The URL can be used to link to this page

Home My WebLink AboutPermit D17-0137 - AT&T - WIRELESS MODIFICATION, ANTENNAS AND AUXILIARY EQUIPMENTAT&T 15700 NELSON PL D17-0137 Parcel No: Address: 0 City of Tukwila 0 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 0005800029 Permit Number: D17-0137 15700 NELSON PL Project Name: AT&T Issue Date: 7/11/2017 Permit Expires On: 1/7/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: WILTON LP PO BOX 116, N LAKEWOOD, WA, 98259 ANDI SPENCER - CROWN CASTLE 1505 WESTLAKE AVE N STE 800 , SEATTLE, WA, 98109 MASTEC NETWORK SOLUTIONS INC 806 S DOUGLAS RD 11TH FLOOR , CORAL GABLES, FL, 33134 MASTENS876KN CROWN CASTLE 1505 WESTLAKE AVE N, STE 800 , SEATTLE, WA, 98109 Phone: (206) 336-2867 Phone: (866) 545-1782 Expiration Date: 5/14/2019 DESCRIPTION OF WORK: WIRELESS MODIFICATION, UPGRADE EXISTING ANTENNAS AND AUXILIARY EQUIPMENT Project Valuation: $25,000.00 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: IIB Electrical Service Provided by: TUKWILA Fees Collected: $1,010.66 Occupancy per IBC: S-2 Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature: Date: 7`' I I '� 7 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree he conditions attached to this permit. Signature: Print Name: Date: 0.1/4/2 Qq This permit shall become null and void if the work is not commenced within 180 days for 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 PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: 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 this requirement. 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 7: 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. 8: Readily accessible access to roof mounted equipment is required. C 0 PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** O CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 httn://wvvw.TukwilaWA.gov Building Permit No. 1'01rri Project No. Date Application Accepted: 11 Date Application Expires: 1 I ' (For office se oni ) 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 King Co Assessor's Tax No.: 000580-0027 Site Address: 15700 Nelson Pl, Tukwila, WA 98188 Suite Number: Floor: Tenant Name: AT&T, submitted b Andi S.encer, Crown Castle PROPERTY OWNER Name: Andi Spencer, Crown Castle, on behalf of AT&T Name: Global Tower Holdings LLC City: Seattle State: WA Zip: 98109 Address: 601 Poydras St #2660 Email: Andi.Spencer@crowncastle.com City: New Orleans State: LA Zip: 70130 CONTACT PERSON — person receiving all project communication Name: Andi Spencer, Crown Castle, on behalf of AT&T Address: 1505 Westlake Ave N, ste 800 City: Seattle State: WA Zip: 98109 Phone: 206-336-2867 Fax: Email: Andi.Spencer@crowncastle.com GENERAL CONTRACTOR INFORMATION Company Name: Mastec Network Solutions Address: City: C: �'e, State: tit..4 Zip. gel/ 0, Architect Name: Wells Holmes City: State: City: Sandy State: UT Zip: Phone: Fax: Email: Fax: Contr Reg No.: Email: Michael@m2-eng.com Exp Date: Tukwila Business License No.: H:Wpplications\Forms-Applications On Line12011 ApplicationsTermit Application Revised - 8-9-11.docx Revised: August 2011 bh New Tenant: 0 Yes ..No ARCHITECT OF RECORD 1 /�_ �(' �` Name: /r° u..)1,\. Ccdi a art i �i"� lif T Company Name: Vector Structural Engineers City: C: �'e, State: tit..4 Zip. gel/ 0, Architect Name: Wells Holmes Address: 9138 S State St, ste 101 City: Sandy State: UT Zip: 84070 Phone: 801-990-1775 Fax: Zip: 92673 Email: Fax: ENGINEER OF RECORD 1 /�_ �(' �` Name: /r° u..)1,\. Ccdi a art i �i"� lif T Company Name: M.Squared Engineers City: C: �'e, State: tit..4 Zip. gel/ 0, Engineer Name: Michael Montello Address: 1387 Calle Avanzado City: San ClementeState: WA Zip: 92673 Phone: Fax: Email: Michael@m2-eng.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095). 1 /�_ �(' �` Name: /r° u..)1,\. Ccdi a art i �i"� lif T Address:`viesaake a , e Zi ► 1 �Le 0( I City: C: �'e, State: tit..4 Zip. gel/ 0, Page 1 of 4 f BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 25,000 Describe the � s_cope of work (please provide tailed information): ems` A ,R lla/r eRLi.14p1').1 Existing Building Valuation: $ Will there be new rack storage? ❑ Yes 41-v&ZnnaZ .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC " 115 ft. Monopole IIB S-2 i luvr 115 ft. Monopole 2"d Floor 3rd 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 (s ft): Existing 10480 Lease_area q lo or 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 I] No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm ® None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 "paper 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 ApplicationAPermit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 n c PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District El ...Tukwila ❑ ...Water District #I25 ❑ ...Water Availability Provided e er s ri t ...Tukwila El ...Valley View ❑ ...Sewer Use Certificate ❑ ...Sewer Availability Provided El .. Highline ❑ .. Renton ❑ .. Renton ❑ .. Seattle Septic System: fl On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. ubmitted with Application (mark boxeswhich annlv); ..Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 .. Geotechnical Report El ...Traffic Impact Analysis El ...Bond El .. Insurance ❑ .. Easement(s) 0 .. Maintenance Agreement(s) 0 ...Hold Harmless — (SAO) ❑...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): _Right-of-way Use - Nonprofit for less than 92 hours ❑ _Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control El ...Backflow Prevention - Fire Protection Irrigation Domestic Water .. • Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use —Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. " 0 ...Water Only Meter Size 0 ...Sewer Main Extension Public ❑ ❑ ...Water Main Extension Public ❑ >> >> >> ❑ .. Grease Interceptor ❑ .. Channelization El .. Trench Excavation ❑ .. Utility Undergrounding WO # WO # WO # ❑ ...Deduct Water Meter Size Private ❑ Private ❑ >, FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer El ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H: Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 C 0 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUII.AING4ru4 ZED AGEN -6.)-azzfia. Signature: Print Name: Andi Spencer, Crown Castle, on behalf of AT&T Date: 05/12/2017 Day Telephone: 206-336-2867 1505 Westlake Avenue North, ste 800; Seattle, WA 98109 Mailing Address: City H:Wpplications\Formt-Applications On Line\201 I Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK I ACCOUNT I QUANTITY I PAID $398.25 D17-0137 Address: 15700 NELSON PL Apn: 0005800029 $398.25 DEVELOPMENT $368.66 PERMIT FEE R000.322.100.00.00 0.00 $364.16 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $4.50 TECHNOLOGY FEE $29.59 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R11876 R000.322.900.04.00 0.00 $29.59 $398.25 Date Paid: Friday, July 07, 2017 Paid By: MASTEC NETWORK SOLUTIONS Pay Method: CHECK 132472 Printed: Friday, July 07, 2017 3:35 PM 1 of 1 CSYSTEMS 4t- 0 t- ILA p/L-.fit -J r Cash Register Receipt City of Tukwila Receipt Number R11544 DESCRIPTIONS PermitTRAK I ACCOUNT I QUANTITY I PAID $612.41 D17-0137 Address: 15700 NELSON PL Apn: 0005800029 $612.41 DEVELOPMENT $612.41 PERMIT FEE PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R11544 R000.322.100.00.00 R000.345.830.00.00 0.00 0.00 $227.70 $384.71 $612.41 Date Paid: Tuesday, May 23, 2017 Paid By: CROWN CASTLE - WTA PROPERTY Pay Method: CHECK 14508 Printed: Tuesday, May 23, 2017 9:37 AM 1 of 1 CRWSYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-361'0 Permit Inspection Request Line (206) 438-9350 1Y? -0/37 Project: Ali Ty, of Inspection: 6t)lLb/Nii. tel//1-L Address: /57cc' A/aasctl Pi. Date Called: Special Instructions: Date Warn. b/2//17 CE - P.m• Requeste : JG y a----rer2V Phone No: -7 49 Oces Approved per applicable codes. Corrections required prior to approval. COMMENTS: 6e, Of/it-Pik/6- fi kicY Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. REVISIONS ff!o chances shall ho made to the scope of 'o -'t !><r +sict't prior approval of •.)r••. °� Eti'drig Division { squire a new plan submittal and may in,,:::de additional plan review fees. PRO No changes can be made.to Itfddi plans without approval from the Panning Division of DCD Approved By: -) o s-epo } Date: _ SITE INFORMATION SEPARATE PERMIT REQUIRED FOR: Qechanical GI/Electrical adi-as Piping City of Tukwila BUIL JG DIVISION at& PROPERTY OWNER: APPLICANT: GROUND ELEVATION: 121' AMSL LAT/LONG TYPE: NAD -B3 ZONING JURISDICTION: CITY OF TUKWILA ZONING CLASSIFICATION: TUC CURRENT USE: ASSESSOR'S PARCEL NO.: PROPOSED USE: TYPE OF CONSTRUCTION: OCCUPANCY GROUP: GLOBAL TOWER ASSETS LLC 601 POYDRAS ST#2660 NEW ORLEANS, LA 70130 AT&T MOBILITY UNMANNED TELECOMMUNICATIONS FACILITY 0005800027 UNMANNED TELECOMMUNICATIONS FACILITY IIB S-2 PROJECT TEAM CLIENT REPRESENTATIVE: CROWN CASTLE 1505 WESTLAKE AVENUE NORTH SUITE 800 SEATTLE, WA 98109 CONTACT: KELSEY PUHALLA PH: (206) 336-2874 EMAIL: kelsey.puhalla@crowncasUe.com SITE ACQUISITION MASTEC NETWORK SOLUTIONS 7025 S REVERE PKWY, SUITE 100 CENTENNIAL CO 80112 CONTACT: PAM ROY PH: (425) 419-8698 EMAIL: pam.roy@mastec.com RF ENGINEER: AT&T MOBILITY CONTACT: LE ANNE PH: (425) 580-8287 EMAIL: a17568@att.com STRUCTURAL ENGINEER: VECTOR STRUCTURAL ENGINEERS 9138 S STATE ST, SUITE 101 SANDY, UT 84070 CONTACT: WELLS HOLMES PH: (801) 990-1775 www.vectorse.com ectorse.com ENGINEER: M.SQUARED ENGINEERS 1387 CALLE AVANZADO SAN CLEMENTE, CA 92673 CONTACT: MICHAEL MONTELLO EMAIL: Michael@m2-eng.com PROJECT MANAGER: CROWN CASTLE 1505 WESTLAKE AVENUE NORTH SUITE 800 SEATTLE, WA 98109 CONTACT: GARRIT JACKSON PH: (206) 336-3208 EMAIL: garrit.jackson@crowncastle.com CONSTRUCTION MANAGER: CROWN CASTLE 1505 WESTLAKE AVENUE NORTH SUITE 800 SEATTLE, WA 98109 CONTACT: CODY CRANK PH: (253) 370-6880 EMAIL: cody.crank@crowncasUe.com STTLWASSO5 - LTE BWE orld. Delivered. VICINITY MAP r.1 .•t Anwiaa AN., 4M104, AH •'Mt4pIP :1 0 1.0 V-''NI'I4C'MI. 4 04604 'LNM':. or.b MaMMa•� I n'M+rw f4haM V IIMM .IV004iYNgw1610 Or 0 DO Hgle U et DRIVING DIRECTIONS DIRECTIONS FROM SEATTLE -TACOMA INTERNATIONAL AIRPORT: 1. HEAD SOUTHEAST ON AIRPORT EXPRESSWAY TOWARD DEPARTURES 2. USE THE LEFT LANE TO KEEP LEFT 3. KEEP LEFT 4. SLIGHT LEFT ONTO AIRPORT EXPRESSWAY 5. KEEP RIGHT AT THE FORK. FOLLOW SIGNS SO WA -518 W / INTERSTATE 5 / INTERSTATE 405 AND MERGE ONTO WA -518 E - 6. WA -518 E TURNS SLIGHTLY RIGHT AND BECOMES 1-405 N 7. TAKE EXIT 1 FOR W VALLEY HWYANA-181 S TOWARD TUKWILA 8. TURN RIGHT ONTO WA -181 S / W VALLEY HWY 9. TURN LEFT ONTO LONGACRES WAY 10. TURN LEFT 11. DESTINATION WILL BE ON THE RIGHT SITE NAME: PACE NO.: CROWN BU.: ADDRESS: LATITUDE: Permit No. Pen rz ' ,{ 13 subject to errors E r Approval of c 4 :on documents does not authorize Mobility In violation of any adopted code or ordinal. SOUTHCENTProved Enid Copy and conditions is Lc kno M RWO R019940 856360 15700 NELSON PL TUKWILA, WA 98188 47° 27' 42.9984" N By: Date: • City of Tukwila BUILDING DIvISIO LONGITUDE: 122° 14' 34.0008" W MODIFICATION OF TELECOMMUNICATION SITE PROJECT DESCRIPTION AT&T WIRELESS PROPOSES TO MODIFY AN EXISTING WIRELESS INSTALLATION. THE SCOPE WILL CONSIST OF THE FOLLOWING: • REMOVE (2) EXISTING AT&T 3' PANEL ANTENNAS • REMOVE (4) EXISTING AT&T 4' PANEL ANTENNAS • REMOVE (1) EXISTING AT&T 6' PANEL ANTENNAS • REMOVE (2) EXISTING AT&T 8' PANEL ANTENNAS • REMOVE (3) EXISTING AT&T LTE 1900 RRH'S • REMOVE (8) EXISTING AT&T TMA'S • REMOVE (1) EXISTING AT&T GSM CABINET • CONSOLIDATE EXISTING AT&T GSM EQUIPMENT @ EQUIPMENT LEVEL • NSTALL (1) NEW AT&T 4' PANEL ANTENNAS • NSTALL (2) NEW AT&T 6' PANEL ANTENNAS • NSTALL (6) NEW AT&T 8' PANEL ANTENNAS • NSTALL (3) NEW AT&T LTE WCS RRH'S @ ANTENNA LEVEL • NSTALL (3) NEW AT&T LTE 1900 RRH'S @ ANTENNA LEVEL • NSTALL (1) NEW AT&T TWIN CTMA @ ANTENNA LEVEL • NSTALL (1) NEW AT&T DC -6 *SQUID' SURGE SUPPRESSOR @ ANTENNA LEVEL • NSTALL (2) NEW AT&T DC POWER TRUNKS • NSTALL (1) NEW AT&T 18 -STRAND FIBER TRUNK • NSTALL (1) NEW AT&T RAYCAP DC -6 S • NSTALL (3) NEW AT&T BACK TO BACK MOUNTS • NSTALL (1) NEW AT&T 2C bCEM2 CARD TO (E) FIF RACK • NSTALL (1) NEW AT&T MOUNT REFERENCE RFDS ID # 360969. VERSION 3.00, DATED 02/15/2017. GENERAL NOTES THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS REQUIREMENTS ARE NOT REQUIRED IN ACCORDANCE WITH THE 2015 WASHINGTON BUILDING CODE. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE; NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS NEW. ENGINEERING ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. • 2015 INTERNATIONAL BUILDING CODE • CITY/COUNTY ORDINANCES • BUILDING OFFICIALS & CODE ADMINISTRATORS (BOCA) • 2015 MECHANICAL CODE • 2015 FIRE CODE • 2015 PLUMBING CODE • 2015 ELECTRICAL CODE • LOCAL BUILDING CODE DO NOT SCALE DRAWINGS SUBCONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS & FIELD CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. WASHINGTON Know what's below. Call before you dig. Call THREE Working Days Before You Dig! 811/800-424-5555 WAS HINGTON811.COM CONSTRUCTION DRAWING IF USING 11"X17 PLOT, DRAWINGS WILL BE HALF SCALE DRAWING INDEX SHEET NO: SHEET TITLE T-1 TITLE SHEET GN -1 GENERAL NOTES A-1 SITE PLAN & ENLARGED SITE PLAN A-2 EQUIPMENT LAYOUT - A-3 ANTENNA LAYOUT ! REVIEWED FOR A-4 ELEVATIONS D-1 DETAILS CODE COMPLIANCE 0-1 GROUNDING SCHEMATIC & GROUND JG DETAILS APPROVED G-2 GROUNDING DETAILS v L E-1 ELECTRICAL DIAGRAM & RET SCHEM5TIC DIAGRAMil RF -1 PLUMBING DIAGRAM ^ 1 ! 1 /011 AUL City of Tukwila BUILDING DIVISION APPROVnn�� A-EC�EWELi CTTY OF TUKWILA THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS & AUTHORIZE THE SUBCONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT & MAY IMPOSE CHANGES OR MODIFICATION. AT&T RF ENGINEER: AT&T OPERATIONS: SITE ACQUISITION: DATE: CONSTRUCTION MANAGER: PROPERTY OWNER: ZONING: PROJECT MANAGER: AY 232017 PERMIT CDITER • CROWN 2 CASTLE ESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 m.squared ENGINEERS 1387 CALLE AVANZADO SAN CLEMENTE, CA 92673 (619) 997-4012 FA CODE: 10097911 DRAWN BY: ND CHECKED BY: MM, 0 05/06/2017 100% CD'S FOR SUBMITTAL A 03/21/2017 90% CDS FOR REVIEW 05/09/17 EXP. 10/06/18 IT ISA VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. STTLWASSO5 SOUTHCENTER 15700 NELSON PL TUKWILA, WA 98188 MONOPOLE SHEET TITLE TITLE SHEET SHEET NUMBER T-1 ♦ • GENERAL CONSTRUCTION NOTES: 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: GENERAL CONTRACTOR - GENERAL CONTRACTOR SUBCONTRACTOR- CONTRACTOR (CONSTRUCTION) OWNER - AT&T 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND AT&T PROJECT SPECIFICATIONS. 3. GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAT&T, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK. 5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS. 6. UNLESS NOTED OTHERWISE. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 7. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BEA DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO SHOWN DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH WORK 8. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS. THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE SPACE FOR APPROVAL BY THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING. 10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. 11. GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLINES. 12. ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID PLUMB AND TRUE AS INDICATED ON THE DRAWINGS. 13. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY LOCAL JURISDICTION. SUBCONTRACTOR SHALL KEEP AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DEBRIS. 14. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. SUBCONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY (E) CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO THE BEGINNING CONSTRUCTION. 15. SUBCONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO COMMENCEMENT OF WORK 16. THE SUBCONTRACTOR SHALL PROTECT (E) IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 17. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 18. GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND SUBCONTRACTORS TO THE SITE AND/OR BUILDING. 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONSTRUCTION UNTIL JOB COMPLETION. 20. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. 21. THE GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A OT 2-A:10-B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION. 22. ALL (E) ACTIVE SEWER, WATER, GAS, ELECTRIC. AND OTHER UTILITIES SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY THE ARCHITECT/ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED SPACE, C) ELECTRICAL SAFETY, D) TRENCHING & EXCAVATION. 23. ALL (E) INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE ARCHITECT/ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES. 24. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. 25. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE (E) SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL. 26. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUNDING. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 27. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR DENSITY IN OPEN SPACE. ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL PRE -APPROVED BY THE LOCAL JURISDICTION. 28. ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER 29. ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND PRIOR TO PAYMENT. 30. SUBCONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS -BUILT REDLINES TO THE GENERAL CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. 31. SUBCONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. 32. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND IS NOT FOR HUMAN HABITAT (NO HANDICAP ACCESS REQUIRED). 33. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY AT&T TECHNICIANS. 34. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. 35. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST REVISION AT&T MOBILITY GROUNDING STANDARD "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM/GPRS WIRELESS SITES" AND TECHNICAL SPECIFICATION FOR FACILITY GROUNDING". IN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATION AND THE DRAWINGS, THE DRAWINGS SHALL GOVERN. 36. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR CONSTRUCTION. IF SUBCONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR IMMEDIATELY. 37. SUBCONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. 38. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS PROVIDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 39. NO WHITE STROBIC LIGHTS ARE PERMITTED. LIGHTING IF REQUIRED, WILL MEET FM STANDARDS AND REQUIREMENTS. 40. ALL COAXIAL CABLE INSTALLATIONS TO FOLLOW MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS. 41. NO NOISE, SMOKE, DUST, OR VIBRATIONS WILL RESULT FROM THIS FACILITY. (DISREGARD THIS NOTE IF THIS SITE HAS A GENERATOR) 42. NO ADDITIONAL PARKING TO BE PROPOSED. (E) ACCESS AND PARKING TO REMAIN, UNLESS NOTED OTHERWISE. 43. NO LANDSCAPING IS PROPOSED AT THIS SITE, UNLESS NOTED OTHERWISE. ELECTRICAL NOTES: 1. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL LL ELECT 1 I RCA WORK INDICATED. CATED. A NY /ALL L O CONSTRUCTION SHALL BE IN ACCORDANCE W/DRAWINGS AND ANY/ALL APPLICABLE SPECIFICATIONS. IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH THESE REQUIREMENTS, CONTRACTOR SHALL NOTIFY 'CONSTRUCTION MANAGER' AS SOON AS POSSIBLE, AFTER THE DISCOVERY OF THE PROBLEMS, AND SHALL NOT PROCEED WITH THAT PORTION OF WORK, UNTIL THE 'CONSTRUCTION MANAGER' HAS DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN. 2. ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ANY/ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. ALL (E) CONDITIONS OF ELECTRICAL EQUIP., LIGHT FIXTURES, ETC., THAT ARE PART OF THE FINAL SYSTEM, SHALL BE VERIFIED BY THE CONTRACTOR, PRIOR TO THE SUBMITTING OF HIS BID. FAILURE TO COMPLY WITH THIS PARAGRAPH WILL IN NO WAY RELIEVE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A COMPLETE AND WORKING SYSTEM. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL CODES AND LOCAL ORDINANCES OF THE LOCAL POWER & TELEPHONE COMPANIES HAVING JURISDICTION AND SHALL INCLUDE BUT NOT BE LIMITED TO: C - NATIONAL FIRE CODES A. UL - UNDERWRITERS LABORATORIES B. NEC - NATIONAL ELECTRICAL CODE C. NEMA- NATIONAL ELECTRICAL MANUFACTURERS ASSOC. D. OSHA - OCCUPATIONAL SAFETY AND HEALTH ACT E. SBC - STANDARD BUILDING CODE 4. DO NOT SCALE ELECTRICAL DRAWINGS, REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT, AND CONFIRM WITH 'CONSTRUCTION MANAGER' ANY SIZES AND LOCATIONS WHEN NEEDED. 5. (E) SERVICES: CONTRACTOR SHALL NOT INTERRUPT (E) SERVICES WITHOUT WRITTEN PERMISSION OF THE OWNER. 6. CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS, FEES. INSPECTIONS AND TESTING. CONTRACTOR IS TO OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORK BEGINNING OR ORDERING EQUIPMENT. 7. THE TERM "PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, INDICATES THAT THE CONTRACTOR SHALL FURNISH AND INSTALL. B. CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS SUCH AS THE: LUG SIZE RESTRICTIONS, CONDUIT ENTRY, SIZE OF TRANSFORMERS, SCHEDULED DOWNTIME FOR THE OWNERS' CONFIRMATION, ETC... ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER. PRIOR TO BEGINNING ANY WORK. 9. MINIMUM WIRE SIZE SHALL BE #12 AWG, NOT INCLUDING CONTROL WIRING, UNLESS NOTED OTHERWISE. ALL CONDUCTORS SHALL BE COPPER WITH THWN INSULATION. 10. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET/DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. 11. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION. CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 12. ELECTRICAL SYSTEM SHALL BE AS COMPLETELY AND EFFECTIVELY GROUNDED, AS REQUIRED BY SPECIFICATIONS, SET FORTH BY AT&T. 13. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS, WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND SUBJECT TO REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION MANAGER 14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 15. CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. 16. THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE AND SHALL INCLUDE THE REPLACEMENT OR THE REPAIR OF ANY OTHER PHASE OF THE INSTALLATION, WHICH MAY HAVE BEEN DAMAGED THEREIN. 17. ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LOSS AND ANY/ALL PROPERTY DAMAGE FOR THE DURATION OF WORK. 18. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES AND DEVICES FOR ALL OUTLETS AS INDICATED. 19. DITCHING AND BACK FILL: CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT AND/OR CABLES INCLUDING EXCAVATION AND BACKFILLING AND COMPACTION. REFER TO NOTES AND REQUIREMENTS 'EXCAVATION, AND BACKFILLING. 20. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE (N) AND SHALL APPEAR ON THE LIST OF U.L. APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF THE NEC, NEMA AND IECE. 21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF ANY/ALL LIGHTING FIXTURES, SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE CONSTRUCTION MANAGER PRIOR TO INSTALLATION. 22. ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY AND SHALL BE INCLUDED IN THE COST FOR WORK AND PERFORMED TO THE SATISFACTION OF THE 'CONSTRUCTION MANAGER' UPON FINAL ACCEPTANCE. 23. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN DIRECTORIES. ALL ELECTRICAL WIRING SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 24. DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY-DUTY, QUICK -MAKE AND QUICK -BREAK ENCLOSURES, AS REQUIRED BY EXPOSURE TYPE. 25. ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF AN ANTI -OXIDE COMPOUND SUCH AS "NO -OXIDE A" BY DEARBORNE CHEMICAL CO. COAT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED COPPER SURFACES, INCLUDING GROUND BARS, SHALL BE TREATED - NO SUBSTITUTIONS. 26. RACEWAYS: CONDUIT SHALL BE SCHEDULE 40 PVC MEETING OR EXCEEDING NEMA TC2 - 1990. CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS -200 LBS TEST POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL BE A MINIMUM OF 2 FT. RADIUS. RGS CONDUITS WHEN SPECIFIED, SHALL MEET UL -6 FOR GALVANIZED STEEL. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. COAT ALL THREADS WITH 'BRITE ZINC' OR 'GOLD GALV. 27. SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. 28. CONDUCTORS: CONTRACTOR SHALL USE 98% CONDUCTIVITY COPPER WITH TYPE THWN INSULATION, 800 VOLT, COLOR CODED. USE SOLID CONDUCTORS FOR WIRE UP TO AND INCLUDING NO. 8 AWG. USE STRANDED CONDUCTORS FOR WIRE ABOVE NO. 8 AWG. 29. CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE TYPE INSULATED TWIST -ON CONNECTORS FOR NO. 10 AWG AND SMALLER. USE SOLDERLESS MECHANICAL TERMINAL LUGS FOR NO. 8 AWG AND LARGER. 30. SERVICE: 240/120V, SINGLE PHASE, 3 WIRE CONNECTION AVAILABLE FROM UTILITY COMPANY. OWNER OR OWNERS AGENT WILL APPLY FOR POWER. 31. TELEPHONE SERVICE: CONTRACTOR SHALL PROVIDE EMPTY CONDUITS WITH PULL STRINGS AS INDICATED ON DRAWINGS. 32. ELECTRICAL AND TELCO RACEWAYS TO BE BURIED A MINIMUM OF 2' DEPTH. 33. CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 12" BELOW GROUND AND DIRECTLY ABOVE ELECTRICAL AND TELCO SERVICE CONDUITS. CAUTIONS TAPE TO READ "CAUTION BURIED ELECTRIC" OR "BURIED TELECOMM". 34. ALL BOLTS SHALL BE STAINLESS STEEL GROUNDING NOTES: 1. COMPRESSION CONNECTIONS (2), 2 AWG BARETINNED SOLID COPPER CONDUCTORS TO GROUNDING BAR. ROUTE CONDUCTORS TO BURIED GROUNDING RING AND PROVIDE PARALLEL EXOTHERMIC WELD. 2. EC SHALL USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH SECTION AND LABEL EACH SECTION ("P", "A", "N", "P) WITH 1" HIGH LETTERS. 3. ALL HARDWARE 18-8 STAINLESS STEEL, INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ANTI -OXIDANT COMPOUND BEFORE MATING. ALL HARDWARE SHALL BE STAINLESS STEEL 3/8 /NCH DIAMETER OR LARGER. 4. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH AN ANTI -OXIDANT COMPOUND BEFORE MATING. 5. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUNDING BAR AND BOLTED ON THE BACK SIDE. 6. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA LOCATION, AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED. 7. WHEN THE SCOPE OF WORK REQUIRES THE ADDITION OF A GROUNDING BAR TO AN (E) TOWER.THE SUBCONTRACTOR SHALL OBTAIN APPROVAL FROM THE TOWER OWNER PRIOR TO MOUNTING THE GROUNDING BAR TO THE TOWER. 8. ALL ELECTRICAL AND GROUNDING AT THE CELL SITE SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE (NEC), NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 780 (LATEST EDITION), AND MANUFACTURER. SITE WORK & DRAINAGE PART 1 -GENERAL CLEARING, GRUBBING, STRIPPING, EROSION CONTROL, SURVEY, LAYOUT, SUBGRADE PREPARATION AND FINISH GRADING AS REQUIRED TO COMPLETE THE PROPOSED WORK SHOWN IN THESE PLANS. 1.1 REFERENCES: A. DOT (STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION -CURRENT EDITION). B. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS). C. OSHA (OCCUPATION SAFETY AND HEALTH ADMINISTRATION). 1.2 INSPECTION AND TESTING: A. FIELD TESTING OF EARTHWORK COMPACTION AND CONCRETE CYLINDERS SHALL BE PERFORMED BY SUBCONTRACTORS INDEPENDENT TESTING LAB. THIS WORK TO BE COORDINATED BY THE SUBCONTRACTOR. B. ALL WORK SHALL BE INSPECTED AND RELEASED BY THE GENERAL CONTRACTOR WHO SHALL CARRY OUT THE GENERAL INSPECTION OF THE WORK WITH SPECIFIC CONCERN TO PROPER PERFORMANCE OF THE WORK AS SPECIFIED AND/OR CALLED FOR ON THE DRAWINGS. IT IS THE SUBCONTRACTOR'S RESPONSIBILITY TO REQUEST TIMELY INSPECTIONS PRIOR TO PROCEEDING WITH FURTHER WORK THAT WOULD MAKE PARTS OF WORK INACCESSIBLE OR DIFFICULT TO INSPECT. 1.3 SITE MAINTENANCE AND PROTECTION: A. PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL COMPLETION OF THE SUBCONTRACT. B. AVOID DAMAGE TO THE SITE AND TO (E) FACILITIES, STRUCTURES, TREES, AND SHRUBS DESIGNATED TO REMAIN. TAKE PROTECTIVE MEASURES TO PREVENT (E) FACILITIES THAT ARE NOT DESIGNATED FOR REMOVAL FROM BEING DAMAGED BY THE WORK. C. KEEP SITE FREE OF ALL PONDING WATER. D. PROVIDE EROSION CONTROL MEASURES IN ACCORDANCE WITH STATE DOT AND EPA REQUIREMENTS. E. PROVIDE AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES, WARNING SIGNALS AND SIMILAR DEVICES NECESSARY TO PROTECT AGAINST THEFT FROM PROPERTY DURING THE ENTIRE PERIOD OF CONSTRUCTION. REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE WORK F. (E) UTILITIES: DO NOT INTERRUPT (E) UTILITIES SERVING FACILITIES OCCUPIED BY THE OWNER OR OTHERS, EXCEPT WHEN PERMITTED IN WRITING BY THE ENGINEER AND THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY SERVICES HAVE BEEN PROVIDED. PROVIDE A MINIMUM 48-HOUR NOTICE TO THE ENGINEER AND RECEIVE WRITTEN NOTICE TO PROCEED BEFORE INTERRUPTING ANY UTILITY SERVICE. ENVIRONMENTAL NOTES 1. ALL WORK PERFORMED SHALL BE DONE IN ACCORDANCE WITH ISSUED PERMITS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYMENT OF FINES AND PROPER CLEAN UP FOR AREAS IN VIOLATION. 2. CONTRACTOR AND/OR DEVELOPER SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROLS DURING CONSTRUCTION FOR PROTECTION OF ADJACENT PROPERTIES, ROADWAYS AND WATERWAYS AND SHALL BE MAINTAINED IN PLACE THROUGH FINAL JURISDICTIONAL INSPECTION & RELEASE OF SITE. 3. CONTRACTOR SHALL INSTALL/CONSTRUCT ALL NECESSARY SEDIMENT/SILT CONTROL FENCING AND PROTECTIVE MEASURES WITHIN THE LIMITS OF SITE DISTURBANCE PRIOR TO CONSTRUCTION. 4. NO SEDIMENT SHALL BE ALLOWED TO EXIT THE PROPERTY. THE CONTRACTOR IS RESPONSIBLE FOR TAKING ADEQUATE MEASURES FOR CONTROLLING EROSION. ADDITIONAL SEDIMENT CONTROL FENCING MAYBE REQUIRED IN ANY AREAS SUBJECT TO EROSION. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS AND ANY REPAIRS OF ALL SEDIMENT CONTROL MEASURES INCLUDING SEDIMENT REMOVAL AS NECESSARY. 6. CLEARING OF VEGETATION AND TREE REMOVAL SHALL BE ONLY AS PERMITTED AND BE HELD TO A MINIMUM. ONLY TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED. 7. SEEDING AND MULCHING AND/OR SODDING OF THE SITE WILL BE ACCOMPLISHED AS SOON AS POSSIBLE AFTER COMPLETION OF THE PROJECT FACILITIES AFFECTING LAND DISTURBANCE. 8. CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY LOCAL, COUNTY AND STATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS FROM SOIL LOSS AND TO PREVENT ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAVING THE CONSTRUCTION AREA. THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES, STRAW BALE SEDIMENT BARRIERS, AND CHECK DAMS. 9. RIP RAP OF SIZES INDICATED SHALL CONSIST OF CLEAN, HARD, SOUND, DURABLE, UNIFORM IN QUALITY STONE FREE OF ANY DETRIMENTAL QUANTITY OF SOFT, FRIABLE, THIN, ELONGATED OR LAMINATED PIECES, DISINTEGRATED MATERIAL, ORGANIC MATTER, OIL, ALKALI, OR OTHER DELETERIOUS SUBSTANCES REVIEWED FOR CODE COMPLIANCE APPROVED JUL 10 2011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 232017 PERMIT CENTER 4611....00 klaiwood at&t �,- Mobility CROWN CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 m.squared ENGINEERS 1387 CALLE AVANZADO SAN CLEMENTE, CA 92673 (619) 997-4012 FA CODE: 10097911 DRAWN BY: ND CHECKED BY: MM t. • 05/08/2017 100% CD'S FOR SUBMITTAL 03/21/2017 90% CD'S FOR REVIEW REV DATE CaYYilgl ir 05/09/17 EXP. 10/06/18 ITIS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. STTLWASSO5 SOUTHCENTER 15700 NELSON PL TUKWILA, WA 98188 MONOPOLE SHEET TITLE GENERAL NOTES SHEET NUMBER GN -1 (E) AT&T EQUIPMENT & ,,,,,„....i. �� -.. Mobility NOTES: 1. THE WIRELESS QUE INA CCO FACILITYNCE COMPLIES WITH FEDERAL MUNIC TION ACT S FOR RADIO FREQUENCY IN ACCORDANCE WITH THE TELECOMMUNICATION ACT OF 1996 AND SUBSEQUENT AMENDMENTS AND ANY OTHER REQUIREMENTS IMPOSED BY STATE OR FEDERAL REGULATORY AGENCIES. 2. NO EXISTING PARKING STALLS ARE BEING ADDED OR REMOVED AS PART OF THE NEW INSTALLATION. 3. THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF A CURRENT LAND SURVEY. ALL PROPERTY LINES, EASEMENTS, SETBACKS, AND EXISTING CONDITIONS ARE APPROXIMATE AND SHALL BE VERIFIED PRIOR TO START OF CONSTRUCTION. 4. NO GRADING WORK IS INCLUDED IN THIS SCOPE OF WORK ON THIS PAGE y CROWN _!fes_ CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 IBUILDING \ - \\ m.squared ENGINEERS ANCLEMENTE,CA926 SAN CLEMENTE, (619)997-4012 :i: CA 92673 ANTENNA AREA, REFER TO: (E) AT&T ICE BRIDGE s3'-7 9'"10" -----------_ 5 --- _-,____- -----_---- PROPERTY LINE -1---_-- I I I ________ (E) PARKING PL LOT PERTv (E) RAILROAD TRACKS LINE-_--_------�_"� _ I FA CODE: 10097911 ----__- ■ yx__ x_---�I x-- -- ■ ' ■, DRAWN BY: ND I CHECKED BY: MM I I I r I BUILDING I I• o Ig (E) AT&T EQUIPMENT + - SHELTER / 'Tr Il i• ii; ,�M NS 11• (E) AT&T GPS ANTENNA TO REMAIN; (2) TOTAL I x I Vg. I wI 0 F. n I I D. I 0 05/08/2017 100% COG FOR SUBMITTAL A 03/21/2017 90% AD'S FOR REVIEW `REV DATE I N J I m I'� I I (11 I I • y• LOW li YY 42 , ,,, fr,,,, • _�o :I;Lo .� r C - �•Ct / SIbO. �� rVkAL �` S� f �p t� ®NAL y.P 05/09/17 EXP. 10/06/18 (E) 12'-0" DOUBLE SWING ACCESS GATE _ (E) AT&T GENERATOR _x x �_a PARKING LOT I I I I I PROPERTY LINE +�.% ■> ■.Aft �,♦" AT&T EQUIPMENT & ■ I- - V. x —x—xx--x-x �. x __ x -x (E) AT&T UTILITY (E) CHAIN H -FRAME WITH BARBED . REVIEWED FOR CODE COMPLIANC__ LINK FENCE WIRE RECEIVED CITY OF T U K W i L A MAY 2 3 2017 (E) ■ ANTENNA AREA, REFER TO: I x■ ■ I■ ® Ji I '�i'i x.��x..' _, ��I `CPN: I ■ I, IT IS OFFS PERSON. UNLESS THEY ARE INAL ENGI THE DIA VIOLATION OF LAW FOR R ECTION L1ER THIS PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. 00U ENT a I di 0005800027 ZONING: TUC o n _--- I� - / ---_-- _ = - - �- __ '-_ .__,_____,..„-----------1---- .PROPERTY,LI LONGACRES WAY S �- _-. N MI% STTLWASS05 15700SOUNE ENTER NELSON PL ::ff1 APPROVED - -�' PERMIT CENTER I JUL 1Th Tukwila BUILDING DIVISION N W �E -PY S AND SIENLARGEDED SITE PLAN W E ��1�W. 5 SHEET NUMBER A-1 SITE PLAN 11"x17" SCALE: 1" = 60•-0" 3015 30' 1 ENLARGED SITE PLAN 24'•x35" SCALE: 3/16" = 1•-0" IIIWNWINMII. A 11"x17" SCALE: 3/32" = 1'-0" 4• 2' 0" 4' L • 27'-1" at &t '�--=,."'1 Mobility H V- Ell Mii=iH ====A V 1 P -'" r CROWN :-.)/ - CASTLE 1505 WESTLAKEAVENUE 9SUITE 800 SEATTLE, WA 988109109 A C I C ' S (E) AT&T ICE BRIDGE AT&T FT RACK (E) (E) AT&T ABSOLYTE --"• BATTERY STACK; I __--- -=----- _-- (2) (E) AT&T GSM CABINET (E) AT&T LTE/DC FIF STRINGS I - - TO BE REMOVED, GSM RACK EQUIPMENT TO BE _� I CONSOLIDATED (E) AT&T GSM CABINET iiP� /� ,/AA!+ENTRY �-�- '7E" ;`tee m.squared .squared ENGINEERS CALLS AVANZADOSHELTER SAN CLEMENTE, CA 92673 997-4012 CONCRETE STOOP (E) P CABLE PORT (E) - (E) AT&T EQUIPMENT ,,l() SHELTER ACCESS DOOR � �� (E) AT&T EQUIPMENT„ GPS - I AT&T ANTENNA TO REMAIN; -1 (2) TOTALn(619) AT&T (E)AT&T TELCO BOARD I • FA CODE: 10097911 (E) CABINET UMTS (8) AT&T AC MAIN (E) AT&T BBU RACK (E) AT&T ARGUS (E) AT&T ABSOLYTE (E) AT&T ABSOLYTE BREAKER PANEL POWER PLANT BATTERY STACK; (1) BATTERY STACK; (2) STRING STRINGS (E) AT&T CABLE ENTRY PORT N DRAWN BY: NO REVIEWEDFOR CODE COMPLIANCE') APPROVED W •/I\ E S `CHECKED BY: MM/ 'x36" EXISTING EQUIPMENT LAYOUT 2 SCALE: 1/2" = 1'-0" 1 1 'x17" SCAL{' 4' -+[1' 1 7' p' 2' 28'-1- • 1 27'-1" City of Tukwila 0 05/08/2017 100% CD'S FOR SUBMITTAL A 03/21/2017 90% CD'S FOR REVIEW BUILDING DIVISION REV DATE • 6"I'• HN J .. ,/—Ai ( 1�/'/ ,� wd4e :14 ,µi(N) O C�j, ��'I�.o kAt EFIBER- V H (E) AT&T ICE BRIDGE (N) AT&T 18STRAND FIBER TRUNK; (1) TOTAL1: (E) AT&T ABSOLYTEBATTERY AT&T 2C BCEM2 CARD I(E) AT&T FIF RACK (2) STRINGSSTACK; FlBER FIBER- 05/09/17 EXP. 10/06/18 FlBER FlBER- FIBER- FlBER- FIBER- FIBER- BEIG+-- _�P-P-P-P-PP-P-PP-PPP—P 2—��_��`�s�Or</ALG� • RECEIVED CITY OF TUKWILA IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. (E) AT&T GSM CABINET; AT&T DC POWER (E) GSM EQUIPMENT CONSOLIDATED IN E (N) (E) AT&T CABLE TRUNK; (2) TOTAL CONCRETE STOOP () GSM CABINET ENTRY PORT MAY 2 3 2017 (E) Sou CENTER 15700 NELSON PL TUKWILA, WA 98188 MONOPOLE / 1 (E) AT&T EQUIPMENT „______,7 PERMIT CENTER SHELTER ACCESS DOOR Z { (E)AT&T EQUIPMENT SHELTER (E) AT&T GPS ANTENNA TO REMAIN; r, n In I -I In r -I (2) TOTAL - - I ,__J " ,-, ,-, ,_, (E) AT&T TELCO BOARD SHEET TITLE EQUIPMENT LAYOUT (E) AT&T UMTS (E) AT&T AC MAIN (E) AT&T BBU RACK (E) AT&T ARGUS (E) AT&T ABSOLYTE (E) AT&T ABSOLUTE (E) AT&T CABLE STACK; (1) STACK; (2) ENTRY PORT CABINET BREAKER PANEL POWER PLANT STRING STRINGS 1. S N SHEET NUMBER A-2 PROPOSED EQUIPMENT LAYOUT 24"x36" SCALE: 1/2" = 1'-0" IIIMMI7MISSI2 " 11'x17" SCALE: 1/4" = 1'-0" 2' 1' "0" 2' �� ..__-' Mobility EXISTING OPTIMAL ANTENNA & TRANSMISSION CABLES RAD EXISTING TRANSMISSIONEXISTING EXISTING REMOTE TOWER MOUNTED NOTES TO CONTRACTOR: REQUIREMENTS (VERIFY WITH CURRENT RFDS) ANTENNA MAKE AND MODEL CENTER AZIMUTH LINE RADIO UNITS AMPLIFIER EXISTING DIPLEXERS 1. CONTRACTOR IS TO REFER TO AT&TS MOST CURRENT RADIO FABLE LENGDATAERE PRIORTO X ANTENNA POSITION TECHNOLOGY ANTENNA COUNT EXISTING EXISTING EXISTING CABLE LENGTH PART NUMBER RRU'S MAKE AND MODEL RRUS COUNT TMA'S MAKE AND MODEL TMAS COUNT DIPLEXERS MAKE AND MODEL DIPLEXERS COUNT SECONVISUCTION 2.CABLE LENGTHS WERE DETERMINED BASED ON VISUAL INSPECTION DURING SITE -WALK. CONTRACTOR TO VERIFY a 1 GSM 850 1 EMS RR45-14-XXAL2 118'-0" 115° 2135' (E) COAX _ _ _ _ _ _ ACTUAL LENGTH DURING PRE -CONSTRUCTION WALK I-' p 2 GSM 1900 1 EMS RR33-18-DPL4 118'-0" 175• 2135' (E) COAX - - 2.ERRICSSON KRv 712 7 t2 _(G9) 4 - - 3. CONTRACTOR TO VERIFY PORTS HAVE SUFFICIENT ROOM w3 UMTS 850/1900 1 KATHREIN 742-264 118'-0" 115" 2135' (E) COAX - - 21GP 21401_(19); 2-LGP 21401_(19 1) 2 N/A 2 m 4 LTE 700 1 KATHREIN 80010766 118'-0" 105° 2135' (E) FIBER RRH2z40W-07L;RRH2x60-1900 2 - - - - m 1 GSM 850 1 EMS RR45-14-XXAL2 118'-0` 235° 2135' • (E) COAX _ _ - - - NOTE: p2 GSM 1900 1 EMS RR33-18-DPL4 11B'-0` 235" ±135' (E) COAX - - 2-ERRICSSON KRY 112 7 t2_(G9) 4 - - ARE 2. (E) ANBYIMUTHS OTHER NOT SHOWN FORARE ESTIMATEDAND CLARITYTO BE VERIFIED BY RF. CROWN CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 ti w 3 UMTS 850/1900 1 KATHREIN 742-264 118'-0" 235` 6135' (E) COAX - - x61921401_(09); 2.L019 21001_109 1) 2 N/A 2 N 4 LTE 700 1 KMW AM -X -CD -16 -65 -00T -RET 118'-0" 235° 2135' (E) FIBER RRH2x40W-07L;RRH2x60-1900 2 - - _ _ p 1 GSM 850 1 POWERWAVE 7920 118'-0" 355° 2135' (E) COAX - - _ - _ - p 2 GSM 1900 1 POWERWAVE 7721 118'-0' 355• 2135' (E) COAX - 2-ERRICSSON KRY 112712_(69) 4 - - w 3 UMTS 850/1900 1 KATHREIN 742-264 118'-0" 355' 2735' (E) COAX - - 2-LG192tc01_(u9); 2-LGP 21<m_(u9 11 2 N/A 2 1. M. SQUARED ENGINEERS ACCEPTS NO LIABILITY FOR THE y 4 LTE 700 1 POWERWAVE P65 -17 -XLH -RR 118'-0" 355° 2135' (E) FIBER RRH2x40W-07L;RRH2x60-1900 2 - - - - STRUCTURAL CAPACITY OF THE TOWER STRUCTURE, MOUNTS, ANTENNAS, CABLES OR ANY OTHER APPURTENANCE ON THE TOWER. THE CONTRACTOR AND SUBCONTRACTOR SHALL COORDINATE WITH AND COMPLY WITH THE PROVISIONS OF THE FINAL OPTIMAL ANTENNA & TRANSMISSION CABLES REQUIREMENTS (VERIFY WITH CURRENT RFDS) ANTENNA MAKE AND MODEL RAD CENTER AZIMUTH FINAL TRANSMISSION LINE FINAL REMOTE RADIO UNITS FINAL TOWER MOUNTED AMPLIFIER FINAL DIPLEXERS STRUCTURAL ANALYSIS PREPARED FOR THIS SITE AND PROJECT PRIOR TO THE INSTALLATION OF ANTENNAS AND CABLE ON THE TOWER. IMMEDIATELY REPORT ANY DISCREPANCIES BETWEEN THE .� 4!�4 +.� +'��.�nj ,�,►y��% - - ` 4a` f -- '►99i AT&T 1900 NOTES: AT&T LTE WCS 1. FFA MAXIMUM HEIGHT DO NOT EXCEED120'. 2. CAPACITY OF (E) MONOPOLE AND FOUNDATION TO SUPPORT PROPOSED EQUIPMENT (N) RRH le MOUNTED TO (E) PIPE MOUNT; (1) PER SECTOR, (3) TOTAL (E) LTE RRH TO BE REMOVED; (1) PER SECTOR, (3) TOTAL AT&T SHALL BE VERIFIED BY OTHERS PRIOR TO INSTALLATION OF NEW EQUIPMENT. (N) AT&T LTE 1900 RRH MOUNTED TO (E) PIPE at8it (E) UMTS TMA TO BE REMOVED; (4) PER SECTOR "A", (2) PER SECTORS "B' & "C", (8) TOTAL TOP OF EXISTING PANEL ANTENNAS AT&T GSM TMA TO REMAIN; MOUNT; (1) PER SECTOR, 3. CAPACITY OF (N) OR (E) ANTENNA MOUNT TO SUPPORT PROPOSED EQUIPMENT SHALL BE VERIFIED BY OTHERS PRIOR TO INSTALLATION OF NEW EQUIPMENT. (3) TOTAL AT&T UMTS TWIN dTMA `Mobility (N) MOUNTED TO (E) PIPE MOUNT; (1) PER SECTOR "A", (1) TOTAL ,Ai] (E) Y ELEV. 0122'-0' AGL (2) PER SECTOR, (6) TOTAL h TOP OF EXISTING PANEL ANTENNAS \ TOP OF NEW AND EXISTING PANEL ANTENNAS (E) AT&T GSM TMA TO REMAIN; SELEV. 0120'-0' AGL TOP OF EXISTING PANEL ANTENNAS ELEV. 120,0" AGL \ (2) PER SECTOR, (6) TOTAL RAD CENTER OF EXISTING PANEL ANTENNAS ELEV. 0119$' AGL c RAD CENTER OF EXISTING PANEL ANTENNAS _ E _L,`�4 _ C = ELEV. 118,0" AGL RAE CEN ERAOGLNEW 6' PANEL ANTENNAS \ 'V ' CROWN _ NEW B' PANEL ANTENNAS RLEVC7 ELEV. 118'-0"AGL = _ 47_ P _� _CASTLE TOP OF EXISTING MONOPOLE ifin PPPP 7 1. r (E) AT&T. 4' PANEL ANTENNA TO BE REMOVED, (1) PER TER AGL , E \ h TOP OF EXISTING MONOPOLE _ 1505 WESTLAKE AVENUE NORTH, SUITE 800 ELEV. 115'-0' AGL � E SECTORS "A" & "B', (2) PER SECTOR C, TOTAL Y ELEV. 115'-0' AGL AT&T 8' PANEL ` SEATTLE, WA 98109 (E) AT&T 6' PANEL ANTENNA TO BE REMOVED; (1) PER SECTOR'S', (1) TOTAL )E) AT&T PANEL4' ANTENNA (4) -'14-'4' F y r (N) ANTENNA ANTENNA MOUNTED TO / I (E) PIPE MOUNT; (2) PER SECTOR, (6) TOTAL / (N) AT&T 6' PANEL ANTENNA MOUNTED TO (E) PIPE (E) AT&T 4' PANEL ANTENNA MOUNT; (1) PER SECTORS "A" TO REMAIN; (1) PER SECTOR, AT&T 8' PANEL ANTENNA TO REMAIN; (1) PER SECTOR, (3) TOTAL & "B", (2) TOTAL � �i^�,�� (3) TOTAL (E) AT&T UMTS TMA TO (E) TO BE REMOVED; (1) PER SECTORS 'A' &'C'; (2) TOTAL (E) AT&T UMTS TMA TO (E) AT&T LTE 700 RRH TO REMAIN; (1) PER SECTOR, (3) .`x4 % Z1.V _� REMAIN; (2) PER SECTORS "B" &'C', (4) TOTAL (E) AT&T 3' PANEL ANTENNA REMAIN; (2) PER SECTORS "B' & "C", (4) TOTAL TOTAL AT&T OC-6 "SQUID" 'r; Ct �' ',Ali" AT&T DC-6 "SQUID" (N) SURGE 6 SUPPRESSOR; (1) TOTAL �V m. sq u a red ENGINEERS 1387 CALLS AVANZADO TO BE REMOVED; (1) PER SECTORS "A" 8'B"; (2) TOTAL AT&T DCS 'SQUID' SURGE (E) SUPPRESSOR TO REMAIN; (1) TOTAL AT&T LTE 700 RRH TO (E) SURGE SUPPRESSOR TO REMAIN: (1) TOTAL SAN CLEMENTE, CA 92673 (619)997-4012 (E) REMAIN; (1) PER SECTOR, (3) TOTAL FA CODE: 10097911 DRAWN BY: ND CHECKED BY: MM I REVIEWED FOR CE (E) MONOPOLE CODEPPR�d�D 10 20101 JUL / 0 05/08/2017 100% CD'S FOR SUBMITTAL A 03/21/2017 90% CD'S FOR REVIEW MONOPOLE DATE 6"I�•1•N (E) AT&T FIBER TRUNK; 0 (E) ofTukwila tREV AT&T 18STRAND btYRECEIVED (1) TOTAL A7&T DC POWER (N) FIBERTRUNK;(1)TOTAL AT&T FIBER TRUNK; BUINGDIVISION ��+1' - ��/�' _(E) VT .x,04 A'YI�TRUNK; (1) TOTAL AT&T DC POWER rl.~.JSTRUNK; (E) (2) TOTAL (E) AT&T 7/8" COAX; Y(N) (2) TOTAL(E) AT&T DC POWER (2) TOTAL (E) AT&T 7/8' COAX; .hTRUNK: (6) TOTAL (E) A7&T ICE BRIDGE - CITY OF TUKWILA 10 'i(10)TOTAL f ' ` slop, .04A,NnL .csv MAY 2.3 2017 05/09/17 EXP. 10/06/18 (E) AT&T ICE BRIDGE PERMIT CENTER IT IS A VIOLATION OF LAW FOR ANY PERSON UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED (E) AT&T EQUIPMENT SHELTER (E)AT&T GPS ANTENNA TO REMAIN; (2) TOTAL (E) AT&T GENERATOR (E) CHAIN LINK FENCE WITH BARBED WIRE (5) AT&T EQUIPMENT SHELTER (E) AT&T GPS ANTENNA PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. TO REMAIN; (2) TOTAL AT&T GENERATOR (E) q f (E) CHAIN LINK FENCE WITH BARBED WIRE STTLWASSOS SOUTHCENTER 15700 NELSON PL 0000000 —[ J TUKWILA, WA 98188 —� x00000 F J 00000000000 MONOPOLE �* �• U SHEET TITLE s S �" " .s i ELEVATIONS ' : a- - GROUND LEVEL e I - — GROVN ELEV. 0,0" AGL • -0LS ELEV. O'-0' AOL Y SHEET NUMBER 24"x36" 3/16" rr� A-4 SCALE: = 1'-0" EXISTING SOUTH ELEVATION 1 SCALE: 3/16" = 1'-0" Lt PROPOSED SOUTH ELEVATION 2 0"24"x36" 11"x17' SCALE: 3/32" = 1'-O" 4' 2' q' 11"x17" SCALE: 3/32" = 1'-0" 4' 2' 0" 4' LUCENT B25 RRH4x30 COMMSCOPE I I /// �� '�---- Mobility SBNHH-1D65C HEIGHT (H) 21.2' MOUNTING PIPE HEIGHT(H) 96.42" WIDTH(W) WIDTH (W) PIPE CLAMP DEPTH (D) 7.1" DEPTH (0) 7.18" 7,18' ppppp®O®\ ppm ® ppppp "I4 ppm MOUNTING BRACKET WEIGHT 49B LBS. 496 WIND LOADING, SURVIVAL WIND MAXIMUM: ' 150 MPH FRONT: 879.0 N @ 150 KM/H 150 KWH CONNECTOR: 6; 7-16 DIN SIDE: 197.6 LBF @EMALE - BOTTOM MOUNTING POLE: 2-5 INCHES (5-12 CM) WEIGHT 52.9 LBS. OQ • . PIPE CLAMP pp®pp'.*'' ppppppppppppp pQ®p®��pppOpp®®� pp p I ,� 4 FRONT OF ANTENNA `1- •f (i "J/�' CROWN C. a CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 o e e e �_ o �^ e e e e o ¢ Q e o _ o �� o 1 ,I I`�0 ` - RRUS ANTENNA MOUNTING PIPE 0,- ® (G) 'J o = -- - - V tf;) J m,squared ENGINEERS 1387 CALLE AVANZADO SAN CLEMENTE, CA 92673 (619)997-4012 FRONT VIEW ISO VIEW W I I BOTTOM VIEW (CONNECTIONS) FRONT VIEW 8 RRH MOUNTING g STD. PIPE MOUNT 11"x3 6" SCALE NTS 7" SCALE: NTS 5 8' HEXPORT PANEL ANTENNA 24"x36" SCALE: NTS 1%17" SCALE: NTS 3 CUEDEE SXK 107 2839/1 MAXIMUM TORQUE BOLT KMW ET-X-CH45-16-05-45-AT M8 15N.m (11FT.LBSj FM10 MIS BOLT PIPE10097911 0 / N. HEIGHT (H) 68" MIS 37N.m (27FT.LBS) \: WIDTH (W) 15.7" M12 SBN.m (43FT.LBS) • / FA CODE ` DEPTH (0) 7.1" 14, 7 4010/, fM12 BOLT MOUNTING II�`�/��I / \ N. PI N. NN. . WEIGHT CONNECTOR 4 X 7/16 46.3 LBS (16.5 KG) KG) BOTTOM DRAWN BY: ND FRONT OF ANTENNA `CHECKED BY: MM, PIPE CLAMP BEAM ��,�. i/ \\ \�- i� I <�� 1 ATTACHMENT I \ , Y I� RRUS 11,12,32 SUPPORT ARM �.'�/ I� I I I l ti: �� • ��\ � '� II \ Y I ( I \ I \ \ \ i \\ I / 5-_i-11041 I I \ J i /�� - D 0 0 O 0 CRITICAL: FOR INITIAL INSTALLATION TO PIPE. DOWNTILT BRACKETS MUST BE CONFIGURED IN PRE -ASSEMBLY POSITION (FULLY COLLAPSED) NEW ANTENNA MOUNTING 0 05/08/2017 100% CD'S FOR SUBMITTAL 00 O O / I A 03/21/2017 90% CD'S FOR REVIEW BRACKET; BSAMNT-1 (INCLUDED) PANEL ANTENNA �, � • a` ATTENTION: INSERT M12 BOLTS AND M12 FLAT WASHERS INTO BRACKET WITH TABS PRIOR TO ATTACHING BRACKET TO • ANTENNA ( (REV ` DATE • B. I•N - --- - ��4 W H�� M'• ♦ 1 f,,J 1 � I LA, �r 5100 P.tS� R:1 D 05/09/17 EXP. 1) /♦ 10/06/18 �--� W BOTTOM VIEW (CONNECTIONS) FRONT VIEW RRUS SUPPORT KIT 24"x36" SCALE: NTS 11"x17" SCALE: NTS 7 3- STD. PIPE O.D.) 4' DUAL BROADBAND ANTENNA 27"x17" SCALE: NTS 2 DC6 8-60-18-BFRAYCAP RAYCAP SURGE _ NEWAVE TOWER COMPONENTS / NEW ANTENNA MOUNTING (3-1/2' ANTENNA MOUNTING MAST, MIN. 6,0' L. (ATTACH TO 3 -SECTOR LOW PROFILE HANDRAIL KIT FOR UP TO 12'-6' FACE AND 3 -SECTOR LOW PROFILE PLATFORM W/ 12'-6` FACE FOR 12"-36" 0.0 POLE •��p • E I V E D'�IONAL0�� • �a T U K W I L A BRACKET; BSAMNT-1 (INCLUDED) �T°- EXISTING CROSSARM W/ SITE PRO 1 PH: SCX-4 CROSSOVER KIT) DIMENSIONS, WXDXH: 280X610MM 11'X24-) ( PROTECTOR NOMINAL OPERATING VOLTAGE: 48 VDC MOUNTING FOR UNIVERSAL RING I/ • "I 72" TO 36` �'•��• MOUNT WELDMENT ;%`; . _ 11. ♦ 2017 �` R �. % ITER NOMINAL DISCHARGE CURRENT: 20 KA 8/20MS BRACKET BY 11 MANUFACTURER PERSON, UNLESS THEY IT IS ARE ACTING OF LAW FOR DANYIRECTION NSED PROFE SIGNAL ENG NEER,UNDER THE OTOEALTIER MI5 OCUMENT. � J MAXIMUM DISCHARGE CURRENT: 60 KA 8/20M5 , REVIE'JVE© I •rte COD E COMPLIANCE MAXIMUM CONTINUOUS OPERATING VOLTAGE: 75 VDC VOLTAGE PROTECTION RATING: 400 V� WIND LOADING: STTLWASSO5 SOUTHCENTER L 15700 TUKWILA,LSON 8P88 MONOPOLE 150 MPH (SUSTAINED) 195MPH (GUST) ' APPROVED JUL LOW -PROFILE _ CO -LOCATION PLATFORM WELDMENT 10 2011 PLAN VIEW TOTAL WEIGHT: 32.8 LBS 77'• MOUNTING PIPE L.., JJ MAXIMUM TORQUE a' BOLT M10 37N.m (27FT.LBS) [M12 M12 58N.m (43FT.LBS) EI3 � S414 IC/ 0 City BUILDING l; —_ -_-= SHEET TITLE DETAILS Tukwila �f Tukw C DIVISION Z d �r - °' CONTRACTOR TO USE / 'THREAD LUBRICANT" ON MOUNTING BOLTS DURING NOTE: TO BE INSTALLED WITHIN 10 FEET RADIO UNIT i it t� 4L 16 I� :pIiI01IY1 ANTENNA MOUNTING PIPE FRONT VIEW INSTALLATION MOUNT SHEET NUMBER D-1 24'x36" SCALE: NTS DC. SURGE SUPPRESSOR DETAIL x17" SCALE: NTS 1 24"x36" SCALE NTS ANTENNA MOUNTING DETAIL 11"x17" SCALE: NTS 4 24"x36" SCALE: NTS NEWAVE TC MOUNT 11",17" SCALE: NTS 1 -�� 0 at&t �• M o �' I I `y Mobility ^ ,. E - N _ W ANTENNA MAST RRUS PER PLAN IIII -I -o I • 7.1• (E) JUMPER CABLES •.u 11 I L ,III IIII 'Hi)] (N) JUMPER CABLES � � mo al \' ,�. (N) 1111 IIII 1111 IIII.(I III IIII (N) AND (E) AT&T TMA'S FIT- -2.1 rr JJ I I n I11 _IIII rj- -rJJ �rI I I I 1 Hill 1j1111 DOWNTILT BRACKET (N) & PANEL - ,N K WIIrrU�!CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 PER SECTOR III -1— -TrANTENNAPERPLANCRO` j j N PERa I I 1 RRUS PER PLAN -::(E) I i yf #6 INSULATED GROUND FOR EACH ANTENNA (E) (N) AND (E) AT&T RRH'S PER SECTOR - ' j 4 ATTACH PER MANUFACTURERS SPECS _ (N) #6 INSULATED GROUND FOR EACH ANTENNA ' II ' ATTACH PER MANUFACTURERS SPECS (A -4 +. �``� m.squared ENGINEERS 1387 CALLE AVANZADO SAN CLEMENTE, CA 92673 (619)997-4012 _-p `' i _ —III (E)EACH TMA �� al 11 I I ATTACH PER MANUFACTURERS SPECS 1It I 11� �1 i'��•' 11 I (E) ANTENNA GROUNDBUS(AGB)ATINDIVIDUALSECTOR- 11 I 1 I �(r -_-'_1 .. 4"X12"X1/4" SOLID COPPER (N) #6 INSULATED GROUND FOR EACH RRUH #2 AWG MAST GROUND �� CONDUCTOR �� /1`I``r\ATTACH PER MANUFACTURERS SPECS (E) #6 INSULATED GROUND FOR EACH RRH I 1 I ''� NAND E AT&T DC -6 "SQUID' S_) ( ) __ ATTACH PER MANUFACTURERS SPECS PER SECTOR ==J. (6)#6 INSULATED GROUND FOR EACH SURGE SUPPRESSOR ATTACH PER MANUFACTURERS SPECS mimmgmu /1[ (N) #6 AWG RRU .� l �: __ _ '- )' ' 1 _. 1 I -- I - -' - I I I1 (N) #6 INSULATED GROUND FOR EACH SURGE I III SUPPRESSOR ATTACH PER MANUFACTURERS SPECS I III I 11 ElINSULATED GROUND I I I I III I (E) CABLE TRAY (E) COAX CABLES GROUND CONDUCTOR 11 F FA CODE: 10097911 DRAWN BY: ND COPPER GROUND BUS BAR :.....d....... c e ` -' I 1 (E) EL TO GROUND CHECKED BY: MM ` / I I I °a O°° III= o...I (E) ANTENNA GROUND BUS (AGB) AT INDIVIDUAL I I I �/ I Ib I SECTOR-4-X12"X1/4- SOLID COPPER (E) 86 INSULATED GROUND FOR EACH COAX CABLE ATTACH PER MANUFACTURERS SPECS (�> (N) / (E) DC -6 SURGE SUPPRESSOR I-• +(E)1 I I FLEX C. 182 SOLID BARE TINNED COPPER CAD ANTENNA/RRU GROUNDING 24"x36" SCALE: NTS 11"x17" SCALE: NTS f] 2 III q WELDED TO AGB AND (E) MAIN GROUND ROD (E) MAIN GROUND ROD. VERIFY TIED TO (N) AND (E) CONDUIT FOR DC POWER Z GROUND RING AND MEETS 5 OHMS NOTES: 1. "DOUBLING UP" OR "STACKING' OF CONNECTIONS IS NOT PERMITTED. 2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS AND TO BE APPLIED PRIOR TO ADDING HARDWARE. AND FIBER RUNS (E) 1" FLEX C. 1#2 SOLID BARE TINNED COPPER CAD 0 05/08/2017 100% CD'S FOR SUBMITTAL WELDED TO MGB AND (E) MAIN GROUND ROD A 03/21/2017 90% CD'S FOR REVIEW REV ♦ DATE - .'S• -1±'1•N ./ 0 ` , aQ + WAS � �� / A ...I ii `' � t� ,, , % / /(r i O„ ,. V ./ i , 11 I r a>oa eOeOse 1 (E) MGB MOUNTED ON GROUND (N) AND (E) FIBER RUNS TO I NEAR EQUIPMENT CABINETS TERMINATE AT (E) RACK I I E) MGB MOUNTED ON GROUND O' (N) AND (E) DC POWER CABLES RUNS I NEAR EQUIPMENT CABINETS TO TERMINATE AT (E) RACK (E) ELECTRICAL PANEL (N) AND (E) AT&T DIPLEXER'S -L GROUND BUS STAINLESS STEEL HARDWARE �� TWO HOLE COPPER COMPRESSION TERMINAL GROUND PER SECTOR I 71— —17�(E)TELCO GROUND BUS TELCO GROUND BUS I I IIII L n (E) 86 INSULATED GROUND FOR EACH DIPLEXER V q NAL N 05/09/17 EXP. 10/06/18 IL---4'i L===�ttr -----�" LL_ _ _ - H') 11"Ir -1,1111 ATTACH PER MANUFACTURERS SPECS (E) #2 INSULATED GROUND ORAS SPECIFIED FLAT WASHER, TYP. GROUNDING CABLE LOCKWASHER. TYP. \ _ BAR _ IIII 1 IIII 1 r BY EQUIPMENT MANUFACTURER �III II 11 CI ' E I V E D Y OF T U K W I L A III, 11j 111111 IT ISA VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. 'HII I I I I X 1 1 1 Ili 1 1 1 1 1 1 111111 EQUIPMENT (E CABINETT (E) AT&T UMTS EQUIPMENT CABINET (E) AT&T LTE/DC FIF RACK NUT, TVP. Al I: 1Y2'z11/2'NEX BOLT REVIEWED FOR CODE COMPLIANCE APPROVED Y ^/ I��( //� • L V 2017 1 L .. PERMIT CENTER STTLWASSOS SOUTHCENTER 15700 NELSON PL TUKWILA, WA 98188 MONOPOLE GROUND BAR GROUNDING 1 'JUL 10 2011 WIRE SECTION II A -A EXPOSED BARE COPPER TO KEPT TO ABSOLUTE MINIMU INSULATION ALLOWED WITH! COMPRESSION TERMINAL, E NO THE City Og Tukwila GENERAL NOTES: SHEET TITLE GROUNDING SCHEMATIC C & GROUNDING DETAILS 1. SPLICE GROUND CONNECTIONS. 3. ALL INSULA2. FOLLOW TED GROUND IAL CABLE WIRES TO BEES RECOMMENDATIONS, STRANDED. AWG WIRE UNLESS NOTED OTHERWISE. 4. THIS IS TYPICAL FOR ONE SECTOR OF ANTENNAS. SEE PLANS FOR NUMBER OF SECTORS. 5. NUMBER OF COAX IS DIAGRAMMATIC. 6. EXISTING DIPLEXER'S AND EXISTING TMA'S NOT SHOWN FOR CLARITY. BUILDING DIVISION SHEET NUMBER G-1 24.'536" SCALE: NTS COAX & GROUNDING SYSTEM SCHEMATIC 11"x17" SCALE: NTS 3 24"x36" SCALE: NTS TYPICAL GROUND BAR CONNECTION 11"x17" SCALE: NTS 1 TO LOW NOISE (LNA) (WHEN RECEIVE AMPLIFIER UNITS REQUIRED) AND TO TRANSMIT ANTENNA ANTENNA iI 7,16• 2" 0 -- o 0 ......., at&a '�----- Mobility s RX1/RX2 RX1/RX24. �' J l wunu. • 0 U 0 p . 0 03/4" o o °�°°�°°°° ° o O' p O 0 ° DETAILI COAX JUMPER REQUIRED PER MANUFACTURER'S RECOMMENDATION OR FOR EASE OF CONNECTION (TYP) a , , 'i ��p 1"-"'■ OSEE %/ J C i�OW N 1 CAST L E C J 1505 WESTLAKE AVENUE NORTH. SUITE 800 SEATTLE, WA 98109. e ■ 1 J -T ' ■ L J -i ` -i ' STANDARD GROUNDING KIT, TYP. (SEE NOTE 7 ON SHEET G-2) • LEGEND: in CONNECTOR WEATHERPROOFING \ j ANTENNA CABLE TO BTS, TYP. 0 1. COPPER GROUND BAR, 1/4"X 4"X 20", NEWTON INSTRUMENT CO. CAT. NO. B-6142 OR EQUAL. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. (ACTUAL GROUND BAR SIZE WILL VARY BASED ON NUMBER OF GROUND CONNECTIONS) KIT, TYP. ` \ / 6 AWG STRANDED COPPER N,\ �,� CONDUCTOR WITH GREEN, 600V, \ THWN-2 INSULATION ��, '\ FROM LNA (WHEN REQUIRED) \ \ 2. INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061-4 OR EQUAL 3. 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015-8 OR EQUAL WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT NO. A-6056 OR EQUAL /A /A h " \L "/I - ' .410 m•squared ENGINEERS 1387 CALLE AVANZADO SAN CLEMENTE.LEMENTE, CA 92673 (619)997-4012 \ ; GROUNDING BAR. ANDREW PART # \• UGBKIT-0424-T (TINNED). A LOCKBOX IS UI REQUIRED AT GRADE TASSCO PART # 0 351546. ANTENNA HEIGHT WILL DETERMINE 4. 5/8-11 X 1' HHCS BOLTS, NEWTON INSTRUMENT CO. CAT NO. 3012-1 OR EQUAL 5. INSULATORS SHALL BE ELIMINATED WHEN BONDING DIRECTLY TO TOWER/MONOPOLE STRUCTURE. CONNECTION TO 2 AWG TINNED, SOLID COPPERMOOR CONDUCTOR EXOTHERMIC WELD TO NUMBER OF GROUNDING BARS AND THEIR LOCATION TOWER/MONOPOLE STRUCTURE SHALL BE PER MANUFACTURERS RECOMMENDATIONS GROUNDING BUS NOT USED 9 GROUNDING BAR CONNECTION 24"x36" SCALE: NTS 11"x17" SCALE: NTS 6 GROUNDING BAR DETAIL 24"x36" SCALE: NTS 11"x17" SCALE: NTS 3 COAX GROUNDING KITS (6)P MTC 976715 - 15'T&B MTC 976720 - 20' NN 111 N ♦ N N P.,4 N CO. "C -TAP", CAT. #54730, TYPE QUIVALENT PARALLED TAP OR i •TYPICAL FA CODE: 10097911 DRAWN BV: ND ,tECRIMP CHECKED BY: MM I ♦♦ I. i VIEWED FOR IP110 r 3" FLEXIBLE CONDUIT 3" SCHED. 40 PVC CODE COMPLIANCE APPROVED 1 \ DIRECTION OF BOND ,.o SHORTEST DISTANCE # 6 AWG GREEN BOND)DED COPPERS I TO TURN�lk 1 0 2017 O MGB • D REE (UN ICity of Tukwila BUILDING DIVISI Si, 0. 05/08/2017 100% CD'S FOR SUBMITTAL . TWO HOLE LONG BARREL I , 4 0321/2017 90% CD'S FOR REVIEW ♦` DATE 6 tl 1•N J COMPRESSION LUGS - • 88 - • IP 4. 4 4o , As, ; y 1 j �i � µ. , JJ E hhryry ` IS1VV• hh itij.V v �C �AL04 ss'ONAL 4� 05/09/17 EXP. 10/06/18 COAX GROUND KIT 24"x36" SCALE: NTS 11 "x17" SCALE: NTS 8 NOT USED 5 GROUNDING WIRE CONNECTION 2;"036" SCALE NTS 2 12" TO 24' TYP. (N)RRU, \ #6 AWG FROM ANTENNA e,• CABLE GROUND KIT P - LTE ANTENNA (N)AT&T SURGE SUPPRESSOR PER ARRAY ___. f { i . � �� C (N) GROUND BAR ON WALL, FLOOR OR ON ANTENNAL r �, �j CITYOF C E I V E D TUKWILA ANTENNA CABLE SCJ=;1: - IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE F A LICENSED PROFESSIONAL ENGINEER.TOALTER TRECTION OWS DOCUMENT. V WEATHERPROOFING KIT / (SEE NOTE 3) - TOWER SEE DETAIL 3 _ - - - Y. 2 3 2017 �I \mrn\�\ f CABLE GROUND KIT #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) (SEE NOTE 1 8 2) NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR 2, GROUNDING KIT SHALL BE ANDREW SUREGROUND TYPE KIT WITH TWO -HOLE LUG WEATHER PROOFING SHALL BE ANDREW TWO-PART TAPE SUPPLIED WITH KIT. COLD SHRINK 3. SHALL NOT BE USED STTLWASS05 SOUTHCENTER 15700 NELSON PL TUKWILA, WA 98188 MONOPOLE I (N) 12 " COAXIAL CABLE SECURED WITH APPROVED/\.J ATTACHMENTS, TYP. I O © O OO O OO O /�/ OO O o0 O © ) GE OO OO IT OO CENTER I I ':Ilicj 'TWO HOLE LUG, OR EXOTHERMIC WELD TO BE USED WITH #2 AWG BCW TO WATER TANK WATER MAIN OR GROUND RING \-7 _GROUND CONDUCTOR SHALL BE ELIMINATED GROUND BAR IS ELECTRICALLY BONDED TO METAL TOWER/MONOPOLE STRUCTURE WHEN SHEET TITLE GROUNDING DETAILS (N) GROUNDING KIT, GROUND I TO EXISTING GROUND BAR(S) AT ANTENNA LEVEL, TYP. i _ __ ,--1_, * _ GROUND BARS AT THE BOTTOM OF TOWERS/MONOPOLES SHALL ONLY USE EXOTHERMIC WELDS. SHEET NUMBER _2 CABLE GROUND KIT DETAIL 24"x17" SCALE: NTS " SCALE: NTS 11"x17 7 ANTENNA/RRU GROUNDING 24"x36" SCALE: NTS 11"x17" SCALE: NTS 4 WIRE TO GROUND BAR CONNECTION 24"x36" SCALE: NTS. LTE Al, DETAILS RF �•#f}*} WCS ANTENNA REFER TO 1/A-3 FOR DATA TABLE GSM 850/1900 ANTENNA A2, REFER TO DETAILS 7/A-3 FOR RF DATA TABLE ` •, I` j UMTS ANTENNA DETAILS DATA 850/7900 83, REFER 1/A-3 TABLE FOR E) 700 RRH OR SIMILAR) FOR LTE 700/1900 ANTENNA TO DETAILS TO RF AN, RF DATA 1 ,*; REFER 1/A-} TABLE LTE REFER FOR WCS ANTENNA B1, TO DETAILS 1/A-3 RF DATA TABLE GSM 850/1900 ANTENNA B2, REFER TO DETAILS 1/A-3 FOR RF DATA TABLE ` li UMTS ANTENNA DETAILS DATA 850/1900 63, 1/A-3 TABLE E)700 RRH OR SIMILAR) REFER FOR LTE 700/1900 ANTENNA REFER DETAILS FOR RF TABLE as t'A TO RF 84, TO 1/A-3 DATA 1 = •.A' `REFER ,,,„...____1 LTE FOR \-mak WCS ANTENNA Cl, TO DETAILS 1/A-3 RF DATA TABLE GSM 850/1900 ANTENNA C2, REFER TO DETAILS 1/A-3 FOR RF DATA TABLE ! LISTS ANTENNA DETAILS DATA \ 850/1900 C3, REFER 1/A-3 TABLE 1 `LTE ANTENNA REFER DETAILS FOR TABLE E)700 RRH OR SIMILAR) TO FOR RF 700/1900 TO 1/A-3 RF DATA C4, RET SCHEMATIC DIAGRAM NOTES: +� at�t - Mobility ALPHA SECTOR BETA SECTOR GAMMA SECTOR 1. UNIT OVERALL RET CABLE RUN TO LESS THAN 400 FT.itenowo 2 SUPPORT RET AISG COMM CABLE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 32... USE 6 AWO STRANDED COPPER THHN-2 GREEN INSULATED GROUNDING CONDUCTOR UNLESS OTHERWISE NOTES. CONNECT THE PCU TO EXISTING TELCO RACK GROUNDING BAR. 4. ROUTE CIRCUITS IN CABLE TRAY OR EMT CONDUITS TO THE EXISTING +2400C PDU OR -48VDC PCU PANELS. PROVIDE THE APPROPRIATE SIZE OF OVERCURRENT PROTECTION AND FOLLOW THE TERMINATION PROCEDURES IN ACCORDANCE WITH THE ANTENNA 0 ANTENNA O ANTENNA O - J r CROWN --� CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 5. TOWER MOUNT APPLICATION WILL DICTATE THE LENGTH OF G48LE TO BE USED. 0 6. AISG CABLES PROVIDE CONTROL AND POWER TO ELECTRICAL DOWN TILT DRIVES ON THE ANTENNAS. 7. THE CABLES ARE FACTORY ASSEMBLED WITH ONE MALE - RRU _ 0 J - RRU _ O 0 J ---c:_ RRU •1 _ AND ONE FEMALE CONNECTOR ON EACH END. SUPPORT EVERY 18" USING TIE WRAPS SUITABLE FOR OUTDOOR USE. INSTALL DRIP LOOPS AT EVERY LOCATION WHERE WATER MAY ACCUMULATE. PROTECTOR SURGE ��\ ►��;. . , `", m.squared ENGINEERS 1387 CALLE AVANZADO SAN CLEMENTE, CA 92673 (619) 997-4012 q`+a •; b I } EXISTING FEEDERS COAX EXISTING FEEDERS COAX 'ir (E) RAYCAP SURGE PROTECTION Da-48-60-18-8FOCfi-1.8-60-18-SF �'. EXISTING FEEDERS I COAX EXISTING FEEDERS COAX I - a s.,, .i (N) RAYCAP SURGE PROTECTION I EXISTING FEEDERS COAX EXISTING FEEDERS COAX =' i l 1 B. NO TESTING OF THE CABLE IS REQUIRED. 0 (TYP) 9. SEE DETAIL ON SECTOR CONFIGURATION SHEETS FOR AISG BIAS -T PLACEMENT.' 10. DURING INSTALLATION, RECORD THE FOLLOWING INFORMATION FOR USE DURING THE COMMISSIONING PHASE: RET ACTUATOR/MOTOR SERIAL NUMBER ANTENNA SERIAL NUMBER THE OUTSIDE THE SHELTER f 1 0 SHELTER ENTRY PORT (N) WCS RRH - (N) 1900 RRH Y \ (N) WCS RRH (N) 1900 RRH_ (N) WCS RRH (N) 1900 RRH I LOCATION (SECTOR IN WHICH ANTENNA WILL OPERATE) y 7 u (OR SIMILAR) (OR SIMILAR) (OR SIMILAR) (OR SIMILAR) (OR SIMILAR) (OR SIMILAR) 11. SHOWN DIAGRAMMATICALLY ANTENNA CONFIGURATION IS a /jONLY AS A REPRESENTATION. LTE BBU --) ; Lys- -- / I ` .'--' �- -'-� ---' 12. IF A JUNCTION BOX WILL NOT BE USED AT THE TOP FA CODE: 10097911 FIBER OPTIC ��' (1) 2-#12 THHN/THWN-VW-1 U i --... OF THE RET SYSTEM, IT IS RECOMMENDED THAT AN ADDITIONAL LIGHTNING PROTECTION UNIT BE INSTALLED CABLE, TV. TYPE TC -ER DC CONDUCTOR (JUMPER) 15' MAX, LENGTHS PER PLAN. ROUTE TO NEAREST EXISTING ANTENNA- GROUNDING BAR, TYP. •Nss, (1) 2° ELECTRICAL NON-METALLIC DRAWN BY: ND AT THE TOWER TOP. BILL OF MATERIAL 13. FOR R .. t •r - -. •�I�1 �( KILLq [EVIE IE[S3OR SECTOR TOTAL CHECKED BY: MM ♦ i ND. EV LL. �'�,J� - ��p�!p''a` A /'� ITEM 11 ITEM DESCRIPTION A B C OUANT17Y APPLICATION NOTE: TUBING ENT FOR DC POWER (ENT)�L (4) DC CONDUCTOR (TRUNK), \ 14. S,- �i ,`1.I F�• R'G vE Q DUAL BAND ANTENNA 1 1 t 3 DUAL BAND DIAGRAM IS DIAGRAMMATIC. REFER TO : 1 TO LENGTHS PER PLAN. FOR VOLTAGE DROP TABLE EQUIPMENT AND ANTENNA LAYOUTS FOR ACTUAL mil APPROPRIATE CONDUCTOR SIZE "EO EMENT,SF.Aw^ROVED ��//r O FIBER JUMPER 1 7 1 3 DUAL BAND REPRESENTATION (E) AT&T EMT CONDUIT y a - - - -- POWER FOR 96 AWG TO (E) ARCUS DC a 2B RET CABLE 1 1 1 3 DUAL BAND DC CONVERTER / (E) FIBER BOX J 2-(18) STRAND FIBER OPTIC CABLE. MODEL NO. A-DOZN82Y ^/ JUL ]. 0 2017 3 O RAYCAP DC6-48-60-18-8F 1 1 REQUIRED 0 FIBER TRUNK CABLE 1 1 REQUIRED • O NOT S: • OS POWER TRUNK CONDUCTOR 2 2 REQUIRED 0 05/08/2017 100% CD'S FOR SUBMITTAL (E) ELECTRICAL METER r 1 • 1. DC POWER WIRING SHALL BE COLOR CODED AT EACH END FOR IDENTIFYING +24V AND -48V CONDUCTORS. RED MARKINGS SHALL IDENTIFY +24V AND BLUE T! �L �,,I�a 4 lA A 03/21/2017 90% CD'S FOR REVIEW REV DATE DESCRIPTION MARKINGS SHALL IDENTIFY -48V. REFER TO ;�_ ��. ��, GRAM 24"x36" 11"x17" SCALE: NTS SCALE: NTS Q 3 ATT -002-290-701 2. LTE POWER WIRING SHALL BE IN ACCORDANCE WITHLT \ i / J ) J REFEROTO 537 p p ( PLA 3. REFER TO PLANS FOR TABLE OF ESTIMATED CABLE BATTERY TERMINAL VOLTAGE OF 48VDC (NEARING JUMPER CONDUCTOR LENGTH 8 ARC (TRUNK CONDUCTOR LENGTH, FEET) IVI O /NOMINAL (E) RAYCAP SURGE PROTECTION Da -48 -60 -RM LENGTHS. 4. REFER TO PLANS FOR ANTENNA AND RRH CONFIGURATION. FULL DISCHARGE) (FEET) 150.0 175.0 200.0 225.0 250.0 275.0 300.0 325.0 350.0 375.0 400.0 425.0 450.0 475.0 500.0 - O 0 E ® o' 5. CONTRACTOR SHALL REFER TO MOST CURRENT REDS PRIOR TO ORDERING MATERIALS OR STARTING 30.0 45.00 44.70 44.40 44.10 43.70 43.40 43.10 42.80 42.40 42.10 41.79 41.47 41.14 40.82 40.49 �• 1 °ate'• CONSTRUCTION. 60.0 44.00 43.70 43.40 43.10 42.70 42.40 300.0 41.76 41.43 41.11 40.78 410.416 4013 DEAL 1 15A 25A RRU 2 (N) RAYCAP SURGE 6. CABLE LENGTHS WERE DETERMINED BASED ON VISUAL 12 AWE JUMPERS 90.0 43.00 42.70 42.40 42.10 41.73 41.40 300.0 40.75 40.43 4010 RRU 3 2A ,- RRU 4 PROTECTION DC6-48-60-RM INSPECTION ONLY DURING SITEWALK. CONTRACTOR SHALL FIELD VERIFY RRU 5 25A\ , - 25A RRU 6 i O fl E B O ACTUAL LENGTHS DURING PRE -CONSTRUCTION WALK. 'CARLON 120.0 150.0 42.00 41.01 41.69 40.69 41.37 40.36 41.04 40.04 40.72 40.39 3000 (E) CONDUITS Q RRU 7 25A 25A RRU 8 7. FLEX PLUS" ELECTRICAL NON-METAC TUBING W (ENT). MINIMUM 9 1/2• BENDING RADIUS. U/L:E73317. W/ CONDUCTORS 25A RRU 9 25A RRU 10 , NOMINAL BATTERY TERMINAL VOLTAGE OF 48VDC (NEARING JUMPER CONDUCTOR LENGTH 8 AWG (TRUNK CONDUCTOR LENGTH,ff ny is C El V E D • 11 'L5A 255W RRU 12 FIBER CABLE TRAY ______RRH... RRU 13 ?.A 14 BUNK pled __ FULL DISCHARGE) (FEET) 150.0 175.0 200.0 225.0 250.0 275.0 300.0 325.0 �,( OO . 42 0 K Yu`�� iA A �S,Q (E) ELECTRICAL-- BLANK 15 T 16 BLANK (E) LTE DNB MAIN UNIT IT ISA VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. 30.0 45.40 45.10 44.80 44.50 44.10 43.80 43.50 43.20 8800 1• 142.50 42.20 41.65 41.52 41.20 40.88 60.0 44.80 44.50 44.20 43.80 43.50 43.20 42.90 42.50 42.20 41.88 41.`588 41.23 40.90 40.58 40.25 PANEL BLANK 17 T 16 BUNK• FIBER CABLE TRAY 10 AWG JUMPERS 90.0 44.20 43.90 43.50 43.20 42.90 42.60 42.20 41.90 41.58 41.�i �.y 470 Oiler 120.0 43.60 43.20 42.90 42.60 42.30 41.93 41.61 41.28 40.96 [•fCMP3a1 40. - - - BLANK BLANK .• - • •• ' IMI, 1 Y .• .••W 1N -, . BLANK 21 P3 _ 22 BLANK 24 ® (N) LTE DNB MAIN UNIT 150.0 42.9D 42.60 42.30 42.00 41.63 41.31 40.98 40.66 40.33 4001 STTLWASSO5 SOUTHCENTER 15700 NELSON PL TUKWILA, WA 98188 MONOPOLE ER,•!IT M CENTER ____________ • • NOMINAL BATTERY TERMINAL VOLTAGE OF 48VDC (NEARING JUMPER CONDUCTOR LENGTH 8 AWG (TRUNK CONDUCTOR C LENGTH, FEET) 11 1 11 r • FULL DISCHARGE) (FEET) 150.0 175.0 200.0 225.0 250.0 275.0 300.0 325.0 350.0 375.0 400.0 425.0 450.0 475.0 500.0 I GROUND I- • { y +I'I'I'I'F IIII'F-111+1-1.1,1.1 }p.p 45.7 45.30 45.00 44.70 44.40 44.00 43.70 43.40 43.10 42.70 42.40 42.10 41.76 41.44 41.11 60.0 45.30 44.90 44.60 44.30 44.00 43.60 4330 43.00 42.70 42.30 42.00 41.70 41.37 41.05 40.72 I I I I I I I'I f~I I'I I'I- l'I i ( 9 8 ARC JUMPERS 90.0 44.90 44.60 44.20 43.90 43.60 43.30 42.90 42.60 42.30 42.00 41.63 41.31 40.98 40.66 40.33 120.0 4450 44.20 43.80 43.50 43.20 42.90 42.50 42.20 41.89 41.57 41.24 40.92 40.59 40 27 + I'I'I'I'F�I'I'I'I'I + I'I'I'I'HI'I'I'I' SHEET TITLE ELECTRICAL DIAGRAM & LTE RET SCHEMATIC DIAGRAM 150.0 44.10 43.80 43.50 43.10 42.80 42.50 42.20 41.83 41.50 41.18 40.85 40.53 4020 +I'I'I'I•f= AT&T LTE POWER CABLE VOLTAGE DROP TABLE NOTES I'I•I'I'I+I'I'I'I'I+I'I'I'I 1. LOAD CURRENT ASSUMED 10A AT BATTERY TERMINAL REPRESENTING HIGHEST POSSIBLE VALUE. 2. 48VDC MINIMUM VOLTAGE REQUIRED AT THE RRU POWER TERMINALS. 3. ANY TABLE VALUE LESS THAN 48VDC INDICATES YOU MUST STEP UP TO THE NEXT LARGER GAUGE JUMPER/TRUNK CABLE COMBINATION. 4. TRUNK CONDUCTOR=DC CONDUCTOR B/T RAYCAP DC6-48-60-RM AND RAYCAP DC6-48-60-18-8F (THE SQUID). 5. JUMPER CONDUCTOR=DC CONDUCTOR B/T THE DC6 SURGE SUPPRESSOR AND RRU. e I LO EXISTING PDF WITH 48VDC DISTRIBUTION PANEL EXISTING GROUNDING EXISTING DC/LTE HYBRID FIE RACK RING SHEET NUMBER E-1 ELECTRICAL DIAGRAM • ;.1"x17" SCALE: NTS SCALE: NTS 1 WIRE SIZE AND VOLTAGE DROP TABLE 24"x36" SCALE: NTS 12 Diagrc rr �QZ : y) f of °'1t.: Nam aiagr 3rn'File h'arr i S1LIVASSO5 Le;:atto , Name i,_4AOSS4 Ci?1 iF_ iF ADTOT I_VV4 SG>99t, 39L7 .1) a n WAS IINGTON` rilari cr GIus1e7 SEAT; LE/CREGOIsUN O ID DB -DD TMA DB -DD TMA Ud!1TSI : WITS wee DIPIxr 830 1900 DIPIxr 830 1900 Power Plant TX1/RX1 RX2 TX1/RX1 RX2 UMTS 850/1900 Node -B (Duplexed) 1110 GSM UMTS Also �22O' Protocol RET REVIEWED FOR CODE COMPLIANCE APPROVED ttr City of Tukwila BLILDING DIVISION 1 at&t --- Mobility CROWN CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 m.squared ENGINEERS 1387 CALLE AVANZADO SAN CLEMENTE, CA 92673 (619) 997-4012 FA CODE: 10097911 DRAWN BY: ND CHECKED BY: MM 05/08/2017 100% CD'S FOR SUBMITTAL A 03/21/2017 90% CD'S FOR REVIEW • RECEIVED CITY OF TUKWILA MAY 232017 PERMIT CENTER Power Plant LTE 2x2 MEMO PLUMBING DIAGRAM 05/09/17 EXP. 10/06/18 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. STTLWASSO5 SOUTHC ENTER 15700 NELSON PL TUKWILA, WA 98188 MONOPOLE SHEET TITLE PLUMBING DIAGRAM SHEET NUMBER RF -1 Date: May 10, 2017 Nicholas Champan Crown Castle 2055 South Stearman Drive Chandler, AZ 85286 (480) 734-2434 Subject: Carrier Designation: Crown Castle Designation: fILE REVIEWED FOR CODE COMPLIANCE APPROVED JUL 10 2017 City of Tukwila BU DI er AT&T Mobility Change -Out Carrier Site Number: Carrier Site Name: IVEIITI CAL STRUCTURES, INC. Vertical Structures, Inc. 309 Spangler Drive, Suite E Richmond, KY 40475 (859) 624-8360 caseltyne@verticalstructures.com Crown Castle BU Number: Crown Castle Site Name: Crown Castle JDE Job Number: Crown Castle Work Order Number: Crown Castle Application Number: Engineering Firm Designation: Vertical Structures, Inc. Project Number: Site Data: Dear Nicholas Champan, S505 SOUTHCENTER 856360 Southcenter 427066 1403149 380192 Rev. N/A 2017-003-051 15700 Nelson Road South, Tukwila, WA, King County Latitude 47° 27' 40.7", Longitude -122° /4'32.7" 114.667 Foot - Monopole Tower Vertical Structures, Inc. is pleased to submit this "Structural Opinion Letter” to determine the structural integrity of the above mentioned tower. This evaluation has been performed in accordance with the Crown Castle Structural 'Statement of Work' and the terms of Crown Castle Purchase Order Number 1034941, in accordance with application 380192, revision N/A. The purpose of the opinion letter is to determine the suitability of the tower with the proposed and existing loading as specified in Tables 1 & 2. This opinion is consistent with the guidelines as stated in the 2015 International Building Code based upon an ultimate 3 -second gust wind speed of 110 mph converted to a nominal 3 -second gust wind speed of 85 mph per section 1609.3.1 as required for use in the TIA-222-G Standard per Exception #5 of Section 1609.1.1. Exposure Category C with a topographic category 1 and crest height of 0 feet, and Risk Category II were used in this analysis. Based on a comparison of the previous analysis loads (Previous Structural Analysis dated March 10, 2017) with the loads listed in Tables 1 & 2, we have determined the tower structure and foundation ARE sufficient. We at Vertical Structures, Inc. appreciate the opportunity of providing our continuing professional services to you and Crown Castle. If you have any questions or need further assistance on this or any other projects please give us a call. RECEIVED CITY OF TUKWILA Respectfully submitted MAY 2.32017 aig Aselt -, P.'. v PERMIT CENTER Project glneer • S'�o bI1OI'?i 011 I Date: May 10, 2017 Nicholas Champan Crown Castle 2055 South Stearman Drive Chandler, AZ 85286 (480) 734-2434 Subject: Carrier Designation: Crown Castle Designation: 'VERTICAL STRUCTURES INC. Vertical Structures, Inc. 309 Spangler Drive, Suite E Richmond, KY 40475 (859) 624-8360 caseltyne@verticalstructures.com Structural Opinion Letter AT&T Mobility Change -Out Carrier Site Number: Carrier Site Name: Crown Castle BU Number: Crown Castle Site Name: Crown Castle JDE Job Number: Crown Castle Work Order Number: Crown Castle Application Number: Engineering Firm Designation: Vertical Structures, Inc. Project Number: Site Data: Dear Nicholas Champan, S505 SOUTHCENTER 856360 Southcenter 427066 1403149 380192 Rev. N/A 2017-003-051 15700 Nelson Road South, Tukwila, WA, King County Latitude 47° 27' 40.7", Longitude -122° 14'32.7" 114.667 Foot - Monopole Tower. Vertical Structures, Inc. is pleased to submit this "Structural Opinion Letter" to determine the structural integrity of the above mentioned tower. This evaluation has been performed in accordance with the Crown Castle Structural 'Statement of Work' and the terms of Crown Castle Purchase Order Number 1034941, in accordance with application 380192, revision N/A. The purpose of the opinion letter is to determine the suitability of the tower with the proposed and existing loading as specified in Tables 1 & 2. This opinion is consistent with the guidelines as stated in the 2015 International Building Code based upon an ultimate 3 -second gust wind speed of 110 mph converted to a nominal 3 -second gust wind speed of 85 mph per section 1609.3.1 as required for use in the TIA-222-G Standard per Exception #5 of Section 1609.1.1. Exposure Category C with a topographic category 1 and crest height of 0 feet, and Risk Category II were used in this analysis. Based on a comparison of the previous analysis loads (Previous Structural Analysis dated March 10, 2017) with the loads listed in Tables 1 & 2, we have determined the tower structure and foundation ARE sufficient. We at Vertical Structures, Inc. appreciate the opportunity of providing our continuing professional services to you and Crown Castle. If you have any questions or need further assistance on this or any other projects please give us a call. Respectfully submitted by: Craig Aseltyne, P.E. Project Engineer 114.667 Ft Monopole Structural Opinion Letter Project Number 2017-003-051, Application 380192, Revision N/A Table 1 - Proposed Antenna and Cable Information May 10, 2017 CCI BU No 856360 Page 2 Mounting Level (ft) Center Lineof Elevation (ft) Number Antennas Antenna Manufacturer Antenna Model Number of Feed Lines Feed Line Size (in) Note 113.0 116.0 3 alcatel lucent B25 RRH4x30-4R BTS 2 2 3/8 3/4 3 alcatel lucent RRH2x40-07-L BTS 3 alcatel lucent RRH4x25-WCS 6 commscope SBNHH-1 D65C w/ 10' Mount Pipe 3 ericsson KRY 112 71/2 TMA 1 kmw communications AM -X -CD -14 -65 -00T -RET w/ Mount Pipe 2 kmw communications ET-X-CH-45-16-45-18-iR- AT w/ Mount Pipe 4 powerwave technologies LGP21401 TMA 1 powerwave technologies TT08-19DB111-001 TMA 1 raycap DC6-48-60-18-8F 113.0 1 newave 12'-6" Handrail Kit (LPHK- 12) 1 newave 12'-6" L.P. Platform Mount (LPCP-12) 114.667 Ft Monopole Structural Opinion Letter Project Number 2017-003-051, Application 380192, Revision N/A Table 2 - Existing Antenna and Cable Information May 10, 2017 CCI BU No 856360 Page 3 Mounting Level (ft) Center Line Elevation (ft) Number of Antennas Antenna Manufacturer Antenna Model Number of Feed Lines Feed Line Size (in) Note 118.0 1 Platform Mount (LP 101-1) 2 2 3/8 3/4 2 2 alcatel lucent RRH2x60-850 2 alcatel lucent RRH4x25-WCS 3 ericsson KRY 112 71/2 TMA 1 kmw communications AM -X -CD -14 -65 -00T -RET w/ Mount Pipe 1 kmw communications KFTDR00110030 117.0 1 alcatel lucent RRH2x60-850 1 alcatel lucent RRH4x25-WCS 2 kmw communications115.0 ET-X-CH-45-16-45-18-iR- AT w/ Mount Pipe 1 kmw communications KFTDR00110030 4 powerwave technologies LGP21401 TMA 116.0 1 alcatel lucent RRH2x40-07-L-AT BTS 3 commscope SBNHH-1D65C w/ 10' Mount Pipe 1 powerwave technologies TT08-19DB111-001 TMA 1 raycap DC6-48-60-18-8F 115.0 2 alcatel lucent RRH2x40-07-L-AT BTS 3 commscope SBNHH-1D65C w/ 10' Mount Pipe 113.0 116.0 3 ericsson KRY 112 71/2 TMA 1 1 2 18 1/4 1/2 3/4 7/8 3 3 kathrein 742 264 w/ Mount Pipe 1 raycap DC6-48-60-18-8F 90.0 90.0 1 Side Arm Mount [SO 701-1] 1 Notes: 1) Existing Equipment 2) Equipment to be Removed 3) Existing Equipment to be Relocated From 115' Level 114.667 Ft Monopole Structural Opinion Letter Project Number 2017-003-051, Application 380192, Revision N/A APPENDIX A BASE LEVEL DRAWING May 10, 2017 CCI BU No 856360 Page 4 talar, 53050 0505 5u ma050 z Q u ui autc.« 53050 0505 5.0 ou ve05L0z/oiisz0vtz 0 m .n E�swe I mau0 3030, 5b moot M5M.d SL/a/" Q m o o ODU BUSINESS UNIT: 856360 TOWER ID: C_BASELEVEL BASE LEVEL 9 BASE LEVEL DRAWING °PFAMRCOORD COPY O PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0137 PROJECT NAME: AT&T SITE ADDRESS: 15700 NELSON PL X Original Plan Submittal Response to Correction Letter # DATE: 05/24/17 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: A-1 WO Building Division t\A' Public Works AA E ZS -I Fire Prevention TY/ / Structural JJ A-7 6-6V-17 Planning Division Permit Coordinator El PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 05/25/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: ❑ Approved with Conditions Corrections Required ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: 06/22/17 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW 0 Staff Initials: 12/18/2013 MASTEC NETWORK SOLUTION{SNC Home Ispanol Contact Safety & Health Claims & Insurance Washington State Department of Labor & Industries Search L&I Page 1 of 2 A -L Index Help My Ltd Workplace Rights Trades & Licensing. MASTEC NETWORK SOLUTIONS INC Owner or tradesperson Principals APPLE, ROBERT ERNEST, PRESIDENT DE CARDENAS, ALBERTO IGNACIO, VICE PRESIDENT Pita, George Louis, TREASURER CORPORATE CREATIONS NETWORK, AGENT CAMPBELL, CHARLES ROBERT, VICE PRESIDENT (End: 05/14/2015) Doing business as MASTEC NETWORK SOLUTIONS INC WA UBI No. 603 235 974 806 S Douglas Rd, 11th Floor Attn: Amarilis Cedeno CORAL GABLES, FL 33134 866-545-1782 Business type Corporation Governing persons ALBERTO DE CARDENAS GEORGE PITA; GEORGE L PITA; ROBERT APPLE; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. MASTENS876KN Effective -- expiration 05/14/2013— 05/14/2019 Bond .......__..... Travelers Cas and Surety Co of America Bond account no. 105848234 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 05/14/2013 04/26/2013 Expiration date Until Canceled Insurance ....................... Ace American Insurance Company $1,750,000.00 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603235974&LIC=MASTENS876KN&SAW= 7/11/2017 MASTEC NETWORK SOLUTIONS_INC Policy no. XSLG2785283A Received by L&l Effective date 09/06/2016 09/15/2016 Expiration date 09/15/2017 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings ................. No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts ...................... No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 011,664-04 Doing business as MASTEC NETWORK SOLUTIONS INC Estimated workers reported N/A L&I account contact TO / (360)902-4715 Account is closed. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes ........................................................ No strikes have been issued against this contractor. Contractors not allowed to bid ............................................................................................ No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 05/30/2017 Inspection no. 317945101 Location 22263 68th Ave S Kent, WA 98032-1914 Inspection results date 04/27/2016 Inspection no. 317940066 Location 18315 9th St E. Sumner, WA 98390 No violations No violations Page 2 of 2 ()Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603235974&LIC=MASTENS876KN&SAW= 7/11/2017