.� ^ Y° 5 { ^V < ];' '\ <K '< x \. < V .. �3��/ > YKy. < { a -' T <h . r EXISTING AT &T UMTS >;x \ ; /� h \ • ( h, <x { <' <k • K ' \ ` ; ° > • �„ <� + �, kX �� % vv ° °^ v'` v ` vK A ` <^ > '< -..-\ �� �@ / '� { \ {x > y ?\ l` < 1, kT / V \/\ % \x - y V \ n Yx ( /.. _tea ''\'K <. ,\C \< l.. ) `' \^.�'` < hh` Y� >v' v : v>v vv K n ,C,• Yoh Y ^) 'C >\ K - -- �h' 'Y <'^i k i vxh x , Y � K X\ /\ ( i' S 'N',;',' AT PANEL ANTENNA I,(� PROPOSED AT &T 700MHz ♦ TO REMAIN r - !' l RRH UNIT MOUNTED TO Y T \'\ Y " <� { n .. > {Kk vk \y <,\ .:� / PROPOSED AT &T AWS RRH S = < ^v Yy' ! j �, - UNIT MOUNTED TO EXISTING � ; < RAILING /// = EXISTING PLATFORM RAILING k Yi i< < l k\ /\ \� \,! ,\ ry. x'�\i %� �, ,� , , , ,( k'. v ., ; n, x k ,< v � EXISTING AT &T GSM PANEL FC ANTENNA TO REMAIN ,. '\ .' %� V \ /1 TO n K ` vY\ \' x < - �x Y > < ,v < n =Y > Y > '� < ^h r �:� /, k" � i �:�YKY �Yy /ICJ- \, �< Y h' �. x 'C k h h k\ `• I/ � Y <'\ �. >iCn \ > \{<X \ t PLATFORM <Yn ' '<'• -'Kxh (��3 'r \ �.:-/ �' y v k < > y FC EXISTING &T GSM Y \ { �. i\ x Y :\ \ { �' /� h k \' - Y \ V \ Y \ " Y/� ^k ,` \ /\ i U O PANEL ANTENNA ,\ \ < n' Y \ Y. n x " \ < n ✓` ' \ ^ x h > {x >� YK �^ , ,,> �'. < •v 4%;° <\ \ < > v v Y V < �' y � c • < h ��, \ /\ h„ , 1. X < �'< . �• 1 V iti • h< � 1/� 'C^ \ <h Vy \\, <'\v< L ?k'\ { x < n h r,,- EXISTING AT &T UMTS y PROPOSED AT &T AWS RRH p UNIT MOUNTED TO :L1Tx EXISTING AT &T GSM EXISS PANEL PANEL ANTENNA % �. ANTENNA TO REMAIN EXISTING AT &T GSM �,�� PANEL ANTENNA P ,% �• PANEL ANTENNA TO REMAIN TO REMAIN i. - ,_ REVIEV1D POI CODE COMPLIANCE APPROVED MAY 2 2 2012 ". City of Tukwila BUILDING DIVISION TO REMAIN a �•5b AT &T 700MHz PROPOSED AT &T (1) RAYCAP SQUID PROPOSED ,gyp c MOUNTED NEAR ANTENNA LEVEL ON RRH UNIT MOUNTED TO c-A < AN EXISTING MONOPOLE RAILING EXISTING PLATFORM 0' J "\ P0'- PROPOSED AT &T LTE EXISTING AT &T GSM PANEL ANTENNA PANEL ANTENNA REGtivt.0 EXISTING AT &T TDMA EXISTING AT &T GSM LA CITY OF T1IK'M PANEL ANTENNA _. PANEL ANTENNA MAR 3 0 2012 TO REMAIN TO BE REMOVED PERMIT CENTER TO REMAIN SCALE: 1 -1/2" = 1'! o" PROPOSED ANTENNA CONFIGURATION 2 24 „x17” SCALE: 1" 1' -0" 1 ; EXISTING ANTENNA CONFIGURATION 11 x17 SCALE: 1/2 — 1 —0 1 6 0 1 11"x17'' 11 x17 SCALE: 3/4 l'—O" 1 6" 0 1 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at &t Your world. Delivered. WESTOVVER 1" PACIFIC TELECOM SERVICES, LLC )REGISTERED A • CHITECT CHARD B. HAL STATE OF WASHING • N EXPIRATION DATE OF THE LICENSE: 08/20/13 SOUTHCENTER l�C 15700 NELSON PL TUKWILA, WA 98188 REVISIONS NO. DATE DESCRIPTION INITIAL A 12/29/10 ISSUED FOR PCD REVIEW AM 0 ,02/28/11 ISSUED FOR FINAL CONSTRUCTION DB 1 03/26/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE ANTENNA CONFIGURATIONS SHEET NUMBER RF -1 MANUFACTURER: POWERWAVE MODEL: P65- 17— XLH —RR WEIGHT: 70.0 LBS DIMENSIONS: 96.0" X 12.0" X 6.0" FREQUENCY: REFER TO RF DATA SHEET MECHANICAL DOWNTILT BRACKET MECHANICAL DOWNTI LT BRACKET MANUFACTURER: KATHREIN MODEL: 80010766K WEIGHT: 61.7 LBS DIMENSIONS: 96.0" X 11.8" X 6.0" FREQUENCY: REFER TO RF DATA SHEET 700MHz & AWS RADIOS DC6- 48- 60 -18 -8F SQUID SURGE PROTECTOR MANUFACTURER: KMW COMMUNICATIONS MODEL: AM— X— CD- 16- 65- 00T—RET (72 ") WEIGHT: 48.5 LBS DIMENSIONS: 11.8" X 5.9" X 72.0" FREQUENCY: REFER TO RF DATA SHEET 11.8 11.8 (2) DC POWER RUN (1) FIBER RUN DC POWER BUS DC6- 48 -60 —RM RACK MOUNTED SURGE PROTECTION RF CONNECTOR, TYP REMOTE ELECTRICAL DOWNTILT ACTUATOR, TYP BOTTOM TO P RF CONNECTOR, TYP REMOTE ELECTRICAL DOWNTILT ACTUATOR, TYP BOTTOM RF CONNECTOR, TYP REMOTE ELECTRICAL DOWNTILT ACTUATOR, TYP FRONT REMOTE ELECTRICAL DOWNTILT ACTUATOR, TYP RF CONNECTOR, TYP RF CONNECTOR, TYP TOP BOTTOM REMOTE ELECTRICAL DOWNTILT ACTUATOR, TYP FRONT FIBER /DC SCHEMATIC 24 "x36" SCALE: NOT TO SCALE 11 "x17" SCALE: NOT TO SCALE POWERWAVE ANTENNA SPECIFICATIONS KMW ANTENNA SPECIFICATIONS s FRONT MECHANICAL DOWNTILT BRACKET .6.0 0 SIDE 0 KATHREIN ANTENNA SPECIFICATIONS 24 "x36" SCALE: 3/4"=1' —0" 11"x17" SCALE: 3/8"=1' —0" MONOPOLE 1 7/8"0 PIPE INCLUDED IN MOUNTING KIT ( #B1841) RAYCAP "SQUID" DC SURGE PROTECTOR AT &T GPS ANTENNA STAND —OFF STEEL BENDING MOUNT SITE PRO 1 PIPE TO PIPE CLAMP SET (PART# ACP08K) NOTES: 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF THE SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA. 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA. GPS MOUNTING DETAIL 24 "x36" SCALE: 1"=1' —0" 11"x17" SCALE: 1 /2 " =1' —O" THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. 4 12.2" 0 0 N FRONT SOLAR SHIELD RRH REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 2 2012 PLAN MOUNTING BRACKETS MANUFACTURER: ALCATEL— LUCENT MODEL: 9442 RRH 700MHz_15.5 (Lower Band) HEIGHT: 21" WIDTH: 12.2" DEPTH: 10.8" WEIGHT: 51 LBS RRH 700MHZ DETAIL 24 "x36" SCALE: 1 1/2"=1 ' -0" 11"x17" SCALE: 3/4"=1'-0" ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. 3 FRONT ISO VIEW MANUFACTURER: ALCATEL— LUCENT MODEL: 9442 RRH AWS HEIGHT: 24.4" WIDTH: 10.6" DEPTH: 6.7" WEIGHT: 43 LBS RRH AWS DETAIL 24 "x36" SCALE: 1 1/2"=1 ' -0" 11"x17" SCALE: 3/4 " =1' -0" ELEVATION MOUNTING PIPE City of Tukwila BUILDING DIVISION 11.0" MONOPOLE STAND —OFF STEEL BENDING MOUNT 5 1 7/8"0 PIPE INCLUDED IN MOUNTING KIT ( #B1841) RAYCAP "SQUID" DC SURGE PROTECTOR RAYCAP SQUID MOUNTING J 0 vi 1- z 0 1 0 N 1RR BB HHEE'88 ERIE 'oo MB oR RR o0 18.0" MOUNT 24 "x36" SCALE: 1 " =1' -0" 11"x17" SCALE: 1 /2"=1'-0" RAYCAP "SQUID" DC SURGE PROTECTOR NOTE: TO BE INSTALLED WITHIN 6 FEET OF RADIO UNIT MANUFACTURER: RAYCAP MODEL: DC6- 48- 60 -18 -8F "SQUID" MOUNTING BRACKET BY MANUFACTURER RECtIvru CITY OF TV,IIi�ll[ A MAR '3 02012 PERMIT CENTER RAYCAP SQUID DETAIL 24 "x36" SCALE: 1 1/2"=1 ' -0" 11"x17" SCALE: 3/4"=1' —0" 1 1A at &t Your world. Delivered. WESTOVVER PACIFIC TELECOM SERVICES, LLC REGISTERED .ARCHITECT d RICHARD B. HALT STATE OF WASHINGTON REVISIONS NO. DATE DESCRIPTION INITIAL A 12/29/10 ISSUED FOR PCD REVIEW AM 0 02/28/11 ISSUED FOR FINAL CONSTRUCTION DB 1 03/26/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE RF & EQUIPMENT DETAILS SHEET NUMBER RF -2 L J1 1(2,7011 SEFARATE APR MItAND RED North to be determined by site survey (if possible). GROUNDING KEYED NOTES: 0 CAD WELD (TYP). SEE DETAIL 2/E -2. EXISTING ANTENNA GROUND BUS BAR NEAR AT TOP OF MONOPOLE WITH COAX GROUND KIT. SEE DETAIL 9/E -2 FOR GROUND BAR CONSTRUCTION, SEE DETAIL 7/E -2 FOR GROUND WIRE CONNECTIONS, AND SEE DETAIL 6/E -2 FOR COAX GROUNDING. ®EXISTING MONOPOLE GROUND BUS BAR AT BASE OF MONOPOLE. SEE DETAIL 9/E -2 FOR GROUND BAR CONSTRUCTION, SEE DETAIL 7/E -2 FOR GROUND WIRE CONNECTIONS, AND SEE DETAIL 6/E -2 FOR COAX GROUNDING. ®#6 AWG ANTENNA MOUNT GROUND TO ANTENNA GROUND BUS BAR (TYP OF 3) SEE DETAIL 5/E -2. 5 EXISTING GROUND FROM ANTENNA GROUND BUS BAR TO MONOPOLE GROUND BUS BAR (TYP OF (2) PLACES). SEE DETAIL 7/E -2. (-6-) #6 AWG 700MHz RRH'S GROUND TO ANTENNA GROUND BUS BAR (TYP OF 3) SEE DETAIL 5/E -2. O7 #6 AWG AWS RRH'S GROUND TO ANTENNA GROUND BUS BAR (TYP OF 3) SEE DETAIL 5/E -2. ® #6 AWG GPS ANTANNA TO TIE INTO EXISTING SYSTEM GROUND RING. g #6 AWG RAYCAP SQUID GROUND TO ANTENNA GROUND BUS BAR (TYP OF 3) SEE DETAIL 5/E -2. #2 AWG GROUNDING LEADS TO BE TIED INTO EXISTING PGE 10 MONOPOLE MAIN GROUND BAR OR GROUND GRID O11 #6 AWG LET EQUIPMENT GROUND TO TIE INTO EXISTING SYSTEM GROUND RING. REUtivtu CITY OF IIIIO It A MAR 3 0 2012 PERMIT CENTER GROUNDING NOTES & LEGEND GENERAL GROUNDING NOTES 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 2. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT FROM TOWER OR POLE USING MFR'S PRACTICES. 3. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL BE COPPER THHN /THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. 4. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. GROUNDING AND OTHER OPERATIONAL TESTING WILL BE WITNESSED BY AT &T WIRELESS, LLC. REPRESENTATIVE. 5. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. 6. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED AT &T MOBILITY REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO DOCUMENT ALL CADWELDS AND GROUND RING 7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. SYMBOL DESCRIPTION SYMBOL DESCRIPTION GROUNDING ROD NOTES 24 "x36" SCALE: 1" = 1' -0" 11 "x17" SCALE: 1/2" = 1' -O" 1' 6" 0" 1' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. SCHEMATIC GROUNDING PLAN 1 • V. COPPER GROUND ROD CADWELD CONNECTION SIDE SPLICE CADWELD TEST WELL GROUND BAR FIELD VERIFY & TIE INTO EXISTING GROUNDING SYSTEM (WHERE APPLICABLE) ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING ONCE THE GROUND SYSTEM HAS BEEN INSTALLED; A QUALIFIED INDIVIDUAL, UTILIZING THE FALL OF POTENTIAL METHOD, SHOULD PERFORM THE TEST. THE REPORT WILL SHOW THE LOCATION OF THE TEST AND CONTAIN NO LESS THAN 9 TEST POINTS ALONG THE TESTING LINE, GRAPHED OUT TO SHOW THE PLATEAU. 2 POINT GROUND TEST OR 3 POINT 62% TESTS WILL NOT BE ACCEPTED AS ALTERNATIVES TO THE AFORE MENTIONED GROUND TESTS. TEST SHALL BE PERFORMED WHILE THE COUNTERPOISE IS ISOLATED FROM THE A/C SYSTEM GRIDS AND EXISTING COMMUNICATIONS FACILITY. at &t Your world. Delivered. ESTOWEIR Aim uJme A?r rud PACIFIC TELECOM SERVICES, LLC 88 REGISTERED ARCHITECT RI HARD`B: -H LL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 SOUTHCENTER 15700 NELSON PL TUKWILA, WA 98188 REVISIONS NO. DATE DESCRIPTION INITIAL A 12/29/10 ISSUED FOR PCD REVIEW AM 0 02/28/11 ISSUED FOR FINAL CONSTRUCTION DB 1 03/26/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE SCHEMATIC GROUNDING PLAN SHEET NUMBER E -1 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at &t Your world. Delivered. WESTOWER PACIFIC TELECOM SERVICES, LLC REVISIONS NO._ i DESCRIPTION INITIAL A 12/29/10 NOT USED 12 NOT USED 14 NOT USED 13 NOT USED 15 24 "x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 24 "x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 24 "x36" SCALE: NOT TO SCALE 11%17" SCALE: NOT TO SCALE 24 "x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE NEW COAXIAL GROUND KITS W/ LONG BARREL NOTE: COAT ALL MECHANICAL CONNECTIONS WITH "NOOX" OR APPROVED EQUAL COMPRESSION DOUBLE LUGS, ATTACH TO GROUND BAR & INSTALL BY ANTENNA CONTRACTOR (CADWELD TYPE -GL) O 4 "x 24 "x 1/4" thk COPPER GROUND O 0 / NEW BAR. INSTALLED BY GENERAL CONTRACTOR NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET O O O O O O O O O O // / //O 0 0 O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 •; , ,% O O 24" / / FIELD VERIFY SOLID BARE TINNED COPPER #2 9 NOT USED 24 "x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 10 WIRE CADWELD (TYPE -GL) GROUND BAR NOT USED 11 24 "x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 24 "x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE #6 AWG FROM ANTENNA iv (TYPICALLY) TO ANTENNAS CABLE GROUND KIT ANTENNA CABLE No 12" TO 24" 120 MAX. COPPER GROUND ------ „Q ,� ...._,. , RX2 il TX1 /RX1 WEATHERPROOFING BAR ON ALL, BR D E, W FLOOR CE IOR ON ANTENNA TOWER 1, KIT (TYP.) P WEATHERPROOFING KIT COAX JUMPER '1 ■ a GROUND KIT (TYP.) \/ \/ V �� (TYP) 0000 �_� 0 O O O �� (SEE NOTE 3) 0 O ���� \ O©000 O CONNECTOR 1 WEATHERPROOFING ' CABLE GROUND KIT #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO #6 AWG \\_-/_/ 0 KIT (TYP.) SEE NOTE 2 al COPPER ANTENNA GROUND BAR, WITH INSULATORS. J GROUND BAR). SEE NOTE 1 & 2 A” BONDED DIRECTLY TO TOP OF LIGHT POLE OR UTILITY POLE CABLE CONNECTOR NOTES: �l *TWO HOLE LUG, OR EXOTHERMIC WELD TO BE USED WITH #2 AWG BCW TO BUILDING SERVICE GROUND GROUND CONDUCTOR SHALL ANTENNA CABLE TO BTS EQUIPMENT (TYP.) 1 1 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 3. WEATHER PROOFING SHALL BE TWO -PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. OR GROUND RING BE ELIMINATED WHEN NOTES: W' TO GROUND RING DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. WEATHER PROOFING SHALL BE TWO -PART TAPE KIT. COLD SHRINK SHALL NOT BE USED. NOTE: GROUND BAR IS ELECTRICALLY BONDED TO METAL TOWER /LIGHT POLE GROUND BARS AT BOTTOM OF TOWERS /LIGHT POLES STRUCTURE SHALL ONLY USE EXOTHERMIC WELDS. GROUND WIRE INSTALLATION 24 "x36" SCALE: NOT TO SCALE 1 1 x 1 7" SCALE: NOT TO SCALE 7 CABLE GROUND KIT CONNECTION GROUND CABLE CONNECTION NOT USED 24 "x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 6 24 "x36" SCALE: NOT TO SCALE 11%17" SCALE: NOT TO SCALE 5 24 "x36" SCALE: NOT TO SCALE 11 "x17" SCALE: NOT TO SCALE 8 pitoL„,......01 Iteu.410 y D 40 RE,,;t1V1= C1TY�`1F Tiji<Wii MAR 3 Q 2012 PERMIT CENTER •"1"--------.-- TYPE TA i,..jiLe TYPE VN TYPE NC .3:-..wc TYPE SS l ir TYPE VV TYPE N, 4 TYPE VS VB TYPE PT r� 1 V TYPE GY �i , TYPE GL TYPE GT TYPE �� , GR NOT USED 3 CADWELD GROUNDING CONNECTIONS 2 _ NOT USED 1 NOT USED 4 24 "x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 24 "x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 24 "x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 24 "x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at &t Your world. Delivered. WESTOWER PACIFIC TELECOM SERVICES, LLC REVISIONS NO._ DATE DESCRIPTION INITIAL A 12/29/10 ISSUED FOR PCD REVIEW AM 0 02/28/11 ISSUED FOR FINAL CONSTRUCTION DB 1 03/26/12 REVISED FOR ANAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GROUNDING DETAILS SHEET NUMBER E -2