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HomeMy WebLinkAboutPermit PL18-0018 - VERIZON WIRELESS MODIFICATION ADDITIONS - WIRELESS FACILITYVERIZON WIRELESS MODIFICATION ADDITIONS 0005800029 PARENT FILE PL18-0018 THIS FILE L18-0024 WIRELESS FACILITY/TYPE 1 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director April 23, 2018 NOTICE OF DECISION TO: Andi Spencer, Applicant Global Tower Assets, Owner King County Assessor, Accounting Division Washington State Fish and Wildlife This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. Project File Number: Applicant: I. PROJECT INFORMATION L18-0024, PL18-0018 Andi Spencer, Crown Castle (OBO Verizon) Type of Permit Applied for: Type 1 Wireless Facilities Permit Project Description: The applicant is proposing modifying the existing wireless facility located on a tower at 15700 Nelson Place. Approval of a Type 1 Wireless Telecommunications Facilities Permit to install six (6) new panel antennas, one (1) 2' MW Dish Antenna, nine (9) RRU's, two (2) Hybrid cables, one (1) MW feeder and two (2) junction boxes on a monopole tower. They also plan on installing three equipment cabinets and an H-frame within the existing fenced area. There will be no change to the overall height of the facility, and all work will be performed wholly within the existing premises and utility easements. 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. Location: Parcel # 0005800027-located at 15700 Nelson Place, Tukwila WA 98188. Associated Files: PL18-0018 Comprehensive Plan Tukwila Urban Center -Transit Oriented Development (TUC-TOD) Designation/Zoning District: 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 that application with the following condition: 1. All wireless tellecommunciation facilities are required to obtain a business licence when operating a cell tower within the city limits. Please contact Cindy Wilkins in Tukwila's finance departments at 206.431.3680to obtain a business licesnce Also, please note that it appears that Osprey are actively nesting or building nests in the tower. The applicant shall obtain any required permit or permission from Washington Department of Fish and Wildlife and US Fish and Wildlife services prior to performing any work on this tower. 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 In order to appeal the Community Development Director decision on the Permit Application, a written notice of appeal must be filed with the Department of Community Development within 14 days of the issuance of this Decision. The requirements for such appeals are set forth in Tukwila Municipal Code ch. 18.116. All appeal materials shall be submitted to the Department of Community Development. Appeal materials MUST include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing parry's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision, including any specific challenge to an MDNS. Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov 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. 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 206-431-3682 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. Depa n o Community Development City of ukwila 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: VERIZON WIRELESS Project Number: PL18-0018 Associated File Number(s): L18-0024 Date Mailed: 4/27/18 Mailing requested by: MINNIE DHALIWAL Mailer's signature: ❑ Board of Adjustment Agenda Packet ❑ Notice of Application for ❑ Board of Appeals Agenda Packet Shoreline Mgmt Permit ❑ Determination of Non -Significance ® Notice of Decision ❑ Determination of Significance & Scoping Notice ❑ Mitigated Determination of Non - Significance ❑ Notice of Action ❑ Notice of Application Parties of Record: ANDI SPENCER - APPLICANT GLOBAL TOWER ASSETS - OWNER KC ASSESSOR WA FISH & WILDLIFE ❑ Notice of Public Hearing ❑ Notice of Public Meeting ❑ Official Notice ❑ Other: ❑ Shoreline Mgmt Permit ❑ Short Subdivision Agenda City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director Staff Report PREPARED April 23'd, 2018 NOTIFICATION: Notification is not required for a Type 1 land use application. FILE NUMBER: L18-0024, PL18-0018 APPLICANT: Andi Spencer, Crown Castle OBO Verizon PROPERTY OWNER: Global Tower Assets LLC REQUEST: Approval of a Type 1 Wireless Telecommunications Facilities Permit to install six (6) new panel antennas, one (1) 2' MW Dish Antenna, nine (9) RRU's, two (2) Hybrid cables, one (1) MW feeder and two (2) junction boxes on a monopole tower located at 15700 Nelson Place, Tukwila WA 98188. They also plan on installing three equipment cabinets and an H-frame within the existing fenced area. All new and replacement equipment will be attached to existing antenna mounts and no increase to the height or footprint of the existing facility shall result from the proposed modification. LOCATION: Parcel # 0005800027-located at 15700 Nelson Place, Tukwila WA 98188. 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 permit is not required for scope of work stated on the submitted plans. SEPA DETERMINATION: Exempt COMPREHENSIVE PLAN DESIGNATION: Tukwila Urban Center -Transit Oriented Development (TUC-TOD) ZONE DESIGNATION: Tukwila Urban Center -Transit Oriented Development (TUC-TOD) STAFF: Jonathan Joseph, Planning Intern ATTACHMENTS: Project Plans for Permit L18-0024 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 facility located on a tower at 15700 Nelson Place. Approval of a Type 1 Wireless Telecommunications Facilities Permit to install six (6) new panel antennas, one (1) 2' MW Dish Antenna, nine (9) RRU's, two (2) Hybrid cables, one (1) MW feeder and two (2) junction boxes on a monopole tower. They also plan on installing three equipment cabinets and an H-frame within the existing fenced area. There will be no change to the overall height of the facility, and all work will be performed wholly within the existing premises and utility easements. 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. Existing Development This telecommunications facility is preexisting. Surrounding Land Uses The property is zoned within the Tukwila Urban Center -Transit Oriented Development (TUC-TOD). Surrounding parcels are also zoned within the TUC-TOD zone as well. 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 Wireless Communication Facility (WCF) within the City of Tukwila. In 2016 the city adopted amendments to this ordinance in compliance with the Federal Spectrum Act. The WCF being modified is preexisting. The WCF being modified was originally approved by the City in 1999 (L99-0058) through a conditional use permit. In 2002, the WCF was approved for modifications (L02-002) through a conditional use permit, and in 2012 (L12- 007) through a Type 1 Wireless facilities permit. Phone: 206-433-1800 • Email: Mayor@TukwitaWA.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 cif Fern* IReq;ulted, Based one Type dfi Wfinelless C0101111urilicaliion FacilityZoning( 9 T¶peg.afficIIIty Residential CoCcialniercle .lradusliial Adding) antennas 1D an 19*(41 bararar or any Ficilo Type 9WJ' Type W Typ®1 J' Ebgiblefatili5es rmaf ialiom. Type 11 Type 11 Type 1 Utility ipcile,oa?locatiam Tye 2' Tye 2' Tspe;2 'Gcrtae24111d burl .lathed " T . 2 I Type 2+4J , Tiye: NionK:oriceeled, buildingi attached Type 20 Type 2: Type 1 r ftawez or heiipt adjusbnantt raft Tyne 30J Type '3 Type 3 (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 TMCSection 18.58.150. The applicant is requesting to replace 2 (two) antennas with 2 (two) new antennas and the addition of 1(one) FRIJ, 1 (one) FHFB and 8 (eight) diplexers on the existing monopole tower. There will be no (0/zero) additional equipment cabinets. This decision does not require the use of any new facilities for removal of existing equipment and placement of new equipment. Design Standards The City provides 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. Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov Page 4 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 No new generator is proposed. 2.Business License Requirement x A business license has not been issued at this time. 3.Only safety signage must be placed on the WCF. X 4. Accommodations for parking for maintenance personal must be provided. X 5. Towers shall either maintain a galvanized steel finish or be painted a neutral color so as to reduce its visual obtrusiveness. X 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 Replacement antennas and other equipment will be painted to match the existing equipment. 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 10. Each service provider shall be limited to an equipment enclosure of 360 square feet. X Existing equipment will be contained within the existing concrete pad. No expansion of the existing equipment is proposed. Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov Page 5 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 2. Antenna shall be pained to match the color scheme of the tower x 3. No limit on the number of antennas the may be located at an existing tower x 4. Feed lines 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 installing antennas to an existing tower x Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov Page 6 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. 6. There is no business Iicesnse for Verizon at this location. A business license is required prior to issuance of the building permit for this proposal. RECOMMENDATIONS The recommendation to the Director of Community Development is to approve this application for a Type 1 Wireless Telecommunications Facility permit as applied for Technology Associated for Verizon with the following condition: 1. All wireless tellecommunciation facilities are required to obtain a business licence when operating a cell tower within the city limits. Please contact Cindy Wilkins in Tukwila's finance departments at 206.431.3680to obtain a business licesnce INFORMATIONAL ITEMS A City of Tukwila electrical permit is required for service alteration. 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. Also, address the following items as part of the building permit process: 1. If osprey are actively nesting or building nests in the tower, the applicant shall obtain any required permit or permission from Washington Department of Fish and Wildlife and US Fish and Wildlife services prior to performing any work on this tower. Phone: 206-433-1800 • Email: Mayor@TukwitaWA.gov • Website: TukwilaWA.gov • ROF TIUI(\NILO CITY MAR 0 9 2018 CITY OF TUKWILA Mrr CENT°WIRELESS TELE- Department of Community Definent 6300 Southcenter Boulevard, Tukwila, WA 98188 COMMUNICATION Telephone: (206) 431-3670 FACILITIES APPLICATION ', FOR'STAF, F USE.ONL•Yi Permits Plus;Type: ; P=WIRE. Planner: File Number: L. 1(— �) c'%i� Application Complete Date: Project File Number: -Pb LA- _-0 V i �C Application Incomplete Date: Other File Numbers: NAME OF PROJECT/DEVELOPMENT: 856360 Modification & Additions BRIEF DESCRIPTION OF PROJECT: Wireless Modification & upgrades CIRCLE TYPE - 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. 15700 Nelson PI, Tukwila, WA 98188 LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). APN: 005800027 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: Andi Spencer, Crown Castle, on behalf of Vere7;er — Address: 1505 Westlake Ave N, ste 800; Seattle, WA 98109 Phone: 206-336-2867 FAX: E-mail: Andi.Spencer@crowncastle.com Signature: At64 5'Gc-P4L. CA-6'4" C Date: t 8.i[ZOtB� \\deptstore\City Common \Teri\Kirby\July 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 RECEIVED C6ry of TLKw1LA MAR 0 9.2018 AFFIDAVIT OF OWNERSHIP AND HOLD HARMI MIT CENTER PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON COUNTY OF KING The undersigned being duly swom and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at 15700 Nelson Place, Tukwila, WA 98188 for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. Non -responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. ss EXECUTED at Woburn (city), MA (state), on June, 20 17 Global Tower Assets, LLC By: Margaret Robinson, Senior Counsel (Print Name) 10 Presidential Way, Woburn, MA 01801 (Address) 781-926-4500 (Phone Nlrrlber (Signatur On this day personally appeared before me ..M ct ce ,-. Rc)p to me known to be the individual who executed the foregoing instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN TO BEFORE ME ON THIS a DAY OF KIMBERLY A SMITH Notary Public COMMONWEALTH OF MASSACHUSETTS My Commission Expires December 7, 2023 ,20 17 NOT PUBLIC in and for the State of Wasliingten ,two residing at In afs;t om`:ati ttictl ��re\ AAA My Commission expires on +ai-►iaaa3 1\deptstore\City Common\TeriVCvby\iuly 28 2015\Wireless Communication Facility 06-04-15.doc, VERIZON SLIM DESIGN FIRST TIME INSTALL CITY o� Eo ver zonv KWIL4 AR p 9 2 0l8 LVERIZON ID: LONGACRES WAY PER'� CEArr CROWN CASTLE PROJECT NAME: S O U T H C E N T E R �Fi CROWN CASTLE BU #: 856360 PROJECT LOCATION: 15700 NELSON PL. TUKWILA, WA 98055 APPLICATION #: 407028 D0 NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR wont -Knows 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 NS REMAIN THE PROPERTY RI MORRISON HERSHFlELD CORPORATION. NEITHER TY OF MO HERSHFlELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. 8259 REGISTERED ARCHITECT ROBERT EERY LA STATE F WASHINGTON 17.12.BERT8:04R44L0�5'00' LICENSED ARCHITECT STATE OF WASHINGTON 8259 CONSTRUCTION 0 12/11/17 ISSUED FOR PERMIT VICINITY MAP PROJECT INFORMATION SCOPE OF WORK A 10/30/17 ISSUED FOR REVIEW No. Date Revision SW Grady Way ;Tali "M+ C "Stall industrial Crating 1'p'a Ity,u &Packing � 0 9` �6 Hapton Intl Seattle/Soutticerlter © iI,3305 �� '/_ tfi s 156th St ` — CI Rainier Rubber America ITCentef a1�1 0 to f181) O- . 7 Bayview Q Lirnauslne Service Central Welding Supply PROJECT SITE Longacres WaY .1 C.0 . N JURISDICTION: TUKWILA PROPERTY OWNER CONTACT.THE VERIZON WIRELESS PROPOSES TO INSTALL AN UNMANNED TELECOMMUNICATIONS FACILITY CONSISTING OF INSTALLATION OF (6) NEW PANEL ANTENNAS, (1) 2'0 MW DISH ANTENNA, (9) RRU'S, (2) HYBRID CABLES. (1) MW FEEDER AND (2) JUNCTION BOXES ON A PROPOSED ANTENNA PLATFORM. ALSO PROPOSED IS THE INSTALLATIOOF (3) EQUIPMENT CABINETS AND H—FRAME WITHIN AN EXISTING FENCED COMPOUND AREA. Client:JftlCfUfbBn verizon GLOBAL TOWER ASSETS LLC ZONING CLASS: C 601 POYDRAS ST#2660 OCCUPANCY GROUP: UTILITY NEW ORLUNS, LA 70130 CONSTRUCTION TYPE: CO —LOCATE TAX PARCEL ID: 000580-0027 PARCEL SIZE: 0.64 ACRES TOWER OPERATOR. LATITUDE: 47 27' 40.70" CROWN CASTLE USA (47.46138889) 1505 WESTLAKE AVE N, SUITE 800 LONGITUDE: —122' 14' 32.70` SEATTLE, WA 98109 (-122.24250000)SHEET OF STRUCTURE HEIGHT: 115•-0" (TOP OF MONOPOLE) LEASE AREA: 80 S.F. WITHIN AN EXISTING COMPOUND VERIZON CONTACT LIST 0 F DRAWINGS DESCRIPTION Implementation Teom: CROWN J.:CASTLE 1505 WESTLAKE AVE N, SUITE 800 SEATTLE. WA 98109 T-1 COVER SHEET T-2 GENERAL NOTES AND SYMBOLS A-1 SITE PLAN A-1.1 COMPOUND AND EQUIPMENT PLANS A-2 ELEVATIONS A-3 CONSTRUCTION DETAILS A-4 CONSTRUCTION DETAILS RF-1 ANTENNA CONFIGURATION RF-2 PLUMBING DIAGRAM E-1 ELECTRICAL NOTES AND SYMBOLS E-2 ELECTRICAL SITE PUN E-3 ELECTRICAL PLAN, NOTES, AND RISER DIAGRAM E-4 GROUNDING PLAN AND NOTES E-5 ELECTRICAL GROUNDING DETAILS & PANEL SCHEDULE E—ELECTRICAL & GROUNDING DETAILS E-7 ELECTRICAL & GROUNDING DETAILS TERESA BEARD VERIZON WIRELESS 160TH AVE SE BELLEVUE, WA 98008 teresa.beardOverizonwireless.com LEGAL DESCRIPTION A&E Team: MORRISON 600 STEWTSEATTLE, vnvw.momsonhelshfieldcom ■ n HERSHFlELD RT ST, W 9UITEA 81O12a0 l:20668.730 MEADER HENRY D—C #46 LOT 1 OF CITY OF TUKWILA SHORT PUT NO 91-10—SS RECORDING NO 9211101678 SAID SHORT PUT DAF — POR OF HENRY MEADER D C NO 46 IN SECTION 24-23-04 DAF — BEG SW CORNER OF SECTION 24 TH S 87-48-34 E 1110.138 FT TO MONUMENTED C/L OF STATE ROAD 2—M WEST VALLEY ROAD TH N 07-42-44 W 587.30 FT TH N 87-08-00 E ALG C/L OF S 158TH ST 519.25 FT TO ELY MARGIN OF PUGET SOUND POWER & LIGHT CO R/W TH N 01-21-41 W 18.08 FT TO POB TH N 87-15-22 E ALG NLY MGN OF S 158TH ST 127.95 FT TO WLY MGN OF CHICAGO — MILWAUKEE & ST PAUL RR R/W TH N 03-34-46 E 273.59 FT TH S 87-15-22 W 152.17 FT TO PUGET SOUND POWER & LIGHT CO R/W TH SLY ALG ELY MGN OF SAID R/W 272 FT MORE OR LESS TO POB Project Info: BU# 856360 SOUTHCENTER 15700 NELSON PL TUKWILA, WA 98055 CONTACTS CODE COMPLIANCE Drawing Title: COVER SHEET CONSTRUCTION MANAGER; APPLICANT CONTACT' A&E 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. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: WASHINGTON STATE AND LOCAL BUILDING CODES WITH THE FOLLOWING REFERENCE CODE: 2015 INTERNATIONAL BUILDING CODE (IBC) 2015 INTERNATIONAL MECHANICAL CODE (IMC) 2015 INTERNATIONAL FIRE CODE (IFC) 2017 NATIONAL ELECTRIC CODE (NFPA 70) PAUL LONG ANDI SPENCER ROY LORETE CROWN CASTLE USA CROWN CASTLE USA MORRISON HERSHFlELD CORP 1505 WESTLAKE AVE N, SUITE 800 1505 WESTLAKE AVE N, SUITE 800 600 STEWART ST, SUITE 200 206.388.9090 SEATTLE, WA 98109 SEATTLE, WA 98109 SUTTEE, WA 98101 PHONE:Phone:206-336-2867 PHONE : (206) 268-7370 rloreteOmorrisonhershfield.com PROJECT MANAGER. PROFESSIONAL OF RECORD. DRIVING DIRECTIONS (FROM SEA—TAC AIRPORT, WA) 1. HEAD SOUTHEAST ON AIRPORT EXPRESSWAY TOWARD DEPARTURES DR. 2. SUGHT LEFT ONTO AIRPORT EXPRESSWAY 3. KEEP RIGHT AT FORK, FOLLOW SIGNS FOR WA-518 E/ 1-5/ 1-405 AND MERGE ONTO WA-518 E 4. WA-518 E TURNS SLIGHTLY RIGHT AND BECOMES 1-405 N 5. TAKE EXIT 1 FOR W VALLEY HWY/ WA-181 TOWARDS TUKWILA 6. CONTINUE STRAIGHT ONTO S 156TH ST 7. TURN RIGHT ONTO NELSON PL Project Number. 7170282 Start Dote: 10/25/17 KELSEY PUHALLA ROBERT J LARA CROWN CASTLE USA MORRISON HERSHFlELD CORP 1505 WESTLAKE AVE N, SUITE 800 PHONE: (954) 577-4668 SEATTLE, WA 98109 rloroOmorrisonhershfield.com PHONE: 480.735.6953 APPROVALS Drafter: JS Designer: LB SIGNATURE DATE Project Manager: RKL Professional of Record: RL REPRESENTATIVE Revision No: A Sheet No: T- 1 SITE OWNER RF ENGINEER GENERAL NOTES LINE/ANTENNA NOTES ABBREVIATIONS 1. WORK SHALL COMPLY WITH ALL APPUCABLE 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 ADEOUATELY 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 MODIFICATIONS. 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. VERIFY ALL EXISTING DIMENSIONS PRIOR TO PERFORMING WORK. 17. VERIFY LOCATION OF ALL BURIED UTILITIES PRIOR TO ANY EXCAVATION. 18. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FOR COMMERCIAL POWER IMMEDIATELY UPON AWARD OF CONTRACT. THE GENERAL CONTRACTOR IS REOUIRED TO KEEP ALL DOCUMENTATION RECENED 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 MAINTAIN 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 UMITED 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 COMPUANCE 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 CHANCES 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 OUANTITY (I.E. STRUCTURAL ELEMENTS). REDUCED SPACING. AND/OR INCREASED LENGTH (LE. 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 HMES. 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. 1. 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 HILT! KWIK BOLTS UNLESS OTHER WISED NOTED. ALL ANCHORS INTO CONCRETE SHALL BE STAINLESS STEEL. 2. THE CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE REOUIRED 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 EOUAL 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 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. PROJECT INFORMATION t. 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 FACILTY 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 A/C APPROX AZ BLDG BLK CLG CLR CONC CONST CONT DET DIA DIAL DIM DBL DN DWG EA ELEC ELEV EO EOUIP (E) ExT FIN FLR FLUOR FT ABOVE GROUND LEVEL AIR CONDITIONING APPROXIMATELY AZIMUTH BUILDING BLOCKING CEILING CENTERLINE CLEAR CONCRETE CONSTRUCTION CONTINUOUS DETAIL DIAMETER DIAGONAL DIMENSION DOUBLE DOWN DRAWING EACH ELECTRICAL ELEVATION EOUAL EOUIPMENT EXISTING EXTERIOR FINISH FLOOR FLUORESCENT FOOT GA CALV GC GRND GYP BD HT HVAC HORZ HR N NFO D NSUL NT BC LBS MGR MFR MAX MECH MTL MIN MISC GAUGE GALVANIZED GENERAL CONTRACTOR GROUND GYPSUM WALL BOARD HEIGHT HEATING VENTILATION AIR CONDITIONING HORIZONTAL HOUR NCH NFORMATION NSIDE DIAMETER NSULATION NTERIOR NTERNATIONAL BUILDING CODE POUNDS MANAGER MANUFACTURER MAXIMUM MECHANICAL METAL MINIMUM MISCELLANEOUS N/A NOT APPLICABLE NIC NOT IN CONTRACT NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER UGP UG POWER CONDUIT PLYWD PLYWOOD PT PRESSURE TREATED PROJ PROJECT PROP PROPERTY (P) PROPOSED OTY OUANTITY REO REOUIRED RM ROOM RO ROUGH OPENING ROW RIGHT OF WAY SHT SHEET Sim SIMILAR SPEC SPECIFICATION SF SQUARE FOOT SS STAINLESS STEEL STL STEEL STRUCT STRUCTURAL STD STUD SUSP SUSPENDED THRU THROUGH TNNC TINNED TYP TYPICAL UG UNDERGROUND UNO UNLESS NOTED OTHERWISE VIF VERIFY IN FIELD VERT VERTICAL WP WATER PROOF W/ WITH W/0 WITHOUT - UCT - UG TELCO CONDUIT D0 NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR 0115SION5. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE INPIEMENTED WIINOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF TH5 DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMNN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION RENEW OF THIS PROJECT. 8259 1 18:05:03-05'00' ROBERT JERRY LARA LICENSED ARCHITECT STATE OF WASHINGTON 8259 CONSTRUCTION 0 12/11/17 ISSUED FOR PERMIT A 10/30/17 ISSUED FOR REVIEW No. Dote Revision Client: verizonv Implementation Team: a:CASTLE COWE 1505 WESTLAKE AVE N, SUITE 800 SEATTLE, WA 98109 IMPORTANT NOTICE A&E Team: mlI MORRISON HERSHFIELD 600 STEWART ST, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 1Nvw.monisonhershfield.com 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 RESPONSIBILTY THEREOF. CONTRACTOR AND HIS SUB -CONTRACTORS SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS AS REQUIRED FOR PROPER EXECUTION OF PROJECT. REPORT ANY CONFLICTS OR DISCREPANCIES TO THE CONSULTANT PRIOR TO CONSTRUCTION. Project Info: BU# 856360 SOUTHCENTER 15700 NELSON PL TUKWILA, WA 98055 LEGEND BUILDING/WALLJDETAIL SECTION DETAIL NUMBER SHEET NUMBER WHERE DETAILED REFERENCE REFERENCED DRAWING LARGE SCALE DETAIL DETAIL NUMBER SHEET NUMBER WHERE DETAILED ELEVATION DETAIL BUG DETAIL NUMBER SHEET NUMBER WHERE DETAILED Drawing Title: GENERAL NOTES AND SYMBOLS Project Number. 7170282 Start Dote: 10/25/17 Drafter: JS Designer. LB Project Manager: RKL Professional of Record: RL Revision No: A Sheet No: 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: 0005800034 \EXISTING BUILDING TAX PARCEL: 0005800026 TAX PARCEL: 0005800035 EXISTING ADJACENT PROPERTY LINE (TYP) CEXISTING GRAVED PARKING AREA TAX PARCEL: 0005800008 CEXISTING GRAVEL J PARKING AREA `EXISTING BUILDING TAX PARCEL: 0005800029 EXISTING ACCESS DRIVE Q 63'-11 ± SETBACK t■■u■■■■■EMINOI■ cf ■■■., O • • • 65'-3"± SETBACK V .1 �n V ■■■■■■■■i■■■■iisomar4* PROPERTY LINE (TYP) S LONGACRES WAY n o • us • TAX PARCEL: 0005800027 EXISTING 115.-0' MONOPOLE TAX PARCEL: 2423049137 Know whafs below. Call before you dig. D0 NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR 1.10DIFICUTIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS OSUES OF THO 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. 8259 1 18:05:15-05'00' ROBERT JERRY LARA LICENSED ARCHITECT STATE OF WASHINGTON 8259 CONSTRUCTION 0 12/11/17 ISSUED FOR PERMIT A 10/30/17 ISSUED FOR REVIEW No. Dote Revision Client: verizonv Implementation Team: _CROWN CASTLE 1505 WESTLAKE AVE N, SUITE 800 SEATTLE, WA 98109 A&TE Team: ml1 MORRISON HERSHFIELO 600 STEWART ST, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 www.monisonhershfield.com Project Info: BU# 856360 SOUTHCENTER 15700 NELSON PL TUKWILA, WA 98055 Drawing Title: SITE PLAN Project Number. 7170282 Start Dote: 10/25/17 Drafter: JS Designer. LB Project Manager. RKL Professional of Record: RL Revision No: A Sheet No: A=1 24•x36• SCALE: 1/16" _ 1 —0- 11'e17' Se -AI F. 1/32' - 1 —0 16 12 8 4 0 16' r::e ee SITE PLAN 1 0 z 0 0 0 0 0 V Ln Ln / EXISTING ICE BRIDGE (OF OTHERS) (TYP) PROPOSED VERIZON WIRELESS ICE BRIDGE WITH (2) HYBRID CABLE AND (1) MW FEEDER PROPOSED VERIZON WIRELESS ANTENNAS AND ANCILLARY EQUIPMENT MOUNTED ON NEW ANTENNA PLATFORM (TYP) PROPOSED VERIZON WIRELESS LOW PROFILE ANTENNA MOUNT MODEL #C10116804 BY SABRE OR APPROVED EOUAL 53'-6" EXISTING COMPOUND / / / // EXISTING EOUIPMENT 1 (OFHELTER OTHERS) / / //////////////////////////////////// EXISTING 12.-0" W SWING GATE EXISTING METER AND DISCONNECT TO BE USED BY VERIZON H. EXISTING MONOPOLE X- %- %-%- %- %-%_ [-%-%-x-%-%-%- %- %- %- %-X-% PROPOSED VERIZON WIRELESS UTILITY H—FRAME W/ WORK LIGHTS EXISTING CHAIN LINK FENCE PROPOSED VERIZON WIRELESS EQUIPMENT LEASE AREA (8'—O'x10'-01 EXIST1NG GENERATOR (OF OTHERS) PROPOSED VERIZON WIRELESS CONCRETE PAD MOUNTED EQUIPMENT CABINETS (TYP OF 3) NOTE ONLY VERIZON WIRELESS PANEL ANTENNAS SHOWN IN PLAN VIEW FOR CLARITY; SEE ELEVATIONS E AREA/CONC. PAD 0 PROPOSED VERIZON WIRELESS CONC PAD (8'-0'x10'-0-) PROPOSED VERIZON WIRELESS EQUIPMENT CABINET (TYP OF 3) PROPOSED VERIZON WIRELESS W8x15 I —BEAMS (TYP OF 2) PROPOSED VERIZON WIRELESS UTILITY H—FRAME WITH WORKUGHTS WORK UGHT (TYP OF 2) U RADIO V\ RADIO POWER & BATTERY PROPOSED VERIZON WIRELESS ICE BRIDGE EXISTING CHAIN LINK FENCE PROPOSED VERIZON WIRELESS GPS ANTENNA MOUNTED TO PROPOSED ICE BRIDGE POST os 9 Z U \ 5'-1' / / A LEASE AREA/CONC. PAD / D0 NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. N0 VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IWPLEWCNTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REWJN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. 8259 REGISTERED ARCHITECT ROBERT J: RRY LARA STATE OF SHINGTON gr A 17.12.11 18:05:29-05'00' ROBERT JERRY LARA LICENSED ARCHITECT STATE OF WASHINGTON 8259 CONSTRUCTION 0 12/11/17 ISSUED FOR PERMIT A 10/30/17 ISSUED FOR REVIEW No. Dote Revision Client: verizonv Implementation Team: CROWN CASTLE 1505 WESTLAKE AVE N, SUITE 800 SEATTLE, WA 98109 A&E Teom: 1111 MORRISON HERSHFIELD 600 STEWART ST, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 1wiw.monisonhershfiela.mm Project Info: BU# 856360 SOUTHCENTER 15700 NELSON PL TUKWIUL WA 98055 Drawing Title: COMPOUND AND EQUIPMENT PLANS Project Number. 7170282 Start Dote: 10/25/17 Drofter: JS Designer. LB Project Monger. RKL Professionol of Record: RL Revision No: Sheet No: 24•x36• SCALE: 1/4' _ 11'x17' SCALE: 1/8- = 1'-0- 4 3 2 1 0 4' COMPOUND PLAN 2 24-x36- SCALE: 3/4' = 11'x17' SCALE: 3/8' = 1'-0' 1 6 0 1' PROPOSED EQUIPMENT PLAN 1 A A-1.1 AL RAD CENTER OF EXISTING ANTENNAS Y t116'-0" AGL • TOP OF EXISTING MONOPOLE • ±115'-0" AGL EXISTING ANTENNA ARRAY (OF OTHERS) EXISTING MONOPOLE EXISTING ICE BRIDGE (OF OTHERS) EXISTING GENERATOR (OF OTHERS) EXISTING EQUIPMENT BUILDING (OF OTHERS) EXISTING H-FRAME (OF OTHERS) EXISTING CHAIN LINK FENCE 4 EXISTING GRADE 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. Ao RAO CENTER OF EXISTING ANTENNAS Y *II 6.-0" AGL /, TOP OF EXISTING MONOPOLE Y ±115'-0" AGL EXISTING ANTENNA ARRAY (OF OTHERS) RAD CENTER OF PROPOSED RI N WIRE SS NN t96 -0 AGL RAD CENTER OF PROPOSED VERIZON WIREI E S MW DISH ANTENNA t88 -0 AGL EXISTING ICE BRIDGE (OF OTHERS) EXISTING GENERATOR (OF OTHERS) EXISTING EOUIPMENT BUILDING (OF OTHERS) EXISTING H-FRAME (OF OTHERS) EXISTING CHAIN LINK FENCE li EXISTING GRADE Y 0'-0" AGL ASSUMED EXISTING MONOPOLE PROPOSED VERIZON WIRELESS LOW PROFILE PLATFORM MODEL BC10116804 BY SABRE OR APPROVED EOUAL PROPOSED VERIZON WIRELESS ANTENNAS AND ANCILLARY EQUIPMENT MOUNTED ON NEW ANTENNA PLATFORM (TYP) PROPOSED VERIZON WIRELESS 2'0 MW DISH ANTENNA PROPOSED VERIZON WIRELESS FEEDUNES [(2) HYBRID CABLE. (1) MW FEEDER] TO RUN WITHIN MONOPOLE PROPOSED VERIZON WIRELESS ICE BRIDGE WITH (2) HYBRID CABLES AND (1) MW FEEDER PROPOSED VERIZON WIRELESS UTIUIY H-FRAME W/ WORK UGHTS PROPOSED VERIZON WIRELESS CONCRETE PAD MOUNTED EQUIPMENT CABINETS (TYP OF 3) PROPOSED VERIZON WIRELESS GPS MOUNTED TO PROPOSED ICE BRIDGE POST 00 NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORN 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 WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. 1 8259 REGISTERED ARCHITECT ROBERT Ja-RY LARA TATE 0 W INGT•N 2017.12.11 18:05:42-05'00' ROBERT JERRY LARA LICENSED ARCHITECT STATE OF WASHINGTON 8259 CONSTRUCTION 0 12/11/17 ISSUED FOR PERMIT A 10/30/17 ISSUED FOR REVIEW No. Dote Revision Client: verizonv Implementation Team: aCROWN CASTLE 1505 VVESTLAKE 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# 856360 SOUTHCENTER 15700 NELSON PL TUKWILA, WA 98055 Drawing Title: ELEVATIONS Project Number. 7170282 Start Dote: 10/25/17 Drafter: JS Designer. LB Project Manager: RKL Professional of Record: RL Revision No: Sheet No: 24-x36' SCALE 1/8" = 1'-0' 11"s17- SCALE 1/16' = 1'-0" 8 6 4 2 0 :::- e' EXISTING ELEVATION 2 24'X36' SCALE: 1/8' = 1'-0" :::= 11-e17' SCALE 1/16' = 1'-0' 8 6 4 2 0 a' PROPOSED ELEVATION 1 A A-2 MOUNTING BRACKET INCLUDED PLAN VIEW FRONT VIEW MANUFACTURER: RAYCAP MODEL: RCMDC-3315—PF-48 HEIGHT: 19.18' WIDTH: 15.73" DEPTH: 10.25" WEIGHT: 26.9 LBS (WITH MOUNT) NOTE: CONTRACTOR TO PROVIDE U—BOLT FOR PIPE MOUNTING of SIDE VIEW ANTENNA PIPE MOUNT 2-1/2'0 SCH. 40 GALV. PIPE MOUNT PIPE TO PIPE CLAMP ANDREW PART (j BC-20-10 (TYP.) (OR APPROVED EQUAL) z 0 3-1/2.0 SCH 40 HOT DIPPED GALVANIZED PIPE FOR ICE BRIDGE SUPPORT WITH END CAP CONCRETE PAD APPI (CATION: 10'410"45/8' GALVANIZED BASE PLATE ON BED OF LEVELING GROUT PLATFORM APPLICATION' 10'x10"x5/8" GALVANIZED BASE PLATE HOLES FOR (4) 5/8' HILT KB—TZ ANCHOR BOLT HOT DIPPED GALVANIZED STEEL GRATING FROM EQUIPMENT TO TOWER; USE APPROVED PRE MANUFACTURED KIT BY VALMONT OR APPROVED EQUAL T;RAOE APPI 'CATION. 18'0 CONCRETE PIER 0 18'0 CONCRETE PIER GRADE 10'410'45/8' GALVANIZED BASE PLATE PIPE 1/4 PLAN PIPE GRADE 11f DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF Ann ERRORS OR OMISSIONS. NO VAWATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF TH6 DRAWING ARE SUPERSEDED BY THE LATEST RESISON. 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. 8259 ROBERT JERRY LARA LICENSED ARCHITECT STATE OF WASHINGTON 8259 CONSTRUCTION 0 12/11/17 ISSUED FOR PERMIT A 10/30/17 ISSUED FOR REVIEW No. Dote Revision Client: verizonv 24'x36' SCALE: NOT TO SCALE 11'x17' SPATE NOT TO SCALE JUNCTION BOX 6 24'x36' SCAT F- NOT TO SCALE 11'e17' St -Al F. NOT TO SCALE PIPE TO PIPE MOUNT 5 24'x36' SCALE NOT TO SCPIF 11'x17' SCALE: NOT TO SCALE ICE BRIDGE DETAIL 4 SABRE 14' LOW -PROFILE PLATFORM (PM C10116804 OR APPROVED EQUAL) • 14' PLATFORM • ORDER RING MOUNT SEPARATELY • ORDER 2-7/8' 0.D. ANTENNA MOUNTING PIPES AND ALL HARDWARE SEPARATELY TRI—COLLAR RING MOUNT P/N fi C10112300 BY SABRE OR APPROVED EQUAL SILIE GPS ANTENNA VALMONT UNIVERSAL PIPE ADAPTER KIT B1534 POST FRONT GPS ANTENNA VALMONT UNIVERSAL PIPE ADAPTER KIT B1534 POST WORK UGHT (TYP) GALV PIPE CAP 3' DIA STD GALV PIPE: PROVIDE 3/16' THK CAP PL, SEAL WELD ALL AROUND P1000 UNISTRUT, W/ PLASTIC END CAPS, FASTENED TO POST W/ 1/2"e STAINLESS U—BOLTS (TYP); LOCATION TO SUIT UTILITY EQUIPMENT ATTACHMENT REQUIREMENTS T.O. FINISHED GRADE PER PLAN NW CM 1I 11 1� 11 I1 (ILC) INTEGRATED) LOAD CENTER 24'x24' TELCO 18' 18.0 CONC PIER 1 1 is (4) 5/8' HILTI HVA ADHESIVE BOLTS, MIN 4-1/2' EMBEDMENT INTO CONCRETE CONC PAD APPUCATION, SEE DETAIL A DETAIL A 10"410"45/8' GALV BASE PLATE PIPE 1/4 Implementation Team: a":„.• COWN CASTLE 1505 WESTLAKE AVE N, SUITE 800 SEATTLE, WA 98109 A&E Team: Wei MORRISON HERSHFIELD 600 STEWART ST, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 LwWY.morrisonhershfield.com Project Info: BU# 856360 SOUTHCENTER 15700 NELSON PL TUKWILA WA 98055 Drawing Title: CONSTRUCTION DETAILS Project Number. 7170282 Start Date: 10/25/17 Drafter: JS Designer. LB Project Monoger: RKL Professional of Record: RL Revision No: Sheet No: 24'x36" SCALE NOT TO SCALE 11'x17' SCALE NOT TO SCALE GPS ANTENNA 3 24-x36' SCALE NOT TO SCALE 11'e17' SCALE NOT TO SCALE GPS ANTENNA MOUNT 2 24'x36' SCALE: NOT TO SCALE 11'e17' SCALE: NOT TO SCALE H-FRAME DETAIL 1 A A-3 z (PER PLAN) 0 z N 2" MIN • NOTES: 1. ANCHOR CABINETS TO WF W/ (4) 1/2"0 A325 BOLTS w/ STANDARD CUT WASHERS (1) 0 EACH CORNER. 2. USE 4"x4" SHIM PLATES AS REQUIRED TO PROVIDE LEVEL MOUNTING SURFACES 0 WF BEAMS. 3. INSTALL CABINET TO I -BEAM PER MANUFACTURERS RECOMMENDATIONS. 4. ALIGN EDGE OF W-FLANGE W/ BACK OF CABINETS (PER PLAN) LENGTH OF CABINETS (PER PLAN) 2" MIN W8x15 4 1- I4 II II I W8x15 -It 4 —I L--JL— JLJ ` CABINET, REFER TO PROPOSED EOUIPMENT PLAN FOR EXACT CABINET PLACEMENT NEW (2) W8x15 I -BEAMS; SECURE W-FLANGE TO CONC W/ 5/8-0 HILTI KB-TZ EXPANSION BOLT 0 12" 0.C. W/ 4" EMBEDMENT ALTERING SIDES OF FLANGE (TYP) CONC PAD, REFER TO PROPOSED EQUIPMENT PLAN FOR DIMMENSIONS 12" 0.C. (IYP) 3' MIN. (TYP) PER PLAN 14" THK CONC. SLAB W/ 2 LAYERS OF #5 0 12" 0.C. EACH WAY (TOP & BOTT) 3/4" CHAMFER EDGE (TYP) DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANIS OF ANY ERRORS OR 01ASS10NS. 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 MORMON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF TH5 PROJECT. 17.12.11 18:06:10-05'00' ROBERT JERRY LARA LICENSED ARCHITECT STATE OF WASHINGTON 8259 , CONSTRUCTION 0 12/11/17 ISSUED FOR PERMIT A 10/30/17 ISSUED FOR REVIEW No. Dote Revision Client: verizonv 24'06' SCALE NOT TO SCALE 11-x17- Sr'AI F. NOT TO SCALE EQUIPMENT CABINET SUPPORT FRAMING 4 24-x36- Sr4I F NOT TO SCALE 11-x17' Cr.I F. NOT TO SLIM CONCRETE PAD DETAIL 3 GALV. BOX FRAME PART OF CABINET SECTION VIEW CABINET TIE DOWN (4) 1/2"0 A325 BOLTS W/ WASHERS & NUTS I -BEAM (W8x15) SECURE 1-BEAM TO PROPOSED SLAB W/ 5/8"0 HILTI KB-TZ EXPANSION BOLT 012" 0.C. W/ 4" EMBEDMENT ALTERING SIDES OF FLANGE (TYP) CONCRETE PAD z n� 14" THK CONC. SLAB W/ 2 LAYERS OF (J5 0 12" 0.C. EACH WAY (TOP & BOTT) STUB UP 12" ABOVE SLAB 3/4" CHAMFER EDGE (TYP) (MIN). COORDINATE IN FIELD VAPOR BARRIER UNDER SLAB. 6 MIL POLYVINYL CONDUIT SWEEP CONTRACTOR TO GRADE AND BLEND INTO EXISTING SITE GRADE MIN 4' OF #57 WASHED STONE BED 0 PERIMETER ON LANDSCAPE WEED BARRIER PREPARE SUBGRADE BY REPLACING EXISTING TOP SOIL (UP TO 2-FT) WITH CLEAN NON -FROST -SUSCEPTIBLE SOIL W/ 1' MARGIN AROUND PAD PERIMETER AND COMPACTING TO 950 MAXIMUM DRY DENSITY Implementation Team: CROWN __CASTLE 1505 WESTLAKE AVE N, SUITE 800 SEATTLE, WA 98109 A&E Team: mn MORRISON HERSHFIELD 600 STEWART ST, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 www.morrisonhershfield.com Project Info: BU# 856360 SOUTHCENTER 15700 NELSON PL TUKWIIA WA 98055 Drawing Title: CONSTRUCTION DETAILS Project Number. 7170282 Start Date: 10/25/17 Drafter: JS Designer. LB Project Manager. RKL Professional of Record: RL Revision No: Sheet No: 24'x36" SCALE NOT TO SCALE 11'07" 9rl F. NOT TO SCALE ATTACHMENT DETAIL 2 24'x36' Sr'AI F• NOT TO SCALE 11 "x17" Sr'4I F NOT TO SCALE TYPICAL CONCRETE PAD SECTION 1 A A-4 DIM 3 DIM 2 / DIM 2 D0 NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND AOV8E CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIAPONS 0R 1J0DIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAVnNG ARE SUPERSEDED RY THE UTEST REVISION. ALL ORANTNGS AND SPEGFlCA710N5 REMAw THE PROPERIY OF MORRISON HERSHFlEID CORPORATION. NEIINER MORRISON HERSHFlELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. 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 ADDmONAL EQUIPMENT LTE 0' 96.-0" 2 AMPHENOL HEX456CW0000x - - 1 HYBRID 3133.-0' (2) RRU 32 866 (1)RADIO 4449 (1) JUNCTION BOX / 0 \ o \ SECTOR BETA ALMIJTH RAD CENTER NUMBER OF ANTENNAS VENDOR YODEL ELEC TILT MECH DOWNTILT NUMBER OF FEEDERS FEEDER TYPE FEEDER LENGTH ADOmONAL EQUIPMENT N 8259 ARCHITECT ROBERT JE"RY LARA ' .. ATE OF W INGTON 011.4 A... ' - 017.12.11 18:06:23-05'00' ROBERT JERRY LARA LICENSED ARCHITECT STATE OF WASHINGTON 8259 LTE 125' 96.-0" 2 AMPHENOL HEX456CW0000x - - - - 3133'-0" ((1) RRRAUDIO 449 1REGISTERED SECTOR GAMMA AZIMUTH RAD CENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC TILT MECH DOWNTILT NUMBER OF FEEDERS FEEDER TYPE FEEDER LENGTH ADOmOHAL EQUIPMENT \ \ FRONT BACK SIDE LTE 270' 96•-0" 2 AMPHENOL HEX456CW0000x - - 1 HYBRID 3133'-0" (2) RRU 32 B66 (1) RADIO 4449 (1) JUNCTION BOX QTY DIM 1 DIM 2 DIM 3 WEIGHT NOTES•mi ANTENNA MOUNTS SHALL COMPLY WNSTD-445 STANDARDS AS REQUIRED BY VERIZON. PROPOSED VERIZON WIRELESS PANEL ANTENNA • RRUS 32 (866) 6 27.2' 12.1' 7.0" 53.0 LBS RADIO 4449 3 28.0- 15.0" 10.0" 85.0 LBS NOTES: 1. INSTALL UNITS PER MANUFACTURER SPECIFICATIONS [AMPHENOL HEX456CW0000X) ON PIPE -TO -PIPE ADAPTER. AS REO'D PROPOSED VERIZON WIRELESS LOW J 111f 4" ii6 VI AJUNCTION js1 A % 1 b111144441414, PROPOSED VERIZON WIRELESS 80X MOUNTED TO PROPOSED ANTENNA MOUNT (TYP OF 2) 24"x36" SCALE: NOT TO SCALEPROPOSED RRU DIMENSIONS 11"x1Y SCALE: NOT TO Cr`�IF 4 CONSTRUCTION DIM 2 DIM 2 PROFILE PLATFORM ANTENNA MOUNT MODEL 8 C1011680fY SABRE OR ';'�':•4 �1.,111 I B 044P APPROVED EQUAL EXISTING MONOPOLE PROPOSED VERIZON WIRELESS PANEL ANTENNA [AMPHENOLHEX456CW0000X] PROPOSED VERIZON WIRELESS LOW PROFILE PLATFORM MODEL #C10116804 BY SABRE OR APPROVED EQUAL / GAMMA 4 H 1!'•,' .tii,•••�•�•+� P.:' : �c��'CP•, FC y / ,2 -- o;.): 11''jl' 111 . a,: CCi 1' 1 ��1 1 C '" I ,I ";; * T ! III 1 !� 1 C 'e, gr; 111�11 NILSTM•11 T.TF2FGE1! _-� ii;i;I ^•'Ec ....0� :: y�,�.p: \p ',�•''•' 1‘ `'¢?'' III D �r �' PROPOSED VERIZON WIRELESS RRU [ERICSSON RADIO 4449] (TYP OF 3. 1 PER SECTOR) PROPOSED VERIZON WIRELESS RRU [ERICSSON RRUS 32 1366] (TYP OF 6, 2 PER SECTOR) SCH 40 PIPE MOUNT (TYP) A I ill I /DIM QTY DIM 1 DIM 2 DIM 3 WEIGHT SECTOR ALPHA 0 12/11/17 ISSUED FOR PERMIT HEX456CW0000z 2 72.0" 16.0" 7.4" 49.0 LBS ISSUEDFOR REVIEW No. Dote Revision SECTOR BETA HEX456CW0000x 2 72.0' 16.0" 7.4" 49.0 LBS Client: verizon� SECTOR GAMMA HEX456CW0000x 2 72.0' 16.0" 7.4" 49.0 LBS ` PROPOSED VERIZON WIRELESS PANEL ANTENNAL�:���D''• [AMPHENOL HEX456CW0000X]�', G - 'II,•'�;� � 1"7":391 ,.�'`. '."'".""";, .�''' 0�+' :�: E+ �'� i`,• @, ,� +..✓..`; r' ':%"r IIII `P'� 3;• f�,r�.�I /II; II�11 •.• � I II E E�;p.' I '' I I I y II � III B�q �1 PROPOSED VERIZON WIRELESS PANEL ANTENNA ON PIPE-TO-PENOL IPE 6ADAPTERX]AS REQ.() \ ':J=' �]- FRONT BACK SIDEe'�?;�. Implementation Team: CROWN alLoRNCASTLE 1505 WESTLAKE AVE N, SUITE 800 SEATTLE, WA 98109 DIM 2 NOTES: k x 1. INSTALL ANTENNAS PER MANUFACTURER SPECIFICATIONS ^ �Ir 2. CONTRACTOR TO TORQUE ALL MOUNTING HARDWARE o PER MANUFACTURER SPECIFICATIONS ?1"x17• SCALE: NOT TO SCALE PROPOSED ANTENNA DIMENSIONS 3 A&E Team: MORRISON 600 STEWART SEATTLE. Tel: www.monisonhershfiel0com �A I HERSHFIELD ST, SUITE 200 WA98101 206.268.7370 17- SCALE: 3/8- = ; o: PROPOSED ANTENNA CONFIGURATION 5 11 1_t' 2-1/2• GALV SCH 40 PIPE MOUNT MECHANICAL DOWN TILT KIT (AS REO'D) BY ANTENNA MANUFACTURER `I';Q13� GALV SCH 40 PIPE MOUNT - ANCILLARY ANTENNA MOUNT II•AlI EQUIPMENT, TYP BRACKETS BY ANTENNA MANUFACTURER , ' l ,' PROPOSED MICROWAVE SCHEDULE DESTINATION AZIMUTH RAD CENTER QUANTITY VENDOR MODEL SIZE TILT LECCABLEE NGTH QTY DIM A DIM B DIM C WEIGHT Project Info: BU# 856360 SOUTHCENTER 15700 NELSON PL TUKWILA, WA 98055 — 100'WIRELESS 88'-0• 1 RFS SC2-17088 2'0 0' 396'-0" SPF2-52CN 1 28"0 4.5" 14" 22 LBS PROO SED VERIZON UNIVERSAL RING MOUNT MODEL # LWRM BY SITEPRO1 OR APPROVED EQUAL EXISTING 115*-0" MONOPOLE / DIM A Drawing Title: ANTENNA CONFIGURATION PROPOSED VERIZON WIRELESS 2'0 MICROWAVE DISH / PANEL ANTENNAlillii PANEL ANTENNA BRACKETS ANTENNA ANTENNA TOP VIEW MANUFACTURER _ AZM00 as 0 `W11�J1IIIIIIII11J�J1 _ IIIIRII11111111 111I1111 IW'' • 1,1 Project Number: 7170282 Start Dote: A 'll PROPOSED VERIZON WIRELESS l 1� after:10/25/17 Drafter: JS Designer. LB Project Manager. RKL Professional of Record: RL 8" STANDOFF ARM PART -_ #MM01 BY STEPRO 1 OR APPROVED EOUAL DIM C NOTES: ANTENNA MOUNTS SHALL COMPLY WITH NSTD-445 STANDARDS AS REQUIRED BY VERIZON. Revision No: A Sheet No: RF-1 24•x36" SCALE: NOT TO SreIF TYPICAL ANTENNA ATTACHMENT 11%17" SCALE: NOT TO SCALE 2 11"x17' SCALE: NOT TO SCALE PROPOSED MICROWAVE CONFIGURATION 1 Longacres way I SECTOR 1 Pcs LTE r'70(1L7E-1 1111101111311111 9690E A101CIDIR 14492710 2p21116&1 A1N.i LT 0 98901 AI 01 C 1 DIR FGAM3J61 SECTOR 2 I PCS I.TE 700 LT 37FPOL ' AWSLTF )0Q 1TE= IS..It2.IHUIH/.IH5.IH6•I RI Ro Lk• lt2•IH34I1445IH6.I6i 15e v I v r'Y A l AAA' L Alelclol6 auonte trim.) 1 1 1 nlelelol6 KRU62262 rl A101CI010 RRO672661A LJ I SECTOR 3 PCS ITT =00TTE MEIESIMM 9949E AWS ITC C70� 90L 11,11b INyIH1.1HS.IHbI Ili 1116 1 .1121N3.I141.,5. H6I 61 Re L I I nnn '101 10I .II62013m0t4)1 LJ A161c lol Rlesn E2 Li 6101c1016 LJ 61 0w32 1 I $71 FA 9 110111112 OW22 11213 D15161TIe1911D1111L2 D0 NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSKINS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. No VARIATIONS DR M001FICATONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LNTEST REVISION. ALL DRAWINGS AND SPECIflCATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. 8259 REGISTERED ARCHITECT ROBERT J:'RY LARA if4th 17.12.11 18:06:35-05'00' ROBERT JERRY LARA LICENSED ARCHITECT STATE OF WASHINGTON 8259 CONSTRUCTION 0 12/11/17 ISSUED FOR PERMIT A 10/30/17 ISSUED FOR REVIEW No. Dote Revision Client: verizonv Implementation Team: aCROWN u CASTLE 1505 WESTLAKE AVE N. SUITE800 SEATTLE. WA 98109 AE&E Team: m� MORRISON HERSHFIELD 600 STEWART ST, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 www.monisonhenshfield.com Project Info: BU# 856360 SOUTHCENTER 15700 NELSON PL TUKWILA. WA 98055 Drowing Title: PLUMBING DIAGRAM Project Number. 7170282 Start Date: 10/25/17 Drafter: JS Designer. LB Project Manager: RKL Professional of Record: RL Revision No: Sheet No: 24-x36' SCALE NOT TO SCALE 11'e17' SCALE NOT TO SCALE PLUMBING DIAGRAM 1 A 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 EOUIPMENT 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 O.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 EOUIPMENT, 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. 11. GENERAL CONTRACTOR IS RESPONSIBLE FOR REOUESTING CONNECTION OF COMMERCIAL POWER FROM THE POWER COMPANY. ELECTRICAL CONTRACTOR SHALL COORDINATE THIS WORK WITH THE GENERAL CONTRACTOR. 12. COORDINATE EXACT TELEPHONE REQUIREMENTS 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 TO THE EDITION OF THE NEC ACCEPTED BY THE LOCAL JURISDICTION AND TO THE APPLICABLE LOCAL CODES AND REGULATIONS. 2. ALL MATERIALS AND EOUIPMENT 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 IT 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 REOUIRED TO FIT THE WORK TO THE CONDITIONS. 5. MAINTAIN ALL CLEARANCES AS REQUIRED 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 BOX. CONDUCTORS AND CONNECTORS 1. UNLESS NOTED OTHERWISE. ALL CONDUCTORS SHALL BE COPPER, MINIMUM SIZE #12 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 90.0 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 116 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 116 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 y2 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 EOUIPMENT. 14. WHERE MECHANICAL CONNECTORS (TWO -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/CND FAULT PROTECTION (IF APPLICABLE) 1. CONTRACTOR SHALL RECORD LOAD READINGS WHEN SITE POWER ORIGINATES FROM A 3o 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 EOUIPMENT WITH HIGHER SHORT-CIRCUIT FAULT CURRENT RATINGS (kA.I.C.) AS REQUIRED 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 REOUIREMENT IS MET. IF NEW LOAD IS ADDED CONTRACTOR SHALL VERIFY & CONFIRM BEFORE CONSTRUCTION THAT TOTAL UTILITY SERVICE LOAD SHALL KEEP EQUAL TO (125% MAX. DEMAND+ NEW LOAD)< 80% SERVICE ENTRANCE CONDUCTORS/MAIN OVER CURRENT PROTECTION AMPACITY, 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 REOUIREMENTS OF POWER AND TELE- PHONE UTILITY COMPANIES. SYMBOL DESCRIPTION JB PB - OH - UGT UGP UGP/UGT - T - P - • ■ 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 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. A 4)\A M. CJ Q . - Ov WAsy f9 ,SS' /� VCsr R '4P 52 SI CSNAL Vv +v� 2017.12.1soN M:.0�L;06-05'00' JACE PROFESSIONAL ENGINEER STATE Or WASHINGTON 52513 CONSTRUCTION 0 12/11/17 ISSUED FOR PERMIT A 10/30/17 ISSUED FOR REVIEW No. Dote Revision ABBREVIATIONS Client: verizonv AEG 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 LEH DRY COMPT YPETE TRANSFORMER EMPTY CONDUIT GU GROROUNDINGND 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 Implementotron Team: CROWN CASTLE 1505 WESTLAKE AVE N, SUITE 800 SEATTLE, WA 98109 A&E Team: m•1 MORRISON HERSHFIELD 600 STEWART ST, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 www.morrisonhershfield.com Project Info: BU# 856360 SOUTHCENTER 15700 NELSON PL TUKWILA, WA 98055 Drawing Title: ELECTRICAL NOTES AND SYMBOLS Project Number. 7170282 Start Dote: 10/25/17 Drafter: JS Designer. LB Project Manger. RKL Professionol of Record: RL Revision No: Sheet No: A E-1 0 00 0000 000 17 t8 0 a> 2t 22 23 24 25 26 27 28 NOT USED. NEW 24"x24" NEMA-3R TELCO ENCLOSURE MOUNTED ON H—FRAME FOR FIBER. PROPOSED 4" PVC CONDUIT WITH (3) 1-1/4" INNERDUCTS AND TRACEABLE MULE TAPE FROM NEMA-3R TELCO ENCLOSURE TO DUDLIK FIBER CABINET. NEW (2) #12 AWG CU. AND (1) jj12 AWG CU. GROUND IN 1/2" RNC. CIRCUIT PP1-16. NOT USED. NOT USED. PROPOSED TELCO CONDUIT STUBBED UP AT RIGHT OF WAY. COORDINATE WITH FIBER PROVIDER FOR NEW TELCO SERVICE. CONTRACTOR TO INSTALL TA25 VAULT. NEW (3) #3/0 AWG CU. IN 2-1/2" RNC. EXISTING 25KVA UTILITY TRANSFORMER. COORDINATE WITH UTILITY FOR 120/240V-10-3W, 200A SERVICE FOR VERIZON WIRELESS 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. NOT USED. 3-3/0. + 1 16 GROUND, 2"C. PROVIDE RNC B.F.G. AND RGS A.F.G. EXISTING 200A, 120/240V-10. 3W MAIN DISCONNECT WITH INTERRUPTING CAPACITY=100K AIC, LABEL "VERIZON WIRELESS MAIN" EXISTING METER. CONTRACTOR TO CONFIRM IF METER CAN BE USED. NEW 200A CAPACITY 240V-10 NEMA 3R METER SOCKET PER POWER CO. REOUIREMENTS. PROPOSED 4" PVC CONDUIT WITH (3) 1-1/4"INNERDUCTS AND TRACEABLE MULE TAPE FROM NEMA-3R TELCO ENCLOSURE TO R.O.W. INSTALL CONDUITS IN A 36" BELOW GRADE TRENCH. COORDINATE EXACT REQUIREMENTS WITH FIBER PROVIDER. BOND TO GROUND RING W/#2 AWG SOLID TINNED COPPER. NEW MIN. b4 AWG CU TO (2) 5/8"X10' COPPER CLAD RODS SPACED A MINIMUM OF 6' APART. VERIFY IN FIELD. NOT USED. NEW 2" CONDUIT FOR EOUIPMENT CABINET REFER TO LOAD CENTER DIAG. SHEET E-6 NOT USED. NOT USED. NEW H—FRAME FOR VERIZON EQUIPMENT. 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. NOT USED. NOT USED. NEW PRIMARY POWER AND BATTERY ENCLOSURE. NEW RADIO CABINET. UTILITY ROUTING NOTE. CONDUIT ROUTES AND SPECIFICATIONS FROM VERIZON WIRELESS COMPOUND TO UTILITY MEET POINT ARE PER THE REQUIREMENTS PROVIDED IN THE UTILITY COORDINATION REPORT BY CROWN CASTLE, DATED 9/11/17. I I 1 S LONGACRES WAY I I 1 I I I I I I I I 1 I I 1 I 1 I I 1 I 1 I NOTES: 1. PROVIDE 17"x30" CONCRETE PULL —BOXES AT EVERY OTHER BEND OR AS REOUIRED BY UTILITY COMPANY DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATONS 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 HERSHFIELO NOR THE ARCHITECT WILL RE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. JASON M. CEGLIA PROFESSIONAL ENGINEER STATE OF WASHINGTON 52513 CONSTRUCTION 0 12/11/17 ISSUED FOR PERMIT A 10/30/17 ISSUED FOR REVIEW No. Date Revision Client: verizonv Implementation Team: COWN u CASTLE 1505 VVESTLAKE AVE N, SUITE 800 SEATTLE, WA 98109 A&E Team: In MORRISON HERSHFIELD 600 STEWART ST, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 www.monisonhershfield.com Project Info: BU# 856360 SOUTHCENTER 15700 NELSON PL TUKWIIA WA 98055 Drawing Title: ELECTRICAL SITE PLAN Project Number. 7170282 Start Date: 10/25/17 Drafter. JS Designer. LB Project Manager. RKL Professionol of Record: RL Revision No: A Street No: E-2 ELECTRICAL REFERENCE NOTES 2 24"x36" SCALE 1" w 60•-0" 11-x17- SCALE: 1" = 120•-0" 66' dt' ELECTRICAL SITE PLAN 1 Oj NOT USED. O NEW 24"x24" NEMA-3R TELCO ENCLOSURE MOUNTED ON H-FRAME FOR FIBER. 0 PROPOSED 4" PVC CONDUIT WITH (3) 1-1/4" INNERDUCTS AND TRACEABLE MULE TAPE0 FROM NEMA-3R TELCO ENCLOSURE TO DUDLIK FIBER CABINET. 0 NEW (2) #12 AWG CU. AND (1) #12 AWG CU. GROUND IN 1/2" RNC. CIRCUIT PP1-16. O NOT USED. O6 NOT USED. 0 PROPOSED TELCO CONDUIT STUBBED UP AT RIGHT OF WAY. COORDINATE WITH FIBER PROVIDER FOR NEW TELCO SERVICE. CONTRACTOR TO INSTALL TA25 VAULT. O NEW (3) #3/0 AWG CU. IN 2-1/2 RNC. O EXISTING 25KVA UTILITY TRANSFORMER. COORDINATE WITH UTILITY FOR 120/240V-10-3W, 200A SERVICE FOR VERIZON WIRELESS 1p NEW (ILC) INTEGRATED LOAD CENTER, NEMA-3R PPC LOAD CENTER (PANEL "PP1") O COMPLETE WITH AN INTEGRATED AUTOMATIC TRANSFER SWITCH. A 200A-2P UTILITY MAIN CIRCUIT BREAKER & A 200A-2P EMERGENCY MAIN CIRCUIT BREAKER. 11 NOT USED. 12 3-3/0, + 1{�6 GROUND, 2'C. PROVIDE RNC B.F.G. AND RGS A.F.G. O 13 EXISTING 200A, 120/240V-10. 3W MAIN DISCONNECT WITH INTERRUPTING CAPACITY=100K AIC, LABEL "VERIZON WIRELESS MAIN" 14 EXISTING METER. CONTRACTOR TO CONFIRM IF METER CAN BE USED. 15 NEW 200A CAPACITY 240V-10 NEMA 3R METER S0CKE7 PER POWER CO. REQUIREMENTS. aPROPOSED 4" PVC CONDUIT WITH (3) 1-1/4" INNERDUCTS AND TRACEABLE MULE TAPE FROM NEMA-3R TELCO ENCLOSURE TO R.O.W. INSTALL CONDUITS IN A 36" BELOW GRADE TRENCH. COORDINATE EXACT REQUIREMENTS WITH FIBER PROVIDER. BOND TO GROUND RING W/#2 AWG SOLID TINNED COPPER. 17......",---1 aNEW MIN. #4 AWG CU TO (2) 5/8"X10' COPPER CLAD RODS SPACED A MINIMUM OF 6' APART. VERIFY IN FIELD. o NOT USED. NEW 2" CONDUIT FOR EQUIPMENT CABINET REFER TO LOAD CENTER DIAG. SHEET E-6 0NOT USED. 22 NOT USED. 23 NEW H-FRAME FOR VERIZON EQUIPMENT. 24 CONTRACTOR TO ARRANGE TO PAY FOR UNDERGROUND UTILTY 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 NOT USED. Oi NEW PRIMARY POWER AND BATTERY ENCLOSURE. 0NEW RADIO CABINET. ■ Q. x x z DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARUTIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIDUS rSSuES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISWN. ALL DRAWINGS AND SPECIFICATIONS REMNN THE PROPERTY OF MORRISON HERSHFIELA CORPORATION. NEITHER CONSISON HERSHNELD NOR THE ARCHITECT WILL BE PROVIDINGING CONSTRUCTION REVIEW OF THIS PROJECT. M. c O� Ot �c' O-c W A4 9 F�� r/• GO c- Z \ / Q[STE s s I�YAL 2017. • a • : a-05'00' JASON M. CECIIA PROFESSIONAL ENGINEER STATE OF WASHINGTON 52513 I I j I 1 \\\VVv /' % J % /% % } j/j///j/ // /////////////// // /// / /2j/ // / // // j j x % x x % x % z z x x \ ` i I D / /« / /' « « � • - �� I W♦ !x I 1I / /«' / / / �n1' I �� �v � I a. ///////////////////////////////////// .:• ,/ �� ♦ e♦ LD ? i = I I /4 I r y.: , ©® 0 �� vz • I I i CONSTRUCTION o I D \' I / 28 O �� 0 12/11/17 ISSUED FOR PERMIT ice/ 1 e I' I d It l II a. C i j \ i \ /�� i// /� aA 10/30/17 ISSUED FOR REVIEW No. Dote Revision -f-\ t �i /' ill lO i I ` k Client: verizon o I U 1 / f 27 D I �. I L L J ` 1 %UGPX— l{GP — UG� —UGP %_%_% _ %� _ %—%—%—%— '- l{GP — UGpUCP — z—z—z—x— l{e UC %-x x— %_X X-X-X-X-%J don doff UGT - UGT - UGT - UGT UGT UGT - UGT UGT UGT 0.2 UGT — — UGT — UGT UGT UGT GT UGT 00 e® Implementation Team: CROWN U�CAST LE 1505WESTLAKE AVE N. SUITE 800 SEATTLE, WA 98109 �� NOTE: PROVIDE 3" CONDUIT FOR GPS CABLE A&E Team: MORRISON 600 STEWART SEATTLE, Tel: Dwrdsonhelshfield.00m MiIII ll HERSHFIELD ST, SUITE 200 WA 98101 206.268.7370 24"x36" Ar'sIF- 3/16" = 1'-0" .... ELECTRICAL PLAN 4 11"e17" SCALE: 3/32" - 1'-0' 4 2 0 4' 28 28 r 14 13 2 1KI Project Info: BU# 856360 SOUTHCENTER 15700 NELSON PL TUKWILA, WA 98055 —� © /� Drawing Title: ELECTRICAL PLAN, NOTES AND RISER DIAGRAM UTILITY ROUTING NOTE; o I I I I / jjj CONDUIT ROUTES AND SPECIFICATIONS FROM VERIZON WIRELESS COMPOUND TO UTILITY MEET POINT ARE PER THE REQUIREMENTS PROVIDED IN THE UTILITY COORDINATION REPORT BY CROWN CASTLE, DATED cT c o. a j 0 c1 O� \ / \\\/// ID - , .../ I I UGP UP — U�p UGP UGP UGP o Project Number: 7170282 Start Dote: 10/25/17 UGP UGP — UGP -H ` ./1 P UGT GT UGT — UGT UGT UGT UGT UGT — UGT UGT Drafter. JS Designer. LB UGT GT UGT UGT UGT UGT el) eo m® Project Manager: RKLRL Professionol of Record: Revision No: A Sheet No: E-3 ELECTRICAL REFERENCE NOTES 2 11"17" SCALE TO SCALE ELECTRICAL RISER DIAGRAM 1 Ol 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. O 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. 0 TESTING TOWER GROUND RING. CONTRACTOR TO VERIFY. Oq #2 AWG WELDING CABLE OR FLEXIBLE CABLE, GATE JUMPER. 0 #2 AWG GROUND FROM SERVICE ENTRANCE GROUND ELECTRODE TO EXTERNAL GROUND RING. O #2 AWG FROM H—FRAME TO EXTERNAL GROUND RING (TYP OF (2) PLACES). 0 #2 AWG GROUND FROM ICE BRIDGE VERTICAL POSTS TO EXTERNAL GROUND RING (TYPICAL). Og #2 AWG GROUND FROM VERTICAL FENCE POST TO EXTERNAL GROUND RING. Og NOT USED. 10 NOT USED. t 1 EOUIPMENT 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. 12 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. 13 REFER TO STRUCTURAL AND ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ANTENNA(S) AND ANTENNA SUPPORTS FRAME. 14 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. 15 PROVIDE #2 SOLID BARE TINNED COPPER CONDUCTOR FROM TEGB TO TOWER GROUND RING. TYPICAL OF TWO (2). 16 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. 17 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 UNES 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. t8 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. 19 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/0 "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. X-x-X-X-X BONDED TO GROUND RODS AT UTIUTY H—FRAME TYP f�► TYP TYP TYP REGULAR GROUND ROD GROUND ROD WITH INSPECTION WELL D0 NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY AU - 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. NJ. DRAWINGS AND SPECIFICATIONS REMNN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. JASON M. CEGLIA PROFESSIONAL ENGINEER STATE OF WASHINGTON 52513 CONSTRUCTION 0 12/11/17 ISSUED FOR PERMIT A 10/30/17 ISSUED FOR REVIEW No. Dote Revision Client: verizonv Implementation Team: CROWN Cu CASTLE 1505 WESTLAKE AVE N, SUITE 800 SEATTLE. WA 98109 A&E Team: Rim MORRISON HERSHFIELD 600 STEWART ST, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 www.morrisonhershfield.com Project Info: BU# 856360 SOUTHCENTER 15700 NELSON PL TUKWILA, WA 98055 Drawing Title: GROUNDING PLAN AND NOTES Project Number. 7170282 Start Dote: 10/25/17 Drafter. JS Designer. LB Project Manager: RKL Professional of Record: RL Revision No: Sheet No: 24"x36" SCALE NOT TO SCALE 11"x17 SCALE NOT TO SCALE GROUNDING NOTES 2 24-e36" SCALE: NOT TO SCALE 11"x17" SCALE NOT TO SCALE GROUNDING PLAN 1 A E-4 24'x36" SCALE NOT TO SCALE 11'x17 endl F. NOT TO SCALE 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 A -♦ 2 2792 0 2792 ANDREW PDU/BATT CABINET RECTIFIERS •• #6 #8 2" 40 20 1/2" #12 #12 TELCO GFI RECEPTACLE 180 2 2792 -•" 20 1/2" #12 #12 TELCO CABINET FAN 1 180 2792 ANDREW PDU/BATT CABINET RECTIFIERS •• #6 #8 2" 40 20 1/2" #12 #12 EXTERIOR LIGHT 332 2 2792 -•- - - - - SPACE - 2792 ANDREW PDU/BAIT CABINET RECTIFIERS •• #6 #8 2" 40 - - - - SPACE -0- 2792 - - - - SPACE SPACE SPACE - - - - - - - - SPACE -0- - - - - SPACE 180 RECEPTACLE INSIDE PDU CABINET •• #10 #10 2" 20 - - - - SPACE • 180 RECEPTACLE INSIDE BATTERY CABINET •• #10 #10 2" 20 - - - - SPACE S SPACE - - - - -•- -0- - - - - SPACE - SPACE - - - - - - - - SPACE SPACE - - - - -II- - - - - SPACE SPACE - - - - - - - - SPACE SPACE - - - - -•- -0- - - - - SPACE - S SPACE - - - - -•- - - - - SPACE - SPACE TOTAL VA BUS A 11860 BUS B 11528 CONNECTED - VA:23388 - - - AMPERES: BUS - A 99 - - BUS B - 96 _SPACE TOTAL 97 RATED VOLTAGE: 0 120/208 IIII 120/240 0 277/480 1 PHASE. 3 WIRE BRANCH POLES 0 12 ❑ 18 ❑ 20 ❑ 24 ❑ 30 ❑ 36 • 42 RATED AMPS: 0 100 200 0 400 CABINET: a SURFACE ❑ FLUSH FULL NEUTRAL BUS IN GROUND BUS • HINGED DOOR IN KEYED DOOR LATCH ENCLOSURE TYPE NEMA-3R BRANCH DEVICES ❑ FUSED El CIRCUIT BREAKER ❑ MAIN LUGS ONLY MAIN 200A ■ BREAKER ❑ 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 EQUIPMENT. ALL UNUSED BREAKERS TO BE LABELED "SPARE" (I•) CIRCUITS ROUTED INSIDE SAME CONDUIT 00 NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SMALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS RELINN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. JASON M. CEGLIA PROFESSIONAL ENGINEER STATE OF WASHINGTON 52513 CONSTRUCTION 0 12/11/17 ISSUED FOR PERMIT A 10/30/17 ISSUED FOR REVIEW No. Dote Revision Client: verizonv 24'x36" ['AI F. NOT TO SCALE 11"x17" SCALE NOT TO SCALE 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 EOUIPMENT 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 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 REOUIRED 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 FENDER WASHER TOP TOWARD EQUIPMENT PAD x¢ zo W 1Jce NUT AND LOCK WASHER COMBINATION (TYPICAL) SECTION A -A NOTE: SEE SHEET C-3 FOR CONSTRUCTION SPECIFICATIONS FOR WAVEGUIDE SUPPORT Implementation Team: aCROWN .:,,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.monisonhershfield.com Project Info: BU# 856360 SOUTHCENTER 15700 NELSON PL TUKWILA, WA 98055 Drawing Title: ELECTRICAL, GROUNDING DETAILS & PANEL SCHEDULE Project Number. 7170282 Start Date: 10/25/17 Drafter: JS Designer. LB Project Manager. RKL Professional of Record: RL Revision No: Sheet No: WAVEGUIDE MOUNTED GROUND BAR PLATE INSTALLATION 2 NOT USED 1 A E-5 REAR OF CABINET TYP 92 TINNED SOUD COPPER WIRE 50' MAX CONNECT TO S2 GROUND TYP POWER AND BATTERY CABINET PROPOSED FIBER CABINET • 0 0 0 0 0 0 a 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 #97B4 3. ALL GROUNDING CONNECTIONS WITHIN THE EQUIPMENT CABINETS SHALL BE PER THE GUIDELINES OF THE MANUFACTURER'S SPECIFICATIONS. PROPOSED FIBER CABINET PROVIDE GROUND BAR OR BOND CABINETS DIRECTLY TO GROUND RING EXTEND TO GROUND RING W/ A #2 AWG SOUD 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 ASCO D300 SERIES AUTOMATIC TRANSFER SWITCH 200 AMP NEUTRAL BUSS TERMINATION ASSEMBLY 8.6 INCHES WIRE BENDING SPACE SUITABLE FOR UP TO (1) 250 MCM CONDUCTOR PER PHASE FRONT FXTFRIOR DOOR AND TOP COMPARTMENT SWING PANEL REMOVED NOTE: GENERATOR PLUG TO BE LOCATED REMOTELY CONSULT/MFR TO PROVIDE J-BOX SO AS NOT TO VIOLATE UL LABEL (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-D), 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 ALL DIMENSIONS AND ADVISE CONSULTANIS OF ANY ERRORS OR OM15510N5. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PRE'OUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. All ORAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCRON REVIEW OF THIS PROJECT. JASON M. CEGLIA PROFESSIONAL ENGINEER STATE OF WASHINGTON 52513 CONSTRUCTION 0 12/11/17 ISSUED FOR PERMIT A 10/30/17 ISSUED FOR REVIEW No. Dote Revision Client: verizonv 24"x36' SCALE NOT TO SCALE 11'e17' SCALE: NOT TO SCALE ELECTRICAL LPS DETAIL 4 24'x36' WAIF• NOT TO SCALE POWER TRANSFER INTEGRATED LOAD CENTER DETAIL 11"x17" Sr4IF NOT TO SCALE 3 ANTENNA COAX JUMPER ,- � I 1 RADIO SCABINET 92 AWG TINNED SOLID COPPER EXOTHERMICALLY WELDED TO GROUND RING ANTENNA COAX CABLES �GPS ANTENNA VALMONT UNIVERSAL PIPE ADAPTER KIT B1534 ANTENNA COAXIAL GROUNDS ANTENNA COAXIAL GROUND BAR iWAVEGUIDE BRIDGE R2 AWG TINNED SOLID COPPER IN 3/4" PVC EXOTHERMICALLY WELDED TO GROUND RING CABINET SITES #2 AWG TINNED SOLID COPPER EXOTHERMICALLY WELDED TO GROUND RING Implementotion Team: CROWN CASTLE 1505 WESTLAKE AVE N, SUITE 800 SEATTLE. WA 98109 A&E Team: Wei MORRISON HERSHFIELD 600 STEWART ST, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 www.morrisonhemhfield.com Project Info: BU# 856360 SOUTHCENTER 15700 NELSON PL TUKWILA, WA 98055 Drawing Title: ELECTRICAL & GROUNDING DETAILS Project Number. 7170282 Start Dote: 10/25/17 Drafter: JS Designer. LB Project Manager: RKL Professional of Record: RL Revision No: Sheet No: 24-x36" SCALE NOT TO SCALE 11'x17' SCALE: NOT TO SCALE WAVEGUIDE BRIDGE 2 24'x36" SCALE: NOT TO crAlF 11"x17' SCALE: NOT TO SCALE NOT USED 1 A E-6 TYPE TA TYPE VN TYPE NC TPF SS TYPE W ,.,0 TYPE VS TYPE ft... VIII ri - TYPE PT `•IIIVIII TYPE CT � 1 TYPE GY 9 TYPE or GR TYPE CI 0 n FINISH GRADE TOP OF GRAVEL 30' DEEP INSPECTION WELL OR EOUNALENT I I-1 11-1 I I I I —1 I 1-1 11-1 1 III—III—III—I I- 11=1 1-1 1-1 i ,a o o =1 11=1 11=1 1= I —III—III—O�o:oa°4aoo°11=III-III-' -111=1110 -111- -111 00 00 0000� °rPo°o O° °°°°-1 I I —I r o°g o°I 3/4" CRUSHED STONE OR ° °O —I, EQUAL FILL TEST WELL TO WITHIN 8' OF TOP 00 oocPO, 00 0600 #2 SOUD TINNED _P 00 COPPER CONDUCTOR 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) MAIN CONDUCTOR. CALDWELO TYPE 'GT" COPPER CABLE CADWELD TYPE 'TA' 3/4'x10' COPPER CLAD STEEL GROUND ROD 00 NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OM6510N5. NO VARIATIONS OR 1J001FICATIONS TO WORK SHOWN SHALL RE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REV1510N. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIEID CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL HE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. JASON M. CEGIIA PROFESSIONAL ENGINEER STATE OF WASHINGTON 52513 CONSTRUCTION 24"x36' SCALE NOT TO SCALE 11'07' SCALE NOT TO SCALE CADWELD GRND CONNECTION DETAIL 9 24'x36' SCALE NOT TO sr-mF GRND ROD WITH ACCESS AREA 11'3c17' SCALE NOT TO crsIF 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 C 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 BAR. INSTALLED BY GENERAL CONTRACTOR 0 0 0 0 0 ;A 0 0 0 0 0 0 0 0 0 0 0 0 O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 EXOTHERMIC WELD (TYP.) O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 #2 AWG SOUD BARE TINNED COPPER GROUND WIRE 0 ) 0 TO ANTENNAS COAX JUMPER (TYP.) CONNECTOR WEATHERPROOFING KIT (TYP.) SEE NOTE 2 ANTENNA CABLE TO BTS EQUIPMENT (IYP.) WEATHERPROOFING KIT (TYP.) GROUND KIT (TYP.) #6 AWG ISOLATE FROM TOWER HALO W/ #2 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 NOTES. 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPUED OR RECOMMENDED BY CABLE MANUFACTURER. 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT. COLD SHRINK SHALL NOT BE USED. 0 12/11/17 ISSUED FOR PERMIT A 10/30/17 ISSUED FOR REVIEW No. Dote Revision Client: verizonv Implementation Team: OriN CROWN v CASTLE 1505 WESTLAKE AVE N, SUITE 800 SEATTLE, WA 98109 24'x36' SCALE NOT TO SCALE 11'07' SCSI C. NOT TO SCALE GROUND BAR DETAIL 6 24'x36' SCALE: NOT TO SCALE 11'x17' SCALE NOT TO ¢1SIF 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 CAUTIONARY TAPE COMPACTED BACKFILL W/ SATISFACTORY NATIVE OR IMPORTED SOIL TELEPHONE CONDUITS COMPACTED SAND ELECTRICAL CONDUITS COMPACTED SAND BED GRADE SEE NOTE 1 —I I 1-11 I—III-111-1111—III 1- EXOTHERMIC WELD NOTES• 1. GROUND UNE TO BE A MIN. OF 30' OR BELOW FROST UNE, 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" A&E Team: mn MORRISON HERSHFIELD 600 STEWART ST, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 v vw.morrisonhel0hfield.com Project Info: BU# 856360 SOUTHCENTER 15700 NELSON PL TUKWILA WA 98055 Drawing Title: ELECTRICAL & GROUNDING DETAILS Project Number. 7170282 Start Date: 10/25/17 Drafter: JS Designer. LB Project Manager: RKL Professional of Record: RL Revision No: Sheet No: 24'x36' SCALE: NOT TO SCALE 11'3c17' SCALE NOT TO SCALE NOT USED 3 24'x36' SCALE: NOT TO CrSIF 11'x17' SCALE NOT TO SCALE POWER/TELCO TRENCH 2 24'x36' SCALE: NOT TO SCALE 11'3(17' SCALE: NOT TO SCALE GROUND ROD 1 A E-7