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HomeMy WebLinkAboutPermit PL12-030 - CROWN CASTLE / MECKLER RON - SPRINT WIRELESS TELECOM FACILITY TYPE 1SPRINT NV TUKWILA SE03XC408 12200 51ST PL S P L 12-030 L 1 2-032 WIRELESS TELECOMMUNICATIONS FACILITY -TYPE 1 City of Tukwila Jim Haggerton, Mayor • Department of Community Development Jack Pace, Director December 4, 2012 NOTICE OF DECISION TO: Ron Meckler, Applicant BNSF Railway Company, Property Owner Crown Castle obo Sprint Spectrum 24100 Western Center Blvd. 8547 154th Avenue NE Fort Worth, TX 76131 Redmond, WA 98052 Ronaid.Meckler@CrownCastle.com This letter serves as- a notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval I. PROJECT INFORMATION Project File Number: L12-032, PL12-030 Applicant: Ron Meckler, Crown Castle, obo Sprint Spectrum Type of Permit Applied for: Type 1 Wireless Telecommunications Facilities Permit Project Description: Approval of a Type I Wireless Telecommunication Facilities Permit in upgrade existing antennas, cabinets and associated cabling on a existing wireless facilities tower. Location: Parcel NO: 00023800003. This tower is located at 12200 51St Place South. Associated Files: Electrical permits issued through the City of Tukwila will be required for service alteration to energize new MMBS cabinet and new BBW cabinet and for any other electrical service work this is anticipated but not noted on the plans, per article 85.13 (B), Washington electrical code. Building permit is not required for scope of work stated on the submitted plans. Comprehensive Plan Manufacturing/Industrial Center -Heavy (MIC/H) Designation/Zoning District: SM Page 1 of 3 12/04/2012 HAL.12-032 Sprint colocation\L12-032 NOD.doc 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington. 98188 0 Phone 206-431-3670 • Fax: 206-43.1-3665 H. DECISION SEPA Determination: The City SEPA Responsible Official has previously determined that this application does not require a SEPA threshold determination because it is categorically exempt. Decision on Substantive Permit: The City Community Development Director has determined that the application for a Type 1 Wireless Telecommunications Facility does comply with applicable City and state code requirements and has approved that application without conditions. III. YOUR APPEAL RIGHTS The Decision on this Permit Application is a Type l decision pursuant to Tukwila Municipal Code § 18.104.010. Other land use applications related to this project may still be pending. One administrative appeal to the City Hearing Examiner of the Decision on the Permit itself is permitted. A party who is not satisfied with the outcome of the Hearing Examiner appeal process may file an appeal in King County Superior Court from the Hearing Examiner's decision. IV. PROCEDURES AND TIME FOR APPEALING In order to appeal the Community Development Director decision on the Permit Application, a written notice of appeal must be filed with the Department of Community Development within 14 days of the issuance of this Decision, that is by December 18, 2012. The requirements for such appeals are set forth in Tukwila Municipal Code ch. 18.116. All appeal materials shall be submitted to the Department of Community Development. Appeal materials MUST include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. A statement identifying the decision being appealed and the alleged errors in the decision, including any specific challenge to an MDNS. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. Appeal fee of $541 plus retainer. 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. SM Page 2 of 3 12/04/2012 HAL12-032 Sprint colocation\Ll2-032 NOD.doc 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. 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 Stacy MacGregor, who may be contacted at 206-433-7166 or via email at stacy.macg_regor@tukwilawa.gov for further information. Property owners affected by this decision may request a change in valuation for their property tax purposes. Contact the King County Assessor's Office for further information regarding property tax valuation changes. Department of Community Development City of Tukwila SM Page 3 of 3 12/04/2012 HAL12-032 Sprint colocation\L12-032 NOD.doc City of Tukwila Department of Community Development NOTIFICATION: FILE NUMBER: APPLICANT: PROPERTY OWNER: REQUEST: LOCATION: ASSOCIATED PERMITS: SEPA DETERMINATION COMPREHENSIVE PLAN DESIGNATION: ZONE DESIGNATION STAFF: STAFF REPORT TO THE DIRECTOR PREPARED December 4, 2012 Notification is not required for a Type I land use application. L12-032, PL12-030 Ron Meckler, Crown Castle (obo Sprint Spectrum) BNSF Burlington Northern Railway Company Jim Haggerton, Mayor Jack Pace, Director Approval of a Type I Wireless Telecommunication Facilities Permit in upgrade existing antennas, cabinets and associated cabling on a existing wireless facilities tower. Parcel NO: 00023800003. This tower is located at 12200 51st Place South. Electrical permits issued through the City of Tukwila will be required for service alteration to energize new MMBS cabinet and new BBW cabinet and for any other electrical service work this is anticipated but not noted on the plans, per article 85.13 (B), Washington electrical code. Building permit is not required for scope of work stated on the submitted plans. Exempt Manufacturing/Industrial Center -Heavy (MIC/H) Manufacturing/Industrial Center -Heavy (MIC/H) Stacy MacGregor, Assistant Planner ATTACHMENTS: Project Plans for Permit L12-032 FINDINGS SM Page 1 of 5 12/04/2012 HAL12-032 Sprint colocationT12-032 SR.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 Vicinity/Site Information Project Description The applicant is requesting approval of a Type I Wireless Telecommunication Facilities [WCF] Permit to replace equipment on an existing tower at 12200 51 St Place South. The project includes: • Removal of (6) exiting panel antennas and replace with (3) new panel antennas • Remove (1) battery cabinet and replace with (1) new battery back-up cabinet • Remove and replace (1) radio equipment cabinet • Remove all existing Sprint antenna coaxial cables • Install (3) new Hybriflex fiber optic cables using the existing coax route • Install (3) new remote radio units (RRU's) The existing cellular tower is 80 feet high with the Sprint antennas to be mounted at 80 feet adjacent to the existing Sprint antennas. The existing Sprint antennas will be removed approximately six months after the new antennas are installed. Existing Development This site is part of the Burlington Northern Santa Fe rail yard. In addition to the tower, the site functions as a storage and staging area for rail containers and includes at least two buildings. Surroundinz Land Uses The property and the surrounding parcels to the north are zoned MIC/H. To the immediate east are rail lines and freeway. To the south and west, the adjacent properties are zoned LDR. BACKGROUND In 2006, the City adopted a Wireless Facilities Chapter (TMC 18.71) to the Zoning Code. The chapter provides specific location and design requirements for the placement of WCF within the City of Tukwila. The WCF being modified was originally approved by the City in 1997 (L97-0030) through a conditional use permit. Location Selection Tukwila Municipal Code (TMC) provides a hierarchy of appropriate locations within the City. Generally, co -locations and utilizing existing structures are favored over the development of new standalone WCF within the City. TABLE A Type of Permit Required, Based on Type of Wireless Communication Facility ZONING (1) TYPE OF FACILITY RESIDENTIAL COMMERCIAL INDUSTRIAL Transmission Tower co -location Type 1 Type 1 Type 1 Adding antennas to an existing tower Type 1(2) Type 1(2) Type 1(2) Utility pole co -location Type 2 Type 2 Type 2 Concealed building attached Type 2(3) Type 2(3) Type 2(3) Non -concealed building attached Type 2 Type 2 Type 1 New tower or waiver request Type 4 Type 4 Type 4 (1) 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 SM Page 2 of 5 12/04/2012 HAL12-032 Sprint colocation\L.12-032 SR.doc (2) Provided the height of the tower does not increase and the square footage of the enclosure area does not increase. (3) An applicant may request to install a non -concealed building attached facility, under TMC Section 18.58.150. The applicant is adding additional antennas to an existing tower. This decision does not require the use of any new facilities for placement of the new antennas. Design Standards The City provides specific design standards for the placement of WCF within the City of Tukwila. The table below indicates if the applicant's proposal complies with required standards. Table 1(See TMC 18.58.070 for further details) General Requirements Project Project Not Notes does does Applicab comply not le comply 1. Generators or other X The applicant has not proposed a new generator. devices which will create noise must comply with TMC 8.22 regarding noise. 2.13usiness License X Sprint has applied for a business license (00008547). Requirement 3. Only safety signage must X The applicant does not propose any signage. be placed on the WCF. 4. Accommodations for X Parking is not affected by this modification. parking for maintenance personal must be provided. 5. Towers shall either X No change to the existing tower is proposed. maintain a galvanized steel finish or be painted a neutral color so as to reduce its visual obtrusiveness. 6. The design of all buildings X No new buildings or structures are proposed. and ancillary structures shall use materials, colors, textures, screening, and landscaping that will blend the tower facilities to the natural setting and built environment. 7. Antennas shall have the The existing pole is galvanized steel. No change to the same color scheme as the color of the existing antennas and equipment is proposed. structure they are located on. The current equipment color blends with the pole color. 8. WCF poles and towers X No lighting is proposed. shall only have safety lights if required by a government agency. 9. No advertising is X No advertising is proposed. permitted on WCF sM Page 3 of 5 12/04/2012 H:\L12-032Spfintcolocation\LI2-032 SR.doc 10. Each service provider X No change to the existing equipment enclosure is shall be limited to an proposed. equipment enclosure of 360 square feet. Table 2 (See TMC 18.58.090 for additional information) Adding Antennas to Project Project Not Notes Existing WCF Tower- does does Applicab Specific Development comply not le Standards comply 1. When adding antennas to X No change to the previously approved tower height of 80' existing WCF towers, height is proposed. must not exceed what was approved under the original application to construct the tower. 2. Antennas shall be painted Antennas and ancillary equipment will be painted to to match the color scheme of match the existing tower color. tower. 3. There is no limit on the X number of antennas that may be located on an existing tower. 4. Feed lines and coaxial X Cables shall be routed within the tower. The jumper cables shall be located within cables will be painted to match the antennas. the tower. Those exposed shall be painted to match tower. 5. A new cabinet shall be The existing and proposed equipment cabinets will be located within the equipment located within the existing, slatted, fenced equipment enclosure that was approved enclosure approved as file number L97-0030. as part of the original application, or it will require a Type 2 decision. 6. Setbacks shall not apply X There is no change to the existing equipment enclosure. when an applicant installs new antennas on an existing tower and uses an existing equipment enclosure. If the equipment enclosure is increased, it must meet setbacks. CONCLUSIONS 1. The proposed modifications to the existing antenna 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 Tables 1 and 2, the project meets all applicable development standards for a Type 1 WCF. SM Page 4 of 5 12/04/2012 HAL12-032 Sprint colocationT12-032 SR.doc 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. RECOMMENDATIONS The recommendation to the Director of Community Development is to approve this application for a Type I Wireless Telecommunication Facility permit as applied for by Crown Castle for Sprint without conditions. INFORMATIONAL ITEMS A City of Tukwila electrical permit is required for service alteration. SM Page 5 of 5 12/04/2012 HAL.12-032 Sprint colocationT12-032 SR.doc CAC)WNTL November 29, 2012 City of Tukwila Department of Community Development 6300 Southcenter Blvd. Tukwila, WA 98188 Re: Design Criteria Compliance Sprint Network Vision Project Site SE03XC408 TUKWILA 12200 51ST Place S Crown Castle Tel: 425-202-2763 Ron Meckler Mobile: 206-384-2454 8547 154th Avenue NE Fax: 724-416-6261 Redmond, WA 98052 Ronald. Meckler@crowncastle.com DEC 0 3 2012 RECEIVED COMMUNITY DEC 0 3 20121 DENELOPN EMITCOMMUNITY I� DEVELOPMENT In response to the November 2, 2012 Notice of Incomplete Application, please find response to the City's code requirements for wireless communication facilities. 18.58.070 General Requirements. The following shall apply to all wireless communication facilities regardless of the type of facility: 1. Noise — Any facility that requires a generator or other device which will create noise must demonstrate compliance with TMC Chapter 8.22, "Noise". A noise report, prepared by an acoustical engineer, shall be submitted with any application to construct and operate a wireless communication facility that will have a generator or similar device. The City may require that the report be reviewed by a third party expert at the expense of the applicant. Response: There is no generator proposed for in this application. The two existing equipment cabinets will be changed out for new cabinets, so there will be no change in noise as a result of the modification. 2. Business license requirement — Any person, corporation or entity that operates a wireless communication facility within the City shall have a valid business license issued annually by the City. Any person, corporation or other business entity which owns a tower also is required to obtain a business license on an annual basis. Response: The business license for the tower has been approved. 3. Signage — Only safety signs or those mandated by other government entities may be located on wireless communication facilities. No other types of signs are permitted on wireless communication facilities. Response: There is no additional signage proposed. 4. Parking —Any application must demonstrate that there is sufficient space for temporary parking for regular maintenance of the proposed facility. Response: Parking is available on the site, and the right to use the parking area is included in the lease agreement. 5. Finish - A tower shall either maintain a galvanized steel finish or, subject to any applicable standards of the FAA or FCC, be painted a neutral color so as to reduce its visual obtrusiveness. Response: The tower is galvanized steel. No change is proposed. 6. Design - The design of all buildings and ancillary structures shall use materials, colors, textures, screening and landscaping that will blend the tower facilities with the natural setting and built environment. Response: The tower is galvanized steel. No change is proposed. There are no other structures on the site. This is a rail yard. 7. Color -All antennas and ancillary facilities located on buildings or structures other than towers shall be of a neutral color that is identical to or closely compatible with the color of the supporting structure so as to make the antenna and ancillary facilities as visually unobtrusive as possible. Response: The tower is galvanized steel. The new antennas and equipment will blend with the monopole. See photo at the bottom of this section. No change is proposed. 8. Lighting -Towers shall not be artificially lighted unless required by the FAA, FCC or other applicable authority. If lighting is required, the reviewing authority shall review the lighting altematives and approve the design that would cause the least disturbance to the surrounding areas. No strobe lighting of any type is permitted on any tower. Response: No lighting exists or is proposed. 9. Advertising -No advertising is permitted at wireless communication facility sites or on any ancillary structure or facilities equipment compound. Response: No advertising exists or is proposed. 10. Equipment Enclosure -Each applicant shall be limited to an equipment enclosure of 360 square feet at each site. However, this restriction shall not apply to enclosures located within an existing commercial, industrial, residential or institutional building. Response: No enclosure exists or is proposed. 18.58.080 Electrical Transmission Tower Co -Location -Specific Development Standards. 1. Height — The height must not exceed what was approved under the original application to construct the tower. If the height shall exceed what was originally approved, approval as a Type 2 decision is required for any height which will be less than the maximum height of the zone. Response: The height of the tower will not be increased. 2. Antenna aesthetics — Antennas shall be painted to match the color scheme of the tower. Response: The color of the new antennas will be painted to match the existing antennas. A paint note has been added to Sheet A-5 of the plan set. 3. Antenna intensity — There is no limit on the number of antennas that may be located on an existing tower. Response: The quantity of antennas on the existing monopole will be decreased by three. Please refer to the PROJECT DESCRIPTION on Sheet T-1, and the ANTENNA PLANS on Sheet A-4. 4. Feed lines and coaxial cables — Feed lines and coaxial cables shall be located within the tower. 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. Response: The Hybriflex cables will be installed inside of the monopole. The jumper cables will be painted to match the antennas. See paint note added to Sheet A-5. 5. Cabinet equipment — A new cabinet shall be located within the equipment enclosure that was approved as part of the original application. If the applicant wishes to expand the equipment enclosure from what was approved by the City or County under the previous application, the applicant shall seek a wireless communication facility (Type 2) application for only the equipment enclosure increase. Response: The new radio equipment cabinet and battery back-up cabinets will be installed within the existing equipment compound. The footprint of the equipment compound will not be changed. 6. Setbacks — Setbacks shall not apply when an applicant installs new antennas on an existing tower and uses an existing equipment enclosure. If the equipment enclosure is increased, it must meet setbacks. Response: The footprint of the equipment compound will not be changed. See EQUIPMENT PLANS on Sheet A-3 A summary of the work planned for this site is: • Remove (6) existing panel antennas (2 per sector) • Install (3) new panel antennas (1 per sector) • Remove (1) battery cabinet • Remove (1) radio equipment cabinet • Install (1) new radio equipment cabinet • Install (1) new battery back-up cabinet • Remove all existing Sprint antenna coaxial cables • Install (3) new Hybriflex fiber optic cables using the existing coax route (1 per sector) • Install (3) new remote radio units (RRU's) THE HEIGHT OF THE EXISTING TOWER WILL NOT BE INCREASED, NOR WILL THE FOOTPRINT OF THE EXISTING EQUIPMENT COMPOUND BE CHANGED. There will be, approximately, a 6 month overlap with both the existing equipment and new equipment in place. This overlap is necessary for Sprint to upgrade all of their equipment in the area before they shut down and remove the old equipment. The final configuration, once the project is completed, will not increase the number of cables, cabinets, or panel antennas. Crown Castle is the owner and operator of the wireless facility at the above address. Crown Castle believes the existing structure will comply with all FAA regulations and applicable standards with the improvements and alterations proposed in this permit application. Furthermore, Crown Castle states that the proposed installation, repair, operation, upgrading, maintenance and removal of antennas shall be lawful and in compliance with all applicable laws, orders, ordinances and regulations of the state, and local authorities having jurisdiction. Crown Castle further agrees to remove the facility within one year after all of the site's tenants discontinue use of the facility or the facility falls into disrepair, and restore the site to its pre-existing condition. Thank you for your assistance. Sincerely, Ronald Meckler, Property Specialist West Area Crown Castle USA Enclosures: Revised Sheet A-5 (4 copies) Notice of Incomplete Application City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Sent via email to Ronald.meckler@crowncastle.com No hard copy to follow NOTICE OF INCOMPLETE APPLICATION November 2, 2012 Ronald Meckler, Crown Castle c/o Sprint Spectrum 8547 150 Ave. NE Redmond, WA 98052 RE: Sprint NV_TUKWILA_SE03XC408 L 12-032, PL 12-030 Dear Mr. Meckler, Your application for a Type 1 cell tower is incomplete. A complete application requires you to provide all of the following: a. A letter from the applicant describing compliance with the City's Code requirements. See the attached application for a list of the criteria that needs to be addressed. b. Apply for (or provide a copy of) a business license for the tower. Any person, corporation or entity that operates a wireless communication facility within the City shall have a valid business license issued annually by the City. Any person, corporation or other business entity which owns a tower also is required to obtain a business license on an annual basis. Upon receipt of these items, the City will re -review them for completeness and will email you written notification of completeness or incompleteness within 14 days. This application will expire if we do not receive the additional information within ninety days of the date of this letter unless an extension is granted pursuant to Section 18.104.070(E). If you have any questions with this matter you may call me at 206-433-7166 or email at stacy.macgregor@tukwilawa.gov. Sincerely, Stacy MacGregor Assistant Planner SM Page 1 of 1 11/01/2012 C:\Users\RMecklerWnpData\Local\Microsoft\Windows\Temnorary Internet Files\Content.Outlook\Y4ZAOPKS\NOIC.doc 6300 Southcenter Boulevard, Suite #100 - Tukwila, Washington 98188 - Phone 206-431-3670 - Fax: 206-431-3665 City of Tukwila Jim Haggerton, Mayor • Department of Community Development Jack Pace, Director Sent via email to Ronald.meckler@crowncastle.com No hard copy to follow NOTICE OF INCOMPLETE APPLICATION November 2, 2012 Ronald Meckler, Crown Castle c/o Sprint Spectrum 8547 154`h Ave. NE Redmond, WA 98052 RE: Sprint NV_TUKWILA_SE03XC408 L12-032, PL12-030 Dear Mr. Meckler, Your application for a Type 1 cell tower is incomplete. A complete application requires you to provide all of the following: a. A letter from the applicant describing compliance with the City's Code requirements. See the attached application for a list of the criteria that needs to be addressed. /*1 b. Apply for (or provide a copy of) a business license for the tower. Any person, corporation or 5 entity that operates a wireless communication facility within the City shall have a valid business license issued annually by the City. Any person, corporation or other business entity which owns a tower also is required to obtain a business license on an annual basis. Upon receipt of these items, the City will re -review them for completeness and will email you written notification of completeness or incompleteness within 14 days. This application will expire if we do not receive the additional information within ninety days of the date of this letter unless an extension is granted pursuant to Section 18.104.070(E). If you have any questions with this matter you may call me at 206-433-7166 or email at stacy.macgregor@tukwilawa.gov. Sincerely, acy �MacGregor Assistant Planner SM Page 1 of 1 11/01/2012 HA 12-032 Sprint colocation\NOIC.doe 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone 206-431-3670 • Fax: 206-431-3665 File Numbers City of Tukwila Department of Community Development 1908 L12-032 PL12-030 LAND USE PERMIT ROUTING FORM TO: Building ❑❑ Public Works 0 Fire Dept. ❑❑ Police Department Project: Sprint NV_TUKWILA_SE03XC408 Address: 12200 51 st Place S Parcel: 0003800003 Date transmitted: 11/01/2012 Response requested by: November 16 Staff coordinator: Stacy MacGregor Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials asneede Replacement of existing antenna with new antenna on an existing cell tower. b 9 �C � e) 6r:,-:7-4zOlC4,-z-� -ems �(FA 'pT�-E� SOT- 00 - too � �G �� ��t � �Gv �t t�C�� � G' cTL �S `�(�C'�.1c.4.1� Co � � e Plan check date: i ©E BIZ Comments prepared by: 11 Update date: City of Tukwila Department of Community Development File Numbers L12-032 PL12-030 LAND USE PERMIT ROUTING FORM TO: F Building ❑❑ Public Works L lire Dept. ❑❑ Police Department Project: Sprint NV_TUKWILA_SE03XC408 Address: 12200 51st Place S Parcel: 0003800003 Date transmitted: 11/01/2012 Response requested by: November 16 Staff coordinator: Stacy MacGregor Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials asneede Replacement of existing antenna with new antenna on an existing cell tower. �a (-014(. cA5 ���`Xs �ime, r Plan check date: Comments prepare Sl Update date: City of Tukwila Department of Community DeviMCEIVED Nov 012012 TUKWILA PUBLIC WORKS File Numbers L12-032 PL12-030 LAND USE PERMIT ROUTING FORM TO: ❑ Building Public Works ❑❑ Fire Dept. 0 Police Department Project: Sprint NV_TUKWILA_SE03XC408 Address: 12200 51 st Place S Parcel: 0003800003 Date transmitted:.11/01/2012 Response requested by: November 16 Staff coordinator: Stacy MacGregor Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials asneede Replacement of existing antenna with new antenna on an existing cell tower. (Pu1$L1 C. "AkS kA5, No Plan check date: Comments prepared by: Update date: 4 -4 CR)VVN 3�LE October 3, 2012 City of Tukwila Department of Community Development 6300 Southcenter Blvd. Tukwila, WA 98188 Re: Project Description Sprint Network Vision Project Site SE03XC408 TUKWILA 1220051 ST Place S Crown Castle Tel: 425-202-2763 Ron Meckler Mobile: 206-384-2454 8547 154th Avenue NE Fax: 724-416-6261 Redmond, WA 98052 Ronald. Meckler@crowncastle.com RECEIVED OCT, 0 4 20121 COMMUNITY DEVELOPMENT My name is Ron Meckler and I am a planning consultant with Crown Castle for zoning and permitting services. Our client, Sprint PCS, is in the process of a national update and modernization of its wireless service. The project requires swapping out their existing antennas for new antennas, as well as updating cabinets and associated cabling at all of their existing wireless facility sites. A summary of the work planned for this site is: • Remove (6) existing panel antennas (2 per sector) • Install (3) new panel antennas (1 per sector) • Remove (1) battery cabinet • Remove (1) radio equipment cabinet • Install (1) new radio equipment cabinet • Install (1) new battery back-up cabinet • Remove all existing Sprint antenna coaxial cables • Install (3) new Hybriflex fiber optic cables using the existing coax route (1 per sector) • Install (3) new remote radio units (RRU's) THE HEIGHT OF THE EXISTING TOWER WILL NOT BE INCREASED, NOR WILL THE FOOTPRINT OF THE EXISTING EQUIPMENT COMPOUND BE CHANGED. There will be, approximately, a 6 month overlap with both the existing equipment and new equipment in place. This overlap is necessary for Sprint to upgrade all of their equipment in the area before they shut down and remove the old equipment. The final configuration, once the project is completed, will not increase the number of cables, cabinets, or panel antennas. Crown Castle is the owner and operator of the wireless facility at the above address. Crown Castle believes the existing structure will comply with all FAA regulations and applicable standards with the improvements and alterations proposed in this permit application. Furthermore, Crown Castle states that the proposed installation, repair, operation, upgrading, maintenance and removal of antennas shall be lawful and in compliance with all applicable laws, orders, ordinances and regulations of the state, and local authorities having jurisdiction. Crown Castle further agrees to remove the facility within one year after all of the site's tenants discontinue use of the facility or the facility falls into disrepair, and restore the site to its pre-existing condition. Thank you for your assistance. Sincerely, I /��- a4zq'--- Ronald Meckler, Property Specialist West Area Crown Castle USA RECEIVED OCT: 0 4 20121 COMMUNI11i' DEVELOP1tr�T Date: May 21, 2012 Erica Lee Crown Castle 5350 North 48th Street Suite 305 Chandler, AZ 85226 (480) 734-2406 i Tower Engineering Professionals 3703 Junction Boulevard Raleigh, NC 27603 (919) 661-6351 crown@tegarour).net Subject: Structural Analysis Report Carrier Designation: Sprint PCS Co -Locate *SNV* Interim Carrier Site Number: SE03XC408 Carrier Site Name: N/A Crown Castle Designation: Engineering Firm Designation: Site Data: Dear Erica Lee, Crown Castle BU Number: 880338 Crown Castle Site Name: Tukwila Crown Castle JDE Job Number: 176129 Crown Castle Work Order Number: 495203 Crown Castle Application Number: 147497 Rev. 3 TEP Project Number: 123285 12400 51st PL. S, Tukwila, King County, WA 98178 Latitude 47029'38'; Longitude-122016' 14" 80 Foot - Monopole Tower Tower Engineering Professionals is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural 'Statement of Work' and the terms of Crown Castle Purchase Order Number 465569, in accordance with application 147497, revision 3. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC5: Existing + Interim Equipment (Existing + Proposed) Sufficient Capacity Note: See Table I and Table II for the proposed and existing loading, respectively. The analysis has been performed in accordance with the ANSI/TIA-222-G-2-2009 Structural Standard for Antenna Supporting Structures and Antennas — Addendum 2 and the 2009 International Building Code based upon a wind speed of 85 mph with 3-second gust and exposure category C. All modifications and equipment proposed in this report shall be installed in accordance with the appurtenances listed in Tables 1 and 2 and the attached drawing for the determined available structural capacity to be effective. We at Tower Engineering Professionals appreciate the opportunity of providing our continuing professional services to you and Crown Castle. If you have any questions or need further assistance on this or any other projects please give us a call. _ A6d6AL.& Structural analysis prepared by: Rosemarie Fang, P.E. Respectfully submitted by: William H. Martin, P.E. 80-ft Monopole Tower Structural Analysis TEP Project Number 123285, Application 147497, Revision 3 TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 - Proposed Antenna and Cable Information Table 2 - Existing Antenna and Cable Information Table 3 - Design Antenna and Cable Information 3) ANALYSIS PROCEDURE Table 4 - Documents Provided 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 5 - Section Capacity (Summary) Table 6 - Tower Component Stresses vs. Capacity 4.1) Recommendations 5) APPENDIX A tnxTower Output 6) APPENDIX B Base Level Drawing 7) APPENDIX C Additional Calculations May 21, 2012 CCI BU No 880338 Page 2 tnxTower Report - version 6.0.4.0 80-ft Monopole Tower Structural Analysis TEP Project Number 123285, Application 147497, Revision 3 1) INTRODUCTION May 21, 2012 CCI BU No 880338 Page 3 This tower is an 80-ft monopole tower designed by Valmont in July of 1996. The tower was originally designed for a wind speed of 85 mph with no ice, 74 mph with 0.5 inch ice, and 50 mph under service loads per TIA/EIA- 222-E for the appurtenances listed in Table 3. TEP did not visit the site. All information provided to TEP was assumed to be accurate and complete. 2) ANALYSIS CRITERIA The analysis has been performed in accordance with the ANSI/TIA-222-G-2-2009 Structural Standard for Antenna Supporting Structures and Antennas — Addendum 2 using a 3-second gust wind speed of 85 mph with no ice, 30 mph with 0.25 inch ice thickness and 60 mph under service loads with the following design criteria: 1) Type of Analysis: Feasibility Structural Analysis 2) Classification of Structure: Class 11 Definition: Structures used for services that due to height, use or location represent a significant hazard to human life and/or damage to property in the event of failure and/or used for services that may be provided by other means. 3) Exposure Category: Exposure C Definition: Open terrain with scattered obstructions having heights generally less than 30-ft. This category includes flat, open country, grasslands and shorelines in hurricane prone regions. 4) Topographic Category: Category 1 Definition: No abrupt changes in general topography, e.g. flat or rolling terrain, no wind speed-up consideration shall be required. 5) Earthquake Category: Not Considered Commentary: Earthquake effects may be ignored per this standard when the total seismic shear is less than 50% of the total horizontal wind load without ice. Seismic Base Shear = 2.56 kips. (Site Location Ss=1.481) Table 1 - Proposed Antenna and Cable Information Center Number Number Feed Mounting Line of Antenna Antenna Model of Feed Line Note Level (ft) Elevation Antennas Manufacturer Lines Size (in) (ft) 2 I Andrew f HBXX-9014DS-A2M I I I w/ Mount Pipe 77 77 1 RFS Celwave APXVRRI3-C-A20 w/ Mount Pipe Samsung _ _ 3 lTelecommunications! RRH-P4 Notes: - - -- - — - - - - - - --- --- - -.. - ---- - 1) See "Appendix B - Base Level Drawing" for assumed feed line configuration. tnxTower Report - version 6.0.4.0 80-ft Monopole Tower Structural Analysis TEP Project Number 123285, Application 147497, Revision 3 Table 2 - Existina Antenna and Cable Information May 21, 2012 y CCI BU No 880338 Page 4 Mounting Center Line Number Antenna Number Feed Level (ft) Elevation of Manufacturer Antenna Model of Feed Line Note (ft) Antennas Lines Size (in) 6 Dapa 58010 w/ Mount Pipe ", 6 7/8 1 77 77 _ 1 Tower Mounts T-Arm Mount [TA 602-3] f ! 2 66 2 EMS Wireless RR65-19-OODP w/ Mount Pipe ' 1 Andrew TMBX-6516-R2M � w/ Mount Pipe 65 61 2 Andrew TMBXX-6516-R2M 12 7!8 2 w/ Mount Pipe 63 1 Andrew TMBXX-6516-R2M w/ Mount-Pipe- 6 Andrew L E15SO8P74 8 61 Y 1 : Tower Mounts T-Arm Mount [TA 602-3] j Notes: 1) Equipment to remain temporarily 2) Existing equipment Table 3 - Desian Antenna and Cable Information Center Number Number Feed Mounting Line °f Antenna Antenna Model of Feed Line Level (ft) Elevation Antennas Manufacturer Lines Size (in) (ft) 97 97 12--� - Unkndown - 13.42com LFacelPlatform 80 80 12 Swedcom ALP 9212-N I - - -- — — 1 Unknown 13.42' Face Platform - 3) ANALYSIS PROCEDURE Table 4 - Documents Provided Document I Remarks I Reference I Source Geotechnical Reports Pacific Testing Labs 1581821 CClsites Tower Foundation Valmont 1954919 CClsites Drawings/Design/Specs Tower Manufacturer Drawings Valmont 1954920 CClsites Tower Structural Analysis Crown Castle 2778739 it CClsites Reports 3.1) Analysis Method tnxTower (version 6.0.4.0), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. tnxTower Report - version 6.0.4.0 80-ft Monopole Tower Structural Analysis TEP Project Number 123285, Application 147497, Revision 3 3.2) Assumptions May 21, 2012 CCI BU No 880338 Page 5 1) The tower and foundation were built in accordance with the manufacturer's specifications. 2) The tower and foundation have been maintained in accordance with the manufacturer's specification. 3) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2, and "Appendix B — Base Level Drawing". 4) When applicable, transmission cables are considered as structural components for calculating wind loads as allowed by the standard. 5) All tower components are in sufficient condition to carry their full design capacity. 6) Serviceability with respect to antenna twist, tilt, roll, or lateral translation, is not checked and is left to the carrier or tower owner to ensure conformance. 7) All antenna mounts and mounting hardware are structurally sufficient to carry the full design capacity requirements of appurtenance wind area and weight as provided by the original manufacturer specifications. It is the carrier's responsibility to ensure compliance to the structural limitations of the existing and/or proposed antenna mounts. TEP did not perform a site visit to verify the size, condition or capacity of the antenna mounts and did not analyze antennas supporting mounts as part of this structural analysis report. This analysis may be affected if any assumptions are not valid or have been made in error. Tower Engineering Professionals should be notified to determine the effect on the structural integrity of the tower. 4) ANALYSIS RESULTS Table 5 - Section Capacity (Summary) Section Elevation (ft) Component Size Critical P (lb) 40'P_allow % icapacityl Pass / Fail I No. Type Element (lb) L I Ou - 00 rule L2 ° 56 - 27.4167 Pole L3 27.4167 - 0 Pole 1 rG4.dX 1 J.DXu.L I J I , 44uy.Ouu I I ZOy /u.uvu 1 u.0 TP29.58x23.062x0.281 r 2-7387.650 1798690.000 21.7 TP34.5x28.10lx0.313 3 12348.700 2338780.000' 30.3 ' T _ Summary Pole (1-3) ' 30.3 j RATING = 30.3 Table 6 - Tower Component Stresses vs. Caoacitv rass Pass Pass Pass Pass Notes Component % Capacity Pass / Fail 1 Anchor Rods 27.9 Pass 1 Base Plate - - -15.8 Pass 2 Base Foundation — Design Reaction Comparison 61.7 Pass Structure Rating (max from all components) = 61.7% Notes: 1) See additional documentation in "Appendix C - Additional Calculations" for calculations supporting the % capacity listed. 2) Capacities calculated are based on comparisons to design reactions and do not represent an actual analysis of the foundation. Design reactions include a 1.35 factor as allowed by ANSI/TIA-222-G-2-2009 Section 15.5.1 tnxTower Report - version 6.0.4.0 80-ft Monopole Tower Structural Analysis TEP Project Number 123285, Application 147497, Revision 3 4.1) Recommendations May 21, 2012 CCI BU No 880338 Page 6 1) If the load differs from that described in Tables 1 and 2 of this report, "Appendix B — Base Level Drawing" or the provisions of this analysis are found to be invalid, another structural analysis should be performed. 2) The tower and its foundation have sufficient capacity to carry the existing and proposed loads. No modifications are required at this time. tnxTower Report - version 6.0.4.0 80-ft Monopole Tower Structural Analysis TEP Project Number 123285, Application 147497, Revision 3 APPENDIX A TNXTOWER OUTPUT May 21, 2012 CCI BU No 880338 Page 7 tnxTower Report - version 6.0.4.0 80.0 ft 56.0 it 27.4 ft 0.0 ft DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION (2) 58010 w/ Mount Pipe 77 2.4" Dia. x 4-ft 77 APXVRR13-C-A20 w/ Mount Pipe 77 2.4" Dia. x 4-ft 77 RRH-P4 77 T-Arm Mount [TA 602-31 77 2.4" Dia. x 4-1t 77 (2) E15S08P74 61 2.4" Dia. x 4-ft 77 TMBX-6516-R2M w/ Mount Pipe 61 (2) 58010 w/ Mount Pipe 77 TMBXX-6516-R2M w/ Mount Pipe 61 HBXX-9014DS-A2M w/ Mount Pipe 77 (2) E15SOBP74 61 RRH-P4 77 TMBXX-6516-R2M w/ Mount Pipe 61 2.4" Dia. x 4-ft 77 RR65-19-OODP w/ Mount Pipe 61 2.4" Dia. x 4-ft 77 RR65-19-OODP w/ Mount Pipe 61 (2) 58010 w/ Mount Pipe 77 (2) E15SO8P74 61 HBXX-9014DS-A2M w/ Mount Pipe 77 TMBXX-6516-R2M w/ Mount Pipe 61 RRH-P4 77 T-Arm Mount [TA 602-3] 61 TOWER DESIGN NOTES 1. Tower is located in King County, Washington. 2. Tower desiqned for Exposure C to the TIA-222-G Standard. 3. Tower desiqned for a 85 mph basic wind in accordance with the TIA-222-G Standard. 4. Tower is also designed for a 30 mph basic wind with 0.25 in ice. Ice is considered to increase in thickness with height. 5. Deflections are based upon a 60 mph wind. 6. Tower Structure Class II. 7. Topographic Category 1 with Crest Height of 0.000 ft 8. TOWER RATING: 30.3% LL REACTIONS RE FACTORED AXIAL 15259 lb MOMENT i 486471b-it ORQUE 104 lb-ft h WIND - 0.250 in ICE AXIAL 12352lb Lr- MOMENT 483999 lb-ft TORQUE 816 lb-ft REACTIONS - 85 mph WIND Tower Engineering Professionals ob: TUKWILA (BU#880338 3703 Junction Blvd. Project: TEP#123285 Raleigh, NC 27603 Chen, Crown Castle Drawn by: RF Appd: TEP Phone: (919) 661-6351 code: TIA-222-G Date:05/21/12 Scale: NTS FAX: 919 661-6350 Path' Q:13285 TukW[alSt muraNnxTomrlinteom1880338 in m.e Dwg No E-1 tnxTower Tower Engineering ­J TUKWILA (BU#880338 Page 1 of 12 Project Date Professionals TEP#123285 10:53:38 05/21/12 3703 Junction Blvd. Raleigh, NC27603 Client Designed b g y Phone: (919) 661-6351 Crown Castle RF FAX: (919) 661-6350 Tower Input Data There is a pole section. This tower is designed using the TIA-222-G standard. The following design criteria apply: Tower is located in King County, Washington. Basic wind speed of 85 mph. Structure Class II. Exposure Category C. Topographic Category 1. Crest Height 0.000 ft. Nominal ice thickness of 0.250 in. Ice thickness is considered to increase with height. Ice density of 56 pcf. A wind speed of 30 mph is used in combination with ice. Temperature drop of 50 'F. Deflections calculated using a wind speed of 60 mph. A non -linear (P-delta) analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. Local bending stresses due to climbing loads, feedline supports, and appurtenance mounts are not considered. Consider Moments - Legs Consider Moments - Horizontals Consider Moments - Diagonals Use Moment Magnification Use Code Stress Ratios Use Code Safety Factors - Guys Escalate Ice Always Use Max Kz Use Special Wind Profile Include Bolts In Member Capacity Leg Bolts Are At Top Of Section Secondary Horizontal Braces Leg Use Diamond Inner Bracing (4 Sided) Add BC .6D+W Combination Options Distribute Leg Loads As Uniform Assume Legs Pinned Assume Rigid Index Plate Use Clear Spans For Wind Area Use Clear Spans For KUr Retension Guys To Initial Tension Bypass Mast Stability Checks Use Azimuth Dish Coefficients Project Wind Area of Appurt. Autocalc Torque Arm Areas SR Members Have Cut Ends Sort Capacity Reports By Component Triangulate Diamond Inner Bracing Treat Feedline Bundles As Cylinder Use ASCE 10 X-Brace Ly Rules Calculate Redundant Bracing Forces Ignore Redundant Members in FEA SR Leg Bolts Resist Compression All Leg Panels Have Same Allowable Offset Girt At Foundation Consider Feedline Torque Include Angle Block Shear Check Poles Include Shear -Torsion Interaction Always Use Sub -Critical Flow Use Top Mounted Sockets Tapered Pole Section Geometry Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft ft ft Sides in in in in Ll 80.000-56.000 24.000 4.000 12 19.500 24.300 0.219 0.876 A572-65 (65 ksi) L2 56.000-27.417 32.583 4.583 12 23.062 29.580 0.281 1.124 A572-65 (65 ksi) L3 27.417-0.000 32.000 12 28.101 34.500 0.313 1.252 A572-65 tnxTower Tower Engineering Joy TUKWILA (BU#880338 Page 2 of 12 Project Date Professionals TEP#123285 10:53:38 05/21/12 3703 Junction Blvd. Raleigh, NC27603 Client Designed by Phone: (919) 661-6351 Crown Castle RF FAX: (919) 661-6350 Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft ft ft Sides in in in in (65 ksi) Tapered Pole Properties Section Tip Dia. Area I r C I/C J It/Q w w/t in in, in' in in in3 in, in, in L1 20.188 13.597 645.171 6.903 10.101 63.872 1307.291 6.692 4.639 21.183 25.157 16.981 1256.925 8.621 12.587 99.856 2546.872 8.358 5.925 27.057 L2 24.704 20.613 1365.421 8.156 11.946 114.298 2766.713 10.145 5.428 19.315 30.623 26.510 2904.735 10.489 15.322 189.574 5885.781 13.048 7.174 25.532 L3 30.041 28.007 2760.355 9.948 14.556 189.632 5593.227 13.784 6.692 21.381 35.717 34.456 5140.071 12.239 17.871 287.621 10415.178 16.958 8.407 26.86 Tower Gusset Gusset Gusset Grade Adjust. Factor Adjust. Weight Mult. Double Angle Double Angle Elevation Area Thickness Ap Factor Stitch Bolt Stitch Bolt (per face) Ar Spacing Spacing Diagonals Horizontals ft f? in in in Ll 1 1 1 80.000-56.000 L2 1 1 1 56.000-27.417 L3 1 1 1 27.417-0.000 Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Component Placement Total CAAA Weight or Shield Type Number Leg ft ftz/ft plf Safety Line 3/8 C No CaAa (Out Of 80.000 - 0.000 1 No Ice 0.037 0.220 Face) 1/2" Ice 0.137 0.750 LDF5-50A(7/8") C No Inside Pole 77.000 - 0.000 6 No Ice 0.000 0.330 1/2" Ice 0.000 0.330 TYPE 1(1-1/4") C No Inside Pole 77.000 - 0.000 3 No Ice 0.000 0.500 1/2" Ice 0.000 0.500 LDF5-50A(7/8") C No Inside Pole 61.000 - 0.000 12 No Ice 0.000 0.330 1/2" Ice 0.000 0.330 Step Pegs (3/4" SR) 7-in. C No CaAa (Out Of 80.000 - 0.000 1 No Ice 0.035 0.167 w/30" step Face) 1/2" Ice 0.135 0.853 Feed Line/Linear Appurtenances Section Areas Tower Tower Face AR AF CAAA CAAA Weight Section Elevation In Face Out Face ft ff? f? f? f? lb Ll 80.000-56.000 A 0.000 0.000 0.000 0.000 0.000 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 1.740 102.168 Ah tnxTower Tower Engineering TUKWILA (BU#880338 Page3 of 12 Project Date Professionals TEP#123285 10:53:38 05/21/12 3703 Junction Blvd. Raleigh, NC27603 Client Designed by Phone: (919)661-6351 Crown Castle RF FAX: (919) 661-6350 Tower Tower Face AR AF CAAA CAAA Weight Section Elevation In Face Out Face ft fr ft2 fie ft2 lb L2 56.000-27.417 A 0.000 0.000 0.000 0.000 0.000 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 2.072 223.722 L3 27.417-0.000 A 0.000 0.000 0.000 0.000 0.000 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 1.988 214.590 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face Ice AR AF CAAA CAAA Weight Section Elevation or Thickness In Face Out Face ft Leg in ft, ft, f? Jill lb Ll 80.000-56.000 A 0.537 0.000 0.000 0.000 0.000 0.000 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 6.897 134.312 L2 56.000-27.417 A 0.511 0.000 0.000 0.000 0.000 0.000 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 8.214 262.004 L3 27.417-0.000 A 0.457 0.000 0.000 0.000 0.000 0.000 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 7.594 248.950 Feed Line Center of Pressure Section Elevation CPx CPZ CPx CPT Ice Ice ft in in in in L1 80.000-56.000 -0.088 0.051 -0.301 0.174 L2 56.000-27.417 -0.088 0.051 -0.310 0.179 L3 27.417-0.000 -0.089 0.051 -0.307 0.177 Shielding Factor Ka Tower Feed Line Description Feed Line IKa Ka Section I Record No. iSegmentElev.1 No Ice I Ice Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft 0 ft ftz ft, lb ft (2) 58010 w/ Mount Pipe A From Leg 4.000 0.000 77.000 No Ice 3.616 3.116 30.862 0.000 1 /2" Ice 4.029 3.826 61.239 Ah Adhk tnxTower Tower Engineering J°sw TUKWILA (BU#880338 Page 4 of 12 Project Date Professionals TEP#123285 10:53:38 05/21/12 3703 Junction Blvd. Raleigh, NC27603 Client Designed by Phone: (919) 661-6351 Crown Castle R F FAX: (919) 661-6350 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft 0 ft frz lb ft ft 0.000 APXVRRI3-C-A20 w/ A From Leg 4.000 60.000 77.000 No Ice 7.590 3.926 52.318 Mount Pipe -2.000 1/2" Ice 8.113 4.678 101.285 0.000 RRH-P4 A From Leg 4.000 60.000 77.000 No Ice 3.191 2.075 59.500 -2.000 1/2" Ice 3.439 2.292 82.597 0.000 2.4" Dia. x 4-ft A From Leg 4.000 0.000 77.000 No Ice 0.871 0.871 14.640 0.000 1/2" Ice 1.116 1.116 22.020 0.000 2.4" Dia. x 4-ft A From Leg 4.000 0.000 77.000 No Ice 0.871 0.871 14.640 2.000 1/2" Ice 1.116 1.116 22.020 0.000 (2) 58010 w/ Mount Pipe B From Leg 4.000 0.000 77.000 No Ice 3.616 3.116 30.862 0.000 1/2" Ice 4.029 3.826 61.239 0.000 HBXX-9014DS-A2M w/ B From Leg 4.000 35.000 77.000 No Ice 6.176 4.525 48.932 Mount Pipe -2.000 1/2" Ice 6.655 5.205 96.045 0.000 RRH-P4 B From Leg 4.000 35.000 77.000 No Ice 3.191 2.075 59.500 -2.000 1/2" Ice 3.439 2.292 82.597 0.000 2.4" Dia. x 4-ft B From Leg 4.000 0.000 77.000 No Ice 0.871 0.871 14.640 0.000 1/2" Ice 1.116 1.116 22.020 0.000 2.4" Dia. x 4-ft B From Leg 4.000 0.000 77.000 No Ice 0.871 0.871 14.640 2.000 1/2" Ice 1.116 1.116 22.020 0.000 (2) 58010 w/ Mount Pipe C From Leg 4.000 -40.000 77.000 No Ice 3.616 3.116 30.862 0.000 1/2" Ice 4.029 3.826 61.239 0.000 HBXX-9014DS-A2M w/ C From Leg 4.000 0.000 77.000 No Ice 6.176 4.525 48.932 Mount Pipe -2.000 1/2" Ice 6.655 5.205 96.045 0.000 RRH-P4 C From Leg 4.000 0.000 77.000 No Ice 3.191 2.075 59.500 -2.000 1/2" Ice 3.439 2.292 82.597 0.000 2.4" Dia. x 4-ft C From Leg 4.000 0.000 77.000 No Ice 0.871 0.871 14.640 0.000 1/2" Ice 1.116 1.116 22.020 0.000 2.4" Dia. x 4-ft C From Leg 4.000 0.000 77.000 No Ice 0.871 0.871 14.640 2.000 1/2" Ice 1.116 1.116 22.020 0.000 T-Arm Mount [TA 602-3] C None 0.000 77.000 No Ice 11.590 11.590 774.300 1/2" Ice 15.440 15.440 990.354 (2) E15S08P74 A From Leg 4.000 -30.000 61.000 No Ice 0.306 0.674 11.000 0.000 1/2" Ice 0.392 0.786 15.827 0.000 TMBX-6516-R2M w/ Mount A From Leg 4.000 -30.000 61.000 No Ice 3.980 3.571 29.450 Pipe 6.000 1/2" Ice 4.362 4.237 62.604 4.000 TMBXX-6516-R2M w/ A From Leg 4.000 -30.000 61.000 No Ice 7.083 5.242 56.500 Mount Pipe -6.000 1/2" Ice 7.637 6.117 109.723 2.000 (2) E15S08P74 B From Leg 4.000 -10.000 61.000 No Ice 0.306 0.674 11.000 0.000 1/2" Ice 0.392 0.786 15.827 tnxTower Tower Engineering NIS TUKWILA (BU#880338 Page5 of 12 Project Date Professionals TEP#123285 10:53:38 05/21/12 3703 Junction Blvd. Raleigh, NC27603 Client Designed b g y Phone: (919) 661-6351 Crown Castle R F FAX. (919) 661-6350 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft 0 ft ft2 ft lb ft ft 0.000 TMBXX-6516-R2M w/ B From Leg 4.000 -10.000 61.000 No Ice 7.083 5.242 56.500 Mount Pipe 6.000 1/2" Ice 7.637 6.117 109.723 4.000 RR65-19-OODP w/ Mount B From Leg 4.000 -10.000 61.000 No Ice 5.867 4.225 37.900 Pipe -6.000 1/2" Ice 6.325 5.188 80.002 5.000 RR65-19-OODP w/ Mount C From Leg 4.000 0.000 61.000 No Ice 5.867 4.225 37.900 Pipe -6.000 1/2" Ice 6.325 5.188 80.002 5.000 (2) E15S08P74 C From Leg 4.000 0.000 61.000 No Ice 0.306 0.674 11.000 0.000 1/2" Ice 0.392 0.786 15.827 0.000 TMBXX-6516-R2M w/ C From Leg 4.000 0.000 61.000 No Ice 7.083 5.242 56.500 Mount Pipe 6.000 1/2" Ice 7.637 6.117 109.723 4.000 T-Arm Mount [TA 602-3] C None 0.000 61.000 No Ice 11.590 11.590 774.300 1/2" Ice 15.440 15.440 990.354 Load Combinations Comb. Description No. I Dead Only 2 1.2 Dead+1.6 Wind 0 deg - No Ice 3 0.9 Dead+1.6 Wind 0 deg - No Ice 4 1.2 Dead+1.6 Wind 30 deg - No Ice 5 0.9 Dead+1.6 Wind 30 deg - No Ice 6 1.2 Dead+1.6 Wind 60 deg - No Ice 7 0.9 Dead+1.6 Wind 60 deg - No Ice 8 1.2 Dead+1.6 Wind 90 deg - No Ice 9 0.9 Dead+1.6 Wind 90 deg - No Ice 10 1.2 Dead+1.6 Wind 120 deg - No Ice 11 0.9 Dead+I.6 Wind 120 deg - No Ice 12 1.2 Dead+1.6 Wind 150 deg - No Ice 13 0.9 Dead+l .6 Wind 150 deg - No Ice 14 1.2 Dead+1.6 Wind 180 deg - No Ice 15 0.9 Dead+1.6 Wind 180 deg - No Ice 16 1.2 Dead+l .6 Wind 210 deg - No Ice 17 0.9 Dead+1.6 Wind 210 deg - No Ice 18 1.2 Dead+1.6 Wind 240 deg - No Ice 19 0.9 Dead+1.6 Wind 240 deg - No Ice 20 1.2 Dead+1.6 Wind 270 deg - No Ice 21 0.9 Dead+1.6 Wind 270 deg - No Ice 22 1.2 Dead+1.6 Wind 300 deg - No Ice 23 0.9 Dead+1.6 Wind 300 deg - No Ice 24 1.2 Dead+1.6 Wind 330 deg - No Ice 25 0.9 Dead+1.6 Wind 330 deg - No Ice 26 1.2 Dead+1.0 Ice+1.0 Temp 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp tnxTower Tower Engineering Job TUKWILA (BU#880338 Page 6 of 12 Project Date Professionals TEP#123285 10:53:38 05/21/12 3703 Junction Blvd. Raleigh, NC 27603 Client Designed by Phone: (919) 661-6351 Crown Castle RF FAX: (919) 661-6350 Comb. Description No. 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+ 1.0 Temp 31 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+l .0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 39 Dead+Wind 0 deg - Service 40 Dead+Wind 30 deg - Service 41 Dead+Wind 60 deg - Service 42 Dead+Wind 90 deg - Service 43 Dead+Wind 120 deg - Service 44 Dead+Wind 150 deg - Service 45 Dead+Wind 180 deg - Service 46 Dead+Wind 210 deg - Service 47 Dead+Wind 240 deg - Service 48 Dead+Wind 270 deg - Service 49 Dead+Wind 300 deg - Service 50 Dead+Wind 330 deg - Service Maximum Member Forces Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment Comb. lb lb-ft lb-ft Ll 80 - 56 Pole Max Tension 30 0.000 0.006 -0.000 Max. Compression 26 -5927.784 568.796 -85.067 Max. Mx 20 -4210.831 53313.967 -1082.501 Max. My 14 -4214.937 1378.777 -52053.195 Max. Vy 20 -4891.757 53313.967 -1082.501 Max. Vx 14 4790.083 1378.777 -52053.195 Max. Torque 16 -739.255 L2 56 - 27.4167 Pole Max Tension 1 0.000 0.000 0.000 Max. Compression 26 -9678.838 616.238 -112.457 Max. Mx 20 -7388.347 219830.297 -2578.767 Max. My 14 -7391.247 2895.521 -215713.52 5 Max. Vy 20 -7028.242 219830.297 -2578.767 Max. Vx 14 6926.582 2895.521 -215713.52 5 Max. Torque 16 -775.190 L3 27.4167 - 0 Pole Max Tension 1 0.000 0.000 0.000 Max. Compression 26 -15258.514 678.177 -148.218 Max. Mx 20 -12348.733 482121.067 -4278.463 Max. My 14 -12348.814 4606.184 -474762.90 5 Max. Vy 20 -9345.163 482121.067 -4278.463 Max. Vx 14 9245.095 4606.184 -474762.90 5 Max. Torque 16 -816.155 Maximum Reactions tnxTower "v" TUKWILA (BU#880338 Project Tower Engineering Professionals TEP#123285 3703 Junction Blvd. Raleigh, NC27603 Client Phone: (919) 661-6351 Crown Castle FAX: (919) 661-6350 Location Condition Gov. Vertical Horizontal, X Horizontal, Z Load lb lb lb Comb. Pole Max. Vert 26 15258.514 0.000 0.000 Max. H, 21 9263.912 9340.999 -52.207 Max. H. 2 12351.883 -52.207 9240.995 Max. Mx 2 474657.752 -52.207 9240.995 Max. M. 8 481359.577 -9341.000 52.207 Max. Torsion 4 811.142 -4715.712 8029.040 Min. Vert 13 9263.912 -4625.287 -7976.833 Min. H. 8 12351.883 -9341.000 52.207 Min. H. 14 12351.883 52.207 -9240.995 Min. Mx 14 -474762.906 52.207 -9240.995 Min. M, 20 -482121.066 9341.000 -52.207 Min. Torsion 16 -816.160 4715.712 -8029.040 Tower Mast Reaction Summary Page 7 of 12 Date 10:53:38 05/21/12 Designed by RF Load Vertical Shear, Shearl Overturning Overturning Torque Combination Moment, M, Moment, M lb lb lb lb-ft lb-ft lb-ft Dead Only 10293.236 0.000 0.000 43.040 310.837 0.000 1.2 Dead+1.6 Wind 0 deg - No 12351.883 52.207 -9240.995 -474657.752 -3845.259 -782.030 Ice 0.9 Dead+1.6 Wind 0 deg - No 9263.912 52.207 -9240.995 -473162.516 -3925.836 -780.760 Ice 1.2 Dead+1.6 Wind 30 deg - No 12351.883 4715.712 -8029.040 -413170.141 -244149.435 -811.142 Ice 0.9 Dead+1.6 Wind 30 deg - No 9263.912 4715.712 -8029.040 -411869.069 -243465.607 -810.134 Ice 1.2 Dead+1.6 Wind 60 deg - No 12351.883 8115.646 -4665.710 -240960.757 -418931.181 -624.709 Ice 0.9 Dead+1.6 Wind 60 deg - No 9263.912 8115.646 -4665.710 -240206.019 -417692.121 -624.225 Ice 1.2 Dead+1.6 Wind 90 deg - No 12351.883 9341.000 -52.207 -4172.842 -481359.577 -273.267 Ice 0.9 Dead+1.6 Wind 90 deg - No 9263.912 9340.999 -52.207 -4170.200 -479923.178 -273.426 Ice 1.2 Dead+1.6 Wind 120 deg - 12351.883 8063.439 4575.285 233748.105 -414706.870 150.838 No Ice 0.9 Dead+1.6 Wind 120 deg - 9263.912 8063.439 4575.285 232994.374 -413483.871 150.079 No Ice 1.2 Dead+1.6 Wind 150 deg - 12351.883 4625.287 7976.833 409051.298 -236831.033 536.353 No Ice 0.9 Dead+1.6 Wind 150 deg - 9263.912 4625.287 7976.833 407739.553 -236175.010 535.191 No Ice 1.2 Dead+1.6 Wind 180 deg - 12351.883 -52.207 9240.995 474762.906 4606.110 780.540 No Ice 0.9 Dead+1.6 Wind 180 deg - 9263.912 -52.207 9240.995 473241.024 4493.476 779.276 No Ice 1.2 Dead+1.6 Wind 210 deg - 12351.883 -4715.712 8029.040 413275.709 244910.221 816.160 No Ice 0.9 Dead+1.6 Wind 210 deg - 9263.912 -4715.712 8029.040 411947.885 244033.199 815.131 No Ice 1.2 Dead+1.6 Wind 240 deg - 12351.883 -8115.646 4665.710 241066.572 419692.287 631.305 No Ice 0.9 Dead+1.6 Wind 240 deg - 9263.912 -8115.646 4665.710 240285.018 418259.950 630.793 No Ice 1.2 Dead+1.6 Wind 270 deg - 12351.883 -9341.000 52.207 4278.490 482121.066 274.934 Ift Ah tnxTower Tower Engineering Jor, TUKWILA (BU#880338 Page 8 of 12 Project Date Professionals TEP#123285 10:53:38 05/21/12 3703 Junction Blvd. Raleigh, NC27603 Client Designed by Phone. (919) 661-6351 Crown Castle R F FAX. (919) 661-6350 Load Vertical Shear, Shears Overturning Overturning Torque Combination Moment, M,r Moment, Al. lb lb lb lb ft lb-ft lb ft No Ice 0.9 Dead+1.6 Wind 270 deg - 9263.912 -9340.999 52.207 4249.075 480491.293 275.088 No Ice 1.2 Dead+1.6 Wind 300 deg - 12351.883 -8063.439 -4575.285 -233642.871 415468.424 -155.677 No Ice 0.9 Dead+1.6 Wind 300 deg - 9263.912 -8063.439 -4575.285 -232915.807 414052.034 -154.898 No Ice 1.2 Dead+1.6 Wind 330 deg - 12351.883 -4625.287 -7976.833 -408946.310 237592.267 -542.772 No Ice 0.9 Dead+1.6 Wind 330 deg - 9263.912 -4625.287 -7976.833 -407661.169 236742.935 -541.582 No Ice 1.2 Dead+1.0 Ice+1.0 Temp 15258.514 0.000 0.000 148.218 678.177 0.000 1.2 Dead+1.0 Wind 0 deg+1.0 15258.514 4.437 -924.915 -47086.872 343.097 -103.826 Ice+1.0 Temp 1.2 Dead+1.0 Wind 30 deg+1.0 15258.514 470.125 -803.218 -40934.843 -23508.734 -85.758 Ice+1.0 Temp 1.2 Dead+1.0 Wind 60 deg+1.0 15258.514 809.843 -466.300 -23773.718 -40874.770 -44.721 Ice+1.0 Temp 1.2 Dead+1.0 Wind 90 deg+1.0 15258.514 932.565 -4.437 -201.804 -47101.797 8.286 Ice+1.0 Temp 1.2 Dead+1.0 Wind 120 15258.514 805.406 458.615 23464.824 -40521.290 59.069 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 150 15258.514 462.440 798.781 40884.715 -22896.489 94.034 deg+1.0 lce+1.0 Temp 1.2 Dead+1.0 Wind 180 15258.514 -4.437 924.915 47390.222 1050.057 103.817 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 210 15258.514 -470.125 803.218 41240.052 24903.010 85.788 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 240 15258.514 -809.843 466.300 24078.155 42269.831 44.760 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 270 15258.514 -932.565 4.437 505.178 48497.142 -8.275 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 300 15258.514 -805.406 -458.615 -23162.519 41916.337 -59.096 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 330 15258.514 -462.440 -798.781 -40581.369 24289.646 -94.070 deg+1.0 Ice+1.0 Temp Dead+Wind 0 deg - Service 10293.236 14.547 -2574.890 -131958.402 -858.300 -169.066 Dead+Wind 30 deg - Service 10293.236 1313.976 -2237.194 -114860.732 -67679.399 -198.426 Dead+Wind 60 deg - Service 10293.236 2261.326 -1300.043 -66974.533 -116281.084 -174.756 Dead+Wind 90 deg - Service 10293.236 2602.755 -14.547 -1130.876 -133640.612 -104.443 Dead+Wind 120 deg - Service 10293.236 2246.779 1274.847 65027.521 -115106.516 -6.190 Dead+Wind 150 deg - Service 10293.236 1288.780 2222.647 113773.571 -65644.959 93.861 Dead+Wind 180 deg - Service 10293.236 -14.547 2574.890 132045.785 1490.873 168.948 Dead+Wind 210 deg - Service 10293.236 -1313.976 2237.194 114948.139 68311.964 198.812 Dead+Wind 240 deg - Service 10293.236 -2261.326 1300.043 67061.959 116913.665 175.266 Dead+Wind 270 deg - Service 10293.236 -2602.755 14.547 1218.296 134273.218 104.575 Dead+Wind 300 deg - Service 10293.236 -2246.779 -1274.847 -64940.124 115739.130 5.818 Dead+Wind 330 deg - Service 10293.236 -1288.780 -2222.647 -113686.193 66277.557 -94.359 Solution Summary Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ % Error Comb. lb lb lb lb lb lb 0.000-10293.236 0.000 0.000 10293.236 0.000 0.000% 52.207-12351.883-9240.995-52.207 12351.883 9240.995 0.000% 52.207-9263.912-9240.995-52.207 9263.912 9240.995 0.000% 4715.712-12351.883-8029.040-4715.712 12351.883 8029.040 0.000% Ah Ah WxTower Tower Engineering in TUKWILA (BU#880338 Page 9 of 12 Project Date Professionals TEP#123285 10:53:38 05/21/12 3703 Junction Blvd. Raleigh, NC 27603 Client Designed b g Y Phone: (919) 661-6351 Crown Castle R F FAX: (919) 661-6350 Load Comb. PX lb Sum of Applied Forces PY lb PZ lb PX lb Sum of Reactions PY lb PZ lb % Error 5 4715.712 -9263.912 -8029.040 -4715.712 9263.912 8029.040 0.000% 6 8115.646 -12351.883 -4665.710 -8115.646 12351.883 4665.710 0.000% 7 8115.646 -9263.912 -4665.710 -8115.646 9263.912 4665.710 0,000% 8 9340.999 -12351.883 -52.207 -9341.000 12351.883 52.207 0.000% 9 9340.999 -9263.912 -52.207 -9340.999 9263.912 52.207 0.000% 10 8063.439 -12351.883 4575.285 -8063.439 12351.883 -4575.285 0.000% 11 8063.439 -9263.912 4575.285 -8063.439 9263.912 -4575.285 0.000% 12 4625.287 -12351.883 7976.833 -4625.287 12351.883 -7976.833 0.000% 13 4625.287 -9263.912 7976.833 -4625.287 9263.912 -7976.833 0.000% 14 -52.207 -12351.883 9240.995 52.207 12351.883 -9240.995 0.000% 15 -52.207 -9263.912 9240.995 52.207 9263.912 -9240.995 0.000% 16 -4715.712 -12351.883 8029.040 4715.712 12351.883 -8029.040 0.000% 17 -4715.712 -9263.912 8029.040 4715.712 9263.912 -8029.040 0.000% 18 -8115.646 -12351.883 4665.710 8115.646 12351.883 -4665.710 0.000% 19 -8115.646 -9263.912 4665.710 8115.646 9263.912 -4665.710 0.000% 20 -9340.999 -12351.883 52.207 9341.000 12351.883 -52.207 0.000% 21 -9340.999 -9263.912 52.207 9340.999 9263.912 -52.207 0.000% 22 -8063.439 -12351.883 -4575.285 8063.439 12351.883 4575.285 0.000% 23 -8063.439 -9263.912 -4575.285 8063.439 9263.912 4575.285 0.000% 24 -4625.287 -12351.883 -7976.833 4625.287 12351.883 7976.833 0.000% 25 -4625.287 -9263.912 -7976.833 4625.287 9263.912 7976.833 0.000% 26 0.000 -15258.514 0.000 0.000 15258.514 0.000 0.000% 27 4.437 -15258.514 -924.915 -4.437 15258.514 924.915 0.000% 28 470.125 -15258.514 -803.218 -470.125 15258.514 803.218 0.000% 29 809.843 -15258.514 -466.300 -809.843 15258.514 466.300 0.000% 30 932.564 -15258.514 -4.437 -932.565 15258.514 4.437 0.000% 31 805.406 -15258.514 458.615 -805.406 15258.514 -458.615 0.000% 32 462.439 -15258.514 798.781 -462.440 15258.514 -798.781 0.000% 33 -4.437 -15258.514 924.915 4.437 15258.514 -924.915 0.000% 34 -470.125 -15258.514 803.218 470.125 15258.514 -803.218 0.000% 35 -809.843 -15258.514 466.300 809.843 15258.514 -466.300 0.000% 36 -932.564 -15258.514 4.437 932.565 15258.514 -4.437 0.000% 37 -805.406 -15258.514 -458.615 805.406 15258.514 458.615 0.000% 38 -462.439 -15258.514 -798.781 462.440 15258.514 798.781 0.000% 39 14.547 -10293.236 -2574.890 -14.547 10293.236 2574.890 0.000% 40 1313.976 -10293.236 -2237.194 -1313.976 10293.236 2237.194 0.000% 41 2261.326 -10293.236 -1300.043 -2261.326 10293.236 1300.043 0.000% 42 2602.755 -10293.236 -14.547 -2602.755 10293.236 14.547 0.000% 43 2246.779 -10293.236 1274.847 -2246.779 10293.236 -1274.847 0.000% 44 1288.780 -10293.236 2222.647 -1288.780 10293.236 -2222.647 0.000% 45 -14.547 -10293.236 2574.890 14.547 10293.236 -2574.890 0.000% 46 -1313.976 -10293.236 2237.194 1313.976 10293.236 -2237.194 0.000% 47 -2261.326 -10293.236 1300.043 2261.326 10293.236 -1300.043 0.000% 48 -2602.755 -10293.236 14.547 2602.755 10293.236 -14.547 0.000% 49 -2246.779 -10293.236 -1274.847 2246.779 10293.236 1274.847 0.000% 50 -1288.780 -10293.236 -2222.647 1288.780 10293.236 2222.647 0.000% Non -Linear Convergence Results Load Converged? Number Displacement Force Combination of Cycles Tolerance Tolerance 1 Yes 4 0.00000001 0.00000001 2 Yes 4 0.00000001 0.00007993 3 Yes 4 0.00000001 0.00005173 4 Yes 4 0.00000001 0.00017200 5 Yes 4 0.00000001 0.00010968 1 r-I tnxTower Tower Engineering J° TUKWILA (BU#880338 Page 10 of 12 Project Date Professionals TEP#123285 10:53:38 05/21/12 3703 Junction Blvd. Raleigh, NC 27603 Client Designed b g y Phone: (919) 661-6351 Crown Castle R F FAX: (919) 661-6350 6 Yes 4 0.00000001 0.00025280 7 Yes 4 0.00000001 0.00016214 8 Yes 4 0.00000001 0.00006268 9 Yes 4 0.00000001 0.00004057 10 Yes 4 0.00000001 0.00018055 11 Yes 4 0.00000001 0.00011518 12 Yes 4 0.00000001 0.00016521 13 Yes 4 0.00000001 0.00010537 14 Yes 4 0.00000001 0.00008852 15 Yes 4 0.00000001 0.00005726 16 Yes 4 0.00000001 0.00025929 17 Yes 4 0.00000001 0.00016632 18 Yes 4 0.00000001 0.00017170 19 Yes 4 0.00000001 0.00010904 20 Yes 4 0.00000001 0.00005444 21 Yes 4 0.00000001 0.00003523 22 Yes 4 0.00000001 0.00018774 23 Yes 4 0.00000001 0.00011977 24 Yes 4 0.00000001 0.00020930 25 Yes 4 0.00000001 0.00013403 26 Yes 4 0.00000001 0.00000001 27 Yes 4 0.00000001 0.00006257 28 Yes 4 0.00000001 0.00006273 29 Yes 4 0.00000001 0.00006268 30 Yes 4 0.00000001 0.00006206 31 Yes 4 0.00000001 0.00006196 32 Yes 4 0.00000001 0.00006224 33 Yes 4 0.00000001 0.00006320 34 Yes 4 0.00000001 0.00006539 35 Yes 4 0.00000001 0.00006625 36 Yes 4 0.00000001 0.00006576 37 Yes 4 0.00000001 0.00006494 38 Yes 4 0.00000001 0.00006341 39 Yes 4 0.00000001 0.00000001 40 Yes 4 0.00000001 0.00000001 41 Yes 4 0.00000001 0.00000001 42 Yes 4 0.00000001 0.00000001 43 Yes 4 0.00000001 0.00000001 44 Yes 4 0.00000001 0.00000001 45 Yes 4 0.00000001 0.00000001 46 Yes 4 0.00000001 0.00000001 47 Yes 4 0.00000001 0.00000001 48 Yes 4 0.00000001 0.00000001 49 Yes 4 0.00000001 0.00000001 50 Yes 4 0.00000001 0.00000001 Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. o° Ll A 80 - 56 4.034 47 0.382 0.002 L2 60 - 27.4167 2.475 47 0.350 0.002 L3 32 - 0 0.768 47 0.211 0.001 Critical Deflections and Radius of Curvature - Service Wind tnxTower TUKWILA (BU#880338 Tower Engineering Project Professionals TEP#123285 3703 Junction Blvd. Raleigh, NC27603 Client Phone: (919) 661-6351 Crown Castle FAX: (919) 661-6350 11 of 12 Date 10:53:38 05/21 /12 Designed by RF Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Goad Curvature ft Comb. in o oft 77.000 (2) 58010 w/ Mount Pipe 47 3.795 0.379 0.002 85469 61.000 (2) E15S08P74 47 2.549 0.353 0.002 22257 Maximum Tower Deflections - Design Wind Section Elevation Harz. Gov. Tilt Twist No. Deflection Load ft in Comb. o° Ll 80 - 56 14.475 18 1.369 0.009 L2 60 - 27.4167 8.882 18 1.255 0.006 L3 32 - 0 2.757 18 0.757 0.002 Critical Deflections and Radius of Curvature- Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in oft 77.000 (2) 58010 w/ Mount Pipe 18 13.617 1.359 0.008 23936 61.000 (2) E15S08P74 18 9.150 1.265 0.006 6231 Compression Checks Pole Design Data Section Elevation Size L L. Kl/r A P. op„ Ratio No. P ft ft ft in lb lb Op„ Ll 80 - 56 0) TP24.3x 19.5x0.219 24.000 0.000 0.0 16.417 -4209.800 1126970.000 0.004 L2 56 - 27.4167 TP29.58x23.062x0.281 32.583 0.000 0.0 25.681 -7387.650 1798690.000 0.004 (2) L3 27.4167 - 0 (3) TP34.5x28.1010.313 32.000 0.000 0.0 34.456 -12348.700 2338780.000 0.005 Pole Bending Design Data Section Elevation Size M- OM- Ratio M.,. oM„,. Ratio No. M x M.,, ft lb-ft lb-ft $M- lb-ft lb-ft 0& Ll 80 - 56 (1) TP24.3xl9.5x0.219 53949.750 533733.333 0.101 0.000 533733.333 0.000 L2 56 - 27.4167 TP29.58x23.062x0.281 221049.167 1038000.000 0.213 0.000 1038000.000 0.000 (2) tnxTower Tower Engineering Jou TUKWILA (BU#880338 Page 12 of 12 Project Date Professionals TEP#123285 10:53:38 05/21/12 3703 Junction Blvd. Raleigh, NC 27603 Client Designed b g y Phone: (919)661-6351 Crown Castle R F FAX: (919) 661-6350 Section Elevation Size M,. OM_ Ratio M„, OM„,, Ratio No. M_ M„, ft lb-ft lb-ft W. lb-ft lb-ft OM",. L3 27.4167 - 0 (3) TP34.5x28.1010.313 483998.333 1626925.000 0.297 0.000 1626925.000 0.000 Pole Shear Design Data Section Elevation Size Actual OV„ Ratio Actual OT„ Ratio No. V. V. T T„ _ ft _ lb lb OV„ lb-ft lb-ft .T Ll 80 - 56 (1) TP24.3x19.5x0.219 4912.550 563487.000 0.009 631.579 1082241.667 0.001 L2 56 - 27.4167 TP29.58x23.062x0.281 7048.930 899343.000 0.008 631.428 2104733.333 0.000 (2) L3 27.4167 - 0 (3) TP34.5x28.1010.313 9365.410 1169390.000 0.008 631.304 3298900.000 0.000 Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P„ M,,, M„v. V. T. Stress Stress ft op OM„, OM„, OV„ QT Ratio Ratio L l 80 - 56 (1) 0.004 0.101 0.000 0.009 0.001 0.105 1.000 4.8.2 L2 56 - 27.4167 0.004 0.213 0.000 0.008 0.000 0.217 1.000 4.8.2 (2) L3 27.4167 - 0 (3) 0.005 0.297 0.000 0.008 0.000 0.303 1.000 4.8.2 Section Capacity Table Section Elevation Component Size Critical P qP„n- % Pass No. ft Type Element lb lb Capacity Fail L1 80-56 Pole TP24.3xl9.5x0.219 1 -4209.800 1126970.00 10.5 Pass 0 L2 56 - 27.4167 Pole TP29.58x23.0620.281 2 -7387.650 1798690.00 21.7 Pass 0 L3 27.4167-0 Pole TP34.5x28.1010.313 3 -12348.700 2338780.00 30.3 Pass 0 Summary Pole (L3) 30.3 Pass RATING = 30.3 Pass Program Version 6.0.4.0 - 1/27/2012 File:Q:/3285_Tukwila/Structural/tnxTower/Interim/880338_lnterim.eri 80-ft Monopole Tower Structural Analysis TEP Project Number 123285, Application 147497, Revision 3 APPENDIX B BASE LEVEL DRAWING May 21, 2012 CCI BU No 880338 Page 8 tnxTower Report - version 6.0.4.0 0 nw mn o0n 10 Ej Sao cf)\oo J v CL a r w.. a K vvvv 80-ft Monopole Tower Structural Analysis TEP Project Number 123285, Application 147497, Revision 3 APPENDIX C ADDITIONAL CALCULATIONS May 21, 2012 CCI BU No 880338 Page 9 tnxTower Report - version 6.0.4.0 Stiffened or Unstiffened, Ungrouted, Circular Base Plate - Any Rod Material TIA Rev G Assumption: Clear space between bottom of leveling nut and top of concrete not exceeding (1)*(Rod Diameter) Site Data BU#: 880338 Site Name: Tukwila A #: 147497 Rev 3 Pole Manufacturer: Other Anchor Rod Data Qty: Diam: Rod Material: Strength (Fu): Yield (Fy): Bolt Circle:F--4-2.2-2-1 8 in ksi ksi in 2.25 A615-J 100 75 Plate Data Diam: Thick: Grade: Single -Rod B-eff: 48.22 in in ksi In 2.375 60 13.87 Stiffener Data(Welding at both sides) Config: Weld Type: Groove Depth: Groove Angle: Fillet H. Weld: Fillet V. Weld: Width: Height: Thick: Notch: Grade: Weld str.: 0 in ** degrees <-- Disregard in in in in in ksi ksi Pole Data Diam: Thick: Grade: # of Sides: Fu Reinf. Fillet Weld 34.5 in in ksi "0" IF Round ksi „0„ if None 0.313 65 12 80 0 J Reactions Mu: 483.99 ft-kips Axial, Pu: 12,35 kips Shear, Vu: 9.36 kips Eta Factor, n 0.55 TIA G (Fig. 4-4 If No stiffeners, Criteria: I AISC LRFD <-Only Applcable to Unstiffened Cases Anchor Rod Results Max Rod (Cu+ Vu/t ): Allowable Axial, (D*Fu*Anet: Anchor Rod Stress Ratio: Base Plate Results Base Plate Stress: Allowable Plate Stress: Base Plate Stress Ratio: Ri id 72.5 Kips AISC LRFD 260.0 Kips q*Tn 27.9% Pass Flexural Check 8.5 ksi 54.0 ksi 15.8% Pass Rigid AISC LRFD W*F Y.L. Length: 24.34 n/a Stiffener Results Horizontal Weld : n/a Vertical Weld: n/a Plate Flex+Shear, fb/Fb+(fv/Fv)^2: n/a Plate Tension+Shear, fUFt+(fv/Fv)^2 n/a Plate Comp. (AISC Bracket): n/a Pole Results Pole Punching Shear Check: N n/a 0 = none, 1 = every bolt, 2 = every 2 bolts, 3 = 2 per bolt *' Note: for complete joint penetration groove welds the groove depth must be exactly 1/2 the stiffener thickness for calculation purposes CClpiate 1.5 - Circular Base G 1.3, Effective March 19, 2012 Analysis Date: 5/21/2012 RECEIVED OCT 0 4 20121 CITY OF TUKWILA COMMUNITY Department of Community Development _ DEVELOPMENT 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX: (206) 431-3665 E-mail: plannin>?2TukwilaWA._gov AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS STATE OF TEXAS ss COUNTY OF TARRANT PERMISSION TO ENTER PROPERTY The undersigned being duly sworn and upon oath states as follows: I BNSF Railway Company is 1. 44m 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 V true and correct to the best of my knowledge. 3. The application is bung submitted with my knowledge and consent. has authorized Lessee, Sprint Spectrum, through Crown Castle USA to 4. Owner ranj6 the City, its employees, agents, engineers, contractors or other representatives the right to enter upon Owner's rea I dda property, located at _ 12200 51't PL S, Tukwila, WA 98178 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 theme negligence of the City. 6. Non -responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. EXECUTED at F—o ( 3o r-A (city), (state), on Selp j , &e. 2 :5 , 20_L2 Dennis Auge - Director, BNSF Railway (Print Name) 2400 Western Center Blvd, Ft. Worth, TX 76131 (Address) (817)352-0206 (Phone (Signature) On this day personally appeared before me Dennis Auge to me known to be the individual who executed the foregoing instrument and acknowledged that he/she sig;,ed the same as leis,"Ter voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN TO BEFORE ME ON THIS DAY OF 2 Z"ei9s. ei" 20 %Z ter.-------- - ----- ---- ---- St,Ari+ DALEN E: WINTERMUTE NOTAR UBLIC 1n and for the State of Mikwkiog4s Texas Notary Public residing at 7 Lakeview Dr., Trophy Club, TX 76262 * * STATE OF TEXAS fy My Commission expires on 05/14/2014 My Comm. Exp.05/1412014 HALand Use Applications in PDF Wu-eless Commuracarion Facility-Jan201 Ldoc R!ECEjV7_:D OCT 0 4 b1f.1 CITY OF TUKWILA V op r'�aT WIRELESS TELE- Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 COMMUNICATION Telephone: (206) 431-3670 FAX- (206) 431-3665 FACILITIES E-mail: planning@TukwilaWA.gov NAME OF PROJECT/DEVELOPMENT: Sprint NV_TUKWILA_SE03XC408 LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 12200 51 st PL S, Tukwila, WA 98178 LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 000380-0003 DEVELOPMENT COORDINATOR: The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City, to whom all notices and reports will be sent. Name: Ronald Meckler, Crown Castle, obo Sprint Spectrum Address: 8547 154th Ave NE, Redmond, WA 98052 Phone: (425) 202-2763 FAX: (425) 202-2771 E-mail: ronald.meckler@Crowncastle.com Signature: f"44� ARZ6'.'� Date: AdAnMd H:\land Use Applications in PDRWireless Communication Facility-Jan201 l.doc Crown Castle Paul Schmitz District Manager 8547 154th Avenue NE Redmond, WA 98052 Crown Castle Letter of Authorization April 26, 2012 To Whom it May Concern: Tel: 425-202-2772 Mobile: 206-466-4727 Fax: 724-416-6261 paul.schmitz@crowncastle.com This letter hereby authorizes Ronald Meckler, Property Specialist, to act as our Agent in the processing of all Land Use, Zoning and Building Permit applications on structures owned by Crown Castle. If you would like additional information, please contact me at the numbers/address above. Thank you for your assistance. Sincerely, Paul Schmitz; Distr t Manager West Area Crown Castle U A The materials listed below must be submitted with your application unless specifically waived in writing the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived. Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow project review to begin and vest the applicant's rights. However, the City may require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206-431-3670 (Department of Community Development) and 206-433-0179 (Department of Public Works). cbeck items Information Required. May be waived In unusual oases, upon approval of both Public Works and mbmittW Planning Wkb Appkation APPLICATION MATERIALS: Items 1-9 are required for ALL Wireless Telecommunication Facilities. ✓ 1. Application Checklist 1 copy) indicating items submitted with application. ✓ 2. Completed Application Form and drawings 5 copies). ✓ 3. Four sets of plans prepared by a design professional. The plans shall include a vicinity map, site map, architectural elevations, method of attachment, proposed screening, location of proposed antennas, and all other information which accurately depicts the proposed project. Minimum size is 8 1/2" x l l ". Plans shall be no greater than 24" x 36". ✓ 4. Application Fee: See Land Use Fee Schedule. ✓ 5. Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property (1 copy attached). 6. SEPA Environmental Checklist. SEPA is not required when the facility: i) Is a microcell and is to be attached to an exiting structure that is not a residence or school and oes not contain a residence or a. school; l/ ii) ncludes personal wireless antennas, other than a microcell, and is to be attached to an existing structure (that may be an existing tower) that is not a residence or school and does not contain a residence or school, and the existing structure to which it is to be attached is located in a commercial, industrial, manufacturing, forest or agriculture zone; or iii) Involves constructing a personal wireless tower less than sixty feet in height that is located in a commercial, industrial, manufacturing, forest, or agricultural zone. 7. A letter from the applicant describing the proposed project and describing compliance with the Ci 's Code requirements. 8. Sensitive Area studies and proposed mitigation if required). 9. If an outdoor generator is proposed, a report prepared by an acoustical engineer demonstrating compliance with TMC Cha ter 8.22, "Noise". If the application requires a Type 2 review these additional items are needed: 10. Four sets of photo simulations that depict the existing and proposed view of the proposed facility; 11. Materials board for the screening material; 12. Landscaping plan-, 13. Letter from a radio frequency engineer that demonstrates that the facility meets Federal requirements for allowed emissions; 14. If the facility is located within a residential zone, a report from a radio frequency engineer explaining the need for the proposed wireless communication facility at that location. Additionally, the applicant shall provide detailed discussion on why the wireless communication facility cannot be located within a commercial or industrial zone. H:U.and Use Applications in PDF\Wireless Communication Facility-Jan201 l.doc NOTE: ALL NEW ANTENNAS WILL BE PAINTED TO "MATCH THE EXISTING ANTENNAS. ALL EXPOSED CABLING WILL BE PAINTED TO MATCH THE ANTENNAS. S'TO UCTURAL ANALYSIS MUST BE PREFORMED ON ALL ROOFTOPS, FLAGPOLES AND TOWER SITES BEFORE INSTALLATION OF NEW ANTENNAS, NEW RRUS, & NEW PROPOSED SPRINT ANTENNA (1900MH2) (1 PER SECTOR, 3 18 g CABINETS/TEMPORARY PLATFORM. STRUCTURAL PROVIDED BY TOTAL) MOUNTED ON A NEWDY ry AN CS.IS YO PIPE MOUNT PROPOSED SPRINT RRU'S (1900MHz) 5 MOUNTED BEHIND ANTENNA (1 PER SECTOR, 3 TOTAL) EXISTING OTHER CARRIER ANTENNAS ARRAY -EXISTING 80'-0' HIGH MONOPOLE -PROPOSED SPRINT HYBRID ROUTE INSIDE MONOPOLE F- NOTE: MATCH HEIGHT OF TOPOFNV ANTENNAS TO HEIGHT OF TOP OF EXISTING COMA ANTENNAS EXISTING SPRINT TELCO CABINET MOUNTED ON 4'X4" TUBE STEEL POST PROPOSED SPRINTe BBU CABINET 7 PROPOSED SPRINT MNIBS CABINET W 7/ PROPOSED SPRINT3&4\ GPS ANTENNA e EXISTING SPRINT UPPER ICE BRIDGE PROPOSED UAM/CIENA 3 BOX MOUNTED ON F-3 PROPOSED H-FRAME EXISTING SPRINT LOWER ICE BRIDGE EXISTING 6'-0' HIGH CHAIN LINK FENCE 1NTENNA 2 SECTOR, _8 -8 ON A VT 2RU'S (1900MH2) 5 YTENNA (1 PER ZRIER ;H MONOPOLE iYBRIPOLE e2 (POLE F- i &4 a-B E3 a-7 _CO IN COST E44 i i I I SOUTHEAST ELEVATION SOUTHWEST ELEVATION n 11[ P 2 24"x36' SCALE: 3/' 1'-0' 11'x17' SCALE: 3/3232' -1'-0' 42"4' PROPOSED SOUTHEAST & SOUTHWEST ELEVATION 0 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. I Sprint!*-0EC 0. RECEPI`12 EC 0 3 10121 COMIAUNOV DEVELORAENT nN Aon E -ram l ACIl IC i[l[COY SE [YIC [5, lLt 111 S JACKSON ST. 2NO MOOR SEAIT E. WA 9E104 PROJECT INFORMATION: NETWORK VISION MMM LAUNCH TUKWILA SE03XC408/880338 12400 51 ST PL S TUKWILA, WA 98178 KING COUNTY ISSUE DATE: 1 0 — 09 — 2012 ISSUED FOR: CONSTRUCTION DWGS REVISIONS REV. DATE DESCRIPTION INITIALS A 8/31/12 ISSUED FOR 90% CONSTRUCTION RC 0 9/13/12 ISSUED FOR 100% CONSTRUCTION 'RC 1 10/09/12 REVISED FOR 100% CONSTRUCTION AM 4_4 NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICENSURE EEZs REGISTERED ARCHITECT RK:HAR . lIAL STAlEOF WASNNGfON DO' 1E0FTXE UO86EOINSE0YAN7 SHEET TITLE: PROPOSED SOUTHEAST & SOUTHWEST ELEVATION SHEET NUMBER: A-5 REVISION: E03XC40 I ,-1aA`t 4vm)7 5TT At all new services & grounding trenches, provive "WARNING" tape at 12" below grade. DIG ALERT j "CALL BEFORE YOU DIG" 1-800-424-5555 UTILITY NOTIFICATION CENTER OF WASHINGTON Spri WASHINGTON STATE CODE COMPLIANCE: nt®R ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES. • 2009 IBC, STANDARDS AND AMENDMENTS-WAC 51-50; • 2009 IMC. STANDARDS AND AMENDMENTS-WAC 51-52; • 2009 IFC, STANDARDS AND AMENDMENTS-WAC 51-54; • 2009 IPC, STANDARDS AND AMENDMENTS-WAC 51-56; 51-57 ACCESSIBILITY REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS REQUIREMENTS ARE NOT REQUIRED IN ACCORDANCE WITH THE 2009 IBC BUILDING CODE. (COPE BLOCK i SPRINT PROPOSES TO MODIFY AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY • REMOVE (6) EXISTING SPRINT PANEL ANTENNAS (2 PER SECTOR) • INSTALL (3)) NEW SPRINT PANEL ANTENNAS (1 PER SECTOR) • REMOVE 1) EXISTING SPRINT BATTERY CABINET • REMOVE 1 EXISTING SPRINT RADIO CABINET • INSTALL (1 NEW SPRINT MM8S CABINET • INSTALL 1 NEW SPRINT BBU CABINET • REMOVE ALL EXISTING SPRINT ANTENNA COAXIAL CABLES • INSTALL (3) NEW HYBRIFLEX FIBER OPTIC CABLES USING EXISTING COAX ROUTE • I1 PER SECTOR) NSTALL (3) NEW RRU'S (PROJECT DESCRIPTION j APPROVAL SIGNATURE DATE SITE ACQUISITION MANAGER CONSTRUCTION MANAGER A&E MANAGER PLANNING CONSULTANT RF MANAGER RF ENGINEER PROPERTY OWNER SPRINT REPRESENTATIVE MV MANAGER SIGNATURE BLOCK -IIS IS AN EXISTING SPRINT WIRELESS TELECOMMUNICATION FACILITY NETWORK VISION EQUIPMENT UPGRADE NETWORK VISION MMBS LAUNCH TUKWILA SE03XC408/880338 12400 51 ST PL. S TUKWILA, WA 98178 KING COUNTY LATITUDE: 47.493744/ 470 29' 37.4778" (NAD 83) (GOOGLE EARTH) LONGITUDE:—122.270610/ —122° 16' 14.196" (NAD 83) (GOOGLE EARTH) MONOPOLE I A w •` `. ?tM; °yam_ 1 J , O aw.s.c.e anWe • Ic an S 9 SIM - i 1 s,xrae A*^' I' ITE some Roo { a 11>N g X, veA ,E • °`be may AREA MAP y4 W JO S 122FW St e 75 0 CSITE g i > 'A tio^ E iis N S 124th St S 1241h S1 S 1251h S1 VICINITY MAP FROM GENERAL DYNAMICS BELLEVUE. WA OFFICE • HEAD NORTH-EAST ON 124TH AVE NE TOWARDS NE 2ND ST 0.5 MI • TURN LEFT ONTO NE 8TH ST 0.7 MI • SLIGHT RIGHT ONTO THE 1-405 S SLIP ROAD 0.2 MI • KEEP LEFT AT THE FORK AND MERGE ONTO 1-405 S 13.3 MI • TAKE THE EXIT ONTO 1-5 N TOWARDS SEATTLE 1.4 MI • SLIGHT RIGHT ONTO WA-599 N (SIGNS FOR TUKWILA/W MARGINAL WAY) 0.5 MI • TAKE THE INTERURBAN AVE EXIT 0.2 MI • TURN LEFT ONTO INTERURBAN AVE S 0.4 MI • TURN RIGHT ONTO ALLENTOWN BRIDGE 0.2 MI • TAKE THE 2ND RIGHT ON TO S 124TH ST 0.5 MI • TURN LEFT ONTO 51ST PL SOESTINATION WILL BE ON THE RIGHT 184 FT 12400 51ST PL S TUKWILA WA 98178, USA I DRIVING DIRECTIONS I SEATTLE MARKET SHEET DESCRIPTION TITLE SHEET T-1 N-1 GENERAL NOTES N-2 GENERAL NOTES A-1 OVERALL SITE PLAN A-2 ENLARGED SITE PLAN A-3 ENLARGED EQUIPMENT PLANS A-4 ANTENNA PLANS AND SCHEDULES A-5 PROPOSED SOUTHEAST & SOUTHWEST ELEVATION A-6 EQUIPMENT DETAILS A-7 EQUIPMENT DETAILS A-8 EQUIPMENT DETAILS A-9 EQUIPMENT DETAILS RF-1 ANTENNA AND CABLE COLOR CODING U.-TAILS F-1 FIBER PL,1 F-2 FIBER OL.L-UNE DIAGRAM FIBER INSTALLATION DETAILS F-3 E-1 ONE-UNE DIAGRAM & POWER PANEL SCHEDULE E-2 DC POWER ONE-UNE DIAGRAM E-3 ELECTRICAL DETAILS E-4 CONDUIT ROUTING E-5 GROUNDING PLAN E-6 GROUNDING DETAILS E-7 GROUNDING DETAILS SHEET INDEX APPLICANT: SPRINT SPECTRUM LLC 1750 FOUNDERS PARKWAY, SUITE 120 ALPHARETTA, GA 30004 CONTACT: CHRIS HERMAN PH: (206) 200-0256 PROPERTY INFORMATION: PROPERTY OWNER: TBD ADDRESS: TBD TBD TOWER OWNER: CROWN CASTLE SITE ID: 880338 AMSL 148 FT ZONING CLASSIFICATION: C CONSTRUCTION TYPE: Ila OCCUPANCY: U. S-2 JURISDICTION: KING COUNTY CURRENT USE: UNMANNED WIRELESS TELECOMMUNICATIONS FACILITY NEW USE: UNMANNED WIRELESS TELECOMMUNICATIONS FACILITY PARCEL NUMBER(S), OD03800003 LEASE AREA: 54'-0' [PROJECT SUMMARY J ARCHITECT & ELECTRICAL ENGINEER: RICHARD B HALL, AIA PACIFIC TELECOM SERVICES, LLC 111 SOUTH JACKSON ST CONTACT: AMANDA MARTIN PH: (208) 342-6396 EMAIL- AMARTINOPTSWA.COM SITE ACO. PROJECT MANAGER: CROWN CASTLE 8547 154TH AVE. NE, REDMOND. WA 98052 CONTACT: CHRIS ARENA PH: (425) 202-2773 PROJECT MANAGER: GENERAL DYNAMICS WIRELESS SERVICES 1000 124TH AVE. NE. SUITE #200 BELLEVUE. WA 98005 CONTACT: DAVID SIMARD PH: (425) 201-3747 EMAIL: DAVID.SIMARDOCDIT.COM CONSTRUCTION MANAGER: GENERAL DYNAMICS WIRELESS SERVICES 100 124TH AVE NE, SUITE #200 BELLEVUE. WA 98005 CONTACT: ED MARQUEZ PH: (425) 736-4991 EMAIL EDWARD.MARQUEZIOGOIT.COM ZONING & PERMITTING: CROWN CASTLE 8547 154TH AVE NE REDMOND. WA 98052 CONTACT: RON MECKLER PH: (425) 430-7200 EMAIL RONALD.MECKLEROCROWNCASTLE.COM ELECTRICAL COMPANY: PUGET SOUND ENERGY CONTACT: TIM GASSERT PH: 206-947-0335 TELCO COMPANY: CENTURYLINK 8502 SOUTH STEELE ST TACOMA. WA 98409 AAV MANAGER: AAV WASHINGTON/GENERAL DYNAMICS WIRELESS SERVICES 100 124TH AVE NE, SUITE #200 BELLEVUE. WA 98005 CONTACT: STEVE LEUPOLD PH: (425) 623-5782 EMAIL: STEVEN LEUPOLDOGOIT.COM RF ENGINEER: STA NETWORK SERVICES 1GO 124TH AVE NE, SUITE #200 BELLEVUE. WA 98005 CONTACT: MIKE LEE PH: (425) 201-37 EMAIL: MIKE2.LEEOSTA.SAMSUNG.COM PROJECT TEAM i Sprint C N Aos E -ram FACIFID TELECDY SERVICES, L C III S L JACKSON ST. 2ND FLOOR SCArTLE, WA 9810. l' PROJECT INI CIUMATION: Nli I "'ORK VISION Tt%ABS LAUNCH TUKWILA SE03XC408/880338 12400 51ST PL S TUKWILA, WA 98178 KING COUNTY ISSUE DATE 09-13-2012 ISSUED FOR CONSTRUCTION DWGS REVISIONS REV. DATE DESCRIPTION INITIALS A 08/31/12 ISSUED FOR 90% CONSTRUCTION RC 0 09/13/12 ISSUED FOR 100% CONSTRUCTION RC NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICETISURE Krf C+)LID ►1 > A b1 ME LU p 2 0 ( w L3•I v Uc Lae Q SHEET 11TLE TITLE SHEET SHEET NU\1BER: REVISION: E03XC40 TU Iurnou . rnu--n Iu TUIc ccr nF rnNcrrzurnnN RY NATURF ANY LIRF OR nIRCIORURF OTHFR THAN THAT WHICH RFIATFR TO rARRIFR RFRVN:FR IC STRICTLY GENERAL CONSTRUCTION NOTES, 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE, THE LATEST EDITION AND ALL OTHER APPLICABLE CODES AND ORDINANCES. 2. CONTRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE WITH THESE DRAWINGS AND SPRINT INTEGRATED CONSTRUCTION STANDARDS FOR WIRELESS SITES (LATEST REVISION). THE SPECIFICATION IS THE RULING DOCUMENT AND ANY DISCREPANCIES BETWEEN THE SPECIFICATION AND THESE DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE NEW WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF. FIELD CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. NO COMPENSATION WILL BE AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD CONDITIONS. 4. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT AND APPURTENANCES, AND LABOR NECESSARY TO EFFECT ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 5. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, EXISTING CONDITIONS AND/OR DESIGN INTENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE WORK. 6. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. 7. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING, AND SHALL RECEIVE IN WRITING AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS. B. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS AND ATTENTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT, UNLESS OTHERWISE NOTED. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA, ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS. 10. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE SUPERINTENDENT OF BUILDINGS & GROUNDS AND SCHEDULE HIS ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH THE REQUIREMENTS. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK OF OTHERS AS IT MAY RELATE TO RADIO EQUIPMENT, ANTENNAS AND ANY OTHER PORTIONS OF THE WORK. 12. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 13. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES, EQUIPMENT, IMPROVEMENTS, PIPING ETC. AND IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION. 14. IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES, OR PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS, ETC., MUST BE CLEARLY UNDERSTOOD THAT REINFORCING STEEL SHALL NOT BE DRILLED INTO, CUT OR DAMAGED UNDER ANY CIRCUMSTANCES (UNLESS NOTED OTHERWISE). LOCATIONS OF REINFORCING STEEL ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT. 15. REPAIR ALL EXISTING WALL SURFACES DAMAGED DURING CONSTRUCTION SUCH THAT THEY MATCH AND BLEND IN WITH ADJACENT SURFACES. 16. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED AND FIRE CODE APPROVED MATERIALS. 17. KEEP CONTRACT AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OF THE OWNER SHALL BE REMOVED. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL COMPLETION OF CONSTRUCTION. 18. MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH CABLE MANUFACTURERS RECOMMENDATIONS. 19. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE ENGINEER. 20. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WITH JURISDICTIONAL OR STATE AND LOCAL GUIDELINES FOR EROSTION AND SEDIMENT CONTROL AND COORDINATED WITH LOCAL REGULATORY AUTHORITIES. 21. LIGHT SHADED LINES AND NOTES REPRESENT WORK PREVIOUSLY DONE. DARK SHADED LINES AND NOTES REPRESENT THE SCOPE OF WORK FOR THIS PROJECT. CONTRACTOR SHALL VERIFY IF EXISTING CONSTRUCTION IS COMPLETE, CONTRACTOR SHALL NOTIFY ENGINEER OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIPOOR TO BEGINNING CONSTRUCTION. 22. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND/OR WIRING CERTIFICATES REQUIRED FOR THE ELECTRICAL SERVICE UPGRADE. IN ADDITION, CONTRACTOR SHALL PROVIDE ALL NECESSARY COORDINATION AND SCHEDULING WITH THE SERVING ELECTRICAL UTILITY AND LOCAL INSPECTION AUTHORITIES. ELECTRICAL NOTES 1. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY ALL ELECTRICAL WORK INDICATED. ANY ALL CONSTRUCTION SHALL BE IN ACCORDANCE W/DRAWINGS AND ANY/ALL APPLICABLE SPECIFICATIONS. IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH THESE REQUIREMENTS, CONTRACTOR SHALL NOTIFY 'CONSTRUCTION MANAGER' AS SOON AS POSSIBLE, AFTER THE DISCOVERY OF THE PROBLEMS, AND SHALL NOT PROCEED WITH THAT PORTION OF WORK, UNTIL THE 'CONSTRUCTION MANAGER' HAS DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN. 2. ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ANY/ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF ALL EXISTING CONDITIONS OF ELECTRICAL EQUIP., LIGHT FIXTURES, ETC., THAT ARE PART OF THE FINAL SYSTEM, SHALL BE VERIFIED BY THE CONTRACTOR, PRIOR TO THE SUBMITTAL OF HIS BID. FAILURE TO COMPLY WITH THIS PARAGRAPH WILL IN NO WAY RELIEVE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A COMPLETE AND WORKING SYSTEM. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL CODES AND LOCAL ORDINANCES OF THE LOCAL POWER IS, TELEPHONE COMPANIES HAVING JURISDICTION AND SHALL INCLUDED BUT NOT BE LIMITED TO: A. UL -- UNDERWRITERS LABORATORIES S. NEC -- NATIONAL ELECTRICAL CODE C. NEMA -- NATIONAL ELECTRICAL MANUFACTURERS ASSOC. D. OSHA -- OCCUPATIONAL SAFETY AND HEALTH ACT E. IBC -- INTERNATIONAL BUILDING CODE F. NFPA -- NATIONAL FIRE CODES 4. DO NOT SCA__-LECTRICAL DRAWINGS, REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT, AND CONFIRM WITH 'CONSTRUCTION MANAGER' ANY SIZES AND AND LOCATIONS WHEN NEEDED. 5. EXISTING SERVICES: CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN PERMISSION OF THE GDIT. 6. CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR IS TO OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORK BEGINNING OR ORDERING EQUIPMENT. 7. THE TERM "PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, INDICATES THAT THE CONTRACTOR SHALL FURNISH AND INSTALL. B. CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS SUCH AS THE: LUG SIZE RESTRICTIONS, CONDUIT ENTRY, SIZE OF TRANSFORMERS, SCHEDULED DOWNTIME FOR THE OWNERS' CONFIRMATION, ETC. ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER, PRIOR TO BEGINNING ANY WORK. 9. MINIMUM WIRE SIZE SHALL BE #12 AWG, NOT INCLUDING CONTROL WIRING, UNLESS NOTED OTHERWISE. ALL CONDUCTORS SHALL BE COPPER WITH THWN INSULATION. 10. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET/DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. 11. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION. CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 12, ELECTRICAL SYSTEM SHALL BE AS COMPLETELY AND EFFECTIVELY GROUNDED, AS REQUIRED BY SPECIFICATION, SET FORTH BY SPRINT. 13. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS, WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULL OPERATIVE AND SUBJECT TO REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION MANAGER. 14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 15. CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS OR A PERIOD OF NOT LESS THAN TWO YEARS FROM DATE OF CUSTOMER'S ACCEPTANCE. 16. THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE AND SHALL INCLUDE THE REPLACEMENT OF THE REPAIR OF ANY OTHER PHASE OF THE INSTALLATION, WHICH MAY HAVE BEEN DAMAGED THEREIN WITHIN 48 HOURS. 17. ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LOSS AND ANY/ALL PROPERTY DAMAGE FOR THE DURATION OF WORK. 18. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES AND DEVICES FOR ALL OUTLETS AS INDICATED. 19. DITCHING AND BACK FILL: CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT AND/OR CABLES INCLUDING EXCAVATION AND BACKFILLING AND COMPACTION. REFER TO NOTES AND REQUIREMENTS, EXCAVATION, AND BACKFILLING. 20. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SHALL APPEAR ON THE LIST OF U.L. APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF THE NEC, NEMA AND IEEE. 21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF ANY/ALL LIGHTING FIXTURES, SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE CONSTRUCTION MANAGER PRIOR TO INSTALLATION. 22. ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY AND SHALL BE INCLUDED IN THE COST FOR WORK AND PERFORMED TO THE SATISFACTION OF THE 'CONSTRUCTION MANAGER' UPON FINAL ACCEPTANCE. 23. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN DIRECTORIES. ALL ELECTRICAL WIRING SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 24. DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY -DUN, QUICK -MAKE AND QUICK -BREAK ENCLOSURES, AS REQUIRED BY EXPOSURE TYPE. 25. ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF AN ANTI -OXIDE COMPOUND SUCH AS "NO -OXIDE A" BY DEARBORNE CHEMICAL CO. COAT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED COPPER SURFACES, INCLUDING GROUND BARS, SHALL BE TREATED - NO SUBSTITUTIONS. 26. REACEWAYS: CONDUIT SHALL BE SCHEDULE 40 PVC MEETING OR EXCEEDING NEMA TC2 - 1990. CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS - 200 LBS TEST POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL BE A MINIMUM OF 2 FT. RADIUS. RGS CONDUITS WHEN SPECIFIED, SHALL MEET UL-6 FOR GALVANIZED STEEL. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. COAT ALL THREADS WITH 'BRITE ZINC' OR 'GOLD CALV'. 27. SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. 28. CONDUCTORS: CONTRACTOR SHALL USE 98% CONDUCTIVITY COPPER WITH TYPE THWN INSULATION, 600 VOLT, COLOR CODED. USE SOLID CONDUCTORS FOR WIRE UP TO AND INCLUDING NO. 8 AWG. USE STRANDED CONDUCTORS FOR WIRE ABOVE NO. 8 AWG. 29. CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE TYPE INSULATED TWIST -ON CONNECTORS FOR NO. 10 AWG AND SMALLER. USE SOLDERLESS MECHANICAL TERMINAL LUGS FOR NO. B AWG AND LARGER. 30. SERVICE: 240/12OV, SINGLE PHASE, 3 WIRE CONNECTIONS AVAILABLE FROM UTILITY COMPANY. OWNER OR OWNERS AGENT WILL APPLY FOR POWER. 31. TELEPHONE SERVICE: CONTRACTOR SHALL PROVIDE EMPTY CONDUITS WITH MULE TAPE AS INDICATED ON DRAWINGS. 32. ELECTRICAL AND TELCO RACEWAYS TO BE BURIED A MINIMUM OF 2' DEPTH. T P LENGTHS OF WARNING TAP AT A DEPTH OF 12" BELOW GROUND AND 33. CONTRACTOR SHALL LACE TWO LE S G E DIRECTLY ABOVE ELECTRICAL AND TELCO SERVICE CONDUITS. CAUTIONS TAPE TO READ "CAUTION BURIED ELECTRIC" OR "BURIED TELECOM". 34. ALL BOLTS SHALL BE STAINLESS STEEL. ANTENNA & COAX NOTES 1. VERIFY EACH COAXIAL CABLE LENGTH, DIAMETER, ROUTING, COLOR CODING AND ALL APPURTENANCES WITH GDIT. 2. THE MAXIMUM COAXIAL CABLE LENGTH AND CORRESPONDING COAXIAL CABLE DIAMETER IS SHOWN ON SHEET A-4. THIS CABLE LENGTH IS TO BE USED FOR FABRICATION OR CONSTRUCTION. ACTUAL ANTENNA CABLE LENGTH(S) MUST BE VERIFIED. COAXIAL CABLE SHALL BE PROVIDED BY GDIT. 3. ALL COAX CABLES SHALL UTILIZE GROUND KITS, GROUNDED AS FOLLOWS: A. NEAR ANTENNA RAD CENTER ELEVATION, B. MIDDLE OF TOWER (MID-HEIGH OF ANTENNA), IF CABLE RUN IS OVER 200'. C. BOTTOM OF TOWER, D. AT MASTER GROUND BAR 3'-O" FROM MMBS-BBU CABINET 4. ALL TOP JUMPERS SHALL BE LENGTHS AS SHOWN AND INSTALLED BY CONTRACTOR. 5. ALL CABLES SHALL BE COLOR CODED AS SHOWN ON SHEET RF-1 AND IN ACCORDANCE WITH SPRINT SPECIFICATIONS. 6. BANDING SHALL BE IN ACCORDANCE WITH SHEET A-4, RF-1 AND AS FOLLOWS: A. MAIN LINE COLOR BANDS SHALL BE 2" WIDE. MAINTAIN 1" SPACING BETWEEN COLORS. B. FREQUENCY COLOR BANDS SHALL BE 2" WIDE WITH NO SPACE BETWEEN COLORS. C. JUMPER COLOR BANDS SHALL BE 1" WIDE WITH 1" SPACE. D. START COLOR BANDS 2" BEYOND WEATHERPROOFING. E. START SELECTOR COLOR NEXT TO END CONNECTORS. 7. FINAL COAXIAL ANTENNA CABLE SIZES SHALL BE DETERMINED BY SAMSUNG RF ENGINEER. SEE ANTENNA SCHEDULE SHEET A-4. BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY DD. B. SEE CONSTRUCTION MANAGER FOR ANTENNA SUPPORT ASSEMBLY TYPE. 9. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TO EXCEED 3' OR THE CABLE MANUFACTURES SPECIFICATIONS WHICHEVER IS LESS, WITH HARDWARE SPECIFIED IN THE COAXIAL CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL REPORT. 10. PROVIDE AT LEAST 6" OF SLACK IN THE MAIN COAXIAL CABLES AT THE ANTENNA MOUNTING ELEVATION TO PROVIDE FOR FUTURE CONNECTOR REPLACEMENT. ANTENNA & HYBRID CABLE NOTES 1. VERIFY EACH HYBRID CABLE LENGTH, ROUTING, DIAMETER, COLOR CODING AND ALL APPURTENANCES WITH GDIT. 2. THE HYBRID CABLE AND DIAMETER LENGTH IS SHOWN ON A-4. EXCESS CABLE LENGTHS TO BE DRESSED IN A MANNER APPROVED BY GDIT. CABLES CANNOT BE CUT TO FIT. 3. HYBRID CABLE INTERNAL GROUND WIRE TO BE GROUNDED AT TOP AND BOTTOM PER SAMUSUNG'S (SPRINT) SPECIFICATIONS. 4. EXCESS TOP 15' HYBRID CABLE FIBER JUMPERS TO BE DRESSED IN A MANNER APPROVED 13Y GDIT, CANNOT BE COILED, MUST BE SECURED TO TOWER MOUNTS.. 5. ALL MAIN CABLES SHALL BE COLOR CODED AS SHOWN ON SHEET RF-1 & IN ACCORDANCE WITH SPRINT SPECIFICATIONS. 6. BANDING SHALL BE IN ACCORDANCE WITH SHEET A-4, RF-1. A. MAIN LINE COLOR BANDS SHALL BE 2" WIDE. MAINTAIN 1" SPACING BETWEEN. B. JUMPER COLOR BANDS SHALL BE 1" WIDE WITH 1" SPACE. C. START COLOR BANDS 2" BEFORE MAIN CABLE END. 7. FINAL HYBRID CABLE SIZES SHALL BE DETERMINED BY GO RF ENGINEER. SEE HYBRID CABLE SCHEDULE SHEET RF-1, BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY GDIT. 8. ALL HYBRID CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TO EXCEED 3' HORIZONTALLY OR 4' VERTICALLY OR THE CABLE MANUFACTURER'S SPECIFICATIONS WHICHEVER IS LESS, WITH HARDWARE SPECIFIED IN THE HYBRID CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL SUPPORT. SITE WORK NOTES 1. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES, UNLESS OTHERWISE NOTED. 2. DO NOT SCALE BUILDING DIMENSIONS FROM DRAWING. 3. SIZE, LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL BE ACCURATELY NOTED AND PLACED ON AS -BUILT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO ARCHITECT/ENGINEER AT COMPLETION OF PROJECT. 4. ALL EXISTING UTILITIES, FACILITIES, CONDITIONS AND THEIR DIMENSIONS SHOWN ON PLANS HAVE BEEN PLOTTED FROM AVAILABLE RECORDS. THE ENGINEER AND OWNER ASSUME NOT RESPONSIBILITY WHATSOEVER AS TO THE SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL EXISTING UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING EXISTING UTILITIES. 5. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLANS SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLUTION AND INSTRUCTION, AND NO FURTHER WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS CHECKED AND CORRECTED BY THE ARCHITECT/ENGINEER. FAILURE TO SECURE SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS/HER OWN RISK AND EXPENSE. 6. CONTRACTOR SHALL CALL LOCAL DIGGER HOT LINE FOR UTILITY LOCATIONS 48 HOURS PRIOR TO START OF CONSTRUCTION. 7. ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED BY CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK. B. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE AND IS TO FEATHER INTO EXISTING GRADES AT THE GRADING LIMITS. 9. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS, UTILITIES, ETC., SHALL BE PROPERLY LAID BACK OR BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS. 10. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 95% OF MAXIMUM STANDARD PROCTOR DRY DENSITY. 11. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVED BY FILLING WITH APPROVED CLEAN FILL AND COMPACTED TO 957 OF STANDARD PROCTOR DENSITY. 12. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS. THE LIFTS THICKNESS SHOULD NOT EXCEED THAT WHICH CAN BE PROPERLY COMPACTED THROUGHOUT ITS ENTIRE DEPTH WITH THE EQUIPMENT AVAILABLE- 13. NT AVAI . 13. ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL TO 1 VERTICAL SHALL BE PROPERLY BENCHED INTO THE EXISTING SLOPE AS DIRECTED BY A GEOTECHNICAL ENGINEER. 14. CONTRACTOR SHALL CLEAN ENTIRE SITE DAILY AFTER CONSTRUCTION SUCH THAT NO PAPERS, THRASH, WEEDS, BRUSH OR ANY OTHER DEPOSITS WILL REMAIN. ALL MATERIALS COLLECTED DURING CLEANING OPERATIONS SHALL BE DISPOSED OF OFF -SITE BY THE GENERAL CONTRACTOR. 15. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFILICT WITH THE IMPROVEMENTS SHALL BE PROTECTED BY THE GENERAL CONTRACTOR. 16. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR WITH LOCAL UTILITY COMPANY, TELEPHONE COMPAY, AND ANY OTHER UTILITY COMPANIES HAVING JURISDICTION OVER THIS LOCATION. 11 0 1� P� Spri n0op CN W ASTLE r=-ram PACIFIC TELE COY SERVICES. L C I11 S L JACKSON ST. 2ND FLOOR SEATTLE. IRA 98104 PROJECT INFOR,\-1ATION: NETWORK VISION I,\Lh18S LAUNCH TUKWILA SE03XC408/880338 12400 51ST PL S TUKWILA, WA 98178 KING COUNTY ISSUE DATE 09-13-2012 ISSUED FOR CONSTRUCTION DWGS REVISIONS REV. DATE DESCRIPTION INITIALS A 08/31/12 ISSUED FOR 90% CONSTRUCTION RC 0 09/13/12 ISSUED FOR 100% CONSTRUCTION RC NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICENSURE Lu W U �- Lu U Q SHEET TITLE GENERAL NOTES SHEET NUMBER- N-1 KMSION: 0 SE03XC40 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PRUHIBIILU. FOUNDATION, EXCAVATION AND WILL NOTES 1. ALL FINAL GRADED SLOPES SHALL BE A MAXIMUM OF 3 HORIZONTAL TO 1 VERTICAL. 2. ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE SHALL BE OF UNDISTURBED SOILS, SUBSTANTIALLY HORIZONTAL AND FREE FROM ANY LOOSE, UNSUITABLE MATERIAL OR FROZEN SOILS, AND WITHOUT THE PRESENCE OF POUNDING WATER. DEWATERING FOR EXCESS GROUND WATER SHALL BE PROVIDED WHEN REQUIRED. COMPACTION OF SOILS UNDER CONCRETE PAD FOUNDATIONS SHALL NOT BE LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR THE SOIL IN ACCORDANCE WITH ASTM D 1557. 3. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL. IF INADEQUATE BEARING CAPACITY IS REACHED AT THE DESIGNED EXCAVATION DEPTH, THE UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION SHALL BE FILLED WITH CONCRETE OF THE SAME TYPE SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE USED TO STABILIZE THE BOTTOM OF THE EXCAVATION. ANY STONE SUB BASE MATERIAL, IF USED, SHALL NOT SUBSTITUTE FOR REQUIRED THICKNESS OF CONCRETE. 4. ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, DEBRIS, AND SO FORTH PRIOR TO BACK FILLING. BACK FILL SHALL CONSIST OF APPROVED MATERIALS SUCH AS EARTH, LOAM SANDY CLAY, SAND AND GRAVEL, OR SOFT SHALE, FREE FROM CLODS OR LARGE STONES OVER 2 1/2" MAX DIMENSIONS. ALL BACK FILL SHALL BE PLACED IN COMPACTED LAYERS. 5. ALL FILL MATERIALS AND FOUNDATION BACK FILL SHALL BE PLACED MAXIMUM 6" THICK LIFTS BEFORE COMPACTION. EACH LIFT SHALL BE WETTED IF REQUIRED AND COMPACTED TO NOT LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR SOIL IN ACCORDANCE WITH ASTM D1557. 6. NEWLY PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 HRS PRIOR TO BACK FILLING. 7. FINISHED GRADING SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE AND PREVENT STANDING WATER. THE FINAL (FINISH) ELEVATION OF SLAB FOUNDATIONS SHALL SLOPE AWAY IN ALL DIRECTIONS FROM THE CENTER. FINISH GRADE OF CONCRETE PADS SHALL BE A MAXIMUM OF 4 INCHES ABOVE FINAL FINISH GRADE ELEVATIONS. PROVIDE SURFACE FILL GRAVEL TO ESTABLISH SPECIFIED ELEVATIONS WHERE REQUIRED. B. NEWLY GRADED SURFACE AREAS TO RECEIVE GRAVEL SHALL BE COVERED WITH GEOTEXTILE FABRIC TYPE: TYPAR-3401 AS MANUFACTURED BY "CONSTRUCTION MATERIAL 1-800-239-3841" OR AN APPROVED EQUIVALENT, SHOWN ON PLANS. THE GEOTEXTILE FABRIC SHALL BE BLACK IN COLOR TO CONTROL THE RECURRENCE OF VEGETATIVE GROWTH AND EXTEND TO WITHIN 1 FOOT OUTSIDE THE SITE FENCING OR ELECTRICAL GROUNDING SYSTEM PERIMETER WHICH EVER IS GREATER. ALL FABRIC SHALL BE COVERED WITH A MINIMUM OF 4" DEEP COMPACTED STONE OR GRAVEL AS SPECIFIED. I.E. FOOT TYPE No. 57 FOR FENCED COMPOUND; FDOT TYPE No. 67 FOR ACCESS DRIVE AREA. 9. IN ALL AREAS TO RECEIVE FILL, REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET AND UNSATISFACTORY SOIL MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE. PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SUCH THAT FILL MATERIAL WILL BIND WITH EXISTING/PREPARED SOIL SURFACE. 10. WHEN SUB GRADE OR PREPARED GROUND SURFACE HAS A DENSITY LESS THAN THAT REQUIRED FOR THE FILL MATERIAL, SCARIFY THE GROUND SURFACE TO DEPTH REQUIRED, PULVERIZE, MOISTURE -CONDITION AND/OR AERATE THE SOILS AND RE -COMPACT TO THE REQUIRED DENSITY PRIOR TO PLACEMENT OF FILLS. 11. IN AREAS WHICH EXISTING GRAVEL SURFACING IS REMOVED OR DISTURBED DURING CONSTRUCTION OPERATIONS, REPLACE GRAVEL SURFACING TO MATCH ADJACENT GRAVEL SURFACING AND RESTORED TO THE SAME THICKNESS AND COMPACTION AS SPECIFIED. ALL RESTORED GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES. 12. EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED WITH THE CONDITION THAT ANY UNFAVORABLE AMOUNTS OF ORGANIC MATTER, OR OTHER DELETERIOUS MATERIALS ARE REMOVED PRIOR TO REUSE. FURNISH ANY ADDITIONAL GRAVEL RESURFACING MATERIAL AS NEEDED TO PROVIDE A FULL DEPTH COMPACTED SURFACE THROUGHOUT SITE. 13, GRAVEL SUB SURFACE SHALL BE PREPARED TO REQUIRED COMPACTION AND SUB GRADE ELEVATIONS BEFORE GRAVEL SURFACING IS PLACED AND/OR RESTORED. ANY LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED AND ANY DEPRESSIONS IN THE SUB GRADE SHALL BE FILLED AND COMPACTED WITH APPROVED SELECTED MATERIAL. GRAVEL SURFACING MATERIAL SHALL NOT BE USED FOR FILLING DEPRESSIONS IN THE SUB GRADE. 14. PROTECT EXISTING GRAVEL SURFACING AND SUB GRADE IN AREAS WHERE EQUIPMENT LOADS WILL OPERATE. . 15. DAMAGE TO EXISTING STRUCTURES AND/OR UTILITIES RESULTING FROM CONTRACTORS NEGLIGENCE SHALL BE REPAIRED AND/OR REPLACED TO THE OWNERS SATISFACTION AT NO ADDITIONAL COST TO THE CONTRACT. 16. ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN THE BID. EXCESS TOPSOIL AND UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY GOVERNING AGENCIES AT NO ADDITIONAL COST TO THE CONTRACT. ENVIRONMENTAL NOTES 1. ALL WORK PERFORMED SHALL BE DONE IN ACCORDANCE WITH ISSUED PERMITS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYMENT OF FINES AND PROPER CLEAN UP FOR AREAS IN VIOLATION. 2. CONTRACTOR AND/OR DEVELOPER SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROLS DURING CONSTRUCTION FOR PROTECTION OF ADJACENT PROPERTIES, ROADWAYS AND WATERWAYS AND SHALL BE MAINTAINED IN PLACE THROUGH FINAL JURISDICTIONAL INSPECTION & RELEASE OF SITE. 3. CONTRACTOR SHALL INSTALL/CONSTRUCT ALL NECESSARY SEDIMENT/SILT CONTROL FENCING AND PROTECTIVE MEASURES WITHIN THE LIMITS OF SITE DISTURBANCE PRIOR TO CONSTRUCTION. 4. NO SEDIMENT SHALL BE ALLOWED TO EXIT THE PROPERTY. THE CONTRACTOR IS REPSONIBLE FOR TAKING ADEQUATE MEASURES FOR CONTROLLING EROSION. ADDITIONAL SEDIMENT CONTROL FENCING MAY BE REQUIRED IN ANY AREAS SUBJECT TO EROSION. 5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL TIMES WITH SILT AND EROSION CONTROL MEASURES MAINTAINED ON THE DOWNSTREAM SIDE OF SITE DRAINAGE. ANY DAMAGE TO ADJACENT PROPERTY AS A RESULT OF EROSION WILL BE CORRECTED AT THE CONTRACTORS EXPENSE. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS AND ANY REPAIRS OF ALL SEDIMENT CONTROL MEASURES INCLUDING SEDIMENT REMOVAL AS NECESSARY, 7. CLEARING OF VEGETATION AND TREE REMOVAL SHALL BE ONLY AS PERMITTED AND BE HELD TO A MINIMUM. ONLY TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED. B. SEEDING SAND MULCHING AND/OR SODDING OF THE SITE WILL BE ACCOMPLISHED AS SOON AS POSSIBLE AFTER COMPLETION OF THE PROJECT FACILITIES AFFECTING LAND DISTURBANCE, 9. CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY LOCAL, COUNTY AND STATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS FROM SOIL LOSS AND TO PREVENT ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAVING THE CONSTRUCTION AREA. THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES, STRAW BALE SEDIMENT BARRIERS, AND CHECK DAMS. 10. RIP RAP OF SIZES INDICATED SHALL CONSIST OF CLEAN, HARD, SOUND, DURABLE, UNIFORM IN QUALITY STONE FREE OF ANY DETRIMENTAL QUANTITY OF SOFT, FRIABLE, THIN, ELONGATED OR LAMINATED PIECES, DISINTEGRATED MATERIAL, ORGANIC MATTER, OIL, ALKALI, OR OTHER DELETERIOUS SUBSTANCES. S- :�TURAL STEEL NOTES 1. ALL STEEL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC MANUAL OF STEEL CONSTRUCTION. STEEL SECTIONS SHALL BE IN ACCORDANCE WITH ASTM AS INDICATED BELOW: W-SHAPES: ASTM A992, 50 KSI ANGLES, BARS CHANNELS: ASTM A36, 36 KSI HSS SECTIONS: ASTM 500, 46 KSI PIPE SECTIONS: ASTM A53-E, 35 KSI 2. ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED. 3. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO RISC. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION". PAINTED SURFACES SHALL BE TOUCHED UP. 4. NON-STURCUTRAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"0 ASTM A 307 BOLTS UNLESS NOTED OTHERWISE.. 5. FIELD MODIFICATIONS ARE TO BE COATED WITH ZINC ENRICHED PAINT. CONCRETE MASONRY NOTES 1. CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C90, GRADE N-1, (F'M=1,500 PS). MEDIUM WEIGHT (115 PCF). 2. MORTAR SHALL BE TYPE "S" (MINIMUM 1,800 PSI AT 28 DAYS). 3. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRNGTH OF 3.000 PSI AT 2B DAYS. 4. ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS AND ALL CELLS IN RETAINING WALLS AND WALLS BELOW GRADE SHALL BE SOLID GROUTED. 5. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR LINTEL BEAM UNITS. 6. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE GROUT POUR 1-1/2" BELOW TOP OF THE UPPERMOST UNIT. 7. ALL BOND BEAM BLOCK SHALL BE "DEEP CUT" UNITS. 8. PROVIDE INSPECTION AND CLEAN -OUT HOLES AT BASE OF VERTICAL CELLS HAVING GROUT LIFTS IN EXCESS OF 4'-0" OF HEIGHT. 9. ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR. 10. CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. 11. REINFORCING BARS - SEE NOTES UNDER "STRUCTURAL CONCRETE NOTES" FOR REQUIREMENTS. 12. PROVIDE ONE BAR DIAMETER (A MINIMUM OF 1/2") GROUT BETWEEN MAIN REINFORCING AND MASONRY UNITS. 13. LOW LIFT CONSTRUCTION, MAXIMUM GROUT POUR HEIGHT IS 4 FEET. 14. HIGH LIFT GROUTED CONSTRUCTION MAY BE USED IN CONFORMANCE WITH PROJECT SPECIFICATIONS AND SECTION 2104.6.1 OF U.B.C. 15. ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT, EXCEPT AS NOTEED IN THE DRAWINGS OR SPECIFICATIONS. 16. CELLS SHALL BE IN VERTICAL ALIGNMENT, DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITH CORES CONTAINING REINFORCING STEEL. 17. REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE AND HEIGHT OF UNITS, LAYING PATTER AND JOINT TYPE. 18. SAND SHALL BE CLEAN, SHARP AND WELL GRADED, FREE FROM INJURIOUS AMOUNTS OF DUST, LUMPS, SHALE, ALKALI OR ORGANIC MATERIAL. 19. BRICK SHALL CONFORM TO ASTM C-62 AND SHALL BE GRADE MW OR BETTER. STRUCTURAL CONCRETE NOTES 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301-05, ACI 313-05 AND THE SPECIFICATION FOR CAST -IN -PLACE CONCRETE. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH fc'=3,000 PSI AT 28 DAYS UNLESS NOTED OTHERWISE. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE, WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES CLASS "B" AND ALL HOOKS SHALL BE STANDARD UNLESS NOTED OTHERWISE. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH...............3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER ............... 2 IN. #5 AND SMALLER & WWF............... 1 1/2 IN. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: SLAB AND WALL...............3/4 IN. BEAMS AND COLUMNS ............... 1 1/2 IN. 5. A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE U.N.O. IN ACCORDANCE WITH ACI 301 SECTION 4.2.4 6. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EXISTING REBAR WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS. 7. USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER ICBO & MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. WEATHERPROOFING NOTES STANDARD CONSTRUCTION SPECIFICATIONS FOR WIRELESS SITES 3.6 WEATHERPROOFING CONNECTORS AND GROUND KITS: A. ALL CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED USING BUTYL RUBBER WEATHERPROOFING AND TAPE. THIS INSTALLATION MUST BE DONE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION OR AS SHOWN ON THE CONSTRUCTION DRAWINGS (WHICHEVER IS GREATER). IF NO DIRECTION IS PROVIDED, WEATHERPROOFING MUST BE DONE PER THE FOLLOWING INSTRUCTIONS. 1. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE ENCOMPASSED INTO COLD SHRINK AND COMPLETELY WRAPPED WITH 2 INCH WIDE ELECTRICAL TAPE OVERLAPPING EACH ROW BY APPROXIMATELY %' AND EXTENDING PAST THE CONNECTION BY TWO INCHES AS DISCUSSED BELOW; OR 2. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH LAYERS OF ELECTRICAL/BUTYL RUBBER/ELECTRICAL TAPE AS DISCUSSED BELOW; OR 3. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH TWO LAYERS OF 1.5 INCH WIDE SELF -AMALGAMATING TAPE COVERED WITH TWO LAYERS OF ELECTRICAL TAPE AS DISCUSSED BELOW. B. COLD SHRINK INSTALLATION PROCEDURE: 1. REQUIRED MATERIAL: COLD SHRINK TUBE, SPACERS AS NEEDED, BLACK ELECTRICAL TAPE-2 INCHES WIDE 2. REQUIRED TOOLS: KNIFE AND TAPE MEASURE STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE ALL GREASE AND DIRT. MARK THE MAIN FEED (LARGER DIAMETER) COAXIAL CABLE AT LEAST TWO INCHES ABOVE THE CONNECTION AS THE SPECIFIED START DIMENSION FOR THE COLD SHRINK. STEP 2: SLIDE THE COLD SHRINK TUBE OVER THE PRE-CONNECTORIZED END OF THE LARGER DIAMETER COAXIAL CABLE PRIOR TO MATING CONNECTOR INTERFACES. MAKE THE CONNECTION. STEP 3: REMOVE WAX PAPER FROM A SPACER HALF AND PRESS ONTO COAXIAL CABLE DIRECTLY BEHIND THE CONNECTOR. REMOVE THE WAX PAPER FROM THE OTHER SPACER HALF AND ALIGN THE TWO SPACER HALVES WITH ADHESIVE PORTIONS FACING EACH OTHER. PRESS THE SPACER HALVES TOGETHER. THE SPACER WILL BE PLACED NEXT TO THE CONNECTOR ON THE SMALLER DIAMETER COAXIAL CABLE SIDE. STEP 4: SLIDE THE COLD SHRINK TUBE OVER THE CONNECTION TO THE SPECIFIED START DIMENSION MARK. HOLD THE COLD SHRINK TUBE AND COAXIAL CABLE IN ONE HAND SO THAT THE EDGE OF COLD SHRINK TUBE IS IN LINE WITH THE MARK. STEP 5: WITH YOUR FREE HAND, BEGIN REMOVING COLD SHRINK TUBE CORE. THE CORE WILL BE REMOVED BY UNWINDING IN A COUNTERCLOCKWISE DIRECTION WHILE LIGHTLY PULLING THE ATTACHED CORD AWAY FROM THE TUBE. STEP 6: USE BOTH HANDS TO CONTINUE THE UNWINDING PROCESS AS THE COLD SHRINK TUBE BEGINS TO COLLAPSE INTO POSITION. CONTINUE THE UNWINDING PROCESS UNTIL THE CORE IS COMPLETELY REMOVED AND THE COLD SHRINK TUBE IS INSTALLED. STEP 7: EXCESS COLD SHRINK TUBE EXTENDING TWO INCHES BEYOND THE SPACER HALVES CAN BE REMOVED OR LEFT IN PLACE. EXCESS COLD SHRINK TUBE CAN BE CAREFULLY CUT OFF WITH A KNIFE. STEP 8: WRAP OVER THE COLD SHRINK TUBE WITH ONE LAYER OF BLACK ELECTRICAL TAPE 2 INCH WIDTH OVERLAPPING EACH ROW BY 1/2 INCH. THIS TOP LAYER MUST BE WRAPPED USING A SHINGLED EFFECT. THE LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL. THIS TOP LAYER OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE COLD SHRINK TUBE ONTO THE UNDERLYING CABLE. TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT. TAPE SHALL BE CUT WITH A SHARP KNIFE. C. BUTYL RUBBER TAPE INSTALLATION PROCEDURE: 1. REQUIRED MATERIAL: BLACK ELECTRICAL TAPE-2 INCH WIDE AND BUTYL RUBBER TAPE 2 TO 3 INCHES WIDE. 2. REQUIRED TOOLS: KNIFE OR SCISSORS. STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE ALL GREASE AND DIRT. WRAP CONNECTOR/GROUND KIT WITH TWO LAYERS OF BLACK ELECTRICAL TAPE-2 INCH WIDTH OVERLAPPING EACH ROW BY APPROXIMATELY 1/2 INCH. THESE LAYERS OF TAPE MUST BE WRAPPED TIGHT ENOUGH SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT AND MUST EXTEND ONE INCH PAST THE CONNECTOR/GROUND KIT ON EACH SIDE. TWO ROWS SHALL BE APPLIED, ONE IN EACH DIRECTION, WITH THE TOP ROW SHINGLED TO PROMOTE WATER RUNOFF. STEP 2: WRAP CONNECTOR/GROUND KIT WITH ONE LAYER OF BUTYL RUBBER TAPE (2 TO 3 INCHES WIDTH) OVER THE BLACK ELECTRICAL TAPE OVERLAPPING EACH ROW BY APPROXIMATELY 1/2 INCH. THE BUTYL RUBBER TAPE MUST EXTEND 2 TO 3 INCHES (THE TAPE WIDTH) PAST THE ELECTRICAL TAPE AND COME IN GOOD CONTACT WITH THE UNDERLYING CABLE. ON CONNECTORS, WHEN WEATHERPROOFING FROM THE MAIN LINE TO THE JUMPER, BUILD UP THIS AREA WITH EXTRA BUTYL RUBBER TAPE TO INSURE A SMOOTH TRANSITION FREE OF VOIDS AND AIR PACKETS DOWN TO THE SMALLER DIAMETER CABLE. STEP 3: WRAP CONNECTOR/GROUND KIT WITH TWO LAYERS OF BLACK ELECTRICAL TAPE 2 INCH WIDTH OVERLAPPING EACH ROW BY 1 INCH. THESE LAST TWO LAYERS MUST BE WRAPPED USING A SHINGLED EFFECT. THE TOP LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL. THESE TOP LAYERS OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE BUTYL RUBBER TAPE ONTO THE UNDERLYING CABLE. ALL LAYERS OF TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT. THE LAST WRAP OF TAPE SHALL NOT BE PULLED OR STRETCHED. ALL TAPE SHALL BE CUT WITH A SHARP KNIFE OR SCISSORS. D. SELF -AMALGAMATING TAPE INSTALLATION PROCEDURE: 1. REQUIRED MATERIAL: SELF -AMALGAMATING TAPE -1.5 INCHES WIDE AND BLACK ELECTRICAL TAPE - 2 INCHES WIDE. 2. REQUIRED TOOLS: KNIFE OR SCISSORS. STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE ALL GREASE AND DIRT. STEP 2: START WRAPPING SELF -AMALGAMATING TAPE ON THE CABLE AT LEAST 2 INCHES FROM THE CONNECTOR/GROUND KIT. MAKE SURE TAPE IS STRETCHED TIGHT DURING THIS APPLICATION, STEP 3: WHILE STRETCHING TAPE, MAKE ONE WRAP OF THE TAPE AROUND THE CABLE, MAKING SURE THE TAPE IS WRAPPED ONTO ITSELF, THE TAPE WILL ONLY ADHERE TO ITSELF. STEP 4: CONTINUE WRAPPING THE CABLE AND CONNECTOR/GROUND KIT USING HALF OVERLAP (0.75 INCH WIDE) LAYERS. STEP 5: WRAP OVER AND PAST THE CONNECTOR/GROUND KIT AT LEAST 2 INCHES. STEP 6: TO TERMINATE THE SELF -AMALGAMATING TAPE, WRAP THE TAPE AT LEAST ONE FULL ROUND OVER THE CABLE STRETCHING THE TAPE TIGHT. CUT THE TAPE USING KNIFE OR SCISSORS AND APPLY THE LOOSE END TO THE UNDERLYING SELF -AMALGAMATING TAPE USING THUMB PRESSURE. STEP 7: TWO ROWS OF SELF -AMALGAMATING TAPE SHALL BE APPLIED IN THIS MANNER, IN ALTERNATING DIRECTIONS. THE TOP LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN AN UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED. STEP 8: WRAP OVER SELF -AMALGAMATING TAPE WITH TWO LAYERS OF BLACK ELECTRICAL TAPE- 2 INCH WIDTH OVERLAPPING EACH ROW BY 1 INCH. THESE TOP TWO LAYERS MUST ALSO BE WRAPPED USING A SHINGLED EFFECT. THE LAYERS SHALL BE WRAPPE D ED SO THAT THE ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL. THESE TOP LAYERS OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE SELF -AMALGAMATING TAPE ONTO THE UNDERLYING CABLE. ALL LAYERS OF TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT. THE LAST WRAP OF TAPE SHALL NOT BE PULLED OR STRETCHED. ALL TAPE SHALL BE CUT WITH A SHARP KNIFE OR SCISSORS. Sprint 4imp in WN C(AOSTLE- r=-r-c=::; PACIFIC TELECOM SERVICES, LL C III S JACKSON ST, 2ND RAOR SEATTLE, WA 98104 PROJECT INFM\tATION: NETWORK VISION 1MMBS LAUNCH T K LI WILA SE03XC408/880338 12400 51ST PL S TUKWILA, WA 98178 KING COUNTY ISSUE DATE 09-13-2012 ISSUEDFOK: CONSTRUCTION DWGS REVISIONS REV. DATE DESCRIPTION INITIALS A 08/31/12 ISSUED FOR 90% CONSTRUCTION RC 0 09/13/12 ISSUED FOR 100% CONSTRUCTION RC NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICENSLIRE a N � g _ [L Q R O Lid V UD Q SHEET TITLE GENERAL NOTES SHEET NUMBER: N-2 REVISION: 0 E03XC40Ij THE INFORMATION CONTAINFO IN THIS SFT OF CONSTRUCTION OOCIIMFNTS IS PROPRIFTARY RY NATIIRF. ANY USF OR OISCIOSURF OTHFR THAN THAT WHICH RFIATFS TO T.ARRIFR SFRVICFS IS STRICTIY GENERAL NOTES THIS 1 NOT A SITE SURVEY: ALL PROPERTY BOUNDARIES, ORIENTATION OF TRUE NORTH AND STREET HALF —WIDTHS HAVE BEEN OBTAINED FROM A TAX PARCEL MAP AND ARE APPROXIMATE. `EXISTING PARKING AREA PARCEL NO.: 0003800003 LEGAL DESCRIPTION: JOHNS B—L—D—C #47 400FT STRIP THRU D C IN SW 1/4 TRUE MAGNETIC 11-23-04 & SE 10-23-04 & OVER POR CL 4 IN SO SW 1/4 TRUE LOLNL71C NORTH NORTH 11-23-04 LY WLY OF 100 FT BN RR R/W NORTH NORTH 24"x36• SCALE: 1• = 300•-0• OVERALL SITE PLAN 2 11 x36" SCALE: 1• = 30•-0• ENLARGED SITE PLAN ] 11 "x17" SCALE: 1" 300'-0• 1 0 5 0 1 0' 17"x17" SCALE: 1" = 60'-0• 3 1 0 0' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. Sprint 4=10 Ll C AOS E F=-r=; F A C If IC TE L E C UY 3 VE3. LLC 111 S J CKSON ST, E3NIC 0 BOOR SEATTLE, WA 98104 PROJECT INFORAAATION: NEI VORK VISION IMAM LAIINCH TUKWILA SE03XC408/880338 12400 51ST PL S TUKWILA, WA 98178 KING COUNTY IssuE_DAM 09-13-2012 ISSUEDIOR- CONSTRUCTION DWGS REVISIONS REV. DATE DESCRIPTION INIRALS A 8/31/12 ISSUED FOR 90% CONSTRUCTION RC 0 9/13/12 ISSUED FOR 100% CONSTRUCTION RC NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICENSURF w Iv a . O SHEET TITLE OVERALL & ENLARGED SITE PLAN SHEET NUMBER-- A-1 REVISION: D E03XC408 EXISTING SPRINT CPS ANTENNA EXISTING 80'-0• HIGH MONOPOLE EXISTING SPRINT PCS 2'-0•X4'-0• EXISTING CONCRETE SLAB EXISTING RETAINING WALL EXISTING 4'-0• ACCESS GATE EXISTING SPRINT TELCO CABINET 1 2 3 MTUBE STEEL POSTOST OUNTED ON f 1 EXISTING METER TRUE -CNEnC NORTH NORTH r 24"x38• scALE: 1/2" _ ,•-o• ENLARGED SITE. PLAN 1 11 "x17• SCALE: 1 /4" = 1'-0' 2' 1' V. 2' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. Sprint ,.C,vvlifjqv mi If C(A S LE ;=-ram PACIf IC TCLE CDN SFM VIC ES. LLC 111 S JACK ON ST. 2ND FLOOR SEATTLE, WA 98104 PROJECT INFORMATION: NETWORK VISION MViBS LAUNCH TUKWILA SE03XC408/880338 12400 51ST PL S TUKWILA, WA 98178 KING COUNTY ISSUE DATE 09-13-2012 ISSUED FOR: CONSTRUCTION DWGS REVISIONS REV. DATE DESCRIPTION INITIALS A 08/31/12 ISSUED FOR 90% CONSTRUCTION RC 0 09/13/12 ISSUED FOR 100% CONSTRUCTION RC NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICENSURE W iQV W p *d so >~ 0 Z Luool SHEET TITLE COMPOUND PLAN SHEET NLINIBER: A-2 REVISION: 0 E03XC408 EXISTING COMPOUND IS CONCRETE + EXISTING PCs +/ f (2'-6"X8'-6") f LP TANK/AREA + / f EXISTING SPRINT + f COAX ROUTE EXISTING SPRINT EQUIPMENT CABINET EXISTING SPRINT 2'-0•X2'-O" CABINET } EXISTING TELCO BOX + \ 4- z 4- EXISTING SPRINT METER BOARD 3'-0" WORKING CLEARANCE C " O 0 o a / EXISTING COMPOUND IS CONCRETE + EXISTING PCs f -EXISTING UPPER /AR7 LP TA LP TANKK/AREA / NG f\ ICE BRIDGE ICEBIR DGEPPER 2 PROPOSED SPRINT } / f -EXISTING SPRINT RF- HYBRID ROUTE EXISTING SPRINT GPS ANTENNA GPS ANTENNA EXISTING SPRINT COAX ROUTE TO BE REMOVED O O P / 'y Ja f PROPOSED UAM/OIENA I BOX MOUPROPOSED ON 3 EXISTING SPRINT Q / \ PROPOSED H-FRAME F-3 EQUIPMENT CABINET GO } -EXISTING SPRINT GPS ANTENNA - f PROPOSED SPRINT 4a GPS ANTENNA IA8 - EXISTING SPRINT EXISTING SPRINT 2'-0'X2'-0" CABINET / } PCs 2'-0"X4'-0" EXISTING SPRINT EXISTING SPRINT } _ PCs 2'-0"X4'-O" GPS ANTENNA • - TO BE REMOVED EXISTING TELCO BOX -EXISTING 4'-0" EXISTING 4'-0" ACCESS GATE 6 / ACCESS GATE h EXISTING SPRINT METER BOARD 3'-0".. WORKING CLEARANCE o 0 ° f :'. %a2 -.CTluc CooLIT EXISTING SPRINT LINK FENCE " \ tp TELCO CABINET PROPOSED SPRINT EXISTING SPRINT TELCO 3 MOUNTED ON 4"X4" EXISTING METER CABINET MOUNTED LC MMBS CABINET 7 TUBE STEEL POST EXISTING SPRINT 4"X4" TUBE STEEL POST EXISTING METER PPC CABINET EXISTING SPRINT PPC EXISTING RETAINING WALL MOUNTED ON 4"X4• EXISTING RETAINING WALL CABINET MOUNTED ON TUBE STEEL POST 4"X4" TUBE STEEL POST 24"x36• SCALE: 1/4" = 1'-0" 24"x36" SCALE: 1/4" = 1'-0" 11"x17" SCALE: 1/8" = 1'-0" 4 3 z 1 0 4' EXISTING EQUIPMENT PLAN 1 11•x T7• SCALE: 1/8• = 1•-0" a 3' z 1. 0 4• PROPOSED TEMP. EQUIPMENT PLAN (INTERIM) 2 NOTE: EXISTING COMPOUND STRUCTURAL ANALYSIS MUST BE PREFORMED ON ALL ROOFTOPS, FLAGPOLES AND TOWER SITES BEFORE INSTALLATION OF NEW ANTENNAS, NEW RRUS, & NEW CABINETS/TEMPORARY IS CONCRETE + PLATFORM. STRUCTURAL ANALYSIS PROVIDED BY GENERAL DYNAMICS. EXISTING PCS f L/ f EXISTING UPPER P TANK/AREA \ ICE BRIDGE / f + \ GPISTING ANTENNAINT 2 PROPOSED SPRINT RF- HYBRID ROUTE .5 • 0 P¢ f\ PROPOSED W OCIENAe J BOX MOUNTW ON EXISTING ITEMS TO BE REMOVED COMA ANTENNA (6 TOTAL, 2 PER SECTOR) BATTERY CABINET 1 RADIO CABINET 1 COAX CABLE 1`6 TOTAL, 2 PER SECTOR) EXISTING SPRINT EQUIPMENT CABINET v OlTQO / \ C' + "f" PROPOSED H-FRAME F-3 + i• EXISTING SPRINT 2'-0"X2'-0" CABINET +i ® EXISTING SPRINT PCS 2'-0"X4'-0" EXISTING i TELCO BOX \ \\ / \ '%£' /. f EXISTING SPRINT METER BOARD 3'-0" ./- , _ pe .. J___IXISTING WORKING CLEARANCE - 4'-0" ACCESS GATE EXISTING CHAIN 0 \O, fy LINK FENCE O / SPRINT 3t CROPOANTENNA e 1 1l/_ PROPOSED SPRINT e \ 9 `L BBU CABINET 7 TRUE MAGNETIC NORTH NORTH PROPOSED SPRINT / e4 g LOWER ICE BRIDGE 3 0 PROPOSED SPRINT EXISTING SPRINT TELCO MMBS CABINET -7 CABINET MOUNTED ON 4"X4" TUBE STEEL POST EXISTING METER EXISTING SPRINT PPC EXISTING RETAINING WALL CABINET MOUNTED ON 4"X4" TUBE STEEL POST 24"x36" SCALE: 1/" = 1•-0• PROPOSED EQUIPMENT PLAN (FINAL) 3 NOT USED 4 11 "x17• SCALE: 1/8" = 1'-0" 4 3' 2' 1' 0" 4' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. Spri nt)k* 4imp C(AoSw E r=-ram PACIFIC TELECOM SERVICES, LLC 111 S JACKSON ST, 2ND FLOOR SEATTLE, WA 991D4 PROJECT INFO[UMATION: NETbVORK VISION k1V1I3.S LAUNCH TUKWILA SE03XC408/880338 12400 51ST PL. S TUKWILA, WA 98178 KING COUNTY ISSUE DATE 09-13-2012 ISSUED FOR: CONSTRUCTION DWGS REVISIONS REV. DATE DESCRIPTION INITIALS A 08/31/12 ISSUED FOR 90% CONSTRUCTION RC 0 09/13/12 ISSUED FOR 100%, CONSTRUCTION RC NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICENSURE W W o (MM) SHEET TITLE ENLARGED EQUIPMENT PLANS SHEET NUMBER: A-3 REVISION: 0 E03XC408 EXISTING SPRINT PANEL ANTENNA (2 PER SECTOR, 6 TOTAL) EXISTING EMPTY EXISTING SPRINT PANEL ANTENNA MOUNT POLES ANTENNA (2 PER SECTOR, 6 TOTAL) QV� �On'-P'v EXISTING EMPTY ANTENNA MOUNT POLES EXISTING EMPTY ANTENNA MOUNT POLES s:cEX STING SPRINT IS'�l SANTENNA ECT( OR, TOTAL) EXISTING EMPTY ANTENNA /\ MOUNT POLES MOUNT EXISTING 80'-0" \i v — EXISTING SPRINT PANEL HIGH MONOPOLE ANTENNA (2 PER SECTOR, 6 TOTAL) EXISTING SPRINT PANEL ANTENNA (2 PER SECTOR, 6 TOTAL) EXISTING EMPTY _fi S\i ANTENNA MOUNT POLES TRUE MAGNETIC NORTH NORTH Gy`yZ \ EXISTING SPRINT PANEL ANTENNA (2 PER SECTOR, 6 TOTAL) \_ / EXISTING EMPTY ANTENNA MOUNT POLES EXISTING SPRINT PANEL ANTENNA (2 PER SECTOR, 6 TOTAL) TO BE REMOVED EXISTING EMPTY ANTENNA MOUNT POLES PROPOSED SPRINT RRU'S (190OMHz) MOUNTED BEHIND ANTENNA (1 PER SECTOR, 3 TOTAL) - PROPOSED SPRINT ANTENNA (190OMHz) (1 PER SECTOR, 3 TOTAL) MOUNTED ON A NEW 3"0 PIPE MOUNT- ^G� EXISTING EMPTY ANTENNA MOUNT POLES EXISTING 80'-0" HIGH MONOPOLE EXISTING SPRINT PANEL ANTENNA (2 PER SECTOR, 6 TOTAL) TO BE REMOVED PROPOSED SPRINT RRU'S (190OMHz) MOUNTED BEHIND ANTENNA (1 PER SECTOR, 3 TOTAL) EXISTING SPRINT PANEL ANTENNA (2 PER SECTOR, 6 TOTAL) TO BE REMOVED EXISTING EMPTY ANTENNA MOUNT POLES '\; 4'cl C i�6p S�G0i PROPOSED SPRINT ANTENNA (190OMHz) (1 PER SECTOR, e 3 TOTAL) MOUNTED ON A 8 NEW 3.0 PIPE MOUNT EXISTING SPRINT PANEL ANTENNA (2 PER SECTOR, 6 TOTAL) TO BE REMOVED EXISTING EMPTY ANTENNA MOUNT POLES PROPOSED SPRINT ANTENNA (190OMHz) (1 PER SECTOR, 3 TOTAL) MOUNTED ON A� NEW 3.0 PIPE MOUNT PROPOSED SPRINT RRU'S (190OMHz) MOUNTED e5 BEHIND ANTENNA (1 PER 6 SECTOR, 3 TOTAL) EXISTING EMPTY ANTENNA MOUNT POLES EXISTING SPRINT PANEL ANTENNA (2 PER SECTOR, 6 TOTAL) TO BE REMOVED EXISTING SPRINT PANEL ANTENNA (2 PER SECTOR, 6 TOTAL) TO BE REMOVED EXISTING EMPTY ANTENNA MOUNT POLES i_ j E MAGNETICTH NORTH 24-x36• SCALE: 1/2" = r'-o• EXISTING ANTENNA PLAN I 1 124"x36" SCALE: 1/2" = l'-o NEW TEMP. ANTENNA PLAN (INTERIM) 12 11•x17" SCALE: 1/4" = 1'-0• 2 1' 0 2' ll"x17" SCALE: 1/4" = 1'-0" 2 1 0" 2' EXISTING EMPTY ANTENNA MOUNT POLES e5 PROPOSED SPRINT RRU'S (1900MHz) MOUNTED BEHIND ANTENNA (1 PER SECTOR, 3 TOTAL) PROPOSED SPRINT ANTENNA e(190OMHz) (1 PER SECTOR, 8 3 T(YTAL) MOUNTED ON A NEW 3"0 PIPE MOUNT ^ ^G� pcs �70��1 EXISTING EMPTY ANTENNA MOUNT POLES EXISTING 80'-O" HIGH MONOPOLE EXISTING EMPTY ANTENNA MOUNT POLES PROPOSED SPRINT RRU'S (190OMHz) MOUNTED BEHIND ANTENNA (1 PER SECTOR, 3 TOTAL) EXISTING EMPTY ANTENNA MOUNT POLES C M l2�yi M��NI EXISTING EMPTY ANTENNA MOUNT POLES Q ' EXISTING EMPTY Pi�� �ANTENNA MOUNT POLES h S. G / PROPOSED SPRINT ANTENNA QR�OOP"�J��l NEW 3 (190OMHz) (1 PER SECTOR. )PIPE MO NON A/ PROPOSED SPRINT RRU'S (190OMHz) MOUNTED 5 BEHIND ANTENNA (1 PERkeo SECTOR, 3 TOTAL) EXISTING EMPTY ANTENNA MOUNT POLES EXISTING EMPTY ANTENNA MOUNT POLES S\O U:\ O PROPOSED SPRINT ANTENNA i\O (19OOMHz) (1 PER SECTOR, 1 TRUE MAGNETIC 3 TOTAL) MOUNTED ON A \,A�8 NORTH NORTH NEW 3.0 PIPE MOUNT / 9c G J \O NOTE: STRUCTURAL ANALYSIS MUST BE PREFORMED ON ALL ROOFTOPS, FLAGPOLES AND TOWER SITES BEFORE INSTALLATION OF NEW ANTENNAS, NEW RRUS, & NEW CABINETS/TEMPORARY PLATFORM. STRUCTURAL ANALYSIS PROVIDED BY GENERAL DYNAMICS. NOTE: EXISTING ANTENNAS ARE CDMA UNLESS NOTED OTHERWISE. NEW SPRINT ANTENNAS INCLUDE RESPECTIVE RRU'S WHICH SHALL BE MOUNTED ON THE PIPE BEHIND THE ANTENNA SIMILAR TO THAT SHOWN ON DETAIL 1, SHEET A-6. FIELD VERIFY EXISTING AZIMUTH BEFORE RELOCATING THE ANTENNA, IF REQUIRED. PRIOR APPROVAL FROM SPRINT TO BE GRANTED BEFORE RELOCATION OF ANTENNAS. NOTES: ALL AZIMUTHS ARE TO BE ESTABLISHED CLOCKWISE FROM THE TRUE NORTH HEADING. CONTRACTOR SHALL VERIFY NEW ANTENNA RAD CENTER AND ORIENTATIONS WITH SPRINT PCS PRIOR TO INSTALLATION OF ANTENNAS. PRIOR TO ATTACHING ANTENNAS AND MOUNTING SECTIONS, EXISTING TOWER AND TOWER FOUNDATION MUST BE ANALYZED BY A LICENSED STRUCTURAL ENGINEER TO VERIFY TOWER IS CAPABLE OF SUPPORTING THE NEW LOADS. REFER TO STRUCTURAL ANALYSIS BY OTHERS. CONTRACTOR SHALL REFER TO TOWER STRUCTURAL CALCULATIONS FOR ADDITIONAL LOADS. NO ERECTION OF MODIFICATION OF TOWER SHALL BE MADE WITHOUT APPROVAL OF STRUCTURAL ENGINEER. RRU / HYBRID CABLE SCHEDULE SECTOR RRU MODEL RRU FREQUENCY HYBRID CABLE LENGTH HYBRID CABLE DIAMETER JUMPER SIZE JUMPER LENGTH RET LENGTH RET CABLE MANUFACTURER RET CABLE MODEL NUMBER SPUTTER MODEL ALPHA RRH-P4 (1)1900MHz 125' N/A 1/2" 6' 9.8, COMMSCOPE RET AISGv2.0 12" MEDUSA HFC BETA RRH-P4 (1)1900MHz 125' N/A 1/2" 6' 9.8' COMMSCOPE RET AISGv2.0 12" MEDUSA HFC GAMMA RRH-P4 (1)1900MHz 125' N/A 1/2" 6' 9.8' COMMSCOPE iRET AISGv2.0 12" MEDUSA HFC ANTENNA SCHEDULE SECTOR ANTENNA FREQUENCY ANTENNA MFR. ANTENNA MODEL ANTENNA QUANTITY AZIMUTH RAD CENTER ANT. SIZE ELECT TIL MECH TILT ALPHA 1900 MHz RFS/CELWAVE APXVRRI3-C-A20 1 (PER SECTOR) 60' 1 80'-0" 54.8• -1' 0' BETA 1900 MHz COMMSCOPE HBXX-9014DS-VTM 1 (PER SECTOR) 155' 80'-0" 50.9• -4' 0' GAMMA 1900 MHz COMMSCOPE HBXX-9014DS-VTM 1 (PER SECTOR) 240' 80'-0' 50.9• -5 0' 124"x36" SCALE: ,/2" = l'-o" PROPOSED ANTENNA PLAN (EQUAL) 13 I NOTES & ANTENNA SCHEDULE 14 11"x17• SCALE: 1/4" = 1'-0" 2' 1' 0" 2' TIP IIJFnRUATInN rnNTAINFn IN THIS SFT OF CnNSTR11CTInN OnCUMFNTS IS PROPRIFTARY RY NATLIRF_ ANY USF OR DISCIOSURF OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. Sprint C OWN ASTL E -ramPA .�l TELE�o « 111 S JALKSON ST, 2N0 TLOOR SEATTLE. WA 08104 PROJECT INF-ORJb1ATION: NETWORK VISION KNOBS LAUNCH TUKWILA SE03XC408/880338 12400 51ST PL. S TUKWILA, WA 98178 KING COUNTY ISSUE DATE 09-13-2012 ISSUED FOR: CONSTRUCTION DWGS REVISIONS REV. DATE DESCRIPTION INITIALS A 08/31/12 ISSUED FOR 90% CONSTRUCTION RC 0 09/13/12 ISSUED FOR 100% CONSTRUCTION RC NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICENSURE w N W V 0 Lu Ix O SHEET TITLE ANTENNA PLANS 8c SCHEDULES SHEET NUIMBER: A-4 REVISION: ° ISE03XC4081 PROPOSED SPRINT PERANTENNA 1 2 TOTAL) MOUNTED ON SECTOR, EW 3 3'0 PIPE MOUNT PROPOSED SPRINT RRU'S (190OMHz) e MOUNTED BEHIND ANTENNA (1 PER g SECTOR, 3 TOTAL) EXISTING OTHER CARRIER ANTENNAS ARRAY 80'-0" HIGH MONOPOLE ;ED SPRINT HYBRID K 2 INSIDE MONOPOLE RF- NOTE: MATCH HEIGHT OF TOP OF NV ANTENNAS TO HEIGHT OF TOP OF EXISTING CDMA ANTENNAS EXISTING SPRINT TELCO CABINET MOUNTED ON 4"X4" TUBE STEEL POST PROPOSED SPRINTeq BBU CABINET PROPOSED SPRINT MMBS CABINET VA 7J PROPOSED SPRINT 3&4 GPS ANTENNA 8 EXISTING SPRINT UPPER ICE BRIDGE PROPOSED UAM/CIENAr3 BOX MOUNTED ON F-3 PROPOSED H-FRAME EXISTING SPRINT LOWER ICE BRIDGE EXISTING 6'-0' HIGH CHAIN LINK FENCE NOTE: STRUCTURAL ANALYSIS MUST BE PREFORMED ON ALL ROOFTOPS, FLAGPOLES AND TOWER SITES BEFORE INSTALLATION OF NEW ANTENNAS, NEW RRUS, & NEW CABINETS/TEMP(- - - - STRUCTURAL AN. GENERAL DYNAM ANTENNA 1 2 SECTOR, 8 8 ON A NT RRU'S (1900MHz) 5 NTENNA (1 PER TRIER iH MONOPOLE i e2 (POLEOLE F- i 3&4 S _CO )N 'OST 4 4-9 SOUTHEAST ELEVATION SOUTHWEST ELEVATION 010 24"x36" SCALE: 3/16" = 1'-0" PROPOSED SOUTHEAST &SOUTHWEST ELEVATION j 11"x17" SCALE: 3/32 = 1'-0" 4 2 11 4' 1 Sprint 4low CWOWN CASTLE r ram PACIFIC tELEC 0W SERVICES. LLC 111 S JACKSON ST. 2ND FLOOR SEATTLE. WA 98104 PROJECT INFORMATION: NETWORK VISION IN4N/IBS LAUNCH TUKWILA SE03XC408/880338 12400 51ST PL S TUKWILA, WA 98178 KING COUNTY ISSUE DATE 09-13-2012 ISSUED FOR: CONSTRUCTION DWGS REVISIONS REV. DATE DESCRIPTION INITIALS A 08/31/12 ISSUED FOR 90% CONSTRUCTION RC 0 09/13/12 ISSUED FOR 100% CONSTRUCTION RC NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICENSURE Lu z w 2O Lu V O � SHEET TITLE. - PROPOSED SOUTHEAST & SOUTHWEST ELEVATION SHEET NUMBER: A-5 REVISION: 0 SE03XC40 THE INFORMATION CUNIAINEU IN 11115 SLI OF CUNSIRUCIION UUCUMLNT5 15 PROPRIETARY BY NATURE. ANY USE OR U15CLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PRUHltlntu. NEW 3 1/2- O.D. MOUNTING PIPE NEW 1900 MHZ RRU NEW SAMSUISHALL NEW HYBRID FREQUENCY ANTENNA P CABLE NEW HYBRID BREAK-OUT o NEW SAMSUCYLINDER AND ENCLOSURE. II MOUNTINGCONTRACTOR SHALL MOUNT w HARDWARETWITH ADEQUATE HARDWARE TO NEW PIPE EXISTING FRAME. HARDWARE. CONTRACTOUSE ADEQUHARDWARE WITH AN E FRAME. NEW HYBRID CABLE FROM NEW NEW PANEL ANTENNA RF CABINET WITH MOUNTING HARDWARE NEW JUMPER (TYP•) REFER TO 6/A-8 22"x34' SCALE: NOT TO SCALE ANTENNA & HYBRID CABLE 1 22"x34" SCALE: NOT TO SCALE NOT USED 2 22"x34" SCALE: NOT TO SCALE NOT USED 3 22x34 SCALE: NOT TO SCALE NOT USED 4 11"x17" SCALE: NOT TO SCALE 11'x17' SCALE: NOT TO SCALE 11"x17' SCALE: NOT TO SCALE 11°x17' SCALE: NOT TO SCALE V-1 3/4' PER RRU OPTIC PORT ANTENNA PORTS TECHNOLOGY O I I NEW SAMSUNG I MOUNTING 00 00 I I BRACKET AND HARDWARE I Q O Q Q I SAMSUNG nANT 0 0 ANT 1 o ANT 2 o ANT 3 o I o—hot— 3 1/2- O.D.0 0o MOUNTING PIPE r cD MOUNTING BRACKET AND I I r o rn HARDWARE I I oN ow I oz zw ow r� 0 I 0 DIMENSIONS w �- --- GROUND ------ - - - - - - - - - — HXWxD: 350x6O5x228mm POWER RET (13.13N23.13N9) 0'w w PORT PORT WEIGHT: 65LBS -48 � MOUNTING TABS, TYP. FGND VOLTS - - - - - I I O - - - -- �� In. -45-�731/2- O.D. 3 1/2" O.D. MOUNTING PIPE MOUNTING PIPE °m :m AD I BE I I I I TOP VIEW LEFT SIDE VEW FRONT VIEW I o o I x34" SCALE: NOT TO SCALE 1900 MHZ RRH-P4 MECHANICAL SPECIFICATIONS 5 SCALE: NOT TO SCALE RRU POLE INSTALLATION DETAIL (7 11"zi7" SCALE: NOT TO SCALE I I 11 X17' 11"x17" SCALE: NOT TO SCALE RECTIFIER RF-ANTENNA ® UADU 5) CPRI CABLE 6) RET CABLE 4) POWER CABLE o - 1 I I I 7) RF CABLE I 3) RRH-P4 GROUND CABLE FEEDER LINE GROUND CABLE (GROUND KIT/7/8 IN. FEEDER L1NE OR MORE) I MGB Iii;. ° „ •1)°MGB TGB � �� GROUND CABLE 2) TGB GROUND CABLE I I _ TGB AND GROUND KIT ARE USED IN CASE " OF THE 7/8 IN. FEEDER LINE OR MORE ' x34" SCALE: NOT TO SCALE SAMSUNG MMBS WI RING DIAGRAM % x34" SCALE: NOT TO SCALE 'z1Y NOT USED 8 11"x17" SCALE: NOT TO SCALE 1 / 11 SCALE: NOT TO SCALE Sprint C(AS E -ram III TELE COY YICES. LLC 111E S JACKSON ST. E2ND FLOOR SEATTLE. WA 98104 PROJECT INFORMATION: NETIVOKK VISION 1N•tMBS LAUNCH TUKWILA SE03XC408/880338 12400 51ST PL S TUKWILA, WA 98178 KING COUNTY ISSUE DATE 09-13-2012 ISSUED FOR: CONSTRUCTION DWGS REVISIONS REV. DATE DESCRIPTION INRULS A 08/31/12 ISSUED FOR 90% CONSTRUCTION RC 0 09/13/12 ISSUED FOR 100% CONSTRUCTION RC NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICENSURE Lu N -� 't Z Ul O mid 6si Bp I O SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER: A-6 REVISION: 0 SE03XC408 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. 3" MIN 2'-4" ,36" MAX, 2'-4" n NEW NEW BBU MMBS I` CABINET CABINET LT I I a I '1 19d � 19d REM SPECIFICATIONS CAPACITY MAX. 4 BATTERY STRINGS AIR-CONDITIONER/COOLING COOLING WITH FAN FOR EMERGENCY MODE (MCLEAN T20 WAC) SOUND LEVEL. 6513A 01.5m 71(H) x 41.25(D) x SIZE 27.6(W) INCH 1B00(H) x 1048(D) x 700(W) mm CABINET WEIGHT 370 LBS PER BATTERY 529 LBS STRING WEIGHT NARADA 190AH BATTERY (12NDT190) AGM TYPE (VRLA) AC POWER 22OVAC, 3.5AMP TYP. 14AAMP STARTING DC POWER 10A MAX 048DVC ELECTROLYTE - 9 GAL CAPACITY AC INPUT CIRCUIT BREAKER BATTERY BREAKER #4 4TH BATTERY BATTERY BREAKER #3 3RD BATTERY BATTERY BREAKER #2 BATTERY BREAKER #1 2ND BATTERY BATTERY CABLE TERMINAL GROUND BAR CABLE ENTRANCE fl 1ST BATTERY 11 17" SCALE: NOT TO SCALE OUTDOOR MMBS & BBU TYPICAL LAYOUT I 1 I 11 x34" SCALE: NOT TO SCALE BBU CABINET 12, I 11"x17" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 0 in HEX STOPPING 2'-8" 3'-4" TOP VIEW f� N o I I 2" 2'-5- BACK VIEW SIDE VIEW 11" N 2'-2" 2•-5" BOTTOM VIEW 2'-3" FRONT VIEW MMBS EQUIPMENT WEIGHT & DIMENSIONS MMBS CABINET I 1800x700x1018(820)mm/70. Bin x 29.5in x 40.1(37.0)in MMBS CABINET 251kg (5531bs) W/O OU SHELF 300kg W/4 DU SHELF J 2 _3" FRONT VIEW 2'-3" in I 465.1 19' MOUNTING m 3'-5" 3'-0" 2'-7" 2'-5" SIDESIDE VIEW 2" 2'-3" LI N I BOTTOM VIEW BBU EQUIPMENT WEIGHT & DIMENSIONS BBU CABINET 180Ox70Ox1018(820)mm/70.8in x 29SL2 x 40.1(37.0)in BBU CABINET 168kg (370IbS) W/O BATTERY 1136kg WITH BATTERY 22"x34" SCALE: NOT TO SCALE 22"x34" SCALE: NOT TO SCALE 11"x17' SCALE: NOT TO SCALE MMBS MECHANCIAL SPECIFICATIONS 3 11"xi7" SCALE: NOT TO SCALE THE IMMPIAATInN nnNTAINFn IN THIS SFT nF CnNSTRI1CTInN nnCIIMFNTS IS PROPRIFTARY RY NATIIRF. ANY IISF OR OIS('IOSHRF OTHFR THAN THAT WHICH RELATES TO O.ARRIFR SFRVICFS IS STRICTLY PROHIBITED. �-l______ ____________ 2•-5„ SECTION A O O TOP WITH UFTING LUGS O r1 TOP VIEW 16 �o 1% egI,, BBU MECHANCIAL SPECIFICATIONS 4 Sprint 4 1 k . III . 10" C OWN CASTLE r ram PACIFIC TELEC Ox SERVICES. LLC III S JACKSON ST, 2ND FLOOR SEATTLE, WA 98104 PROJECT INFORMATION: NETWORK VISION NV\ABS LAUNCH TUKWILA SE03XC408/880338 12400 51ST PL S TUKWILA, WA 98178 KING COUNTY ISSUE DATE- 09-13-2012 ISSUED FOR: CONSTRUCTION DWGS REVISIONS REV. DATE I DESCRIPTION INITIALS A 08/31/12 ISSUED FOR 90% CONSTRUCTION RC 0 09/13/12 ISSUED FOR 100% CONSTRUCTION RC NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICLNSURE N N �� W O gO w w vo SHEGI"I'I'ILE EQUIPMENT DETAILS OUTDOOR SPECIFICATIONS SHEET NUINLBER: A-7 REVISION: 0 SE03XC408 MANUFACTURER: COMMSCOPE MANUFACTURER: RFS/CELWAVE GPS-TMR-HR-26NCM MODEL: HBXX-9014DS-VTM MODEL: APXVRRI3-C-A20 UNIT WEIGHT: 29.8 LEIS WEIGHT: 39.5 LBS DIMENSIONS: 50.9" X 12.0" X 6.5" DIMENSIONS: 54.8" X 13.8" X 4.3' FREQUENCY: REFER TO RF DATA SHEEP FREQUENCY: REFER TO RF DATA SHEET 4.3" 6.5' 13.8" 4' q" MAX �12.0" �e 12.0' MAX 13.8" GPS-TMG-LMNT ANTENNA MOUNT 16IHE c ATTACHED TO 1"0 PIPE 1" CIA SCH. 40 a STAINLESS STEEL OF GALV. PIPE MINIMUM OF 75% OR GPS OBSTRUCTIONS TOP Q 270' IN ANY DIRECTION MUST BE BELOW 00 ED GPS 12.0" m 0 O 16 • • • CJ 13.8" 0 0 RF CONNECTOR, TYP ® ® NOTES 1. THE GPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD 1"0, SCH. 40, GALVANIZED STEEL OF STAINLESS STEEL PIPE. THE PIPE MUST NOT BE o; • • THREADED AT THE ANTENNA MOUNT END. RF CONNECTOR, TY THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH (MIN. OF 18", 8'-0" IF REMOTE ELECTRICAL MOUNTING TO NEW MMBS-BBU) USING A HAND OR ROTARY PIPE CUTTER TO DOWNTILT ACTUATOR, TYP BOTTOM ASSURE A SMOOTH AND PERPENDICULAR CUT. A HACK SAW SHALL NOT BE BOTTOM USED. THE CUT PIPE END SHALL BE DEBURRED. 2. IT IS CRITICAL THAT THE GPS ANTENNA IS MOUNTED SUCH THAT IT IS WITHIN RF CONNECTOR, TYP--- RF CONNECTOR, TYP —�� 2 DEGREES OF VERTICAL AND THE BASE OF THE ANTENNA IS WITHIN 2' OF REMOTE ELECTRICAL FRONT SIDE REMOTE ELECTRICAL FRONT LEVEL. DOWNTILT ACTUATOR, TYP DOWNTILT ACTUATOR, TYP 3. DO NOT SWEEP TEST GPS ANTENNA ANTENNA INFORMATION ANTENNA INFORMATION 4. ATTACH GPS MOUNTING PIPE TO NEW MMBS-BBU USING (4) 8MMx15MM SS PUII m FROM PRELIMINARY PULLED FROM PRELIMINARY BOLTS AND (4) 1" PIPE STRAPS. GPS TO BE MOUNTED A MIN. OF 2'-0" PRODUCT DATA SHEET PRODUCT DATA SHEET ABOVE MMBS-BBU CABINET. 22'x34" SCALE: NOT TO SCALE 1900 ANTENNA DETAIL 1 x17 SCALE: NOT TO SCALE 1900 ANTENNA DETAIL 2, SCALE: NOT TO SCALE GPS UNIT PIPE MOUNT 3 x34' SCALE: NOT TO SCALE GPS REQUIREMENTS 4 11 "x17" SCALE: NOT TO SCALE 11 17"z17" SCALE: NOT TO SCALE 11 17• 11'x17" SCALE: NOT TO SCALE 11 11"x17" SCALE: NOT 70 SCALE S66M BLOCK FOR UDA GPS SURGE ARRESTOR CLAMP (SHALL BE SO SHALL. SOLIDLY BIND TERMINATION CLOSURE 0 0 0Pqp�Eu czq q TWO POINTS SHALL BE FIXED BEFORE RRU CONNECTION CLOSURE ii ii • • AND ROLLED CABLE ee Ee x'Ex B AT1EiY %1 BATTERY {10 ie is j� RRU GAM MA AC/GROUND CABLE SHALL BE PLACED NOT TO TOUCH WITH TOWER STRUCTURES OR OTHER MATERIALS. BENDING RADIUS OF ROLLED CABLE SHALL ■1Ii ■E E■ RRU BETA RRU ALPHA BE LARGER THAN REQUIREMENTS OF SPECIFIC PRODUCE. DROOM g ■n� L�IIII II xEEi . PORT LAYOUT DETAIL COMSEAL -MARKER:ROXTEC UDA OR BH CABLE ENLARGED TO SHOW NOTES -P/N:COMSEAL 16/16 CPS CABLE o` CLAMP DETAIL MUDROOM DETAIL NEW 4' SST CLAMP, ANGARD HANGER IN ANDREW /31670-3. SNAP -IN FOR EXCESS NEW 3 1/2" O.D. ENLARGED TO SHOW NOTES TYP, OF (2) PER CABLES ANTENNA MOUNTING BREAKOUT UNIT PIPE EXISTING MONOPOLE NEW SST STANDARD O VA HANGER NEW HYBRID FANOUT (3) NEW BREAKOUT PROPOSED MMBS-BBU PROPOSED MMBS-BBU CABLE TYPICAL. OF 3. UNITS, TYP OF (1) CABINET CABINET SUPPORTED BY PER SECTOR HOISTING GRIP EVERY 200'-0' COLOR CODE BAND PROPOSED 1900 o ANTENNA p 2' LB HOUSING INTO EXISTING COLLAR MUDROOM O MOUNT O MUDROOM o 2 SEAL TIGHT 0 2' LB HOUSING INTO CONDUIT FOR HYB*DR CABLEW P/N #84MUDROOM SEE PORT LAYOUT o2' HEAVY WALL NEW CROSS -OVER DETAIL 2' HEAVY WALLCOUPLING PLATE (MTS FIN COUPLING2" SEAL TTTE FLEXIBLE XP-2040) O E��-''''-yy��-''''-yy-''-y-----�'-- 2" SEAL TITE� CONDUIT TO PROPOSED 0 D STRAIGHT CONNEEQUIPMENT --------T------- 10 I L-------- - --�z" SEAL TrrE srRwcHr EXISTING ANTENNA ----------- ( 1 NEW SST TOWER NEW 3-1/2' O.D. 2" HEAVY W SUPPORT FRAME / ISEANDOFF PNDREW ANTENNA MOUNTING CONDUIT COUPLCONNECTOR (TYPE SST- PIPE I SEE PO RT LAYOUT DETAIL 2' SEAL TTTEO O SUPPORT HYBRID I I FLEXIBLE CONDU CABLE WITHIN 12" NEW \ I I OF MEDUSA 1900 RRU I GAIL BLOCK4 PROPOSED UNIVE COAX PORE \ I I ANGLE ADAPTER \ I I PROPOSED BUTTERFSEAL TIGHT STRAGHT \ I I CONDUIT HANGECOUPLING P/N #88412 \ I NEW I \ I RET \\ I CABLE 2' SCH 80 PVC FROM TELCO BAW \ I NEWINTO MUDROOMDUIT MICROFLECT PIPE I JUMPERKIT P/N /B2127 I CABLEGLE \\ I I REAR VIEW ADAPTOR P/N ------------------ J -8-157 W/ " GALV. SIDE VIEW TIT ALL THREAD SUPPORT TO ANTENNA MOUNT PIPE OR MOUNT WITH BLOCKS itit 0 x34" SCALE: NOT TO SCALE "x17" HYBRID AND TELCO LINE SUPPORT DETAIL 5 x34" SCALE: NOT TO SCALE "x17" TYPICAL BOOM & STAND-OFF DETAIL 1900 ANTENNA DETAIL 6 11 SCALE: NOT TO SCALE 11 SCALE: NOT TO SCALE Sprint CN AOS E F- ram P• IFIC TELECOM SERVICES. LL C III S JACKSON ST, 2ND FLOOR SEATTLE. WA 98104 PROJECT INFOKN4ATION: NETWORK VISION NABS LAUNCH TUKWILA SE03XC408/880338 12400 51ST PL S TUKWILA, WA 98178 KING COUNTY ISSUE DATE 09-13-2012 ISSUED FOR: CONSTRUCTION DWGS REVISIONS REV. DATE DESCRIPTION INITIALS A 08/31/12 ISSUED FOR 90% CONSTRUCTION RC 0 09/13/12 ISSUED FOR 100% CONSTRUCTION RC NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICENSURE M� 'V F UJ N > �O O S (id Lucr oa SHEET TITLE EQUIPMENT DETAILS SHEET NUNIBER: A-8 REVISION: 0 SE03XC408 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. NOTES 1. MULTIPLE CONDUITS CAN BE PLACED IN THE SAME TRENCH l AS A MINIMUM SEPARATION PER THE LOCAL UTILITY COMPANIES IS MAINTAINED. CASES THE MINIMUM CENTER TO CENTER SPACING BETWEEN CONDUITS IS V-0" (NOT .._.SIRED FOR COAX). 2. CONTRACTOR SHALL RESTORE THE TRENCH TO ITS ORIGINAL CONDITIONS BY EITHER SEEDING OR SODDING GRASS AREAS. OR REPLACING ASPHALT OR CONCRETE AREAS TO ITS ORIGINAL CROSS SECTION. 3. IF SAW CUT IS NEEDED, OVER CUT BOTH SIDES OF TRENCH BY MINIMUM OF 6" TO AVOID DEPRESSION IN THE FUTURE FINISHED GRADE OR AC �T 2'_6•f PAVING MATCH SLOPE & THICKNESS OF EXISTING 1 * ' COMPACTED BACKFILL TO MIN 959 MODIFIED MAX. DENSITY PER �// III=III— —_ y// m w // 6 7 ASTM D1557 METHOD o \//\11 IIII11�1111111 III —III 11 III UNDISTURBED EARTHS\i\ n III III —III III —III III —III —III 111 IIIII IIIII IIII IIIII IIIIIIIIIIIII IIIIIII \/� UTILITY //\. WARNING \\//\\ TAPE TELCO/LOW VOLTAGE \ III —III III=11 III —III —I \//\� CONDUITS \ MIN. 6" 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 1"-0" MIN. POWER CONDUITS CLEARANCE SAND BEDDING UTILITY TRENCH DETAIL I 1 ANCHOR SCHEDULE BOLT DIA. HOLE DIA. 'E" EMBEDMENT 3/8' 3/8" 2" 1 /2' 1/2' 3' 5/8' 5/8' 3 1/8" 3/4" 3/4" 3 3/4' w EQUIPMENT CABINET J (O w HILT1 KWIK BOLT-TZ USE S.S. KB-TZ FOR EXISTING CONC. SLAB uwi OUTDOOR APPLICATION < a a: G a d NOTES: 1. THE CONTRACTOR SHALL ACCURATELY LOCATE ALL EXISTING REINFORCING BY X-RAY OR EQUIVALENT METHODS. NO REBAR OR TENDONS SHALL BE CUT. ALL EXPENSES RELATED TO REPAIR OR CUT RE13AR OR TENDONS SHALL BE ENTIRELY AT THE EXPENSE OF THE CONTRACTOR. 2. SPECIAL INSPECTION IS REQUIRED FOR (HILTI KWIK BOLT-TZ PER ESR-1917) CONCRETE EXPANSION ANCHORS AGAINST SEISMIC. 3. INSTALLATION OF WEDGE ANCHORS IN MASONRY IS NOT ALLOWED. 4. VERIFY WITH CABINET MANUFACTURER FOR MOUNTING HOLE LOCATIONS. CABINET ANCHOR DETAIL 2 21 17* SCALE: NOT TO SCALE 1"z17SCALE: NOT TO SCALE — — — — — — — — — — I I 2'_0' 2'-0" WIDE "GRIP — — — — — — — — — — — — - I I STRUT PLANK" (COOPER B-LINE P/N #H-53010) )4m BOLT, TYP C/C U-BOLTS n (2) Yz' m x 3-1/2" C/---_--__--_ � --------------- D-BDL I � I 3-1/2"m SCH 80 PIP[ I L4x4x14 TYP W ILaxaxYa TYP I I I I L---------------------J 3-1/2" O.D. GALV. CONNECTION DETAIL PIPE (VALMONT OR EQUIVALENT) o FINISH SLOPE TO DRAIN DRILLER PIER FOUNDATION WITH (4) #5 BARS & #3 TIES ® 12 2'-0' NOT USED 1 ?j 1 rLAN " — V—O" SECTION 1 ���® 1" = V-0" pt .it 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE ICE BRIDGE DETAIL 4 THE INFORMATION CONTAINFD IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SFRVICES IS STRICTLY PROHIBITED. Spri nt),111, 4d= C NAOS L E Ll ;:==—ram VAC IE IC TELECE.NOM SESYIC ES, LLI 111 W JATA 2NE1 :lAOR SEATED :, WA 98104 PROJECT INFOR.NIATION: NE I -WORK VISION N,b MBS LAUNCH TUKWILA SE03XC408/880338 12400 51ST PL S TUKWILA. WA 98178 KING COUNTY ISSUE DATE- 09-13-2012 ISSUED CONSTRUCTION DINGS REVISIONS REV. DATE DESCRIPTION INITIALS A 08/31/12 ISSUED FOR 90% CONSTRUCTION RC 0 09/13/12 ISSUED FOR 100% CONSTRUCTION RC NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICENSURE Lu ems— F t�•> ' a W V N ul Lu V Vp SHEET TITLE CONSTRUCTION DETAILS SHEET NUI\4BER A-9 REVISION: 0 SE03XC408 TYPICAL HYBRID CABLE COLOR CODE SECTOR FIRST RING COND RING THIRD RING A GREEN NO TAPE NO TAPE B GREEN GREEN NO TAPE G GREEN GREEN GREEN FREQUENCY COLOR CODE FOR PAIRS AND FIBER CABLES OF HYBRID CABLE FREQUENCY COLOR CODE FIRST RING COND RING 1900 MHz I YELLOW RED TYPICAL JUMPER CABLE COLOR CODE FREQUENCY ANTENNA PORT RRU PORT CABLE COLOR 1900 MHz PCSI -45' ANT 0 BLUE PCS7 +45' ANT 1 WHITE PCS2 -45' ANT 2 GREEN PCS2 +45' ANT 3 BROWN RET RET RED NOTES: ON HIGH CAPACITY SITES OR ON FOUR -SECTOR SITES NEEDING AN ADDITIONAL LINE AND RRU CONTACT GDIT SITE SUPERVISOR FOR COLOR CODE INFORMATION ON ADDITIONAL LINES. SUPPL SAMSUNG FlBEROPTICS ASIA TAI LEh-.., TOTAL WEIGHT WEIGHT LF TOTAL WEIGHT WEIGHT TYPE im KG) (LOS) (KG) (LBS) (KC) (LBS) (KG LEIS 60 1 13 28 0.2 0.5 19 41 0.3 0.7 TYPE 1 75 1 16 35 0.2 0.5 22 49 0.3 0.7 90 1 19 42 0.2 0.5 26 57 0.3 0.7 105 30 66 0.3 0.6 29 65 0.3 0.7 120 34 75 1 0.3 0.6 33 73 0.3 0.7 TYPE 2 135 38 85 0.3 0.6 46 101 0.3 0.7 43 94 0.3 0.6 51 112 0.3 0.7 47 104 0.3 0.6 55 122 0.3 0.7 69 151 0.4 0.8 72 160 0.3 0.7 TYPE 3 k22 75 164 0.4 0.8 78 173 0.3 0.7 80 177 0.4 0.8 85 187 0.3 0.7 89 196 0.4 0.9 102 224 0.3 0.7 TYPE 4 95 209 0.4 0.9 109 239 0.3 0.7 255 101 222 0.4 0.9 115 254 0.3 0.7 270 133 293 0.5 1.1 122 270 0.3 0.7 285 141 310 0.5 1.1 152 335 0.3 0.7 TYPE 5 300 148 326 0.5 1.1 160 353 0.3 0.7 315 155 342 0.5 1.1 188 371 0.3 0.7 330 163 359 0.5 1.1 176 1 0.3 0.7 TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 TYPE 7 TOTAL LENGTH -114'-9.95" -180'-5.35' -213'-3.05" -262'-5.60" -328'-1" -420'-0" -550'-0" HYBRID POWER AWG 10 1 PAIR, AWG 8 1 PAIR, AWG 6 1 PAIR, AWG 6 1 PAIR, AWG 4 1 PAIR, AWG 4 1 PAIR, AWG 2 1 PAIR, CABLE AWG 12 3 PAIR AWG 10 3 PAIR AWG 8 1 PAIR, AWG 8 3 PAIR AWG 6 1 PAIR, AWG 6 3 PAIR AWG 4 3 PAIR CONFIGURATION AWG 10 2 PAIR AWG 8 2 PAIR CABLE DIAMETER 0.98" 1.06' 1.18" 1.18"/1.25' 1.25" 1.56' 1.69' BENDING RADIUS 11.81" 12.99" 15.35" 17.71' 17.71" 18.00"/30.00" 21.00"/35.00" OPTIC CABLE LC/PC-to-LC/PC, SINGLE MODE DU CABINET 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE (POWER CABLE TERMINAL MAX SIZE AWG 4) RRU POWER AWG B. 0.57"-0.60" 8 AWG CABLES 4 PAIRS CABLE SPEC AWG 10 0.45"-0.48" NON USE POWER 2 PAIR POWER 2 PAIR POWER 2 PAIR POWER 2 PAIR POWER 2 PAIR POWER 2 PAIR POWER AND OPTIC CABLE AND OPTIC CAB AND OPTIC CABL AND OPTIC CABL AND OPTIC CAB AND OPTIC CABL AND OPTIC CABL PROTECTION WITH PE PIPE WITH PE PIPE WITH PE PIPE WITH PE PIPE WITH PE PIPE WITH PE PIPE SUPPLIER I TESSCO TYPE LENGTHI TOTAL WEIGHT KG LIBS TYPE 6 1 0.73 1.6 1000 732 1613 420 402 887 TYPE 7 1 1 2.2 1000 1OD6 221E 550 553 1220 11 x34" SCALE: NOT TO SCALE HYBRID AND JUMPER CABLES COLOR CODING i l I 22"x34" SCALE: NOT TO SCALE HYBRID CABLE TYPES 12. I "x17" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 2" TAPE 2' TAPE 1" SPACE SECOND RING FIRST RING BETWEEN (IF APPLICABLE PER HYBRID RINGS SECTOR) (4) PAIR COPPER TO RRU (6) FIBER CABLES HYBRID COLOR HYBRID COLOR CODE TAPE (SEE CODE TAPE (SEE TABLE FOR DETAILS) TABLE FOR DETAILS) 2" TAPE 2" SPACE THIRD RING BETWEEN HYBRID 2' TAPE 2" TAPE 1' SPACE CABLE COLOR CODE FIRST RING SECOND RING BETWEEN (IF APPLICABLE PER SECTOR) AD FREQUENCY CFREQUENCY CODE FREQUENCY COLOR RINGS COLOR CODE HYBRID COLOR J NO SPACE BETWEEN FREQUENCY COLOR CODE TAPE (SEE CABLE CODE (SEE TABLE TABLE FOR DETAILS) FOR DETAILS) 2" TAPE 2' TAPE 2" SPACE BETWEEN HYBRID 2" TAPE 2" TAPE 2" TAPE 1' SPACE SECOND RING 1 SPACE THIRD RING CABLE COLOR CODE FIRST RING SECOND RING FIRST RING BETWEEN ( IF APPLICABLE PER BET ( IF APPLICABLE PER FREQUENCY COLOR FREQUENCY COLOR HYBRID COLOR CODE RINGS SECTOR) � SECTOR) AN COLOR CODE (4) PAIR COPPER TO CABINET (6) FIBER - CABLES HYBRID COLOR HYBRID COLOR J HYBRID COLOR CODE TAPE (SEE CODE TAPE (SEE CODE TAPE (SEE TABLE FOR DETAILS) TABLE FOR DETAIL) TABLES FOR DETAILS) NO SPACE BETWEEN FREQUENCY COLOR CABLE CODE (SEE TABLE FOR DETAILS) 2' SPACE FROM END OF BREAK-OUT CYLINDER HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) 2" SPACE FROM END OF BREAK-OUT CYLINDER HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) 2' TAPE RING 2' TAPE RING 1' SPACE SECOND RING 1" SPACE THIRD RING 2' TAPE RING BETWEEN (IF APPLICABLE PER BETWEEN (IF APPLICABLE PER FIRST RING RINGS SECTOR) RINGS SECTOR) -� HYBRID COLOR WRAP TAPE AROUND HYBRID-� CODE TAPE (SEE CABLE. THREE TIMES CABLE TO TABLE FOR DETAILS) MIN. (TYP) CABINET 2" TAPE RING 2" TAPE RING 1" SPACE SECOND RING 1' SPACE THIRD RING 2' TAPE RING BETWEEN (IF APPLICABLE PER BETWEEN (IF APPLICABLE PER FIRST RING RINGS SECTOR) RINGS SECTOR) HYBRID COLOR WRAP TAPE AROUND HYBRID CODE TAPE (SEE CABLE. THREE TIMES CABLE TO TABLE FOR DETAILS) MIN. (TYP) RRU HYBRID CABLE CONNECTION AT CABINET 2" TAPE 2" TAPE 2" SPACE SECOND RING FIRST RING BETWEEN CABLE CODE 2" TAPE FREQUENCY COLOR FREQUENCY COLOR AND FREQUENCY THIRD RING NOTECODE CODE COLOR CODE CABLE P V SPACE : 1. ALL CABLES SHALL BE MARKED AT THE TOP AND BOTTOM WITH 2' COLORED TAPE OR STENCIL TAG. 2 FROM RRU COLOR TAPE SHALL BE OBTAINED FROM GRAYBAR ELECTRIC. ANTENNA END 2. THE FIRST RING SHALL E CLOSEST TO THE END OF THE CABLE AND SPACED APPROXIMATELY 2' OF JUMPER FROM AN END CONNECTOR, WEATHERPROOFING, OR BREAK-OUT CYLINDER, WITH 1" SPACE BETWEEN EACH RING. 2" SPACE 2" TAPE 2" TAPE 3. THE HYBRID CABLE COLOR SHALL BE APPLIED IN ACCORDANCE WITH THE "TYPICAL HYBRID CABLE 2" TAPE BETWEEN CABLE CODE FIRST RING SECOND RING THIRD RING AND FREQUENCY FREQUENCY COLOR FREQUENCY COLOR COLOR CODE' TABLE ABOVE FOR THE SECTOR. 1" SPACE CABLE COLOR CODE CODE CODE 4. INDIVIDUAL POWER PAIRS AND FIBER CAABLES13LES SHALL BE LABELED WITH BOTH THE HYBRID CABLE COLOR FOR THE RESPECTIVE SECTOR AND A FREQUENCY COLOR CODE IN ACCORDANCE WITH THE 'FREQUENCY COLOR CODE FOR PAIRS AND FIBER CABLES OF HYBRID CABLE' TABLE ABOVE 5. A 2' GAP SHALL SEPARATE THE HYBRID CABLE COLOR CODE FROM THE FREQUENCY COLOR CODE. 1 RRU & END FROM ANTENNA 6. THE 2" COLOR RINGS FOR THE FREQUENCY CODE SHALL BE PLACED NEXT TO EACH OTHER WITH NO OF JUMPER SPACES. 7. THE 2' COLORED TAPE(S) SHALL EACH BE WRAPPED A MINIMUM OF 3 TIMES AROUND THE HYBRID CABLE OR INDIVIDUAL CABLES, AND THE TAPE SHALL BE KEPT IN THE SAME LOCATION AS MUCH AS POSSIBLE. 0 B. COLOR BAND ON JUMPERS SHALL BE 2' WIDE WITH A 2' SPACE JUMPER CABLE CONNECTION AT RRU AND ANTENNA 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE HYBRID CABLE COLOR SCHEME DETAIL 3 THE INFORMATION CONTAINFD IN THIS SFT OF CONSTRUCTION DO(:UMFNTS IS PROPRIETARY RY NATURF. ANY NSF OR DISCIOSIIRF OTHER THAN THAT WHICH RFIATFS TO CARRIFR SFRVICFS IS STRICTLY PROHIBITED. Spri nt)ko 4NOM C O N A q E �-ram YACIE It TE LECOY SENVIC E3, LLC III S JACKSON ST. 2NO FLOOR SEATTLE, WA 98104 PROJECT INFORINIATION: NETWORK VISION IVhVIL1,S LAUNCH TUKWILA SE03XC408/880338 12400 51ST PL S TUKWILA, WA 98178 KING COUNTY ISSUE DATE 09-13-2012 ISSUED FOR: CONSTRUCTION DWGS REVISIONS REV. DATE DESCRIPTION INITIALS A 08/31/12 ISSUED FOR 90% CONSTRUCTION RC 0 09/13/12 ISSUED FOR 100% CONSTRUCTION RC NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICENSURE LLI !V Z �..E =O 0 Nis L U Lig CD SHEET TIME - ANTENNA AND CABLE COLOR CODING DETAILS SHEET NUMBER: R-F-1 REVISION: 0 E03XC408 EXISTING PCS (2'-6"XB'-6') LP TANK/AREA EXISTING SPRINT EQUIPMENT CABINI PROPOSED 1' CO TEMP POWER (75 EXISTING CHAIN LINK FENCE - EXISTING SPRINT z—o"XV—O" CABI EXISTING TELCO BOX e 1S Q PROPOSED 2' CONDUIT FOR TELCO (80'-07 — PROPOSED 1' CONDUIT FOR POWE EXISTING POWER ME EXISTING SPRINT TE CABINET MOUNTED I 4"X4" TUBE STEEL EXISTING SPRINT GPS ANTENNA EXISTING 80'-0" HIGH MONOPOLE PROPOSED UAM/CIENA 3 BOX MOUNTED ON F-3 PROPOSED H-FRAME PROPOSED CL PROVIDED VAULT/MMP 1 EXISTING POLE 24"x36" SCALE: 1/2" = 1'-0" „'x,r SCALE: 1/4" = 1'-0" 2 r o 2• PROPOSED FIBER. EQUIPMENT PLAN 1 THE INIMPUATION OONTAINFO IN THIC SFT OF (:(1NSTRII(`TN1N OOOIIEAFKITC IC PROPRIFTARY RY NATLIRF. ANY IISF OR DIS(:IOSLIRF ()THFR THAN THAT WHICH RFIATFS TO OARRIFR CFR)/I(:FS IC STRI(:TIY PROHIBITED. Spri nt)lp 49wp OCWOWN CASTLE r ram PACIFIC TELEER ERVICER. LLC 111 5 JACKSON ST, 2ND FLOOR SEATTLE, WA 98104 PROJECT INFOR\1ATION: NETIVORK VISION N-LA1BS LAUNCH TUKWILA SE03XC408/880338 12400 51ST PL S TUKWILA, WA 98178 KING COUNTY ISSUE DATE 09-13-2012 ISSUED FOR CONSTRUCTION DWGS REVISIONS REV. DATE DESCRIPTION INITIALS A 08/31/12 ISSUED FOR 90% CONSTRUCTION RC 0 09/13/12 ISSUED FOR 100% CONSTRUCTION RC NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICENSURE- C= LLI it v> zi zO LIJ O 20 Lu U cis tr O SHEET TITLE - FIBER PLAN SHEET NU.AiBER F-1 REVISION: 0 E03XC408 TYPICAL AAV (NID) POWER SOURCE INSTALLATION -,------------- / EXISTING MMBS-BBU \ / CABINET \ 1 I I I I I 5A, -48VDC BREAKER MULTIMODE FIBER (OM2 MMF) LC CONNECTORS WITH ORANGE JACKETED (OM2 TYPE) JUMPERS EXISTING TELCO CHAMBER r— — — — — — —1 PROPOSED CIRCUIT CONDUCTORS IN BURIED 1" CONDUIT FROM MMBS (SEE WIRE TYPE RHH/RHW AND CONDUCTOR GRADE SIZING TABLE, THIS PAGE, FOR WIRE .— CONDUIT SIZES) I I I MULTIMODE FIBER (OM2 MMF) IN FOR INDOOR AAV (NID) ALTERNATE POWER SOURCE INSTALLATION --------------------- FROM EXISTING / DEMARC POWER \ DISTRIBUTION I I PROPOSED 120V, 20A 1 BREAKER (2) #12 AWG CIRCUIT CONDUCTORS 1 (1) #12 AWG EQUIPMENT GROUNDING CONDUCTOR IN 1 3/4" CONDUIT I ' 3'-0" MAX PROPOSED 120V, 20A (EITHER SIDE) NEMA L5-20R TWIST LOCK RECEPTACLE I � I I I I I I I I I I NEW 120VAC CONVERTOR TO -48VDC I I I I 1 (2) #12 AWG CIRCUIT 11" CONDL -48VDC 5OW CONDUCTORS I UPS SYSTEM I (1) #12 AWG EQUIPMENT I GROUNDING CONDUCTOR I (WIRE TYPE RHH/RHW) I I r \�--------------------- POWER SOURCE FROM MMBS PROPOSED 2" BURIED CONDUIT (USE THIS ROUTE IF AAV (NID) BOX IS INSTALLED BEFORE MMBS) — — — — — — — — — — — — — — — — — — — — — — — — MULTIMODE FIBER (OM2 MMF) WITH ORANGE JACKETED (OM2 TYPE) JUMPERS IN PROPOSED 2" BURIED CONDUIT (USE THIS ROUTE IF MMBS IS INSTALLED BEFORE AAV (NID) BOX) NOTES 1. CONTRACTOR SHALL FOLLOW ALL LOCAL MUNICIPAL CODES FOR CONDUIT SPECIFICATION AND INSTALLATION. 2. ALL UNISTRUT ENDS SHALL BE COLD-GALVINIZED AND CAPPED. 3. ALL INTERIOR CONDUITS SHALL BE EMT. 4. ALL ABOVE GROUND CONDUIT SHALL BE RIGID. 5. CASE 1 - FIBER PATH TO BE USED IF MMBS DOES NOT EXIST AND FIBER ARRIVES FIRST. 6. CASE 2 - FIBER PATH TO BE USED IF MMBS EXISTS AND FIBER IS ADDED AFTER MMBS IS ESTABLISHED. a II II ;II NEW CIENA Ip I APPR. 25 LEIS II II II NEW UAM I I I CASE 1 �1 MULTIMODE FlBER (OM2 MMF) IN PROPOSED 2" BURIED CONDUIT (USE THIS ROUTE IF AAV (NID) BOX IS INSTALLED BEFORE MMBS) CASE 2 / — — — — — — — — — — — — — — — — REFER TO SHEET F-4 FOR MOUNTING DETAILS PROPOSED FTP WITHIN NEMA 3R ENCLOSURE PROPOSED 1" MIN FIBER NIPPLE FROM FTP TO AAV (NID) ENCLOSURE MULTIMODE FIBER (OM2 MMF) WITH SC CONNECTORS IN PROPOSED 2" BURIED CONDUIT I GRADE l` PROPOSED 2" OR 4" (TED) BURIED CONDUIT WITH PULL ROPE OR MAXCELL FROM EXISTING FIBER RING (SIZE TO BE DETERMINED BY EXISTING FIBER SERVICE PROVIDER). MULTIMODE FIBER (OM2 MMF) WITH SC CONNECTORS. WIRE TYPE RHH/RHW AND CONDUCTOR SIZING TABLE (48VDC ® 96W/2.0 AMPS) DISTANCE (FT) 0'-180' 180'-280' 280'-460' 460'-720' CIRCUIT CONDUCTOR SIZE (2) #12 AWG (2) #10 AWG (2) #8 AWG (2) #6 AWG GND CONDUCTOR SIZE (1) #12 AWG (1) #12 AWG (1) #12 AWG (1) #10 AWG CONDUIT SIZE 1" 1" 1" 1" p,lZ Sprint Ll C AOS T E ;==-ram PAC FIt TELEC DR SERVICES, L C 1j 1 S L JACKSON ST. 2ND FLOOR SEATTLE, WA 98104 PROJECT INFOIIJ\1ATION: NETWORK VISION I\L\4BS LAUNCH TUKWILA SE03XC408/880338 12400 51ST PL. S TUKWILA, WA 98178 KING COUNTY ISSUE DATE 09-13-2012 ISSUED FOR: CONSTRUCTION DWGS REVISIONS REV. DATE DESCRIF110N INITIALS A 08/31/12 ISSUED FOR 90% CONSTRUCTION RC 0 09/13/12 ISSUED FOR 100% CONSTRUCTION RC NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICENSURE In izg Lu N 3 Lu ao O "j fLu CD �p ida SHEET TITLE - FIBER ONE —LINE DIAGRAM SHEET NUMBER: F-2 REVISION: 0 E03XC408 THE INFORMATION CONTAINED IN THIS SET OF NATURE. ANY THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. 5/8' THICK STEEL BASE PLATE w/ (4) 9/16" DIA HOLES 1" TYP. 24"x36" SCALE: NOT TO SCALE 11"07" SCALE: NOT TO SCALE CORE DRILL HOLE FOR NEW CONDUIT PENETRATION. )CAL APPLICABLE SEE NOTES 2 AND 3—\ IG CODES FOR FIRESTOP RATING I. SEE NOTE 1 EXISTING TELCO, OR CONCRETE FLOOR CONDUIT aRIES) )RILL FOR )NDUIT ATION =TE OR 3LOCK WALL PENETRATION PIPE LEG DIA S.S. HILTI KWIK (OR APPROVED (3 1/4" MIN. EMBED) HICKNESS CONC. )NTRACTOR TO FIELD PROPOSED 4'X4' WEATHER RESISTANT PROPOSED H-FRAME BASE PLATE DETAIL 1 POWER, TELCO, OR OTHER CONDUIT (DIA. VARIES) PROPOSED METALLIC F SEE LOCAL APPLICABLE BUILDING CODES FOR HOURLY FIRESTOP RATING SYSTEM. SEE NOTE 1 a 4 d o PROPOSED ' - < FOR TEMP FLOOR PENETRATION PROPOSED 1" CONDUIT / TO TO TO TO FOR POWER MMBS AC MMBS MMP PROPOSED 1/2" CONDUIT W/ #6 GROUND PROPOSED 2" CONDUIT FOR TELCO PROPOSED 2" CONDUIT FOR FIBER, LABEL "AAV" NOTES 1. CONTRACTOR SHALL COMPLY WITH ALL BUILDING CODES AND LOCAL JURISDICTION O REQUIREMENTS. 2. CONTRACTOR TO LOCATE EXISTING STRUCTURAL REINFORCEMENT WITHIN EXISTING CONCRETE FLOOR PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL NOT CUT ANY CONCRETE FLOOR REINFORCEMENT, AND EXISTING REINFORCEMENT SHALL MAINTAIN ITS ORIGINAL PURPOSE AND INTEGRITY. 24"x36" SCALE: NOT TO SCALE 24"x36° SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE WALL AND FLOOR PENETRATION CONDUIT DETAILS (AS REQUIRED) 2, 11•x17° SCALE: NOT TO SCALE PROPOSED FIBER EQUIPMENT ELEVATION 3 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. Spri nt)lp v IS C O ASTrE -ram YACIE IC TF Lf COY SERVICES. LLC 111 5 JACKSON ST, 2ND FLOOR SEATTLE, WA 98104 PROJECT INFORMNTION: NETWORK VISION NUMBS LAUNCH TUKWILA SE03XC408/880338 12400 51ST PL. S TUKWILA, WA 98178 KING COUNTY ISSUE DATE: 0 9 —13 — 2 012 ISSUED FOR: CONSTRUCTION DWGS REVISIONS REV. DATE DESCRIPTION INITIALS A 08/31/12 ISSUED FOR 90% CONSTRUCTION RC 0 09/13/12 ISSUED FOR 100% CONSTRUCTION RC NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICENSURE W N j W Q 2J aid wI SHEET TITLE -- FIBER INSTALLATION D ETAI LS SHEET NU,NABER: F-3 KFVISION: 0 SE03XC408 ELECTRICAL NOTES 1. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL LOCAL AND STATE CODE, LAWS. AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS REQUIRED TO MEET NEC STANDARDS. 2. CONTRACTOR SHALL COORDINATE WITH LOCAL POWER COMPANY FOR REQUIREMENTS OF POWER SERVICE LINE TO THE METER BASE, WHEN REQUIRED. POWER SERVICE REQUIREMENT IS COMMERCIAL. AC NOMINAL 120/208 VOLT OR 120/240 VOLT, SINGLE PHASE WITH 200 AMP RATING. 3. CONTRACTOR SHALL COORDINATE WITH LOCAL TELEPHONE COMPANY FOR SERVICE LINE REQUIREMENTS TO TERMINATE AT THE PPC CABINET. 4. CONTRACTOR SHALL FURNISH AND INSTALL ELECTRIC METER BASE AND 200A DISCONNECT SWITCH PER SITE PLAN DETAIL DRAWINGS AND PER LOCAL UTILITY COMPANIES SPECIFICATION, WHEN REQUIRED. THE METER BASE SHOULD BE LOCATED IN A MANNER WHERE ACCESSIBLE BY THE LOCAL POWER COMPANY. 5. LOCAL POWER COMPANY SHALL PROVIDE 200 AMP ELECTRIC METER. CONTRACTOR SHALL COORDINATE INSTALLATION OF METER WITH LOCAL POWER COMPANY. 6. UNDERGROUND POWER AND TELCO SERVICE LINES SHALL BE ROUTED IN A COMMON TRENCH. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 AND CONDUIT EXPOSED ABOVE GROUND SHALL BE GALVANIZED RIGID STEEL TUBING UNLESS OTHERWISE INDICATED. 7. ALL TELCO CONDUIT LINES SHALL BE 4" SCH. 40 PVC CONDUIT UNLESS OTHERWISE INDICATED. THE TELCO CONDUIT FROM THE PPC SHALL BE ROUTED AND TERMINATED AT DESIGNATED TELCO DEMARCATION OR 2—FEET OUTSIDE FENCED AREA, NEAR UTILITY POLE (IN FENCED AREA), OR END CAP OFF AND PROVIDE MARKER STAKE PAINTED BRIGHT ORANGE WITH DESIGNATION FOR TELCO SERVICE. 8. CONDUITS INSTALLED AT PCS EQUIPMENT ENDS PRIOR TO THE EQUIPMENT INSTALLATION SHALL BE STUBBED AND CAPPED AT 6" ABOVE GRADE OR PLATFORM. IF SERVICE LINES CAN'T BE INSTALLED INITIALLY, PROVIDE NYLON PULL CORD IN CONDUITS. 9. THE SPRINT CABINET, INCLUDING 200 AMP LOAD PANEL AND TELCO PANEL, SHALL BE PROVIDED BY OWNER AND INSTALLED BY THE CONTRACTOR. CONTRACTOR IS TO INSTALL BREAKER(S) NOT PROVIDED BY MANUFACTURER. SEE PANEL SCHEDULE ON THIS SHEET FOR BREAKER REQUIREMENTS. 10. LOCATION OF ELECTRIC METER AND DISCONNECT SWITCH TO BE PROVIDED BY GENERAL CONTRACTOR. 11. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING BID. ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTORS FUNCTIONS. THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. 12. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO ROUGH —IN. 13. THE CONDUIT RUNS AS SHOWN ON THE PLANS ARE APPROXIMATE. EXACT LOCATION AND ROUTING SHALL BE PER EXISTING FIELD CONDITIONS. 14. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. ELECTRICAL NC C0NIT) 16. ALL CONDUITS SHALL BE MET WITH BENDS MADE IN ACCORDANCE WITH NEC TABLE 346-10. NO RIGHT ANGLE DEVICE OTHER THAN STANDARD CONDUIT ELBOWS WITH 12" MINIMUM INSIDE SWEEPS FOR ALL CONDUITS 2" OR LARGER, 17. ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH PLASTIC THROAT INSULATING GROUNDING BUSHINGS. 18. ALL WIRE SHALL BE "TYPE THWN, SOLID. ANNEALED COPPER UP TO SIZE 1/10 AWG (18 AND LARGER SHALL BE CONCENTRIC STRANDED) 75 DEGREE C, (167 DEGREES F), 98' CONDUCTIVITY. MINIMUM #12. 19. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES. J—BOXES, EQUIPMENT BOXES AND CABINETS WITH APPROVED PLASTIC TAGS, ACTION CRAFT, BRADY, OR APPROVED EQUAL. 20. ALL NEW MATERIAL SHALL HAVE A U.L. LABEL. 21. CONDUIT ROUGH —IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION TO CONFLICTS. VERIFY WITH MECHANICAL CONTRACTOR AND COMPLY AS REQUIRED. 22. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN NOT HAND WRITTEN, 23. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES. PULLBOXES, AND ALL DISCONNECT SWITCHES, STARTERS, AND EQUIPMENT CABINETS. 24. THE CONTRACTOR SHALL PREPARE AS —BUILT DRAWINGS. DOCUMENT ANY AND ALL WIRING AND EQUIPMENT CONDITIONS AND CHANGES WHILE COMPLETING THIS CONTRACT. SUBMIT AT SUBSTANTIAL COMPLETION. 25. ALL DISCONNECT SWITCHES AND OTHER CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM (NO EXCEPTIONS.) PROVIDE SAMPLE FOR CONSTRUCTION MANAGER'S APPROVAL. 26. ALL ELECTRICAL DEVICES AND INSTALLATIONS OF THE DEVICES SHALL COMPLY WITH (ADA) AMERICANS WITH DISABILITIES ACT AS ADOPTED BY THE APPLICABLE STATE. 27. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS OR RISERS THROUGH BUILDING. DO NOT PENETRATE STRUCTURAL MEMBERS WITHOUT CONSTRUCTION MANAGERS APPROVAL. SLEEVES ANO/OR PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE PACKED WITH FIRE RATED MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE. FILL FOR FLOOR PENETRATIONS SHALL PREVENT PASSAGE OF WATER, SMOKE, FIRE AND FUMES. ALL MATERIAL SHALL BE UL APPROVED FOR THIS PURPOSE. SITE NUMBER: SE03XC408 MODEL NUMBER: TBD VOLTAGE: 240V/120 PHASE: 1 WIRE: 3 MAIN BREAKER: 200 AMP BUSS RATING: 200 AMPS A/C: TBD MOUNT: SURFACE NEUTRAL BAR: YES GROUND BAR: TBO ENCLOSURE TYPE: NEMA 3R N to GROUND BOND: TBD PANEL STATUS: EXISTING INTERNAL TVSS: TBD CKT LOAD DESCRIPTION BREAKER AMPS REAKERBREAKE*REAKERBREAK POLES STATUS I POLES LOAD DESCRIPTION AMPS CKT 1 4812 CABINET 150 4 ON 1 1 30 S 2 3 — ON 1 1 4 5 — ON 10 AN 6 7 — ON 1 20 FCI 8 9 SAMSUNG MMBS CABINET 100 2 ON 20 IGHT 10 11 -- -- -- ON -- 20 PARE 12 13 ISAMSUN SBU CABINET 15 1 14 75 IBLANK -- -- N/A— -- -- 16 17 BLANK -- -- -- -- — 18 19 BLANK -- -- -- -- — 20 21 BLANK 22 23 BLANK 24 28. ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT (NEW AND EXISTING) SHALL BE FIELD VERIFIED WITH THE OWNER'S REPRESENTATIVE AND EQUIPMENT SUPPLIER PRIOR TO ROUGH —IN Of CONDUIT AND WIRE. ALL EQUIPMENT SHALL BE PROPERLY CONNECTED ACCORDING TO THE NAMEPLATE DATA FURNISHED ON THE NQFOIRMA1J1ONTHE AT TTHEIGTIME OFTHESE DESIGN ANDARE SOMEASED UPON EQUIPMENT EST AVAILABLE CHARACTERISTICS NOTES MAY VARY FROM DESIGN AS SHOWN ON THESE DRAWINGS). 29. LOCATION OF ALL OUTLET, BOXES, ETC., AND THE TYPE OF CONNECTION (PLUG OR DIRECT) SHALL BE CONFIRMED WITH THE OWNER'S REPRESENTATIVE PRIOR TO ROUGH —IN. GENERAL CONTRACTOR TO CHECK REQUIREMENTS WITH LOCAL POWER COMPANY AND JURISDICTION. ADDITIONAL SUB PANEL OFF THE PPC CABINET MIGHT BE REQUIRED TO FEED NEW NETWORK VISION EQUIPMENT. 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE ELECTRICAL NOTES 1 I ELECTRICAL PANEL SCHEDULE 1 2 1 TO EXISTING UTILITY POWER SOURCE — CIRCUIT SCHEDULE NO FROM TO CONFIGURATION Q1 SOURCE METER CENTER EXISTING Q2 METER/DSC TRASWITCH LOADRCENTER & EXISTING TRANSFER SWITCH & GENERATOR OO LOAD CENTER RECEPTACLE EXISTING ® TRANSFER NEW MMBS CABINET (3) #2 AWG, (2) #T GNO IN ER SUB —PANEL CENTTRANSFER O & LOAD NEW BBU CABINET (3) #10 AWG, (2) #2 GND IN CENTER SUB —PANEL 2" CONDUIT EXISTING LOADS (REFER TO PANEL SCHEDULE PROPOSED 200A GENERATOR RECEPTACLE p(,It 410so 22"z34" SCALE: NOT TO SCALE 11"z17" SCALE: NOT TO SCAM ELECTRICAL ONE -LINE DIAGRAM 3 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. Sprint 4wom CYOWN CASTLE �-ram PACIFIC TELECDM SERVICES. LLC 111 S JACKSON ST, 2ND FLOOR SEATTLE, WA 98104 PROJECT INFORMATION: NETIAIORK VISION IYAIBS LAUNCH TUKWILA SE03XC408/880338 12400 51ST PL S TUKWILA, WA 98178 KING COUNTY ISSUE DATE 09-13-2012 ISSUED FOR: CONSTRUCTION DWGS REVISIONS REV. DATE DESCRIPTION INITIALS A 08/31/12 ISSUED FOR 90% CONSTRUCTION RC 0 09/13/12 ISSUED FOR 100% CONSTRUCTION RC NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICENSURE !V CV E Z "0 W V Lu o �� SHEET TITLE ONE -LINE DIAGRAM & POWER PANEL SCHED. SHEET NUMBER: E-1 REVISION: 0 E03XC408 MMBS PORT LAYOUT CONDUIT NO. USAGE 0 BATTERY 1 AC/GROUND 2 RRU SECTOR 1 3 RRU SECTOR 2 4 RRU SECTOR 3 5 BATTERY DC POWER ELECTRICAL NOTES: VV 'Zii. MANUFACTURED HYBRID CABLES 1. MINIMUM CABLE LENGTH BETWEEN THE OU AND BATTERY IS 70MM (2.75 in) 2. MAXIMUM CABLE LENGTH DISTANCE IS 900mm (35.43 in). WEATHER PROOFING SHALL INCORPORATE PPC WEATHERPROOFING TAPE KIT, COLD SHRINK SHALL NOT BE USED. 3. ROUTE DC CONDUCTORS IN CONDUITS TO PROPOSED MMBS CABINET 48VDC POWER DISTRIBUTION PANEL TO AND FROM PROPOSED BBU CABINET. 4. —48 VDC CABLES BETWEEN PROPOSED MMBS CABINET & RRU'S ARE FACTORY ASSEMBLED AND EQUIPED WITH ONE PRE —TERMINATED END. 5. ALL FIELD INSTALLED OC CABLING SHALL BE TYPE RHH/RHW AND SHALL BE UL THERMOSET INSULATED. ONE ;S 22"x34" SCALE: NOT TO SCALE DC POWER DIAGRAM I 1 I 22 x34" SCALE: NOT TO SCALE NOT USED 12 11"x17" SCALE: NOT TO SCALE 11"07" SCALE: NOT TO SCALE 2" SEAL TITE 90" CONDUIT CONNECTOR P/N:500007 OR SEAL TITE CONNECTION SHEET —DETAIL D 2" SEAL TITE FLEXIBLE CONDUIT FROM STUB UP TO EQUIPMENT (6'-0" MAX.) 2" HEAVY WALL COUPLING 2" SEAL TITE STRAIGHT CONNECTOR 2" SCH. 80 PVC TO STUB UP AT EQUIPMENT LOCATION I22"x34" SCALE: NOT TO SCALE EQUIP. POWER CONDUIT CONNECTIONS 13 I zz"x34" SCALE: NOT TO SCALE SEAL TITE POWER CONDUIT CONNETION 14. I 22"x34" SCALE: NOT TO SCALE NOT USED 15 11"x17" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 71"x17" SCALE: NOT TO SCALE THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. Sprint ,alvill"WO C O N AST E �-ram II SLRVII II, L I I 111 S JALKSON ST, 2ND FLOOR SEATTLE, WA 88104 PROJECT INFORMATION: NETNVORK VISION Nl\IBS LAUNCH TUKWILA SE03XC408/880338 12400 51ST PL. S TUKWILA, WA 98178 KING COUNTY ISSUE DATE- 09-13-2012 ISSUED FOR: CONSTRUCTION DWGS REVISIONS REV. DATE DESCRIPTION INRIALS A 08/31/12 ISSUED FOR 90% CONSTRUCTION RC 0 09/13/12 ISSUED FOR 100% CONSTRUCTION RC NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICENSURE 13 N_Lu Lu p T!0 0 0 w v a SHEET TITLE DC POWER ONE -LINE DIAGRAM SHEET NUMBER: E-2 REVISION: IE03 0XC408 66 BLOCK LEFT DIN RAIL PUNCH —OUT SERVICE LIGHT GROUNDING BAR CABLE HOLE Ir SMOKE DETECTOR 34U 32U RIGHT DIN RAIL ii( O O 000000e 70 O 30U o o o o 0 0 28U 8 oeeeoo 00000000000060 966 SUPPORT PLATE O OM1-5026U LOAD BREAKERS ON LVLD F7—F18 BLOCK GROUND BUS 24U 1ST GROUP OF DC 0 50 BAR SPDs I NEW I 22U 2ND GROUP OF OC No Ole 4p HOLE 20U SPDs I° 18U B S POWER CORE 30 8 8 SUPPORT FOR BSDU 16U 0 10 14D 3RD GROUP OF OC RECTIFIERS 20 O SPDs 12U 10U 10 ° T2 HXDXW: 1800x823x700MM I 8U INCLUDING MUDROOM: _ 6U B 8 1/0 MONITOR 1800x823x905MM ASER AND 4U CABINET HEIGHT POLYPHASER G BRACKET tUDA =0 2U W/O PLINTH: 1650MM BRACKET BLE POLYPHASER SURGE PROTECTOR LINK CABLE DOOR WITH 2X FAN AND FILTER CABLE GROUND CABLE ER CABLE x34' SCALE: NOT TO SCALE MMBS-BBU ELECTRICAL DETAILS 1 SCALE: NOT TO SCALE MUDROOM ELECTRICAL DETAIL 2, 11'x17' SCALE: NOT TO SCALE 11 11 07' 11'x17' SCALE: NOT TO SCALE PROPOSED EXISTING EXISTING MMBS—BBU TELCO DEMARC TELCO DEMARC MUDROOM AT PPC (HOFFMAN BOX) (SEE NOTE 2) (SEE NOTE 3) (SEE NOTE 1) (6) BLACK SHIELDED 24 AWG (3) BLACK SHIELDED 24 AWG CAT5e IN PROPOSED 2' CONDUIT CATSe IN EXISTING CONDUIT NOTES: 1. CONTRACTOR TO INSTALL NEW 66 BLOCK IN EXISTING HOFFMAN BOX AT SITES MAIN TELCO DEMARC. 2. CONTRACTOR SHALL INSTALL RJ-45 ENDS ON ALL (6) RUNS OF CAT5e INTO MMBS—BBU MUDROOM. 3. CONTRACTOR TO INSTALL NEW 66 BLOCK IN EXISTING GELCO BOX NEXT TO EXISTING PPC CABINET. 22'x34' SCALE: NOT TO SCALE TELCO RISER DETAIL 3 22'x34 SCALE: NOT TO SCALE NOT USED 4 11'x17' SCALE: NOT TO SCALE 11'x 17SCALE: NOT TO SCALE Sprint 49or C OWN ASE r ram P• IEI TE LEC0W SERVICES. LLC itf S JACKSON ST, 2N0 FLOOR SEATTLE. WA 98104 PROJECT INFORMATION: NETWORK VISION NWBS LAUNCH TUKWILA SE03XC408/880338 12400 51ST PL S TUKWILA, WA 98178 KING COUNTY ISSUE DATE 09-13-2012 ISSUED FOR: CONSTRUCTION DWGS REVISIONS REV. DATE DESCRIPTION INITIALS A 08/31/12 ISSUED FOR 90% CONSTRUCTION RC 0 09/13/12 ISSUED FOR 100% CONSTRUCTION RC NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICENSURE in N N Iv'' z W Q Q V 2 LU Lij t .) R jr O SHEET TITLE ELECTRICAL DETAILS OUTDOOR SPECIFICATIONS SHEET NUMBER: E-3LE03XC4081 REVISION: 0 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. \ EXISTING PCS f / \ EXISTING PCS / f \ LP TA K/ARE) LP TANK/AREA / -F f \ EXISTING UPPER ICE BRIDGE LP TANK AREA / / -F f EXISTING UPPER \ ICE BRIDGE 1' PROPOSED UAM BOX MOUNTED ONCIEMA EXISTING SPRINT / \ f EXISTING SPRINT QO f PROPOSED H-FRAME EQUIPMENT CABINET '1- / EQUIPMENT CABINET f f EXISTING SPRINT PCS 2'-0"X4'-0• �/ \ EXISTING TELCO BOX / / EXISTING TELCO BOX 41 f X9 f EXISTING SPRINT / BATTERY CABINET TO BE REMOVED f \ f / EXISTING SPRINT BATTERY CABINET EXISTING SPRINT RADIO CABINET 16.5. TRUE MACNETIC NORTH NORTH PROPOSED SPRINT POWER & TELCO ROUTE f f / EXISTING SPRINT RADIO CABINET TO BE REMOVED TRUE MAGNETIC EXISTING SPRINT POWER & NORTH NORTH TELCO ROUTE TO BE REMOVED EXISTING SPRINT TELCO CABINET 4- - EXISTING SPRINT POWER & TELCO ROUTE EXISTING METER EXISTING SPRINT TELCO CABINET f PROPOSED SPRINT MMBS CABINET MOUNTED ON 4"X4" MOUNTED ON 4•X4• L TUBE STEEL POST EXISTING SPRINT TUBE STEEL POST EXISTING METER PPC CABINET EXISTING SPRINT EXISTING RETAINING WALL MOUNTED ON 4"X4" TUBE STEEL POST EXISTING RETAINING WALL PPC CABINET MOUNTED ON 4"X4" TUBE STEEL POST 24•x36• SCALE: 1/4• = 1'-0• 11"x17" SCALE: 1/8• = i'-0• 4 3 2 1 0 4' EXISTING ROUTING PLAN ] 24•x36• SCALE: 1/4" = 1'-0• 11"x17" SCALE: 1/8" = 1'-O" 4' 3' 2' 1' 0" 4' PROPOSED TEMP. ROUTING PLAN (INTERIM) 2, NOTE: STRUCTURAL ANALYSIS MUST BE PREFORMED ON ALL ROOFTOPS, FLAGPOLES AND TOWER SITES BEFORE INSTALLATION OF NEW ANTENNAS, NEW RRUS, & NEW CABINETS/TEMPORARY PLATFORM. STRUCTURAL ANALYSIS PROVIDED BY GENERAL DYNAMICS. EXISTING PCS � +/ f \ LP TANK/AREA / f EXISTING UPPER } \ ICE BRIDGE / f EXISTING SPRINT / I / \ f PROPOSED UAM/CIENA BOX MOUNTED ON PROPOSED H-FRAME EQUIPMENT CABINET +/ O EXISTING SPRINT PCS 2'-0"X4'-O" Ri Mr / t 7X9 J PROPOSED SPRINT f POWER & TELCO ROUTE f \\ f EXISTING SPRINT PROPOSED SPRINT BBU CABINET INT MMBS PROPOSEDSPRINT TRUE MAGNETIC NORTH NORTH D CABINET TELCOMOUNTED MOUNTED 4"X4" TUBE STEEL POST EXISTING METER EXISTING SPRINT PPC CABINET MOUNTED ON 4"X4" TUBE STEEL POST 24"x36" SCALE: 1/4" = 1'-0" PROPOSED ROUTING PLAN (FINAL) 3 NOT USED 4 11"07" SCALE: 1/8" = i'-0" 4' 3' 2' 1' 0" 4' Sprint!* v IF I So MCF0N CAS LE r ram PACIFIC TELECOM S ERV ICES, LLC 111 S JACKSON ST. 1NO FLOOR SEATTLE. WA 98104 PROJECT INFORN4ATION: NET"/ORK VISION i'vL\,IBS LAUNCH TUKWILA SE03XC408/880338 12400 51ST PL. S TUKWILA, WA 98178 KING COUNTY ISSUE DATE 09-13-2012 ISSUED FOR: CONSTRUCTION DWGS REVISIONS REV. DATE DESCRIPTION INMALS A 08/31/12 ISSUED FOR 90% CONSTRUCTION RC 0 09/13/12 ISSUED FOR 100% CONSTRUCTION RC NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICENSURE in 1O Lu N amo '� =)om Ltj O�J' O y� O> SHEET TITLE - CONDUIT ROUTING SHEET NUINIBER: E-4 REVISION: 0 SE03XC40 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. I . ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 2. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO NEW SPRINT RRU CONNECTED SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS TO EXISTING ANTENNA GROUND MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS. BAR (1) CONNECTION PER RRU GROUND COAX SHIELD AT BOTH ENDS AND EXIT FROM TOWER OR POLE USING MFR'S PRACTICES. NEW SPRINT ANTENNA MOUNTING PIPE CONNECTED TO 3. ALL GROUND CONNECTIONS SHALL BE EXOTHERMIC. ALL WIRES EXISTING ANTENNA GROUND BAR SHALL BE COPPER THHN/TFiWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. 4. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. GROUNDING AND OTHER OPERATIONAL TESTING WILL BE WITNESSED BY SPRINT WIRELESS, LLC. REPRESENTATIVE. 5. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL _ \ ,o. PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. CONNECTION FROM EXISTING 6. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF SPRINT ANTENNA GROUND BARS GROUNDING SYSTEM PER SPRINT STANDARD GROUNDING METHOD, TO EXISTING MASTER GROUND BAR AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED SPRINT MOBILITY REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO DOCUMENT ALL EXOTHERMIC AND GROUND RING EXISTING SPRINT MASTER 7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. \ GROUND BAR AT NEW SPRINT ANTENNA GROUND LEVEL E-7 MOUNTING PIPE CONNECTED TO AGS 8. ALL EXISTING GROUND BARS, WIRES & CONNECTIONS SHALL BE EXISTING ANTENNA GROUND BAR FIELD VERIFIED. ANY DEFICIENT ITEMS SHALL BE REPLACED AS EXISTING FINAL GROUND LEAD REQUIRED TO ACHIEVE ADEQUATE GROUNDING REQUIRED BY SPRINT. NEW SPRINT RRU CONNECTED FROM MASTER GROUND BAR TO TO EXISTING ANTENNA GROUND /I �,\� / EXISTING MONOPOLE GROUND RING BAR (1) CONNECTION PER RRU GENERAL, GROUNDING NOTES MGB GROUNDING NOTES NEW SPRINT RRU CONNECTED 1. EXOTHERMIC WELDS (2). 2 AWG BARE TINNED SOLID COPPER TO EXISTING ANTENNA GROUND CONDUCTORS TO GROUNDING BAR. ROUTE CONDUCTORS TO BURIED BAR (1) CONNECTION PER RRU GROUNDING RING AND PROVIDE PARALLEL EXOTHERMIC WELD. LEGEND NEW SPRINT ANTENNA 2. EC SHALL USE PERMANENT MARKER TO DRAW THE LINES BETWEEN MOUNTING PIPE CONNECTED TO EACH SECTION AND LABEL EACH SECTION ("P", "A", "N", "I") WITH ■ EXOTHERMIC CONNECTION EXISTING ANTENNA GROUND BAR TRUE MAGNETIC 1" HIGH LETTERS. NORTH NORTH MECHANICAL CONNECTION 3. ALL HARDWARE 18-8 STAINLESS STEEL, INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ANTI -OXIDANT COMPOUND o COMPRESSION CONNECTION BEFORE MATING. ALL HARDWARE SHALL BE STAINLESS STEEL 3/8 INCH DIAMETER OR LARGER. CGB COLLECTOR GROUND BAR 4. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT MGB EXTERNAL GROUND BARWASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH AN ANTI -OXIDANT COMPOUND BEFORE MATING. 5. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUNDING BAR AND BOLTED ON THE BACK SIDE. INSTALL BLACK 24"x36" SCALE: 1/2" = 1'-O" HEAT -SHRINKING TUBE, 600 VOLT INSULATION ON ALL GROUNDING 11%17" SCALE: 1/4" = 1'-0" 2 1 0 2' ANTENNA GROUNDING PLAN 1 TERMINATIONS. THE INTENT IS TO WEATHERPROOF THE COMPRESSION CONNECTION. 6. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE \ TYPE OF TOWER, ANTENNA LOCATION, AND CONNECTION /\ CONNECTION FROM ORIENTATION. PROVIDE AS REQUIRED, NEW SPRINT GPS -{, 7. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED f TO EXISTING MASTER 4-OR RECOMMENDED BY CABLE MANUFACTURER. � / \ GROUND BAR � / / f / f 8. WEATHERPROOFING SHALL BE TYPE AND PART NUMBER AS EXISTING FINAL GROUND \ EXISTING FINAL GROUND } \ SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. LEAD FROM MASTER / f LEAD FROM MASTER / f 9. SUPPLIED AND INSTALLED 8Y CONTRACTOR. GROUND BAR TO EXISTING �. GROUND BAR TO EXISTING -I• EQUIPMENT GROUND RING / EQUIPMENT GROUND RING / 'I4-+ f 10. WHEN THE SCOPE OF WORK REQUIRES THE ADDITION OF A GROUNDING BAR TO AN EXISTING TOWER, THE SUBCONTRACTOR \ \ SHALL OBTAIN APPROVAL FROM THE TOWER OWNER PRIOR TO � �- � f MOUNTING THE GROUNDING BAR TO THE TOWER. •1- / \ • / \ 11. EXTEND TWO (2) 2 AWG TINNED CU CONDUCTOR FROM BURIED GROUNDING RING AND CONNECT TO THE NEW TOWER. FOLLOW MANUFACTURERS RECOMMENDATIONS FOR GROUNDING CONNECTIONS TO THE TOWER. (APPLICABLE TO NEW TOWERS ONLY.) e EXISTING SPRINT eEXISTING SPRINT / // \ 12. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA LOCATION, AND CONNECTION E-7 MASTER GROUND BAR E-7 MASTER GROUND BAR - ORIENTATION. THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUNDING BARS AS REQUIRED, PROVIDING 507 SPARE CONNECTION POINTS. /$ O „z •`,., /� O . 'x� 13. EXPOSED GROUND WIRES TO BE NON METALLIC LIQUID TIGHT. f / K "�'4���'- CONNECTION FROM NEW SPRINT BBU NEW SPRINT GPS TO CONNECTED TO EXISTING MASTER \ .-"^ p'• / EXISTING SPRINT GROUND BAR MASTER f \""`"; '�aQ�pO� / V MASTER GROUND BAR NEW SPRINT MMBSN�eS' NEW SPRINT MMBS�� _ CONNECTED TO %?U�' �1. CONNECTED TO a1• EXISTING SPRINT EXISTING SPRINT f MASTER GROUND BAR f MASTER GROUND BAR \ / 1ss• � 1ss• V" / . \f \ / \ TRUE MAGNETIC \ TRUE MAGNETIC + NORTH NORTH + / NORTH NORTH PLI I 24"x36 SCALE: 1/4" = 1'-0" EQUIPMENT GROUNDING PLAN (INTERIM) 2 24"x36" SCALE: 1/4" = 1'-D" �I �'� EQUIPMENT GROUNDING PLAN (FINAL) 3 11"x17" SCALE: 1/8" = 1'-0" 4' 3 2' V 0 4' 11"x17" SCALE: 1/8" = 1'-O" 4' 3' 2' i' 0' 4' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. Spri nt� amp MCFOWN CASTLE r=-ram YA C IF IC TELEC UM SERVICES. LLC 111 S JACKSON ST. 2ND FLOOR SEATTLE. WA 88104 PROJECT INFORMATION: NE "'ORK VISION NVABS LAUNCH TUKWILA SE03XC408/880338 12400 51ST PL, S TUKWILA, WA 98178 KING COUNTY ISSUE DATE 09-13-2012 ISSUEDFOK: CONSTRUCTION DWGS REVISIONS REV. DATE DESCRIPTION INITIALS A 08/31/12 ISSUED FOR 90% CONSTRUCTION RC 0 09/13/12 ISSUED FOR 100% CONSTRUCTION RC NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICENSURE J3 N Z W O �( /W/y V SHEET 1111.E GROUNDING PLAN SHEET NUMBER: E - 5 REVISION: 0 SE03XC408 ANTENNA SECTOR EXISTING 1900 MHz SPRINT SPRINT ANTENNA ANTENNA r,l �I 3 N E7 a 3 a 21 N NI � x LIST.EGB�__ I HYBRID CABLE INTERNAL GIRD WIRE TO BE TRIMMED TO FIT AND ATTACHED TO GRID BAR #10 AWG 0 2g ! ANTENNA SECTOR 2 EXISTING 1900 MHz SPRINT SPRINT ANTENNA ANTENNA JUMPER �I 3 ¢ N � x 3 a 21 N x LIST. EGB—i-__ ___ HYBRID CABLE INTERNAL I GIRD WIRE TO BE TRIMMED TO FIT AND ATTACHED TO GRID BAR ANTENNA SECTOR 3 EXISTING 1900 MHz SPRINT SPRINT ANTENNA ANTENNA JUMPER „I �I 3 a Z� y N � x CIST.EGBT------ HYBRID CABLE INTERNAL I GRID WIRE TO BE TRIMMED TO FIT AND ATTACHED TO GRID BAR DC / FIBER -(E) §2 AWG- - JUMPER Ito] 2w. ■ EXOTHERMIC CONNECTION ❑ MECHANICAL CONNECTION o COMPRESSION CONNECTION G CGB COLLECTOR GROUND BAR EXISTING UPPER TOWER MGB EXTERNAL GROUND BAR GROUND BAR ' GROUNDING NOTES 1. ALL GROUNDING CONNECTIONS SHALL BE MADE BY MECHANICAL I m m m LL LL CONNECTIONS. INCLUDING ALL CABLE TO CABLE, SPLICES, ETC. ALL o G CABLE TO GROUND RODS, GROUND RODS SPLICES AND LIGHTING PROTECTIONS SYSTEM AS INDICATED. GROUND FOUNDATION ONLY AS EXISTING DEI EXISTING 0 0 0 NEW INDICATED BY PM. ALL MATERIALS USED (MOLDS, METAL, TOOLS, ETC.) CABINET CABINET N ak MMBS SHALL BE MECHANICALLY FASTENED AND INSTALLED PER MANUFACTURERS NEW GPS CABINET HYBRID CABLE RECOMMENDATIONS AND PROCEDURES. GROUND CONDUCTOR SHALL HAVE ANTENNA �I -j INTERNAL GRID WIF E A MINIMUM 24" BENDING RADIUS. TO BE TRIMMED T FIT AND ATTACHED 2. ALL CONNECTIONS ON GALVANIZED SURFACES SHALL BE CLEANED TO GRID BAR THOROUGHLY AND COLORED TO MATCH SURFACE WITH (2) TWO COATS OF #6 AWG WITH I GALVITE (WHITE) PAINT. OR SILVERBRITE (ALUMINUM). WEATHERPROOFING 2 #2 AWG 3. ALL ELECTRICAL & MECHANICAL GROUND CONNECTIONS SHALL HAVE - - - -(E) _ I 0vl 12 0In 0 ANTIOXIDANT COMPOUND APPLIED TO CONNECTION. COAX 0 01 0 00o 4. GROUND TESTS SHALL BE PERFORMED AS REQUIRED BY SPRINT �� �� STANDARD PROCEDURES. GROUND GRID RESISTANCE SHALL NOT EXCEED 5-OHMS. #2 AWG 2 AWG EMMBS GND BAR 5. CONTRACTOR SHALL SUBMIT THE GROUND RESISTANCE TEXT REPORT AS MGB G FOLLOW: 1. ONE (1) COPY TO OWNER REPRESENTATIVE EXISTING LOWER 2. ONE (1) COPY TO ENGINEER TOWER GROUND BAR 3. ONE (1) COPY TO KEEP INSIDE EQUIPMENT INCLOSURE 6. ALL RADIO EQUIPMENT AND UTILITY CABINETS GROUNDS LEADS TO BE #2 I I I I AWG STRANDED GREEN JACKETED FROM BUSS TERMINAL. I I I 7. FOR ADDITIONAL GROUNDING NOTES SEE N-1 OR N-2. 0 o NEW BBU B. ALL ANTENNA MOUNT GROUNDS SHALL BE #2 AWG STRANDED GREEN Z CABINET JACKETED CABLE GROUNDS SHALL BE BLACK FROM MFR. o'I r;l 2 qy�G 9. ALL GROUND WIRES FROM GROUND BARS TO GROUND SHALL BE #2 AWG SOLID BARE AS REQUIRED. z 10. ALL ABOVE GROUND WIRES SHALL BE GREEN JACKETED. ALL GROUND o WIRE'S PENETRATING INTO GROUND AND BELOW SHALL BE SOLID BARE. z 2 AWG 11. ALL EXISTING HOME RUN GROUND WIRES AND CHERRY ISOLATORS TO BE x I w REMOVED. EXISTING #2 AG EXISTING #2 AG GROUNDS TO EXISTING GROUNDS TO EXISTING GROUND RING GROUND RING , pot 22'x34: SCALE: NOT TO SCALE „•x 1, SCALE: NOT TO SCALE GROUNDING RISER DIAGRAM ] Tuc IN—k—l— PnNTAINM IN THIC cFT nF r—CTRI InTl— nEV`I ILJFNTC IC PRnPRIFTAPY RY NATI IRF ANY I ICE nR DICf`1 nCI IRF EITHER THAN THAT WHIrH RFI ATFC Tn E.ARRIFR CFRVIF.FS IS CTRI(.TI Y PROHIRTTFD. Spri nt�k* Llc �v AOS TE F=-ram PACIP IL TE LE COY YERVIL EY, LLL 111 S JACK SON ST, 2NO FLOOR SEATTLE, WA 981O4 PROJECT INFOILMATION: NET"'ORK VISION MkIBS LAUNCH TUKWILA SE03XC408/880338 12400 51ST PL S TUKWILA, WA 98178 KING COUNTY ISSUE DATE 09-13-2012 ISSUED FOIL CONSTRUCTION DWGS REVISIONS REV. DATE DESCRIPTION INITIALS A 08/31/12 ISSUED FOR 90% CONSTRUCTION RC 0 09/13/12 ISSUED FOR 100% CONSTRUCTION RC NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICENSURE cl CJ T— > %�r•yy� a ws 5 W 0 LuZy O SHEET TITLE GROUNDING DETAILS SHEET NUINABER: E-1 -6 REVISION: 0 SE03XC408 NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS 12- TO 24' INSPECTION DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. ANTENNA CABLE WINDOW REQUIRED FOR BUTT CONDUCTOR 2. WEATHER PROOFING SHALL BE ANDREWS. (TYPE & PART NUMBER ALL INTERIOR AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER.) — — INSULATION UP EXTERNAL TWO —HOLE RRU TO ANTENNAS WEATHERPROOFING KIT 2 1/2'0 MAX. AGAINST THE TOOTHEAD CONNECTORS VP CONNECTOR (SEE NOTE 3) 3/8'Oxi 1/2" BARREL MIN 1/4" MIN TOTAL OF 6 LINES PER CABLE GROUND KIT S/S NUT SECTOR IF THE SITE ]1' S/S LOCK HAS BOTH 800 & 1900 #6 AWG STRANDED COPPER GROUND WASHER WIRE (GROUNDED TO GROUND BAR) S/S FLAT WEATHERPROOFING (SEE NOTE 1 k 2) WASHER KIT (TYP.) -- STANDARD GROUND CONNECTION OF CABLE GROUND KIT TO CONNECTOR KIT •) (S ANTENNA CABLE _____ _ CLEAR HEAT WEATHERPROOFING DET/3 E-5) SHRINK KIT (TYP) ANTENNA SEE NOTE 2 NOTES: TINNED COPPER 1R LEAR HEAT TO SHELTER (TYP.) 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS GROUNDING BAR S/S FLAT WASHER SHRINK ANTENNA GROUND DIRECT GROUND WIRE DOWN TO GROUND BAR. f8 AWG LAR TO S/S BOLT (1 OF 2) CONTRACTOR TO KK16— 57I MOUNT 2. GROUNDING KIT SHALL BE ANDREW SUREGROUND TYPE KIT WITH VERIFY THAT THE GROUND BAR NEAR TWO —HOLE LUG. "DO NOT GROUND BAR IS TOP OF MONOPOLE, DISCONNECT" TAG GROUNDED TO THE TOWER OR WAVEGUIDE 3, WEATHER PROOFING SHALL INCORPORATE PPC WEATHERPROOFING ON ALL GROUND TOWER OR RING LADDER. TAPE KIT, COLD SHRINK SHALL NOT BE USED. BAR INTERCONNECTS AND EQUALIZERS TYPICAL COAX GROUNDING 22"x34' SCALE: NOT TO SCALE NOT USED 1 22"x34 SCALE: NOT TO SCALE TO ANTENNA GROUND BAR 2 22"x34 SCALE: NOT TO SCALE CABLE GROUNDING 3 22'x34" SCALE: NOT TO SCALE TWO HOLE LUG 4 11'x17" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 11'x 17" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE NOTE: •PROVIDE NO—OX GREASE AT CONTACT RRU GROUNDS STRANDED CU WIRE #2 TINNED GROUND FROM ANTENNA/RRU SURFACE BETWEEN LUG AND GROUND BAR WITH GREEN, 60OV, THHN/THWN MOUNTING PIPE INSULATION. SIZE AS SPECIFIED *CONTRACTOR WILL VERIFY BUSS BAR GROUNDING TO THE TOWER OR RING. HYBRID CABLE GROUND BAR ON GROUND LEAD `V( ^ ANTENNA TOWER CROSS RUN 2 HOLE LUG CAST "T" SPLICER 1 BOLT PARAIIR CLAMP CLe1Le O O O O O 0 O EXISTING 4"xi2"xt/4" THK., o OQ O OQ 0 0 0 0 0 TINNED GROUND BAR & 2 BOLT PARALLEL ,I @Q)_TP 1 60LCT PRALLEL UNNERSASOH2E CLAMPS O O CONNECTIONS. !;P ICFlx P 0 0 0 0 0 0 0 O O O O O O O O o 0 TWO —HOLE LUG, BOLTED TO GRND GROUND BAR USING 3/8"-16 x 1 BOLT UNUER . 25 ROD CLAMP 1/4-STAINLESS STEEL HEX HEAD BOLTS AND HARDWARE. " SCALE: NOT TO SCALE TYPICAL MECHANICAL CONNECTIONS 5 22"x34" SCALE: NOT TO SCALE "x17' SECTOR GROUND BAR CONNECTIONS 6 1"x17" SCALE: NOT TO SCALE 11N17 11 SCALE: NOT TO SCALE L8 HOUSING NOTE: STRANDED CU WIRE WITH GREEN, 'PROVIDE NO—OX GREASE AT CONTACT FOR 600V, THHN/THWN INSULATION. SURFACE BETWEEN LUG AND GROUND BAR ELECTRIC #6 AWG GREEN STRANDED CU SIZE AS SPECIFIED CONDUIT GROUNDING CONDUCTOR FROM 2" PORT RRU UNIT TO #2 AWG GROUNDING 2" LIQUID ° ° o o IQUID APTOR CONDUCTOR TIGHT MMBS TIGHT BATTERY ADNEW CONDUIT GROUND BAR ON WALL, GROUND LEADS TO EACH CABINET COUPLING CABINET FOR HYBRID THIN WALL C—TAP W/PINK DYE FLOOR OR ON ANTENNA SECTOR GROUND BAR CABLES N88711 INDEX (SEE NOTES) TOWER COAX CABLE 0 o o #8436 2" RGS GROUND LEADS CONNECTIO A/C 2" LIQUID TO CONDUIT TIGHT GROUND —A COUPLING BAR INSIDE CABINET O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a6711 l EXISTING GROUND BAR QO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- 0- QO & CONNECTIONS z" LIQUID TIGHT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2" RGS \ COUPLING #88711 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 A/c CONDUIT 2" RGS DC #2 AWG STRANDED CU 2" LIQUID CONDUIT TO TIGHT #8435 `` GROUNDING CONDUCTOR TWO —HOLE LUG, BOLTED TO #2 GREEN S— — — — — — — , NEW MIABSINET — :BCW NOTE: CONTRACTOR TO SURROUND COMPLETED CONNECTION W/ WEATHER PROOFING TAPE TO GROUND BAR USING 3/8"-16 x 1 STEEL HEX HEAD BOLTS BOLTS AND HARDWARE. EXISTING GROUND ENSURE WEATHER PROOF CONNECTION. 000 RING MGB • GROUND BARS AT BOTTOM EXOTHERMIC WELD WITH #2 AWG SOLID TINNED OF TOWERS OR MONOPOLES BARE CU WIRE OR STRANDED CU WIRE WITH GREEN, #2 TINNED RING 600V, T INSULATION TO ANTENNA EXOTHERMIC WELD SHALL USE EXOTHERMIC BUILDING. STRUCTURRE,E, UILDING, RING GROUND OR MGB CONNECTION. DIAGRAMMATIC LAYOUT ONLY. MAY VARY. 22"x34" SCALE: NOT TO SCALE CABINET GND SCHEMATIC 7 22"x34" SCALE: NOT TO SCALE C-TAP CONNECTION 8 22"x34" SCALE: NOT TO SCALE TOWER MASTER GROUND BAR CONNECTIONS 9 11"x17" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE Spri nt oo CN AOS TE 61 r=-ram PACIFIC TELECOM SERVICES. LLC 111 S JACKSON ST. 2ND FLOOR SEATTLE. WA 991D4 PROJECT INFORMATION: NETWORK VISION I\L\lBS LAUNCH TUKWILA SE03XC408/880338 12400 51ST PL S TUKWILA, WA 98178 KING COUNTY ISSUE DATE 09-13-2012 ISSUED FOR CONSTRUCTION DWGS REVISIONS REV. DATE DESCRIPTION INITIALS A 08/31/12 ISSUED FOR 90% CONSTRUCTION RC 0 09/13/12 ISSUED FOR 100%. CONSTRUCTION RC NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICENSURE vj N tN w Lu O Q SHEET TITLE GROUNDING DETAILS SHEET NUMBER: E - 7 REVISION: 0 SE03XC408 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. f