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HomeMy WebLinkAboutPermit PL18-0019 - VERIZON WIRELESS - WIRELESS FACILITYVERIZON WIRELESS 0003800003 PARENT FILE PL18-0019 THIS FILE L18-0028 WIRELESS FACILITY/TYPE 1 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director May 7, 2018 NOTICE OF DECISION TO: Amelia Meckler, Crown Castle (OBO Verizon) BNSF Railway Company King County Assessor, Accounting Division Agencies with Jurisdiction All Parties of Record 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: L18-0028; PL 18-0019 Applicant: Amelia Meckler, Crown Castle (OBO Verizon) Type of Permit Applied for: Type 1 Wireless Facilities Permit Project Description: The applicant is proposing modifying the existing wireless communication monopole with the installation of six (6) new panel antennas, one (1) 2 MW Dish Antenna, nine (9) RRu's, two (2) Hybrid Cables, (4) MW Feeders andone (1) junction boxon a new antenna mount. They have also proposed the installation of two (2) equipment cabinets, ice bridge and an H-frame with an existing fenced compond area. Location: Associated Files: Comprehensive Plan Designation/Zoning District: The project also qualifies as an Eligible Facilities Modification under § 6409 of the FCC's Spectrum Act, which requires the City to approve any eligible facilities request for a modification of an existing tower or base station that does not substantially change the physical dimensions of such tower or base station. This proposal is not considered a substantial change under the Tukwila Municipal Code 18.58.200.7, and falls within the guidelines for an eligible facilities modification. Parcel 0003800003, located at 12200 51st Place South, Tukwila WA, 98178 PL18-0019 Manufacturing Industrial Center, Heavy Industrial (MIC/H) Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov II. DECISION SEPA Determination: The City SEPA Responsible Official has determined that this application does not require a SEPA threshold determination because it is categorically exempt. Decision on Substantive Permit: The Community Development Director has determined that the application for a Wireless Telecommunication Facility does comply with applicable City and state code requirements and has approved this application with the following condition. 1. The applicant must apply for a business license to operate the wireless facility at this location. III. YOUR APPEAL RIGHTS 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. No administrative appeal of a DNS or an EIS is permitted. One administrative appeal to the City Hearing Examiner of the Decision on the Permit itself is permitted. If an MDNS was issued, any person wishing to challenge either the conditions which were imposed by the MDNS decision or the failure of the Department to impose additional conditions in the MDNS must raise such issues as part of the appeal to the Hearing Examiner. 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 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 per the current fee schedule, additional hourly charges may apply. In addition, all hearing examiner costs will be passed through to the appellant. Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov 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. The City's decision to issue a DNS, an MDNS or an EIS is final for this permit and any other pending permit applications for the development of the subject property. VI. INSPECTION OF INFORMATION ON THE APPLICATION 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 Jonathan Joseph, who may be contacted at 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 Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov jI1L4 �7, 1� City of Tukwila Department of Community Development - Jack Pace, Director Staff Report PREPARED May 7, 2018 NOTIFICATION: Notification is not required for a Type 1 land use application. FILE NUMBER: L18-0028; PL 18-0019 APPLICANT: Amelia Meckler, Crown Castle (OBO Verizon) PROPERTY OWNER: BNSF Railway Company Allan Ekberg, Mayor REQUEST: Approval of a Type 1 Wireless Telecommunications Facilities Permit to modify the existing wireless communication monopole with the installation of six (6) new panel antennas, one (1) 2 MW Dish Antenna, nine (9) RRu's, two (2) Hybrid Cables, (4) MW Feeders and one (1) junction boxon a new antenna mount. They have also proposed the installation of two (2) equipment cabinets, ice bridge and an H-frame with an existing fenced compond area. LOCATION: Parcel 0003800003, located at 12200 51st Place South, Tukwila WA, 98178 ASSOCIATED PERMITS: Electrical permits issued through the City of Tukwila will be required for service alteration for any other electrical service work that is anticipated but not noted on the plans, per article 85.12 (B), Washington electrical code. Building and mechanical permits are required for scope of work stated on the submitted plans. A fuel tank installation permit will need to be obtained through the fire department. SEPA DETERMINATION: Exempt COMPREHENSIVE PLAN DESIGNATION: Manufacturing Industrial Center, Heavy Industrial (MIC/H) ZONE DESIGNATION: Manufacturing Industrial Center, Heavy Industrial (MIC/H) STAFF: Jonathan Joseph, Planning Intern ATTACHMENTS: Project Plans for Permit L18-0028 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Page 2 FINDINGS Vicinity/Site Information Project Description The applicant is proposing modifying the existing wireless communication monopole with the installation of six (6) new panel antennas, one (1) 2 MW Dish Antenna, nine (9) RRu's, two (2) Hybrid Cables, (4) MW Feeders and one (1) junction boxon a new antenna mount. They have also proposed the installation of two (2) equipment cabinets, ice bridge and an H-frame with an existing fenced compond area. The project also qualifies as an Eligible Facilities Modification under § 6409 of the FCC's Spectrum Act, which requires the City to approve any eligible facilities request for a modification of an existing tower or base station that does not substantially change the physical dimensions of such tower or base station. This proposal is not considered a substantial change under the Tukwila Municipal Code 18.58.200.7, and falls within the guidelines for an eligible facilities modification. Existing Development This telecommunications facility is preexisting. Surrounding Land Uses The property is zoned as a Manufacurting Industial Center, Heavy Industrial (MIC/H) . Surrounding parcels are also zoned Manufacurting Industial Center, Heavy Industrial (MIC/H) as well as Low Density Resedential (LDR). This parcel sits adjacent to 51' Place South. Background In 2006, the City adopted a Wireless Facilities Chapter (TMC 18.71) to the Zoning Code. The chapter provides location and design requirements for the placement of WCF within the City of Tukwila. In 2016 the city adopted amendments to this ordinance in compliance with the Federal Spectrum Act. Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov Page 3 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 Pernik Req;uilred, Based one TypeofWJmeless Cam:m:le cation Facility Zceing(1) LTypeoffacillty Residential Camm+erda I ndust:dal A,d'ding .a>rhensu S. ila an eAsting bower or utik1 Pcila Typa W l Type VII Type f]' IEigible militia, nfitationi TyTe 11 Type 11 Typal Willy priled0.40Celian TWO. 2 Type 2: Tie 2. Concealed bulking at ied Type 2CJD Type 2(4 Type 1: Hark —concealed buildings ached Type 2.(4J' Type 2 Type 1- New tower or hriightt .adusbeent refit Type 301 Tw a 3, Type3 (1) 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 (2) Provided the height of the tower does not increase and the square footage of the enclosure area does not increase. (3) An applicant may request to install a non -concealed building attached facility, under TMC Section 18.58.150. The applicant is proposing modifying the existing wireless communication monopole with the installation of six (6) new panel antennas, one (1) 2 MW Dish Antenna, nine (9) RRu's, two (2) Hybrid Cables, (4) MW Feeders and one (1) junction boxon a new antenna mount. They have also proposed the installation of two (2) equipment cabinets, ice bridge and an H-frame with an existing fenced compond area. This site will be a modification to the property and falls within an Eligible Facilities Modification of the Tukwila Municipal Code. Per TMC 18.58.200.7C this proposal is an installation of a support structure cabinet that is less than the standard number of new equipment cabinets and does not exceed four (4) cabinets. The generator will be used as a backup power source and does not require a noise variance. Site is currently used as a landscaped island, and will not decrease the parking spaces for the adjoining office building. Security fencing and landscape screening will be added to the site. Equipment setbacks are appropriate and will not impeded traffic flow. Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov Page 4 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. Table 1 (See TMC 18.58.070 for further details) General Requirements Project does comply 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 2.Business License Requirement x No business license has been issued for this project 3.Only safety signage must be placed on the WCF. x 4. Accommodations for parking for maintenance personal must be provided. X This 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 No change to the existing tower is proposed. 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 7. Antennas shall have the same color scheme as the structure they are located on. x 8. WCF poles and towers shall only have safety lights if required by a government agency. X 9. No advertising is permitted on WCF X No advertising is proposed. Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov Page 5 10. Each service provider x shall be limited to an equipment enclosure of 360 square feet. Table 2 (See TMC 18.58.090 for further details) Adding Antennas to Existing WCF Towers Development Standards Project Does Comply Project Does Not Comply Not Applicable Notes 1. The height must not exceed the height that was approved at the time of the original monopole construction x No changes to height of the existing tower 2. Antenna shall be pained to match the color scheme of the tower x 3. No limit to the number of antennas the may be located at an existing tower x 4. Feed Tined and coaxial cables are located within the tower x 5. Any exposed feed lines or cables will be painted to match the tower x 6. Cabinet equipment is located within the equipment enclosure x 7. Setbacks will not apply when x Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov Page 6 installing antennas to an existing tower CONCLUSIONS 1. The proposed modifications to the existing WCF will not significantly alter the conditions that currently exist and will not be materially detrimental to the public welfare or injurious to property or improvements in the vicinity. 2. As demonstrated in Table 1, the project meets all applicable development standards for a Type 1 WCF. 3. The proposed modifications will not alter the surrounding land uses in terms of traffic and pedestrian circulation, building or site design. 4. The proposed project is in keeping with the goals and policies of the Comprehensive Land Use Policy Plan. 5. The project also qualifies as an Eligible Facilities Modification under § 6409 of the FCC's Spectrum Act, which requires the City to approve any eligible facilities request for a modification of an existing tower or base station that does not substantially change the physical dimensions of such tower or base station. RECOMMENDATIONS The recommendation to the Director of Community Development is to approve this application for a Type 1 Wireless Telecommunications Facility permit with the following conditions: 1. Applicant must apply for a business license to operate the wireless communication facility at this location. INFORMATIONAL ITEMS A City of Tukwila electrical permit is required for service alteration. A building and mechanical permit are required for the fence installation, site work and landscaping. An additional fuel tank installation permit will be required and can be obtained through the fire department. Please contact the Fire Marshall's office at 206-575- 4407 for more information about this permit. Please note that the installation of an emergency power disconnect switch is required for Fire Department use. Contact Don Tomaso at 206-971-8723 to get more information about permit requirements for the power disconnect switch. Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director Affidavit of Distribution Project Name: Wireless Facilites Permit Project Number: L18-0028 Associated File Number (s): PL18-0019 Date Mailed: 05/25/2018 Mailing requested by: Jonathan Jose Mailer's signature:;, ❑ Board of Adjustment Agenda�Packet ❑ Board of Appeals Agenda Packet ❑ Determination of Non -Significance ❑ Determination of Significance & Scoping Notice ❑ Mitigated Determination of Non - Significance ❑ Notice of Action ❑ Notice of Application Parties of Record: ❑ Notice of Application for Shoreline Mgmt Permit E Notice of Decision ❑ Notice of Public Hearing ❑ Notice of Public Meeting ❑ Official Notice ❑ Other: ❑ Shoreline Mgmt Permit ❑ Short Subdivision Agenda 111 ler CROWN 1,0 CASTLE 1505 Westlake Avenue North Suite 800 Seattle, WA 98109 Phone: (206) 336-7415 www.crowncastle.com March 21, 2018 /� $NSF Ra;1 twt CO ►�+y, 'F�0. VIA Email: Dalen.Wintermute@BNSF.com pE,Si- BURLINGTON NORTHERN'g,SANTAFE QAi4WAY co. 3110 SOLUTIONS CENTER CHICAGO, IL 60677-3001 Re: BU 880338 / TUKWILA / 12400 51ST PL. S, TUKWILA, WA 98178 ("Site") The Burlington Northern & Santa Fe Railway Company Definite Term Lease Land, dated October 1,1997, as amended Consent for Sublease and Modification to Site — Verizon Apps 410844/410285 Dear BURLINGTON NORTHERN KC SANTA FE, Pursuant to an agreement between STC Five LLC ("Sprint") and Global Signal Acquisitions II LLC ("GSA II"), GSA II manages and operates the tower site that is subject to the Lease on behalf of Sprint. GSA II is a Crown Castle company. GSA II and its affiliates and subsidiaries own, manage, and operate shared wireless communication facilities. In order to better serve the public, minimize the amount of towers in an area where the Site is located, GSA II plans to sublease a portion of the site to Verizon Wireless. The sublease will not alter the character or use of the site nor will it change the nature. of either GSA II's or Sprint's occupancy of the site. Sprint has authorized GSA II to contact you and request consent to the sublease to Verizon Wireless. Pursuant to Paragraph 15(b) of your Lease, Sprint is required to obtain your consent. Therefore, GSA II, on behalf of Sprint, respectfully requests your consent to this sublease. Per section 15 (b) of Lease, in the event Lessor approves the sublease, Lessor and Lessee shall split the revenue received from the sublessee 4o% to the Lessor and 6o% to the Lessee. Lessee shall not sublease any portion of a Site without the prior written approval of Lessor. As used in this letter, the term "sublease" may include any arrangement by which a third party can install and operate its equipment on the property subject to the Lease. GSA will continue to be responsible for performing all of the obligations under the Lease. Please indicate your consent by executing this letter where indicated below and return via email to Christina.Brown.Contractor@crowncastle.com If you have any questions concerning this issue, please contact Christina Brown at (206) 336-7415 or Christina.Brown.Contractor@crowncastle.com. Sincerely, CiL2aiLva. t eum.., Christina Brown Real Estate Specialist Enclosed: Construction Drawings Agreed and accepted on ! / l a vk Z / J c /8 (Date) Dalen E. Wintermute (Lessor's signature) rha►b 4 r-Capae•; v 1k (3t�tSP'12a:14.4a Co. a►i The Foundation for a Wireless World. CrownCastle.com RECEIVED APR 0 9 2018 Community Development • • CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-.3670 AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON TUKWILA - 880338 ss COUNTY OF KING The undersigned being duly sworn andupon oath states as follows: I. 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. ehas auf orPzed /essde, Spr,;,F 5pet:'�ir..���,�h 1%noI Crac.or) silleC(Si�, ', 4. Owne grant! the City, its employee , agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at 12200 51 st PI. S.. Tukwila. WA 98178 Ifor 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, ea the loss or damage is the result of the SIVie negligence of the City. R exce . f fv 'fir, e ex i-ent 6. Non -responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel theapplication(s) without refund of fees. EXECUTED at ei "f' U.-90r'T'11 (city), 'TX (state), on /Vatc.h ,2® , 20 /6 2A/SP Rai /c, a y Covhfam (Print Name) 24o0 c,OQS ' e't) Cami-e RA/di Couri-lr •73c 7(1131 (Address (PI 7) 3'52. O zo (o (Phone Number) (Signature) Dalen E. Wintermute MatAtter _ Caeaci 4-7 IS Akiarkca- . ete-Ine-knewn-to-be-the-ind vidua1-w executed the foregoing instrument and acknowledged that he/she signed the same as his/her voluntary act and dee ' . - uses and purposes mentioned therein. SUBSCRIBED AND SWORN TO BEFORE ME ON THIS D , 20 NOTARY PUBLIC in and for the State of Washington RECEIVED residing at 2n ia Fy-6e ssion-ex es -en As? 09 �:n•Tlm Jr.�y Vtyt\,'piTle i \\deptstore\City Common\TenlKirby\luly 28 2015\Wireless Communication Facility 06-04-15.docx CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 01 WIRELESS TELE- COMMUNICATION FACILITIES APPLICATION F.OR'STAFF USE,ONLY Permits Plus,,Type:, P-WIRE Planner: File Number: ���_c^ 2, Application Complete Date: Project File Number: \ —C' 1 Application Incomplete Date: Other File Numbers: NAME OF PROJECT/DEVELOPMENT: 880338 Verizon Slim Design Collocation BRIEF DESCRIPTION OF PROJECT: Wireless colocation on existing eligible wireless facility CIRCLE TYPE - c TYPE 1 "> TYPE 2 TYPE 3 Public hearing notices and Hearing Examiner fees apply LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 12200 51st Pl. S., Tukwila, WA 98178 LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 000380-0003 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: Address: Phone: 206-336-2863 FAX: E-mail: Verizon, submitted by Amelia Meckler, Crown Castle 1505 Westlake Ave N, #800, Seattle, WA 98109 amelia.meckler@crowncastle.com Signature: Alta Nec./egm, Date: 4/6/18 \\deptstore\City Common\Teri\Kirby\July 28 2015\Wireless Communication Facility 06-04-15.docx RECEIVED APR 09 2018 Community Development SLIM DESIGN FIRST TIME INSTALL --- - - ver zonv DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARNTIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND HERSHFIELD CORPORATION.NS AIN THE PROPERTYMOF MORRISON SVERIZON A CTWLNEITHER MORRISON RUCTION LD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION NOR REVIEW OF THIS PRQIECi. �14CE co ti• of W <<,syf O� 0 ` ` I I • 1 VERIZON ID: JOSEPH ALLEN CROWN CASTLE PROJECT NAME: TUKWILA CROWN CASTLE BU #: 880338 PROJECT LOCATION: 12200 51ST P1. S. TUKWILA, WA 98178 APPLICATION #: 410285 "SS'UNAL ��r CONSTRUCTION 0 03/21/18 ISSUED FOR PERMIT VICINITY MAP PROJECT INFORMATION SCOPE OF WORK A 02/27/18 ISSUED FOR REVIEW No. Date Revision • .4, ("I■■` 6 ,:l .91•/J, 'I: v v g `1' /K/4Y Cry Mal %de81,1n1 j s; PROJECT n�, ''; SITE 1r 317 e 84 s M F7 g g 137 1n 1 S 1241h $1 47� ,P .,q stzatlfAs S OU s Green Po-,, „, 3�ishn ., JURISDICTION: CITY OF TUKWILA PROPERTY OWNER (:(1NiA(T• VERIZON VERIZON WIRELESS PROPOSES TO INSTALL AN UNMANNED TELECOMMUNICATIONS FACILITY CONSISTING OF THE INSTALLATION OF (6) NEW PANEL ANTENNAS, (1) 2'0 MW DISH ANTENNA. (9) RRU'S, (2) HYBRID CABLES. (4) MW FEEDERS AND (1) JUNCTION BOX ON A NEW ANTENNA MOUNT. ALSO PROPOSED IS THE INSTALLATION OF (2) EQUIPMENT CABINETS, ICE BRIDGE AND AN H—FRAME WITHIN AN EXISTING FENCED COMPOUND AREA. Client: verizon ZONING CLASS: BNSF RAILWAY COMPANY MIC/H 2400 WESTERN CENTER BLVD OCCUPANCY GROUP: UTILITY FORT WORTH, TX 76131 CONSTRUCTION TYPE: CO -LOCATE TAX PARCEL ID: 000380-0003 PARCEL SIZE: 19.36 ACRES TOWER OPERATOR. LIST 0 F DRAWINGS LATITUDE: 29' 37.CROWN CASTLE USA LONGITUDE: —1 14 —122' i6' 14.19' 1505 WESTLAKE AVE N, SUITE 600 SEATTLE, WA 98109 STRUCTURE HEIGHT: 82.-6" (TOP OF EXISTING MONOPOLE) LEASE AREA: 67.5 SF (WITHIN EXISTING 558± SF COMPOUND) VERIZONTER SHEET DESCRIPTION Implementation Team: CROWN `� CASTLE 1505 WESTLAKE AVE N, SUITE 600 SEATTLE, WA 98109 T— 1 COVER SHEET T-2 GENERAL NOTES AND SYMBOLS TA-1 SITE PLAN A-1.1 COMPOUND PLAN A-2 TOWER PROFILE A-3 CONSTRUCTION DETAILS RF-1 ANTENNA CONFIGURATION RF-2 PLUMBING DIAGRAM E-1 ELECTRICAL NOTES AND SYMBOLS E-2 ELECTRICAL PLAN, NOTES, AND RISER DIAGRAM E-3 E-4 GROUNDING PLAN AND NOTES ELECTRICAL GROUNDING DETAILS & PANEL SCHEDULE E-5 ELECTRICAL & GROUNDING DETAILS E-6 ELECTRICAL & GROUNDING DETAILS ESAEANTACT• BEARD VERIZON WIRELESS 3305 16OTH AVE SE B reso.bE, WA 98008 tereso.beardOverizonwiretess.com LEGAL DESCRIPTION A&E Teom: MORRISON 600 STEWART SEATTLE, Tel: www.morrisonhershfield.com . MI HERSHFIELD ST, SUITE 200 WA 98101 206.268.7370 JOHNS B L—D C # 47 400 FT STRIP THRU D C IN SW 1/4 11-23-04 & SE 10-23-04 & OVER POR GL 4 IN SD SW 1/4 11-23-04 LY WLY OF 100 FT BN RR R/W. Project Info: BU# 880338 TUKWILA 12200 51ST PI. S. TUKWILA, WA 98178 CONTACTS CODE COMPLIANCE Drawing Title: COVER SHEET APPLICANT CONTACT' Add CONTACT_ ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT CONDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHINGAI IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: WASHINGTON STATE AND LOCAL BUILDING CODES WITH THE FOLLOWII;'RRRR(IE; i 11 Im, ", -, " L.,,, ; ,I AY is 2015 INTERNATIONAL BUILDING CODE (IBC) 2015 INTERNATIONAL MECHANICAL CODE (IMC)PR 0 2015 INTERNATIONAL FIRE CODE (IFC) 2018 2017 NATIONAL ELECTRIC CODE (NFPA 70) L CLINTON GRIFFEfH AMELIA MECKLER ROY LORETE 1505 WESTLAKE AVE N, SUITE 800 USA 10505 WESTLAKE AVE N. SUITE 800 600 ROWN CASTLE USA RSTEWART ISON RST, SHFSUIOTEC200 ORP SEATTLE, WA 98109 SEATTLE, WA 98109 SEATTLE, WA 98101 PHONE: (360) 770-2987 PHONE: (206) 336-2863 PHONE : (206) 268-7370 rloreteOmorrisonhershfield.com PROJECT MANAGER: FN(.INFFR OF RECORD. PROFESSIONAL OF RECORD. DRIVING DIRECTIONS (FROM SEA-TAC AIRPORT, WA) 1. FOLLOW SIGNS FOR WA-518 E 2. MERGE ONTO WA-518 E 3. USE THE LEFT LANE TO TAKE THE INTERSTATE 5 N EXIT TOWARDS SEATTLE 4. USE THE RIGHT LANE TO MERGE ONTO 1-5 N 5. USE THE RIGHT LANE TO TAKE EXIT 156 FOR WA-599 N TOWARDS TUKWILA 6. KEEP RIGHT, FOLLOW SIGNS FOR INTERURBAN AVENUE 7. TURN LEFT ONTO INTERURBAN AVE S 8. TURN RIGHT ONTO 42ND AVE S/ALLENTOWN BRIDGE 9. TURN RIGHT ONTO S 124TH ST 10. STRAIGHT THRU TRUCKING LANES/GATES 11. FOLLOW TO THE LEFT 12. SITE IS ON THE LEFT Project Number. 1800386 Start Dote: 02/26/18 JESSICA DORRIS G. LANCE COOKE ROBERT J LARA CROWN CASTLE USA MORRISON HERSHFIELD CORP MORRISON HERSHFIELD CORP 1505 WESTLAKE AVE N. SUITE 800 PHONE: (503) 924-2515 PHONE: (954) 577-4668 SEATTLE, WA 98109 IcookeOmorrisonhershfield.com rloroOmorrisonhershfield.com PHONE: (206) 336-2870 APPROVALS Comml�n;tr nIL, 1 I =, Drafter: RR Designer: LB LI'.Ji�l I SIGNATURE DATE Project Manager: RKL Professional of Record: RL REPRESENTATIVE Revision No: 0 Sheet No: T _ 1 I Pp0¢'CSIONAI.. Of RFf`rNtO• G. LANCE COOKE MORRISON HERSHFIELD CORP PHONE: (503) 595-9128 Icooke®morrisonhershfield.com SITE OWNER RF ENGINEER GENERAL NOTES LINE/ANTENNA NOTES 1. WORK SHALL COMPLY WITH ALL APPLICABLE CODES. ORDINANCES. AND REGULATIONS. ALL NECESSARY LICENSES, CERTIFICATES. ETC.. REOUIRED BY AUTHORITY HAVING JURISDICTION SHALL BE PROCURED AND PAID FOR BY THE CONTRACTOR. 2. MORRISON HERSHFIELD CORPORATION HAS NOT CONDUCTED, NOR DOES IT INTEND TO CONDUCT ANY INVESTIGATION AS TO THE PRESENCE OF HAZARDOUS MATERIAL. INCLUDING, BUT NOT LIMITED TO, ASBESTOS WITHIN THE CONFINES OF THIS PROJECT. MORRISON HERSHFIELD CORPORATION DOES NOT ACCEPT RESPONSIBILITY FOR THE INDEMNIFICATION, THE REMOVAL, OR ANY EFFECTS FROM THE PRESENCE OF THESE MATERIALS. IF EVIDENCE OF HAZARDOUS MATERIALS IS FOUND, WORK IS TO BE SUSPENDED AND THE OWNER NOTIFIED. THE CONTRACTOR IS NOT TO PROCEED WITH FURTHER WORK UNTIL INSTRUCTED BY THE OWNER IN WRITING. 3. ALL MATERIAL FURNISHED UNDER THIS CONTRACT SHALL BE NEW. UNLESS OTHERWISE NOTED. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP. THE CONTRACTOR SHALL REPAIR OR REPLACE AT HIS EXPENSE ALL WORK THAT MAY DEVELOP DEFECTS IN MATERIALS OR WORKMANSHIP WITHIN SAID PERIOD OF TIME OR FOR ONE YEAR AFTER THE FINAL ACCEPTANCE OF THE ENTIRE PROJECT, WHICHEVER IS GREATER. 4. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS AND UTILITIES AT THE JOB SITE BEFORE WORK IS STARTED. NO CLAIMS FOR EXTRA COMPENSATION FOR WORK WHICH COULD HAVE BEEN FORESEEN BY AN INSPECTION, WHETHER SHOWN ON THE CONTRACT DOCUMENTS OR NOT, WILL BE ACCEPTED OR PAID. 5. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING DIMENSIONS AND CONDITIONS AT THE JOB SITE WHICH COULD AFFECT THE WORK UNDER THIS CONTRACT. ALL MANUFACTURERS RECOMMENDED SPECIFICATIONS, EXCEPT THOSE SPECIFICATIONS HEREIN, WHERE MOST STRINGENT SHALL BE COMPLIED WITH. 6. THE CONTRACTOR SHALL VERIFY AND COORDINATE SIZE AND LOCATION OF ALL OPENINGS FOR STRUCTURAL. MECHANICAL, ELECTRICAL, PLUMBING, CIVIL. OR ARCHITECTURAL WORK. 7. THE CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST BETWEEN THE LOCATIONS OF ANY AND ALL MECHANICAL, ELECTRICAL, PLUMBING, OR STRUCTURAL ELEMENTS, AND THAT ALL REOUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE ARE MET. NOTIFY THE CONSULTANT OF ANY CONFLICTS. THE CONSULTANT HAS THE RIGHT TO MAKE MINOR MODIFICATIONS IN THE DESIGN OF THE CONTRACT WITHOUT THE CONTRACTOR GETTING ADDITIONAL COMPENSATION. 8. DO NOT SCALE THE DRAWINGS. DIMENSIONS ARE EITHER TO THE FACE OF FINISHED ELEMENTS OR TO THE CENTER LINE OF ELEMENTS. UNLESS NOTED OTHERWISE. CRITICAL DIMENSIONS SHALL BE VERIFIED AND NOTIFY THE CONSULTANT OF ANY DISCREPANCIES. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEAN UP OF ALL TRADES AND REMOVE ALL DEBRIS FROM THE CONSTRUCTION SITE. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL THOROUGHLY CLEAN THE BUILDING, SITE, AND ANY OTHER SURROUNDING AREAS TO A BETTER THAN EXISTING CONDITION. 10. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, ETC. ACCORDING TO APPLICABLE CODES, STANDARDS. AND GOOD CONSTRUCTION PRACTICES. 11. THE CONTRACTOR SHALL MEET ALL OSHA REOUIREMENTS FOR ALL INSTALLATIONS. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING CONSTRUCTION AND REPAIR ALL DAMAGES TO BETTER THAN NEW CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DAMAGE TO THE BUILDING SITE OR ANY ADJACENT STRUCTURES AROUND THE PROJECT. THE CONSULTANT SHALL BE SOLE AND FINAL JUDGE AS TO THE QUALITY OF THE REPAIRED CONSTRUCTION. ANY ADDITIONAL MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE AT THE CONTRACTOR'S EXPENSE. 13. WHERE ONE DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE OR SIMILAR CONDITIONS, EVEN THOUGH NOT SPECIFICALLY MARKED ON THE DRAWINGS OR REFERRED TO IN THE SPECIFICATIONS, UNLESS NOTED OTHERWISE. 14. WHERE NEW PAVING, CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION, THE CONTRACTOR SHALL MATCH THE EXISTING PITCH, GRADE, AND ELEVATION SO THE ENTIRE STRUCTURE SHALL HAVE A SMOOTH TRANSITION. 15. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS, WALL. CEILING, OR OTHER CONSTRUCTION AS REQUIRED TO GAIN ACCESS TO AREAS FOR ALL MECHANICAL, PLUMBING, ELECTRICAL, OR STRUCTURAL MODIFICAI1ONS. WHERE THE EXISTING CONSTRUCTION DOORS, PARTITIONS, CEILING, ETC.. ARE TO BE REMOVED, MODIFIED, OR REARRANGED OR WHERE THE EXPOSED OR HIDDEN MECHANICAL, ELECTRICAL, SYSTEMS ARE ADDED OR MODIFIED, THE GENERAL CONTRACTOR SHALL REPAIR, PATCH AND MATCH ALL EXISTING CONSTRUCTION AND FINISHES OF ALL FLOORS WALLS AND CEILINGS. WHERE CONCRETE MASONRY CONSTRUCTION IS MODIFIED. THE CONTRACTOR SHALL TOOTH IN ALL NEW CONSTRUCTION TO MATCH THE EXISTING BOND. WHERE CONCRETE CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL VERIFY THE EXACT DETAILS TO BE USED FOR CONSTRUCTION. ALL WORK SHALL BE COVERED UNDER THE GENERAL CONTRACT. 16. 17. 18. VERIFY ALL EXISTING DIMENSIONS PRIOR TO PERFORMING WORK. VERIFY LOCATION OF ALL BURIED UTILITIES PRIOR TO ANY EXCAVATION. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FOR COMMERCIAL POWER IMMEDIATELY UPON AWARD OF CONTRACT. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP ALL DOCUMENTATION RECEIVED FROM THE POWER COMPANY, ACKNOWLEDGING APPLICATION FOR POWER, WRITTEN AND VERBAL DISCUSSIONS WITH THE POWER COMPANY, ETC. 19. THE GENERAL CONTRACTOR SHALL OBTAIN WRITTEN CONFIRMATION OF THE EXPECTED DATE OF COMPLETION OF THE POWER CONNECTION FROM THE POWER COMPANY. 20. IF THE POWER COMPANY IS UNABLE TO PROVIDE THE POWER CONNECTION BY OWNER'S REOUIRED DATE, THE GENERAL CONTRACTOR SHALL PROVIDE AND MAJNTAIN A TEMPORARY GENERATOR UNTIL THE POWER COMPANY CONNECTION IS COMPLETED. COSTS ASSOCIATED WITH THE TEMPORARY GENERATOR TO BE APPROVED BY THE OWNER. 21. IF THE GENERAL CONTRACTOR FAILS TO TAKE NECESSARY MEASURES AS DESCRIBED IN NOTES 18, 19 AND 20 ABOVE. THE GENERAL CONTRACTOR SHALL PROVIDE A TEMPORARY GENERATOR AT NO COST TO THE OWNER. 22. PLANS PART OF THIS SET ARE COMPLEMENTARY. INFORMATION IS NOT LIMITED TO ONE PLAN. DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT, WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED BY THE OWNER ON OTHER PROJECTS OR EXTENSION TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. THESE PLANS WERE PREPARED TO BE SUBMITTED TO GOVERNMENTAL BUILDING AUTHORITIES FOR REVIEW FOR COMPLIANCE WITH APPLICABLE CODES AND IT IS THE SOLE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR TO BUILD ACCORDING TO APPLICABLE BUILDING CODES. 23. IF CONTRACTOR OR SUB -CONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED PLANS. THEN IT IS THE CONTRACTOR'S AND THE SUB -CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE ARCHITECT WITH 4 COPIES OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE WORK. IN ADDITION THE CONTRACTOR AND SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED CHANGES BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR AND SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK. 24. IN EVERY EVENT, THESE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL BE INTERPRETED TO BE A MINIMUM ACCEPTABLE MEANS OF CONSTRUCTION BUT THIS SHALL NOT RELIEVE THE CONTRACTOR, SUB -CONTRACTOR, AND/OR SUPPLIER/MANUFACTURER FROM PROVIDING A COMPLETE AND CORRECT JOB WHEN ADDITIONAL ITEMS ARE REOUIRED TO THE MINIMUM SPECIFICATION. IF ANY ITEMS NEED TO EXCEED THESE MINIMUM SPECIFICATIONS TO PROVIDE A COMPLETE, ADEOUATE AND SAFE WORKING CONDITION, THEN IT SHALL BE THE DEEMED AND UNDERSTOOD TO BE INCLUDED IN THE DRAWINGS. FOR EXAMPLE, IF AN ITEM AND/OR PIECE OF EOUIPMENT REQUIRES A LARGER WIRE SIZE (I.E. ELECTRICAL WIRE), STRONGER OR LARGER PIPING, INCREASED QUANTITY (I.E. STRUCTURAL ELEMENTS), REDUCED SPACING, AND/OR INCREASED LENGTH (I.E. BOLT LENGTHS, BAR LENGTHS) THEN IT SHALL BE DEEMED AND UNDERSTOOD TO BE INCLUDED IN THE BID/PROPOSAL. THESE DOCUMENTS ARE MEANT AS A GUIDE AND ALL ITEMS REASONABLY INFERRED SHALL BE DEEMED TO BE INCLUDED. 25. THESE CONTRACT DOCUMENTS AND SPECIFICATIONS SHALL NOT BE CONSTRUED TO CREATE A CONTRACTUAL RELATIONSHIP OF ANY KIND BETWEEN THE ARCHITECT AND THE CONTRACTOR. 26. CONTRACTOR & ANY SUBCONTRACTORS TO MAINTAIN KEEPING THE ROAD ACCESS GATE LOCKED AT ALL TIMES. 27. IN RAWLAND CONDITIONS, TOWER FOUNDATION STRUCTURAL STEEL TO BE GROUNDED PRIOR TO CONCRETE POUR. TOWER FOUNDATION STRUCTURAL STEEL TO BE CONNECTED TO PERMANENT GROUND ROD PRIOR TO TOWER ERECTION. TOWER GROUND MUST BE MAINTAINED AT ALL TIMES. I. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLES SHALL CONFORM TO ASTM A307 OR ASTM A36. ALL STRUCTURAL FASTENERS FOR STRUCTURAL STEEL FRAMING SHALL CONFORM TO ASTM A325. FASTENERS SHALL BE 5/8" MIN. DIA. BEARING TYPE CONNECTIONS WITH THREADS EXCLUDED FROM THE PLANE. ALL EXPOSED FASTENERS, NUTS. AND WASHERS SHALL BE GALVANIZED OTHERWISE NOTED. CONCRETE EXPANSION ANCHORS SHALL BE HILTI KWIK BOLTS UNLESS OTHER WISED NOTED. ALL ANCHORS INTO CONCRETE SHALL BE STAINLESS STEEL. 2. THE CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE REQUIRED TO SECURE THE CABLES. CONNECTION HARDWARE SHALL BE STAINLESS STEEL. 3. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH. CONTRACTOR SHALL VERIFY NORTH AND NOTIFY CONSULTANT OF ANY DISCREPANCY BEFORE STARTING CONSTRUCTION. 4. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT. 5. THOROUGHLY REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REOUIRING GROUND CONNECTIONS. 6. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHARP BENDS. ALL BENDS TO BE A MIN. OF 8" RADIUS 7. FOR GROUNDING TO BUILDING FRAME & HATCH PLATE GROUND BARS. USE A TWO -BOLT HOLE NEMA DRILLED CONNECTOR SUCH AS T&B 32007 OR APPROVED EQUAL 8. FOR ALL EXTERNAL GROUND CONNECTIONS, CLAMPS & CADWELDS, APPLY A LIBERAL PROTECTIVE COATING OR AN ANTI -OXIDE COMPOUND SUCH AS "NO -OXIDE A" BY DEARBORN CHEMICAL COMPANY. 9. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY THERMO-WELDING. USE ERICO T-319 GALVANIZING BAR/COLD GALVANIZING PAINT. 10. SEAL ALL CONDUIT PENETRATIONS INTO MODULAR BUILDING WITH A SILICONE SEALANT AND ALL CONDUIT OPENINGS. 11. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TO EXCEED 3' OR THE CABLE MANUFACTURES SPECIFICATIONS WHICHEVER IS LESS. WITH HARDWARE SPECIFIED IN THE COAXIAL CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL REPORT. 12. THE COAXIAL ANTENNA CABLE INSTALLER SHALL BE RESPONSIBLE FOR PERFORMING AND SUPPLYING THREE (3) TYPEWRITTEN SWEEP TESTS (ANTENNA RETURN LOSS TEST). THIS TEST SHALL BE PERFORMED TO THE SPECIFICATIONS AND PARAMETERS OUTLINED BY THE VERIZON WIRELESS RADIO FREOUENCY THRU ENGINEER. THIS TEST SHALL BE PERFORMED PRIOR TO FINAL ACCEPTANCE OF THE SITE. (1) COPY TO BE PLACED IN SHELTER. 13. THE COAXIAL ANTENNA CABLE INSTALLER SHALL BE RESPONSIBLE FOR PERFORMING AND SUPPLYING VERIZON WIRELESS WITH THREE TYPE WRITTEN TIME DOMAIN REFLECTOMETER TESTS TO VERIFY CABLE LENGTH AND TO CHECK FOR WATER DAMAGE. 14. VAPOR WRAP WILL BE USED TO SEAL ALL CONNECTIONS. 15. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE WILL BE 1/2" DIA, AND SHALL NOT EXCEED 6'-0" 16. ALL MAIN TRANSMISSION CABLE WILL BE TERMINATED AT A VERIZON WIRELESS POLYPHASER PROTECTOR LOCATED WITHIN 1'-0" OF THE EOUIPMENT SHELTER. 17. ANTENNA CABLE LENGTHS HAVE BEEN DETERMINED BASED ON THESE PLANS. CABLE LENGTHS LISTED ARE APPROXIMATED AND ARE NOT INTENDED TO BE USED FOR FABRICATION DUE TO FIELD CONDITIONS ACTUAL CABLE LENGTHS REQUIRE, CONTRACTOR MUST FIELD VERIFY ANTENNA CABLE LENGTHS PRIOR TO ORDER. 18. ALL MAIN CABLES WILL BE COLOR CODED AT FOUR LOCATIONS: A) AT ANTENNA PRIOR TO JUMPER, B) AT THE BOTTOM OF THE TOWER, C) EXTERIOR PART OF THE WAVE GUIDE ENTRY PORT (AT THE SHELTER/CABINET WALL). D) INTERIOR OF THE SHELTER/CABINET. 19. ALL MAIN CABLES WILL BE GROUNDED AT: A) AT THE ANTENNA MOUNTING PIPE. 8) MIDDLE OF THE CABLE RUN IF OVER 200'. C) PRIOR TO ENTERING EOUIPMENT SHELTER/CABINET (WITHIN 1' OF ENTRY). 20. PROVIDE AT LEAST 6" OF SLACK IN THE MAIN COAXIAL CABLES AT THE TOWER TOP TO PROVIDE FOR FUTURE CONNECTOR REPLACEMENT. 21. PROVIDE A CABLE DRIP LOOP AT THE BOTTOM OF THE TOWER BELOW THE TOWER BOTTOM GROUND CONNECTIONS AND AS THE CABLE TRANSITIONS TO THE SHELTER/CABINET. 22. ANTENNAS AND COAX TO BE PROVIDED BY VERIZON WIRELESS. CONTRACTOR TO COORDINATE DELIVERY. CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS #5 BAR OR SMALLER CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS AND WALLS #14 AND #18 BARS #11 BAR AND SMALLER COLUMNS PRIMARY REINFORCEMENT, TIES, STIRRUPS. SPIRALS 2 1 1/2 1 1/2 1. UNLESS OTHERWISE NOTED, PROVIDE A MINIMUM BEARING LENGTH OF 4 INCHES FOR ALL REINFORCED CONCRETE SLABS. 2. PROVIDE CHAMFERS, REVEALS, REGLETS, RECESSES AND THE LIKE AS SHOWN ON THE ARCHITECTURAL OR STRUCTURAL DRAWINGS. 3. 4. 5. NO HOLES OR SLEEVES SHALL BE MADE THROUGH CONCRETE WORK OTHER THAN THOSE INDICATED ON THE STRUCTURAL DRAWINGS WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER. PROVIDE CAST -IN -PLACE CONCRETE FOR MECHANICAL AND ELECTRICAL DIVISIONS INCLUDING BUT NOT LIMITED TO: EOUIPMENT BASES, HOUSEKEEPING PADS, CURBS, PITS. UNDERGROUND DUCTBANKS. ALL FORMWORK OFFSET TOLERANCES (PER ACI 117) TO BE CLASS A. 6. FLOOR SLAB TOLERANCE TO ASTM E1155: SPECIFIED OVERALL MINIMUM VALUE OF FLATNESS FF=25 WITH LOCAL MINIMUM Fr=17, AND MINIMUM VALUE OF LEVELNESS FL=20 WITH LOCAL MINIMUM FL=15. MEASURE FL AND FF WITHIN 72 HOURS OF SLAB CONSTRUCTION. 7. ALL EXPOSED EXTERNAL CORNERS OF CONCRETE TO BE TOOLED EDGE. UNLESS OTHERWISE NOTED. 8. CONTRACTOR SHALL REFER TO DRAWINGS OF OTHER TRADES AND VENDOR DRAWINGS FOR EMBEDDED ITEMS AND RECESSES. 9. CONTRACTOR SHALL REFER TO DRAWINGS OF OTHER TRADES AND VENDOR DRAWINGS FOR EMBEDDED ITEMS AND RECESSES. CONTRACTOR SHALL VERIFY ALL SIZES AND LOCATIONS OF ALL ELECTRICAL OPENINGS AND EOUIPMENT PADS WITH THE ELECTRICAL OPENINGS AND EOUIPMENT DETAIL AND SHOP DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL OPENINGS AND SLEEVES FOR PROPER DISTRIBUTION FOR ALL UTILITIES. DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL AU. PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WALL BE PRONDING CONS1RUCT10N RENEW OF THIS PROJECT. CONSTRUCTION ABBREVIATIONS 0 03/21/18 ISSUED FOR PERMIT PROJECT INFORMATION 1. THIS IS AN UNMANNED FACILITY AND RESTRICTED ACCESS EQUIPMENT AND WILL BE USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. 2. VERIZON WIRELESS CERTIFIES THAT THIS TELEPHONE EOUIPMENT FACILITY WILL BE SERVICED ONLY BY VERIZON WIRELESS EMPLOYEE SERVICE PERSONNEL FOR REPAIR PURPOSES ONLY. THIS FACILITY IS UNOCCUPIED AND NOT DESIGNED FOR HUMAN OCCUPANCY THUS IT IS NOT OPEN TO THE PUBLIC. 3. THIS FACIUTY WILL CONSUME NO UNRECOVERABLE ENERGY. 4. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. 5. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION. 6. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. 7. VERIZON WIRELESS MAINTENANCE CREW (TYPICALLY ONE PERSON) WILL MAKE AN AVERAGE OF ONE TRIP PER MONTH AT ONE HOUR PER VISIT. AGL ABOVE GROUND LEVEL A/C AIR CONDITIONING APPROX APPROXIMATELY AZ AZIMUTH BLDG BUILDING BLK BLOCKING CLG CEILING CENTERLINE CLR CLEAR CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS DET DETAIL DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DBL DOUBLE DN DOWN DWG DRAWING EA EACH ELEC ELECTRICAL ELEV ELEVATION EQ EOUAL EOUIP EQUIPMENT (E) EXISTING EXT EXTERIOR FIN FINISH FLR FLOOR FLUOR FLUORESCENT FT FOOT GA GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GRND GROUND GYP BD GYPSUM WALL BOARD HT HEIGHT HVAC HEATING VENTILATION AIR CONDITIONING HORZ HORIZONTAL HR HOUR N NFO D NSUL NT BC LBS MGR MFR MAX MECH MTL MIN MISC N/A WIC NTS OC OD UGP UG POWER CONDUIT NCH NFORMATION NSIDE DIAMETER NSULATION NTERIOR NTERNATIONAL BUILDING CODE POUNDS MANAGER MANUFACTURER MAXIMUM MECHANICAL METAL MINIMUM MISCELLANEOUS NOT APPLICABLE NOT IN CONTRACT NOT TO SCALE ON CENTER OUTSIDE DIAMETER PLYWD PLYWOOD PT PRESSURE TREATED PROJ PROJECT PROP PROPERTY (P) PROPOSED OTY OUANTITY REO REQUIRED RM ROOM RO ROUGH OPENING ROW RIGHT OF WAY SHT SHEET SIM SIMILAR SPEC SPECIFICATION SF SOUARE FOOT SS STAINLESS STEEL STL STEEL STRUCT STRUCTURAL STD STUD SUSP SUSPENDED THRU TNNG TYP THROUGH TINNED TYPICAL UG UNDERGROUND UNO UNLESS NOTED OTHERWISE VIF VERIFY IN FIELD VERT VERTICAL WP WATER PROOF W/ WITH W/O WITHOUT UGT UG TELCO CONDUIT A 02/27/18 ISSUED FOR REVIEW No. Dote Revision Client: verizonv Implementation Team: CCROWN v CASTLE 1505 WESTLAKE AVE N, SUITE 800 SEATTLE. WA 98109 A&E Team: m� MORRISON HERSHEIELO 600 STEWART ST, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 www.morrisonhershEeld.com IMPORTANT NOTICE CONCRETE NOTES t. ALL CONCRETE WORK SHALL CONFORM TO ACI 318, " BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE " AND TO THE PROJECT SPECIFICATIONS. 2. UNLESS OTHERWISE NOTED. ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN U.O.N. 3. PREPARE AND SUBMIT MIX DESIGNS FOR EACH TYPE AND STRENGTH OF CONCRETE IN ACCORDANCE WITH ACI 211, " PROPORTIONING CONCRETE MIXTURES AND ACI 301, " SPECIFICATIONS FOR STRUCTURAL CONCRETE. 4. READY -MIX CONCRETE SUPPLIERS TO BE NRMCA-CERTIFIED. 5. ALL CONCRETE IS TO BE NORMAL DENSITY CONCRETE WITH A MAXIMUM SLUMP OF 4 INCHES. MAXIMUM AGGREGATE SIZE 3/4 INCH. 6. NO ADDITIONAL WATER SHALL BE ADDED TO THE CONCRETE AT THE JOB SITE. 7. DO NOT USE CHLORIDE -CONTAINING ADMIXTURES. 8. HOT WEATHER CONCRETE: COMPLY WITH ACI 305R. 9. REINFORCING OF ALL CONCRETE MEMBERS SHALL HAVE THE FOLLOWING CLEAR CONCRETE COVER: COVER, INCHES THE EXISTING CONDITIONS REPRESENTED HEREIN ARE BASED ON VISUAL OBSERVATIONS AND INFORMATION PROVIDED BY OTHERS. MORRISON HERSHFIELD CORPORATION CANNOT GUARANTEE THE CORRECTNESS NOR COMPLETENESS OF THE EXISTING CONDITIONS SHOWN AND ASSUMES NO RESPONSIBILITY THEREOF. CONTRACTOR AND HIS SUB -CONTRACTORS SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS AS REOUIRED FOR PROPER EXECUTION OF PROJECT.,<jtER(jRTw ANY CONFLICTS OR DISCREPANCIES TO THE CONSULTANT PRIOR TO CONSTRUCTION. i�. - LEGEND APR Project Info: BU# 880338 TUKWILA 12200 51ST PI. S. TUKWILA WA 98178 BUILDING/WALUDETAIL SECTION DETAIL NUMBER SHEET NUMBER WHERE DETAILED REFERENCE 1 Ku mAer,\N- LARGE SCALE DETAIL DETAIL NUMBER SHEET NUMBER WHERE DETAILED ELEVATION DETAIL BUG DETAIL NUMBER Co Dew Qrowingl lTiUe: OGEIURAL NOTES AND SYMBOLS mmunity )Iopment Project Number. 1800386 Start Dote: 02/26/18 Drafter: RR Designer. LB Project Manager. RKL Professional of Record: RL Revision No: Sheet No: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3 REFERENCED DRAWING SHEET NUMBER WHERE DETAILED O T-2 NOTE: THIS IS NOT A SURVEY. ALL INFORMATION AND TRUE NORTH HAVE BEEN OBTAINED FROM EXISTING DRAWINGS AND JURISDICTIONAL GIS INFORMATION AND ARE APPROXIMATE. TAX PARCEL: 3347400970 \\ — EXISTINGROADJACENT PROPERTY (TYP) A)„,\° TAX PARCEL: 0179001940 EXISTING *82.-6" MONOPOLE EXISTING FENCED COMPOUND TAX PARCEL: 0179001970 TRUCKING ASPHALT - LANES TAX PARCEL: 0179002045 S 1 2 4 T H S T\ ter. --i EXISTING ASPHALT DRIVE TAX PARCEL: 0179002050 EXISTING BLDG TAX PARCEL: 0003800003 \\\ EXISTING BLDG ASPHALT J e. TRUCKING LANES TAX PARCEL: 0179002110 TAX PARCEL: 0179002160 TAX PARCEL: 018200005 TAX PARCEL: 0003800002 \ \ TRUCKIN\ \ \ ASPHALTG J/ \ \ LANES DUWAMISH RIVER RE WE APR 09 201 Communikhowwhat's below. DevelopmentCa// before you dig. DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS 0R M0061CA110NS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT W111 BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. CONSTRUCTION 0 03/21/18 ISSUED FOR PERMIT A 02/27/18 ISSUED FOR REVIEW No. Date Revision Client: verizonv Implementation Team: CROWN CASTLE 1505 WESTLAKE AVE N, SUITE 800 SEATTLE, WA 98109 A&E Team: m� MORRISON HERSHFIELD 600 STEWART ST, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 www.monisonhershfield.com Project Info: BU# 880338 TUKWILA 12200 51 ST P1. S. TUKWILA, WA 98178 Drawing Title: SITE PLAN Project Number. 1800386 Start Dote: 02/26/18 Drafter. RR Designer. LB Project Manager. RKL Professional of Record: RL Revision No: 0 Sheet No: A-1 24-x36" SCALE: 1' - 120'-0' 11-x17" SCALE: 1' _ 240'-0" 240 120 0 120' SITE PLAN 1 EDGE OF CONC (TYP) EXISTING ELEVATED COVERED CABLE TRAY EXISTING EQUIPMENT CABINETS (OF OTHERS) X X X X X X X X { X X X EXISTING MONOPOLE + + EXISTING EQUIPMENT -/�- CABINETS (OF OTHERS) X X EXISTING PPC X X ‘\ EXISTING GENERATOR 7'-0"t EXISTING CONC RETAINING WALL + EXISTING LOW ICE BRIDGE (OF OTHERS) + + + + + + + 7'-7"t + +/ + + + + + + + + + EXISTING GROUND BAR (OF OTHERS) TO BE RELOCATED; X STAIR DN x EXISTING CHAIN UNK FENCE W/ BARBED WIRE ON TOP OF CONC EXISTING SWWINGING GATE EXISTING CONC RETAINING WALL — -J COORDINATE W/ OWNER r Ik l 1 ,/� / I L I J �� I � I J 6'-3"t EXISTING CONDUITS (TYP) 3 X X X X X X 1' EXISTING EOUIPMENT (OF OTHERS) (TYP) NOTF' PANEL ANTENNAS NOT SHOWN IN PLAN VIEW FOR CLARITY; SEE ELEVATIONS EXISTING UTILITY H-FRAME MOUNTED ON TOP OF WALL EDGE OF CONC (TYP) EXISTING ELEVATED COVERED CABLE TRAY EXISTING EQUIPMENT CABINETS (OF OTHERS) EXISTING EQUIPMENT CABINETS (OF OTHERS) EXISTING PPC X X X-X X EXISTING MONOPOLE PROPOSED VERIZON WIRELESS Uf1U1Y H-FRAME W/ WORK UGHTS ON TOP OF CONC WALL + + + + + + + + + + + EXISTING LOW ICE BRIDGE (OF OTHERS) -} _L PROPOSED VERIZON WIRELESS ICE BRIDGE W/ (2) HYBRID CABLES AND (4) MW FEEDERS (ABOVE EXISTING ICE BRIDGE) PROPOSED VERIZON WIRELESS GPS ANTENNA MOUNTED ON PROPOSED ICE BRIDGE POST L I 0 -X -X � J 0 c1 RADIO EXISTING GENERATOR EXISTING CONC RETAINING WALL PROPOSED GEN PLUG 6' 7•-6" X STAIR ON POWER & BATTERY PROPOSED VERIZON WIRELESS EQUIPMENT LEASE AREA EXISTING SWING GATE x 7" r [ I� I i L 1 J i I I n LEASE AREA X EXIS C RETAININGONC WALL C X 6 PROPOSED VERIZON WIRELESS CONCRETE PAD MOUNTED EQUIPMENT CABINETS (TYP OF 2) RECEIVED APR 0 9 2018 Community Deuelonment 00 NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NETHER MORRISON HERSHFIELD NOR THE ARCHITECT MU. DE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. CONSTRUCTION 0 03/21/18 ISSUED FOR PERMIT A 02/27/18 ISSUED FOR REVIEW No. Date Revision Client: verizonv Implementation Team: a:CROWN CASTLE 1505 WESTLAKE AVE N, SUITE 800 SEATTLE, WA 98109 A&E Team: m� MORRISON HERSHFIELD 600 STEWART ST, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 www.morrisonhershfield.com Project Info: BU# 880338 TUKWILA 12200 51 ST P1. S. TUKWILA, WA 98178 Drawing Title: COMPOUND Project Number. 1800386 Start Date: 02/26/18 Drafter. RR Designer. LB Project Monger. RKL Professional of Record: RL Revision No: 0 Sheet No: A-1.1 24%36- SCALE: 1/2. 11'z17' 4r1A1 F: 1/4" - 1'-0" 2 0 2' COMPOUND PLAN 2 24'z36' SCALE 1. = 11'z17' SCALE 1/2 = 1'-0. 6 0 1' PROPOSED EQUIPMENT PLAN 1 EXISTING ANTENNA ARRAY (OF OTHERS) 1 EXISTING ANTENNA ARRAY (OF OTHERS) EXISTING MONOPOLE TOP OF EXISTING MONOPOLE 1t ±82'-6" AGL RAD CENTER OF EXISTING ANTENNAS ±81'-0" AGL RAD CENTER OF EXISTING ANTENNAS ±66'-0" AGL EXISTING GPS ANTENNA MOUNT HEIGHT OF GPS ANTENNA hh ±20'-0" AGL EXISTING CHAIN LINK FENCE W/ BARBED WIRE TOP OF CONC /, 0'-0" AGL ASSUMED NOTE; 1. NO WORK SHALL COMMENCE WITHOUT THE APPROVED TOWER STRUCTURAL ANALYSIS REPORT SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER UNDER SEPARATE COVER. ANTENNA MOUNT DESIGN BY MANUFACTURER. 2. REFER TO ENGINEERED DRAWINGS FOR DESIGN/ENGINEERING OF MONOPOLE AND ITS FOUNDATION BY TOWER MANUFACTURER. 3. PROPOSED ANTENNA MOUNTS SHALL COMPLY WITH NSTD-445 STANDARDS AS REQUIRED BY VERIZON. 4. ANY EXPOSED FEED LINES OR COAXIAL CABLES (SUCH AS WHEN EXTENDED OUT OF THE TOWER TO CONNECT TO THE ANTENNAS) MUST BE PAINTED TO MATCH THE TOWER. EXISTING ANTENNA ARRAY (OF OTHERS) EXISTING ANTENNA ARRAY (OF OTHERS)�� PROPOSED VERIZON WIRELESS ANTENNAS AND ANCILLARY EQUIPMENT MOUNTED ON NEW ANTENNA PLATFORM (TYP) PROPOSED VERIZON WIRELESS 2'0 MW DISH ANTENNA EXISTING MONOPOLE PROPOSED VERIZON WIRFI FCC FEEDUNES [(2) HYBRID CABLE, (4) MW FEEDER]; ROUTE ALONG FACE OF MONOPOLE PROPOSED VERIZON WIRELESS EQUIPMENT LEASE AREA WTTHIN EXISTING COMPOUND L dl EXISTING GPS ANTENNA TOP OF EXISTING MONOPOLE h ±82'-6" AGL RAD CENTER OF EXISTING ANTENNAS /b ±81'-0 AGL Y RAD CENTER OF EXISTING ANTENNAS //,� ±66 —0 AGL Y RAD CENTER OF PROPOSED VERIZON WIRELESS ANTENNAS , ±54'-0 AGL RAD CENTER OF PROPOSED VERIZON WIRELESS MW DISH ANTENNA Aq t47'-0" AGL MOUNT HEIGHT OF GPS ANTENNA AGL ECG /'QED ���111tttttt ^^ r`Ln u 1"f EXISTING CHAIN LINK ©� ZD �� FENCE W/ BARBED Community Development DO NOT SCALE ORAWwGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOw8 SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED Err THE LATEST REVISION. AU. DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL DE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. CONSTRUCTION 0 03/21/18 ISSUED FOR PERMIT A 02/27/18 ISSUED FOR REVIEW No. Dote Revision Client: verizoni Implementation Team: CaCROWN ARSTLE 1505 WESTLAKE AVE N, SUITE 800 SEATTLE, WA 98109 A&E Team: MORRISON HERSHFIELD 600 STEWART ST, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 www.morrisonhershfield.com Project Info: BU# 880338 TUKWILA 12200 51ST PI. S. TUKWILA, WA 98178 Drawing Title: TOWER PROFILE Project Number. 1800386 Start Date: 02/26/18 Drafter. RR Designer. LB Project Manager. RKL Professional of Record: RL Revision No: Sheet No: 24%36- SCALE 3/16- 11'%17° SCALE: 3/32- = 1'-0- 4 2 0 4' EXISTING TOWER PROFILE 2 24-x36- SCALE 3/16- = = = 11'e17' SCALE: 3/32' = 1'-0. 4 2 0 4' PROPOSED TOWER PROFILE 1 0 A-2 GPS ANTENNA VALMONT UNIVERSAL PIPE ADAPTER KIT 81534 POST FRONT GPS ANTENNA VALMONT UNIVERSAL PIPE ADAPTER KIT B1534 POST SIDE WORK UGHT PER PLAN GALV PIPE CAP PER .PLAN 3" DIA STD GALV PIPE; PROVIDE 3/16" THK CAP PL,� SEAL WELD ALL AROUND METER P1000 UNISTRUT, W/ PLASTIC C END CAPS. FASTENED TO POST W/ 1/2'0 STAINLESS U—BOLTS �C�C (TYP); LOCATION TO SUIT UTILITY EQUIPMENT ATTACHMENT REOUIREMENTS T.O. FINISHED GRADE 24"x24" PULL BOX z 0 (ILC) INTEGRATED LOAD CENTER CONC PAD APPL CATION, SEE DETAIL A GENERATOR PLUG 0 •I• 1� 18"0 CONC PIER j18" (4) 5/8" HILTI HVA ADHESIVE BOLTS, MIN 4-1/2" EMBEDMENT INTO CONCRETE 10'x10"x5/8" GALV BASE PLATE PIPE 1/4 DETAIL A (WHERE APPLICABLE) 0 HOT DIPPED GALV STEEL GRATING FROM EQUIPMENT TO TOWER: USE APPROVED PRE MANUFACTURED KIT BY VALMONT OR APPROVED EQUAL 3-1/2'0 SCH 40 HOT DIPPED GALV PIPE FOR ICE BRIDGE SUPPORT WITH END CAP CONCRFTF PAD APPLICATION: 10"x10"x5/8" GALV BASE PLATE ON BED OF LEVELING GROUT PLATFORM APPLICATION. • 10"x10"x5/8" GALV BASE PLATE HOLES FOR 5/8" FASTENER (TYP OF 4) 1/4 10-x10"z5/8" GALV BASE PLATE PLATFORM GRATE 10'x10"x5/8" GALV BASE PLATE PIPE PLAN (4) 5/8" BOLTS W/ LOCK WASHERS PLATFORM (WHERE APPLICABLE) TRAOF APPI CATION: 18'0 CONCRETE PIER 1/4 10"x10"x5/8" GALV BASE PLATE (4) 5/8" HILTI HVA ADHESIVE BOLTS, MIN 4-1/2" EMBEDMENT INTO CONCRETE T.O. CONC p :'' Ur _U_ t • CONCRETE PAD (WHERE APPLICABLE) GRADE 18"0 CONC PIER DO NOT SCALE DRAWOICS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICA110NS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NERHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. CONSTRUCTION 0 03/21/18 ISSUED FOR PERMIT A 02/27/18 ISSUED FOR REVIEW No. Date Revision Client: verizonv GPS ANTENNA DETAIL 6 24"x36" SCALE: NOT TO S AI F 11"x17" SCALE: NOT TO SCALE H-FRAME DETAIL 5 24"x36' SCALE NOT TO SCALE 11"x17" SCALE: NOT TO SCALE ICE BRIDGE DETAIL \/ /\ /\ \zik,\/ 4IhL 411. N8' PLAN ANTENNA PIPE MOUNTS ORDERED SEPARATELY ELEVATION HANDRAIL KIT ORDERED SEPARATELY GALV. BOX FRAME PART OF CABINET NOTE: VERIZON WIRELESS EQUIPMENT CABINET(S) TO BE MECHANICALLY ATTACHED TO CONCRETE PAD PER MANUFACTURER'S RECOMMENDATIONS (4) 5/8"0 HILTI KB—TZ EXPANSION BOLTS (4-1/8' EMBED) INTO CONCRETE CONCRETE SLAB PLAN VIEW FRONT VIEW MANUFACTURER: RAYCAP MODEL: DB—C1-12C-24A6—OZ HEIGHT: 29.5" WIDTH: 16.5" DEPTH: 12.6" WEIGHT: 32 LBS NOTE: CONTRACTOR TO PROVIDE U—BOLT FOR PIPE MOUNTING Implementation Team: a:04k COWN CASTLE 1505 WESTLAKE AVE N, SUITE 800 SEATTLE, WA 98109 ABLE Team: m� MORRISON HERSHFIELD 600 STEWART ST, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 www.morrisonhershfield.com "" FG• N, y' Praj ct ,L,lnf0: APR 09 2018 SIDE VIEW ity ,enfDrawing Title: BU# 880338 TUKWILA 12200 51ST PI. S. TUKWILA, WA 98178 CONSTRUCTION DETAILS Project Number. 1800386 Drafter. RR Project Manager: RKL Revision No: 0 Start Dote: 02/26/18 Designer. LB Professional of Record: RL Sheet No: A-3 24"x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE ANTENNA MOUNT 3 24"x36" SCALE: NOT TO SCALE CABINET ATTAC H M E N T 11"x17" S AI F. NOT TO SCALE 2 JUNCTION BOX DETAIL DIM 2 S FRONT DIM 2 BACK 0 DIM 3 SIDE QTY DIM 1 DIM 2 DIM 3 WEIGHT RRU 8843 3 28.0" 15.0" 10" 85.0 LBS RADIO 4449 3 28.0" 15.0" 10.0" 85.0 LBS NOTES: 1. INSTALL UNITS PER MANUFACTURER SPECIFICATIONS 24"x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE PROPOSED RRU DIMENSIONS 5 DIM 2 FRONT DIM 2 0 DIM 3 c BACK SIDE DIM 2 0 L_J TOP QTY DIM 1 DIM 2 DIM 3 WEIGHT SECTOR ALPHA HEX458CW0000X 2 91.7" 15.6" 7.4" 57.0 LBS SECTOR BETA HEX458CW0000X 2 91.7" 15.6" 7.4" 57.0 LBS SECTOR GAMMA HEX458CW0000X 2 91.7" 15.6" 7.4" 57.0 LBS NOTES: 1. INSTALL ANTENNAS PER MANUFACTURER SPECIFICATIONS 2. CONTRACTOR TO TORQUE ALL MOUNTING HARDWARE PER MANUFACTURER SPECIFICATIONS PROPOSED ANTENNA AND COAX SCHEDULE SECTOR ALPHA AZIMUTH RAD CENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC TILT MECH DOWNTILT NUMBER OF FEEDERS FEEDER TYPE FEEDER LENGTH ADDITIONAL EQUIPMENT LTE 310' 54'-0" 2 AMPHENOL HEX458CW0000X — — — — — (1) RRU 8843 (1) RADIO 4449 SECTOR BETA AZIMUTH RAD CENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC TILT MECH DOWNTILT NUMBER OF FEEDERS FEEDER TYPE FEEDER LENGTH ADDITIONAL EQUIPMENT LTE 140' 54.-0" 2 AMPHENOL HEX458CW0000X — — — — — (1) RRU 8843 (1RADIO 4449 SECTOR GAMMA AZIMUTH RAD CENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC 71LT MECH DOWNT1LT NUMBER OF FEEDERS FEEDER TYPE FEEDER LENGTH ADDITIONAL .EQUIPMENT LTE 215' 54.-0" 2 AMPHENOL HEX458CW0000X — — 2 HYBRID 104't (1) RRU 8843 (1) RADIO 4449 (1) JUNCTION BOX NOTES. 1. ANTENNA MOUNTS SHALL COMPLY WITH NSTD-445 STANDARDS AS REQUIRED BY VERIZON 2. PROVIDE PIPE —TO —PIPE ADAPTER, AS REQ'D PROPOSED VERIZON WIRELESS PANEL ANTENNA C (AMPHENOL HEX45BCW0000X) PROPOSED VERIZON WIRELESS PANEL ANTENNA [AMPHENOL HEX458CW0000X] PROPOSED VERIZON WIRELESS RRU [ERICSSON RADIO 4449] (TYP OF 3, 1 PER SECTOR) PROPOSED VERIZON WIRELESS PANEL ANTENNA [AMPHENOL HEX458CW0000X] PROPOSED VERIZON WIRELESS JUNCTION BOX MOUNTED TO PROPOSED ANTENNA MOUNT (TYP OF 1) PROPOSED VERIZON WIRELESS PANEL ANTENNA [AMPHENOL HEX458CW0000X] PROPOSED VERIZON WIRELESS RRU [ERICSSON RRUS 8843] (TYP OF 3, 1 PER SECTOR) EXISTING MONOPOLE PROPOSED VERIZON WIRELESS PANEL ANTENNA [AMPHENOL HEX458CW0000X] PROPOSED VERIZON WIRELESS QUAD MOUNT PROPOSED VERIZON WIRELESS PANEL ANTENNA [AMPHENOL HEX458CW0000X] 00 NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. AU. PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. All DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION RENEW OF THIS PROJECT. CONSTRUCTION 0 03/21/18 ISSUED FOR PERMIT A 02/27/18 ISSUED FOR REVIEW No. Dote Revision Client: verizonv Implementation Team: CROWN __CASTLE 1505 WESTLAKE AVE N, SUITE 800 SEATTLE, WA 98109 24"x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE PROPOSED ANTENNA DIMENSIONS 4 24"x36" SCALE: 3/8" = 1'-0 11"x17" SCALE: 3/16" = 1'-0" 2 1 0 2' PROPOSED ANTENNA CONFIGURATION 3 2-1/2" STD GALV SCH 40 PIPE MOUNT ANTENNA MOUNT BRACKETS BY ANTENNA MANUFACTURER PANEL ANTENNA TOP VIEW 2-1/2" STD GALV SCH 40 PIPE MOUNT MECHANICAL DOWN TILT KIT (AS REO'D) BY ANTENNA MANUFACTURER ANCILLARY EQUIPMENT (TYP) PANEL ANTENNA ANTENNA MOUNT BRACKETS BY ANTENNA MANUFACTURER PROPOSED MW SCHEDULE AZIMUTH RAD CENTER QUANTITY VENDOR MODEL SIZE TILT CABLE? LENGT CABLE OTY CABLE TYPE 100' 47'-0" 1 RFS SC2-190BB 2'0 0' 97.* 2 CAT5e 2 FIBER NOTES: ANTENNA MOUNTS SHALL COMPLY WITH NSTD-445 STANDARDS AS REQUIRED BY VERIZON. PROPOSED VERIZON WIRELESS UNIVERSAL RING MOUNT MODEL # LWRM BY SREPRO 1 OR APPROVED EQUAL PROPOSED VERIZON WIRELESS 8" STANDOFF ARM (SITEPRO1 P/N MMO1 OR APPROVED EOUAL): ORDER 2-1/2" STD GALV PIPE SEPARATELY EXISTING MONOPOLE PROPOSED VERIZON WIRELESS 2'0 MICROWAVE DISH MW AZ=100' MW SPECIFICATIONS MODEL QTY DIM A DIM B DIM C WEIGHT SC2-190BB 1 26.4"0 11.7" 11.5" 20 LBS DIM A lFIQ 1 APR 09 2018 A&E Teom: MORRISON HERSHFIELD 600 STEWART ST, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 www.morrisonhershfietd.com Project Info: BU# 880338 TUKWILA 12200 51 ST PI. S. TUKWILA. WA 98178 Drawing Title: ANTENNA CONFIGURATION Project Number. 1800386 Start Dote: 02/26/18 pafter. RR Designer. LB Project Manager. RKL Professional of Record: RL Revision No: O Sheet No: RF-1 24"x36" SCALE NOT TO SCALE 11"x17" SCALE: NOT TO SCALE TYPICAL ANTENNA ATTACHMENT 2 24"x36" SCALE: NOT TO SCALE 11"x17" SCALE NOT TO SCALE COmmiinity PROPOSED MICROWAVE CONFIGURAIRDNE J-- JOSEPH ALLEN SECTOR 1 AINS'LTE_� Fl LY1itTr", 85N LIT 1 Jx.aot. �LU, 611-�t1:�64f-�P+�GtD nl Ra Pcs LTE 700 LT 850 LTE 7X-P721 LOIL31441.14•11941;H 5. PI Ro 11 �;, 1BI.vl0Ia: 414,11.erffiLl n1i 1U a! B •G rfr 10IEIPII0I44R: 019 L 011In111A'1 f •11'014 U of SECTOR 2 AVIS L TE, �700 LTE�1 850 LTE i4POL. Lit L7• H3f H4•IHSf 1 RRO Ih S II;A F fl7001 LTE-1 .BID LTE L14 HSiIttd• A.iufCAlfbi:jp�fl�MI BUD 48 saiiysrrle21 SECTOR 3 L_ Aves_LTE__] ciao TE7 850 LTE 3rr17aL L1.1 L2•IH311107.115,1wF1 Ri I t°. GG:S I,TF 17001LTEfl 850 ILTE ityi Ar D A 11 I oIl I 8 012 tt1LN1t0r41011'I m1 p 9 1 a ' 4 16 1? B 9 1 VD 31. ',La C11S.b12 Eli EEO 011,712 2 0 3 4I5116 711SII01110111. to RECEIVED APR 09 2018 Community Development 00 N07 SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON'HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REWEW OF THIS PROJECT. CONSTRUCTION 0 03/21/18 ISSUED FOR PERMIT A 02/27/18 ISSUED FOR REVIEW No. Date Revision Client: verizonv Implementation Team: _CROWN ,►CASTLE 1505 WESTLAKE AVE N, SUITE 800 SEATTLE, WA 98109 A&E Team: m� MORRISON HERSHFIELD 600 STEWART ST, SUITE 200, SEATTLE, WA 98101 Tel: 206.268.7370 www.morrisonhershfield.Com Project Info: BU# 880338 TUKWILA 12200 51ST PI. S. TUKWILA. WA 98178 Drawing Title: PLUMBING DIAGRAM Project Number. 1800386 Start Date: 02/26/18 Drafter. RR Designer. LB Project Monoger. RKL Professional of Record: RL Revision No: Sheet No: 24%36' SCAB: NOT TO SCALE 11'z17' SCALE: NOT TO SCALE PLUMBING DIAGRAM 1 0 RF-2 GENERAL ELECTRICAL NOTES LEGEND GENERAL 1. EXAMINE THE SITE CONDITIONS VERY CAREFULLY AND THE SCOPE OF PROPOSED WORK TOGETHER WITH THE WORK OF ALL OTHER TRADES AND INCLUDE IN THE BID PRICE ALL COSTS FOR WORK SUCH AS EQUIPMENT AND WIRING MADE NECESSARY TO ACCOMMODATE THE ELECTRICAL SYSTEMS SHOWN AND SYSTEMS OF OTHER TRADES. 2. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED UNDER THIS CONTRACT. 3. PERFORM DETAILED VERIFICATION OF WORK PRIOR TO ORDERING THE ELECTRICAL EOUIPMENT AND COMMENCING CONSTRUCTION. ISSUE A WRITTEN NOTICE TO THE CONSULTANT OF ANY DISCREPANCIES. 4. OBTAIN ALL PERMITS. PAY ASSOCIATED FEES AND SCHEDULE INSPECTION. 5. PROVIDE ALL LABOR, MATERIAL, EQUIPMENT, INSURANCE, AND SERVICES TO COMPLETE THIS PROJECT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND PRESENT IT AS FULLY OPERATIONAL TO THE SATISFACTION OF THE OWNER. 6. CARRY OUT WORK IN ACCORDANCE WITH ALL GOVERNING STATE. COUNTY AND LOCAL CODES AND 0.S.H.A. 7. PRIOR TO BEGINNING WORK COORDINATE ALL POWER AND TELCO WORK WITH THE LOCAL UTILITY COMPANY AS IT MAY APPLY TO THIS SITE. ALL WORK TO COMPLY WITH THE RULES AND REGULATIONS OF THE UTILITIES INVOLVED. 8. FABRICATION AND INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEM SHALL BE DONE IN A FIRST CLASS WORKMANSHIP PER NECA STANDARD 1-2000 BY QUALIFIED PERSONNEL EXPERIENCED IN SUCH WORK AND SHALL SCHEDULE THE WORK IN AN ORDERLY MANNER SO AS NOT TO IMPEDE PROGRESS OF THE PROJECT. 9. DURING PROGRESS OF THE WORK, MAINTAIN AN ACCURATE RECORD OF THE INSTALLATION OF THE ELECTRICAL SYSTEMS, LOCATING EACH CIRCUIT PRECISELY AND DIMENSIONING EQUIPMENT, CONDUIT AND CABLE LOCATIONS. UPON COMPLETION OF THE INSTALLATION, TRANSFER ALL RECORD DATA TO BLACK LINE PRINTS OF THE ORIGINAL DRAWINGS AND SUBMIT THESE DRAWINGS AS RECORD DRAWINGS TO THE CONSULTANT. 10. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF JOB ACCEPTANCE BY OWNER. ANY WORK, MATERIAL, OR EOUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE CORRECTED AT ONCE UPON WRITTEN NOTIFICATION. AT THE EXPENSE OF THE CONTRACTOR. lt. GENERAL CONTRACTOR IS RESPONSIBLE FOR REQUESTING CONNECTION OF COMMERCIAL POWER FROM THE POWER COMPANY. ELECTRICAL CONTRACTOR SHALL COORDINATE THIS WORK WITH THE GENERAL CONTRACTOR. 12. COORDINATE EXACT TELEPHONE REOUIREMENTS AND SERVICE ROUTING WITH LOCAL TELEPHONE COMPANY. APPLY FOR TELEPHONE SERVICE IMMEDIATELY UPON AWARD OF CONTRACT. BASIC MATERIALS AND METHODS 1. ALL ELECTRICAL WORK SHALL CONFORM ID THE EDITION OF THE NEC ACCEPTED BY THE LOCAL JURISDICTION AND TO THE APPLICABLE LOCAL CODES AND REGULATIONS. 2. ALL MATERIALS AND EQUIPMENT SHALL BE NEW. MATERIALS AND EQUIPMENT SHALL BE THE STANDARD PRODUCTS OF MANUFACTURER'S CURRENT DESIGN. ANY FIRST-CLASS PRODUCT MADE BY A REPUTABLE MANUFACTURER MAY BE USED PROVIDING tr CONFORMS TO THE CONTRACT REOUIREMENTS AND MEETS THE APPROVAL OF THE CONSULTANT AND THE OWNER. 3. ARRANGE CONDUIT, WIRING, EQUIPMENT, AND OTHER WORK GENERALLY AS SHOWN, PROVIDING PROPER CLEARANCES AND ACCESS. CAREFULLY EXAMINE ALL CONTRACT DRAWINGS AND FIT THE WORK IN EACH LOCATION WITHOUT SUBSTANTIAL ALTERATION. WHERE DEPARTURES ARE PROPOSED BECAUSE OF FIELD CONDITIONS OR OTHER CAUSES, PREPARE AND SUBMIT DETAILED DRAWINGS FOR ACCEPTANCE. 4. THE CONTRACT DRAWINGS ARE GENERALLY DIAGRAMMATIC AND ALL OFFSETS. BENDS, FITTINGS AND ACCESSORIES ARE NOT NECESSARILY SHOWN. PROVIDE ALL SUCH ITEMS AS MAY BE REQUIRED TO FIT THE WORK TO THE CONDITIONS. 5. MAINTAIN ALL CLEARANCES AS REOUIRED BY NEC. 6. SEAL AROUND CONDUITS AND AROUND CONDUCTORS WITHIN CONDUITS ENTERING THE PREFABRICATED SHELTER/CABINETS WHERE PENETRATION OCCURS WITH A SILICONE SEALANT TO PREVENT MOISTURE PENETRATION INTO BUILDING/SHELTER. 7. SILICONE SEAL AROUND ALL BOLTS AND SCREWS USED TO SECURE EOUIPMENT TO EXTERIOR OF BUILDING. 8. MAKE NECESSARY CONNECTIONS FOR BATTERY IN EMERGENCY LIGHT FIXTURE. CONNECT EXTERIOR LIGHT FIXTURE (PROVIDED BY SHELTER MANUFACTURER) TO EXTERNAL JUNCTION 80x. CONDUCTORS AND CONNECTORS 1. UNLESS NOTED OTHERWISE. ALL CONDUCTORS SHALL BE COPPER, MINIMUM SIZE jf12 AWG. WITH THERMOPLASTIC INSULATION CONFORMING TO NEMA WC5 OR CROSS -LINKED POLYETHYLENE INSULATION CONFORMING TO NEMA WC7. (TYPES THHN OR THWN-2). INSULATION SHALL BE RATED FOR 90'C CONDUCTORS SHALL BE COLOR CODED IN ACCORDANCE WITH NEC. 2. ALL CONDUCTORS USED FOR GROUNDING SHALL BE COPPER AND SHALL HAVE GREEN INSULATION EXCEPT WHERE NOTED. 3. FOR COPPER CONDUCTORS #6 AWG AND SMALLER USE 3M SCOTCH-LOK OR T&B STA-KON COMPRESSION TYPE CONNECTORS WITH INTEGRAL OR SEPARATE INSULATION CAPS. FOR COPPER CONDUCTORS LARGER THAN b6 AWG USE SOLDERLESS, IDENT HEX SCREW OR BOLT TYPE PRESSURE CONNECTORS OR DOUBLE COMPRESSION C-CLAMP CONNECTORS. UNLESS SPECIFIED OTHERWISE ON DRAWINGS. 4. UNLESS NOTED OTHERWISE ALL LUGS SHALL BE TIN PLATED COPPER, TWO -HOLE. LONG BARREL. COMPRESSION TYPE. 5. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT SPLICES. SPLICES ARE NOT ACCEPTABLE. IF SPLICES ARE UNAVOIDABLE PRIOR APPROVAL FROM THE ENGINEER MUST BE OBTAINED. RACEWAYS AND BOXES 1. ALL CONDUIT SHALL BE UL LABELED. 2. ALL EMPTY CONDUITS INSTALLED FOR FUTURE USE SHALL HAVE A PULL CORD. 3. SHEET METAL BOXES SHALL CONFORM TO NEMA OS1: CAST -METAL BOXES SHALL CONFORM TO NEMA 81 AND SHALL BE SIZED IN ACCORDANCE WITH NEC UNLESS NOTED OTHERWISE. GROUNDING 1. ALL LIGHTNING PROTECTION AND SAFETY GROUNDING OF THE ELECTRICAL EOUIPMENT SHALL BE CARRIED OUT IN ACCORDANCE WITH THE CURRENT NFPA AND VERIZON WIRELESS STANDARDS. 2. GROUND LUGS ARE SPECIFIED UNDER SECTION 3 "CONDUCTORS AND CONNECTORS". 3. ALL GROUND LUG AND COMPRESSION CONNECTIONS SHALL BE COATED WITH ANTI -OXIDANT AGENT. SUCH AS NO-OX. NOALOX, PENETROX OR KOPRSHIELD. 4. GROUND ALL EXPOSED METALLIC OBJECTS ON BUILDING EXTERIOR INCLUDING BUILDING TIE DOWN BRACKETS. 5. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT. 6. DO NOT INSTALL GROUND RING OUTSIDE OF PROPERTY LINE. 7. REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND CONNECTIONS, REPAINT TO MATCH AFTER CONNECTION IS MADE TO MAINTAIN CORROSION RESISTANCE. 8. ALL EXTERIOR GROUNDING CONDUCTORS INCLUDING EXTERIOR GROUND RING SHALL BE #2 AWG SOLID BARE TINNED COPPER UNLESS NOTED OTHERWISE. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHARP BENDS. THE RADIUS OF ANY BEND SHALL NOT BE LESS THAN 8" AND THE ANGLE OF ANY BEND SHALL NOT EXCEED 90'. GROUNDING CONDUCTORS SHALL BE ROUTED DOWNWARD TOWARD THE BURIED GROUND RING. 9. BOND ALL EXTERIOR CONDUITS, PIPES AND CYLINDRICAL METALLIC OBJECTS WITH A PENN-UNION GT SERIES CLAMP. BLACKBURN GUV SERIES CLAMP OR A BURNDY GAR 3900BU SERIES CLAMP ONLY, NO SUBSTITUTES ACCEPTED. 10. ALL GROUND CONNECTIONS SHALL BE APPROVED FOR THE METALS BEING CONNECTED. 11. ALL EXTERNAL GROUND CONNECTIONS SHALL BE EXOTHERMICALLY WELDED. ALL EXOTHERMIC WELDS TO EXTERIOR GROUND RING SHALL BE THE PARALLEL TYPE, EXCEPT FOR THE GROUND RODS WHICH ARE TEE EXOTHERMIC WELDS. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY EXOTHERMIC WELDING. USE SPRAY GALVANIZER SUCH AS HOLUB LECTROSOL (J15-501. 12. CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER WHEN THE BURIED GROUND RING IS INSTALLED SO THE REPRESENTATIVE CAN INSPECT THE GROUND RING BEFORE IT IS BACKFILLED WITH SOIL. 13. FOR METAL FENCE POST GROUNDING. USE A HEAVY DUTY TYPE GROUNDING CLAMP OR EXOTHERMIC WELD CONNECTION TO POST. GROUND ALL FENCE POSTS WITHIN 6' OF EQUIPMENT. 14. WHERE MECHANICAL CONNECTORS (Tw0-HOLE OR CLAMP) ARE USED, APPLY A LIBERAL PROTECTIVE COATING OF AN ANTI -OXIDE COMPOUND SUCH AS "NO OXIDE A" BY DEARBORN CHEMICAL COMPANY ON ALL CONNECTORS. OVERCURRENT & SHORT-CIRCUIT/GND FAULT PROTECTION (IF APPLICABLE) 1. CONTRACTOR SHALL RECORD LOAD READINGS WHEN SITE P OUER ORIGINATES FROM A 30 SERVICE TO MONITOR & ASSURE A BALANCED LOAD AT THE PRIMARY SUPPLY. RECORDS SHALL BE PROVIDED TO THE SITE/FACILITY OWNER. CONTRACTOR SHALL CONSULT MANUFACTURER'S PLANS, SHOP DRAWINGS AND SPECS FOR INDOOR/OUTDOOR EOUIPMENT LOCATION & INSTALLATION. ELECTRIC SERVICE SHALL BE IN COMPLIANCE WITH ALL RULES & REGULATIONS OF THE UTILITY CO. ELECT. CONTRACTOR SHALL PROVIDE EQUIPMENT WITH HIGHER SHORT-CIRCUIT FAULT CURRENT RATINGS (kA.I.C.) AS REOUIRED TO MATCH & EXCEED UTILITY CO. AVAILABLE SYMMETRICAL & ASYMMETRICAL FAULT CURRENT LEVELS. FUSES IN SERVICE SWITCHES SHALL BE CLASS "RK1", CURRENT LIMITING TYPE, 200 kA.I.C., NON -TIME DELAY. DISCONNECT SWITCHES TO HAVE REJECTION CLIPS, UNLESS INDICATED OTHERWISE. ELECTRICAL EQUIPMENTS & PROTECTIONS SHALL BE STANDARD kAIC RATED HIGHER THAN INCOMING EQUIPMENT AND/OR UTILITY CO. kAIC RATE AND CONSIDERING ELECTRIC MOTORS FAULT CONTRIBUTION. CONTRACTOR SHALL NOT BEGIN CONSTRUCTION UNTIL THIS MANDATORY REQUIREMENT IS MET. IF NEW LOAD IS ADDED CONTRACTOR SHALL VERIFY & CONFIRM BEFORE CONSTRUCTION THAT TOTAL UTILITY SERVICE LOAD SHALL KEEP EOUAL TO (125% MAX. DEMAND+ NEW LOAD)< 80% SERVICE ENTRANCE CONDUCTORS/MAIN OVER CURRENT PROTECTION AAPACITY, WHICHEVER RATING IS LOWER. LIGHTING SHALL MEET NEC, IESNA AND/OR FM STANDARDS IF APPLICABLE. PHOTOMETRIC LEVELS SHALL COMPLY WITH LOCAL. STATE & FEDERAL RULES. ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN ACCESSIBLE AREAS ONLY. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF POWER AND TELE- PHONE UTILITY COMPANIES. SYMBOL DESCRIPTION EP EP TR a JB PB - OH - - UGT - - UGP UGP/UGT - - T - - P • ■ -ED CIRCUIT BREAKER NON -FUSIBLE DISCONNECT SWITCH FUSIBLE DISCONNECT SWITCH SURFACE MOUNTED PANEL BOARD TRANSFORMER KILOWATT HOUR METER DENOTES CABLE OR CONDUIT TURNING UP IN PLAN VIEW DENOTES CABLE OR CONDUIT TURNING DOWN IN PLAN VIEW JUNCTION BOX PULL BOX TO NEC/TELCO STANDARDS OVERHEAD UTILITIES UNDERGROUND TELCO UNDERGROUND POWER UNDERGROUND POWER/TELCO TELCO POWER DENOTES REFERENCE NOTE EXOTHERMIC WELD CONNECTION MECHANICAL CONNECTION (eg LUG, C-TAP) GROUND ROD GROUND ROD WITH INSPECTION SLEEVES GROUND BAR PIN AND SLEEVE RECEPTACLE GROUND CONDUCTOR DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF TMS DRAWING ARE SUPERSEDED EY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF NORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. CONSTRUCTION 0 03/21/18 ISSUED FOR PERMIT A 02/27/18 ISSUED FOR REVIEW No. Date Revision ABBREVIATIONS Client: verizonv AFG AIC BFG C CRGB CU C/W D.T.T. EC G GE GEC GRC MTS NEC 0/H RNC SD SE SN TGB TEGB TR TVSS TYP WP U/G PPC ABOVE FINISHED GRADE AMPERE INTERRUPTING CAPACITY BELOW FINISHED GRADE CONDUIT CELL REFERENCE GROUND BAR COPPER COMPLETE WITH DRY TYPE TRANSFORMER EMPTY CONDUIT GROUND GROUNDING ELECTRODE GROUNDING ELECTRODE CONDUCTOR GALVANIZED RIGID CONDUIT MANUAL TRANSFER SWITCH NATIONAL ELECTRICAL CODE OVERHEAD RIGID NON-METALLIC CONDUIT (SCHEDULE 80 PVC) SERVICE DISCONNECT SWITCH SERVICE ENTRANCE SOLID NEUTRAL TELCO GROUND BAR TOWER EXIT GROUND BAR TRANSFORMER TRANSIENT VOLTAGE SURGE SUPPRESSOR TYPICAL WEATHERPROOF - NEMA 3R UNDERGROUND POWER PROTECTION SHELTER RECEIVED APR 0 9 2018 Community Development Implementation Team: CROWN CASTLE 1505 WESTLAKE AVE N, SUITE 800 SEATTLE, WA 98109 A&E Team: m• MORRISON HERSHFIELD 600 STEWART ST, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 www.morlison h erShIeld. com Project Info: BU# 880338 TUKWILA 12200 51ST PI. S. TUKWILA, WA 98178 Drawing Title: ELECTRICAL NOTES AND SYMBOLS Project Number. 1800386 Start Date: 02/26/18 Drafter. RR Designer. LB Project Manager: RKL Professional of Record: RL Revision No: O Sheet No: E-1 Ol NOT USED O NEW 24"x24• NEMA-3R ENCLOSURE (FIBER/SITE TECH CABINET) MOUNTED ON H-FRAME. O PROPOSED 2" PVC CONDUIT WITH (3) 1-1/4" INNERDUCTS AND TRACEABLE MULE TAPE NEMA-3R TELCO ENCLOSURE TO FIBER CABINET. ONOT USED. @ EXISTING FIBER HANDHOLE/PULLBOX. COORDINATE WITH FIBER PROVIDER FOR NEW SERVICE. O6 NOT USED. 0 NOT USED. 0NEW (3) #3/0 AWG CU. IN 3" RNC. VCOOON WIRELESS METER. FOR NEW 120/240V-10-3W, 200A O UNDERGROUND UTILITY ND SERVICE WOODPOLE. TO- t0 NEW (ILC) INTEGRATED LOAD CENTER, NEMA-3R PPC LOAD CENTER (PANEL "PP1") COMPLETE WITH AN INTEGRATED AUTOMATIC TRANSFER SWITCH, A 200A-2P UTILITY MAIN CIRCUIT BREAKER & A 200A-2P EMERGENCY MAIN CIRCUIT BREAKER. GENERAT n (3) 3/O•R (1) #6 GROUND, 2"C. PROVIDE RNC B.F.G. AND RGS A.F.G. t2 T3 NEW 2P-200A MAIN CIRCUIT BREAKER IN METER/MAIN CIRCUIT BREAKER COMBO WITH O INTERRUPTING CAPACITY=100K AIC. PROVIDE MECH. ATTACHED ENGRAVED LABEL INDICATING 'VERIZON WIRELESS METER". to NEW 120/240V-10-3w, 200A RATED METER/MAIN CIRCUIT BREAKER COMBO. PROVIDE MECH. ATTACHED ENGRAVED LABEL INDICATING "VERIZON WIRELESS METER'. t5 NEW 200A CAPACITY 240V-10 NEMA 3R METER SOCKET PER POWER CO. REQUIREMENTS. aPROPOSED (2) 4" PVC CONDUIT WITH (3) 1-1/4• INNERDUCTS AND TRACEABLE MULE TAPE FROM EXISTING FIBER HANDHOLE/PULLBOX TO NEMA-3R TELCO ENCLOSURE. INSTALL CONDUITS IN A 36" BELOW GRADE TRENCH. COORDINATE EXACT REQUIREMENTS WITH FIBER PROVIDER. aBOND TO GROUND RING W/#2 AWG SOLID TINNED COPPER. a NEWART. MIN.VERIF4FY AWGIN CUFIELD. TO (2) 5/8"X10• COPPER CLAD RODS SPACED A MINIMUM OF 6• AP t9 NOT USED. 0NEW 2" CONDUIT FOR EQUIPMENT CABINET REFER TO LOAD CENTER DIAG. SHEET E-5 0 SAW CUT CONCRETE FOR TRENCHING. RETURN TO ORIGINAL CONDITIONS. 22 NOT USED. NEW H—FRAME FOR VERIZON EQUIPMENT. aX CONTRACTOR TO ARRANGE TO PAY FOR UNDERGROUND UTILITY LOCATION SURVEYS FOR ALL TRENCHING. REUSE NATIVE BACKFILL AND REINSTATE TO ORIGINAL CONDITION. INSTALL 6" WIDE METALLIC LINE RED PLASTIC MARKER TAPE 8" ABOVE ALL BURIED CONDUIT. 25 NOT USED. 26 NEW RADIO CABINET. 27 NEW PRIMARY POWER AND BATTERY ENCLOSURE. NEW H—FRAME LIGHT (LITHONIA CAT #HFL1—LED—P1-40K—WFL—MVOLT OR EQUIVALENT). 0NEW 4 TO 6 HOUR CRANK TIME LIGHT SWITCH IN WEATHERPROOF ENCLOSURE. DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ME SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPEGIFICA REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REWEw OF THIS PROJECT.FROM X X X X X X X X X - - - -t I X x x 1 X x �AyC.E' LQ ` 1 y O{( W�tS/y, O Cl.,),•, t CI % ,I' �r/ -;! h jC+ T�4•�S� £ �Q ��� 4. SSIDNAt. V'lk X UGT UGT -5 x0 0 . UGT X GT 00 UGT >4 x 000 x ® _II�. ® UGP —UGP U�P , a. x U x I UGP —� `I `I 00 1 X CD I a CONSTRUCTION X // c� �� \� _ � r; l D, \��, \+\ N. � \ \\a. X m X D © =\\ — x X C c O O X o. 0 03/21/18 ISSUED FOR PERMIT A 02/27/18 ISSUED FOR REVIEW i / II / II No. Date Revision X t Client: �er ■ IZO =T X 4 it \ o. j x � , I O®® i \\ �n ] ] r I a X u X 4 I 1 // LL _, . / - _)_,,/ — x x Implementation Team: CROWN au,: CASTLE 1505 WESTLAKE AVE N, SUITE 800 SEATTLE, WA 98109 n \\` U m I I O 1.. X X—X X X X X X—X • A&E Team: MORRISON 600 STEWART SEATTLE, Tel: www.morrisonhershfiel Rh HERSHFIELD ST, SUITE 200 WA 98101 6.268 tlcom 24"x36" SCALE: 3/8" _ ,•_Q• IIIIIIIII_ ELECTRICAL PLAN 3 11•x17• SCALE: 3/16• _ ,•_Q" 2 1 0 2• is v • m 0 O® ®® 0 I. 0 0 Project Info: BU# 880338 TUKWILA 12200 51SF PI. S. TUKWILA, WA 98178 • — - O !, INs` 1 • R.0 I 0 Drawing Title: ELECTRICAL PLAN, NOTES AN D RISER DIAGRAM GRADE V D c y UTILITY ROUTINGNOTE; CONDUIT ROUTES AND SPECIFICATIONS FROM VERIZON WIRELESS COMPOUND TO UTILITY MEET POINT ARE PER THE REQUIREMENTS PROVIDED IN THE UTILITY COORDINATION REPORT BY , DATED -- S c -1•UGP G®-1 I c V a O®® a. Project Number. 1800386 Start Date: 02/26/18 UGP c j UG UGP � F J I.i— 9 UGP UGP UGP UGP UGP GP • 8 ii ;S^°• 'T '• Ordtter. RR0 Designer: LB UGT UGT — UGT UGT r3ro. r.:� 3.'• UGT UGT UGT UGT UGT UGT Project Manager: RKL Professional of Record: RL ©® UGT—UGT—UGT UGT UGT UGT APR 0 g 201� Community fPVPInprn 't Revision No: 0 Sheet No: E-2 ELECTRICAL REFERENCE NOTES 2 11"x17" SCALE NOT TO S(IV RISER DIAGRAM 1 APPROXIMATE LOCATION OF #2 AWG SOLID BARE TINNED GROUND RING. GROUND RING SHALL BE BURIED 30" BELOW THE FROST LINE OR 30" BELOW GRADE, WHICHEVER IS GREATER. EXACT LOCATION AND NUMBER OF GROUND RODS TO BE DETERMINED ON SITE AND BASED ON "FALL OF POTENTIAL GROUND RESISTANCE METHOD" FOR RESISTANCE < 5 OHMS. UNLESS OTHERWISE NOTED, DRIVEN GROUND RODS ARE TO BE BURIED AT 16 FEET INTERVALS. PROVIDE 3/4"x10•-0" LONG COPPER CLAD STEEL (COPPER WELD) GROUND ROD AS SHOWN. PROVIDE INSPECTION SLEEVE AT GROUND ROD TO SHOW BOND TO EXTERIOR BURIED GROUND RING (MINIMUM OF 4 INSPECTION SLEEVES/ SEE DETAIL 8/E-7). INSTALL GROUND ROD TWO (2) FEET MINIMUM AWAY FROM ANY SLAB. INSTALL SO THAT TOP OF GROUND ROD IS 30" BELOW GRADE OR FROST LINE, WHICHEVER IS DEEPER. EXACT LOCATION AND NUMBER OF GROUND RODS TO BE ESTABLISHED ON SITE AND BASED ON "FALL OF POTENTIAL GROUND RESISTANCE METHOD" FOR RESISTANCE < 5 OHMS. UNLESS OTHERWISE NOTED, DRIVEN GROUND RODS ARE BONDED TO THE BURIED GROUND RING AT 16 FEET INTERVALS. EXISTING TOWER GROUND RING. VERIFY IN FIELD. j/2 AWG STRANDED GREEN JACKET COPPER CONDUCTOR BONDING RRU TO ANTENNA GROUND BAR. {j2•AWG GROUND FROM SERVICE ENTRANCE GROUND ELECTRODE TO EXTERNAL GROUND RING. //2 AWG FROM H—FRAME TO EXTERNAL GROUND RING (TYP OF 2 PLACES). //2 AWG GROUND FROM ICE BRIDGE VERTICAL POSTS TO EXTERNAL GROUND RING (TYP). //2 AWG GROUND FROM VERTICAL FENCE POST TO EXTERNAL GROUND RING. NOT USED. NOT USED. EQUIPMENT GROUND RING AND TOWER GROUND RING SHALL BE BONDED TOGETHER IN AT LEAST TWO (2) POINTS USING A //2 AWG SOLID BARE TINNED COPPER CONDUCTOR. BOND TO EQUIPMENT CABINET ENCLOSURE USING A MANUF. APPROVED CONNECTION WITH (2) # 2 AWG SOLID BARE TINNED COPPER CONDUCTORS AND EXOTHERMICALLY WELD TO GROUND RING. REFER TO STRUCTURAL AND ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ANTENNA(S) AND ANTENNA SUPPORTS FRAME. EXTEND GROUNDING CONDUCTOR TO ANTENNA LOCATIONS AND BOND TO ANTENNA PIPE MOUNT. USE AN EXOTHERMIC WELD AT ANTENNA PIPE MOUNT. SUPPORT CONDUCTOR AS REQUIRED EVERY TWO (2) FEET MINIMUM. PROVIDE j/2 SOLID BARE TINNED COPPER CONDUCTOR FROM TEGB TO TOWER GROUND RING (TYP OF 2). PROVIDE ANTENNA CABLE GROUND BAR. BOND ANTENNA CABLE GROUNDING KITS TO GROUND BAR. CONNECTION SHALL BE THE RESPONSIBILITY OF THE ANTENNA CABLE INSTALLER. BOND GROUND BAR TO TOWER USING ONE (1) #2 AWG SOLID TINNED COPPER CONDUCTOR. PROVIDE A U.L. LISTED CONNECTOR SUITABLE FOR THE MATERIALS BEING CONNECTED. PROVIDE EXOTHERMIC WELDS FOR BONDS TO STEEL BEAM OR FRAME. THE TOWER EXIT GROUND BUS BAR (TEGB) SHALL BE INSTALLED BELOW THE TRANSMISSION LINE GROUND KITS, NEAR THE AREA OF THE TOWER AT THE POINT WHERE THE ANTENNA TRANSMISSION LINES TRANSITION FROM THE TOWER TO THE CABINETS. VERIFY EXACT LOCATION OF GROUNDING BAR FOR PROPER CONDUCTOR LENGTH. GROUNDING BAR PROVIDED BY THE ANTENNA CABLE INSTALLER. FINAL EXOTHERMIC WELD FROM THE BURIED GROUNDING RING TO GROUND BAR SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. COORDINATE WITH ANTENNA CABLE INSTALLER FOR SCHEDULE TO MAKE CONNECTION. PROVIDE 3/4" PVC SLEEVE WITH SWEEP BEND IN NEW ANTENNA BASE INSTALLATIONS FOR CONNECTION OF TEGB TO TOWER GROUND RING. 18 EXTEND GROUNDING CONDUCTORS TO REMAINING SECTOR ANTENNA PIPE MOUNT LOCATIONS AND BOND WITH EXOTHERMIC WELDS TO ANTENNA PIPE MOUNT. SUPPORT CONDUCTOR AS REOUIRED EVERY TWO FEET MINIMUM. 7,THE TOWER STRUCTURE STEEL SHALL BE UTILIZED FOR DISSIPATING THE LIGHTNING ENERGY. THE TOWER GROUND BARS FOR ANTENNA GROUNDING SHALL BE DIRECTLY FASTENED TO THE STEEL STRUCTURE WITH STAINLESS STEEL HARDWARE &/OR ANGLE ADAPTORS (E.G. PIROD/VALMONT PART #167105 OR EQUIV. — W/O "CHERRY" INSULATORS. THIS TYPE OF INSTALLATION SPECIFICALLY PRECLUDES THE USE OF INSULATORS BETWEEN THE TOWER STRUCTURE & THE GROUND BARS & DOES NOT ALLOW ANY DRILLING OF WELDING TO THE TOWER. NOTE' NO SOILS RESISTIVITY TESTING WAS PROVIDED AT THE TIME OF THIS DESIGN. WAVEGUIDE BRIDGE X - X -.- AV -- A -M -ff A Vi-f AVAW AVAVA --0A 4- - TYP X X X X X GROUND OD WITH INSPECTIO WELL TYP NOTES: TYPICAL GROUNDING PLAN FOR (2) VERIZON WIRELESS CABINETS, (1) H—FRAME AND (2) ANTENNA/SECTOR MOUNT, REFER TO ARCHITECTURAL PAGES FOR LAYOUT. RECEIVED APR 09 2018 Community Development DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS MO ADVISE CONSULTANTS OF MY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS MD SPECIFICATIONS REMAIN THE PROPERTY OF MORWSON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. CONSTRUCTION 0 03/21/16 ISSUED FOR PERMIT A 02/27/18 ISSUED FOR REVIEW No. Dote Revision Client: verizonv Implementation Team: CROWN a:CASTLE 1505 WESTIAKE AVE N, SUITE 800 SEATTLE, WA 98109 A&E Team: rm MORRISON HERSHFIELD 600 STEWART ST, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 www.monisonhershfield.com Project Info: BU# 880338 TUKWILA 12200 51ST PI. S. TUKWILA WA 98178 Drawing Title: GROUNDING PLAN AND NOTES Project Number. 1800386 Start Dote: 02/26/18 Drafter. RR Designer. LB Project Manager. RKL Professional of Record: RL Revision No: O Sheet No: 24'%36" SCALE NOT TO SCALE 11"x17' SCALE: NOT TO SCALE GROUNDING NOTES 2 24'x36" SCALE: NOT TO SCALE 11'%17" SCALE NOT TO SCALE GROUNDING PLAN 1 E-3 NOT USED 5 POWER CABINET PANEL SCHEDULE (PANEL PP-1 BUS VA LOAD WIRE GND COND AMPS BUS A B AMPS COND GND WIRE LOAD BUS VA A B A B 2792 ANDREW PDU/BATT CABINET RECTIFIERS •• #6 #8 2" 40 60 1" #10 #6 SURGE ARRESTOR _ 0 1 3 • 2 • 4 2 2792 ANDREW PDU/BAIT CABINET RECTIFIERS •• #6 /j8 2" 40 5 7 • 6 • 8 20 1/2" #12 #12 TELCO GFI RECEPTACLE 180 2 2792 ANDREW PDU/BATT CABINET RECTIFIERS •• j/6 /j8 2" 40 9 11 13 • —•- 10 12 14 20 1/2" j/12 #12 EXTERIOR LIGHT 332 2792 - - - - SPACE - • 2792 ANDREW PDU/BAIT CABINET RECTIFIERS •• (j6 (/8 2" 40 - - - - SPACE 2 2792 15 17 • • 16 18 - - - - SPACE - SPACE - - - - - - - - SPACE 19 21 -♦— 20 22 • 24 26 - SPACE - - - - —♦ - - - - SPACE - 180 RECEPTACLE INSIDE PDU CABINET •• j)10 #10 2" 20 - - - - SPACE • 1 180 RECEPTACLE INSIDE BATTERY CABINET •• (j10 #10 2" 20 23 25 - - - - SPACE - S 27 —•- 28 SPACE - - - - - - - - SPACE - SPACE - - - - - - - - SPACE 29 31 33 • • —•- 30 32 34 SPACE - - - - - - - - SPACE - SPACE - - - - - - - - SPACE - SPACE - - - - 35 37 -•--- 39 41 • 36 38 40 42 - - - - SPACE - - S - SPACE - - - - —•- - - - - SPACE - - - SPACE - - - - SPACE TOTAL VA. BUS A 11860 BUS B 11528 CONNECTED VA:23388 AMPERES: BUS - A 99 - - BUS B - 96 TOTAL 97 RATED VOLTAGE: 0 120/208 • 120/240 0 277/480 1 PHASE, 3 WIRE BRANCH POLES 0 12 0 18 ❑ 20 ❑ 24 ❑ 30 ❑ 36 • 42 RATED AMPS: 0 100 • 200 0 400 CABINET: SURFACE 0 FLUSH FULL NEUTRAL BUS GROUND BUS HINGED DOOR • KEYED DOOR LATCH ENCLOSURE TYPE NEMA-3R BRANCH DEVICES 0 FUSED • CIRCUIT BREAKER 0 MAIN LUGS ONLY MAIN 200A • BREAKER 0 FUSED SWITCH ALL BREAKERS MUST BE RATED TO INTERRUPT A SHORT CIRCUIT CURRENT OF MINIMUM 42,000 AMPS SYMMETRICAL. ACCEPTABLE MANUFACTURER/MODEL: INTERSECT MODEL: D300L NOTES' PANEL PP-1 IS INCORPORATED INTO THE INTEGRATED LOAD CENTER (ILC). ALL BREAKER POSITIONS TO BE POPULATED AS SHOWN ABOVE INCLUSIVE CIRCUIT BREAKERS INTENDED FOR OPTIONAL EOUIPMENT. (••) CIRCUITS ROUTED INSIDE SAME CONDUIT ALL UNUSED BREAKERS TO BE LABELED "SPARE" DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERM ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAw1NO ARE SUPERSEDED 88 THE LATEST REVISION. ALL DRAWINGS AND SPECIFICAPDNS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. CONSTRUCTION 0 03/21/18 ISSUED FOR PERMIT A 02/27/18 ISSUED FOR REVIEW No. Date Revision Client: verizonv NOT USED 4 24"x36" SCALE NOT TO SCALE 11"x17" SCALE: NOT TO SCALE PANEL SCHEDULE 3 EXOTHERMIC WELD FINISHED GRADE WAVE GUIDE POST BONDING CONDUCTOR TO EQUIPMENT PAD GROUND RING WAVE GUIDE POST FULL THREADED ROD CABLE SUPPORT WAVE GUIDE MOUNTED GROUND BAR PLATE. SUSPEND BELOW LOWEST ROW OF ANTENNA CABLES. LOCATE WITHIN 2'-0" OF CLOSEST ICE BRIDGING POST TO ANTENNA CABLE COVER ASSEMBLY ELEVATION A ANTENNA CABLE (ACTUAL NUMBER AS REQUIRED) GROUNDING CABLE (TYP EACH ANTENNA CABLE) #2 AWG BARE TINNED SOLID COPPER PIGTAIL ROUTE PIGTAIL SUCH AS TO AVOID 90' BENDS BETWEEN GROUND BAR PLATE AND WAVE GUIDE POST DRILL WAVE GUIDE GRATING IF REQUIRED TO ALLOW INSTALLATION OF STAINLESS STEEL THREADED ROD WAVE GUIDE GRATING 1/4' STAINLESS STEEL THREADED ROD (TYPICAL EACH END OF GROUND BAR PLATE) ANTENNA CABLE GROUNDING CABLE WAVE GUIDE MOUNTED COPPER GROUND BAR PLATE NUT AND LOCK WASHER COMBINATION (TYPICAL) FENDER WASHER TYP SECTION A —A NOTE: SEE SHEET C-3 FOR CONSTRUCTION SPECIFICATIONS FOR WAVEGUIDE SUPPORT LED SECURITY UGHT (LITHONIA CAT fHFL1-LED-P1-40K-WFL-MVOLT OR EQUIVALENT) (TYP) METER/MAIN CIRCUIT BREAKER COMBO GENERATOR PLUG 1--- CONDUIT(S) ROUTED TO EOUIPMENT (TYP) T.O. CONC (ILC) INTEGRATED LOAD CENTER 0 24"x24" PULL BOX GRADE 4 TO 6 HOUR CRANK TIMER IN WATERPROOF CASE COAWG R CONDUCTOOTOR GROUND RING (TYP) S 2" CONDUIT #4 GEC 3" CONDUIT FROM UTILITY TRANSFORMER NEW Q2 AWG SOLID TINNED COPPER GROUND RING •I / - 2" CONDU T TO RADIO CABINET (2) 4" CONDUITS FROM EXISTING HANDHOLE/PULLBOX 7 tl E r� R� �ay APR 09 2018 Community Development Implementation Team: aCROWN l; CASTLE 1505 WESTLAKE AVE N, SUITE 800 SEATTLE, WA 98109 A&E Team: MORRISON HERSHFIELD 600 STEWART ST, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 www.morrisonhershfield.com Project Info: BU# 880338 TUKWILA 12200 51ST PI. S. TUKWILA. WA 98178 Drawing Title: ELECTRICAL, GROUNDING DETAILS & PANEL SCHEDULE Project Number. 1800386 Start Date: 02/26/18 Drafter. RR Designer. LB Project Manager. RKL Professional of Record: RL Revision No: Sheet No: WAVEGUIDE MOUNTED GROUND BAR PLATE INSTALLATION 2 ELECTRICAL EQUIPMENT ELEVATION 1 0 E-4 REAR OF CABINET TYP #2 TINNED SOLID COPPER WIRE 50' MAX CONNECT TO #2 GROUND TYP O 0 0 0 0 0 0 0 0 0 0 0 0 0 NOTES' 1. CONTRACTOR SHALL CONFIRM LIGHTNING PROTECTION LAYOUT WITH VERIZON WIRELESS PROJECT MANAGER PRIOR TO INSTALLATION 2. ALL ANTENNA CABINETS ARE UL LISTED 1950 INFORMATION TECHNOLOGY EQUIPMENT. ACCESSORY #9784 3. ALL GROUNDING CONNECTIONS WITHIN THE EQUIPMENT CABINETS SHALL BE PER THE GUIDELINES OF THE MANUFACTURER'S SPECIFICATIONS. PROVIDE GROUND BAR OR BOND CABINETS DIRECTLY TO GROUND RING EXTEND TO GROUND RING W/ A {12 AWG SOLID BARE TINNED COPPER CONDUCTOR (TYP) (6) 1.5" TRADE SIZE KNOCKOUTS REAR ENCLOSURE WALL (8) .75" TRADE SIZE KNOCKOUTS REAR ENCLOSURE WALL ACC 1175F2 (OPTIONAL) SUB —FEED LUGS 200 AMP MAX NEUTRAL BONDING JUMPER (SHIPPED DISCONNECTED) 200 AMP. 1 PHASE/3 WIRE GENERATOR INPUT RECEPTACLE EMERGENCY SOURCE W/ CUSTOMER PROVIDED FEMALE PLUG ACCESSORY 37P — APPLETON PN AR30044—RS 4 WIRE/4 POLE CASE GROUND REVERSE SERVICE CONNECT CLAMP STYLE COVER POWER DISTRIBUTION BLOCK NEUTRAL BUSS TERMINATION ASSEMBLY ASCO D300 SERIES AUTOMATIC TRANSFER SWITCH 200 AMP 8.6 INCHES WIRE BENDING SPACE SUITABLE FOR UP TO (1) 250 MCM CONDUCTOR PER PHASE NOTE: GENERATOR PLUG TO BE LOCATED FRONT EXTERIOR DOOR AND REMOTELY CONSULT/MFR TO PROVIDE TOP COMPARTMENT SWING J—BOX SO AS NOT TO VIOLATE UL LABEL PANEL REMOVED (1) 3.0" TRADE SIZE KNOCKOUT 3.63" ACTUAL DIA. IN REAR OF ENCLOSURE PANELBOARD (SOUARE—D), NO 200 AMP MAX. 30 SPACES BRANCH CIRCUIT GROUND TERMINALS TRANSFER SWITCH CONTROLLER NORMAL SOURCE TRANSIENT VOLTAGE SURGE SUPPRESSOR (TVSS) ASCO 458 SERIES (6 MODE) ACCESSORY 73VB1 EMERGENCY SOURCE TRANSIENT VOLTAGE SURGE SUPPRESSOR (TVSS) ASCO 458 SERIES (6 MODE) NORMAL SOURCE "UTILITY" MAIN DISCONNECT CIRCUIT BREAKER 200A (SOUARE-0), JGL26200C EMERGENCY SOURCE #2 "PERMANENT" GENERATOR" CIRCUIT BREAKER 200A (SOUARE—D), JDL26200C EMERGENCY SOURCE #1 "PORTABLE" GENERATOR" CIRCUIT BREAKER 200A (SOUARE—D). JDL26200C DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY NJ. DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARNTIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS SSUES OF THIS DRAWING ARE SUPERSEDED 9Y THE LATEST REVISION. AU. DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PRONDING CONSTRUCTION REVIEW OF THIS PROJECT. CONSTRUCTION 0 03/21/18 ISSUED FOR PERMIT A 02/27/18 ISSUED FOR REVIEW No. Dote Revision Client: verizoni 24"x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE ELECTRICAL LPS DETAIL 4 24"x36" SCALE NOT TO SCALE POWER TRANSFER INTEGRATED LOAD CENTER DETAIL 11"x17" SCALE NOT TO SCALE 3 ANTENNA COAX JUMPER RADIO <,CABINET #2 AWG TINNED SOLID COPPER EXOTHERMICALLY WELDED TO GROUND RING ANTENNA COAX CABLES GPS ANTENNA WAVEGUIDE BRIDGE ANTENNA COAXIAL GROUNDS ANTENNA COAXIAL GROUND BAR Q2 AWG TINNED SOLID COPPER IN 3/4" PVC EXOTHERMICALLY WELDED TO GROUND RING #2 AWG TINNED SOLID COPPER EXOTHERMICALLY WELDED TO GROUND RING RECEIVED APR 09 2018 Community Development Implementation Team: a:CROWN CASTLE 1505 WESTLAKE AVE N, SUITE 800 SEATTLE, WA 98109 A&E Team: in H MORRISON HERSHFIELD 600 STEWART ST, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 www.morrisonhershfield.com Project Info: BU# 880338 TUKWILA 12200 51 ST P1. S. TUKWILA. WA 98178 Drawing Title: ELECTRICAL & GROUNDING DETAILS Project Number. 1800386 Start Dote: 02/26/18 Drafter. RR Designer. LB Project Manager. RKL Professional of Record: RL Revision No: O Sheet No: E-5 24"x38" SCALE: NOT TO SCALE 11"e17" SCALE: NOT TO SCALE WAVEGUIDE BRIDGE 2 24"x36" SCALE: NOT TO SCALE 11"e17" CrAIF. NOT TO SCALE GROUND BAR DETAIL 1 TYPE TA TYPE VN TYPE NC. TYPE SS TYPE W TYPE Vg TYPE VR TYPE PT TYPE GT 4. Nr:ral TYPE GY TYPE GR TYPE GI FINISH GRADE TOP OF GRAVEL 30" DEEP INSPECTION WELL OR EQUIVALENT UUU `III-111—III—I DDTD ,a Da —III —I I —I 1= vim 11-111-1 11— 000a 00� Npoo 11-1 I I-1 I �— oO00000 0000- I �_ '�-111=111 0o O o0 0 -III= 3/4" CRUSHED STONE OR 000� ogoo ?o I EQUAL FILL TEST WELL TO 0 II1WITHIN 8" OF TOP EXOTHERMIC WELDED CONNECTION (TYPE-GT) #2 AWG SOUD TINNED BARE COPPER WIRE EXOTHERMIC WELD CONNECTION TO GROUND ROD 3/4"x10' COPPER CLAD GROUND ROD CADWELD CONNECTION (TYPE -PT) q//////////////l/p lTllttttt /////#1 MAIN CONDUCTOR, CALDWELD TYPE "GT" COPPER CABLE J//////r' CADWELD TYPE 'TA' 3/4'x10' COPPER CLAD STEEL GROUND ROD DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. CONSTRUCTION 24"x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE CADWELD GRND CONNECTION DETAIL 9 24"x36" SCALE: NOT TO SCALE GRND ROD WITH ACCESS AREA 11"x17" SCALE: NOT TO SCALE 8 24"x36" SCALE: NOT TO SCALE 11"x17' SCALE: NOT TO SCALE GROUND RING BOND 7 NOTE: COAT ALL MECHANICAL CONNECTIONS WITH 'NOOX' OR APPROVED EQUAL 0 NEW COAXIAL GROUND KITS W/ LONG BARREL ...„.........„.........„,....,.....- COMPRESSION DOUBLE LUGS, ATTACH TO GROUND BAR & INSTALL BY ANTENNA CONTRACTOR (CADWELD TYPE-GL) NEW 4"x24"x1/4" THK COPPER GROUND r / BAR, INSTALLED BY GENERAL CONTRACTOR 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 EXOTHERMIC WELD (TYP) #2 AWG SOLID BARE TINNED COPPER GROUND WIRE 9 Q TO ANTENNAS COAX JUMPER (TYP) CONNECTOR WEATHERPROOFING KIT (TYP) SEE NOTE 2 ANTENNA CABLE TO BTS EOUIPMENT (TYP) WEATHERPROOFING KIT (TYP) GROUND KIT (TYP) #6 AWG ISOLATE FROM TOWER HALO W/ Q2 TO LOWER TOWER BUS BAR COPPER ANTENNA GROUND BAR, WITH INSULATORS. TO GROUND RING NOTES• DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT. COLD SHRINK SHALL NOT BE USED. N 0 ANTENNA CABLE WEATHERPROOFING KIT (SEE NOTE 3) CABLE GROUND KIT (TYPICALLY) 12" TO 24' 120" MAX. CABLE CONNECTOR #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR). SEE NOTE 1 & 2 NOTFS; 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. 0 03/21/18 ISSUED FOR PERMIT A 02/27/18 ISSUED FOR REVIEW No. Date Revision Client: verizoW Implementation Team: a,:sr CROWN CASTLE 1505 WESTLAKE AVE N, SURE 800 SEATTLE, WA 98109 24"x36' SCALE: NOT TO SCALE 11"x17" SCALE NOT TO SCALE GROUND BAR DETAIL 6 24"x36" SCALE NOT TO SCALE 11'x17" SCALE: NOT TO SCALE GRND CABLE CONNECTION 5 24"x36" SCALE: NOT TO SCALE 11"x17' SCALE: NOT TO SCALE COAX CABLE GROUNDING 4 FINISHED GRADE, OR GROUND COVER MATCH SLOPE AND THICKNESS OF EXISTING TYP CAUTIONARY TAPE COMPACTED BACKFILL W/ SATISFACTORY NATIVE OR IMPORTED SOIL TELEPHONE CONDUITS COMPACTED SAND ELECTRICAL CONDUITS COMPACTED SAND BED GRADE -I I j—I 1 I —I 11-111-111 111 EXOTHERMIC WELD NOTFC• 1. GROUND LINE TO BE A MIN. OF 30" OR BELOW FROST LINE, WHICHEVER IS DEEPER. 2. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED 45 DEGREES FROM THE VERTICAL. RING GROUND 2 AWG BCW SOUD, TINNED GROUND ROD COPPER CLAD STEEL ROD WITH MINIMUM 3/4"x10'-0" RECITED APR 0 9 2018 Community Development A&E Team: m� MORRISON HERSHFIELD 600 STEWART ST, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 www.morrisonhershfield.com Project Info: BU# 880338 TUKWILA 12200 51 ST PI. S. TUKWILA, WA 98178 Drawing Title: ELECTRICAL & GROUNDING DETAILS Project Number. 1800386 Start Dote: 02/26/18 Drafter. RR Designer. LB Project Manager. RKL Professional of Record: RL Revision No: O Sheet No: E-6 24"x36' SCALE NOT TO SCALE 11'x17' Cr-AT F. NOT TO SCALE NOT USED 3 24-x36" SCALE: NOT TO SCALE 11"x17" SCALE NOT TO 4r1TF POWER/TELCO TRENCH 2 24"x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE GROUND ROD 1