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HomeMy WebLinkAboutPermit PL14-0048 - MATT CASKEY / JUSTIN ABBOTT - SPRINT TYPE 1 WIRELESS TELECOMMUNICATIONS FACILITIES PERMITMCQUEEN SPRINT WIRELESS MOD 10400 MLK JR WAY PL14-0048 L14-0073 WIRELESS TELECOMMUNICATIONS FACILITIES City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director January 9, 2014 To: NOTICE OF DECISION Matt Caskey & Justin Abbot Select Site Acquisition, LLC 870 Oravetz Road SE, Auburn, WA 98092 Jay F. Ayers, President, Sebco, Inc. Washington State Department of Ecology King County Assessor, Accounting Division This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. I. PROJECT INFORMATION Project File Number: L14-0073 Applicant: Matt Caskey and Justin Abbott (On behalf of Sprint Wireless) Type of Permit Applied for: Type 1 Wireless Telecommunications Facilities Permit Project Description: Permit to install 3 antennas onto an existing communications tower. Location: 10400 Martin Luther King Jr. Way Tukwila, WA 98178 Associated Files: PL 14-0048 Comprehensive Plan Light Industrial (LI) Designation/Zoning District: II. DECISION SEPA Determination: The City SEPA Responsible Official has previously determined that this application does not require a SEPA threshold determination because it is categorically exempt. Decision on Substantive Permit: The City Community Development Department has determined that the application for a Type 1 Wireless Communications Facility does comply with applicable City and state code requirements and has approved that application with the following condition: 1. Applicant shall install emergency power off switch for antenna array for emergency responders. III. YOUR APPEAL RIGHTS Page 1 of 3 01/16/2015 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 The Decision on this Permit Application is a Type 1 decision pursuant to Tukwila Municipal Code § 18.104.010. Other land use applications related to this project may still be pending. One administrative appeal to the City Hearing Examiner of the Decision on the Permit itself is permitted. A party who is not satisfied with the outcome of the Hearing Examiner appeal process may file an appeal in King County Superior Court from the Hearing Examiner's decision. IV. PROCEDURES AND TIME FOR APPEALING In order to appeal the Community Development Director decision on the Permit Application, a written notice of appeal must be filed with the Department of Community Development within 14 days of the issuance of this decision. The requirements for such appeals are set forth in Tukwila Municipal Code ch. 18.116. All appeal materials shall be submitted to the Department of Community Development. Appeal materials MUST include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision, including any specific challenge to an MDNS. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. 5. Appeal fee of $591. V. APPEAL HEARINGS PROCESS Any administrative appeal regarding the Permit shall be conducted as a closed record hearing before the Hearing Examiner based on the information presented to the Community Development Director, who made the original decision. No new evidence or testimony will be permitted during the appeal hearing. Parties will be allowed to present oral argument based on the information presented to the Community Development Director before their decision was issued. The Hearing Examiner's decision on the appeal is the City's final decision. Any party wishing to challenge the Hearing Examiner's decision on this application must file an appeal pursuant to the procedures and time limitations set forth in RCW ch. 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. If no appeal of the Hearing Examiner's decision is properly filed in Superior Court within such time limit, the Decision on this permit will be final. VL INSPECTION OF INFORMATION ON THE APPLICATION Page 2 of 3 01/16/2015 Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m. and 5:00 p.m. The project planner is Colin Poff, who may be contacted at Colin.Poff@TukwilaWa.gov or 206-431-3662 for further information. Property owners affected by this decision may request a change in valuation for their property tax purposes. Contact the King County Assessor's Office for further information regarding property tax valuation changes. Department of Community Development City of Tukwila Page 3 of 3 01/16/2015 City of Tukwila Jinn Haggerton, Mayor Department of Community Development Jack Pace, Director STAFF REPORT TO THE DIRECTOR PREPARED January 09, 2015 NOTIFICATION: Notification was not required FILE NUMBER: L14-0073 APPLICANT: Matt Caskey & Justin Abbot Select Site Acquisition, LLC PROPERTY OWNER: Sebco Inc. REQUEST: Approval of a Type I Wireless Telecommunications Facility Permit for the modification of an existing wireless telecommunications facility on the rooftop of a building. LOCATION: Parcel number: 0323049026 SEPA DETERMINATION: Exempt COMPREHENSIVE PLAN DESIGNATION: Light Industrial (LI) ZONE DESIGNATION: Light Industrial (LI) STAFF: Colin Poff, Planning Intern ATTACHMENTS: Project Plans for Permit L14-0073 FINDINGS Vicinity/Site Information Project Description: The applicant is requesting a modification to an existing rooftop wireless telecommunications tower located at 10400 Martin Luther King Jr. Way, Parcel #0323049026. The project includes installation of the following: • Install (3) 2.5 GHz Panel Antennas • Install (3) 2.5 GHz RRH • Install (3) Fiber Optic Junction Cylinders • Install (3) Power Junction Cylinders • Install (1) MEDUSA • Install (3) Hybrid Cable Using Existing Coax Route 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 t - The height or square footage of the existing tower will not increase. Existing Development: The existing wireless facility is located on the South end of a building with the address 10400 Martin Luther King Jr. Way. This building sits between Martin Luther King Jr. Way and Interstate 5. Surrounding Land Uses: To the north and east of the site is the Tukwila city boundary. To the west and south are C/LI or LI uses. There are some low density residential (LDR) near the property to the Southeast, but is not adjacent. BACKGROUND: In June, 2014, Sprint received approval for a Type 2 Wireless Facility Permit through file number L13-023. Location Selection Tukwila Municipal Code (TMC) provides a hierarchy of appropriate locations within the City. Generally, co -locations and utilizing existing structures are favored over the development of new standalone WCF within the City. TABLE A Type of Permit Required, Based on Type of Wireless Communication Facility ZONING (1) TYPE OF FACILITY RESIDENTIAL COMMERCIAL INDUSTRIAL Transmission Tower co -location Type 1 Type 1 Type 1 Adding antennas to an existing tower Type 1(2) Type 1(2) Type 1(2) Utility pole co -location Type 2 Type 2 Type 2 Concealed building attached Type 2(3) Type 2(3) Type 2(3) Non -concealed building attached Type 2 Type 2 Type 1 New tower or waiver request Type 4 Type 4 Type 4 (1) (2) (3) Zoning for any private/public property or right-of-way Residential – LDR, MDR, or HDR Commercial – O, MUO, RCC, NCC, RC, RCM, TUC, C/LI or TVS Industrial - LI, HI, MIC/L, or MIC/H Provided the height of the tower does not increase and the square footage of the enclosure area does not increase. An applicant may request to install a non -concealed building attached facility, under TMC Section 18.58.150. The applicant is modifying an existing tower. This decision does not require the use of any new facilities for placement of the new antennas. Design Standards The City provides specific design standards for the placement of WCF within the City of Tukwila. The table below indicates if the applicant's proposal complies with required standards. SM Page 2 of 5 10/19/2015 Table 1 LSee TMC 18.58.070 for further details General Requirements Project complies Project does not comply Not Applicable Notes 1. Generators or other devices which will create noise must comply with TMC 8.22 regarding noise. X The applicant has not proposed a new generator 2.Business License Requirement X Sprint does not have a business license for this site. One will be required before final approval of building permit. 3. Only safety signage must be placed on the WCF. X No signage is proposed 4. Accommodations for parking for maintenance personal must be provided. X The modification does not affect parking 5. Towers shall either maintain a galvanized steel finish or be painted a neutral color so as to reduce its visual obtrusiveness. X There is no tower involved, it is a rooftop installation 6. The design of all buildings and ancillary structures shall use materials, colors, textures, screening, and landscaping that will blend the tower facilities to the natural setting and built environment. X There are no new buildings or structures proposed 7. Antennas shall have the same color scheme as the structure they are located on. X The applicant has not indicated that the color will be changed 8. WCF poles and towers shall only have safety lights if required by a government agency. X No lighting is proposed 9. No advertising is permitted on WCF. X No advertising is proposed 10. Each service provider shall be limited to an equipment enclosure of 360 square feet. X The equipment enclosure does not exceed 360 sq. ft. SM Page 3 of 5 10/19/2015 Table 2 (See TMC 18.58.090 for additional informatio Adding Antennas to Existing WCF Tower -Specific Development Standards Project complies Project does not comply Not Applicable Notes 1. When adding antennas to existing WCF towers, height must not exceed what was approved under the original application to construct the tower. X Additional antennas will not exceed the height of the existing structure 2. Antennas shall be painted to match the color scheme of tower. X Applicant has not indicated that color scheme will be changed 3. There is no limit on the number of antennas that may be located on an existing tower. X 3 antennas are proposed 4. Feed lines and coaxial cables shall be located within the tower. Those exposed shall be painted to match tower. X Coaxial cables will not be exposed. Coax jumper lines will be spliced into existing hybrid cables that are already on the rooftop. No cabling wires will be visible from the ground level. 5. A new cabinet shall be located within the equipment enclosure that was approved as part of the original application, or it will require a Type 2 decision. X Existing cabinet will be used — no new cabinet proposed to be installed. 6. Setbacks shall not apply when an applicant installs new antennas on an existing tower and uses an existing equipment enclosure. If the equipment enclosure is increased, it must meet setbacks. X i Applicant will use existing equipment enclosure CONCLUSIONS 1. As shown in Tables 1 and 2, the project meets all applicable development standards for a Type 1 WCF. 2. Surrounding land uses, parking, and traffic will not be affected by the proposed modifications. The building or site design will not be altered. 3. The proposed project is consistent with goals and policies of the Comprehensive Land Use Policy Plan. SM Page 4 of 5 10/19/2015 c 4 4. Sprint does not have a business license for this specific location as required by TMC 18.58.070 (2); however, one can easily be obtained from the City. A purpose of the business license requirement is so that City staff has contact information for the actual entity utilizing the WCF. 5. The fire department has required that an emergency shut down switch be installed for the antennas for the safety of emergency response personnel. RECOMMENDATIONS The recommendation to the Director of Community Development is to approve the application for a Type 1 Wireless Telecommunications Facility permit as applied for by Select Site Acquisition, LLC on behalf of Sprint with the following conditions: 1. Prior to final approval of the building permit, Sprint shall secure a business license from the City of Tukwila for this specific location. 2. Applicant shall install emergency power off switch for antenna array for emergency responders. SM Page 5 of 5 10/19/2015 Minnie Dhaliwal From: Colin Poff Sent: Thursday, December 04, 2014 3:06 PM To: justin.abbott@selectsiteacq.com' Cc: Minnie Dhaliwal Subject: Additional information for land use application L14-0073 Attachments: Affidavit and Hold Harmelss Permission.pdf Dear Mr. Abbott, I am currently reviewing your land use permit for the modification to the wireless telecommunications facility on 10400 Martin Luther King Jr. Way. I have completed most of the review for the planning department, however I need one additional document as well as some clarification. Could you please assist me with some addition information? • In your application we require a signed copy of affidavit from the property owner. We do have a signed agreement between Sebco and Select Site Acquisition, but we still require this affidavit. I have attached this document to this email. • Will there be any exposed feed lines or coaxial cables? • Is there a new generator being proposed? • Is there a new cabinet being proposed? If so, is it within the existing equipment enclosure? Thank you very much for your assistance. If you have any concerns or questions please contact me. Colin Poff Planning Intern I City of Tukwila 16300 Southcenter Blvd, Tukwila WA 98188 1206.431.3662 I Colin.Pofffa Tukwilawa,g_ov Tukwila: The City of opportunity, the community of choice. Select Site Acquisition, LLC RECEIVED NOV 14 2014 nV,LUF'MtNT November 14, 2014 City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 RE: McQueen Sprint Telecommunications Facility Modification Dear Planning Administrator: Select Site Acquisition, LLC on the behalf of Sprint Corporation, proposes the following modification to an existing rooftop wireless telecommunication tower located at 10400 Martin Luther King Jr. Way, Parcel# 0323049276, within the City of Tukwila city limits. The subject parcel is zoned Industrial. The project description is as follows: • Install (3) 2.5 GHz Panel Antennas • Install (3) 2.5 GHz RRH • Install (3) Fiber Optic Junction Cylinders • Install (3) Power Junction Cylinders • Install (1) MEDUSA • Install (3) Hybrid Cable Using Existing Coax Route Note: Proposed antennas will not exceed height of existing antennas and tower. Square footage of the rooftop wireless equipment enclosure area will not increase as well. Per 18.58.050 Table A of the Tukwila Municipal Code, the adding of antennas to an existing tower, located within an Industrial zone, requires a Type 1 Permit. In addition, the proposal is consistent with the City's preference for locating new wireless communication facilities.../. Place antennas on existing structures, such as buildings, towers, water towers, or electrical emission towers. (18.58.050 C) Real Estate — Planning & Permitting — Project Management —Commercial Signage PO Box 1292, Maple Valley, WA 98038 (206) 790-4655 §e1411:111111\% iQcquisition, LLC NOV 14 2014 DevEtUi)10"41- The Mk4T The following has been included with this Type 1 permit application: ➢ Cover Letter ➢ Completed Wireless Telecommunications Facility Application ➢ Four (4) sets of plans It is currently unknown whether the proposed tower modification will require a City of Tukwila Building Permit. Please advise as soon as possible if this project will require the additional submittal of a building permit. Feel free to contact me at (206) 909-2132 if you have any further questions. Sincer Ma't Caskey Select Site Acquisition, LLC Real Estate — Planning & Permitting — Project Management —Commercial Signage PO Box 1292, Maple Valley, WA 98038 (206) 790-4655 Select Site Acquisition, LLC C�1�� 0 G<'u\NM�N� Jay Ayers, President pt�`l�� SEBCO, INC. 4020 E Madison St., Suite 320 Seattle, WA 98112 February 26, 2014 RE: PCS Site Agreement between SEBCO, INC., (Owner) and Sprint Spectrum L.P. ( Tenant), dated June 12, 2000 and amended April 29, 2005 and amended February 1, 2006 (Site Agreement), with respect to the real property located at 10400Martin Luther King Jr Way, Tukwila, WA (Site), Sprint Cascade No. SE25XC333 Dear Mr. Ayers; This letter is to advise you that it will be necessary within the near future for Sprint Nextel to make certain physical modifications to equipment within Tenant's premises at the Site. These improvements are being undertaken in order to ensure the continued technical and economic feasibility of Tenant's facility, and are needed for Tenant to make optimal use of the Site for the purposes intended by the Site Agreement. As described below, these modifications should have no significant impact on Owner's property or operations. However, in. accordance with the Site Agreement, Tenant is hereby providing notice of the following modifications: Install 3 panel antennas, 3 RRU's and 3 lines of hybrid fiber/DC cables to proposed antenna support structure. See highlighted site sketch attached. No additional ground equipment or expansion of leased space is required. The proposed site modifications are in conformance with the current Site Agreement. Please contact the authorized representative listed below with any questions on this matter. Please return the signed consent in the self addressed stamped envelope provided. Sincerely, Po4rith. Ni.h m a w Patrick Hinman Select Site Acquisition, LLC An authorized representative of Sprint Nextel Phone: (425) 306-2733 Email: patrick.hinmannselectsiteacq.com ACKNOWLEDGED AND AGREED TO: 3/45 iMA ie , Vice. Pp's idem, SEBCO, INC. �/ Printe .` ame: Title: 11 • P Date: /mat k ) Z . 2014 Z� Z a3AI1Oaei • cPR.l1.CT AREA - SEE ENLARGED PLANS & LLEvA1$O MS /E0511NG 1900002 SPRINT ROOC1OP M0S1 @ ANTENNA PLAIFCFM Lv/ RAOOME 10 REMAIN PROPOSED 2.SCN1 500191 ROOF100 Mol, 0 ANTENNA PLATFORM IN/ RAC00E 10 HE MOUNTED 10 (E) R001101 t—ExISTING 00(000 ?ARAo 1 J \-CTIS1StO R001 10? CA5E 1RAY 0/ E%151IAP: cam( CAFE LINES FROM OROJND OA5E0 EWIPMC M1T 10 101( (105 000FECI ALE@ - SEE / ENLARGED PLANS @ ENLARGED GENERAL NOTES 11 « ,:2 P1`(N" 5(4121 1/12' - ENLARGED SITE / COMPOUND PLN 1 1 NMWo[Y PAOLO N 02 In N tnsYSPOU C4JaM1 6 ,C1'KYn n woof. Uw Mt PP ff.02OK MII[r IwM MP +1Sn MUM ID 31.0 W -T fR. CSS Mtn, ,I Sprint` Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206798/655 PkOJE C7 INV012MA-110N: MCQUEEN SE03XC333 1010.0 .W15125 WIPER 0105 JR. WAY 11AIWILA, WA 99118 K4N5 (00511 ISSUED DATE. 02-20-'4 ISSUED FOR: BUILDING PERMIT REVISIONS Pry nnl A 01-00-11 MS, P,11 CD PREIUA tv=w5 OND M 02 -NN -1• CO (NAL DNS C 0 NO FOR (0115 0OCTI00 UNLESS LA9ELE0 AS COIISIRUCTIO5 5E1 7473 REC'ISTERED �_ AR �Y• STATE CF WASHINGTON w -ECT A , SKEET 0122 ENLARGED SITE SHEET VINBERREv151CN. A....2�I:A 0 STATE OF WASHINGTON CITY OF TUKWILA Department of Community Development 6300Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY ss COUNTY ()EKING The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted' with my knowledge and consent. 4. Owner grants the City, its employees, agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at 10400 Martin Luther King Jr Way. Tukwila, WA for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the Toss or damage is the result of the sole negligence of the City. 6. Non -responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. EXECUTED at '1 T'�G./ (city), 404- (state), on. / 2—/ /AR ' 22O/<"- , ..t.J G .423.sem' �f� „ 1'' tes (Print Name) 4710 /1 / Sant (16't k 4:r,j•a-O (Address) 5e 7-7-1-E,✓,c (Phone Number) G zc-33 - 5-308 (S ature On this day personally appeared before me to me known to be the individual who executed the foregoing instrutland acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned t e.e`t N.N �u�� I tltttt SUBSCRIBED !ID S t' pEF' E ME ON THIS i u DAY OF a/ C'� t-� , 20 1 g 17�4 01AM 41/' s0 N* i0uav`�`z�/0 libOp WNV .,6,-- .11 11111 VS,VOSN‘ - NOTARY PUBLIC in and for the State of Washington residing at My Commission expires on 1' i 1 Adeplstore\City Common Ten\Rodsions In Progress, Wireless Comwwucm ion Facilitv•1an201 Ldocx CITY OF TUKWILA WIRELESS TELE— Department of Community Development 6300 Southcenter Boulevard, Tukwila, WAi'tCr-fl, 1,$tRE,v 9MMUNICATION Telephone: (206) 431-3670 Cr FACILITIES NOV 14 2014 COMMuNI r APPLICATION FOR STAFF USE ONLY Permits Plus Type: P -WIRE Planner: File Number: I_I I-{ _ O� ; Application Complete Date: Project File Number: "-pi_% / /!! / `� , O 41 Application Incomplete Date: Other File Numbers: NAME OF PROJECT/DEVELOPMENT: McQueen Sprint Wireless Telecommunication Facility Modification BRIEF DESCRIPTION OF PROJECT: Modification (addition of antennas) of existing rooftop tower CIRCLE TYPE - C■ TYPE 1) TYPE 2 TYPE 3 (PUBLIC HEARING NOTICE ROD) LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 10400 Martin Luther King Jr. Way Tukwila, WA 98178 LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). #0323049276 DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City, to whom all notices and reports will be sent. Name: Matt Caskey & Justin Abbott Select Site Acquisition, LLC Address: 870 Oravetz Road SE, Auburn, WA 98092 Phone: (206) 909-2132 FAX: E-mail: justin.ab, ttta selec) iteacq.com / mattccaskey@hotmail.com Signature: dievi (-4 / Date: 11/14/2014 \\deptstore\City Common\Teri\Revisions In Progress\Wireless Communication Facility-Jan2011.docx CALL FOR UNDERGROUND UTILITIES 2 DAYS PRIOR TO DIGGING CALL 811 TO SPEAK TO WASHINGTON 811 STAFF OR BYPASS CALL CENTER AND COMPLETE PROCESS ON LINE: www.woshinglon811.com AY CALLLL 91 911 Know what's below. C1 Sprint CBII before you dig. WA CODE COMPLIANCE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL COVERNING AUTHORITIES. NOTHING IN THESE SHEETS I5 TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES: • 2012 IBC, STANDARDS AND AMENDMENTS—WAC 51-50 2012 IMC, STANDARDS AND AMENDMENTS—WAC 51-52 2012 IFC, STANDARDS AND AMENDMENTS—WAC 51-54 2012 IPC, STANDARDS AND AMENDMENTS—WAC 51-56, 51-57 ACCESSIBLITY REQUIREMENTS: FACILITY IS EXISTING AND UNMANNED AND NOT FOR HUMAN HABITATION — HANDICAPPED ACCESS REOUIREMENTS ARE NOT REQUIRED IN ACCORDANCE WITH THE 2009 IBC BUILDING CODE. PROJECT DESCRIPTION SPRINT PROPOSES TO MODIFY THE EXISTING UNMANNED TELECOMMUNICATIONS FACILITY BY: • INSTALL (3) PROPOSED 2.5 GHz PANEL ANTENNAS (1 PER SECTOR) • INSTALL (3) PROPOSED 2.5 GHz RRH (1 PER SECTOR) • INSTALL (3) PROPOSED FIBER OPTIC JUNCTION CYLINDERS (1 PER SECTOR) • INSTALL (3) PROPOSED POWER JUNCTION CYLINDERS (1 PER SECTOR) • INSTALL (1) PROPOSED MEDUSA INSTALL (3) PROPOSED HYBRID CABLE USING EXISTING COAX ROUTE (1) PER SECTOR SIGNATURE BLOCK APPROVAL SIGNATURE DATE ISSUED FOR: BUILDING PERMIT REVISIONS SITE ACQUISITION MANAGER DATE DESCRIPTION CONSTRUCTION MANAGER A 02-23-14 A&E MANAGER DHD B PLANNING CONSULTANT CD FINAL DHD RF MANAGER RF ENGINEER D PROPERTY OWNER SPRINT REPRESENTATIVE AAV MANAGER THIS IS AN EXISTING SPRINT WIRELESS TELECOMMUNICATION FACILITY EQUIPMENT UPGRADE 2.5 GHZ UPDATE MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY LATITUDE: 47.50880833 / 470 30' 31.709" (NAD 83) (GPS READING) LONGITUDE: —122.2791444 / —122° 16' 44.92" (NAD 83) (GPS READING) ROOFTOP (TRI -POD TOWER) SEATTLE MARKET DRIVING DIRECTIONS 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 SHEET INDEX SHEET DESCRIPTION T-1 TITLE SHEET N-1 GENERAL NOTES N-2 GENERAL NOTES A-1 SITE PLAN A-2 ENLARGED PLAN A-3 ENLARGED EQUIPMENT PLANS A-4 - ANTENNA PLANS & SCHEDULES A-5 EXTERIOR ELEVATIONS A-6 EQUIPMENT DETAILS RF -1 ANTENNA & CABLE COLOR CODING DETAILS E-1 SCHEMATIC ONE—LINE DIAGRAM & POWER PANEL SCHEDULE E-2 SCHEMATIC CONDUIT ROUTING G-1 SCHEMATIC GROUNDING PLAN G-2 GROUNDING RISER DIAGRAM G-3 GROUNDING DETAILS PROJECT SUMMARY APPLICANT: SELECT SITE ACQUISITION, LLC ON BEHALF OF SPRINT P.O. BOX 1292 MAPLE VALLEY, WA 98038 CONTACT: JUSTIN ABBOTT PHONE; 206-790-4655 PROPERTY INFORMATION: PROPERTY OWNER: PROPERTY OWNER ADDRESS: SEBCO, INC. 4020 E MADISON, SUITE 320 SEATTLE, WA 98112 TOWER OWNER: N/A/ SITE ID: ZONING CLASSIFICATION: CONSTRUCTION TYPE: OCCUPANCY: SE25XC333 LIGHT INDUSTRIAL (LI) EXISTING JURISDICTION: CITY OF TUKWILA CURRENT USE: NEW USE: UNMANNED WIRELESS TELECOMMUNICATIONS FACILITY UNMANNED WIRELESS TELECOMMUNICATIONS FACILITY PROJECT DIRECTORY ARCHITECT: DHD ARCHITECTURE PLLC. 13424 246TH AVE 5E ISSAQUAH, WA 98027 CONTACT: DAVID H DEAN PHONE: 425-657-0552 EMAIL: dovidhdeon@ms n.com SITE ACQ. PROJECT MANAGER: SPRINT CORPORATION CONTACT: KEVIN FOY 206-427-5856 I EASING CONSULTANT: SELECT SITE ACQUISITION, LLC P.O. BOX 1292 MAPLE VALLEY, WA 98038 CONTACT: TOM SPAULDING PHONE; 650-380-3140 CONSTRUCTION MANAGER: SPRINT CORPORATION • CONTACT: JIM GOETTSCHE PHONE: 206-387-5657 M PHONE: 208-672-6402 W BUILDING DEPARTMENT: CITY OF NEWCASTLE 12835 NEWCASTLE WAY, SUITE 200 NEWCASTLE, WA 98056 PHONE: 425-649-4444 ELECTRICAL COMPANY: PUGET SOUND ENERGY PHONE: 1-888-321-7779 TELCO COMPANY: NAME PHONE AW MANAGER: NAME ADDRESS ADDRESS CONTACT PHONE RF ENGINEER: NAME ADDRESS ADDRESS CONTACT PHONE EMAIL 04-0079 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. Spri nt/ Select Site Acquisition, LLC P•O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD B 04-0114 CD FINAL DHD C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 166_7473 REGISTERED ARCHITECT \ PIII!I►, FAVI r . STATE OF WASHINGTON L U -I- OOri + AN 3 SHEET TITLE: TITLE SHEET SHEET NUMBER: T -1B REVISION: DHD PROD. NO. 2014-002 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 SHALLCONSTRUCT IN ACCORDANCE WITH THESE DRAWINGS AND SPRINT INTT RS UC SITE E CON TI NSTANDARDS FOR WIRELESS SITES (LATEST REVISION . THE SPEC RATED CONSTRUCTION U 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 I5 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 8E 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 MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED 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., 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 MANUFACTURERS 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 REPRESENT WORK PREVIOUSLY DONE. DARK SHADED LINES AND NOTES 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 COOROJNATION 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 W/DRAWINGS AND ANY/ALL APPLICABLE SPECIFICATIONS. IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH THESE REQUIREMENTS, CONTRACTOR SHALL NOTIFY 'CONSTRUCTION MANAGER' AS SOON AS POSSIBLE, AFTER THE DISCOVERY OF THE PROBLEMS, AND SHALL NOT PROCEED WITH THAT PORTION OF WORK, UNTIL THE 'CONSTRUCTION MANAGER' HAS DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN. 2. ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ANY/ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. ALL 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 INCLUDED BUT NOT BE LIMITED T0: A. UL -- UNDERWRITERS LABORATORIES 8. NEC -- NATIONAL ELECTRICAL CODE C. NEMA -- NATIONAL ELECTRICAL MANUFACTURERS 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 AND LOCATIONS LOCAT O S WHEN NEEDED. 5. EXISTING SERVICES: CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN PERMISSION OF THE 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 MID 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 OWNERS' CONFIRMATION, ETC. ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ' CONSTRUCTION MANAGER, PRIOR TO BEGINNING ANY WORK. 9. MINIMUM WIRE SIZE SHALL BE #12 AWG, NOT INCLUDING CONTROL WIRING, UNLESS NOTED OTHERWISE. ALL CONDUCTORS SHALL BE COPPER WITH THWN INSULATION. 10. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET/DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. 11. IT 15 NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION. CONTRACTOR 15 EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 12. ELECTRICAL SYSTEM SHALL BE AS COMPLETELY AND EFFECTIVELY GROUNDED, AS REQUIRED BY 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 FULL OPERATIVE AND SUBJECT TO REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION MANAGER. 14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 15. CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS OR 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 FILO 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 MANUFACTURES CATALOG INFORMATION OF ANY/ALL LIGHTING FIXTURES, SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE CONSTRUCTION MANAGER PRIOR TO INSTALLATION. 22. ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY AND SHALL BE INCLUDED IN THE COST FOR WORK AND PERFORMED TO THE SATISFACTION OF THE 'CONSTRUCTION MANAGER' UPON FINAL ACCEPTANCE. 23. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN DIRECTORIES. ALL ELECTRICAL WIRING SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 24. DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY-DUTY, QUICK -MAKE AND QUICK -BREAK ENCLOSURES, AS REQUIRED BY EXPOSURE TYPE. 25. ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF AN ANTI -OXIDE COMPOUND SUCH AS "NO -OXIDE A" BY DEARBORNE CHEMICAL CO. COAT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED COPPER SURFACES, INCLUDING GROUND BARS, SHALL BE TREATED - NO SUBSTITUTIONS. 26. REACEWAYS: 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. RG5 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 'DRIVE 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 N0. 8 AWG. 29. CONNECTORSCONDUCTORS: CONTRACTOR SHALL USE PRESSURE TYPE INSULATED FOR POWER 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. CAUTIONS TAPE TO READ "CAUTION BURIED ELECTRIC" OR "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 UTILIZE GROUND KITS, GROUNDED AS FOLLOWS: A. NEAR ANTENNA RAD CENTER ELEVATION, B. MIDDLE OF TOWER (MID-HEIGH OF ANTENNA), IF CABLE RUN 15 OVER 200', C. BOTTOM OF TOWER, D. AT MASTER GROUND BAR 3'-0" FROM MMBS-BBU CABINET 4. ALL MP R TOP BE LENGTHS AS SHOWN AND INSTALLED BY CONTRACTOR. JUMPERS 5 S HA LL 5. ALL CABLES CA SHALL BE COLOR CODED AS SHOWN ON SHEET RF -1 AND IN ACCORDANCE WITH SPRINT SPEC IFI ATI NS. C 0 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 8Y SAMSUNG 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 WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TO EXCEED 3' OR THE CABLE MANUFACTURES SPECIFICATIONS WHICHEVER I5 LESS, WITH HAHUWARE SPECIFIED IN THL COAXIAL CABLL 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 GDS. 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 SAMUSUNG'S (SPRINT) 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 SAMSUNG RF ENGINEER. SEE HYBRID CABLE SCHEDULE SHEET RF -1, BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY GDIT. 8. ALL HYBRID CABLE WILL 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 I5 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 CORRECT 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 LIFTS THICKNESS SHOULD NOT EXCEED THAT WHICH CAN BE PROPERLY COMPACTED THROUGHOUT I'15 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, THRASH, 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 87 GENERAL CONTRACTOR WITH LOCAL UTILITY COMPANY, TELEPHONE COMPANY, AND ANY OTHER UTILITY COMPANIES HAVING JURISDICTION OVER THIS LOCATION. THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. L..t4OO7 3 S int>r p Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD B 04-0114 CD FINAL - DHD C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET iiii2473 REGISTERED ARCHITECT PP!i •AVI i . STATE OF WASHINGTON 0 AN SHEET TITLE: GENERAL NOTES SHEET NUMBER: N -1B REVISION: DHD PROJ N0. 2014-002 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 I5 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 S0 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 DI557. 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 ELEVATIONS. 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 A5 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 15 GREATER. ALL FABRIC SHALL BE COVERED WITH A MINIMUM OF 4" DEEP COMPACTED STONE OR GRAVEL AS SPECIFIED. I.E. FOOT TYPE No. 57 FOR FENCED COMPOUND; FOOT 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 TI -IAT 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 I5 REMOVED OR DISTURBED DURING CONSTRUCTION OPERATIONS, REPLACE GRAVEL SURFACING TO MATCH ADJACENT GRAVEL SURFACING AND RESTORED 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 OWNERS 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 INSTALL/CONSTRUCT ALL NECESSARY SEDIMENT/SILT CONTROL FENCING AND PROTECTIVE MEASURES WITHIN THE LIMITS OF 51TE DISTURBANCE PRIOR TO CONSTRUCTION. 4. NO SEDIMENT SHALL BE ALLOWED TO EXIT THE PROPERTY. THE CONTRACTOR 15 RESPONSIBLE 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 CONTRACTORS 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. ONLY TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED. 8. SEEDING SAND MULCHING AND/OR SODDING OF THE SITE WILL BE ACCOMPLISHED AS SOON A5 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 O F STEEL CONSTRUCTION. STEEL SECTIONS SHALL BE IN ACCORDANCE WITH ASTM AS INDICATED BELOW, W -SHAPES: ASTM A992 50 951 ANGLES BARS CHANNELS: ASTM A36 36 KSI I S H55 SECTIONS: ASTM 500, 46 KSI PIPE SECTIONS: ASTM A53 -E, 35 951 2. ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL 8E 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-STURCUTRAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"4 ASTM A 307 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 STRENGTH 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 I5 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 IN 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. 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 PATTER 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 1391TER. 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 fo'=3,000 PSI AT 28 DAYS UNLESS NOTED OTHERWISE. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES CLASS "B" AND ALL HOOKS SHALL BE STANDARD 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 1090 Sc MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. WEATHERPROOFING NOTES STANDARD CONSTRUCTION SPECIFICATIONS FOR WIRELESS SITES 3.6 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 15 GREATER). IF NO DIRECTION 15 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 h' 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: 1. REQUIRED MATERIAL: COLD SHRINK TUBE, SPACERS A5 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 8E WRAPPED SO THAT THE ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE 50 WATER WILL 8E REPELLED AND NOT ALLOWED TO COLLECT AND POOL. TI -115 TOP LAYER OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE COLO SHRINK TUBE ONTO THE UNDERLYING CABLE. TAPE SHALL BE WRAPPED 50 THAT NO VOIDS OR AIR PACKETS ARE PRESENT. TAPE SHALL BE CUT WITH A SHARP KNIFE. O. 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 PACKETS ARE PRESENT AND MUST EXTEND ONE 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 PACKETS DOWN TO THE SMALLER DIAMETER CABLE. STEP 3: WRAP CONNECTOR/GROUND KIT WITH TWO LAYERS OF BLACK ELECTRICAL TAPE 2 INCH WIDTH OVERLAPPING EACH ROW BY 1 INCH. THESE LAST TWO LAYERS MUST BE WRAPPED USING A SHINGLED EFFECT. THE TOP LAYER SHALL BE WRAPPED 50 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 BUTYL RUBBER TAPE ONTO THE UNDERLYING CABLE. ALL LAYERS OF TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS 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 15 STRETCHED TIGHT DURING THIS APPLICATION. STEP 3: WHILE STRETCHING TAPE, MAKE ONE WRAP OF THE TAPE AROUND THE CABLE, MAKING SURE THE TAPE I5 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. 5: OVER STEP WRAP 0 E 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: TWO ROWS OF SELF -AMALGAMATING TAPE SHALL 8E 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 TWO 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 8E WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT. THE LAST WRAP OF TAPE SHALL NOT BE PULLED OR STRETCHED. ALL TAPE SHALL BE CUT WITH A SHARP KNIFE OR SCISSORS. 11+ooi 3 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. �lSpri nt Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD B 04-0114 CD FINAL DHD C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHITECT Pli! FAVI i . STATE OF WASHINGTON W._J 0 AN - SHEET TITLE: GENERAL NOTES SHEET NUMBER: N -2B REVISION: DHD PROD. N0. 2014-002 S. 104TH PL EXISTING / PROJECT AREA ACCESS EXISTING BUILDING EXISTING PROJECT AREA ACCESS PROJECT AREA - SEE ENLARGED PLANS & ELEVATIONS EXISTING J PARKING GENERAL NOTES THIS IS NOT A SITE SURVEY: ALL PROPERTY BOUNDARIES, ORIENTATION OF TRUE NORTH AND STREET HALF -WIDTHS HAVE BEEN OBTAINED FROM A TAX PARCEL MAP AND OR SATELLITE IMAGES AND ARE APPROXIMATE. I 22"x34" SCALE: 1" = 50-0" 11"x17" SCALE: 1" = 100'-0" 5 5 0 100' OVERALL SITE PLAN 1 1 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS 15 PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES 15 STRICTLY PROHIBITED. U4-0073 pS t•int> Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKOILP, vuA 98178 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD B 04-0114 CD FINAL DHD C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET th....7473 REGISTERED ARCHITECT \ DAVID . STATE OF WASHINGTON W 0 AN SHEET TITLE: OVERALL SITE SHEET NUMBER:REVISION: A_1 B DHD PROD. N0. 2014-002 1 J x PROJECT AREA — SEE LNLARGEN PLANS & EVATIGNS HFLEX� HFI FX EXISTING 1900MHZ SPRINT ROOFTOP MAST ac PLATFORM W//T RADOME TO REMAIN PROPOSED 2.5GHz SPRINT ROOFTOP MAST & ANTENNA PLATFORM W/ RADOME TO BE MOUNTED TO (E) ROOFTOP HFI FX HFI FX HFI FX HFI FX HFI FX —ACCESS TO SPRINT SITE FROM PUBLIC RIGHT—OF—WAY EXISTING SPRINT UNDERGROUND TRENCH TO EQUIPMENT AREA (APPROXIMATELY 83' RUN) — PREPARE FOR INSTALLATION F NEW HYBRID LINE —EXISTING BUILDING PARAPET PROJECT AREA — SEE ENLARGED PLANS & ELEVATIONS EXISTING ROOF TOP CABLE TRAY W/ EXISTING COAX CABLE LINES FROM GROUND BASED EQUIPMENT TO ANTENNAS J GENERAL NOTES THIS 15 NOT A SITE SURVEY: ALL PROPERTY BOUNDARIES, ORIENTATION OF TRUE NORTH AND STREET HALF -WIDTHS HAVE BEEN OBTAINED FROM A TAX PARCEL MAP AND OR SATELLITE IMAGES AND ARE APPROXIMATE. U4 -oma s 22"x34" SCALE: 3/32" = 1'-0" Feipei1 11"x17" SCALE: 3/16" = 1 -0 16' 8' 0" 16' ENLARGED SITE / COMPOUND PLAN 1 1 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. • ntY Select Site Acquisition, LLC B oa 1 P.O. Boa 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN�S 10400 MARTINrLUTH�3�� JR. WAY TUKVIILA, VVA 98178 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD B 04-0114 CD FINAL DHD C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET th....7473 REGISTERED ARCHITECT \ Pill° PAVI0 . STATE OF WASHINGTON OP?.4 0 AN SHEET TITLE: ENLARGED SITE SHEET NUMBER: A -2B REVISION: DHD PROD. N0. 2014-002 N THIS SET OF CONSTRUCTION DOCUMENTS 5 PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. Spri nt:>1 13'-6" PROJECT INFORMATION: MCQUEENC 10400 MARTIN E2XC333 UTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT 13'-6" REV. ALL EXISTING SPRINT GROUND DESCRIPTION INITIALS _ 1 2' 0" _ DHD B 04-0114 _ 1 Z 0„ DHD C BASED EQUIPMENT TO REMAIN - NO ADDITION SPRINT D EQUIPMENT INSTALLED AT THIS TIME 1 R . ♦ ' \ „v •I 1 1 R, ig • II 11 '`t 11 ♦ II au NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET TELCO lik,iiiiihi..._7473 \ REGISTERED ARCHITECT Pli! WA DAVID . STATE OF WASHINGTON 0 AN TELCO SHEET NUMBER: A -3B REVISION: DHD PROD. N0. 2014-002 ELEC. ELEC. cYY,�XY7V--F- .a crxxxn -13 PROPOSED SPRINT x _ 0 In CABLE k EXISTING SPRINT TELCO / PPC CABINET TO REMAIN 0 I HYBRIFLEX TO ROOFTOP I = EXISTING SPRINT TELCO / PPC CABINET TO REMAIN IEXISTING n 4 0 o TRAY W/ EXISTING I EXISTING SPRINT BATTERY CABINET p I x J = ' - EXISTING SPRINT BATTERY CABINET HYBRIFLEX I EXISTING CABLE I ` EXISTING SPRINT MMBS CABINET TRAY W/ EXISTING MMBSNG CABINET SPRINT HYBRIFLEX ` / 1 ' ' 1 1610 >41 1¢m 1u1 EXISTING 6'-0" CHAIN LINK FENCE TO REMAIN EXISTING 6'-0" CHAIN LINK FENCE TO REMAIN 22"z34" SCALE: 1/4" = 1'-0" mom _ EXISTING EUPMENT PLAN22%34" Q 1 SCALE: 1/4" = 1'-0" _ PROPOSED TEMP. EQUIPMENT PLAN 11"x17" SCALE: 1/8" = 1'-0" 4 3 2 1 0' 4' Q 1 2 11"x17" SCALE: 1/8" - 1'-0" 4 3' 2 1' 0" 4' 13'-6" ALL EXISTING SPRINT GROUND 12'-0" BASED EQUIPMENT TO REMAIN - NO ADDITION SPRINT _ EQUIPMENT INSTALLED AT THIS TIME NOTE: STRUCTURAL PREFORMEDONL ROOFTOPS, FLAGPOLES AND TOWER SITES BEFORE INSTALLATION OF NEW ANTENNAS, NEW RRUS, & NEW CABINETS/TEMPORARY PLATFORMS. STRUCTURAL ANALYSIS PROVIDED ON BEHALF OF SPRINT ii R -w `�`% ` n1 11 . a TELCO -1 EXISTING ITEMS TO BE REMOVED PROPOSED SPRINT w CDMA ANTENNA 0 CDMA CABINET 0 0 HYBRIFLEX TO ROOFTOP x EXISTING SPRINT TELCO / PPC CABINET TO REMAIN BBU CABINET 0 MICROWAVE CABINET 0 p I COAX CABLE 0 I 0 J = EXISTING SPRINT BATTERY CABINET (4yl7 ; EXISTING CABLE TRAY W/ EXISTING / 'I i EXISTING SPRINT MMBS CABINET \\ HYBRIFLEX I �o R n \ EXISTING 6'-0" CHAIN LINK FENCE TO REMAIN 22"x34" SCALE: 1/4" = 1'-0" IMIMI PROPOSED EQUIPMENT PLAN 1 3 NOTES / REMOVED ITEMS 1 4 11"x17" SCALE: 1/8' = 1'-0" 4' 3' 2' 1' 0" 4' N THIS SET OF CONSTRUCTION DOCUMENTS 5 PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. Spri nt:>1 Select Site Acquisition, LLC P.O. Boa 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEENC 10400 MARTIN E2XC333 UTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD B 04-0114 CD FINAL DHD C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET lik,iiiiihi..._7473 \ REGISTERED ARCHITECT Pli! WA DAVID . STATE OF WASHINGTON 0 AN SHEET TITLE: ENLARGED EQUIPMENT PLANS SHEET NUMBER: A -3B REVISION: DHD PROD. N0. 2014-002 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. Spri ntN 0 Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN���� S10400 MARTIN JR. WAY TUKWILA, WA 98178 KING COUNTY (P) SPRINT ANTENNA TRI -POD FRAME ATTACHED TO (E) ROOF W/ NEW I UNI -STRUT BRACING FOR (P) RRH'S ¢r II5 (P) SPRINT 38 RADOM, 01� �, �` (PROVIDED BY OTHERS) l q► ` ' ' ` `CONSTRUCTIONNAS OR TO , ' ''' �.` VERIFY SIZE W/ PROPOSED A4/ `AV wM�`` ' _ \ N- 414, ISSUED FOR: BUILDING PERMIT REVISIONS EXISTING SPRINT 1 900HMZ RRU (1 PER SECTOR - TOTAL OF 3) al= EXISTING ANTENNA TRI -POD FRAME ATTACHED TO ROOF �, �_�T\ ''' �,, ' ' ,dam ,` DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD B o' �I A ' / •,# , 0 4&b?4IN•Mil /c„, ' \lilt, ••I I. /mo �►� I!...I�...1I \ • , Ti o s cT., &I i..,Il.�i��, 9 NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET T y�, j473 \ REGISTERED ARCHITECT PI! FAVI i . STATE OF WASHINGTON PP .4 r AN SHEET TITLE: ANTENNA PLANS SCHEDULES SHEET NUMBER: A -4B J DHD PROD. N0. 2014-002 \ 1 EXISTING BUILDING PARAPET (P) SPRINT 2.5GHz PANEL ANTENNA EXISTING BUILDING PARAPET EXISTING SPRINT 1900MHZ QUAD ANTENNA (1 PER SECTOR - TOTAL OF 3) A-6 T(P) O.D. PIPE 1 PER SEOCTOTR, TOTAL OF 3 6/8 (P) SPRINT 2.5GHz RRH MOUNTED ON (P) EXISTING SPRINT 38" TO REMAIN RADOME A_6 3Y2" O.D. PIPE. PROVIDE PIPE ADAPTER KIT TO SUIT IF NECESSARY - 1 PER SECTOR, TOTAL OF 3 22"x34" SCALE: 3/16" = 1'-0" EXISTING ANTENNA PLAN 1 1 22N34" SCALE: 3/16.,- ms' TEMP. ANTENNA PLAN 2 11.0 e PROPOSED 11"x17" SCALE: 3/8 = 1'-0" 8' 4 0" 8' EXISTING SPRINT (P) SPRINT ANTENNA 1900HMZ ANTENNAS " ATTACHED TO (E) ROOF UNI -STRUT BRACING & RRU (1 PER Q IS SECTOR - TOTAL E- OF 3) TO REMAIN/11*.1 - (P) SPRINT 38"Z 11 (PROVIDED BY OTHERS) AI /t ► VERIFY SIZE W 4 •'� ` / ANTENNAS PRIOR ',`Aj CONSTRUCTION /.414 Y TRI FOR RADOM, PROPOSED TO -POD FRAMEPLATFORM. / 1 \ W/ NEW (P) RRH'S Qr 7 oI� 1-I' �, '► ''��` � ` 1`•` A '' NOTE: STRUCTURAL ANALYSIS MUST BE PREFORMED ON ALL ROOFTOPS, FLAGPOLES AND TOWER SITES BEFORE INSTALLATION OF NEW ANTENNAS, NEW RRUS, & NEW CABINETS/TEMPORARY STRUCTURAL ANALYSIS PROVIDED BY GENERAL DYNAMICS. NOTE: EXISTING ANTENNAS ARE CDMA UNLESS NOTED OTHERWISE. NEW SPRINT ANTENNAS INCLUDE RESPECTIVE RRU'S WHICH SHALL 8E MOUNTED ON THE PIPE BEHIND THE ANTENNA SIMILAR TO THAT SHOWN ON DETAIL 1, SHEET A-6. FIELD VERIFY EXISTING AZIMUTH BEFORE RELOCATING THE ANTENNA, IF REQUIRED. PRIOR APPROVAL FROM SPRINT 70 BE GRANTED BEFORE RELOCATION OF ANTENNAS. NOTES: A AZIMUTHS7 TAB ISH CLOCKWISEFROM THETRUENORTH HEADING. CONTRACTOR SHALL VERIFY NEW ANTENNA RAD CENTER AND ORIENTATIONS WITH SPRINT PCS ALL ARE 0 BE ESTABLISHED ED 0 0 PRIOR TO INSTALLATION OF ANTENNAS. PRIOR TO ATTACHING ANTENNAS AND MOUNTING SECTIONS, EXISTING TOWER AND TOWER FOUNDATION MUST BE ANALYZED BY A LICENSED THBY OTHERS. CONTRACTORUALSHALL INE REFER TO TOWER STRUCTURAL ENGINEER TO VERIFY TOWER L CAPABLE OF SUPPORTING THE NEW LOADS. OWER H STRUCTURAL MADE STRUCTURAL CALCULATIONS FOR ADDITIONAL LOADS. NO ERECTION OF MODIFICATION OF TOWER SHALL BE MADE WITHOUT APPROVAL OF STRUCTURAL ENGINEER. 2.5 GHz EQUIPMENT ONLY _-_ . `� �GP� �' �� \ 4.0. ���N\ ` 6 ��`..� ` YI ,./ `.` ' I X `•` X�� �i' AY �� �i•' N q\N.,. / / �l•- \ `�I A_\\ .�. �� ` ,. ` ` ' �j `•` / `�i� I .i RRU / HYBRID CABLE SCHEDULE SECTOR RRH MODEL RRH FREQUENCY HYBRID CABLE LENGTH HYBRID CABLE DIAMETER JUMPER SIZE JUMPER LENGTH RET LENGTH RET CABLE MANUFACTURER RET CABLE MODEL NUMBER ALPHA 2.5GHz RRH 1 2.5GHz 130' 1" 1/2" 6' 9.8' COMMSCOPE iRET AISGv2.0 BETA 2.5GHz RRH (1)2.5GHz 130; 1" 1/2" 6' 9.8' COMMSCOPE iRET AISGv2.0 GAMMA 2.5GHz RRH (1)2.5GHz 130 1" 1/2" 6' 9.8' COMMSCOPE iRET AISGv2.0 ANTENNA SCHEDULE Tim_�X_XT�vi_viT�cra=�� I'...,I,�m� Lyles \ ` •` \ t7 \�/ J \�7.0�`S C i „ SECTOR ANTENNA FREQUENCY ANTENNA MFR. ANTENNA MODEL QUANTITY QU AN AZIMUTH RAD CENTER ANT. SIZE ELECT TILT METH TILT ALPHA 2.5 GHz KMW ET-X-WM-18-65-BP 1 (PER SECTOR) 0' 30'-0" 69.7 -0' N/A �___7�___�C /B" _ B BETA 2.5 GHz KMW ET- X-WM-18-65-8P 1 (PER SECTOR) 120' 30'-0" 69.7" -3' N/A I- %J� GAMMA 2.5 GHz KMW ET- X-WM-18-65-8P 1 (PER SECTOR) 240' 30'-0" 69.7" -3' N/A Le1 �' a 5 r EXISTING BUILDING PARAPET (P) SPRINT 2.5GHz PANEL ANTENNA A-6 MOUNTD ON (P) 3Y2"0 O.D. PIPE - 1 PER SECTOR, TOTAL OF 3 6/8 (P) SPRINT 2.5GHz RRH MOUNTED ON (P) 3Y2 O.D. PIPE. PROVIDE PIPE ADAPTER KIT A-6 TO SUIT IF NECESSARY - 1 PER SECTOR, TOTAL OF 3 22"x34" SCALE: 3/16" = 1'-0" PROPOSED ANTENNA PLAN 1 3 NOTES / ANTE A SCHEDULE 1 4 11"x17" SCALE: 3/8 = 1'-0" g' - " 8' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. Spri ntN 0 Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN���� S10400 MARTIN JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD B 04-0114 CD FINAL DHD C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET th j473 \ REGISTERED ARCHITECT PI! FAVI i . STATE OF WASHINGTON PP .4 r AN SHEET TITLE: ANTENNA PLANS SCHEDULES SHEET NUMBER: A -4B REVISION: DHD PROD. N0. 2014-002 ,TOP OF (N) SPRINT NV ANTENNAS ELEV. 34.-10" AGL RAD CENTER OF (N) SPRINT NV ANTENNAS V' ELEV. 30'-0" AGL (E) BUILDING ROOF DECK ELEV. 24'-8" AGL EXISTING SPRINT HYBRID CABLE ROUTE FROM GROUND BASED EQUIPMENT TO ANTENNAS - PREPARE FOR NEW HYBRID LINES FINISH GRADE ELEV. 1T-0" REF. (P) SPRINT RADOME SCREEN TO MATCH (E) - VERIFY IN FIELD (P) SPRINT 2.5GHz PANEL ANTENNA MOUNTD ON (P) 3/2"0 0.D. PIPE - 1 PER SECTOR, TOTAL OF 3 P) SPRINT 2.5GHz RRH MOUNTED ON (P) 3/2" 0.D. PIPE. PROVIDE PIPE ADAPTER KIT TO SUIT IF NECESSARY EAST ELEVATION EXISTING BUILDING EXISTING SPRINT TRI -POD BASE TO REMAIN - BEYOND / NOT SHOWN FOR CLARITY 22"x34" SCALE: 3/64 = 1'-0" 1.10001 11"x17" SCALE: 3/32" = 1 -0 8' 6' 4' 2' 0" 5' EXTERIOR ELEVATION 1 2 EXISTING SPRINT 1900MHZ QUAD ANTENNAS & PRU'S (1 PER SECTOR, TYPICAL OF 3) MOUNTED BEHIND (E) RADOME TO REMAIN TOP OF (N) SPRINT NV ANTENNAS ELEV. 34'-10" AGL RAD CENTER OF (N) SPRINT NV ANTENNAS ELEV. 30'-0" AGL (E) BUILDING ROOF DECK ELEV. 24'-8" AGL FINISH GRADE (P) SPRINT RADOME SCREEN TO MATCH (E) - VERIFY IN FIELD (P) SPRINT 2.5GHz PANEL ANTENNA MOUNTD ON (P) 3/2"O 0.D. PIPE - 1 PER SECTOR, TOTAL OF 3 (P) SPRINT 2.5GHz RRH MOUNTED ON (P) 3/z" 0.D. PIPE. PROVIDE PIPE ADAPTER KIT TO SUIT IF NECESSARY EXISTING BUILDING \N ELEV. 1T-0" REF. SOUTH ELEVATION 22"x34" SCALE: 3/64 = 1'-0" 11'x17" SCALE: 3/32" = 1 -0 8' 6' 4' 2' 0" 8' 4(4.403 TERIOR ELEVATION 1 4 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS 15 PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. Sprint> PAINT NOTES PAINT NOTES: 1. (N) SPRINT EXPOSED ANTENNAS AND MOUNTING REVISIONS HARDWARE TO BE PAINTED TO MATCH (E) SITE DATE CONDITIONS PER EQUIPMENT MANUFACTURER'S INITIALS RECOMMENDATIONS. 2. (6) SPRINT EXPOSED ANTENNA SUPPORT EQUIPMENT DHD AND MOUNTING HARDWARE TO BE PAINTED TO MATCH 04-0114 (E) SITE CONDITIONS PER EQUIPMENT MANUFACTURER'S DHD RECOMMENDATIONS. 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. (5) SPRINT NV ANTENNAS ARE TO BE INSTALLED 50 THAT THE TOP OF THE (N) ANTENNA ALIGNS WITH THE TOP OF THE (E) SPRINT CDMA ANTENNAS THAT ARE TC REGISTERED ARCHITECT \ up. p•A DAVI i . r AN STATE OF WASHINGTON 8E REMOVED. EXISTING SPRINT 1900MHZ QUAD ANTENNAS & PRU'S (1 PER SECTOR, TYPICAL OF 3) MOUNTED BEHIND (E) RADOME TO REMAIN TOP OF (N) SPRINT NV ANTENNAS ELEV. 34'-10" AGL RAD CENTER OF (N) SPRINT NV ANTENNAS ELEV. 30'-0" AGL (E) BUILDING ROOF DECK ELEV. 24'-8" AGL FINISH GRADE (P) SPRINT RADOME SCREEN TO MATCH (E) - VERIFY IN FIELD (P) SPRINT 2.5GHz PANEL ANTENNA MOUNTD ON (P) 3/2"O 0.D. PIPE - 1 PER SECTOR, TOTAL OF 3 (P) SPRINT 2.5GHz RRH MOUNTED ON (P) 3/z" 0.D. PIPE. PROVIDE PIPE ADAPTER KIT TO SUIT IF NECESSARY EXISTING BUILDING \N ELEV. 1T-0" REF. SOUTH ELEVATION 22"x34" SCALE: 3/64 = 1'-0" 11'x17" SCALE: 3/32" = 1 -0 8' 6' 4' 2' 0" 8' 4(4.403 TERIOR ELEVATION 1 4 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS 15 PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. Sprint> Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY IUKWILA, WA 981 /8 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD B 04-0114 CD FINAL DHD C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 162473 REGISTERED ARCHITECT \ up. p•A DAVI i . r AN STATE OF WASHINGTON SHEET TITLE: EXTERIOR ELEVATIONS SHEET NUMBER: A -5B REVISION: DHD PROD. N0. 2014-002 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. Sprint) Select Site Acquisition, LLC P.O. Boa 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 04-01-14 MANUFACTURER: KMW MODEL:IGHE LBS 18 -65 -SP WEIGHT: 41.7 LBS DIMENSIONS: 69.7" X 12" X 4.3" FREQUENCY: REFER TO RF DATA SHEET (E) MOUNT OR (P) PIPE SPECIFICATIONS ARE SUBJECT TO CHANGE W/ OUT NOTICE DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD B 04-0114 CD FINAL DHD C D L_ TOP O O 0 NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET RF CONNECTOR REGISTERED ARCHITECT \ IIIIIP DAVI 0 . STATE OF WASHINGTON 1111!!!4 + AN SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: A -6B REVISION: (TYP) BOTTOM ANTENNA INFORMATION PULLED FROM PRELIMINARY PRODUCT DATA SHEET _qt_ FRONT 5.10E 22"x34" SCALE: NOT TO SCALE EQUPMENT DETAIL 11x17" SCALE: NOT TO SCALE 1 22"x4" SCALE: NOT TO SCALE 11'x37" SCALE: NOT TO SCALE EQUIPMENT DETAIL 2 22"x34" SCALE: NOT TO 11"x17" SCALE: NOT TO SCALE EQUPMENT DETAIL 3 22"x34" SCALE: NOT TO 11"x17" SCALE: NOT TO SCALEQANTENNA DETAIL 1 4 PROPOSED SAMSUNG RRH EXISTING OR MOUNTED BEHIND PROPOSED 3)"0 NEW ANTENNA PIPE MOUNT Dr - PROPOSED SAMSUNG RRH MOUNTED BEHIND NEW ANTENNA dimMeh 2.5GHz RRU W/ FINGER GUARD 9 1/2" 1 MANUFACTURER: SAMSUNG 0 0 0 0 0 MODEL XXXXXXXXXX WEIGHT: 59.5 LBS (2714y) DIMENSIONS: 15.5" X 18.6" X 9.45" PORTS: PORTS: 8RF OUTPUT - MINI DIN SPECIFICATIONS ARE SUBJECT TO CHANGE W/ OUT NOTICE O 0 0 0 O O 0 O 0 0 O O O O O O O O 000000000000000000 O O O O O O O O O 0 o 00oo 0 O O O O 0 O O O O 000000000 O O O O O 000000000 1'-3 1/2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O 0 0 0 0 0 O O O O o0 RE CALIBRATION 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 O�O�O�O,�O�O,�O�O„O„OOOOOOOOO .• O O 0 O O O 0 O O O O O O O O O 0 O 0 O OO O PROPOSED 1IlllillIllllllllllllllilll,� .1 L BsARMACSKUENTG&MOUNTING ♦i.mz=.zum �IHARDWARE IIIIIIIpII :42g fg° °°; g ° ^R�"^°'^g I In PROPOSED ANTENNA A—DDSIETIEONDAETAIL FOR INFORMATION PORT N -TYPE co N O_O_ _O_OOO =0=0= EXISTING ORPORTS PROPOSED3/i".5 o)°o`°"° 111 8 RF OUTPUT — MINI DIN 000000 O O O O O O O O CO®OC000000000 PIPE MOUNT "MMS" °° _ 0ANTENNA 0o0o0o0o0�0�0g0o0 O O O O O O O O O l — O O O ❑ oGaaG�J PER PROPOSED TFORA SAMSPROPUNG RRH ADDITIONAL MOUNTED BEHIND INFORMATION NEW ANTENNA �., 1--1 PROPOSED SAMSUNG MOUNTING BRACKET & HARDWARE MANUFACTURER �7/ O O V O O 000 — O O O O O O O O O 0 O 0 O 0 O 0 O 0 I 000000000000000000 m O O O 000000000000000000 000000000000000000 BOTTOM REAR EXISTING OR PROPOSED Wm PIPE MOUNT —rii_ SIDE ❑ � 2222 2 2221:1 000 ® ` FIBER MPO DC POWER J CONNECTOR CONNECTOR 1x37° SCALE: NOT TO SCALE 2.5GHZ RMECHANICAL SPECIFICATIONS 11" x17" SCALE: NOT TO SCALE RU 1 1 6 22%34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE RRU POLE INSTALLATION DETAIL 18 PROPOSED TRI -POD ANTENNA POLE PROPOSED HYBRID CABLES, JUMPERS, CLAMPS, ETC. NOT SHOWN FOR CLARITY - SEE ANTENNA / RRH DETAILS FOR ADDITIONAL INFORMAITON SEE STRUCTURAL REPORT FOR ADDITIONAL BALLAST INFORMATION 1/1 PROPOSED SPRINT ANTENNAS PER PLAN PROPOSED 36" 0 RADOME — VERIFY SIZE OF SPRINT ANTENNAS & MOUNTS PRIOR TO RADOME DESIGN & CONSTRUCTION PROPOSED SPRINT RRH'S ATTACHED TO NEW VALMONT NON—PENETRATING PROPOSED RUBBER MAT UNDER BALLAST TIE DOWN KIT � , TRI -POD IIN�UNISTRUT PROOSED ` I'��\ NON—PENETRATING AI' , (OR • MOUNT - INSTALL ADDITIONAL BRACING AS REQUIRED TRIPOD ANTENNA TRPD—HD VALMONT/�� APPROVED EQUAL) (6) ROOF MEMBRANE ?; .;; SCALE: NOT TO SCALE EQUPMENT DETAIL 10 22%34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE TRI -POD / ANTENNA / RADOM DETAIL 1 12 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. Sprint) Select Site Acquisition, LLC P.O. Boa 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD B 04-0114 CD FINAL DHD C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET th.„.7473 REGISTERED ARCHITECT \ IIIIIP DAVI 0 . STATE OF WASHINGTON 1111!!!4 + AN SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: A -6B REVISION: DHD PROD. N0. 2014-002 j(4qy73 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 FREOUENCY COLOR CODE FIRST RING SECOND RING 2.5 GHz YELLOW RED TYPICAL JUMPER CABLE COLOR CODE FREQUENCY ANTENNA PORT RRU PORT CABLE COLOR 2.5 GHz 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 MODEL NUMBER TYPE LENGTH RADIUS WEIGHT/LF DATE (FT) INCHES (LBS) AWG 8 1 PAIR, AWG 10 3 PAIR TYPE 1 30'-135' 1.35 1 j%8 AWG TYPE 2 136'-225' 1.5 1.5 #6 AWG TYPE 3 226'-390' 1.75 BUT LESS THAN 2" 2.0 #4 AWG 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" 1, -262'-5.60" REV. DATE DESCRIPTION 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" 1.1871.25" 1.25" 1.56" 1.69" BENDING RADIUS 11.81" 12.99" 15.35" 17.71" 17.71" 18.00130.00" 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 2 PAIR POWER AND OPTIC CABLE AND WITH PE PIPE 2 PAIR POWER OPTIC CABLE WITH PE PIPE 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE COLOR CODING 1 1 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE HYBRID CABLE TYPES 1 4 (4) PAIR COPPER TO RRU (6) FIBER CABLES 1 3/4" TAPE 1 3/4" TAPE 1 3/4" TAPE 7/8" SPACE SECOND RING 7/8" SPACE THIRD RING FIRST RING BETWEEN (10 APPLICABLE PER BETWEEN (IF APPLICABLE PER HYBRID COLOR CODE RINGS SECTOR) RINGS SECTOR) 1 3/4" SPACE BETWEEN HYBRID CABLE COLOR CODE AND FREQUENCY COLOR CODE 1 3/4" TAPE 1 3/4" TAPE FIRST RING SECOND RING FREQUENCY COLOR FREQUENCY COLOR CODE CODE 1 3/4" SPACE FROM END OF BREAK-OUT CYLINDER 1 3/4" TAPE RING FIRST RING 1 3/4" TAPE RING 1 3/4" TAPE RING 7/8" SPACE SECOND RING 7/8" SPACE THIRD RING BETWEEN (IF APPLICABLE PER BETWEEN (IF APPLICABLE PER RINGS SECTOR) RINGS SECTOR) HYBRID OR CODE)JI TAPE (SEE TABLE FOR DETAILS) (4) PAIR COPPER TO CABINET (6) FIBER CABLES HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) 1 3/4" TAPE 1 3/4" TAPE 1 3/4" TAPE 7/8" SPACE SECOND RING 7/8" SPACE THIRD RING FIRST RING BETWEEN (IF APPLICABLE PER BETWEEN (16 APPLICABLE PER HYBRID COLOR CODE RINGS SECTOR) RINGS SECTOR) NO SPACE BETWEEN J FREQUENCY COLOR HYBRID COLOR CODE HYBRID COLOR CODE CABLE CODE (SEE TABLE TAPE (SEE TABLE TAPE (SEE TABLE FOR DETAILS) FOR DETAILS) FOR DETAILS) 1 3/4" SPACE BETWEEN HYBRID 1 3/4" TAPE 1 3/4" TAPE CABLE COLOR CODE FIRST RING SECOND RING AND FREQUENCY FREQUENCY COLOR FREQUENCY COLOR COLOR CODE CODE CODE 1 3/4" SPACE FROM END OF BREAK-OUT CYLINDER 1 3/4" TAPE RING FIRST RING WRAP TAPE AROUND CABLE. THREE TIMES, MIN. (TYP) HYBRID CABLE TO CABINET 1 3/4" TAPE RING 1 3/4" TAPE RING 7/8" SPACE SECOND RING 7/8" SPACE THIRD RING BETWEEN (IF APPLICABLE PER BETWEEN (IF APPLICABLE PER RINGS SECTOR) RINGS SECTOR) HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) NOTE: HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) 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 E 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. THE 2" COLORED TAPE(S) SHALL EACH 8E 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. NO SPACE BETWEEN CABLE FREQUENCY COLOR CODE (SEE TABLE FOR DETAILS) HYBRID CABLE CONNECTION AT CABINET HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) 2 FROM RRU 1 RRU & END OF JUMPER HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) WRAP TAPE AROUND CABLE. THREE TIMES, MIN. (TYP) 1 3/4" TAPE 1 3/4" TAPE 1 3/4" SPACE SECOND RING FIRST RING BETWEEN CABLE CODE FREQUENCY COLOR FREQUENCY COLOR AND FREQUENCY CODE CODE / COLOR CODE HYBRID CABLE TO RRU 1 3/4" TAPE THIRD RING CABLE # 7/8" SPACE / _ y 7/8" SPACE 4 1 3/4" TAPE THIRD RING CABLE # 1 3/4" SPACE 1 3/4" TAPE 1 3/4" TAPE BETWEEN CABLE CODE FIRST RING SECOND RING AND FREQUENCY FREQUENCY COLOR FREQUENCY COLOR COLOR CODE CODE CODE JUMPER CABLE CONNECTION AT RRU AND ANTENNA ANTENNA & END OF JUMPER FROM ANTENNA L.14.Oo73 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE HYBRID CABLE COLOR DETAIL 1 12 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. �l Spri • nt Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD 9 04-0114 CD FINAL DHD C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET th.s.7473 REGISTERED ARCHITECT \ Pill FAVI O , STATE OF WASHINGTON 11P._ .4 r AN • SHEET TITLE: ANTENNA AND CABLE DETAILS SHEET NUMBER: RF-1 REVISION: DHD PROJ. NO. 2014-002 FI FCTRICAL NOTES FI FCTRICAL NOTES (CON'T) Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 TWORK SHALLDONEIN ACCORDANCE WITH CURRENT NATIONAL 16. ALL CONDUITS SHALL BE MET WITH BENDS MADE IN ACCORDANCE WITH NEC TABLE 1. ALL ELECTRICAL BE ELECTRICAL CODES AND ALL LOCAL AND STATE CODE, LAWS. AND 346-10. NO RIGHT ANGLE DEVICE OTHER THAN STANDARD CONDUIT ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS REQUIRED TO MEET NEC ELBOWS WITH 12" MINIMUM INSIDESWEEPS FOR ALL CONDUITS 2" OR LARGER. STANDARDS. 17. ALLCONDUIT TERMINATIONS SHALL8 PROVIDED WITH PLASTIC THROAT INSULATING 0 S E 2. CONTRACTOR SHALL COORDINATE WITH LOCAL POWER COMPANY FOR REQUIREMENTS OF GROUNDING BUSHINGS. POWER SERVICE LINE TO THE METER BASE, WHEN REQUIRED. POWER SERVICE REQUIREMENT IS COMMERCIAL. AC NOMINAL 120/208 VOLT OR 120/240 VOLT, SINGLE 18. ALL WIRE SHALL BE 'TYPE THWN, SOLID. ANNEALED COPPER UP TO SIZE 1/10 AWG PHASE WITH 200 AMP RATING. (18 AND LARGER SHALL BE CONCENTRIC STRANDED) 75 DEGREE C. (167 3. CONTRACTOR SHALL COORDINATE WITH LOCAL TELEPHONE COMPANY FOR SERVICE LINE DEGREES F), 98' CONDUCTIVITY. MINIMUM #12. REQUIREMENTS TO TERMINATE AT THE PPC CABINET. 19. ALL WIRES SHALL 8E TAGGED Al ALL PULL BOXES. 3 -BOXES, EQUIPMENT BOXES AND CABINETS WITH APPROVED PLASTIC TAGS, ACTION CRAFT, BRADY, OR APPROVED EQUAL. 4. CONTRACTOR SHALL FURNISH AND INSTALL ELECTRIC METER BASE AND 200A DISCONNECT SWITCH PER SITE PLAN DETAIL DRAWINGS AND PER LOCAL UTILITY COMPANIES 20. ALL NEW MATERIAL SHALL HAVE A U.L. LABEL. SPECIFICATION, WHEN REQUIRED. THE METER BASE SHOULD BE LOCATED IN A MANNER WHERE ACCESSIBLE BY THE LOCAL POWER COMPANY. 21. CONDUIT ROUGH -IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION TO CONFLICTS. VERIFY WITH MECHANICAL CONTRACTOR AND COMPLY AS 5. LOCAL POWER COMPANY SHALL PROVIDE 200 AMP ELECTRIC METER. CONTRACTOR SHALL REQUIRED. COORDINATE INSTALLATION OF METER WITH LOCAL POWER COMPANY. 22. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN NOT HAND WRITTEN. 6. UNDERGROUND POWER AND TELCO SERVICE LINES SHALL BE ROUTED IN A COMMON TRENCH. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 AND CONDUIT 23. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE EXPOSED ABOVE GROUND SHALL BE GALVANIZED RIGID STEEL TUBING UNLESS OTHERWISE SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE INDICATED. BONDED AT ALL JUNCTION BOXES. PULLBOXES, AND ALL DISCONNECT SWITCHES, STARTERS, AND EQUIPMENT CABINETS. 7. ALL TELCO CONDUIT LINES SHALL BE 4" SCH. 40 PVC CONDUIT UNLESS OTHERWISE INDICATED. THE TELCO CONDUIT FROM THE PPC SHALL BE ROUTED AND TERMINATED AT 24. THE CONTRACTOR SHALL PREPARE AS -BUILT DRAWINGS. DOCUMENT ANY AND ALL DESIGNATED TELCO DEMARCATION OR 2 -FEET OUTSIDE FENCED AREA, NEAR UTILITY POLE WIRING AND EQUIPMENT CONDITIONS AND CHANGES WHILE COMPLETING THIS (IN FENCED AREA), OR END CAP OFF AND PROVIDE MARKER STAKE PAINTED BRIGHT CONTRACT. SUBMIT AT SUBSTANTIAL COMPLETION. ORANGE WITH DESIGNATION FOR TELCO SERVICE. 25. ALL DISCONNECT SWITCHES AND OTHER CONTROLLING DEVICES SHALL BE PROVIDED 8. CONDUITS INSTALLED AT PCS EOUIPMENT ENDS PRIOR TO THE EQUIPMENT INSTALLATION WITH ENGRAVED PHENOLIC NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH SHALL BE STUBBED AND CAPPED AT 6" ABOVE GRADE OR PLATFORM. IF SERVICE LINES CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM (NO EXCEPTIONS.) CAN'T BE INSTALLED INITIALLY, PROVIDE NYLON PULL CORD IN CONDUITS. PROVIDE SAMPLE FOR CONSTRUCTION MANAGER'S APPROVAL. 9. THE SPRINT CABINET, INCLUDING 200 AMP LOAD PANEL AND TELCO PANEL, SHALL BE 26. ALL ELECTRICAL DEVICES AND INSTALLATIONS OF THE DEVICES SHALL COMPLY WITH PROVIDED BY OWNER AND INSTALLED BY THE CONTRACTOR. CONTRACTOR IS TO INSTALL (ADA) AMERICANS WITH DISABILITIES ACT AS ADOPTED BY THE APPLICABLE BREAKER(S) NOT PROVIDED BY MANUFACTURER. SEE PANEL SCHEDULE ON THIS SHEET STATE. FOR BREAKER REQUIREMENTS. 27. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS OR RISERS THROUGH 10. LOCATION OF ELECTRIC METER AND DISCONNECT SWITCH TO BE PROVIDED BY GENERAL BUILDING. DO NOT PENETRATE STRUCTURAL MEMBERS WITHOUT CONSTRUCTION CONTRACTOR. MANAGERS APPROVAL. SLEEVES ANO/OR PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE PACKED WITH FIRE RATED MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING 11. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING BID. ANY OF THE WALL OR STRUCTURE. FILL FOR FLOOR PENETRATIONS SHALL PREVENT PASSAGE QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE OF WATER, SMOKE, FIRE AND FUMES. ALL MATERIAL SHALL BE UL APPROVED FOR THIS CONTRACTORS FUNCTIONS. THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO PURPOSE. 71-115 PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. 28. ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT (NEW AND EXISTING) SHALL BE FIELD VERIFIED WITH THE OWNER'S REPRESENTATIVE AND EQUIPMENT SUPPLIER 12. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE PRIOR TO ROUGH -IN Of CONDUIT AND WIRE. ALL EQUIPMENT SHALL BE PROPERLY APPROXIMATE AND SHALL BE COORDINATED WITH FIEL0 CONDITIONS PRIOR TO CONNECTED ACCORDING TO THE NAMEPLATE DATA FURNISHED ON THE ROUGH -IN. EQUIPMENT (THE DESIGN OF THESE PLANS ARE BASED UPON BEST AVAILABLE 13. THE CONDUIT RUNS AS SHOWN ON THE PLANS ARE APPROXIMATE. EXACT LOCATION INFORMA110N AT THE TIME OF DESIGN AND SOME EQUIPMENT CHARACTERISTICS MAY AND ROUTING SHALL BE PER EXISTING FIELD CONDITIONS. VARY FROM DESIGN AS SHOWN ON THESE DRAWINGS). 14. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. 29. LOCATION OF ALL OUTLET, BOXES, ETC., AND THE TYPE OF CONNECTION (PLUG OR DIRECT) SHALL BE CONFIRMED WITH THE OWNER'S REPRESENTATIVE PRIOR TO • ROUGH -IN. ISSUED DATE: 04-01-14 SITE NUMBER: MODELNUMBER: TBD E T.B.D.ASE VOLTAGE:240V/120 PHASE: 1 WIRE: 3 MAIN BREAKER: S RATING: 200 AMPS A C: YES 200 AMP BUS MOUNT: SURFACE NEUTRAL BAR: YES GROUND BAR: FIELD VERIFY ENCLOSURE TYPE: NEM 3R N to GROUND BOND: FIELD VERIFY PANEL STATUS: EXISTING INTERNAL TVSS: YES REVISIONS REV. CKT LOAD DESCRIPTION BREAKER AMPS BREAKERBREAKERBREAKERBREAKER POLES STATUS STATUS POLES BREAKER AMPS LOAD DESCRIPTION CKT DHD C 1 BTS 100 2 ON ON 2 60 SURGE PROTECTION 2 3 -- -- -- ON ON -- -- -- 4 5 BLANK -- -- N/A ON 1 10 TELCO FAN 6 NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7 SAMSUNG MMBS CABINET 100 2 NEW ON 1 20 GFCI 8 g -- -- -- NEW ON 1 20 LIGHT 10 11 SAMSUNG BDU CABINET 15 1 NEW N/A -- -- BLANK 12 13 BLANK -- -- N/A N/A -- -- BLANK 14 15 BLANK -- -- N/A N/A -- -- BLANK 16 17 BLANK -- -- N/A N/A -- -- BLANK 18 19 BLANK -- -- N/A N/A -- -- BLANK 20 21 BLANK -- -- N/A N/A -- -- BLANK 22 23 BLANK -- -- N/A N/A -- -- BLANK 24 NOTES GENERAL CONTRACTOR TO CHECK REQUIREMENTS WITH LOCAL POWER COMPANY AND JURISDICTION. ADDITIONAL SUB PANEL OFF THE PPC CABINET MIGHT BE REQUIRED TO FEED NEW NETWORK VISION EQUIPMENT. 11”x17" SCALE: NOT TO SCALE 22"x34" SCALE: NOT TO SCALE ELECTRICAL NOTES 1 1 2TO SCALE 11"x34" SCALE: NSCALE:OT TO SCALE ELECTRICAL PANEL SCHEDULE 1 2 EXISTING 200A EXISTING 200A GENERATOR METER/DISCONNECT SWITCH RECEPTACLE 0 TO EXISTING UTILITY POWER 200A © ^ SOURCE / TRANSFER SWITCH & LOAD CENTER =Ij ✓/ 200A 200A //J >) EXISTING LIMBS EXISTING BBU EXISTING SERVICE GROUND J CABINET CABINET CIRCUIT SCHEDULE -4^ ^ ^ 100A NO FROM TO CONFIGURATION o -o n o- /1 8."-"x 5A 01 SOURCE METER CENTER EXISTING o -O 2 METER DSC METER/DSC TRANSFER SWITCH & CENTER EXISTING EXISTING LOADS (REFER TO / N /1 EXISTING LOADS (REFER TO TRANSFER SWITCH & GENERATOR PANEL SCHEDULE opt o ^ PANEL SCHEDULE 0 LOAD CENTER RECEPTICLE EXISTING ^ ^ 4 TRANSFER & LOAD MM BS CABINET 0-0 ® CENTER SUB -PANEL EXISTING o-�^ 5 TRANSFER & LOAD BBU CABINET 0 CENTER SUB -PANEL EXISTING o -a^ ^ ^ 0-0 . ALL EXISTING SPRINT GROUND BASED EQUIPMENT TO REMAIN - NO ADDITION SPRINT EQUIPMENT INSTALLED AT THIS TIME 22"x34" SCALE: NOT TO SCALE SCHEMATIC ONE -LINE DIAGRAM 11"x17" SCALE: NOT TO SCALE 12 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN TI -IAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. L-i4eo7; Spri nt> Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD B 04-0114 CD FINAL DHD C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET ii4i: REGISTERED ARCHITECT Pli! FAVI O . STATE OF WASHINGTON r AN SHEET TITLE: ONE LINE DIAGRAMS SCHEDULES SHEET NUMBER:REVISION: E-1 B DHD PROD. NO. 2014-002 13'-6" Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 13'-6" - ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT 12'-0" _ REV. DATE - 12'_0" A 02-23-14 CD PRELIM (P) SPRINT HYBRID CABLE AlInik B 04-0114 CD FINAL _ C FROM (E) GROUND BASED iir EQUIPMENT TO (P) 2.5GHz RRH'S D R--. - xi, IT---., it 1 II EXISTING SPRINT TELCO / PPC CABINET TO REMAIN R -• ` `le ii ° ` 1 EXISTING SPRINT TELCO /ii PPC CABINET TO REMAIN J, II 1• x TELC • E —T NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET II II TELCO -E —T SHEET NUMBER: E -2B REVISION: DHD PROD. N0. 2014-002 I ELEC. m ELEC. P1 Y YY _ t °a nn— YY ) p o In 1 x ww I x I S �� 1 a I = I I II I _ I ? 0 /� I EXISTING CABLE wwxx EXISTING CABLE TRAY W/ EXISTING _ 3 TRAY W/ EXISTING — E — \ — _1 3 HYBRIFLEX HYBRIFLEX X3 i ► EXISTING SPRINT r EXISTING SPRINT BATTERY CABINET BATTERY CABINET s1 lam rariIDm ml . EXISTING SPRINT MMBS CABINET EXISTING SPRINT MMBS CABINET 11x17" SCALE NOT TO SCALE 22"x34" SCALE NOT TO SCALE EXISTING ROUTING PLAN I 1 SCALE: NOT TO SCALE 12"x314" SCALE: NOT TO SCALE PROPOSED TEMP. ROUTING PLAN 1 2 13'-6"_ , to,(4,00.0($73MMES 12'-0" (P) SPRINT HYBRID CABLE ink FROM EQUIPMENT RRH'S (E) GROUND TO (P) BASED Nap 2.5GHz II • II R X 11 JJ 11 ° k I EXISTING SPRINT TELCO / PPC CABINET TO REMAIN I ix t TELC E — T —1 ELEC. m csrprin _I. 1 In 1 Ww J 1 LJ I 1 m mI I I 1 I I_ = � I \ I - EXISTING CABLE xx TRAY W/ EXISTING = x 4 - E - T - HYBRIFLEX + X3 F -. ,`� EXISTING SPRINT BATTERY CABINET r .6 mm u1 EXISTING SPRINT CABINET 22"x34" SCALE: NOT TO SCALE PROPOSED ROUTING PLAN 11"x17' SCALE: NOT TO SCALE I 3 "x4" SCALE: NOT TO SCALE 22"x34. 5 ALE: NOT TO SCALE NOT USED 1 4 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES 5 STRICTLY PROHIBITED. Sprint> Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD B 04-0114 CD FINAL DHD C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET iii....iii7iibb.._473 \ REGISTERED ARCHITECT IIIP. FAVI O . STATE OF WASHINGTON WA i AN SHEET TITLE: CONDUIT ROUTING SHEET NUMBER: E -2B REVISION: DHD PROD. N0. 2014-002 ___\ \ ( ` 2.5GHz PANEL ANTENNA W / /r i ,--8\ P/ ' RRH, 1 PER SECTOR, TOTAL OF Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN S10400 MARTINUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY GROUNDING NOTES ISSUED FOR: BUILDING PERMIT REVISIONS 1. EXOTHERMIC WELDS (2). 2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUNDING BAR. ROUTE CONDUCTORS TO BURIED GROUNDING RING AND PROVIDE PARALLEL EXOTHERMIC WELD. 2. EC SHALL USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH SECTION AND LABEL EACH SECTION ("P", "A", "N", 'I") WITH 1" HIGH LETTERS. 3. ALL HARDWARE 18-6 STAINLESS STEEL, INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ANTI -OXIDANT COMPOUND BEFORE MATING. ALL HARDWARE SHALL BE STAINLESS STEEL 3/8 INCH DIAMETER OR LARGER. 4. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH AN ANTI -OXIDANT COMPOUND BEFORE MATING. 5. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUNDING BAR AND BOLTED ON THE BACK SIDE. INSTALL BLACK HEAT -SHRINKING TUBE, 600 VOLT INSULATION ON ALL GROUNDING TERMINATIONS. THE INTENT IS TO WEATHERPROOF THE COMPRESSION CONNECTION. 6. NUMBER OF GROUNDING BARS MAC VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA LOCATION, ANO CONNECTION ORIENTATION. PROVIDE AS REQUIRED. 7. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. WEATHERPROOFING SHALL BE TYPE AND PART NUMBER AS OR RECOMMENDED BY CABLE MANUFACTURER. 9. SUPPLIED AND INSTALLED BY CONTRACTOR. 10. WHEN THE SCOPE OF WORK REQUIRES THE ADDITION OF A GROUNDING BAR TO AN EXISTING TOWER, THE SUBCONTRACTOR SHALL OBTAIN APPROVAL FROM THE TOWER OWNER PRIOR TO MOUNTING THE GROUNDING BAR TO THE TOWER. 11. EXTEND TWO (2) 2 AWG TINNED CU CONDUCTOR FROM BURIED GROUNDING RING AND CONNECT TO THE NEW TOWER. FOLLOW MANUFACTURERS RECOMMENDATIONS FOR GROUNDING CONNECTIONS TO THE TOWER. (APPLICABLE TO NEW TOWERS ONLY.) 12. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE TOWER, ANTENNA LOCATION, AND CONNECTION ORIENTATION. THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUNDING BARS AS REQUIRED, PROVIDING 50% SPARE CONNECTION POINTS. 13. EXPOSED GROUND WIRES TO BE NON METALLIC LIQUID TIGHT. 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 2. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT FROM TOWER OR POLE USING MFR'S PRACTICES. 3. ALL GROUND CONNECTIONS SHALL BE EXOTHERMIC. ALL WIRES SHALL BE COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. 4. CONTRACIOH 10 VERIFY ANL/ 'TEST GROUND TO SOURCE. GROUNDING AND OTHER OPERATIONAL TESTING WILL BE WITNESSED BY SPRINT WIRELESS. LLC. REPRESENTATIVE. 5. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. 6. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING SYSTEM PER SPRINT STANDARD GROUNDING METHOD, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED SPRINT MOBILITY REPRESENTATIVE, PRIOR TO INSTALIATION OF GROUNDING SYSTEM. PHOTO DOCUMENT ALL EXOTHERMIC AND GROUND RING NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. 8. ALL EXISTING GROUND BARS, WIRES & CONNECTIONS SHALL BE FIELD VERIFIED. ANY DEFICIENT ITEMS SHALL BE REPLACED AS REQUIRED TO ACHIEVE ADEQUATE GROUNDING REQUIRED BY SPRINT. 3 / / I /*/ / •. III I 4-'' ` III III \ `' . \ VIII ,� \ �,•\ Un�l \ ♦ ♦� ` AGB ' \ \�\ 4461111N\ A�` � — \'� 1 /� /, \ y�/��r�� (P) 2.5GHz RRH'S t -f ;� CONNECTED TO (E) r.���� ��\.' ANTENNA GROUND /—� ` ' , BAR f ciip.'` ` .,�„ ' �/,�,, � ) `� / ‘# �� 1 I •` I ` I ��I7. 'j/I8. 'ISUPPLIED / D ■r/"'L� I (E) CONNECTION FROM /EXISTING / NEW SPRINT GPS TO MASTER GROUND BAR 1 / _ `� `� �' REGISTERED ARCHITECT \ Pill° DAVI i . STATE OF WASHINGTON WI, + AN SHEET TITLE: GROUNDING PLAN SHEET NUMBER: G -1B REVISION: DHD PROD. N0. 2014-002 \ \ N\ / �/ \ _ — \ _ -1-4OF LEGEND- • EXOTHERMIC CONNECTION ❑ MECHANICAL CONNECTION o COMPRESSION CONNECTION CGB COLLECTOR GROUND BAR MGB EXTERNAL GROUND BAR 1 1 22x34" SCALE: NOT TO SCALE GROUNDING NOTES 1 11"x17" SCALE: NOT TO SCALE 2 22"x34" SCALE: 1/2" = 1'-0" 1 1 ANTENNA GROUNDING PLAN 11"x17" SCALE: 1/4" = 1'-0" 2 1' O" 2' ----F,NSTING SPRINT TELCO / rk '..---F (STING SPRINT TELCO / n Er-- . 11 �1 C CABINET TO REMAIN R I •1 R- C CABINET TO REMAIN 11. c TELCO . . TELCO CELEC. ELEC. -I<TXXY- t r -a .zx.xJ✓�f r -a EXISTING CABLE TRAY W/ EXISTING I= 1V u /I / I / / I / EXISTING CABLE TRAY W/ EXISTING id I= /I / / / 1 / HYBRIFLEX / I /Ix I / /112;' 7''�' / r �''I=' , � ,/ mo�r / � �x M501303\ x igSGBp�� \ \ — \ ■ \ \\ EXISTING SPRINT BATTERY CABINET • EXISTING SPRINT BATTERY CABINET EXISTING SPRINT MASTER \ EXISTING SPRINT MASTER GROUND BAR - 1 GROUND BAR uLii EXISTING SPRINT (P) HYBRID CABLE INTERNAL MMES CABINET GROUND WIRE TO BE TRIMMED TO FIT & ATTACHED TO GROUND BAR EXISTING SPRINT MMES CABINET 22"x34" SCALE: 1/4" = 1'-0" _ EQUIP. GROUNDING PLAN (INTERIM) 1 3 EQUIP. GROUNDING PLAN (FINAL) ;;:;,;;:; s��E ;;8.. _ ;:_o� = = 1 4 —, 11"x17" SCALE: 1/8" = 1'-0" 4' 3' 2 1' 0" 4' EVE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES 15 STRICTLY PROHIBITED. L.14-ool4 :) S rint p Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN S10400 MARTINUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD B 04-0114 CD FINAL DHD C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET th....7473 1111111111.... REGISTERED ARCHITECT \ Pill° DAVI i . STATE OF WASHINGTON WI, + AN SHEET TITLE: GROUNDING PLAN SHEET NUMBER: G -1B REVISION: DHD PROD. N0. 2014-002 "'IST. CG5 4❑ [ANTENNA SECTOR 11 1900 MHz SPRINT ANTENNA • HYBRID CABLE INTERNAL GRD WIRE TO BE TRIMMED TO FIT AND ATTACHED TO GRD BAR NEW GPS ANTENNA i 10 10 AWG (P) 2.5 GHz SPRINT ANTENNA J #10 AWG oN OD O I EXIST. CGB (ANTENNA SECTOR 21 1900 MHz SPRINT ANTENNA 10 AWG HYBRID CABLE INTERNAL GRD WIRE TO BE TRIMMED TO FIT AND ATTACHED TO GRD BAR EXISTING UPPER TOWER GROUND BAR (E) #2 AWG 0 [ANTENNA SECTOR 31 1900 MHz SPRINT ANTENNA 0 HYBRID CABLE INTERNAL GRD WIRE TO BE TRIMMED TO FIT AND ATTACHED TO GRD BAR DC, FIBER EXISTING CABINET (0) #2 AWG COAX #6 AWG WITH WEATHERPROOFING n L 1 2 AWG EXISTING #2 AG GROUNDS TO EXISTING GROUND RING MGB EXISTING LOWER TOWER GROUND BAR 2 AWG 2 AWG EXISTING #2 AG GROUNDS TO EXISTING GROUND RING NEW MMBS CABINET 1 00 30 ¢z 00 a zl00 EMMBS GND BAR HYBRID CABLE INTERNAL GRD WIRE TO BE TRIMMED TO FIT AND ATTACHED TO GRD BAR EXISTING BBU CABINET 0 SPRINT M/W ANTENNA (P) 2.5 GHz SPRINT ANTENNA 1 #10 AWG L I I J DC / FIBER LEGEND • EXOTHERMIC CONNECTION ❑ MECHANICAL CONNECTION o COMPRESSION CONNECTION CGB COLLECTOR GROUND BAR MGB EXTERNAL GROUND BAR GROUNDING NOTES 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 MANUFACTURERS 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 (2) TWO 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 5 -OHMS. 5. CONTRACTOR SHALL SUBMIT THE GROUND RESISTANCE TEXT REPORT AS FOLLOW: 1. ONE (1) COPY TO OWNER REPRESENTATIVE 2. ONE (1) COPY TO ENGINEER 3. ONE (1) COPY TO KEEP INSIDE EQUIPMENT INCLOSURE 6. ALL RADIO EQUIPMENT AND UTILITY CABINETS GROUNDS LEADS TO BE #2 AWG STRANDED GREEN JACKETED FROM BUSS TERMINAL. 7. FOR ADDITIONAL GROUNDING NOTES SEE N-1 OR N-2. 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. 22"x34" SCALE: NOT TO SCALE 1111x17" SCALE: NOT TO SCALE GROUNDING RISER DIAGRAM 1 4 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. S • tint) p Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD B 04-0114 CD FINAL DHD C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET th.„.7473 \ 1.11111111., REGISTERED ARCHITECT Pill! IAVI O . STATE OF WASHINGTON 1P -A r AN SHEET TITLE: GROUNDING DETAILS SHEET NUMBER:REVISION: G-2 B DHD PROD. N0. 2014-002 U4 -A573 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES 15 STRICTLY PROHIBITED. NOTES: 1. DO NOT INSTALL CABLE DIRECT GROUND WIRE 2. WEATHER PROOFING SHALL AS SUPPLIED OR RECOMMENDED CONNECTOR WEATHERPROOFING KIT TYR ( ) SEE NOTE 2 ' 11 GROUND DOWN RRU KIT AT A BEND AND ALWAYS TO ANTENNA GROUND BAR. BE ANDREWS. (TYPE & PART NUMBER BY CABLE MANUFACTURER.) TO ANTENNAS TOTAL OF 6 LINES PER Y SECTOR IF THE SITE 1 HAS BOTH 500 & 1900 LIJ WEATHERPROOFING KIT (TYP.) STANDARD G KIT (TSR.) (SEEROUND DET/3 E-5) IN ANTENNA CABLE TO SHELTER (TYP.) ANTENNA GROUND - #6 AWG BAR, SIMILAR TO TO 24' INSPECTION WINDOW REQUIRED FOR BUTT CONDUCTOR ALL INTERIOR INSULATION UP TWO—HOLE AGAINST THE ANTENNA CABLE PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED FOR: BUILDING PERMIT WEATHERPROOFING KIT NOTE EXTERNAL DATE 2 1/2'A MAX. TOOTHEAD CONNECTORS CONNECTOR 3/8•'0x1 1/4" BARREL 1/4" MIN " MIN (SEE 3) 02-23-14 CD PRELIM 5/5 NUT WAS WASHERR .. mmWIRE FLAT IMMI INN1 B 04-0114 CD FINAL CABLE GROUND KIT #6 AWG STRANDED COPPER GROUND (GROUNDED TO GROUND BAR) (SEE NOTE 1 & 2) C CONNECTION CABLE GROUND KIT TO WASHER D liallilffi SEE ' ---------- ANTENNAOF CABLE ! =m CLEAR HEAT NOTES: SHRINK NMI o° nl CLEAR TINNED COPPER aiscaervcc GROUNDING BAR HEAT SHRINK S/S FLAT WASHER 5/5 BOLT (1 OF 2) "DO 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE ANDREW SUREGROUND TYPE KIT WITH TWO—HOLE LUG. 3. WEATHER PROOFING SHALL INCORPORATE PPC WEATHERPROOFING TAPE KIT, COLD SHRINK SHALL NOT BE USED. CONTRACTOR TO K16-057. MOUNT VERIFY THAT THE V, GROUND BAR NEAR NOT DISCONNECT" TAG ON ALL GROUND BAR INTERCONNECTS AND EQUALIZERS GROUND BAR IS TOP OF MONOPOLE, GROUNDED TO THE TOWER OR WAVEGUIDE TOWER OR RING LADDER. "x34" SCALE: NOT TO SCALE ??"x17" SCALE: NOT TO SCALE NOT USED 1 1 2121 "x17" SCALE: NOT TO SCALE COAX TO ANTENNA GROUND 2 %4" SCALE: NOT TO SCALE ??"x37" SCALE: NOT TO SCALE CABLE GROUNDING 3 22"x34" SCALE: NOT TO SCALE 1117" SCALE: NOT TO SCALE TWO HOLE LUG 14 111 "It`* HYBRID `. `I \ SS TYPE TA TYPE GT TYPE GR ' IIII\ %h....7473 \ REGISTERED ARCHITECT RRU GROUNDS STRANDED CU WIRE WITH GREEN, 600V, THHN/THWN INSULATION. SIZE AS SPECIFIED GROUND BAR ON ANTENNA TOWER li #2 TINNED MOUNTING ''GROUND ivy! L. *PROVIDE N0—OX GREASE AT CONTACT GROUND FROM ANTENNA/RRU SURFACE BETWEEN LUG AND GROUND BAR PIPE *CONTRACTOR WILL VERIFY BUSS BAR GROUNDING TO THE TOWER OR RING. CABLE LEAD DHD PROD. N0. 2014-002 0 © O 0 0 0 0 OSID O O O O O O O O O 0 0 0 - O 0 • O OCONNECTIONS.JtL -, fEXISTING 401 HK., 201/4" THK., TINNED GROUND BAR & TYPE VB TYPE HS TYPE HA i ...i 1"...,,,,,..:,,...„..... TYPE V5 TYPE GL LUG TYPE PG LUG, BOLTED TOO BAR USING 3/8"-16 x 1 1/4"STAINLESS STEEL HEX HEAD BOLTS AND HARDWARE. 22"x4" SCALE: NOT TO SCALE 11"x37" SCALE: NOT TO SCALE TYPICAL EXOTHERMIC WELD CONNECTIONS 1 6 22%34" SCALE: NOT TO SCALE 11x17" SCALE: NOT TO SCALE SECTOR GROUND BAR CONNECTIONS 1 8 L8 HOUSING FOR ELECTRIC CONDUIT PORT #6 AWG GREEN STRANDED CU GROUNDING CONDUCTOR FROM RRU UNIT TO #2 AWG GROUNDING CONDUCTOR NOTE: STRANDED CU WIRE WITH GREEN, "PROVIDE CTWEEO—OX GREASE ANDAROU CONTACT 600V, THHN/THWN INSULATION. SURFACE BETWEEN LUG GROUND BAR SIZE AS SPECIFIED GROUND BAR ON WALL, FLOOR OR ON ANTENNA TOWER / / — —n --- GROUND LEADS TO EACH f— SECTOR GROUND BAR — COAX CABLE \ GROUND LEADS \ —1 \00 — — THIN WALL C—TAP W/PINK DYE INDEX (SEE NOTES) 2" LIQUID—\O TIGHT CONDUIT FOR HYBRID ,^ \ MMBS CABINET 0 2" LIQUID° TIGHT COUPLING #88711 BATTERY CABINET 2" ° ADAPTOR \ CABLES #8436 2" LIQUID TIGHTGROUND ° 's ^ / 0 10 r CONN ECTI / TO ° 2" A•' RGS• CONDUIT / O O 00 00000000000000000000 0 0 0 0 0 0 D 0 0 0 0 0 00 00 00 0 0 0.00 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#88711 , 0f EXISTING GROUND D BAR & CONNECTIONS COUPLING BAR INSIDE CABINET • s AWG STRANDED CU GROUNDING CONDUCTOR NOTE: CONTRACTOR TO SURROUND COMPLETED W/ WEATHER PROOFING TAPE TO ENSURE WEATHER PROOF CONNECTION. 2" RGS fde. A/c#z a 2" LIQUID TIGHT COUPLING #88711 CONDUIT 2" RGS DC 2" LIQUID X/ * GROUND BARS AT OF TOWERS OR MONOPOLES SHALL USE EXOTHERMIC CONNECTION. TWO—HOLE LUG, BOLTED TO N__// GROUND BAR USING 3/8"-16 x 1 1/4"STAINLESS STEEL HEX HEAD BOLTS AND HARDWARE. BOTTOM EXOTHERMIC WELD WITH #2 AWG SOLID TINNED BARE CU WIRE OR STRANDED CU WIRE WITH GREEN, 600V, THHN/THWN INSULATION TO ANTENNA EQUPMENT STRUCTURE, BUILDING, RING GROUND OR MGB — --,. A IL 12 DETAIL 12 CONDUIT TO NEW MMES TIGHT #8435\__/ CABINET #2 GREEN S EXISTING GROUNDCONNECTION RING MGB #2 TINNED BCW RING EXOTHERMIC WELD DIAGRAMMATIC LAYOUT ONLY. MAY VARY. D 2"x34" SCALE: NOT TO SCALE 13"x17" SCALE: NOT TO SCALE CABINET GROUND SCHEMATIC 9 2%34" SCALE: NOT TO SCALE 7?"z17" SCALE: NOT TO SCALE C -TAP CONNECTION 110 22%34" SCALE: NOT TO SCALE 11x17" SCALE: NOT TO SCALE TOWER MASTER. GROUND BAR CONNECTIONS 12 U4- 007 3 :), Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD B 04-0114 CD FINAL DHD C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET %h....7473 \ REGISTERED ARCHITECT IP. i FAVI i . 4 AN STATE OF WASHINGTON SHEET TITLE: GROUNDING DETAILS SHEET NUMBER: G -3B REVISION: DHD PROD. N0. 2014-002 U4- 007 3