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HomeMy WebLinkAboutPermit D13-225 - SPRINT SPECTRUM - TENANT IMPROVEMENTSPRINT SPECTRUM 10400 MARTIN LUTHER KING WY S EXPIRED 01/26/14 D13-225 City of 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 DEVELOPMENT PERMIT Parcel No.: 0323049026 Address: 10400 MARTIN LUTHER KING WY S TUKW Suite No: Project Name: SPRINT SPECTRUM Permit Number: D13-225 Issue Date: 07/30/2013 Permit Expires On: 01/26/2014 Owner: Name: SEBCO INC Address: 4020 E MADISON #320 , SEATTLE WA 98112 Contact Person: Name: ALLISON ZIKE Address: 14432 SE EASTGATE WY, STE 260 , BELLEVUE WA 98007 Contractor: Name: WESTOWER COMMUNICATIONS INC Address: 9961 SYDNEY HAYES RD , ORLANDO FL 32824 Contractor License No: WESTOCI975J8 Lender: Name: SPRINT Address: Phone: 425 274-4444 Phone: 407-852-1755 Expiration Date: 12/14/2014 DESCRIPTION OF WORK: REPLACE/UPGRADE THREE (3) EXISTING ANTENNAS AND REPLACE EXISTING SCREENING CANISTER AT AN EXISTING ROOFTOP TELECOMMUNICATION FACILITY Value of Construction: $20,000.00 Type of Fire Protection: Type of Construction: Electrical Service Provided by: Fees Collected: $904.25 International Building Code Edition: 2012 Occupancy per IBC: **continued on next page** doc: IBC -7/10 D13-225 Printed: 07-30-2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: 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: N Number: 0 Size (Inches): 0 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: Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Ul / c - Date: ©1-4'3 0 % 1i - Print Name: �S o•- ����� 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 permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 5: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. doc: IBC -7/10 D13-225 Printed: 07-30-2013 6: All construction shall be done in conformancth the approved plans and the requirements e International Building Code or International Residential coddijernational Mechanical Code, Washington S nergy Code. 7: 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. 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 9: 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. doc: IBC -7/10 D13-225 Printed: 07-30-2013 J. • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tulcwila.wa.us Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 10400 Martin Luther King Way 4 Tenant Name: Sprint Spectrum King Co Assessor's Tax No.: 0323049026 Suite Number: Floor: Property Owners Name: SEBCO INC New Tenant: 0 Yes ..No Mailing Address: 4020 E MADISON #320 SEATTLE WA 98112 City State Zip CONTACT PERSON- who do we contact when your permit is ready to be issued Name: Smartlink, LLC - Allison Zike Mailing Address: 14432 SE Eastgate Way, Suite 260 E -Mail Address: allison.zike@smartlinkllc.com Day Telephone: (425) 274-4444 Bellevue WA 98007 City State Fax Number: (425) 274-4449 GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Zip Pm (7- 053513✓ Company Name: TBD V `);k\r tl - Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: N/A Mailing Address: N/A Contact Person: N/A N/A N/A E -Mail Address: N/A City Day Telephone: Fax Number: State Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: H:\Applications\Forms-Applications On Line\2009 Applications \I-2009 - Permit Apphcauon.doc Revised: 1-2009 bh Page 1 of 6 s BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 20,000 Existing Building Valuation: $ Scope of Work (please provide detailed information): The applicant, Sprint, proposes to replace/upgrade three (3) existing antennas and replace existing screening canister at an existing rooftop telecommunication facility. Will there be new rack storage? ❑ Yes 0.. 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? 0 Yes m No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers ❑ Automatic Fire Alarm m None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? . Yes Dio 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 0 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\Fonns-Applications On Line\2009 Applications \I-2009 - Permit Application.doc Revised: I-2009 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC l' Floor 2"d 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? 0 Yes m No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers ❑ Automatic Fire Alarm m None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? . Yes Dio 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 0 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\Fonns-Applications On Line\2009 Applications \I-2009 - Permit Application.doc Revised: I-2009 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit 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). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OA jj((ER OR A T ORIZED AGENT: Signature: UJ € Print Name: Alliso Mailing Address: 14432 SE Eastgate Way, Suite 260 Date: 07/01/2013 Day Telephone: (425) 274-4444 Bellevue WA 98007 City State Zip Date Application Accepted: H 0 ` t$ Date Application Expires: CA i 01 I 1 Li Staff Initials: /, H:\Applications\Fortts-Applications On Line\2009 Applications \1-2009 - Permit Application.doc Revised: 1-2009 bh Page 6 of 6 -M • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov RECEIPT Parcel No.: 0323049026 Permit Number: D13-225 Address: 10400 MARTIN LUTHER KING WY S TUKW Status: APPROVED Suite No: Applied Date: 07/01/2013 Applicant: SPRINT SPECTRUM Issue Date: Receipt No.: R13-02243 Initials: User ID: TEM 1165 Payment Amount: $129.08 Payment Date: 07/30/2013 10:24 AM Balance: $0.00 Payee: GENERAL DYNAMICS INFORMATION TECHNOLOGY TRANSACTION LIST: Type Method Descriptio Amount Payment Check 3191 129.08 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 640.237.114 Total: $129.08 124.58 4.50 ,4rr• Qcrclnt_11R Printarl• 07-30-7013 411 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov RECEIPT Parcel No.: 0323049026 Permit Number: D13-225 Address: 10400 MARTIN LUTHER KING WY S TUKW Status: PENDING Suite No: Applied Date: 07/01/2013 Applicant: SPRINT SPECTRUM Issue Date: Receipt No.: R13-02033 Payment Amount: $775.17 Initials: JEM Payment Date: 07/01/2013 02:17 PM User ID: 1165 Balance: $129.08 Payee: GENERAL DYNAMICS INFORMATION TECHNOLOGY TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2873 775.17 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES 000.322.100 000.345.830 Total: $775.17 420.72 354.45 ,1nn• Rnrcin}_fla Prinfarl• (17_(11_9M3 r' ME CO" PROJECT DESCRIPTION REVIEWED FOR CODE COMPLIANCE APPROVED JUL 152013 INTRODUCTION City of Tukwila BUILDING DIVISION Sprint is a wireless telephone company operating throughout the United States of America. Sprint is licensed to operate in the United States by the Federal Communications Commission (FCC). This proposal describes the scope of the proposed project by providing specific information regarding the project location, zoning, specifications, and required services. It is Sprint's desire to work with the City of Tukwila to ensure that this project is consistent with local ordinances and zoning regulations while providing wireless coverage to Sprint's customers and provide critical communication services for emergency, business, and personal use. Project Goals The goal of the Sprint SE25XC333 McQueen site is to upgrade Sprint's existing network to provide better telephone service. Sprint intends to achieve these network goals consistent with all policies and ordinances of the City of Tukwila. Application Request Plan The applicant is requesting the following: ■ Commercial Building Permit Splint SE25XC333 McQueen Page 1 RECEIVED CITY OF TUKWILA JUL 012013 PERMIT CENTER *1)I3 -22S GENERAL PROJECT DESCRIPTION Project Overview The applicant, Sprint, proposes to modify an existing wireless facility at 5201 Southcenter Blvd. Sprint is proposing to replace/upgrade three (3) existing antennas at an existing rooftop wireless facility. Facility Specifications • Antennas - Sprint is proposing to replace/upgrade three (3) existing antennas at an existing rooftop wireless facility. Please see Sheet A-1.1 for additional information. • Facility Maintenance - The facility is generally serviced once a month. One (1) to two (2) employees are on site for an average of four (4) hours of maintenance checks. This check is typically for preventive maintenance purposes. In the event of a problem, a crew is dispatched to the site immediately. Sprint SE25XC333 McQueen Page 2 GENERAL SITE ANALYSIS Zoning General Plan Designation The site is zoned Light Industrial (LI). Noise According to TMC 18.58.070: 1. Noise - Any facility that requires a generator or other device which will create noise must demonstrate compliance with TMC Chapter 8.22, "Noise". A noise report, prepared by an acoustical engineer, shall be submitted with any application to construct and operate a wireless communication facility that will have a generator or similar device. The City may require that the report be reviewed by a third party expert at the expense of the applicant. Sprint's equipment will meet all applicable noise standards. No modification to existing equipment is proposed. Business License Requirement According to TMC 18.58.070: 2. Business license requirement - Any person, corporation or entity that operates a wireless communication facility within the City shall have a valid business license issued annually by the City. Any person, corporation or other business entity which owns a tower also is required to obtain a business license on an annual basis. Sprint will maintain an active business license with the City of Tukwila. Signage According to TMC 18.58.070: 3. Signage - Only safety signs or those mandated by other government entities may be located on wireless communication facilities. No other types of signs are permitted on wireless communication facilities. No signs will be on-site unless required by either the FCC and/or FAA. Parking According to TMC 18.58.070: 4. Parking - Any application must demonstrate that there is sufficient space for temporary parking for regular maintenance of the proposed facility. Spiint SE25XC333 McQueen Page 3 Existing on-site parking provides adequate parking for the existing facility. Finish According to TMC 18.58.070: 5. Finish - A tower shall either maintain a galvanized steel finish or, subject to any applicable standards of the FAA or FCC, be painted a neutral color so as to reduce its visual obtrusiveness. The rooftop antennas will be enclosed by a screening canister painted to match existing building conditions. Design According to TMC 18.58.070: 6. Design - The design of all buildings and ancillary structures shall use materials, colors, textures, screening and landscaping that will blend the tower facilities with the natural setting and built environment. The rooftop antennas will be enclosed by a screening canister painted to match existing building conditions. Color According to TMC 18.58.070: 7. Color - All antennas and ancillary facilities located on buildings or structures other than towers shall be of a neutral color that is identical to or closely compatible with the color of the supporting structure so as to make the antenna and ancillary facilities as visually unobtrusive as possible. The rooftop antennas will be enclosed by a screening canister painted to match existing building conditions. Lighting According to TMC 18.58.070: 8. Lighting - Towers shall not be artificially lighted unless required by the FAA, FCC or other applicable authority. If lighting is required, the reviewing authority shall review the lighting alternatives and approve the design that would cause the least disturbance to the surrounding areas. No strobe lighting of any type is permitted on any tower. No lighting will be on-site. Sprint SE25XC333 McQueen Page 4 Advertising According to TMC 18.58.070: 9. Advertising - No advertising is permitted at wireless communication facility sites or on any ancillary structure or facilities equipment compound. No advertising is or will be on-site. Equipment Enclosure According to TMC 18.58.070: 10. Equipment Enclosure - Each applicant shall be limited to an equipment enclosure of 360 square feet at each site. However, this restriction shall not apply to enclosures located within an existing commercial, industrial, residential or institutional building. Equipment will be located within an existing equipment room. Antenna Aesthetics According to TMC 18.58.110: 1. Antenna aesthetics - The first preference for any proposed facility is to utilize flush -mounted antennas. Non flush -mounted antennas may be used when their visual impact will be negated by the scale of the antennas to the building. "Shrouds" are not required unless they provide a better visual appearance than exposed antennas. Antennas shall be painted to match the color scheme of the building(s). The rooftop antennas will be enclosed by a screening canister painted to match existing building conditions. Feed Lines and Coaxial Cables According to TMC 18.58.110: 2. Feed lines and coaxial cables - Feed lines and cables should be located below the parapet of the rooftop. If the feed lines and cables must be visible, they must be painted to match the color scheme of the building(s). Any feed lines and/or cables visible will be painted to match the color scheme of the building. Cabinet Equipment According to TMC 18.58.110: Splint SE25XC333 McQueen Page .5 3. Cabinet equipment - If cabinet equipment cannot be located within the building where the wireless communication facilities will be located, then it must be located on the rooftop of the building. if the equipment can be screened by placing the equipment below the parapet walls, no additional screening is required. If screening is required, then the proposed screening must be consistent with the existing building in terms of color, style, architectural style and material. If the cabinet equipment is to be located on the ground, the equipment must be fenced with a 6 -foot -tall fence, and materials shall be used to screen the equipment from view. Barbed wire may be used in the TVS, LI, HI, MIC/L, and MIC/H zones. Sprint is not proposing any changes to the existing equipment compound. Access/Circulation The site will be accessed by the existing right of entry. There are no traffic impacts associated with these types of facilities as they are unmanned and require infrequent maintenance. Federal Requirements Sprint's proposed telecommunication facility modification will meet or exceed current standards and regulations of the FAA, the FCC, and any other agency of the Federal government with the authority to regulate towers and antennas. Sprint's site will conform to all FAA/FCC regulations, and because the maximum ERP is less than two thousand (2,000) watts and/or the height of the facility is greater than ten meters (10m), an environmental evaluation of radio frequency emissions is exempted per CFR Title 47 Part 24, Subpart E. Sprint has a license from the FCC to provide wireless services throughout Washington State. Sprint SE25XC333 McQueen Page 6 r REVIEWED FOR CODE COMPLIANCE DMLIA CE APPROVED JUL 15 2013 City NG pjVIS1ON ila BUILD RECEIVED CITY OF TUKWILA JUL 01 2013 PERMIT CENTER integrated design LIM ENGINEERS CALCULATION REPORT SE25XC333 Tukwila, WA May 30, 2013 EXP 02/13/2014 1)41-22-c 1200 Fifth Avenue, Suite 1208 Seattle, WA 98101 P 206.264.1121 F 206.264.1122 id-engr.com info@id-engr.com integrated design ENGINEERS STRUCTURAL ASSESMENT SE25XC333 Tukwila, WA INTRODUCTION The purpose of this analysis is to verify that the existing building is capable of resisting the proposed antenna configuration. TIA/EIA-222-G is used. This report was commissioned by Sprint. REFERENCES • ANSI/TIA/EIA-222-G • 2009 International Building Code RESOURCES The Following information was provided to assist in the tower analysis • Drawings dated 03-18-2012 provided by Smartlink • Construction drawings dated 04-12-2013 provided by Smartlink DISCUSSION MOUNT DESCRIPTION The Antennas are placed on a one story building located in Tukwila, Wa. The antennas are mounted to a ballasted frame. The antennas are shielded by a 38" shroud. LOADING The two tables below show the primary loads supported by the tower. All existing and proposed antenna information was provided by Sprint. Existing/Reserved Appurtenance Configuration Elevation 30' Carrier Other Appurtenance (3) PCSX065-18-0 Proposed Appurtenance Configuration Elevation 30' 30' 30' Carrier Other Sprint Sprint Appurtenance (2) APXVRR13-C (1) HBXX-9014DS (3) RRH-P4 Note: BOLD type indicates a new appurtenance 1200 Fifth Avenue, Suite 1208, Seattle, Washington 98101 pl 206.264.1121 f 1206.264.1122 www.id-engr.com Analysis Antenna Mount The purpose of this structural analysis is to verify that the mounts meet TIA/EIA-222-G requirements with the proposed appurtenance configuration. A 85 mph design wind speed was used..25" of ice with 70 mph wind was also considered. For the purpose of this analysis, the building is assumed to be adequately designed. This report does not verify that the structure meets current or past code. Results of the analysis are summarized in the table below. Item Percent Capacity Pipe Mast 31% (N) Unistrut 53% Sliding S.F=2.1 Overturning S.F.=2.0 CONCLUSTIONS AND RECOMMENDATIONS Based on the analysis, the existing structure is adequate for the proposed antenna configuration. 1200 Fifth Avenue, Suite 1208, Seattle, Washington 98101 p1 206.264.1121 f 206.264.1122 www.id-engr.com Project SE25XC333 Location Tukwila, WA Design Wind speed 85 Wind speed with Ice 70 mph Service Wind Speed 50 N/A Design Ice Thickness 0.25 Structure Category 2 Exposure Category C Terrain Category 1 Terrain H ft Importance Factors: Wind speed no Ice 1 Wind speed with Ice 1 Ice thickness 1 {:AGC1L 1Ln ' ' Lr' u1�ej H (ft) 2a a K" K, K, Topogrhie Factor 1 N/A N/A f / 35 900 9.5 0.85 1 1.01 N/A K,, tts Gh Kd qz no Ice qz ice qz service 1.00 0.50 1 0.95 17.83 12.09 6.17 Wind Loading per TIA-222-G 9'-8" tall 38" Shroud on 152" long pipe4std RRH-P4 on 36" long plpe2std Double angle legs on 72" long plpe2std 6' long P1000 unlstrut (6) CMU blocks CaAajfe) mounting materials No Ice With Ice Weight (b) Front Side Front Side w/o Ice w/ Ice 23.2 27.5 24.2 29.6 197 467 2.0 3.4 2.2 3.8 76 103 2.4 3.2 2.9 4.0 42 66 1.6 1.6 2.3 2.3 12 22 3.6 3.6 3.9 3.9 330 360 Forces (ib) Front Side Design w/ Ice Service Design w/ ice Service 412.8 293.0 142.8 490.4 357.4 169.7 35.8 27.2 12.4 60.3 45.5 20.9 42.2 34.6 14.6 57.0 48.0 19.7 29.0 27.2 10.0 29.0 27.2 10.0 64.4 47.4 22.3 64.4 47.4 22.3 Ap- Cr.JTFR 2d 36' tS comsFv9-i-,> JIM integrated design AM ENGINEERS Project S C XC 333 location TotW 1 L A, LJ/ Client SPQ1t4i DESIGN SHEET Sheet I By -.i. 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Y-001 g•PAI: 9 %IL' (U)LAdv► 16ctoko 2s 1,L 6 DLe B 1 TRA, > Zoo %AI it 1' (64'1-m X THE AWITAINA limn I S ,4 EGu TF 12/2/2013 City of Tukwila Department of Community Development ALLISON ZIKE 14432 SE EASTGATE WY, STE 260 BELLEVUE, WA 98007 RE: Permit No. D13-225 SPRINT SPECTRUM 10400 MARTIN LUTHER KING WY S Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, 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 1/26/2014. 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 1/26/2014, 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, enni rmi er Marshall Technician File No D13-225 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 September 18, 2013 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Allison Zike Smartlink LLC 14432 SE Eastgate Wy, Ste 260 Bellevue, WA 98007 RE: Refund of Overpayment for Application Number D13-225 Dear Ms. Zike, Due to an error in the computer program settings the permit fee calculations were incorrect. This error resulted in an over payment of fees for the building permit which in turn resulted in an overpayment in the plan review fee also. Enclosed is a check in the amount of $103.95 (one hundred three dollars and ninety- five cents). Sincerely, Bill Rambo Permit Technician File: Permit No. D13-225 Encl: Check No. 364323 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 HERMIT COORD COPY e' PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-225 DATE: 07/01/13 PROJECT NAME: SPRINT SPECTRUM SITE ADDRESS: 10400 MARTIN LUTHER KING WY S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: / 01,Vi,C) building' Division Public Works e.t,13 Fire Prevention I. Planning Division Structural Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 171, Comments: Incomplete ❑ DUE DATE: 07/09/13 Not Applicable ❑ Permit. Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: TUESITHURS ROUTING: Please Route t Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/01/13 Approved ❑ Approved with Conditions L" Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit enter se Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW ❑ Staff Initials: Contractors or Tradespeople ,lilFriendly Page General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name WESTOWER COMMUNICATIONS INC UBI No. 601979870 Phone 6018984450 Status Active Address 112 E State St License No. WESTOCI975J8 Suite/Apt. License Type Construction Contractor City Ridgeland Effective Date 4/28/2003 State MS Expiration Date 12/14/2014 Zip 39157 Suspend Date County Out Of State Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status SPECTNS983B2 SPECTRASITE NETWORK SRVCS INC Construction Contractor General Unused 1/22/2002 12/7/2004 Archived SPECTCI011RN SPECTRASITE CONSTRUCTION INC Construction Contractor General Unused 12/15/1999 12/7/2002 Archived WESTOCI0770C WESTOWER COMMUNICATIONS INC Construction Contractor General Unused 9/3/1993 6/1/2000 Archived Business Owner Information Name Role Effective Date Expiration Date PAYNE, CALVIN JAY Director 03/07/2011 Amount JARVIS, MIKE ARTHUR President 01/26/2011 20ECS000527 CARR, MICHAEL DOUGLAS Treasurer 01/26/2011 BARKER, J JOHN EDWARD Vice President 01/26/2011 HARTFORD FIRE INS CO MARTINICH, MATTHEW Vice President 08/04/2003 01/26/2011 Bond Information Page 1 of 1 Bond 1 Bond Company Name Bond Account Number Effective Date HARTFORD FIRE INSURANCE 52BSBAD6506 04/02/2003 Expiration Date Until Cancelled Cancel Date Impaired Date Bond Amount Received Date $12,000.00 04/28/2003 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 5 Hartford Casualty Ins Co 20ECS000527 12/31/2011 12/31/2013 $1,000,000.00 01/14/2013 4 HARTFORD FIRE INS CO 20ECSQU527 12/31/2007 12/31/2011 $1,000,000.00 12/20/2010 3 TWINICITY FIRE 2QUENQUO522 12/31/2005 12/31/2007 $1,000,000.00 01/02/2007 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 Infractions/Citations Information No records found for the previous 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 07/30/2013 UNDERGROUND SERVICE ALERT CALL TOLL FREE: 811 2 WORKING DAYS BEFORE YOU DIG ■ 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. NOTHING IN THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES. BUILDING/DWELLING CODE STRUCTURAL CODE PLUMBING CODE MECHANICAL CODE ELECTRICAL CODE FIRE/LIFE SAFETY CODE IBC 2009 (STATE BUILDING CODE, WAC CHAPTER 51-50) IRC 2009 (STATE BUILDING CODE, WAC CHAPTER 51-51) IBC 2009 (STATE BUILDING CODE, WAC CHAPTER 51-50) UPC 2009 (STATE BUILDING CODE, WAC CHAPTER 51-56 AND 51-57) IMC 2009 (STATE BUILDING CODE, WAC CHAPTER 51-52) NEC 2006 [LAWS, RULES & REG. FOR INSTALLING EL. WIRES & EQUIP. (WAC) 296-46B] IFC 2009 (STATE BUILDING CODE, WAC CHAPTER 51-54 ACCESSIBILITY REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS REQUIREMENTS ARE NOT REQUIRED IN ACCORDANCE WITH THE 2009 IBC BUILDING CODE. • t CODE BLOCK J SPRINT PROPOSES TO MODIFY AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY • REMOVE (3) EXISTING PANEL ANTENNAS (1 PER SECTOR) • INSTALL (3) NEW PANEL ANTENNAS (1 PER SECTOR) • REMOVE (1) EXISTING EQUIPMENT CABINET (AFTER TESTING REMOVE SECOND CABINET) • REMOVE (1) EXISTING POWER CABINET • INSTALL (1) NEW MMBS CABINET • INSTALL (1) NEW BBU CABINET • REMOVE ALL EXISTING SPRINT ANTENNA COAXIAL CABLES • INSTALL (3) NEW HYBRID FIBER OPTIC CABLES USING EXISTING COAX ROUTE (1 PER SECTOR) • INSTALL (3) NEW RRU'S (THIS SITE IS DESIGNATED FOR HOT SWAP) PROJECT DESCRIPTION J APPROVAL SIGNATURE 1 DATE SITE ACQUISITION MANAGER TITLE SHEET CONSTRUCTION MANAGER GENERAL NOTES A&E MANAGER GENERAL NOTES PLANNING CONSULTANT SIGNAGE, NOTES & ABBREVIATIONS RF MANAGER ENLARGED SITE PLAN A-2 SEPARATE PERMIT REQUIRFD FOR: RF ENGINEER Mechanical Doctr;cal ENLARGED ANTENNA PLANS (ALL SECTORS) PROPERTY OWNER /4 Plumbing td�+�y . CCAS Piping A-5 SPRINT REPRESENTATIVE City of Tukwila FlUII DING DIVISION A4 EQUIPMENT DETAILS AAV MANAGER A-7 EQUIPMENT DETAILS RF -1 SIGNATURE • if THIS IS AN EXISTING SPRINT WIRELESS TELECOMMUNICATION FACILITY NETWORK VISION EQUIPMENT UPGRADE NETWORK VISION MMBS LAUNCH C SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY LATITUDE: 47.50880833 / 47° 30' 31.709" (2C) LONGITUDE: -122.2791444 / -122° 16' 44.92" (2C) South y Delridge Fauntteray roHighlPork White Center County International Airport New Rainier`= Beach Renton Municipal Mawr -Skyway Airport 3rd St 3dV` Downtown Renton , Burton ^' SW 152nd St N{ SW 100th St C Cascade -Fair N ra SE 192nd S,t S 205th St • t AREA MAP Pape Material " Handling Puollc Storage Boeing Access Rd Reicher* Englneermg S N 1/1 S L a M1 in S Cooper St SvorSl S 104th PI A 5 S loath St N CO S 107th St p N ro; I Pal indatinn -` 5 HE Kubota Garden • VICINITY MAP r I FROM SEA TAC INTERNATIONAL AIRPORT: TO SITE: HEAD SOUTH ON DEPARTURES DR 0.4 MI CONTINUE ONTO AIRPORT EXPRESSWAY 1.3 MI KEEP RIGHT AT THE FORK AND MERGE ONTO WA -518 E 1.5 MI TAKE THE INTERSTATE 5 N EXIT ON THE LEFT TOWARD SEATTLE 0.6 MI MERGE ONTO 1-5 N 2.5 MI TAKE EXIT 157 FOR ML KING WAY 0.4 MI MERGE ONTO MARTIN LUTHER KING JR WAY S DESTINATION WILL BE ON THE RIGHT 0.4 MI 10400 MARTIN LUTHER KING JR WAY S SEATTLE, WA 98178 • DRIVING DIRECTIONS I ROOF TOP (TRI -POD TOWER) WEST WASHINGTON MARKET SHEET DESCRIPTION N T-1 TITLE SHEET T-2 GENERAL NOTES T-3 GENERAL NOTES T-4 SIGNAGE, NOTES & ABBREVIATIONS A-1 ENLARGED SITE PLAN A-2 ENLARGED EQUIPMENT PLANS A-3 ENLARGED ANTENNA PLANS (ALL SECTORS) A-4 EXISTING AND NEW SOUTH ELEVATIONS A-5 EQUIPMENT DETAILS A4 EQUIPMENT DETAILS A-7 EQUIPMENT DETAILS RF -1 ANTENNA AND CABLE COLOR CODING DETAILS E-1 ONE -LINE DIAGRAM & POWER PANEL SCHEDULE E-2 ELECTRICAL DETAILS E-3 GROUNDING & ROUTING PLANS E-4 GROUNDING RISER DIAGRAM E-5 GROUNDING DETAILS SHEET INDEX J APPLICANT: GENERAL DYNAMICS ON BEHALF OF SPRINT 77 "A" STREET NEEDHAM, MA 02494 CONTACT: TBD PHONE #: TBD PROPERTY INFORMATION: PROPERTY OWNER: ADDRESS: CONTACT: PHONE #: TOWER OWNER: SITE ID: ZONING CLASSIFICATION: CONSTRUCTION TYPE: OCCUPANCY: JURISDICTION: CURRENT USE: NEW USE: PLANNING APPROVED • No changes can be made. to these plans without approval from the Planning Division of DCD Approved By: Date: 61 IS LIGHT INDUSTRIAL (LI) CITY OF TUKWILA UNMANNED WIRELESS TELECOMMUNICATIONS FACILITY UNMANNED WIRELESS TELECOMMUNICATIONS FACILITY ASSESSOR PARCEL NUMBER (S) 0-323049026 LEASE AREA: 204 SQ. FT. REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. r 1 PROJECT SUMMARY FILE COPY It No. b1e)-2-22c Plan review approval is subjel to errors and omissions. Approval of construction documents does not auth^ ' s the violation of any •, code or ordnance. Receipt of approved Field Copy .;si : Its, 113, B7 51.M t us' '::'^s t t City Of lbkwlla BUILDING DIVISION ENGINEER: SMARTLINK, LLC 14432 SE EASTGATE WAY, SUITE 260 BELLEVUE, WA 98007 CONTACT: SMARTLINK, LLC PHONE #: (425) 274-4444 x146 EMAIL: vlad.diaconu@smartlinklic.com STRUCTURAL ENGINEER: SMARTLINK, LLC 14432 SE EASTGATE WAY, SUITE 260 BELLEVUE, WA 98007 CONTACT: VLAD DIACONU PHONE #: (425) 274-4444 x146 EMAIL: vlad.diaconu@smartlinkllc.com SITE ACQ. PROJECT MANAGER: SMARTLINK, LLC 14432 SE EASTGATE WAY, SUITE 260 BELLEVUE, WA 98007 CONTACT: MICHAEL SLOTEMAKER PHONE #: (206) 214-8954 EMAIL: michael.slotemaker@smartlinkllc.com CONSTRUCTION MANAGER: GENERAL DYNAMICS 1000 124TH AVE NE, SUITE 200 BELLEVUE, WA 98005 CONTACT: ED MARQUEZ PHONE #: (425) 736-4991 EMAIL: edward.marquezl@gdit.com ZONING/PROJECT MANAGER SMARTLINK, LLC 14432 SE EASTGATE WAY, SUITE 260 BELLEVUE, WA 98007 CONTACT: ALLISON ZIKE PHONE #: (425) 274-4444 x112 EMAIL: allison.zike@smartlinkllc.com AAV MANAGER: GENERAL DYNAMICS 1000 124TH AVE NE, SUITE 200 BELLEVUE, WA 98005 CONTACT: STEVE LEUPOLD PHONE #: (425) 623-5782 EMAIL: steven.leupold@gdit.com RF ENGINEER: STA NETWORK SERVICES 1000 124TH AVE NE BELLEVUE, WA 98005 CONTACT: MIKE LEE PHONE #: (425) 201-3751 EMAIL: mike2.lee@sta.samsung.com Ve27- JAN 28 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 152013 City of Tu iia BUILDIN ISION RECEIVED CITY OF TUKWILA JUL 01 2013 PERMIT CENTER PROJECT TEAM J OWNERSHIP OF DOCUMENTS: THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF REALCOM ASSOCIATES AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF REALCOM ASSOCIATES. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS UNLESS THEY HAVE THE APPROVAL OF THE LICENSED PROFESSIONAL IN WRITING. Sprint GENERAL DYNAMICS WIRELESS SERVICES rUn 14432 SE EASTGATE WAY, SUITE 260 BELLEVUE WA 98007-6493 TEL: (425) 274-4444 FAX: (425) 274-4449 2 04-12-13 100% CONSTRUCTION DRAWINGS KSH VD 03-20-13 100% CONSTRUCTION DRAWINGS KSH VD 0 01-11-13 90% CONSTRUCTION DRAWINGS KSH VD REV. DATE REVISION DESCRIPTION DRAWN BY CHKD. BY PROJECT INFORMATION: NETWORK VISION MMBS LAUNCH McQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY JOB NO.: SE25XC333 DRAWN BY: KSH CHECKED BY: VD DATE: 03-20-13 SHEET TITLE: TITLE SHEET SHEET NUMBER: T-1 REV.: 2 GENERAL CONSTRUCTION NOTES 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE, THE LATEST EDITION AND ALL OTHER APPLICABLE CODES AND ORDINANCES. 2. CONTRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE WITH THESE DRAWINGS AND SPRINT INTEGRATED CONSTRUCTION STANDARDS FOR WIRELESS SITES (LATEST REVISION). THE SPECIFICATION IS THE RULING DOCUMENT AND ANY DISCREPANCIES BETWEEN THE SPECIFICATION AND THESE DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE NEW WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF. FIELD CONDITIONS AND 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 ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. NO COMPENSATION WILL BE AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD CONDITIONS. 4. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT AND APPURTENANCES, AND LABOR NECESSARY TO EFFECT ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 5. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, EXISTING CONDITIONS AND/OR DESIGN INTENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE WORK. 6. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. 7. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING, AND SHALL RECEIVE IN WRITING AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS. 8. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS AND ATTENTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT, UNLESS OTHERWISE NOTED. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE 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. 10. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE SUPERINTENDENT OF BUILDINGS & GROUNDS AND SCHEDULE HIS ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH THE REQUIREMENTS. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK OF OTHERS AS IT MAY RELATE TO RADIO EQUIPMENT, ANTENNAS AND ANY OTHER PORTIONS OF THE WORK. 12. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY INDICATED OTHERWISE OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 13. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES, EQUIPMENT, IMPROVEMENTS, PIPING ETC. AND IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION. 14. IN DRILLING HOLES INTO CONCRETE, WHETHER FOR FASTENING OR ANCHORING PURPOSES, OR PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS, ETC., IT MUST BE CLEARLY UNDERSTOOD THAT. REINFORCING STEEL SHALL NOT BE DRILLED INTO, CUT OR DAMAGED UNDER ANY CIRCUMSTANCES (UNLESS NOTED OTHERWISE). LOCATIONS OF REINFORCING STEEL ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT. 15. REPAIR ALL EXISTING WALL SURFACES DAMAGED DURING CONSTRUCTION SUCH THAT THEY MATCH AND BLEND IN WITH ADJACENT SURFACES. 16. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED AND FIRE CODE APPROVED MATERIALS. 17. KEEP CONTRACT AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OF THE OWNER SHALL BE REMOVED. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL COMPLETION OF CONSTRUCTION. 18. MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH CABLE MANUFACTURER'S RECOMMENDATIONS. 19. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE ENGINEER. 20. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WITH JURISDICTIONAL OR STATE AND LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL AND COORDINATED WITH LOCAL REGULATORY AUTHORITIES. 21. LIGHT SHADED LINES AND NOTES MAY REPRESENT WORK PREVIOUSLY DONE. DARK SHADED LINES AND NOTES MAY REPRESENT THE SCOPE OF WORK FOR THIS PROJECT. CONTRACTOR SHALL VERIFY IF EXISTING CONSTRUCTION IS COMPLETE. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. 22. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND/OR WIRING CERTIFICATES REQUIRED FOR THE ELECTRICAL SERVICE UPGRADE. IN ADDITION, CONTRACTOR SHALL PROVIDE ALL NECESSARY COORDINATION AND SCHEDULING WITH THE SERVING ELECTRICAL UTILITY AND LOCAL INSPECTION AUTHORITIES. ELECTRICAL NOTES 1. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK INDICATED. ANY/ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 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 THE 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 EXISTING CONDITIONS OF ELECTRICAL EQUIP., LIGHT FIXTURES, ETC., THAT ARE PART OF THE FINAL SYSTEM, SHALL BE VERIFIED BY THE CONTRACTOR, PRIOR TO THE SUBMITTAL 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: A. UL -- UNDERWRITERS LABORATORIES B. NEC -- NATIONAL ELECTRICAL CODE C. NEMA -- NATIONAL ELECTRICAL MANUFACTURER'S ASSOC. D. OSHA -- OCCUPATIONAL SAFETY AND HEALTH ACT E. IBC -- INTERNATIONAL BUILDING CODE F. NFPA -- NATIONAL FIRE CODES 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. EXISTING SERVICES: CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN PERMISSION OF GDIT. 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. 8. 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 OWNER'S 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 COMPLETELY AND EFFECTIVELY GROUNDED, AS REQUIRED BY SPECIFICATION, SET FORTH BY SPRINT. 13. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS, WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIONAL 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 TO BE FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN TWO YEARS FROM DATE OF CUSTOMER'S ACCEPTANCE. 16. THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE AND SHALL INCLUDE THE REPLACEMENT OF THE REPAIR OF ANY OTHER PHASE OF THE INSTALLATION, WHICH MAY HAVE BEEN DAMAGED THEREIN WITHIN 48 HOURS. 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 NEW AND SHALL APPEAR ON THE LIST OF U.L. APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF THE NEC, NEMA AND IEEE, 21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURE'S 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 CONTRACTOR'S 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 CALV'. 27. SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. 28. CONDUCTORS: CONTRACTOR SHALL USE 98% CONDUCTIVITY COPPER WITH TYPE THWN INSULATION, 600 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 CONNECTIONS AVAILABLE FROM UTILITY COMPANY. OWNER OR OWNERS AGENT WILL APPLY FOR POWER. 31. TELEPHONE SERVICE: CONTRACTOR SHALL PROVIDE EMPTY CONDUITS WITH MULE TAPE 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. CAUTION TAPE TO READ "CAUTION BURIED ELECTRIC" OR "CAUTION BURIED TELECOM". 34. ALL BOLTS SHALL BE STAINLESS STEEL. ANTENNA & COAX NOTES 1. VERIFY EACH COAXIAL CABLE LENGTH, DIAMETER, ROUTING, COLOR CODING AND ALL APPURTENANCES WITH GDIT. 2. THE MAXIMUM COAXIAL CABLE LENGTH AND CORRESPONDING COAXIAL CABLE DIAMETER IS SHOWN ON SHEET A-4. THIS CABLE LENGTH IS TO BE USED FOR FABRICATION OR CONSTRUCTION. ACTUAL ANTENNA CABLE LENGTH(S) MUST BE VERIFIED. COAXIAL CABLE SHALL BE PROVIDED BY GDIT. 3. ALL COAX CABLES SHALL USE GROUND KITS, GROUNDED AS FOLLOWS: A. NEAR ANTENNA RAD CENTER ELEVATION, B. MIDDLE OF TOWER (MID -HEIGHT OF ANTENNA), IF CABLE RUN IS OVER 200', C. BOTTOM OF TOWER, D. AT MASTER GROUND BAR 3'-0" FROM MMBS-BBU CABINET JAN 26 2014 REVIEWED FOR CODE COMPLIANCE APPROVED 1UL 15 2013 City of Tukwila BUILDING DIVISION 4. ALL TOP JUMPERS SHALL BE LENGTHS AS SHOWN AND INSTALLED BY CONTRACTOR. 5. ALL CABLES SHALL BE COLOR CODED AS SHOWN ON SHEET RF -1 AND IN ACCORDANCE WITH SPRINT SPECIFICATIONS. 6. BANDING SHALL BE IN ACCORDANCE WITH SHEET A-4, RF -1 AND AS FOLLOWS: A. MAIN LINE COLOR BANDS SHALL BE 2" WIDE. MAINTAIN 1" SPACING BETWEEN COLORS. B. FREQUENCY COLOR BANDS SHALL BE 2" WIDE WITH NO SPACE BETWEEN COLORS. C. JUMPER COLOR BANDS SHALL BE 1" WIDE WITH 1" SPACE. D. START COLOR BANDS 2" BEYOND WEATHERPROOFING. E. START SELECTOR COLOR NEXT TO END CONNECTORS. 7. FINAL COAXIAL ANTENNA CABLE SIZES SHALL BE DETERMINED BY GD RF ENGINEER. SEE ANTENNA SCHEDULE SHEET A-4. BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY GD. 8. SEE CONSTRUCTION MANAGER FOR ANTENNA SUPPORT ASSEMBLY TYPE. 9. ALL COAXIAL CABLE SHALL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TO EXCEED 3' OR THE CABLE MANUFACTURE'S SPECIFICATIONS, WHICHEVER IS LESS, WITH HARDWARE SPECIFIED IN THE COAXIAL CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL REPORT. 10. PROVIDE AT LEAST 6" OF SLACK IN THE MAIN COAXIAL CABLES AT THE ANTENNA MOUNTING ELEVATION TO PROVIDE FOR FUTURE CONNECTOR REPLACEMENT. ANTENNA & HYBRID CABLE NOTES 1. VERIFY EACH HYBRID CABLE LENGTH, ROUTING, DIAMETER, COLOR CODING, AND ALL APPURTENANCES WITH GDIT. 2. THE HYBRID CABLE AND DIAMETER LENGTH IS SHOWN ON A-4. EXCESS CABLE LENGTHS TO BE DRESSED IN A MANNER APPROVED BY GDIT. CABLES CANNOT BE CUT TO FIT. 3. HYBRID CABLE INTERNAL GROUND WIRE TO BE GROUNDED AT TOP AND BOTTOM PER SAMSUNG'S (SPRINT'S) SPECIFICATIONS. 4. EXCESS TOP 15' HYBRID CABLE FIBER JUMPERS TO BE DRESSED IN A MANNER APPROVED BY GDIT, CANNOT BE COILED, MUST BE SECURED TO TOWER MOUNTS.. 5. ALL MAIN CABLES SHALL BE COLOR CODED AS SHOWN ON SHEET RF -1 & IN ACCORDANCE WITH SPRINT SPECIFICATIONS, 6. BANDING SHALL BE IN ACCORDANCE WITH SHEET A-4, RF -1. A. MAIN LINE COLOR BANDS SHALL BE 2" WIDE. MAINTAIN 1" SPACING BETWEEN. B. JUMPER COLOR BANDS SHALL BE 1" WIDE WITH 1" SPACE. C. START COLOR BANDS 2" BEFORE MAIN CABLE END. 7. FINAL HYBRID CABLE SIZES SHALL BE DETERMINED BY GD RF ENGINEER. SEE HYBRID CABLE SCHEDULE SHEET RF -1, BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY GDIT. 8. ALL HYBRID CABLE SHALL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TO EXCEED 3' HORIZONTALLY OR 4' VERTICALLY, OR THE CABLE MANUFACTURER'S SPECIFICATIONS, WHICHEVER IS LESS, WITH HARDWARE SPECIFIED IN THE HYBRID CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL SUPPORT. SITE WORK NOTES 1. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES, UNLESS OTHERWISE NOTED. 2. DO NOT SCALE BUILDING DIMENSIONS FROM DRAWING. 3. SIZE, LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL BE ACCURATELY NOTED AND PLACED ON AS -BUILT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO ARCHITECT/ENGINEER AT COMPLETION OF PROJECT. 4. ALL EXISTING UTILITIES, FACILITIES, CONDITIONS, AND THEIR DIMENSIONS SHOWN ON PLANS HAVE BEEN PLOTTED FROM AVAILABLE RECORDS. THE ENGINEER AND OWNER ASSUME NOT RESPONSIBILITY WHATSOEVER AS TO THE SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL EXISTING UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING EXISTING UTILITIES. 5. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLANS SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLUTION AND INSTRUCTION, AND NO FURTHER WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS CHECKED AND CORRECTED BY THE ARCHITECT/ENGINEER. FAILURE TO SECURE SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS/HER OWN RISK AND EXPENSE. 6. CONTRACTOR SHALL CALL LOCAL DIGGER HOT LINE FOR UTILITY LOCATIONS 48 HOURS PRIOR TO START OF CONSTRUCTION. 7. ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED BY CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK. 8. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE AND IS TO FEATHER INTO EXISTING GRADES AT THE GRADING LIMITS. 9. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS, UTILITIES, ETC., SHALL BE PROPERLY LAID BACK OR BRACED IN ACCORDANCE WITH PROPER OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS. 10. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 95% OF MAXIMUM STANDARD PROCTOR DRY DENSITY. 11. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVED BY FILLING WITH APPROVED CLEAN FILL AND COMPACTED TO 95% OF STANDARD PROCTOR DENSITY. 12. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS. THE LIFT THICKNESS SHOULD NOT EXCEED THAT WHICH CAN BE PROPERLY COMPACTED THROUGHOUT ITS ENTIRE DEPTH WITH THE EQUIPMENT AVAILABLE. 13. ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL TO 1 VERTICAL SHALL BE PROPERLY BENCHED INTO THE EXISTING SLOPE AS DIRECTED BY A GEOTECHNICAL ENGINEER. 14. CONTRACTOR SHALL CLEAN ENTIRE SITE DAILY AFTER CONSTRUCTION SUCH THAT NO PAPERS, TRASH, WEEDS, BRUSH OR ANY OTHER DEPOSITS WILL REMAIN. ALL MATERIALS COLLECTED DURING CLEANING OPERATIONS SHALL BE DISPOSED OF OFF-SITE BY THE GENERAL CONTRACTOR. 15. ALL TREES AND SHRUBS. WHICH ARE NOT IN DIRECT CONFLICT WITH THE IMPROVEMENTS SHALL BE PROTECTED BY THE GENERAL CONTRACTOR. 16. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR WITH LOCAL UTILITY COMPANY, TELEPHONE COMPANY, AND ANY OTHER UTILITY COMPANIES HAVING JURISDICTION OVER THIS LOCATION. OWNERSHIP OF DOCUMENTS: THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF REALCOM ASSOCIATES AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF REALCOM ASSOCIATES. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS UNLESS THEY HAVE THE APPROVAL OF THE LICENSED PROFESSIONAL IN WRITING. 1 1 • ...),. 1 r nt, dillsoppo GENERAL DYNAMICS WIRELESS SERVICES ,e ' '' `f smartlink 14432 SE EASTGATE WAY, SUITE 260 BELLEVUE WA 98007-6493 TEL: (425) 274-4444 FAX: (425) 274-4449 2 04-12-13 100% CONSTRUCTION DRAWINGS KSH VD 1 03-20-13 100% CONSTRUCTION DRAWINGS KSH VD 0 01-11-13 90% DRAWINGSCONSTRUCTION KSH VD REV. DATE REVISION DESCRIPTION DRAWN BY CHKD. BY RECEIVED CITY OF TUKWILA JUL 0 1 2013 PERMIT CEN� �, DIA Q U �r 4 1p k ER 42710 � Zvi - O4t, 4•GIST SS1ONA1-° 111 xp1RES II PROJECT INFORMATION: NETWORK VISION MMBS LAUNCH McQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY JOB NO.: SE25XC333 DRAWN BY: KSH CHECKED BY: VD DATE: 03-20-13 SHEET TITLE:. GENERAL NOTES SHEET NUMBER: REV.: FOUNDATION, EXCAVATION AND BACKFILL NOTES 1. ALL FINAL GRADED SLOPES SHALL BE A MAXIMUM OF 3 HORIZONTAL TO 1 VERTICAL. 2. ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE SHALL BE OF UNDISTURBED SOILS, SUBSTANTIALLY HORIZONTAL AND FREE FROM ANY LOOSE, UNSUITABLE MATERIAL OR FROZEN SOILS, AND WITHOUT THE PRESENCE OF POUNDING WATER. DEWATERING FOR EXCESS GROUND WATER SHALL BE PROVIDED WHEN REQUIRED. COMPACTION OF SOILS UNDER CONCRETE PAD FOUNDATIONS SHALL NOT BE LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR THE SOIL IN ACCORDANCE WITH ASTM D1557. 3. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL. IF INADEQUATE BEARING CAPACITY IS REACHED AT THE DESIGNED EXCAVATION DEPTH, THE UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION SHALL BE FILLED WITH CONCRETE OF THE SAME TYPE SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE USED TO STABILIZE THE BOTTOM OF THE EXCAVATION. ANY STONE SUB -BASE MATERIAL, IF USED, SHALL NOT SUBSTITUTE FOR REQUIRED THICKNESS OF CONCRETE. 4. ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, DEBRIS, AND SO FORTH PRIOR TO BACK FILLING. BACK FILL SHALL CONSIST OF APPROVED MATERIALS SUCH AS EARTH, LOAM SANDY CLAY, SAND AND GRAVEL, OR SOFT SHALE, FREE FROM CLODS OR LARGE STONES OVER 2 1/2" MAX DIMENSIONS. ALL BACK FILL SHALL BE PLACED IN COMPACTED LAYERS. 5. ALL FILL MATERIALS AND FOUNDATION BACK FILL SHALL BE PLACED MAXIMUM 6" THICK LIFTS BEFORE COMPACTION. EACH LIFT SHALL BE WETTED IF REQUIRED AND COMPACTED TO NOT LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR SOIL, IN ACCORDANCE WITH ASTM D1557. 6. NEWLY PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 HRS PRIOR TO BACK FILLING. 7. FINISHED GRADING SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE AND PREVENT STANDING WATER. THE FINAL (FINISH) ELEVATION OF SLAB FOUNDATIONS SHALL SLOPE AWAY IN ALL DIRECTIONS FROM THE CENTER. FINISH GRADE OF CONCRETE PADS SHALL BE A MAXIMUM OF 4 INCHES ABOVE FINAL FINISH GRADE ELEVATION. PROVIDE SURFACE FILL GRAVEL TO ESTABLISH SPECIFIED ELEVATIONS WHERE REQUIRED. 8. NEWLY GRADED SURFACE AREAS TO RECEIVE GRAVEL SHALL BE COVERED WITH GEOTEXTILE FABRIC TYPE: TYPAR-3401 AS MANUFACTURED BY "CONSTRUCTION MATERIAL 1-800-239-3841" OR AN APPROVED EQUIVALENT, SHOWN ON PLANS. THE GEOTEXTILE FABRIC SHALL BE BLACK IN COLOR TO CONTROL THE RECURRENCE OF VEGETATIVE GROWTH AND EXTEND TO WITHIN 1 FOOT OUTSIDE THE SITE FENCING OR ELECTRICAL GROUNDING SYSTEM PERIMETER WHICH EVER IS GREATER. ALL FABRIC SHALL BE COVERED WITH A MINIMUM OF 4" DEEP COMPACTED STONE OR GRAVEL AS SPECIFIED. I.E. FDOT TYPE NO. 57 FOR FENCED COMPOUND; FDOT TYPE NO.67 FOR ACCESS DRIVE AREA. 9. IN ALL AREAS TO RECEIVE FILL, REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET AND UNSATISFACTORY SOIL MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE. PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SUCH THAT FILL MATERIAL WILL BIND WITH EXISTING/PREPARED SOIL SURFACE. 10, WHEN SUB GRADE OR PREPARED GROUND SURFACE HAS A DENSITY LESS THAN THAT REQUIRED FOR THE FILL MATERIAL, SCARIFY THE GROUND SURFACE TO DEPTH REQUIRED, PULVERIZE, MOISTURE -CONDITION AND/OR AERATE THE SOILS, AND RE -COMPACT TO THE REQUIRED DENSITY PRIOR TO PLACEMENT OF FILLS. 11. IN AREAS WHICH EXISTING GRAVEL SURFACING IS REMOVED OR DISTURBED DURING CONSTRUCTION OPERATIONS, REPLACE GRAVEL SURFACING TO MATCH ADJACENT GRAVEL SURFACING AND RESTORE TO THE SAME THICKNESS AND COMPACTION AS SPECIFIED. ALL RESTORED GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES, 12. EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED WITH THE CONDITION THAT ANY UNFAVORABLE AMOUNTS OF ORGANIC MATTER, OR OTHER DELETERIOUS MATERIALS ARE REMOVED PRIOR TO REUSE. FURNISH ANY ADDITIONAL GRAVEL RESURFACING MATERIAL AS NEEDED TO PROVIDE A FULL DEPTH COMPACTED SURFACE THROUGHOUT SITE. 13. GRAVEL SUB -SURFACE SHALL BE PREPARED TO REQUIRED COMPACTION AND SUB -GRADE ELEVATIONS BEFORE GRAVEL SURFACING IS PLACED AND/OR RESTORED. ANY LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED AND ANY DEPRESSIONS IN THE SUB GRADE SHALL BE FILLED AND COMPACTED WITH APPROVED SELECTED MATERIAL. GRAVEL SURFACING MATERIAL SHALL NOT BE USED FOR FILLING DEPRESSIONS IN THE SUB -GRADE. 14. PROTECT EXISTING GRAVEL SURFACING AND SUB -GRADE IN AREAS WHERE EQUIPMENT LOADS WILL OPERATE. 15. DAMAGE TO EXISTING STRUCTURES AND/OR UTILITIES RESULTING FROM CONTRACTORS NEGLIGENCE SHALL BE REPAIRED AND/OR REPLACED TO THE OWNER'S SATISFACTION AT NO ADDITIONAL COST TO THE CONTRACT. 16. ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN THE BID. EXCESS TOPSOIL AND UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF-SITE AT LOCATIONS APPROVED BY GOVERNING AGENCIES AT NO ADDITIONAL COST TO THE CONTRACT. 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 INSTALUCONSTRUCT 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 REPSONSIBLE FOR TAKING ADEQUATE MEASURES FOR CONTROLLING EROSION. ADDITIONAL SEDIMENT CONTROL FENCING MAY BE REQUIRED IN ANY AREAS SUBJECT TO EROSION. 5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL TIMES WITH SILT AND EROSION CONTROL MEASURES MAINTAINED ON THE DOWNSTREAM SIDE OF SITE DRAINAGE. ANY DAMAGE TO ADJACENT PROPERTY AS A RESULT OF EROSION WILL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS AND ANY REPAIRS OF ALL SEDIMENT CONTROL MEASURES INCLUDING SEDIMENT REMOVAL AS NECESSARY. 7. CLEARING OF VEGETATION AND TREE REMOVAL SHALL BE ONLY AS PERMITTED AND BE HELD TO A MINIMUM. TREES SHALL BE REMOVED ONLY AS NECESSARY FOR CONSTRUCTION. 8. SEEDING SAND MULCHING AND/OR SODDING OF THE SITE SHALL BE ACCOMPLISHED AS SOON AS POSSIBLE AFTER COMPLETION OF THE PROJECT FACILITIES AFFECTING LAND DISTURBANCE. 9. 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. 10. 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. STRUCTURAL STEEL NOTES 1. ALL STEEL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC MANUAL OF STEEL CONSTRUCTION. STEEL SECTIONS SHALL BE IN ACCORDANCE WITH ASTM AS INDICATED BELOW: W -SHAPES: ASTM A992, 50 KSI ANGLES, BARS CHANNELS: ASTM A36, 36 KSI HSS SECTIONS: ASTM 500, 46 KSI PIPE SECTIONS: ASTM A53 -E, 35 KSI 2. ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED. 3. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION". PAINTED SURFACES SHALL BE TOUCHED UP. 4. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIAMETER ASTM A307 BOLTS UNLESS NOTED OTHERWISE.. 5. FIELD MODIFICATIONS ARE TO BE COATED WITH ZINC ENRICHED PAINT. CONCRETE MASONRY NOTES 1. CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C90, GRADE N-1, (F'M=1,500 PS). MEDIUM WEIGHT (115 PCF). 2. MORTAR SHALL BE TYPE "S" (MINIMUM 1,800 PSI AT 28 DAYS). 3. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRNGTH OF 3,000 PSI AT 28 DAYS. 4. ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS AND, ALL CELLS IN RETAINING WALLS AND WALLS BELOW GRADE SHALL BE SOLID GROUTED. 5. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR LINTEL BEAM UNITS. 6. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE GROUT POUR 1-1/2" BELOW TOP OF THE UPPERMOST UNIT. 7, ALL BOND BEAM BLOCK SHALL BE "DEEP CUT" UNITS. 8. PROVIDE INSPECTION AND CLEAN-OUT HOLES AT BASE OF VERTICAL CELLS HAVING GROUT LIFTS EXCESS OF 4'-0" OF HEIGHT. 9. ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR. 10. CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. 11. REINFORCING BARS - SEE NOTES UNDER "STRUCTURAL CONCRETE NOTES" FOR REQUIREMENTS. WEATHERPROOFING NOTES 1.0 WEATHERPROOFING CONNECTORS AND GROUND KITS: A. ALL CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED USING BUTYL RUBBER WEATHERPROOFING AND TAPE. THIS INSTALLATION MUST BE DONE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION OR AS SHOWN ON THE CONSTRUCTION DRAWINGS (WHICHEVER IS GREATER). IF NO DIRECTION IS PROVIDED, WEATHERPROOFING MUST BE DONE PER THE FOLLOWING INSTRUCTIONS. 1. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE ENCOMPASSED INTO COLD SHRINK AND COMPLETELY WRAPPED WITH 2 INCH WIDE ELECTRICAL TAPE OVERLAPPING EACH ROW BY APPROXIMATELY IA" AND EXTENDING PAST THE CONNECTION BY TWO INCHES AS DISCUSSED BELOW; OR 2. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH LAYERS OF ELECTRICAL/BUTYL RUBBER/ELECTRICAL TAPE AS DISCUSSED BELOW; OR 3. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH TWO LAYERS OF 1.5 INCH WIDE SELF -AMALGAMATING TAPE COVERED WITH TWO LAYERS OF ELECTRICAL TAPE AS DISCUSSED BELOW. B. COLD SHRINK INSTALLATION PROCEDURE: REVIEWED FOR 'CODE COMPLIANCE APPROVED JUL 15 2013 City of Tukwila BUILDING DIVISION 12. PROVIDE ONE BAR DIAMETER (A MINIMUM OF 1/2") GROUT BETWEEN MAIN REINFORCING AND MASONRY UNITS. 13. LOW LIFT CONSTRUCTION, MAXIMUM GROUT POUR HEIGHT IS 4 FEET. 14. HIGH LIFT GROUTED CONSTRUCTION MAY BE USED IN CONFORMANCE WITH PROJECT SPECIFICATIONS AND SECTION 2104.6.1 OF U.B.C. 15. ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT, EXCEPT AS NOTED IN THE DRAWINGS OR SPECIFICATIONS, 16. CELLS SHALL BE IN VERTICAL ALIGNMENT, DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITH CORES CONTAINING REINFORCING STEEL. 17. REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE AND HEIGHT OF UNITS, LAYING PATTERN AND JOINT TYPE. 18. SAND SHALL BE CLEAN, SHARP AND WELL GRADED, FREE FROM INJURIOUS AMOUNTS OF DUST, LUMPS, SHALE, ALKAU OR ORGANIC MATERIAL. 19. BRICK SHALL CONFORM TO ASTM C-62 AND SHALL BE GRADE MW OR BETTER. STRUCTURAL CONCRETE NOTES 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301-05, ACI 318-05 AND THE SPECIFICATION FOR CAST -IN-PLACE CONCRETE. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH fc'=3,000 PSI AT 28 DAYS UNLESS NOTED OTHERWISE. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES CLASS "B" AND ALL HOOKS SHALL BE STANDARD UNLESS NOTED OTHERWISE. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH 3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER 2 IN. #5 AND SMALLER & WWF 1 1/2 IN. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: SLAB AND WALL 3/4 IN. BEAMS AND COLUMNS 1 1/2 IN. 5. A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE U.N.O. IN ACCORDANCE WITH ACI 301 SECTION 4.2.4 6. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EXISTING REBAR WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS. 7. USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR SHALL BE PER ICBO & MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. C. 1. REQUIRED MATERIAL: COLD SHRINK TUBE, SPACERS AS NEEDED, BLACK ELECTRICAL TAPE: 2 INCHES WIDE 2. REQUIRED TOOLS: KNIFE AND TAPE MEASURE STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE ALL GREASE AND DIRT. MARK THE MAIN FEED (LARGER DIAMETER) COAXIAL CABLE AT LEAST TWO INCHES ABOVE THE CONNECTION AS THE SPECIFIED START DIMENSION FOR THE COLD SHRINK. STEP 2: SLIDE THE COLD SHRINK TUBE OVER THE PRE-CONNECTORIZED END OF THE LARGER DIAMETER COAXIAL CABLE PRIOR TO MATING CONNECTOR INTERFACES. MAKE THE CONNECTION. STEP 3: REMOVE WAX PAPER FROM A SPACER HALF AND PRESS ONTO COAXIAL CABLE DIRECTLY BEHIND THE CONNECTOR. REMOVE THE WAX PAPER FROM THE OTHER SPACER HALF AND ALIGN THE TWO SPACER HALVES WITH ADHESIVE PORTIONS FACING EACH OTHER. PRESS THE SPACER HALVES TOGETHER. THE SPACER WILL BE PLACED NEXT TO THE CONNECTOR ON THE SMALLER DIAMETER COAXIAL CABLE SIDE. STEP 4: SLIDE THE COLD SHRINK TUBE OVER THE CONNECTION TO THE SPECIFIED START DIMENSION MARK. HOLD THE COLD SHRINK TUBE AND COAXIAL CABLE IN ONE HAND SO THAT THE EDGE OF COLD SHRINK TUBE IS IN LINE WITH THE MARK. STEP 5: WITH YOUR FREE HAND, BEGIN REMOVING COLD SHRINK TUBE CORE. THE CORE WILL BE REMOVED BY UNWINDING IN A COUNTERCLOCKWISE DIRECTION WHILE LIGHTLY PULLING THE ATTACHED CORD AWAY FROM THE TUBE. STEP 6: USE BOTH HANDS TO CONTINUE THE UNWINDING PROCESS AS THE COLD SHRINK TUBE BEGINS TO COLLAPSE INTO POSITION. CONTINUE THE UNWINDING PROCESS UNTIL THE CORE IS COMPLETELY REMOVED AND THE COLD SHRINK TUBE IS INSTALLED. STEP 7: EXCESS COLD SHRINK TUBE EXTENDING TWO INCHES BEYOND THE SPACER HALVES CAN BE REMOVED OR LEFT IN PLACE. EXCESS COLD SHRINK TUBE CAN BE CAREFULLY CUT OFF WITH A KNIFE. STEP 8: WRAP OVER THE COLD SHRINK TUBE WITH ONE LAYER OF BLACK ELECTRICAL TAPE, 2 INCH WIDTH, OVERLAPPING EACH ROW BY 1/2 INCH. THIS TOP LAYER MUST BE WRAPPED USING A SHINGLED EFFECT. THE LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN THE UPWARD DIRECTION, CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL. THIS TOP LAYER OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE COLD SHRINK TUBE ONTO THE UNDERLYING CABLE. TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR POCKETS ARE PRESENT. TAPE SHALL BE CUT WITH A SHARP KNIFE. BUTYL RUBBER TAPE INSTALLATION PROCEDURE: 1. REQUIRED MATERIAL: BLACK ELECTRICAL TAPE: 2 INCH WIDE AND BUTYL RUBBER TAPE 2 TO 3 INCHES WIDE. 2. REQUIRED TOOLS: KNIFE OR SCISSORS. STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE ALL GREASE AND DIRT. WRAP CONNECTOR/GROUND KIT WITH TWO LAYERS OF BLACK ELECTRICAL TAPE: 2 INCH WIDTH OVERLAPPING EACH ROW BY APPROXIMATELY 1/2 INCH. THESE LAYERS OF TAPE MUST BE WRAPPED TIGHT ENOUGH SO THAT NO VOIDS OR AIR POCKETS ARE PRESENT AND MUST EXTEND 1 INCH PAST THE CONNECTOR/GROUND KIT ON EACH SIDE. TWO ROWS SHALL BE APPLIED, ONE IN EACH DIRECTION, WITH THE TOP ROW SHINGLED TO PROMOTE WATER RUNOFF. STEP 2: WRAP CONNECTOR/GROUND KIT WITH ONE LAYER OF BUTYL RUBBER TAPE (2 TO 3 INCHES WIDTH) OVER THE BLACK ELECTRICAL TAPE OVERLAPPING EACH ROW BY APPROXIMATELY 1/2 INCH. THE BUTYL RUBBER TAPE MUST EXTEND 2 TO 3 INCHES (THE TAPE WIDTH) PAST THE ELECTRICAL TAPE AND COME IN GOOD CONTACT WITH THE UNDERLYING CABLE. ON CONNECTORS, WHEN WEATHERPROOFING FROM THE MAIN LINE TO THE JUMPER, BUILD UP THIS AREA WITH EXTRA BUTYL RUBBER TAPE TO INSURE A SMOOTH TRANSITION FREE OF VOIDS AND AIR POCKETS DOWN TO THE SMALLER DIAMETER CABLE. STEP 3: WRAP CONNECTOR/GROUND KIT WITH 2 LAYERS OF BLACK ELECTRICAL TAPE 2 INCH WIDTH OVERLAPPING EACH ROW BY 1 INCH. THESE LAST 2 LAYERS MUST BE WRAPPED USING A SHINGLED EFFECT. THE TOP LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL. THESE TOP LAYERS OF ELECTRICAL TAPE MUST EXTEND 2 INCHES (THE TAPE WIDTH) PAST THE BUTYL RUBBER TAPE ONTO THE UNDERLYING CABLE. ALL LAYERS OF TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR POCKETS ARE PRESENT. THE LAST WRAP OF TAPE SHALL NOT BE PULLED OR STRETCHED. ALL TAPE SHALL BE CUT WITH A SHARP KNIFE OR SCISSORS. D. SELF -AMALGAMATING TAPE INSTALLATION PROCEDURE: 1. REQUIRED MATERIAL: SELF -AMALGAMATING TAPE: 1.5 INCHES WIDE AND BLACK ELECTRICAL TAPE: 2 INCHES WIDE. 2. REQUIRED TOOLS: KNIFE OR SCISSORS. STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE ALL GREASE AND DIRT. STEP 2: START WRAPPING SELF -AMALGAMATING TAPE ON THE CABLE AT LEAST 2 INCHES FROM THE CONNECTOR/GROUND KIT. MAKE SURE TAPE IS STRETCHED TIGHT DURING THIS APPLICATION. STEP 3: WHILE STRETCHING TAPE, MAKE ONE WRAP OF THE TAPE AROUND THE CABLE, MAKING SURE THE TAPE IS WRAPPED ONTO ITSELF. THE TAPE WILL ONLY ADHERE TO ITSELF. STEP 4: CONTINUE WRAPPING THE CABLE AND CONNECTOR/GROUND KIT USING HALF OVERLAP (0.75 INCH WIDE) LAYERS. STEP 5: WRAP OVER AND PAST THE CONNECTOR/GROUND KIT AT LEAST 2 INCHES. STEP 6: TO TERMINATE THE SELF -AMALGAMATING TAPE, WRAP THE TAPE AT LEAST ONE FULL ROUND OVER THE CABLE STRETCHING THE TAPE TIGHT. CUT THE TAPE USING KNIFE OR SCISSORS AND APPLY THE LOOSE END TO THE UNDERLYING SELF -AMALGAMATING TAPE USING THUMB PRESSURE. STEP 7: 2 ROWS OF SELF -AMALGAMATING TAPE SHALL BE APPLIED IN THIS MANNER, IN ALTERNATING DIRECTIONS. THE TOP LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN AN UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED. STEP 8: WRAP OVER SELF -AMALGAMATING TAPE WITH 2 LAYERS OF BLACK ELECTRICAL TAPE: 2 INCH WIDTH OVERLAPPING EACH ROW BY 1 INCH. THESE TOP TWO LAYERS MUST ALSO BE WRAPPED USING A SHINGLED EFFECT. THE LAYERS SHALL BE WRAPPED SO THAT THE ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL. THESE TOP LAYERS OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE SELF -AMALGAMATING TAPE ONTO THE UNDERLYING CABLE. ALL LAYERS OF TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR POCKETS ARE PRESENT. THE LAST WRAP OF TAPE SHALL NOT BE PULLED OR STRETCHED. ALL TAPE SHALL BE CUT WITH A SHARP KNIFE OR SCISSORS. OWNERSHIP OF DOCUMENTS: THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF REALCOM ASSOCIATES AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF REALCOM ASSOCIATES. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS UNLESS THEY HAVE THE APPROVAL OF THE LICENSED PROFESSIONAL IN WRITING. S • • ..), ntN GENERAL DYNAMICS WIRELESS SERVICES ,, /�*4) 's smartlink 14432 SE EASTGATE WAY, SUITE 260 BELLEVUE WA 98007-6493 TEL: (425) 274-4444 FAX: (425) 274-4449 2 04-12-13 100% CONSTRUCTION DRAWINGS KSH VD 1 03-20-13 100% CONSTRUCTION DRAWINGS KSH VD 0 01-11-13 90% CONSTRUCTION DRAWINGS KSH VD REV. DATE REVISION DESCRIPTION( DRAWN BY CHKD. BY REC V CITY OF TUKWILA JUL 0 1 2013 PERMIT CENTER '°� EXPIRES I - JAN 261014 Alt*�`.,. SI.' rt 42710 -Po ,p,42710 toNALENG` II IP I? PROJECT INFORMATION: NETWORK VISION MMBS LAUNCH McQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY JOB NO.: SE25XC333 DRAWN BY: KSH CHECKED BY: VD DATE: 03-20-13 SHEET TITLE: GENERAL NOTES SHEET NUMBER: REV.: ABBREVIATION A.B. ABV. AC CA ADD'L A.F.F. A.F.G. ALUM. ALT. ANT. APPRX. ARCH. AWG. BLDG. BLK. BLKG. BM. B.N. BTCW. B.O.F. B/U CAB. CANT. C.I.P. CLG. CLR. COL. CONC. CONN. CONST. CONT. DBL. DEPT. D.F. DIA. DIAG. DIM. DWG. DWL. EA. EL. ELEC. ELEV. EMT. E.N. ENG. EQ. EXP. EXST.(E) EXT. DEFINITION ANCHOR BOLT ABOVE ANTENNA CABLE COVER ADDITIONAL ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ALUMINUM ALTERNATE ANTENNA APPROXIMATELY ARCHITECT(URAL) AMERICAN WIRE GAUGE BUILDING BLOCK BLOCKING BEAM BOUNDARY NAILING BARE TINNED COPPER WIRE BOTTOM OF FOOTING BACK—UP CABINET CABINET CANTILEVER(ED) CAST IN PLACE CEILING CLEAR COLUMN CONCRETE CONNECTION(OR) CONSTRUCTION CONTINUOUS PENNY (NAILS) DOUBLE DEPARTMENT DOUGLAS FIR DIAMETER DIAGONAL DIMENSION DRAWING(S) DOWEL(S) EAC H ELEVATION ELECTRICAL ELEVATOR ELECTRICAL METALLIC TUBING EDGE NAIL ENGINEER EQUAL EXPANSION EXISTING EXTERIOR ABBREVIATION FAB. F.F. ASSEMBLY F.G. FIN. FLR. FDN. F.O.C. F.O.M. F.O.S. F.O.W. F.S. FT.(') FTG. G. GA. GI. G.F.I. GLB.(G. LU—LAM) GPS GRND HDR. HGR. HT. ICGB. IN.(") LB.(#) L.B. L.F. L. MAS. MAX. M.B. MECH. MFR. MIN. MISC. (N)MTL. NO.(#) N.T.S. O.C. OPNG. P P C PCS PPC PRC DEFINITION FABRICATION(OR) FINISH FLOOR FINISH GRADE FINISH(ED) FLOOR FOUNDATION FACE OF CONCRETE FACE OF MASONRY FACE OF STUD FACE OF WALL FINISH SURFACE FOOT(FEET) FOOTING GROWTH (CABINET) GAUGE GALVANIZE(D) GROUND FAULT CIRCUIT INTERRUPTER GLUE LAMINATED BEAM GLOBAL POSITIONING SYSTEM GROUND HEADER HANGER HEIGHT ISOLATED COPPER GROUND BUS INCH(ES) INTERIOR POUND(S) LAG BOLTS LINEAR FEET (FOOT) LONG(ITUDINAL) MASONRY MAXIMUM MACHINE BOLT MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS METAL NEW NUMBER NOT TO SCALE ON CENTER OPENING PROPOSED PRECAST CONCRETE PERSONAL COMMUNICATION SERVICES PLYWOOD POWER PROTECTION CABINET PRIMARY RADIO CABINET ABBREVIATION P.S.F. P.S.I. P.T. PWR. QTY. RAD.(R) REF. REINF. REQ'D. RGS. RRU. SCH. SHT. SIM. SPEC. SQ. S.S. STD. STL. STRUC. TEMP. THK. TMA T.N. T.O.A. T.O.C. T.O.F. T.O.P. T.O.S. T.O.W. TYP. U.G. U.L. U.N.O. V.I.F. W WD. W.P. WT. Q. DEFINITION POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED POWER (CABINET) QUANTITY RADIUS REFERENCE REINFORCEMENT(ING) REQUIRED RIGID GALVANIZED STEEL RADIO REMOTE UNIT SCHEDULE SHEET SIMILAR SPECIFICATION(S) SQUARE STAINLESS STEEL STANDARD STEEL STRUCTURAL TEMPORARY THICKNESS) TOWER MOUNTED AMPLIFIER TOE NAIL TOP OF ANTENNA TOP OF CURB TOP OF FOUNDATION TOP OF PLATE (PARAPET) TOP OF STEEL TOP OF WALL TYPICAL UNDER GROUND UNDERWRITERS LABORATORY UNLESS NOTED OTHERWISE VERIFY IN FIELD WIDE(WIDTH) WITH WOOD WEATHERPROOF WEIGHT CENTERLINE PLATE ABBREVIATIONS 1 THIS FACILITY CONTAINS CORROSIVE LIQUID TOXIC LIQUID CLASS 1 WATER REACTIVE LIQUID HAZARDOUS MATERIAL STORAGE AREA REVIEWED FOR CODE COMPLIANCE APPROVED JUL 15 2013 City of Tukwila BUILDING DIVISION NOT USED 2 HAZARDOUS MATERIAL SIGNAGE 3 REQUIRED NFPA SIGNAGE IN CASE OF EMERGENCY CALL 1-866-400-6040 SITE NUMBER: SE25XC333 SITE NAME: McQUEEN EMERGENCY CONTACT SIGNAGE Beyond this point: Radio frequency fields at this site may exceed FCC rules for human exposure. For your safety, obey all posted signs and site guidelines for working in radio frequency environments. In accordance with Federal Communications Commission rules on radio frequency emissions 47 CFR 1.1307(b) Radio frequency fields beyond this point may exceed the FCC general public exposure limit. Obey all posted signs and site guidelines for working in radio frequency environments. In accordance with Federal Communications Commission rules on radio frequency emissions 47 CFR 1.1307(b) s Beyond this point: Radio frequency fields at this site exceed the FCC rules for human exposure. Failure to obey all posted signs and site guidelines for working in radio frequency environments could result in serious injury. In accordance with Federal Communications Commission rules on radio frequency emissions 47 CFR 1.1307(b) RECEIVED CITY OF TUKWIL JUL 012013 PERMIT CENTER SITE IDENTIFICATION SIGNAGE 4 RF SIGNAGE 5 OWNERSHIP OF DOCUMENTS: THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF REALCOM ASSOCIATES AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF REALCOM ASSOCIATES. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS UNLESS THEY HAVE THE APPROVAL OF THE LICENSED PROFESSIONAL IN WRITING. Spri ntm GENERAL DYNAMICS WIRELESS SERVICES S rtli 14432 SE EASTGATE WAY, SUITE 260 BELLEVUE WA 98007-6493 TEL: (425) 274-4444 FAX: (425) 274.4449 2 04-12-13 100% CONSTRUCTION DRAWINGS KSH VD 03-20-13 100% CONSTRUCTION DRAWINGS KSH VD 0 01-11-13 90% CONSTRUCTION DRAWINGS KSH VD REV. DATE REVISION DESCRIPTION DRAWN BY CHKD. BY I PROJECT INFORMATION: NETWORK VISION MMBS LAUNCH McQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY JOB NO.: SE25XC333 DRAWN BY: KSH CHECKED BY: VD DATE: 03-20-13 SHEET TITLE: SIGNAGE, NOTES & ABBREVIATIONS SHEET NUMBER: T-4 REV.: 2 IMIME PROPERTY LINE ••1111111•1 =1.1MMI PROPERTY LINE ENLARGED SITE PLAN ACCESS TO SPRINT SITE FROM PUBLIC RIGHT-OF-WAY S. 104TH PL - I I I (N) SPRINT ANTENNA AREA SEE ENLARGED ANTENNA PLAN. (E) SPRINT UNDERGROUND TRENCH TO EQUIPMENT AREA (APPROXIMATELY 83' RUN) (N) SPRINT (3) 1-1/4"0 HYBRID, ROUTE (1 PER SECTOR) (E) SPRINT ICE BRIDGE (7'-0" x 2'-0") APN: 0-323049026 ±2' (N) SPRINT EQUIPMENT & LEASE AREA (LEASE AREA - 204 SQ FEET) SEE ENLARGED EQUIPMENT PLAN. PROPERTY LINE PARKING LOT / V z_ w J z_ 2 c N L) +I NOTES 1. ALL (E) SPRINT COAX CABLES AND ANTENNAS ARE TO BE REMOVED FROM THE SITE. 2. IF PRESENT, ALL (E) CLEARWIRE ANTENNAS, MICROWAVE DISHES AND COAX CABLES TO REMAIN. REVIEWED FOR CODAFPRCE ROVED JUL 15 2013 City of Tukwila BUILDING DIVISION 22"x34"SCALE: 1" = 30'-0" 11"x17" SCALE: 1" = 60'-0" PAINT NOTES PAINT NOTES: 1. (N) SPRINT EXPOSED ANTENNAS AND MOUNTING HARDWARE TO BE PAINTED TO MATCH (E) SITE CONDITIONS PER EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. 2. (N) SPRINT EXPOSED ANTENNA SUPPORT EQUIPMENT AND MOUNTING HARDWARE TO BE PAINTED TO MATCH (E) SITE CONDITIONS PER EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. RECEIVED CITY OF TUKWILA JUL 01 2013 PERMIT CENTER 30' 15' 0" 30' OWNERSHIP OF DOCUMENTS: THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF REALCOM ASSOCIATES AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF REALCOM ASSOCIATES. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS UNLESS THEY HAVE THE APPROVAL OF THE LICENSED PROFESSIONAL IN WRITING. I i c), nt,k 1 GENERAL DYNAMICS WIRELESS SERVICES ,41) ' IS, `I srnartlink 14432 SE EASTGATE WAY, SUITE 260 BELLEVUE WA 98007-6493 TEL: (425) 274-4444 FAX: (425) 274-4449 2 04-12-13 100% CONSTRUCTION DRAWINGS KSH VD 1 03-20-13 100% CONSTRUCTION DRAWINGS KSH VD 0 01-11-13 90% CONSTRUCTION DRAWINGS KSH VD REV. DATE REVISION DESCRIPTION DRAWN BY CHKD. BY rlt J�� DIA , 42710 3 4bisTEV' 44"91 'rA. O cq.' \�'' 1f . 4µ. JAN 282014 if )NA% !EXPIRES III2013 I PROJECT INFORMATION: NETWORK VISION MMBS LAUNCH McQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY JOB NO.: SE25XC333 DRAWN BY: KSH CHECKED BY: VD DATE: 03-20-13 SHEET TITLE: ENLARGED SITE PLAN SHEET NUMBER: REV.: OWNERSHIP OF DOCUMENTS: THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF REALCOM ASSOCIATES AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF REALCOM ASSOCIATES. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS UNLESS THEY HAVE THE APPROVAL OF THE LICENSED PROFESSIONAL IN WRITING. tc),ill' r • ./ 13'-6" GENERAL DYNAMICS WIRELESS SERVICES ,, /, 10 Ail 'F, smartlink 14432 SE EASTGATE WAY, SUITE 260 BELLEVUE WA 98007-6493 TEL: (425) 274-4444 FAX: (425) 274-4449 12'—O" 2 04-12-13 r`.-., KSH VD 1 03-20-13 100% CONSTRUCTION DRAWINGS KSH VD ' TELCO 90% CONSTRUCTION DRAWINGS KSH VD REV. DATE REVISION DESCRIPTIO DRAWN BY ELEC, .o� EXPIRES 4 4271Rio Fss%N� JAN 28.2014 E4G��. 71110 ram PROJECT INFORMATION: NETWORK VISION MMBS LAUNCH McQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY JOB NO.: SE25XC333 DRAWN BY: KSH CHECKED BY: VD DATE: 03-20-13 SHEET TITLE: ENLARGED EQUIPMENT PLANS SHEET NUMBER: i 5' —Q" 14 - 10'-0" O T -' O of ,- 4'-6" ; r 1 O — du UA Ou TN MN Iso ri 3p' �,v (V/ EXISTING EQUIPMENT PLAN 22"x34" SCALE: 1/4" =1'-0" 1 NOT USED 22"x34" SCALE: 1/4" =1'-0" 2 mime um 4Nom 2' 1' 0" 4' 11"x17" SCALE: 1/8"=1'-0" 11"x17" SCALE: 1/8"=1'-0" 4'2'1'O"um 4' KEYED NOTES: EXISTING ITEMS TO BE REMOVED FOR HOT SWAP 13'-6" E1 (E) SPRINT EQUIPMENT AREA 02 (E) SPRINT TELCO CABINET 03 (E) SPRINT PPC CABINET E4 (E) ICE BRIDGE 05 (E) 6'-0" CHAIN LINK FENCE O (E) SPRINT POWER CABINET TO BE REMOVED O (E) SPRINT MODCELL CABINET TO BE REMOVED 0 (E) SPRINT BBU CABINET TO BE REMOVED CDMA ANTENNA 3 TOTAL, 1 PER SECTOR POWER CABINET 1 BBU CABINET 0 CDMA- MODCELL CABINET 1 COAX CABLE 3 TOTAL, 1 PER SECTOR _ NOTES 1. CONTRACTOR TO OBTAIN A STRUCTURAL ANALYSIS AND SIGNED AND SEALED CONSTRUCTION DRAWINGS PRIOR TO CONSTRUCTION. 2. CONTRACTOR TO REPLACE ALL MISSING GROUND BARS AND GROUNDING CONNECTIONS AS REQUIRED. 12'-0" Og (E) PARKING LOT AREA (N) HYBRID ROUTE — roa 10 11 (E) SPRINT CABLE TRAY 4 1,3 / 4,5 O5 30 it TELCO 12 (N) SPRINT MMBS CABINET A-5 A-6 A-7 ELEC. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 15 2013 City of Tukwila BUILDING DIVISION v lib ..... 2:9_5 RECEIVED CITY OF TUKWILA JUL 0 1 2013 PERMIT CENTER N 1,2,4 4 ( ) SPRINT BATTERY CABINET 10 of 40� -, 5'— 2" �'� 13 A-6/ A-7 14 (E) COAX TO BE REMOVED o , 15 (E) SPRINT H -FRAME WITH (N) GPS O 0 ® 4' —4" r TN MN Iso 12 ^ 0 , iht v t th FINAL EQUIPMENT PLAN 22"x34° SCALE: 1/4" =1'-0" 3 PLAN KEY NOTES 4 4-' 2-1' 0" 4' 11"x17" SCALE: 1/8"=1'-0" OWNERSHIP OF DOCUMENTS: THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF REALCOM ASSOCIATES AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF REALCOM ASSOCIATES. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS UNLESS THEY HAVE THE APPROVAL OF THE LICENSED PROFESSIONAL IN WRITING. tc),ill' r • ./ 4111111, GENERAL DYNAMICS WIRELESS SERVICES ,, /, 10 Ail 'F, smartlink 14432 SE EASTGATE WAY, SUITE 260 BELLEVUE WA 98007-6493 TEL: (425) 274-4444 FAX: (425) 274-4449 2 04-12-13 100% CONSTRUCTION DRAWINGS KSH VD 1 03-20-13 100% CONSTRUCTION DRAWINGS KSH VD 0 01-11-13 90% CONSTRUCTION DRAWINGS KSH VD REV. DATE REVISION DESCRIPTIO DRAWN BY CHKD. BY .o� EXPIRES 4 4271Rio Fss%N� JAN 28.2014 E4G��. 71110 ram PROJECT INFORMATION: NETWORK VISION MMBS LAUNCH McQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY JOB NO.: SE25XC333 DRAWN BY: KSH CHECKED BY: VD DATE: 03-20-13 SHEET TITLE: ENLARGED EQUIPMENT PLANS SHEET NUMBER: REV.: OWNERSHIP OF DOCUMENTS: THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF REALCOM ASSOCIATES AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF REALCOM ASSOCIATES. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS UNLESS THEY HAVE THE APPROVAL OF THE LICENSED PROFESSIONAL IN WRITING. i i • r to> TN MN 7t4.1 30, ro (I 1l/ GENERAL DYNAMICS WIRELESS SERVICES EXISTING MOUNTING PLANES ANGLES ALPHA 345° BETA 90° GAMMA 200° 2 04-12-13 ° wAPPROVED - 'et � z REVIEWED FOR CODE COMPLIANCE JUL 15 2013 City of Tukwila BUILDING DIVISION VD .. �7. (E) 19"0 RADOME -.44# V TO BE REMOVED SPRINT CDMA ANTENNAS 100% CONSTRUCTION DRAWINGS h (E) (3) TOTAL, (1) PER SECTOR TO BE REMOVED 411*#11‘ "B" SECTOR ® 90° 0 (E) SPRINT CDMA ANTENNA j * , 1111 1111,0 90% CONSTRUCTION DRAWINGS KSH VD REV. DATE REVISION DESCRIPTION DRAWN BY CHKD. BY 441444 .,$ DIACb� 'it IG r SP 9-P s £JPI! JAN 28`201t T It li a271 °09 SS/ONA1..l Il PROJECT INFORMATION: NETWORK VISION MMBS LAUNCH McQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY JOB NO.: SE25XC333 DRAWN BY: KSH CHECKED BY: VD DATE: 03-20-13 SPRINT ANTENNA T- 1 REV.: (E) TRI -POD FRAME ATTACHED TO ROOF ry��� @ Q' °��4 TN MN c.) 7s z 30' pL �r 4 EXISTING ANTENNA PLAN 22"x34" SCALE: 3/8" = V-0"1 INTERIM ANTENNA PLAN (NOT USED) 22"x34" SCALE: 1/4" =1'-0" 2 mu imi 2' 1' 0" 2' 4' ' 2' 1' 0" 4' 11"x17"SCALE: 3/16"=1'-0" 11"x17" SCALE: 1/8"=1'-0" a z (N) SPRINT NV 1900MHz ANTENNA 1900 MHz EQUIPMENT RRU / HYBRID CABLE SCHEDULE SECTOR RRU MODEL RRU FREQUENCY HYBRID CABLE LENGTH HYBRID CABLE DIAMETER JUMPER SIZE JUMPER LENGTH RET LENGTH RET CABLE MANUFACTURER RET CABLE MODEL NUMBER 1. - L Q 1,4 ALPHA RRH-P4 (1)1900MHz 130' 0.98" 1/2" 5' 9.8' COMMSCOPE IRET AISGv2.0 BETA RRH-P4 (1)1900MHz 130' 0.98" 1/2" 5' 9.8' COMMSCOPE IRETAISGv2.0 • ^fr\‘‘ z z "Aith.... 10‘10 alW, A-5 A-7 N �, 8440 GAMMA RRH-P4 (1)1900MHz 130' 0.98" 1/2" 5' 9.8' COMMSCOPE iRET AISGv2.0 I NV ANTENNA SCHEDULE SECTOR ANTENNA FREQUENCY ANTENNA MFR. ANTENNA MODEL ANTENNA QUANTITY AZIMUTH RAD CENTER ANT. SIZE ELECT TILT MECH TILT ALPHA 1900 MHz RFS APXVRRI3-C-A20 1 (PER SECTOR) 0° 30'-0" 54.8" -0° N/A BETA 1900 MHz COMMSCOPE HBXX-9014DS-A2M 1 (PER SECTOR) 120° 30'-0" 50.9" -3° N/A GAMMA . 1900 MHz RFS APXVRRI3-C-A20 1 (PER SECTOR) 240° 30'-0" 54.8" -3° N/A (N) 38"RADOME VI n5 RECEIVED CITY OF TUKWILA JUL Q 1 2013 PERMIT CENTER `��'gr—o— BY OTHERS (N) SPRINT 1900MHz RRU UNIT Ni`PROVIDED TOTAL, (1) PER SECTOR)`��, (3) 1,4,5,6 /le `A�I� 3 N NTON# A-5 `r*: .4 ,, , lk ** SPRINT NV 1900MHz ANTENNA (N) 1,4 ,r, , (E) SPRINT ANTENNA TRI -POD FRAME ATTACHED TO ROOF WITH NEW UNI -STRUT BRACING FOR A-5 A-7 RRU'S (N) SPRINT •s; 1,4 NV 1900MHz 2,6 ANTENNA G( N .• • A-5 • NI, T �° NNq A-7 M T N N S° 30' r° (1 _� I4I 460 NOTES 1. STRUCTURAL ANALYSIS MUST BE PERFORMED ON ALL ROOFTOPS, FLAGPOLES AND TOWER SITES BEFORE INSTALLATION OF NEW ANTENNAS, NEW RRH's, & NEW CABINETS/TEMPORARY PLATFORM. STRUCTURAL ANALYSIS PROVIDED BY GENERAL DYNAMICS. 2. EXISTING ANTENNAS ARE CDMA UNLESS NOTED OTHERWISE. 3. NEW SPRINT ANTENNAS INCLUDE RESPECTIVE RRH's WHICH SHALL BE MOUNTED ON THE PIPE BEHIND THE ANTENNA SIMILAR TO THAT SHOWN ON DETAIL 1/A-5. 4. FIELD VERIFY EXISTING AZIMUTH BEFORE RELOCATING THE ANTENNA, IF REQUIRED. PRIOR APPROVAL FROM SPRINT TO BE GRANTED BEFORE RELOCATION OF ANTENNAS. 5. ALL AZIMUTHS ARE TO BE ESTABLISHED CLOCKWISE FROM THE TRUE NORTH HEADING. CONTRACTOR SHALL VERIFY NEW ANTENNA RAD CENTER AND ORIENTATIONS WITH SPRINT PCS PRIOR TO INSTALLATION OF ANTENNAS. PRIOR TO ATTACHING ANTENNAS AND MOUNTING SECTIONS, EXISTING TOWER AND TOWER FOUNDATION MUST BE ANALYZED BY A LICENSED STRUCTURAL ENGINEER TO VERIFY TOWER IS CAPABLE OF SUPPORTING THE NEW LOADS. [REFER TO STRUCTURAL CALCULATIONS TO ENSURE THAT THE TOWER IS CAPABLE OF SUPPORTING THE NEW LOADS. REFER TO STRUCTURAL ANALYSIS BY OTHERS. CONTRACTOR SHALL REFER TO TOWER STRUCTURAL CALCULATIONS FOR ADDITIONAL LOADS. NO ERECTION OR MODIFICATION OF TOWER SHALL BE MADE WITHOUT APPROVAL OF STRUCTURAL ENGINEER.] FINAL ANTENNA PLAN (HOT SWAP) 22"x34" SCALE: 1/4" =1'-0" 3 mol 2' 1' 0" 4' 11"x17" SCALE: 1/8"=1'-0"4-' OWNERSHIP OF DOCUMENTS: THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF REALCOM ASSOCIATES AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF REALCOM ASSOCIATES. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS UNLESS THEY HAVE THE APPROVAL OF THE LICENSED PROFESSIONAL IN WRITING. i i • r to> ofiliglig"! GENERAL DYNAMICS WIRELESS SERVICES ,, ,'ti ,/ smartlink 14432 SE EASTGATE WAY, SUITE 260 BELLEVUE WA 98007-6493 TEL: (425) 274-4444 FAX: (425) 274-4449 2 04-12-13 100% CONSTRUCTION DRAWINGS KSH VD 1 03-20-13 100% CONSTRUCTION DRAWINGS KSH VD 0 01-11-13 90% CONSTRUCTION DRAWINGS KSH VD REV. DATE REVISION DESCRIPTION DRAWN BY CHKD. BY EXPIRES 1,w .,$ DIACb� 'it IG r SP 9-P s £JPI! JAN 28`201t T It li a271 °09 SS/ONA1..l Il PROJECT INFORMATION: NETWORK VISION MMBS LAUNCH McQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY JOB NO.: SE25XC333 DRAWN BY: KSH CHECKED BY: VD DATE: 03-20-13 SHEET TITLE: ENLARGED ANTENNA PLANS (ALL SECTORS) SHEET NUMBER: REV.: .TOP OF (E) SPRINT CDMA ANTENNAS Y ELEV. 33'-0" AGL [� RAD CENTER OF (E) SPRINT CDMA ANTENNAS Y ELEV. 30'-0" AGL (E) BUILDING ROOF DECK IFF ELEV. 24'-8" AGL FINISH GRADE ELEV. 17'-0" REF. (E) SPRINT COAX ROUTE (E) SPRINT CDMA ANTENNAS (3) TOTAL, (1) PER SECTOR TO BE REMOVED FOR HOT -SWAP (E) RADOME TO BE REMOVED (E) BUILDING PAINT NOTES PAINT NOTES: 1. (N) SPRINT EXPOSED ANTENNAS AND MOUNTING HARDWARE TO BE PAINTED TO MATCH (E) SITE CONDITIONS PER EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. 2. (N) SPRINT EXPOSED ANTENNA SUPPORT EQUIPMENT AND MOUNTING HARDWARE TO BE PAINTED TO MATCH (E) SITE CONDITIONS PER EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. 1 NOTES 1. FINAL ANTENNA CONFIGURATION SHOWN ON THIS PLAN -. SEE ANTENNA PLAN SHEETS FOR EXISTING AND TEMPORARY INTERIM CONFIGURATION. 2. EXISTING TOWER INVENTORY PROVIDED BY OTHERS. 3. ALL (N) ANTENNA, RRU, AND CABLING WORK SHALL NOT COMMENCE UNTIL A SIGNED AND SEALED STRUCTURAL TOWER/POLE, SPRINT PLATFORM AND FOUNDATION REPORT IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES MATCHING THE DESIGN DEPICTED ON THESE DRAWINGS HAS BEEN PROVIDED. 4. ALL (E) SPRINT COAX CABLES AND ANTENNAS ARE TO BE REMOVED FROM THE SITE. 5. IF PRESENT, ALL (E) CLEARWIRE ANTENNAS, MICROWAVE DISHES AND COAX CABLES TO REMAIN. 6. (N) SPRINT NV ANTENNAS ARE TO BE INSTALLED SO THAT THE TOP OF THE (N) ANTENNA ALIGNS WITH THE TOP OF THE (E) SPRINT CDMA ANTENNAS THAT ARE TO BE REMOVED. (N) SPRINT NV 1900MHz ANTENNA (3) TOTAL, (1) PER SECTOR di IF OF (N) SPRINT NV ANTENNAS Y ELEV. 34'-10" AGL 4(6 RAD CENTER OF (N) SPRINT NV ANTENNAS IP ELEV. 30'-0" AGL (E) BUILDING ROOF DECK ELEV. 24'-8" AGL (N) SPRINT HYBRID ROUTE . diFINISH GRADE ELEV. 17'-0" REF. (N) 38" RADOME PROVIDED BY OTHERS (N) SPRINT 1900MHz RRU UNIT (3) TOTAL, (1) PER SECTOR) 1,4,5,6 (E) BUILDING A-5 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 1.5 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 01 2013 PERMIT CENTER EXISTING SOUTH ELEVATION 22"x34" SCALE: 1/8" =1'-0" 11"x17" SCALE: 1/16" =1'-0" . IN IN IN ... 8' 6' 4' 2' 0" 8' 'I NEW SOUTH ELEVATION 22"x34" SCALE: 1/8" = 1'-0" 11"x17" SCALE: 1/16" =1'-0" MI MI 1111 INI 8' 6' 4' 2' 0" 8' 2 OWNERSHIP OF DOCUMENTS: THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF REALCOM ASSOCIATES AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF REALCOM ASSOCIATES. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS UNLESS THEY HAVE THE APPROVAL OF THE LICENSED PROFESSIONAL IN WRITING. • giv\y/ ir L/fr 41111111* GENERAL DYNAMIC S WIRELESS SERVICES te ,' #/ smartlink 14432 SE EASTGATE WAY, SUITE 260 BELLEVUE WA 98007-6493 TEL: (425) 274-4444 FAX: (425) 274-4449 2 04-12-13 100% CONSTRUCTION DRAWINGS KSH VD 1 03-20-13 100% CONSTRUCTION DRAWINGS KSH VD 0 01-11-13 90% CONSTRUCTION DRAWINGS KSH VD REV. DATE REVISION DESCRIPTI DRAWN BY CHKD. BY .off j,4 �1 OF AS '44, it 42710 % �'psTER 4sss/DNALE�GN U i :- 44' li/i/i, Fj, 41112.6' 264. 4 I EXPIRES LI mi.} I PROJECT INFORMATION: NETWORK VISION MMBS LAUNCH McQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY JOB NO.: SE25XC333 DRAWN BY: KSH CHECKED BY: VD DATE: 03-20-13 SHEET TITLE: EXISTING AND NEW SOUTH ELEVATIONS SHEET NUMBER: REV.: OWNERSHIP OF DOCUMENTS: THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF REALCOM ASSOCIATES AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF REALCOM ASSOCIATES. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS UNLESS THEY HAVE THE APPROVAL OF THE LICENSED PROFESSIONAL IN WRITING. • t\iii. S 0 r RECTIFIER GENERAL DYNAMICS WIRELESS SERVICES RF -ANTENNA UADU ii/ 2 04-12-13 100% CONSTRUCTION DRAWINGS KSH VD 1 03-20-13 100% CONSTRUCTION DRAWINGS KSH VD 0 01-11-13 90% CONSTRUCTION DRAWINGS KSH VD REV. DATE REVISION DESCRIPTION DRAWN BY CHKD. BY "042710 �O \.0 DI • cry, �FGrsTER� �'`sS/ONALOG i i JAN 2.610/1 15 IEXPIRES II ' LD1' I NOTES: 1. NEW ANTENNA TO BE MOUNTED TO 3"- (NOM) SCH 40 PIPE MAST. CONTRACTOR TO VERIFY PIPE MAST SIZE AND SCHEDULE AND UPGRADE IF REQUIRED. 2. PROVIDE CROSSOVER PLATE KIT BY SITE PRO 1 OR APPROVED EQUAL, SIZE AS REQUIRED. 3. ANTENNA AND RRU CABLING TO BE CONNECTED PER RF DATA SHEET, PROVIDED BY RF ENGINEER. 4. SPRINT GC TO FIELD VERIFY EXISTING CONDITIONS CLAMP (SHALL BE SOFT) JOB NO.: SE25XC333 u SHALL SOLIDLY BIND TERMINATION CLOSURE TWO POINTS SHALL BE FIXED BEFORE RRU DATE: 03-20-13 SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: REV.: i ---- - 5) CPRI CABLE • 6) 1 RET CABLE �� II 4) POWER CABLE FO (I 1111 OF TRI -POD MOUNTING HARDWARE PRIOR TO - NOTIFY ENGINEER OF ANY ORDERING OR TDISCRE DISCALLING NEW REPANCIES. �C� `C�j�.mi <� ii III* CONNECTION CLOSURE AND ROLLED CABLE TOUCH WITH ROOF STRUCTURES OR OTABLE SHALL BE PLACED NOT HER MATERIALS. BENDING RADIUS OF ROLLED CABLE SHALL BE LARGER THAN A 0 ° 1 AN- 2 ° AN- 3 ° CLAMP REQUIREMENTS OF SPECIFIC PRODUCT.1 DETAIL 'U 3) RRH-P4 GROUND 4 v 7) RF CABLE CABLE "• • MGB FEEDER (GROUND LINE OR LINE GROUND CABLE KIT/7/8 IN FEEDER MORE) rr4 • • • •: • • TGB - 1) MGB GROUND CABLE TGB AND OF THE GROUND 7/8 IN. •f 2) TGB GROUND CABLE KIT ARE USED IN CASE _ FEEDER LINE OR MORE I• 1-. Ems "�'' fig/ y^ d j' / E/V s I ING I RI-, �.,t) i,�t t. lam. y. NEW MOUNTING HARDWARE r I I' ell 1 1111114114\111 4‘14141%.1,1.%,WITH ` II �� 1 1 I NEW 38" DIAMETER BY OTHERS NEW 2-3/8" OD ANTENNA -NN MOUNTING PIPE NEW SST TOWER STANDOFF ANDREW TYPE SST -34 COAX BLOCK SUPPORT TO ANTENNA MOUNT PIPE OR MOUNT BLOCKS NEW RET CABLE NEW JUMPER CABLE RADOME �... . ��`� `.III �`.. `... `� y----- - ______ . �`� ,�.1 �I•�I-- �i `. ��. _ ■ - _i-vl --�-'��` + ( " ill FA -- - MOUNTING PIPE (SEE NOTE 1) NEW PANEL ANTENNA NEW PIPE MOUNT HARDWARE. CONTRACTOR SHALL USE ADEQUATE ADEQUATE HARDWARE THAT FITS WITH AN EXISTING FRAME. NEW HYBRID FREQUENCY CABLE NEW HYBRID BREAKOUT UNIT. CONTRACTOR SHALL MOUNT WITH ADEQUATE HARDWARE TO EXISTING FRAME. (TYP OF 1 PER SECTOR) NEW JUMPER (TYP) 11.E i IN��N�1"1:;11`J4 Fz,e(��L°SAMSUNG NEW 4" STAINLESS STEEL 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE NOT USED 3 22"x34" 11 SCALE: "x17" SCALE: NOT TO SCALE NOT TO SCALE SAMSUNG MMBS WIRING DIAGRAM 4 TECHNOLOGY REQUIREMENTS PER RRU PROPOSED SAMSUNG -r—" — MOUNTING C 1 0 0 • 0 0 A P A BRACKET AND ° ° _ HARDWARE PROPOSED �� 2" DIA. _1 - MOUNTING NEW STAINLESS STEEL HANGER --� _�� ��+1 - // / -��► I " ��. Ark �' D CLAMP, ANDREW PART #31670-3 OR AN APPROVED EQUAL (TYP OF 2 PER BREAKOUT UNIT} NEW 1900MHz RRU o o i__[ L1 0 0 MOUNTING PIPE C9 BRACKET AND m � O ° HARDWARE } 71---- z w _ I co — 0 U w u.i ° W Et _Z w �` "� W — Et n NEW UNISTRUT BRACING SUPPORT FOR RRU TO SPAN FROM (E) TRIPOD LEG TO (E) TRIPOD LEG. CONNECT TO (E) LEG REQUIRED. SPRINT'S GENERAL TO VERIFY LENGTHIOR ° — —et a _ _ — a __ \NTRACTOR TO CONSTRUCTION ° ° , ' E TOP VIEW C�� LEFT 2" DIA. MOUNTING PIPE SIDE VEW FRONT Id VIEW 2" DIA. MOUNTING PIPE Mali f(E)ROOFTOP PP"— G SUPPORT CABLE NEW HYBRID FANOUT CABLE FROM NEW RF CABINET (TYP OF 1 PER SECTOR) SUPPORT BY HOISTING GRIP EVERY 200' HYBRID WITHIN 12" OF BREAKOUT UNIT 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE RRU POLE INSTALLATION DETAIL 5 1'-1 3/4" IOPTIC PORT ANTENNA PORTS _ a' ' ' I ' ' 'P 22"x34" SCALE: NOT TO SCALE STAND-OFF DETAIL 11"x17" SCALE: NOT TO SCALE 1900MHz ANTENNA DETAIL ° = O — FOR REVIEWED GPS-TMR-HR-26NCM UNIT MINIMUM OF 75% OR 270° IN ANYOBSTRUCTIONS GPS CC1DE COMPLIANCE ° ° APPROVED I ° 0o 0 ° :o( ° ° ° ° 00 0 i�• �►14 rit IP GPS-TMG-LMNT ANTENNA MOUNT DIRECTION ATTACHED TO 1" DIAMETER PIPE MUST BE BELOW 5° °JUL152013 M o ANT 0 ANT 1 ANT 2 ANT 3 •' r ° City of Tukwila GROUND 41b 7115 1 BUILDING DIVISION O _ • LI 0 LJ 1-J Li `�% � �► 1" DIA (SCH 40) STAINLESS STEEL OF GALV PIPE } _ — ° o -r tr t NOTES: ° ° ° ° ° _ _,,DIMENSIONS HxWxD: 350x605x228mm POWER RET (13.8"x23.8"x9) PORT PORT WEIGHT: 65LBS 0 1. THE GPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD 1", SCH. 40, GALVANIZED STEEL OF STAINLESS STEEL PIPE. THE PIPE MUST NOT BE THREADED AT THE ANTENNA MOUNT END. THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH (MIN. OF 18", 8'-0" IF MOUNTING TO NEW MMBS-BBU) USING A HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND (MIN. OF 18", 8'-0" IF MOUNTING TO NEW MMBS-BBU) USING A HAND OR ROTARY PIPE CUTTER TO ASSURE A„-- SMOOTH AND PERPENDICULAR CUT. A HACK SAW SHALL NOT BE USED. THE CUT PIPE END SHALL BE DEBURRED. 2. IT IS CRITICAL THAT THE GPS ANTENNA IS MOUNTED SUCH THAT IT IS WITHIN 2 DEGREES OF VERTICAL AND THE BASE OF THE ANTENNA IS WITHIN 2° OF LEVEL.RECEIVED 3. DO NOT SWEEP TEST GPS ANTENNA 4. ATTACH GPS MOUNTING PIPE TO NEW MMBS-BBU USING (4) 8MMx15MM SS BOLTS AND (4) 1” PIPE STRAPS. GPS TO BE MOUNTED A MIN. OF 2'-0" ABOVE MMBS-BBU CABINET. 2 ? I=1=1 )LJ MOUNTING TABS, TYP. FGND O IBlCZ7 0 07 ■ ° 3 ° ° ° ° I. I� CITY OF TUKWILA JUL 0 1 2013 g Q Q U IV o 0 PERMIT CENTER „_ 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE GPS UNIT PIPE MOUNT & REQUIREMENTS 12 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 1900 MHZ RRH-P4 MECHANICAL SPECIFICATIONS 6 OWNERSHIP OF DOCUMENTS: THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF REALCOM ASSOCIATES AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF REALCOM ASSOCIATES. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS UNLESS THEY HAVE THE APPROVAL OF THE LICENSED PROFESSIONAL IN WRITING. • t\iii. S 0 r GENERAL DYNAMICS WIRELESS SERVICES I, �'Al A. smartlink 14432 SE EASTGATE WAY, SUITE 260 BELLEVUE WA 98007-6493 TEL: (425) 274-4444 FAX: (425) 274-4449 2 04-12-13 100% CONSTRUCTION DRAWINGS KSH VD 1 03-20-13 100% CONSTRUCTION DRAWINGS KSH VD 0 01-11-13 90% CONSTRUCTION DRAWINGS KSH VD REV. DATE REVISION DESCRIPTION DRAWN BY CHKD. BY "042710 �O \.0 DI • cry, �FGrsTER� �'`sS/ONALOG i i JAN 2.610/1 15 IEXPIRES II ' LD1' I PROJECT INFORMATION: NETWORK VISION MMBS LAUNCH McQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY JOB NO.: SE25XC333 DRAWN BY: KSH CHECKED BY: VD DATE: 03-20-13 SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: REV.: OWNERSHIP OF DOCUMENTS: THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF REALCOM ASSOCIATES AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF REALCOM ASSOCIATES. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS UNLESS THEY HAVE THE APPROVAL OF THE LICENSED PROFESSIONAL IN WRITING. Sprint GENERAL DYNAMICS WIRELESS SERVICES S nartlink 14432 SE EASTGATE WAY, SUITE 260 BELLEVUE WA 98007-6493 TEL: (425) 274-4444 FAX: (425) 274-4449 MEOW 2 04-12-13 100% CONSTRUCTION DRAWINGS KSH VD 03-20-13 100% CONSTRUCTION DRAWINGS KSH VD 0 01-11-13 90% CONSTRUCTION DRAWINGS KSH VD REV. DATE REVISION DESCRIPTION DRAWN BY CHKD. BY EXPIRES PROJECT INFORMATION: NETWORK VISION MMBS LAUNCH McQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY JOB NO.: SE25XC333 DRAWN BY: KSH CHECKED BY: VD DATE: 03-20-13 SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: A-6 REV.: 1'-6" 2'-4" 21-4" 3" MIN 36" MAX ITEM SPECIFICATIONS CAPACITY MAX. 4 BATTERY STRINGS FRONT VIEW AIR-CONDITIONER/COOLING COOLING WITH FAN FOR EMERGENCY MODE (MCLEAN T20 HVAC) AC INPUT CIRCUIT BREAKER U 2 Z O g 8 C 24.4" C C 24.4"SIZE SOUND LEVEL 65BA @1.5m �� 71(H) x 41.25(D) x 27.6(W) INCH 1800(H) x 1048(D) x BATTERY BREAKER #4 — 4TH BATTERY CABINET ` N O WEIGHT 370 LBS BATTERY BREAKER #3 i -L 1 PER BATTERY STRING WEIGHT 529 LBS — 3RD BATTERY t NEW BBU CABINET NEW MMBS CABINET N w U z o co N I I I I I I I— o I N C NARADA 190AH (12NDT190) BATTERY BREAKER #2 BATTERY AGM TYPE (VRLA) — AC POWER 220VAC, 3.5AMP TYP. 14.4AMP STARTING BATTERY BREAKER #1 BATTERY CABLE TERMINAL 2ND BATTERY DC POWER 10A MAX @48DVC Q, �d------- ----- —I, GROUND BAR CABLE ENTRANCE 1'I 1ST BATTERY ^f i I ,p �O 0 i Ocb i BOLT HOLE (TYP) ANCHOR BOLT LAYOUT i p o ///// /i% h• 1.\'• �' ii i1 i p o ////// I i ,. ,,` 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE MMBS & BBU TYPICAL LAYOUT 1 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE BBU CABINET 2 3'-5" (.12'-7" 2'-3" 3'_0" REVIEWED FOR COMPLIANCE CODE APPROVED JUL 15 2013a l a n - 0 0 0 -{ 0 'Pi I-- \ \ 2'-8" 2'-8" / FOR EQUIPMEt City of Tukwila BUILDING o . o 0 0 0 o 0 0 0 0 .. 8 0 0 0 0 0 0 0 0 0 0 0 0 0 800 o . 0 0 o 0 0 0 0 c 8 o 00 0 0 0 o ) - ' ' ' ° 31-4" TOP VIEW ' C 000 O 0 0 o 0 o 1 .. .. .. 0 _ — -� — 8 0 S B 0- -o o 0 1 0 • C dOd bid =\ O cn O O O o o '`w e--, - - 0 1 0 U11 \L O 0 0 0 ,n d C B J M m W0 0 - 0 0 0 0 0 t r C_ I eyod Moe . 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O O r . o `ter _ 2'-3" 2'-5" 2'-5" o 000500 o o _ • - o o c VIEW SIDE VIEW SECTION A 'I, II! - o 0 L'''..FRONT 2'-3" /J15 HEX HEAD STOPPING PLUGS 2" 1'-10" 2" 2'-5" 2'-3" 2-3 �� _._2 BACK VIEW — SIDE VIEW FRONT VIEW ( I' YI 000.000.00 000.0.00°• �J_ CI I �� 11" - 465.1 19" MOUNTING = N TOP WITH LIFTING LUGS p r CV — _ oo II 1 L. 0 O O O .NI.:' le E _.,■, - 0 O0 . \O 0 0 0 V1 2-1 SECTION B BOTTOM VIEW TOP VIEW I2'-2" RECEIVED CITY OF TUKWILA 2'-5" BOTTOM VIEW MMBS EQUIPMENT WEIGHT & DIMENSIONS BBU EQUIPMENT WEIGHT & DIMENSIONS BBU CABINET 1800x700x1018(820)mm/70.8in x 29.5in x 40.1(37.0)in JUL 0 1 2013 1800x700x1018(820)mm/70.8in x 29.5in x 40 1(37.0)in BBU CABINET 168kg (370Ibs) W/O BATTERY 1136kg WITH BATTERY 251kg (553Ibs) W/O DU SHELF 300kg W/4 DU SHELF PERMIT CENTER 22"x34" SCALE: NOT TO SCALE MMBS MECHANCIAL SPECIFICATIONS 11"x17" SCALE: NOT TO SCALE 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE BBU MECHANCIAL SPECIFICATIONS 4 OWNERSHIP OF DOCUMENTS: THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF REALCOM ASSOCIATES AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF REALCOM ASSOCIATES. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS UNLESS THEY HAVE THE APPROVAL OF THE LICENSED PROFESSIONAL IN WRITING. Sprint GENERAL DYNAMICS WIRELESS SERVICES S nartlink 14432 SE EASTGATE WAY, SUITE 260 BELLEVUE WA 98007-6493 TEL: (425) 274-4444 FAX: (425) 274-4449 MEOW 2 04-12-13 100% CONSTRUCTION DRAWINGS KSH VD 03-20-13 100% CONSTRUCTION DRAWINGS KSH VD 0 01-11-13 90% CONSTRUCTION DRAWINGS KSH VD REV. DATE REVISION DESCRIPTION DRAWN BY CHKD. BY EXPIRES PROJECT INFORMATION: NETWORK VISION MMBS LAUNCH McQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY JOB NO.: SE25XC333 DRAWN BY: KSH CHECKED BY: VD DATE: 03-20-13 SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: A-6 REV.: OWNERSHIP OF DOCUMENTS: THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF REALCOM ASSOCIATES AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF REALCOM ASSOCIATES. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS UNLESS THEY HAVE THE APPROVAL OF THE LICENSED PROFESSIONAL IN WRITING. Spri nta GENERAL DYNAMICS WIRELESS SERVICES S i 14432 SE EASTGATE WAY, SUITE 260 BELLEVUE WA 98007-6493 TEL: (425) 274-4444 FAX: (425) 274-4449 2 04-12-13 100% CONSTRUCTION DRAWINGS KSH VD 1 03-20-13 100% CONSTRUCTION DRAWINGS KSH VD 0 01-11-13 90% CONSTRUCTION DRAWINGS KSH VD REV. DATE REVISION DESCRIPTBY DRAWN CHKD. BY JAN26 2014 PROJECT INFORMATION: NETWORK VISION MMBS LAUNCH McQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY JOB NO.: SE25XC333 DRAWN BY: KSH CHECKED BY: VD DATE: 03-20-13 SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: REV.: A-7 2 BOLT HEX M12 X 110 --s.-,, , BOLT HEX M12 X 110 MANUFACTURER: COMMSCOPE MODEL: HBXX-9014DS-A2M WEIGHT: 29.76 LBS DIMENSIONS: 50.9" X 12.0" X 6.5" FREQUENCY: REFER TO RF DATA SHEET MANUFACTURER: RFS MODEL: APXVRRI3-C-A20 WEIGHT: 39.5 LBS DIMENSIONS: 54.8" X 13.8" X 4.3" FREQUENCY: REFER TO RF DATA SHEET ANCHOR SCHEDULE �� T. d% � __ - _ j / / , o �, (( i� - I �� ,� / 0 .j/ .1, ° r c(,`)>LLI �» (N) ANTENNA BOLT DIA. HOLE DIA. "E" EMBEDMENT 3/8" 3/8" 2" 12.0" 4" 6.5" 1/2" 1/2" 3" 4" 13.8" MAX 4.3" 5/8" 5/8" 3 1/8" 12.0" MAX 3/4" 3/4" 3 3/4" \ ...��—mac 13.8" Lu J CO = W EXISTING CONC. W ' EQUIPMENT CABINET HILTI KWIK BOLT -TZ USE S.S. KB -TZ FOR OUTDOOR APPLICATION �, —ter �r ISI o �r TOP ♦ � TOP 12.0" 13.8" c0 00 SLAB ' PIPE MOUNT ° ° e ' '. � '4 ° 4 v ,n tG RF CONNECTOR, TYP ma E= BOTTOM III ,� RF CONNECTOR, TYP 4 a d ° d;. .° .4��K ° ��� SCREW HEX M12 X 110 I``'-� /REMOTE „. - ELECTRICAL DOWNTILT ACTUATOR,TYP BOTTOM BOTTOM NOTES: MI RF CONNECTOR,TYP REMOTE ELECTRICAL FRONT II MI SIDE RF CONNECTOR, TYP REMOTE ELECTRICAL FRONT " SIDE 1. THE CONTRACTOR SHALL ACCURATELY LOCATE ALL EXISTING REINFORCING BY X-RAY OR EQUIVALENT METHODS. NO REBAR OR TENDONS SHALL BE CUT. ALL EXPENSES RELATED TO REPAIR OR CUT REBAR OR TENDONS SHALL BE ENTIRELY AT THE EXPENSE OF THE CONTRACTOR. 2. SPECIAL INSPECTION IS REQUIRED FOR (HILTI KWIK BOLT -TZ PER ESR -1917) CONCRETE EXPANSION ANCHORS AGAINST SEISMIC. 3. INSTALLATION OF WEDGE ANCHORS IN MASONRY IS NOT ALLOWED. 4. VERIFY WITH CABINET MANUFACTURER FOR MOUNTING HOLE LOCATIONS. _ I WASHER FLAT M12 ?' DOWNTILT ACTUATOR, TYP DOWNTILT ACTUATOR, TYP ANTENNA INFORMATION PULLED FROM PRELIMINARY PRODUCT DATA SHEET ANTENNA INFORMATION PULLED FROM PRELIMINARY PRODUCT DATA SHEET WASHER SPRING M12 BEAM TILT ASSEMBLY MANUFACTURER: RFS MODEL: AMP40-2 MOUNTING KIT WEIGHT: 7.5 LBS 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE ANTENNA DETAIL 1 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE ANTENNA DETAIL 2 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE RFS MOUNTING KIT ��, 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE CABINET ANCHOR DETAIL Lj. REVIEIIVED FOR CODE COMPLIANCE APPROVED JUL 15 2013 City of Tukwila BUILDING DIVISION MANUFACTURER: COMMSCOPE MODEL: 600899A-2 WEIGHT: 8.49 LBS (N) ANTENNA PIPE MOUNT .� ■11 �I Piaui� EQUIPMENT MANUFACTURER'S '�� !' ' — ��' `� J� �1 R, vi \\ �\ �\\,\\ TO ,- 01 til ;t;i 1111 4110 BE INSTALLED SPECIFICAITONS - "----''� 00/11111 I PER -, �` /���� I ® l =SIIme , ►j'` ,'' \\ G \ i i r / i�ll�r�! , � `� 111 Now 1 air I dp !!' � S66M BLOCK FOR UDA GPS SURGE ARRESTOR / \ / 42, 1.2 ° c Ens MI ® ® DROOM BATTERY #1 BATTERY #0 COMSEAL _ 'ggii-=a RRH GAMMA AC/GROUND -MARKER:ROXTEC -P/N:COMSEAL 16/16 / \ RRH BETA PORT LAYOUT DETAIL RRH ALPHA I I l lel lel I ENLARGED TO SHOW NOTES ��,,'� ��� . ��� MI •.-.-,,,II BEAM TILT ASSEMBLY i " •- ~� O UDA OR BH CABLE �� GPS CABLE MUDROOM DETAIL ENLARGED TO SHOW NOTES 0 NEW MMBS-BBU CABINET O 0 /1 NEW MMES-BBU CABINET 22"x34" SCALE: NOT TO SCALE „ COMMSCOPE MOUNTING KIT1 6 11 x17 SCALE: NOT TO SCALE 22"x34" SCALE: NOT TO SCALE ., NOT USED 11 x17 SCALE: NOT TO SCALE 7 0,00"1" 70.01205 RECEIVEDCITY OF TUKWILA JUL 0 1 2013 PERMIT CENTER 2" LB HOUSING INTO MUDROOM 0 ] ❑ 2" HEAVY WALL COUPLING 0 o o MUDROOM 2" SEAL TITE STRAIGHT CONNECTOR 0 2" SEAL TITE FLEXIBLE CONDUIT TO NEW EQUIPMENT o o n o o o n o 2" SEAL TITE CON ECTORSTRAIGHT g 2" LIQUID TIGHT CONDUIT4/040 FOR HYBRID CABLE P/N #8436 i - 0 0 EQUIPMENT PAD ji u 2" HEAVY WALL CONDUIT COUPLING - ..r EQUIPMENT PAD 5 REAR VIEW 2" SCH 80 PVC FROM INTO MUDROOM SIDE VIEW TELCO BOX 2" HEAVY WALL CONDUIT 22 x341 SCALE: NOT TO SCALE HYBRID AND TELCO LINE SUPPORT DETAIL 11 x17 SCALE: NOT TO SCALE 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE NOT USED $ 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE NOT USED 1 9 OWNERSHIP OF DOCUMENTS: THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF REALCOM ASSOCIATES AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF REALCOM ASSOCIATES. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS UNLESS THEY HAVE THE APPROVAL OF THE LICENSED PROFESSIONAL IN WRITING. Spri nta GENERAL DYNAMICS WIRELESS SERVICES S i 14432 SE EASTGATE WAY, SUITE 260 BELLEVUE WA 98007-6493 TEL: (425) 274-4444 FAX: (425) 274-4449 2 04-12-13 100% CONSTRUCTION DRAWINGS KSH VD 1 03-20-13 100% CONSTRUCTION DRAWINGS KSH VD 0 01-11-13 90% CONSTRUCTION DRAWINGS KSH VD REV. DATE REVISION DESCRIPTBY DRAWN CHKD. BY JAN26 2014 PROJECT INFORMATION: NETWORK VISION MMBS LAUNCH McQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY JOB NO.: SE25XC333 DRAWN BY: KSH CHECKED BY: VD DATE: 03-20-13 SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: REV.: A-7 2 TYPICAL HYBRID CABLE COLOR CODE SECTOR FIRST RING SECOND RING THIRD RING A GREEN NO TAPE NO TAPE B GREEN GREEN NO TAPE G GREEN GREEN GREEN FREQUENCY COLOR CODE FOR PAIRS AND FIBER CABLES OF HYBRID CABLE FREQUENCY COLOR CODE FIRST RING SECOND RING 800 MHz YELLOW GREEN 1900 MHz YELLOW RED TYPICAL JUMPER CABLE COLOR CODE FREQUENCY ANTENNA PORT RRU PORT CABLE COLOR 800 MHz RET RET N/A 800 MHz +45° ANT 1 WHITE 800 MHz -45° ANT 0 BLUE 1900 MHz PCS1 -45° ANT 0 BLUE PCS1 +45° ANT 1 WHITE PCS2 -45° ANT 2 GREEN PCS2 +45° ANT 3 BROWN RET RET RED SUPPLIER SAMSUNG FIBEROPTICS ASIA TAI TYPE LENGTH TOTAL WEIGHT WEIGHT/LF TOTAL WEIGHT WEIGHT/LF (FT) (KG) (LBS) (KG) (LBS) (KG) (LBS) (KG) (LBS) TYPE 1 60 13 28 0.2 0.5 19 41 0.3 0.7 75 16 35 0.2 0.5 22 49 0.3 0.7 90 19 42 0.2 0.5 26 57 0.3 0.7 TYPE 2 105 30 66 0.3 0.6 29 65 0.3 0.7 120 34 75 0.3 0.6 33 73 0.3 0.7 135 38 85 0.3 0.6 46 101 0.3 0.7 150 43 94 0.3 0.6 51 112 0.3 0.7 165 47 104 0.3 0.6 55 122 0.3 0.7 TYPE 3 180 69 151 0.4 0.8 72 160 0.3 0.7 195 75 164 0.4 0.8 78 173 0.3 0.7 210 80 177 0.4 0.8 85 187 '0.3 0.7 TYPE 4 225 89 196 0.4 0.9 102 224 0.3 0.7 240 95 209 0.4 0.9 109 239 0.3 0.7 255 101 222 0.4 0.9 115 254 0.3 0.7 TYPE 5 270 133 293 0.5 1.1 122 270 0.3 0.7 285 141 310 0.5 1.1 152 335 0.3 0.7 300 148 326 0.5 1.1 160 353 0.3 0.7 315 155 342 0.5 1.1 168 371 0.3 0.7 330 163 359 0.5 1.1 176 388 0.3 0.7 SUPPLIER TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 TYPE 7 TOTAL LENGTH -114'-9.95" -180'-5.35" -213'-3.05" -262'-5.60" -328'-1" -420'-0" -550'-0" HYBRID POWER CABLE CONFIGURATION AWG 10 1 PAIR, AWG 12 3 PAIR AWG 8 1 PAIR, AWG 10 3 PAIR AWG 6 1 PAIR, AWG 8 1 PAIR, AWG 10 2 PAIR AWG 6 1 PAIR, AWG 8 3 PAIR AWG 4 1 PAIR, AWG 6 1 PAIR, AWG 8 2 PAIR AWG 4 1 PAIR, AWG 6 3 PAIR AWG 2 1 PAIR, AWG 4 3 PAIR CABLE DIAMETER 0.98" 1.06" 1.18" 1.18"/1.25" 1.25" 1.56" 1.69" BENDING RADIUS 11.81" 12.99" 15.35" 17.71" 17.71" 18.00"/30.00" 21.00"/35.00" OPTIC CABLE LC/PC-to-LC/PC, SINGLE MODE DU CABINET (POWER CABLE TERMINAL MAX SIZE AWG 4) 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE RRU POWER CABLE SPEC AWG 8, 0.57"-0.60" AWG 10, 0.45"-0.48" 8 AWG CABLES 4 PAIRS NON USE POWER AND OPTIC CABLE PROTECTION 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE DATE: 03-20-13 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE SUPPLIER TESSCO TYPE LENGTH TOTAL WEIGHT (FT) (KG) (LBS) TYPE 6 1 0.73 1.6 1000 732 1613 420 402 887 TYPE 7 1 1 2.2 1000 1006 2218 550 553 1220 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 15 2013 City of Tukwila BUILDING DIVISION HYBRID AND JUMPER CABLES COLOR CODING 1 HYBRID CABLE TYPE 2 (4) PAIR COPPER TO RRU (6) FIBER CABLES (4) PAIR COPPER TO CABINET (6) FIBER CABLES II 11 II 2" TAPE FIRST RING tigglirl` I JrrjL.0 c Irmrc JG�,vrvu RIM,I Jrr+�.G c Irsrc I nIRV 1-1.1111‘.2_ G ...71-/-1,-+GOGi VYLLIV `_ L InrL 1 11\V I 1,1111‘._� L II1r L 1..71,../1111./I.IIVV ..- .n HYBRID COLOR CODE HYBRID �� !_ BETWEEN RINGS (IF APPLICABLE PER SECTOR) __ BETWEEN RINGS (IF APPLICABLE PER SECTOR) _ HYBRID CABLE COLOR CODE AND FREQUENCY COLOR CODE FREQUENCY COLOR CODE FREQUENCY COLOR CODE S II 11 HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAIL) II II Th' II 2" SPACE FROM END IF BREAK-OUT CYLINDER 2" TAPE RING 1" SPACE 2" TAPE RING 1" SPACE 2" TAPE RING FIRST RING BETWEEN RINGS SECOND RING (IF APPLICABLE PER SECTOR) BETWEEN RINGS THIRD RING (IF APPLICABLE PER SECTOR) FREQUENCY COLOR CODE TAPE (SEE TABLE FOR DETAIL) NO SPACE BETWEEN CABLE G I HPE rirso I RING tigglirl` I SPACE L TArG JG.+VIVV RIIVV AND FREQUENCY COLOR CODE 3/4" TAPE , JrnVG c I nrG II IIRV fl, 11\1,.. L 'Jr IIVL YL I VV I-LI`4 COLOR 3/4" TAPE SECOND RING L I/lr I_ I II.V I I.119V ��. L Ifl1 L VLV VI.✓ I.IIYV HYBRID COLOR CODE .► ►�. BETWEEN RINGS (IF APPLICABLE PER SECTOR) ►--ter ��. BETWEEN RINGS (IF APPLICABLE PER SECTOR) .► HYBRID CABLE COLOR CODE AND FREQUENCY COLOR CODE ►� FREQUENCY COLOR CODE FREQUENCY COLOR CODE s � s�- s�� s v 2" SPACE FROM END OF BREAK-OUT CYLINDER 2" TAPE RING FIRST RING HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAIL) NOTE: 1. ALL CABLES SHALL BE MARKED AT THE TOP AND BOTTOM WITH 2" COLORED TAPE OR STENCIL TAG. COLOR TAPE SHALL BE OBTAINED FROM GRAYBAR ELECTRIC. 2. THE FIRST RING SHALL BE CLOSEST TO THE END OF THE CABLE AND SPACED APPROXIMATELY 2" FROM AN END CONNECTOR, WEATHERPROOFING, OR BREAK-OUT CYLINDER, WITH 1" SPACE BETWEEN EACH RING. 3. THE HYBRID CABLE COLOR SHALL BE APPLIED IN ACCORDANCE WITH THE "TYPICAL HYBRID CABLE COLOR CODE" TABLE ABOVE FOR THE RESPECTIVE SECTOR. 4. INDIVIDUAL POWER PAIRS AND FIBER CABLES SHALL BE LABELED WITH BOTH THE HYBRID CABLE COLOR FOR THE RESPECTIVE SECTOR AND A FREQUENCY COLOR CODE IN ACCORDANCE WITH THE "FREQUENCY COLOR CODE FOR PAIRS AND FIBER CABLES OF HYBRID CABLE" TABLE ABOVE. 5. A 2" GAP SHALL SEPARATE THE HYBRID CABLE COLOR CODE FROM THE FREQUENCY COLOR CODE. 6. THE 2" COLOR RINGS FOR THE FREQUENCY CODE SHALL BE PLACED NEXT TO EACH OTHER WITH NO SPACES. 7. EACH 2" COLORED TAPE(S) SHALL BE WRAPPED A MINIMUM OF 3 TIMES AROUND THE HYBRID CABLE OR INDIVIDUAL CABLES, AND THE TAPE SHALL BE KEPT IN THE SAME LOCATION AS MUCH AS POSSIBLE. 8. COLOR BAND ON JUMPERS SHALL BE 2" WIDE WITH A 2" SPACE. FREQUENCY COLOR CODE TAPE (SEE TABLE FOR DETAIL) NO SPACE BETWEEN CABLE HYBRID CABLE CONNECTION AT CABINET 1 RRU CONNECTOR 3/41" SPACE 3/411 TAPE 1" SPACE BETWEEN RINGS 2" TAPE RING SECOND RING (IF APPLICABLE PER SECTOR) WRAP TAPE AROUND CABLE THREE TIMES MIN (TYP) HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAIL) HYBRID CABLE TO CABINET BETWEEN CABLE CODE tigglirl` FIRST RING AND FREQUENCY COLOR CODE 3/4" TAPE RING COLOR FREQUENCY CODE COLOR 3/4" TAPE SECOND RING THIRD RING CABLE # H 1" SPACE THIRD ..- RING FREQUENCY COLOR CODE S FROM ANTENNA 1" SPACE BETWEEN RINGS 2" TAPE RING THIRD RING (IF APPLICABLE PER SECTOR) WRAP TAPE AROUND CABLE THREE TIMES MIN (TYP) HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAIL) HYBRID CABLE TO CABINET 3/4" SPACE 5 RECEIVED CITY OF TUKWILA JUL 0 12013 PERMIT CENTER 2 FROM RRU JUMPER CABLE CONNECTION AT RRU AND ANTENNA ANTENNA CONNECTOR HYBRID CABLE COLOR SCHEME DETAIL 3 OWNERSHIP OF DOCUMENTS: THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF REALCOM ASSOCIATES AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF REALCOM ASSOCIATES. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS UNLESS THEY HAVE THE APPROVAL OF THE LICENSED PROFESSIONAL IN WRITING. S • :), r nt, tigglirl` GENERAL DYNAMICS WIRELESS SERVICES BETWEEN CABLE CODE FIRST FREQUENCY CODE 3/4" TAPE SECOND RING RING COLOR AND FREQUENCY COLOR 3/4" TAPE CODE 1" SPACE FREQUENCY COLOR CODE THIRD ..- RING 2 FROM RRU JUMPER CABLE CONNECTION AT RRU AND ANTENNA ANTENNA CONNECTOR HYBRID CABLE COLOR SCHEME DETAIL 3 OWNERSHIP OF DOCUMENTS: THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF REALCOM ASSOCIATES AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF REALCOM ASSOCIATES. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS UNLESS THEY HAVE THE APPROVAL OF THE LICENSED PROFESSIONAL IN WRITING. S • :), r nt, tigglirl` GENERAL DYNAMICS WIRELESS SERVICES ,4' ,'Abi .' smartlink 14432 SE EASTGATE WAY, SUITE 260 BELLEVUE WA 96007-6493 TEL: (425) 274-4444 FAX: (425) 274-4449 2 04-12-13 100% CONSTRUCTION DRAWINGS KSH VD 1 03-20-13 100% CONSTRUCTION DRAWINGS KSH VD 0 01-11-13 90% CONSTRUCTION DRAWINGS KSH VD REV. DATE REVISION DESCRIPTION DRAWN BY CHKD. BY 3 w li> PI:, -.,_ .i. . . JAN 26 2014 R 42710 FCISTE - `�w %ONAL��G 1 EXPIRES II I01 PROJECT INFORMATION: NETWORK VISION MMBS LAUNCH McQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY JOB NO.: SE25XC333 DRAWN BY: KSH CHECKED BY: VD DATE: 03-20-13 SHEET TITLE: ANTENNA AND CABLE COLOR CODING DETAILS SHEET NUMBER: REV.: ELECTRICAL NOTES ELECTRICAL NOTES (CON'T) SIIMSU RIG SITE NUMBER: TBD MODEL NUMBER: TBD VOLTAGE: 240V/120 PHASE: 1 MAIN BREAKER: 100 AMP BUSS RATING: 100 AMPS WIRE: 3 MOUNT: SURFACE NEUTRAL BAR: YES A/C: TBD ENCLOSURE TYPE: NEMA 3R N TO GROUND BOND:TBD GROUND BAR: TBD PANEL STATUS: EXISTING INTERNAL TVSS: TBD ,, ,' do, ■ smardink 14432 SE EASTGATE WAY, SUITE 260 BELLEVUE WA 98007-6493 TEL: (425) 274-4444 FAX: (425) 274-4449 1. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL 16. ALL CONDUITS SHALL BE MET WITH BENDS MADE IN ACCORDANCE WITH NEC ELECTRICAL CODES AND ALL LOCAL AND STATE CODE, LAWS. AND CORDINANCES. TABLE 346-10. NO RIGHT ANGLE DEVICE SHALL BE USED OTHER THAN STANDARD PROVIDE ALL COMPONENTS AND WIRING SIZES AS REQUIRED TO MEET NEC CONDUIT ELBOWS WITH 12" MINIMUM INSIDE SWEEPS FOR ALL CONDUITS 2" OR LARGER. STANDARDS. 17. ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH PLASTIC THROAT 2. CONTRACTOR SHALL COORDINATE WITH LOCAL POWER COMPANY FOR INSULATING GROUNDING BUSHINGS. REQUIREMENTS OF POWER SERVICE LINE TO THE METER BASE, WHEN REQUIRED. POWER SERVICE REQUIREMENT IS COMMERCIAL. AC NOMINAL 120/208 VOLT OR 18. ALL WIRE SHALL BE TYPE THWN, SOLID. ANNEALED COPPER UP TO SIZE 1/10 120/240 VOLT, SINGLE PHASE WITH 200 AMP RATING. AWG (18 AND LARGER SHALL BE CONCENTRIC STRANDED) 75 DEGREE C, (167 DEGREES F), 98° CONDUCTIVITY. MINIMUM #12. 3. CONTRACTOR SHALL COORDINATE WITH LOCAL TELEPHONE COMPANY FOR SERVICE LINE REQUIREMENTS TO TERMINATE AT THE PPC CABINET, 19. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES. J -BOXES, EQUIPMENT BOXES AND CABINETS WITH APPROVED PLASTIC TAGS, ACTION CRAFT, BRADY, OR APPROVED 4. CONTRACTOR SHALL FURNISH AND INSTALL ELECTRIC METER BASE AND 200A EQUAL. DISCONNECT SWITCH PER SITE PLAN DETAIL DRAWINGS AND PER LOCAL UTILITY COMPANIES SPECIFICATIONS, WHEN REQUIRED. THE METER BASE SHOULD BE 20. ALL NEW MATERIAL SHALL HAVE A U.L. LABEL. LOCATED IN A MANNER WHERE ACCESSIBLE BY THE LOCAL POWER COMPANY. 21. CONDUIT ROUGH -IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT 5. LOCAL POWER COMPANY SHALL PROVIDE 200 AMP ELECTRIC METER. CONTRACTOR TO AVOID LOCATION TO CONFLICTS. VERIFY WITH MECHANICAL CONTRACTOR AND SHALL COORDINATE INSTALLATION OF METER WITH LOCAL POWER COMPANY. COMPLY AS REQUIRED. 6. UNDERGROUND POWER AND TELCO SERVICE LINES SHALL BE ROUTED IN A COMMON TRENCH. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 AND 22. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN NOT HAND WRITTEN. CONDUIT EXPOSED ABOVE GROUND SHALL BE GALVANIZED RIGID STEEL TUBING 23. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE UNLESS OTHERWISE INDICATED. SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULLBOXES, AND ALL DISCONNECT SWITCHES, 7. ALL TELCO CONDUIT LINES SHALL BE 4" SCH. 40 PVC CONDUIT UNLESS STARTERS, AND EQUIPMENT CABINETS. OTHERWISE INDICATED. THE TELCO CONDUIT FROM THE PPC SHALL BE ROUTED AND TERMINATED AT DESIGNATED TELCO DEMARCATION OR 2 -FEET OUTSIDE 24. THE CONTRACTOR SHALL PREPARE AS -BUILT DRAWINGS. DOCUMENT ANY AND FENCED AREA, NEAR UTILITY POLE (IN FENCED AREA), OR END CAP OFF AND ALL WIRING AND EQUIPMENT CONDITIONS AND CHANGES WHILE COMPLETING THIS PROVIDE MARKER STAKE PAINTED BRIGHT ORANGE WITH DESIGNATION FOR TELCO CONTRACT. SUBMIT AT SUBSTANTIAL COMPLETION. SERVICE. 25. ALL DISCONNECT SWITCHES AND OTHER CONTROLLING DEVICES SHALL BE 8, CONDUITS INSTALLED, AT PCS EQUIPMENT ENDS, PRIOR TO THE EQUIPMENT PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES INDICATING EQUIPMENT INSTALLATION SHALL BE STUBBED AND CAPPED AT 6" ABOVE GRADE OR CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED PLATFORM. IF SERVICE LINES CANNOT BE INSTALLED INITIALLY, PROVIDE NYLON PULL FROM (NO EXCEPTIONS.) PROVIDE SAMPLE FOR CONSTRUCTION MANAGER'S APPROVAL. CORD IN CONDUITS. 26. ALL ELECTRICAL DEVICES AND INSTALLATIONS OF THE DEVICES SHALL COMPLY 9. THE SPRINT CABINET, INCLUDING 200 AMP LOAD PANEL AND TELCO PANEL, WITH AMERICANS WITH DISABILITIES ACT (ADA) AS ADOPTED BY THE APPLICABLE SHALL BE PROVIDED BY OWNER AND INSTALLED BY THE CONTRACTOR. STATE. CONTRACTOR IS TO INSTALL BREAKER(S) NOT PROVIDED BY MANUFACTURER. SEE PANEL SCHEDULE ON THIS SHEET FOR BREAKER REQUIREMENTS. 27. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS OR RISERS THROUGH BUILDING. DO NOT PENETRATE STRUCTURAL MEMBERS WITHOUT CONSTRUCTION 10. LOCATION OF ELECTRIC METER AND DISCONNECT SWITCH TO BE PROVIDED BY MANAGERS APPROVAL. SLEEVES AND/OR PENETRATIONS IN FIRE RATED GENERAL CONTRACTOR. CONSTRUCTION SHALL BE PACKED WITH FIRE RATED MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE. FILL FOR FLOOR PENETRATIONS 11. #2 WIRE TO BE UTILIZED IN ELECTRIC SERVICE RUNS EXCEEDING 100'. SHALL PREVENT PASSAGE OF WATER, SMOKE, FIRE AND FUMES. ALL MATERIAL SHALL BE UL APPROVED FOR THIS PURPOSE. 12. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING BID. ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDING THE 28. ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT (NEW AND EXISTING) SHALL BE CONTRACTOR'S FUNCTIONS, THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED FIELD VERIFIED WITH THE OWNER'S REPRESENTATIVE AND EQUIPMENT SUPPLIER PRIOR TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE TO ROUGH -IN OF CONDUIT AND WIRE. ALL EQUIPMENT SHALL BE PROPERLY PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN CONNECTED ACCORDING TO THE NAMEPLATE DATA FURNISHED ON THE EQUIPMENT AWARDED. (THE DESIGN OF THESE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AT THE TIME OF DESIGN AND SOME EQUIPMENT CHARACTERISTICS MAY VARY FROM 13. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE DESIGN, AS SHOWN ON THESE DRAWINGS). APPROXIMATE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO ROUGH -IN. 29. LOCATION OF ALL OUTLET, BOXES, ETC., AND THE TYPE OF CONNECTION (PLUG 14. THE CONDUIT RUNS AS SHOWN ON THE PLANS ARE APPROXIMATE. EXACT OR DIRECT) SHALL BE CONFIRMED WITH THE OWNER'S REPRESENTATIVE PRIOR TO LOCATION AND ROUTING SHALL BE PER EXISTING FIELD CONDITIONS. ROUGH -IN. 15. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. CKT LOAD DESCRIPTION IY UJ Y d w 2 Q m It Y W ¢Y w O m d C I u� Q I- m CC Y E w Q I- m W Y W w O m a CC Y CLCL w 2 Q m LOAD DESCRIPTION CKT 1 SAMSUNG MMBS 100 2 NEW ON 2 100 NOT LABELED 2 VD 0 3 SAMSUNG MMBS 100 2 NEW ON 2 100 NOT LABELED 4 IIDI;C�f ti 4 v f, °fi,. , $ ,k JAN eif 2014' G-^ \ ' III 5 SAMSUNG BBU 15 1 NEW ON 1 20 NOT LABELED 6 REV.: 7 N/A N/A BLANK N/A ON 1 20 NOT LABELED 8 9 N/A N/A BLANK N/A ON 1 20 NOT LABELED 10 11 N/A N/A BLANK N/A ON 1 15 NOT LABELED 12 13 N/A N/A BLANK N/A ON 2 100 NOT LABELED 14 15 N/A N/A BLANK N/A ON 2 100 NOT LABELED 16 17 N/A N/A BLANK N/A OFF 1 20 NOT LABELED 18 19 N/A N/A BLANK N/A OFF BLANK N/A N/A 20 NOTES: 1. PRIOR THE 2. SPRINT'S PANEL 21 TO EXISTING OFF N/A CONSTRUCTION, SPRINT'S GENERAL MAIN AC PANEL WILL FEED GENERAL CONTRACTOR TO THE PPC CABINET MIGHT BE N/A CONTRACTOR THE NEW CHECK REQUIREMENTS REQUIRED BLANK NETWORK TO FEED N/A IS TO VISION WITH NEW OFF FIELD EQUIPMENT. LOCAL NETWORK BLANK VERIFY EXISTING POWER VISION N/A POWER COMPANY EQUIPMENT. N/A CONDITIONS TO CONFIRM AND JURISDICTION. ADDITIONAL 22 THAT SUB PANEL SCHEDULE 3 /� ` \ O ❑ NEW MMBS O AI CABINET SEAL TITS CONNECTION lir ] 2" SEAL TITE FLEXIBLE CONDUIT FROM STUB UP TO EQUIPMENT (6'-0" MAX) 4 I ELECTRICAL NOTES1 0 0 L J L2" ( _L J L I`I J, 4 L. TL HEAVY WALL COUPLING 1 I- 1 r I r - r 1 r - 2" SEAL TITE STRAIGHT CONNECTOR � 2" DIAMETER SCH 80 AT EQUIPMENT LOCATION PVC TO STUB UP EXISTING 200A METER/DISCONNECT SWITCH 5 o 5 EXISTING 200A GENERATOR RECEPTACLE 1 200A 2 O TO EXISTING UTILITY ®en- ® TRANSFER SWITCH & POWER '---I I , LOAD CENTER SOURCE 4 TYPICAL EQUIPMENT POWER CONDUIT CONNECTIONS 4 I 200A 200A 1 I PROPOSED MMBS PROPOSED BBU 2" SEAL TITE 90" CONDUIT PART # 500007 OR EQUIVALENT CONNECTOR EXISTING SERVICE GROUND n CABINET CABINET O 0-0 0 0 0 n n 10DA 0 CIRCUIT SCHEDULE ° a ---o /� 0- . :::? 7 % NEW EQUIPMENT 4t) T75 0 NO FROM TO CONFIGURATION n 15A 0 0 0 0 n EXISTING n 1 SOURCE METER CENTER N EXISTING SEPARATE 0 0 0 o LOADS TRANSFER SWITCH & o--0 o 2 METER/DSC EXISTING TO �TA LOAD CENTER o o ®��fl 2- APPROVAL REliIRED PANELR TRANSFER SWITCH & GENERATOR SCHEDULE 3 EXISTING LOAD CENTER RECEPTICLE 5 0 -- o oo 0 TRANSFER & LOAD PROPOSED MMBS #2 AWG, #8 GND o ED RECEIVED CITY OF TUKWILA JUL 01 2013 2" SEAL TITE FLEXIBLE CONDUIT PERMIT CENTER 11, 4 CENTER SUB -PANEL CABINET (3) (1) IN 2" CONDUIT oho 5 TRANSFER & LOAD CENTER SUB -PANEL PROPOSED BBU CABINET (3) #10 AWG, (1) #10 GND IN 1" CONDUIT ELECTRICAL ONE LINE DIAGRAM 2 SEAL TITE CONDUIT CONNECTION r5 OWNERSHIP OF DOCUMENTS: THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF REALCOM ASSOCIATES AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF REALCOM ASSOCIATES. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS UNLESS THEY HAVE THE APPROVAL OF THE LICENSED PROFESSIONAL IN WRITING. Sirint) r t) SIIMSU RIG GENERAL DYNAMICS WIRELESS SERVICES ,, ,' do, ■ smardink 14432 SE EASTGATE WAY, SUITE 260 BELLEVUE WA 98007-6493 TEL: (425) 274-4444 FAX: (425) 274-4449 2 04-12-13 100% CONSTRUCTION DRAWINGS KSH VD 1 03-20-13 100% CONSTRUCTION DRAWINGS KSH VD 0 01-11-13 90% CONSTRUCTION DRAWINGS KSH VD REV. DATE REVISION DESCRIPTION DRAWN BY CHKD. BY rO EXPIRES IIDI;C�f ti 4 v f, °fi,. , $ ,k JAN eif 2014' G-^ \ ' III j W S' 42710<z) , , RFG,sr V- 4'`rS1ONALV‘ II PROJECT INFORMATION: NETWORK VISION MMBS LAUNCH McQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY JOB NO.: SE25XC333 DRAWN BY: KSH CHECKED BY: VD DATE: 03-20-13 SHEET TITLE: ONE -LINE DIAGRAM & POWER PANEL SCHEDULE SHEET NUMBER: REV.: LEFT DIN RAIL ttilVall GROUNDING BAR 66 BLOCK SERVICE LIGHT GROUND BUS BAR DETECTOR PUNCH -OUT CABLE SMOKE HOLE 70 2 04-12-13 100% CONSTRUCTION DRAWINGS KSH VD O O 03-20-13 100% CONSTRUCTION DRAWINGS KSH VD 0 01-11-13 90% CONSTRUCTION DRAWINGS KSH VD REV. DATE . •. •. • • • DRAWN BY CHKD. BY — )DIA — � .Z p R 42710 (NAL 04G`4 EXPIRES I1 PROJECT INFORMATION: NETWORK VISION MMBS LAUNCH McQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY JOB NO.: SE25XC333 DRAWN BY: �qT KSH CHECKED BY: VD DATE: 03-20-13 rbT TITL : VAL ELECTRICAL ED DETAILS SHEET NUMBER: REV.: I 1 ► I 1966 \ — --. P10' J I I 1 L I 1 1 I I l I i I I 1 1 I o I34U RIGHT DIN RAIL Oa10 O O'D' Co 60 — 000000000000000000 oo� �:: M1-50 • 32U— �IlII��'�t��� �F Fl F2 F3 F4 F5 FB F7 F8 F9 F10 F11 F12 F13 F14 F15 F18 F17 F18 tI ' mo�oomomocmmmo°m�o�Om�mm0000m�Ooo°mmOmOmmmO°mm 30U 50 — I BLOCK - O°X000IO♦`OO ° O O O O O O O O O O O O O O O O O O NEW 28U — uuuuuuuuuuuuuuuuu o 0 - SUPPORT PLATE • Ti I LOAD BREAKERS ON LVLD F1 -F18 • 26U — -(5-' _ 40 — HOLE I 24U — -- o O Go 00 ° !.. 000 '" 1ST OF DC SPDs g 22U _ _�_ GROUP n OO O O OO n 30 — _ —0 -_ 00 00 DC SPDs – 20U 18U — ° 2ND GROUP OF BSDU 20 — o - { SUPPORT 16U — 0 FOR 10 — o . RECTIFIERS . 14U— 1 0 12U — 31 •— I • 10UE POWERCORE • — T 3RD GROUP OF DC SPDs 8U —_ POLY PHASER AND MOUNTING BRACKET ° ° 6U — POLYPHASER BRACKET . - 4U — — GPS CABLE "' POLYPHASER SURGE PROTECTOR UDA • 2U - —_ ' a b OR LINK CABLE OR M/W CABLE 1/0 MONITOR DOOR WITH 2X FAN AND FILTER AC POWER CABLE GROUND CABLE MMBS-BBU ELECTRICAL DETAILS 1 MUDROOM ELECTRICAL DETAIL 2 NEW BBU CABINET NEW MMBS CABINET LOAD CENTER PROPOSED MMBS-BBU MUDROOM (SEE NOTE 2) EXISTING TELCO DEMARC AT PPC (SEE NOTE 3) EXISTING TELCO DEMARC (HOFFMAN BOX) (SEE NOTE 1) 0 0 0 5 4 3 0.0 2 000 1 0 # 1/0 AWG °°a°9-1& SEE ELECTRICAL ONE LINE DIAGRAM 7 J ` J # 6 AWG RECEIVED CITY OF TUKWILA DC CABLING WITHIN HYBRID CABLES PRE MANUFACTURED JUL 0 1 20` 13 24 AWG SECTOR 1 SECTOR PERMIT CENTER CABLE (3) BLACK SHIELDED CAT5e IN EXISTING CONDUIT 24 S 2 REFER TO HYBRID SPECS SECTOR 3 DC POWER ELECTRICAL NOTES: SEpA 6 BLACK SHIELDED AWG CAT5e IN PROPOSED 2" CONDUIT NOTES: 1. CONTRACTOR TO INSTALL NEW 66 BLOCK IN EXISTING HOFFMAN BOX AT SITES MAIN TELCO DEMARC. 2. CONTRACTOR SHALL INSTALL RJ -45 ENDS ON ALL (6) RUNS OF CATSE INTO MMBS-BBU MUDROOM. 3. CONTRACTOR TO INSTALL NEW 66 BLOCK IN EXISTING TELCO BOX NEXT TO EXISTING PPC CABINET. MINIMUM CABLE LENGTH BETWEEN THE OU AND BATTERY IS 70MM (2.75 IN) MAXIMUM CABLE LENGTH DISTANCE IS 900MM (35.43 IN). MMBS PORT LAYOUT APP RFQ� WEATHER PROOFING SHALL INCORPORATE PPC WEATHER PROOFING TAPE KIT, COLD SHRINK SHALL NOT CONDUIT # USAGE BE USED. 0 BATTERY ROUTE DC CONDUCTORS IN CONDUITS TO NEW MMBS CABINET 48VDC POWER DISTRIBUTION PANEL, TO 1 AC/GROUND AND FROM NEW BBU CABINET. 2 RRU SECTOR 1 -48 VDC CABLES BETWEEN NEW MMBS CABINET & RRU'S ARE FACTORY ASSEMBLED AND EQUIPPED WITH ONE PRE -TERMINATED END. 3 RRU SECTOR 2 ALL FIELD INSTALLED OC CABLING SHALL BE TYPE RHH/RHW AND SHALL BE UL THERMOSET 4 RRU SECTOR 3 INSULATED. 5 BATTERY TELCO RISER DETAIL 3 DC POWER DIAGRAM OWNERSHIP OF DOCUMENTS: THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF REALCOM ASSOCIATES AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF REALCOM ASSOCIATES. IT UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS UNLESS THEY HAVE THE APPROVAL OF THE LICENSED PROFESSIONAL IN WRITING. • . c)). s 0 nt, ttilVall GENERAL DYNAMICS WIRELESS SERVICES I, 404"4.1"1"smartlink 14432 SE EASTGATE WAY, SUITE 260 BELLEVUE WA 98007-6493 TEL: (425) 274-4444 FAX: (425) 274.4449 2 04-12-13 100% CONSTRUCTION DRAWINGS KSH VD 1 03-20-13 100% CONSTRUCTION DRAWINGS KSH VD 0 01-11-13 90% CONSTRUCTION DRAWINGS KSH VD REV. DATE REVISION DESCRIPTION DRAWN BY CHKD. BY )DIA nA JANatrans I0 � .Z p R 42710 (NAL 04G`4 EXPIRES I1 PROJECT INFORMATION: NETWORK VISION MMBS LAUNCH McQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY JOB NO.: SE25XC333 DRAWN BY: �qT KSH CHECKED BY: VD DATE: 03-20-13 rbT TITL : VAL ELECTRICAL ED DETAILS SHEET NUMBER: REV.: OWNERSHIP OF DOCUMENTS: THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF REALCOM ASSOCIATES AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF REALCOM ASSOCIATES. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS UNLESS THEY HAVE THE APPROVAL OF THE LICENSED PROFESSIONAL IN WRITING. 1 S.rint) 401130,0 GENERAL DYNAMICS WIRELESS SERVICES NOTES 1. CONTRACTOR TO REPLACE ALL MISSING GROUND BARS AND GROUNDING CONNECTIONS AS REQUIRED. • q 11.11 p. I0-- \\\\ Ir ---\ \ \ \I O 13 2 ‘. 100% CONSTRUCTION DRAWINGS KSH VD 12 03-20-13 TELCO m VD 0 ELEC. 90% CONSTRUCTION DRAWINGS T VD REV. 11 REVISION DESCRIPTION DRAWN BY CHKD. BY 1 EXPIRES t• DI Ctr� n 1 -6.201 °ate (JI'S I R 42710 o e��sTaR�' A44-sISIONAL046 II PROJECT INFORMATION: NETWORK VISION MMBS LAUNCH McQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ® _W CHECKED BY: VD SI W \ O• I 1 SHEET NUMBER: REV.: �� �I i ® O T TN MN 23 n, 11. rs illAtilib 4061".' 7„,„/),„...5 ,,...... .) Gill NOT USED 22"x34" SCALE: 3/8" = V-0" s 1 EQUIPMENT GROUNDING & ROUTING PLAN (FINAL) 22"x34" SCALE: 3/8" =11-0" 2 2' 1' 0" 2' 2' 1' 0" 2' 11"x17" SCALE: 3/16"=1'-0" 11"x17" SCALE: 3/16"=1'-0" - \ . 1 �\ N\'8 4 4Illpp,./4tiro 11111116h. IGENERAL �� %iikSURFACE N Ni _Ilk '� KEYED NOTES: GROUNDING NOTES GROUNDING NOTES 0 (E) SPRINT EQUIPMENT AREA O (E) SPRINT TELCO CABINET O (N) SPRINT 200A ELEC PANEL 40 (E) SPRINT DISCONNECT SWITCH O (E) POWER CABINET TO BE REMOVED O (E) SPRINT BATTERY RACK TO BE REMOVED ® (E) SPRINT MODCELL CABINET TO BE REMOVED © (E) CABLE LADDER (ABOVE)GREEN Og (N) SPRINT #2 AWG GROUND FROM (N) MMBS, CONNECTED SPRINT MASTER GROUND BAR 10 (N) SPRINT BBU CABINET 11 (N) SPRINT #2 AWG GROUND FROM (N) BBU CABINET, CONNECTED O TO (E) SPRINT MASTER GROUND BAR 12 (N) SPRINT POWER ROUTEDETAILED 13 (N) SPRINT TELCO ROUTE ON SPRINT #2 AWG GROUND FROM N SPRINT GPS ANTENNA 14 MASTER GROUND BAR ( ) 15 (N) GROUND BAR O 16 MECHANICAL LUG CONNECTION, TYP. 17 ANTENNA GROUND BUSS BAR NEAR ANTENNA MOUNTS. 6/E-5 FOR GROUND BAR CONSTRUCTION, SEE DETAIL 6 & GROUND WIRE CONNECTIONS, AND SEE DETAIL 6/E-5 FOR GROUNDING. 18 (N) #6 AWG GROUND FROM ANTENNA GROUND BUSS BAR INTO (E) SHELTER GROUNDING SYSTEM 19 #6 AWG ANTENNA MOUNT GROUND TO ANTENNA GROUND O BAR 20 #6 AWG GROUND FROM RRU UNITS TO ANTENNA GROUND 21 (E) POWER (SPRINT) CABINET CONNECTED TO EXISTING SPRINT MASTER GROUND BAR 22 (E) FINAL GROUND LEAD FROM MASTER GROUND BAR TO EQUIPMENT GROUND RING 23 (N) SPRINT MMBS 24 (E) MASTER GROUND BAR13. 25 (E) SPRINT MOCELL CABINET CONNECTED TO EXISTING SPRINT MASTER GROUND BAR GROUNDING KEY NOTES TO (E) TOE () SEE DETAIL 7/E-5 FOR HYBRID TO TIE BUSS BUSS BAR EXISTING 4 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. 1. EXOTHERMIC WELDS (2). 2 AWG BARE TINNED ACTUAL INSTALLATION AND CONSTRUCTION MAY SOLID COPPER CONDUCTORS TO GROUNDING VARY DUE TO SITE SPECIFIC CONDITIONS. BAR. ROUTE CONDUCTORS TO BURIED 2. GROUND ALL ANTENNA BASES, FRAMES, CABLE GROUNDING RING AND PROVIDE PARALLEL RUNS, AND OTHER METALLIC COMPONENTS EXOTHERMIC. USING GROUND WIRES AND CONNECT TO 2. EC SHALL USE PERMANENT MARKER TO DRAW MOUNTED BUS BARS. FOLLOW THE LINES BETWEEN EACH SECTION AND LABEL ANTENNA AND BTS MANUFACTURER'S EACH SECTION ("P", "A", "N", "I") WITH 1" HIGH PRACTICES FOR GROUNDING REQUIREMENTS. LETTERS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT 3. ALL HARDWARE 18-8 STAINLESS STEEL, FROM TOWER OR POLE USING MFR'S PRACTICES. INCLUDING LOCK WASHERS, COAT ALL 3. ALL GROUND CONNECTIONS SHALL BE SURFACES WITH AN ANTI -OXIDANT COMPOUND EXOTHERMIC. ALL WIRES SHALL BE COPPER BEFORE MATING. ALL HARDWARE SHALL BE THHN/THWN. ALL GROUND WIRE SHALL BE STAINLESS STEEL 3/8 INCH DIAMETER OR INSULATED WIRE ABOVE GROUND.LARGER. 4. CONTRACTOR TO VERIFY AND TEST GROUND TO4. FOR GROUND BOND TO STEEL ONLY: INSERT A SOURCE. GROUNDING AND OTHER OPERATIONAL CADMIUM FLAT WASHER BETWEEN LUG AND TESTING WILL BE WITNESSED BY SPRINT STEEL, COAT ALL SURFACES WITH AN WIRELESS, LLC. REPRESENTATIVE. ANTI -OXIDANT COMPOUND BEFORE MATING. 5. REFER TO DIVISION 16 GENERAL ELECTRIC:5. NUT & WASHER SHALL BE PLACED ON THE ELECTRICAL PROVISION AND COMPLYFRONT SIDE OF THE GROUNDING BAR AND WITH ALL REQUIREMENTS OF GROUNDING BOLTED ON THE BACK SIDE. INSTALL BLACK STANDARDS. HEAT -SHRINKING TUBE, 600 VOLT INSULATION ON ELECTRICAL CONTRACTOR TO PROVIDEALL GROUNDING TERMINATIONS. THE INTENT IS DESIGN OF GROUNDING SYSTEM PERTO WEATHERPROOF THE COMPRESSION SPRINT STANDARD GROUNDING METHOD, AND CONNECTION. RECEIVE APPROVAL OF DESIGN BY AUTHORIZED 6. NUMBER OF GROUNDING BARS MAY VARY SPRINT MOBILITY REPRESENTATIVE, PRIOR TO DEPENDING ON THE TYPE OF TOWER, ANTENNA INSTALLATION OF GROUNDING SYSTEM. PHOTO LOCATION, AND CONNECTION ORIENTATION. DOCUMENT ALL EXOTHERMIC AND GROUND PROVIDE AS REQUIRED. 7. GROUNDING KIT SHALL BE TYPE AND PART 7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE NUMBER AS SUPPLIED OR RECOMMENDED BY ANY DIFFICULTIES INSTALLING GROUNDING CABLE MANUFACTURER. SYSTEM DUE TO SITE SOIL CONDITIONS. 8. WEATHERPROOFING SHALL BE TYPE AND PART 8. ALL EXISTING GROUND BARS, WIRES & NUMBER AS SUPPLIED OR RECOMMENDED BY CONNECTIONS SHALL BE FIELD VERIFIED. ANY CABLE MANUFACTURER. DEFICIENT ITEMS SHALL BE REPLACED AS 9. SUPPLIED AND INSTALLED BY CONTRACTOR. REQUIRED TO ACHIEVE ADEQUATE GROUNDING 10. WHEN THE SCOPE OF WORK REQUIRES THE REQUIRED BY. ADDITION OF A GROUNDING BAR TO AN EXISTING TOWER, THE SUBCONTRACTOR SHALL OBTAIN RECEIVED APPROVAL FROM THE TOWER OWNER PRIOR TO CITY OF TUKWILA MOUNTING THE GROUNDING BAR TO THE TOWER. 11. EXTEND TWO (2)#2 AWG TINNED CU JUL 0 1 2013 CONDUCTOR FROM BURIED GROUNDING RING AND CONNECT TO THE PROPOSED TOWER. PERMIT CENTER FOLLOW MANUFACTURERS RECOMMENDATIONS FOR GROUNDING CONNECTIONS TO THE TOWER. �� ���6. / % t-mrp� �, `RING. ‚W4,\ Ap, \j�'� � `-,-4,." 4pf\� ,.,Ii i� \\\ (TYp) \ ‘# /,,,,a4;4p .,, 4„ P ( ) ,� N,,,\\ 4/I ` , / \`/ TN MN 7s, JO SYMBOL DESCRIPTION (APPLICABLE TO NEW TOWERS). 12. NUMBER OF GROUNDING BARS MAY VARY GROUND BAR ® MECHANICAL CONNECTION CADWELD CONNECTION /��j� FIELD VERIFY &TIE INTO (E) GROUNDING SYSTEM y i DEPENDING ON THE TYPE OF TOWER, ANTENNA LOCATION, AND CONNECTION ORIENTATION. THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUNDING BARS AS REQUIRED, PROVIDING 50% SPARE CONNECTION POINTS. EXPOSED GROUND WIRES TO BE NON-METALLIC LIQUID TIGHT. SEPARATE, PERMIT AND APPROVAL IIIII /,i f ,..� „ j� rio GROUNDING NOTES & GROUNDING REQUIRED LEGEND 5 22"x34" SCALE: 1/4" =-0" 1' �� ANTENNA GROUNDING PLAN (FINAL) 11"x17" SCALE: 1/8" = l'-0" 4' 3' 2' 1' 0" 4' 3 OWNERSHIP OF DOCUMENTS: THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF REALCOM ASSOCIATES AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF REALCOM ASSOCIATES. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS UNLESS THEY HAVE THE APPROVAL OF THE LICENSED PROFESSIONAL IN WRITING. 1 S.rint) 401130,0 GENERAL DYNAMICS WIRELESS SERVICES I', ,' ,, srnartlink 14432 SE EASTGATE WAY, SUITE 260 BELLEVUE WA 98007-6493 TEL: (425) 274-4444 FAX: (425) 274-4449 2 04-12-13 100% CONSTRUCTION DRAWINGS KSH VD 1 03-20-13 100% CONSTRUCTION I DRAWINGS KSH VD 0 01-11-13 90% CONSTRUCTION DRAWINGS KSH VD REV. DATE REVISION DESCRIPTION DRAWN BY CHKD. BY 1 EXPIRES t• DI Ctr� AN IP -6.201 °ate (JI'S I R 42710 o e��sTaR�' A44-sISIONAL046 II PROJECT INFORMATION: NETWORK VISION MMBS LAUNCH McQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY JOB NO.: SE25XC333 DRAWN BY: KSH CHECKED BY: VD DATE: 03-20-13 SHEET TITLE: GROUNDING AND ROUTING PLANS SHEET NUMBER: REV.: EXISTING CGB ANTENNA EXISTING SPRINT ANTENNA SECTOR 1 1900 MHz SPRINT ANTENNA 1— HYBRID CABLE INTERNAL GRD WIRE TO BE TRIMMED TO FIT AND ATTACHED TO GRND. BAR PROPOSED GPS UNIT #2 AWG 10 AWG I COAX JUMPER EXISTING CGB DC /FIBER ANTENNA SECTOR 2 EXISTING SPRINT ANTENNA 1900 MHz SPRINT ANTENNA HYBRID CABLE INTERNAL GRD WIRE TO BE TRIMMED TO FIT AND ATTACHED TO GRND. BAR 10 AWG (E) #2 AWG (E) #2 AWG EXISTING UPPER TOWER GROUND BAR 1 I I I I 11 CGB CC 0 ›-p COAX JUMPER ANTENNA SECTOR 3 EXISTING SPRINT ANTENNA STING CGB (E) #2 AWG 1900 MHz SPRINT ANTENNA 1— HYBRID CABLE INTERNAL GRD WIRE TO BE TRIMMED TO FIT AND ATTACHED TO GRND. BAR DC / FIBER n EXISTING DEI CABINET EXISTING CABINET (E) #2 AWG COAX #6 AWG WITH OI WEATHERPROOFING/ #2 AWG m CGB EXISTING #2 AG —� GROUNDS TO EXISTING GROUND RING I. NEW MMBS CABINET coo z o o coo z ao F� coo z ao F� EMMBS GND BAR EXISTING LOWER TOWER GROUND BAR #6 AWG COAX JUMPER AT BOTTOM OF TOWER #2 AWG #2 AWG HYBRID CABLE INTERNAL GRD WIRE TO BE TRIMMED TO FIT AND ATTACHED TO GRD BAR NEW BBU CABINET EXISTING #2 AG GROUNDS TO EXISTING GROUND RING 10 AWG o E= >-w 2 GROUNDING NOTES COAX JUMPER LEGEND • CGB MGB EXOTHERMIC CONNECTION MECHANICAL CONNECTION COLLECTOR GROUND BAR MASTER GROUND BAR 1. ALL GROUNDING CONNECTIONS SHALL BE MADE BY EXOTHERMIC WELDS. EXOTHERMIC WELDS SHALL INCLUDE ALL CABLE TO CABLE, SPLICES, ETC. ALL CABLE TO GROUND RODS, GROUND RODS SPLICES AND LIGHTING PROTECTIONS SYSTEM AS INDICATED. GROUND FOUNDATION ONLY AS INDICATED BY PM. ALL MATERIALS USED (MOLDS, WELDING, METAL, TOOLS, ETC.) SHALL BE EXOTHERMIC WELDED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND PROCEDURES. GROUND CONDUCTOR SHALL HAVE A MINIMUM 24" BENDING RADIUS. 2. ALL EXOTHERMIC WELD CONNECTIONS ON GALVANIZED SURFACES SHALL BE CLEANED THOROUGHLY AND COLORED TO MATCH SURFACE WITH TWO (2) COATS OF GALVITE (WHITE) PAINT. OR SILVERBRITE (ALUMINUM). 3. ALL ELECTRICAL & MECHANICAL GROUND CONNECTIONS SHALL HAVE ANTIOXIDANT COMPOUND APPLIED TO CONNECTION. 4. GROUND TESTS SHALL BE PERFORMED AS REQUIRED BY SPRINT STANDARD PROCEDURES. GROUND GRID RESISTANCE SHALL NOT EXCEED 0-5 HMS. 5. CONTRACTOR SHALL SUBMIT THE GROUND RESISTANCE TEXT REPORT AS FOLLOWS: A. ONE (1) COPY TO OWNER REPRESENTATIVE B. ONE (1) COPY TO ENGINEER C. ONE (1) COPY TO KEEP INSIDE EQUIPMENT ENCLOSURE 6. ALL RADIO EQUIPMENT AND UTILITY CABINET GROUND LEADS TO BE #2 AWG STRANDED GREEN JACKETED FROM BUSS TERMINAL. 7. FOR ADDITIONAL GROUNDING NOTES - SEE SHEET E-1. 8. ALL ANTENNA MOUNT GROUNDS SHALL BE #2 AWG STRANDED GREEN JACKETED CABLE GROUNDS SHALL BE BLACK FROM MFR. 9. ALL GROUND WIRES FROM GROUND BARS TO GROUND SHALL BE #2 AWG SOLID BARE AS REQUIRED. 10. ALL ABOVE GROUND WIRES SHALL BE GREEN JACKETED. ALL GROUND WIRE'S PENETRATING INTO GROUND AND BELOW SHALL BE SOLID BARE. IA9r- 945 SEPARATE PERMIT AND APPROVAL REQUIRED RECEIVED CITY OF TUKWILA JUL 0 1 2013 PERMIT CENTER GROUNDING RISER DIAGRAM 1 OWNERSHIP OF DOCUMENTS: THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF REALCOM ASSOCIATES AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF REALCOM ASSOCIATES. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS UNLESS THEY HAVE THE APPROVAL OF THE LICENSED PROFESSIONAL IN WRITING. • (:), S • r t Jo 41111111111 11111111110 I GENERAL DYNAMICS WIRELESS SERVICES AO, OA' I.. smartlink 14432 SE EASTGATE WAY, SUITE 260 BELLEVUE WA 98007-6493 TEL: (425) 274-4444 FAX: (425) 274-4449 2 04-12-13 100% CONSTRUCTION DRAWINGS KSH VD 1 03-20-13 100% CONSTRUCTION DRAWINGS KSH VD 0 01-11-13 90% CONSTRUCTION DRAWINGS KSH VD REV. DATE REVISION DESCRIPgI DRAWN BY CHKD. BY ' 0: IN, JA y�. N2�.?M7 w DIAC,1 c9 ... / ..It, ��•°` r0 R 4271d� �O� FGISTER �`S' ki • 41 NONAL0 ( 9 .EXPIRES 11 ?.P (3 I PROJECT INFORMATION: NETWORK VISION MMBS LAUNCH McQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY JOB NO.: SE25XC333 DRAWN BY: CHECKED BY: DATE: KSH VD 03-20-13 S ET TITLE: GROUNDING RISER DIAGRAM SHEET NUMBER: REV.: NOTES: 1. DO NOT INSTALL CABLE DIRECT GROUND WIRE 2. WEATHER PROOFING SHALL AS SUPPLIED OR RECOMMENDED CONNECTOR WEATHERPROOFING GROUND DOWN RRU BE TO J TO ANDREWS. ANTENNAS KIT AT A BEND, AND ALWAYS ANTENNA GROUND BAR. (TYPE &'PART NUMBER BY CABLE MANUFACTURER.) TOTAL OF 6 LINES PER SECTOR IF THE SITE HAS BOTH 800 & 1900 ° i WEATHERPROOFING KIT (TYP.) STANDARD GROUND............ KIT (TYP.) (SEE E-5) GENERAL DYNAMICS WIRELESS SERVICES ,0° 12" TO 24" INSPECTION WINDOW L8 HOUSING FOR ELECTRIC CONDUIT 14432 SE EASTGATE WAY, SUITE 260 BELLEVUE WA 98007-6493 TEL: (425) 274-4444 FAX: (425) 274-4449 2" LIQUID TIGHT CONDUIT FOR HYBRID o f NEW MMBS CABINET o o 2" LIQUID TIGHT COUPLING o NEW BATTERY CABINET 2",� PORT ADAPTOR ANTENNA CABLE REQUIRED FOR BUTT CONDUCTOR ALL INTERIOR EXTERNAL INSULATION UP TWO -HOLE 2 AGAINST THE --' --w------= TOOTHEAD CONNECTORS 1 \ " CONNECTOR 3/8"DIAMETER KSH VD 0 01-11-13 #88711 KSH VD CABLES' DATEREVISION J DRAWN CHKD. DESCRIPTI WEATHERPROOFING KIT NOTE 3) I 1 I 2 1/2❑ MAX BARREL x1 1/2" • — 1 " 1/4" —� MIN �— #8436 2" LIQUID TIGHT o r` ^ '„� _ EXPIRES 11 0 CONNECTION TO GROUND 0 ' PROJECT INFORMATION: 0 2" RGS A/C CONDUIT (SEE 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 S/S NUT MII� SE25XC333 DRAWN BY: CHECKED BY: CABLE GROUND KIT #6 AWG STRANDED COPPER GROUND KSH S/S LOCK WASHER 1..SHEE ITLE: uui `¢U= GROUNDING DETAILS COUPLING #88711 REV.: BAR INSIDE CABINET i .. WIRE (GROUNDED TO GROUND BAR) S/S FLAT I I WASHER (SEE NOTE 1 & 2) �� 1/ ''ire—'01 - \ \ ///// /// II LABEL -"c- 2" RGS . \ 2" LIQUID TIGHT ' TO \COUPLING COUPLING #88711 NC CONDUIT CONNECTION OF CABLE GROUND KIT CLEAR HEAT/ 1 ANTENNA CABLE SHRINK 2" RGS DC 2" LIQUID NOT i••I TINNED COPPER CLEAR CONDUIT TO NEWM CABINETBS / 5--------------- ----- EXISTING GROUND TIGHT #8435 \' #2 GREEN -------- -----------5 KIT (TYP.) SEE NOTE 2 ■Id ANTENNA CABLE NOTES: ISDO CONNEC GROUNDING BAR HEAT TO SHELTER (NP.) /— ANTENNA GROUND - #6 AWG BAR, SIMILAR TO SHRINK 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. S/S FLAT WASHER S/S BOLT (1 OF 2) "DO CONTRACTOR TO / K16-057. MOUNT 2. GROUNDING KIT SHALL BE ANDREW SUREGROUND TYPE KIT WITH TWO -HOLE LUG. 3, WEATHER PROOFING SHALL INCORPORATE PPC WEATHERPROOFING TAPE KIT, COLD SHRINK SHALL NOT BE USED. NOT DISCONNECT" TAG ON ALL GROUND BAR INTERCONNECTS AND EQUALIZERS VERIFY THAT THE GROUND BAR NEAR RING MGB #2 TINNED BCW RING GROUND BAR IS TOP OF MONOPOLE, OR WAVEGUIDE GROUNDED TO THE ITOWER TOWER OR RING LADDER. EXOTHERMIC WELD DIAGRAMMATIC LAYOUT ONLY. MAY VARY. TYP COAX GROUNDING 1 CABLE GROUNDING 2 TWO HOLE LUG 3 CABINET GROUNDING SCHEMATIC 4 NOTE: *PROVIDE NO -OX GREASE AT CONTACT RRU GROUNDS STRANDED CU WIRE SURFACE BETWEEN LUG AND GROUND BAR 11' . WITH GREEN, 600V, THHN/THWN INSULATION. SIZE AS SPECIFIED #2 TINNED MOUNTING GROUND PIPE FROM ANTENNA/RRU *CONTRACTOR WILL VERIFY BUSS BAR GROUNDING TO THE TOWER OR RING. '1011ht 11171`• k�`. 41 HYBRID CABLE LEAD "' ti TYPE TA TYPE GT `�* TYPE GR �IANTENNA II TOWER TYPE VB \ / 1 �\ o 0©©© 0 0 0 0 0 0 %t�i� ;"; TYPE SS TYPE HS TYPE HA TYPE ` VS � �� .� • TYPE GL LUG TYPE PG ` O \_.., O 0000 O �� O © 0 0 0 0 O O O 0 © -�0 0 J EXISTING 4"x12"x1/4" THK., TINNED GROUND D BAR & CONNECTIONS. TWO -HOLE LUG, BOLTED TO GROUND BAR USING 3/8"-16 x 1 1/4"STAINLESS STEEL HEX HEAD BOLTS AND HARDWARE. TYPICAL EXOTHERMIC WELD CONNECTIONS 5 GROUND BAR CONNECTIONS 6 STRANDED CU WIRE WITH GREEN, NOTE: 600V, THHN/THWN INSULATION. *PROVIDE NO -OX GREASE AT CONTACT SIZE AS SPECIFIED SURFACE BETWEEN LUG AND GROUND BAR — — — — -.....— GROUND BAR ON WALL, GROUND FLOOR OR ON ANTENNA GROUND LEADS TO EACH �� SECTOR GROUND BAR TOWER / — — \/ \/ COAX CABLE —� GROUND LEADS \ �1�/-- f 0000 °0°000000000000000000000 00 O©©©0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 0©©© 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 © EXISTING GROUND BAR & CONNECTIONS '�E���A~ J PERMITA \ / TWO -HOLE LUG, BOLTED TO \ �PR09/�.� `"_ GROUND BAR USING 3/8"-16 x 1 1/4"STAINLESS STEEL HEX HEAD BOLTS AND HARDWARE. --- REQUIRE': RECEIVED CITY OF TUKWILA * GROUND BARS AT BOTTOM EXOTHERMIC WELD WITH #2 AWG SOLID TINNED OF TOWERS OR MONOPOLES BARE CU WIRE OR STRANDED CU WIRE WITH GREEN, SHALL USE EXOTHERMIC 600V, THHN/THWN INSULATION TO ANTENNA CONNECTION. STRUCTURE, BUILDING, RING GROUND OR MGB JUL Q 1 2013 PERMIT CENTER MASTER GROUND BAR CONNECTIONS 7 NOT USED 8 OWNERSHIP OF DOCUMENTS: THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF REALCOM ASSOCIATES AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF REALCOM ASSOCIATES. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS UNLESS THEY HAVE THE APPROVAL OF THE LICENSED PROFESSIONAL IN WRITING. IP .. ® ), . 1 • \ nt, GENERAL DYNAMICS WIRELESS SERVICES ,0° ' IS, #, smartlink 14432 SE EASTGATE WAY, SUITE 260 BELLEVUE WA 98007-6493 TEL: (425) 274-4444 FAX: (425) 274-4449 2 04-12-13 100% CONSTRUCTION DRAWINGS KSH VD 1 03-20-13 100% DRAWINGS CONSTRUCTION KSH VD 0 01-11-13 90% CONSTRUCTION DRAWINGS KSH VD REV. DATEREVISION DRAWN CHKD. DESCRIPTI BY BY 14N2'8,204 yhDIA i oN WA. i tea,,et d 1:5 ,� 42710 01. W� ' FcIs � � �`rSIONALE�G �1, 13 EXPIRES 11 Mill PROJECT INFORMATION: NETWORK VISION MMBS LAUNCH McQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY JOB NO.: SE25XC333 DRAWN BY: CHECKED BY: DATE: KSH VD 03-20-13 1..SHEE ITLE: uui `¢U= GROUNDING DETAILS SHEET NUMBER: REV.: