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CITY OF RENTOI\9 DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT MEMORANDUM Date: July 7, 2017 To: City Clerk's Office From: Katie Buehl-Morales Subject: Land Use File Closeout Please complete the following information to facilitate project closeout and indexing by the City Clerk's Office ·-Project Name: , LUA (file) Number: Cross-References: AKA's: Project Manager: Acceptance Date: Applicant: Owner: Contact: PID Number: I ERC Determination: Administrative Decision: Public Hearing Date: Date Appealed to HEX: By Whom: HEX Decision: Date Appealed to Council: By Whom: Council Decision: Mylar Recording Number: Data Transport U.P. (9WAX000309A) LUA16-000716 Mobilitie small ceils preapplication, Data Transport Utility Pole (9WAX000309A) Jill Ding 09/29/2016 (Incomplete) Interstate Transport and Broadband, LLC City of Renton Brian Nguyen Pole # 9WAX000309A N/A N/A Aooea Per10 Date: d d En s: Date: Anneal Period Ends: No public hearing due to incomplete application Date: Aooeal Period Ends: Date: Project Description: small cell communication facilities Location: Near NE 4th Street and Union Ave NE Comments: N/A ERC Determination Types: DNS -Determination of Non-Significance; DNS-M -Determination of Non-Significance-Mitigated; DS -Determination of Significance. 4 I i I ! r1 t I ' i & £ ;: I Denis Law Mayor Community & Economic Development C. E. "Chip" Vincent, Administrator April 13, 2017 Brian Nguyen NRE Permitting Manager Mobilitie, LLC 2955 Red Hill Ave, Suite 200 Costa Mesa, CA 92627 Via email: BNguyen@mobilitie.com SUBJECT: Notice of Cancelled Land Use Applications (File LUA16-000715 and LUA16-000716) Dear Mr. Nguyen, This letter serves as notice that the two applications submitted to the City of Renton for Environmental (SEPA) Review and Conditional Use Permits (LUA16-000715 and LUA16- 000716) have been cancelled because the application is deemed incomplete. Additional items needed for a complete application have not yet been completely submitted. The City provided notice by letter on October 18, 2016 that the application was incomplete. Per RMC 4-8-100:C.2.b, the required information required for a complete application needed to be submitted within 90 days of the written notice. The timeframe for submittal of the additional materials was provided in an email to you dated December 6, 2016. I received your acknowledgement via email the same day with confirmation that you intended to submit the materials in advance of the January 16, 2017 deadline. As the requested application material was not provided, the two Conditional Use Permit applications LUA16-000715 for Data Transport U.P. (9WAX000311A), and LUA 16- 000716 for Data Transport U.P. (9WAX000309A) are cancelled. The City will retain the application materials for approximately one month should you wish to retrieve them for future use. If the application materials are not picked-up by May 15th, the City will dispose of them. In addition, public notification signs posted on the proposed project sites will need to be removed within 30 days. Thank you for your cooperation in this regard. ------·-------·-------- 1055 South Grady Way, Renton, WA 98057, rentonwa.gov Brian Nguyen Page 2 of 2 April 13, 2017 While I understand that there may be number of reasons that Mobilitie is in somewhat of a holding pattern with regard to its activities in the City of Renton, it is not my intention to end all discussions with Mobilitie at this time. I encourage you to schedule a meeting once Mobilitie is ready to resume its projects in the City of Renton so that we may reach a mutually agreeable solution. As always, if you have any questions you may contact me via telephone at 425-430-7286 or email at jhenning@rentonwa.gov. Or, you may contact Jill Ding, Senior Planner at jding@rentonwa.gov. Jennifer T. Henning, AICP Planning Director Enc: Letter to Brian Nguyen, dated October 18, 2016 Email to Brian Nguyen, dated December 6, 2016 Email from Brian Nguyen to Jennifer Henning, dated December 6, 2016 cc: Chip Vincent 1 CEO Administrator Vanessa Dolbee, Current Planning Manager Jill Ding, Senior Planner Alex Tuttle, Assistant City Attorney Elana R. Zana, Ogden Murphy Wallace, via email: ezana@omwlaw.com W. Scott Snyder, Ogden Murphy Wallace, via email: ssnyder@omwlaw.com 1055 South Grady Way, Renton, WA 98057 • rentonwa.gov I Denis Law Mayor October 18, 2016 Community & Economic Development C. E. "Chip" Vincent, Administrator Brian Nguyen NRE Permitting Manager Mobllitie, LLC 2955 Red Hill Ave, Suite 200 Costa Mesa, CA 92627 Via email: BNguyen@mobilitie.com SUBJECT: Application for Conditional Use Permits -Notice of Incomplete Application (File LUA16-000715 and LUAlG--000716) Dear Mr. Nguyen, Thank you for providing the affidavit of sign installation for the Conditional Use Permits Mobilltie is seeking for the two applications that have been submitted to the City (LUA16-000715 and LUA16-000716). It has come to my attention that an addltional item is needed in order to accept your application and begin formal review. That is, the owner of the property where the facilities are proposed must sign the Land Use Permit Master Application Form. Since the City of Renton is the owner of the right-of-way, a franchise is the normal and customary means by which the Oty grants permission for utilities or facilities to be located in the right-of-way. Previous correspondence {enclosed) from the City to Ben R. Johnson dated March 25, 2016 states that a franchise agreement must be negotiated with the City of Renton before any work can proceed; and, Mobilitie could pursue the Conditional Use Permit while negotiating a franchise with the City. In addition, in email correspondence (enclosed) dated August 4, 2016 between from you to W. Scott Snyder, Jill Ding, and Alex Tuttle, you acknowledged that n ... a/1 parties understand that no permits will be issued prior to finalization of a franchise agreement.n Therefore, in order to have a complete application and proceed with formal acceptance of the applications for review and to set the date of the public hearing, Mobilitle must apply for its franchise and submit the required $S,OOO franchise fee at your earliest convenience. 1055 South Grady Way, Renton, WA 98057, rentonwa.gov ' Brian Nguyen Page2af2 October 18, 2016 If you have any questions or would like to discuss this further, please contact me via telephone at 425-430-7286 or email at jhenning@rentonwa.gov. Or, you may contact Jill Ding, Senior Planner at jding@rentonwa.gov. Sincecrely, J ·ft~ ( (~Ct,i..{'O . l ll.:\.'-lD ( I ::::,.... Jennifer T. Henning, A\CP Planning Director Enc: Letter ta Ben R. Johnson, dated March 2S, 2016 Email from Brian Nguyen to W. Scott Snyder, dated August 4, 2016 cc: Jill Ding, Senior Planner Alex Tuttle, Assistant City Attorney Elana R. Zana, Ogden Murphy Wallace, via email: ez11na@omwlaw.com W. Scott Snyder, Ogden Murphy Wallace, via email: ssnyder@9mwlaw.c9m 1055 South Grady Way. Renton, WA 98057 • rentonwa.gov Jennifer T. Henning From: Sent: To: Cc: Subject: Hello Brian, Jennifer T. Henning Tuesday, December 06, 2016 10:58 AM 'Brian Nguyen (BNguyen@mobilitie.com)' Jill Ding; Alex Tuttle; 'Elana R. Zana (ezana@omwlaw.com)'; 'ssnyder@omlaw.com' RE: Mobilitie Incomplete Application letter Is Mobilitie intending to submit the required items in order to complete the application? RMC 4-8-100 C.2.b provides for a maximum time for resubmittal of 90 days from the time of written notice. The final date to submit the required materials will be Monday, January 16, 2017. Jennifer Henning, A/CP Planning Director City of Renton Planning Division 1055 South Grady Way Renton,WA 98057 425.430.7286 From: JenniferT. Henning Sent: Tuesday, October 18, 2016 2:49 PM To: Brian Nguyen (BNguyen@mobilitie.com) Cc: Jill Ding; Alex Tuttle; Elana R. Zana (ezana@omwlaw.com); 'ssnyder@omlaw.com' Subject: Mobilitie Incomplete Application Letter Hello Brian, Please see the attached Incomplete letter regarding two Conditional Use Permit applications that have been submitted by Mobilitie (LUA16-000715 and LUA16-000716). The original is being mailed to you via US Mail. Jennifer Henning, AICP Planning Director City of Renton Planning Division 1055 South Grady Way Renton,WA 98057 425.430.7286 1 Jennifer T. Henning From: Sent: To: Cc: Subject: Hi Jennifer: Brian Nguyen <BNguyen@mobilitie.com> Tuesday, December 06, 2016 11:07 AM Jennifer T. Henning Jill Ding; Alex Tuttle; "Elana R. Zana (ezana@omwlaw.com)'; 'ssnyder@omlaw.com'; Alan Goree; Alyssa Putzier RE: Mobilitie Incomplete Application Letter Thank you for your email. Yes, we are intending on submitting the required materials to complete our applications, and anticipate having them to your offices by the January 16, 2017 deadline. Please do not hesitate to contact me with any additional questions or concerns. Very best regards, Brian Nguyen I NRE Pe1111itting Manager BNguyen@mobilitie.com 111QIJilitie :ntemgent infrJ strui:ture 11245 SE 6th Street, Suite 220 I Bellevue. WA 98004 206-482-2623 mobile www.mgbiliije.com CONFIDENTIALITY NOTICE l The email message contains confidential and proprietar; information, including all attachments (if any} to this email even if such attachments are not separately marked as confidential andlor proprietary. Such infom1ation is exclusively for the addressee(s) and no others. unless and to the extent expressly stated above to the contrary. If the recipient of this email is not the addressee, such recipient is prohibited from reading or using this message in any way. If you have received this message by mistake, please call us immediately and destroy the email message and all attachments. From: Jennifer T. Henning [mailto:Jhenning@Rentonwa.gov] Sent: Tuesday, December 06, 2016 10:58 AM To: Brian Nguyen <BNguyen@mobilitie.com> Cc: Jill Ding <JDing@Rentonwa.gov>; Alex Tuttle <ATuttle@Rentonwa.gov>; 'Elana R. Zana (ezana@omwlaw.com)' <ezana@omwlaw.com>; 'ssnyder@omlaw.com' <ssnyder@omlaw.com> Subject: RE: Mobilitie Incomplete Application Letter Hello Brian, Is Mobilitie intending to submit the required items in order to complete the application? RMC 4-8-100 C.2.b provides for a maximum time for resubmittal of 90 days from the time of written notice. The final date to submit the required materials will be Monday, January 16, 2017. Jennifer Henning, AICP Planning Director City of Renton Planning Division 1055 South Grady Way Renton, WA 98057 425.430.7286 1 From: Jennifer T. Henning Sent: Tuesday, October 18, 2016 2:49 PM- To: Brian Nguyen (BNquyen@rnobilitie.com) Cc: Jill Ding; Alex Tuttle; Elana R. Zana (ezana@omwlaw.com); 'ssnyder@omlaw.com' Subject: Mobilitie Incomplete Application Letter Hello Brian, Please see the attached Incomplete letter regarding two Conditional Use Permit applications that have been submitted by Mobilitie (LUA16-000715 and LUA16-000716). The original is being mailed to you via US Mail. Jennifer Henning, -4/CP Planning Director City of Renton Planning Division 1055 South Grady Way Renton, WA 98057 425.430.7286 , Denis Law Mayor September 29, 2016 Community & Economic Development C. E. "Chip" Vincent, Administrator Brian Nguyen Mobilitie 2955 Red Hill Ave., Ste. 200 Costa Mesa, CA 92626 Subject: Notice of Incomplete Application Data Transport Utility Pole (9WAX000309A)LUA16-000716, ECF, CU-H Oear Mr. Nguyen: The Planning Division of the City of Renton has determined that the subject application is incomplete according to submittal requirements and, the following items will need to be submitted by December 29, 2016, in order to continue processing your application: • Affidavit of Installation of Public Information Sign(s): Please complete and provide the attached notarized original affidavit plus 1 copy of the affidavit attesting the required public information sign(s) has been installed in accordance with City Code requirements. Please contact me at (425) 430-6598 if you have any questions. Sincerely, Jill Ding Senior Planner cc: City of Renton/ Owner(s) 1055 South Grady Way, Renton, WA 98057 • rentonwa.gov 1110bilitie August 4, 2016 Ms. Jill Ding Staff Planner Planning Division 1055 South Grady Way Renton, WA 98057 2955 Red Hill Avenue Suite 200 Costa Mesa. California 92660 RE: Conditional Use Permit Application, Proposed Wireless Telecommunications Facility Ms. Ding: Per our past discussions, I am pleased to submit as the Applicant, on behalf of Mobilitie, LLC, our redesigned "Slim Line" (data) transport utility pole. The proposed project is intended to improve wireless telecommunications and accompanying services like improved data download rates to wireless handheld devices. The redesign shares the exact same purpose, intent and equipment as our earlier version presented and discussed. Only aesthetics has changed, primarily in the form of slimmer dimensions, for a less obtrusive visual impact and consequently, improved appearance and an ability to blend with (or compliment) the character of most neighborhoods and land use types. This site is proposed at 120' in a Commercial Arterial zone (in public street Right of Way) located: • Near NE 4'h Street and Union Avenue Northeast, Renton, Washington 98059 Enclosed you will find: • Master Application; • Photo Simulations; • Check Fee; • Topographical Maps • Project Narrative; • Reduced Plans; • CUP Justification, Including Wireless-• Construction Mitigation; Specific Criteria; • Structural Assessment; • Copy of Pre-Application Notes; • Radio Frequency (RF) Engineer's • Waiver of Submittal Requirements Technical Justification (or Report); form; • Electro Magnetic Energy (EME) Report; • Environmental Checklist and Response; and • Architectural Drawings ( or CDs); • Presentation Copies (24" x 36") . We believe this submittal constitutes a "complete" application to allow for an exhaustive review by City staff and all concerned parties. Should you require any clarifications as part of your review, please contact me at your earliest convenience. Thank you, Manager 5182100012 2325400150 7436700250 FOUR SEAS GROUP LLC STOYANOV NIKOLAY l+ZLATINA THOMSON JEFFREY 5775 HIGHLAND DR 271 WHITMAN PL NE 272 VASHON PL NE BELLEVUE, WA 98006 RENTON, WA 98059 RENTON, WA 98059 7436700240 7312100010 7312100020 RONK SUSAN HUANG JONG SHYR+TIEN YI HUA WONG PETER DAVID+LINA ONG 278 VASHON PL NE 301 BREMERTON AVE NE 16448 SE 48TH CT RENTON, WA 98059 RENTON, WA 98059 BELLEVUE, WA 98006 7312100030 7312100090 7312100100 XIAO ZHENNING+WEI LIU MARUSIC RADENKO+KATA NGO JOLIE T+WONG HAYDEN K 313 BREMERTON AVE NE 318 ANACORTES AVE NE 324 ANACORTES AVE NE RENTON, WA 98059 RENTON, WA 98059 RENTON, WA 98059 7312100180 7312100110 7312100190 CHEUNG JOHN B+MARINA C+DARR WONG KALEN L SAY LANG+BOPHARUTH CHENG 325 BREMERTON AVE NE 330 ANACORTES AVE NE 331 BREMERTON AVE NE RENTON, WA 89059 RENTON, WA 98059 RENTON, WA 98059 7312100120 7312100200 7312100130 HA LE-MINH THANH HUANG GUO Q+YUE QI HOSKINS LAURIE L 336 ANACORTES AVE NE 337 BREMERTON AVE NE 342 ANACORTES AVE NE · RENTON, WA 98059 RENTON, WA 98059 RENTON, WA 98059 5182100043 1023059132 7436700210 HIGHLANDS ESTATE LLC RENTON HIGHLANDS TI LLC TASK2 LLC 1616 198TH PL SE 3300 MAPLE VALLEY HWY 4488 164TH AVE SE SAMMAMISH, WA 98075 RENTON, WA 98058 BELLEVUE, WA 98006 7436700220 7436700230 8805000010 TRAN OANH T +ADRIAN HAI LE BERRIER ROBERT A+PATRICIA KOOYMAN BARTL JR+MARION 4236 NE 2ND CT 4242 NE 2ND CT 10655 NE 4TH ST #901 RENTON, WA 98059 RENTON, WA 98059 BELLEVUE, WA 98004 8805000010 8805000010 8805000010 CURRENT TENANT CURRENT TENANT CURRENT TENANT 4250 NE 4th St Suite B 4250 NE 4th St Suite C 4250 NE 4th St Suite D Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 8805000010 8805000020 1023059263 CURRENT TENANT CURRENT TENANT KING COUNTY WATER DIST #90 4250 NE 4th St Suite E 10655 NE 4TH ST #901 15606 SE 128TH Renton, WA 98059 BELLEVUE, WA 98004 RENTON, WA 98059 2325400140 8805000030 5182100031 THOMPSON AMIE M+MICHAEL P SPIRIT SPE HG 2015-1 LLC U S POSTAL SERVICE 4300 NE 2ND CT 16767 N PERIMETER DR SUITE 21 17200 116TH AVE SE RENTON, WA 98059 SCOTISDALE,AZ 85620 RENTON, WA 98058 2325400130 8805000030 1023059100 SHIEH HUGH+KATHY SPIRIT SPE HG 2015-1 LLC CURRENT TENANT 21433 SE 33RD PL 16767 N PERIMETER DR SUITE 21 4310 NE 5th St APT AlOl SAMMAMISH, WA 98075 SCOTISDALE, AZ 85620 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 4310 NE 5th St APT A102 4310 NE 5th St APT A103 4310 NE 5th St APT A104 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 4310 NE 5th St APT A201 4310 NE 5th St APT A202 4310 NE 5th St APT A203 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 4310 NE 5th St APT A204 4310 NE 5th St APT B101 4310 NE 5th St APT B102 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 4310 NE 5th St APT B103 4310 NE 5th St APT Bl04 4310 NE 5th St APT B201 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 4310 NE 5th St APT B202 4310 NE 5th St APT B203 4310 NE 5th St APT B204 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 4310 NE 5th St APT C101 4310 NE 5th St APT C102 4310 NE 5th St APT C201 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 4310 NE 5th St APT C202 4310 NE 5th St APT C301 4310 NE 5th St APT C302 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 4311 NE 5th St APT B101 4311 NE 5th St APT B102 4311 NE 5th St APT B201 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 4311 NE 5th St APT B202 4311 NE 5th St APT ClOl 4311 NE 5th St APT C102 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 4311 NE 5th St APT C201 4311 NE 5th St APT C202 4311 NE 5th St APT C301 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 4311 NE 5th St APT C302 4311 NE 5th St APT Dl01 4311 NE 5th St APT D102 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 4311 NE 5th St APT D201 4311 NE 5th St APT D202 4311 NE 5th St APT D301 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 4311 NE 5th St APT D302 4311 NE 5th St APT ElOl 4311 NE 5th St APT E102 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 4311 NE 5th St APT E201 4311 NE 5th St APT E202 4311 NE 5th St APT E301 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 4311 NE 5th St APT E302 4311 NE 5th St APT FlOl 4311 NE 5th St APT F102 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 4311 NE 5th St APT F103 4311 NE 5th St APT Fl04 4311 NE 5th St APT F201 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 4311 NE 5th St APT F202 4311 NE 5th St APT F203 4311 NE 5th St APT F204 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 2325400120 2325400560 CURRENT TENANT SWEARINGEN BRET+COTIELL VER BURKMAN SAMUEL+LORILYNN 4311 NE 5th St Suite A 4312 NE 2ND CT 4317 NE 2ND CT Renton, WA 98059 RENTON, WA 98059 RENTON, WA 98059 2325400110 2325400570 2325400100 KIM SUNG JOON+RAN SONG KIM BAUER ALAN W+CATHI A WU LEI 4318 NE 2ND CT 32716 SE 46TH LN 4324 NE 2ND CT RENTON, WA 98059 FALL CITY, WA 98024 RENTON, WA 98059 2325400580 1023059100 1023059100 CHAN LOK MAN CURRENT TENANT CURRENT TENANT 4329 NE 2ND CR 433 Bremerton Ave NE APT A101 433 Bremerton Ave NE APT A102 RENTON, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 433 Bremerton Ave NE APT A201 433 Bremerton Ave NE APT A202 433 Bremerton Ave NE APT A301 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 433 Bremerton Ave NE APT A302 433 Bremerton Ave NE APT B101 433 Bremerton Ave NE APT 8102 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 433 Bremerton Ave NE APT B103 433 Bremerton Ave NE APT 8104 433 Bremerton Ave NE APT B201 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 433 Bremerton Ave NE APT B202 433 Bremerton Ave NE APT 8203 433 Bremerton Ave NE APT 8204 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 433 Bremerton Ave NE APT C101 433 Bremerton Ave NE APT C102 433 Bremerton Ave NE APT C103 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 433 Bremerton Ave NE APT C104 433 Bremerton Ave NE APT C201 433 Bremerton Ave NE APT C202 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 433 Bremerton Ave NE APT C203 433 Bremerton Ave NE APT C204 433 Bremerton Ave NE APT D101 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 433 Bremerton Ave NE APT D102 433 Bremerton Ave NE APT D103 433 Bremerton Ave NE APT D104 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 433 Bremerton Ave NE APT D201 433 Bremerton Ave NE APT D202 433 Bremerton Ave NE APT D203 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CU RR ENT TENANT 433 Bremerton Ave NE APT D204 433 Bremerton Ave NE APT D301 433 Bremerton Ave NE APT D302 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 433 Bremerton Ave NE APT D303 433 Bremerton Ave NE APT D304 433 Bremerton Ave NE APT E101 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 433 Bremerton Ave NE APT E102 433 Bremerton Ave NE APT E103 433 Bremerton Ave NE APT E104 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 433 Bremerton Ave NE APT E201 433 Bremerton Ave NE APT E202 433 Bremerton Ave NE APT E203 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 433 Bremerton Ave NE APT E204 433 Bremerton Ave NE APT E301 433 Bremerton Ave NE APT E302 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 433 Bremerton Ave NE APT E303 433 Bremerton Ave NE APT E304 433 Bremerton Ave NE APT F101 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 433 Bremerton Ave NE APT F102 433 Bremerton Ave NE APT F103 433 Bremerton Ave NE APT F104 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 433 Bremerton Ave NE APT F201 433 Bremerton Ave NE APT F202 433 Bremerton Ave NE APT F203 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 433 Bremerton Ave NE APT F204 433 Bremerton Ave NE APT F301 433 Bremerton Ave NE APT F302 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 2325400090 CURRENT TENANT CURRENT TENANT ZHU YAO FU 433 Bremerton Ave NE APT F303 433 Bremerton Ave NE APT F304 4330 NE 2ND CT Renton, WA 98059 Renton, WA 98059 RENTON, WA 98059 2325400590 2325400080 8805000040 DANGTHINH NGUYEN THAO THANH+VUONG H P DVCH INVESTMENTS LLC 4335 NE 2ND CT 8433 44TH AVES 10655 NE 4TH ST #901 RENTON, WA 98059 SEATTLE,WA 98118 BELLEVUE, WA 98004 8805000040 8805000040 8805000040 CURRENT TENANT CURRENT TENANT CURRENT TENANT 4350 NE 4th St UNIT A 4350 NE 4th St UNIT B 4350 NE 4th St UNIT C Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 2325400070 2325400600 7312100080 HUANG GUO LI & LILY NGUYEN NHAN X+ THANH-HANG D ZASLOW NATHAN M+JESSICA 5410 31ST AVES 4403 NE 2ND CT 4403 NE 3RD LN SEATTLE,WA 98108 RENTON, WA 98059 RENTON, WA 98059 5182100039 2325400060 7312100140 NGUYEN VAN+HUYNH MINH-DU+LU SINGH PARVINDER+INDERJIT KA PITTMAN MICAH W+MARINA 2012 DUVALL AVE NE 4408 NE 2ND CT 4408 SE 3RD LN RENTON, WA 98059 RENTON, WA 98059 RENTON, WA 98059 7312100070 7312100150 7312100060 HINKLE LIBBY HALEPET VIJAY+MAHAJAN SANGE CAMBRIM ELIVANIA DIAS 4409 NE 3RD LN 4412 NE 3RD LN 4413 NE 3RD LN RENTON, WA 98059 RENTON, WA 98059 RENTON, WA 98059 2325400050 1023059100 1023059100 KARIR JUSHVINDAR S+POONAM MERCURY WINDSOR FEE OWNER L CURRENT TENANT 4414 NE 2ND CT 12100 WISHIRE BLVD STE #250 4415 NE 5th St APT BlOl RENTON, WA 98059 LOS ANGELES, CA 90025 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 4415 NE 5th St APT B102 4415 NE 5th St APT B103 4415 NE 5th St APT B104 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 4415 NE 5th St APT B201 4415 NE 5th St APT B202 4415 NE 5th St APT B203 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 4415 NE 5th St APT B204 4415 NE 5th St APT B301 4415 NE 5th St APT B302 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 4415 NE 5th St APT B303 4415 NE 5th St APT B304 4415 NE 5th St APT C101 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 4415 NE 5th St APT C102 4415 NE 5th St APT C103 4415 NE 5th St APT C104 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 4415 NE 5th St APT C201 4415 NE 5th St APT C202 4415 NE 5th St APT C203 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 4415 NE 5th St APT C204 4415 NE 5th St APT C301 4415 NE 5th St APT C302 Renton,WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 4415 NE 5th St APT C303 4415 NE 5th St APT C304 4415 NE 5th St APT D101 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 4415 NE 5th St APT D102 4415 NE 5th St APT D103 4415 NE 5th St APT D104 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 4415 NE 5th St APT D201 4415 NE 5th St APT D202 4415 NE 5th St APT D203 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 4415 NE 5th St APT D204 4415 NE 5th St APT D301 4415 NE 5th St APT D302 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 4415 NE 5th St APT D303 4415 NE 5th St APT D304 4415 NE 5th St APT E101 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 4415 NE 5th St APT E102 4415 NE 5th St APT E103 4415 NE 5th St APT El04 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 4415 NE 5th St APT E201 4415 NE 5th St APT E202 4415 NE 5th St APT E203 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 4415 NE 5th St APT E204 4415 NE 5th St APT E301 4415 NE 5th St APT E302 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 4415 NE 5th St APT E303 4415 NE 5th St APT E304 4415 NE 5th St APT FlOl Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 4415 NE 5th St APT F102 4415 NE 5th St APT F201 4415 NE 5th St APT F202 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 4415 NE 5th St APT F301 4415 NE 5th St APT F302 4415 NE 5th St APT G101 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 4415 NE 5th St APT G102 4415 NE 5th St APT G103 4415 NE 5th St APT G104 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 4415 NE 5th St APT G201 4415 NE 5th St APT G202 4415 NE 5th St APT G203 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 4415 NE 5th St APT G204 4415 NE 5th St APT G301 4415 NE 5th St APT G302 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 7312100160 CURRENT TENANT CURRENT TENANT DANG CYNTHIA LYNNDA 4415 NE 5th St APT G303 4415 NE 5th St APT G304 4416 NE 3RD LN Renton, WA 98059 Renton, WA 98059 RENTON, WA 98059 7312100050 2325400040 7312100170 CERIMELE BRANDON TSAI SCOTI+HUI CHENG KUO+CH LIANG JOSEPH 4417 NE 3RD LN 4420 NE 2ND CT 4420 NE 3RD LN RENTON, WA 98059 RENTON, WA 98059 RENTON, WA 98055 7312100040 2325400030 5182100041 TSUI KEVIN H BUI TRANG THI THANH ALIZA INC 1685 H ST #864 4426 NE 2ND CT 400 5TH ST BLAINE, WA 98230 RENTON, WA 98059 LYNDEN, WA 98264 2325400020 2325400010 1023059100 NGUYEN GINA TRINH PHAM Al HUU MERCURY WINDSOR FEE OWNER L 4432 NE 2ND CT 4436 NE 2ND CT 12100 WISH IRE BLVD STE #250 RENTON, WA 98056 RENTON, WA 98059 LOS ANGELES, CA 90025 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 555 Bremerton Ave NE APT A101 555 Bremerton Ave NE APT A102 555 Bremerton Ave NE APT A103 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 555 Bremerton Ave NE APT A104 555 Bremerton Ave NE APT A201 555 Bremerton Ave NE APT A202 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 555 Bremerton Ave NE APT A203 555 Bremerton Ave NE APT A204 555 Bremerton Ave NE APT B101 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 555 Bremerton Ave NE APT B102 555 Bremerton Ave NE APT B201 555 Bremerton Ave NE APT B202 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 555 Bremerton Ave NE APT C101 555 Bremerton Ave NE APT C102 555 Bremerton Ave NE APT C201 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 555 Bremerton Ave NE APT C202 555 Bremerton Ave NE APT 0101 555 Bremerton Ave NE APT 0102 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 555 Bremerton Ave NE APT 0201 555 Bremerton Ave NE APT 0202 555 Bremerton Ave NE APT E101 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 1023059100 CURRENT TENANT CURRENT TENANT CURRENT TENANT 555 Bremerton Ave NE APT E102 555 Bremerton Ave NE APT E201 555 Bremerton Ave NE APT E202 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1023059100 1023059100 7436700280 CURRENT TENANT CURRENT TENANT ROSEWOOD HIGHLAND HOA 555 Bremerton Ave NE APT E301 555 Bremerton Ave NE APT E302 PO BOX 2492 Renton, WA 98059 Renton, WA 98059 RENTON, WA 98056 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT --------Renton 0 ENVIRONMENTAL CHECKLIST Planning Division 1055 South Grady Way-Renton, WA 98057 Phone: 425-430-7200 I www.rentonwa.gov PURPOSE OF CHECKLIST: Governmental agencies use this checklist to help determine whether the environmental impacts of your proposal are significant. This information is also helpful to determine if available avoidance, minimization or compensatory mitigation measures will address the probable significant impacts or if an environmental impact statement will be prepared to further analyze the proposal. INSTRUCTIONS FOR APPLICANTS: ~ This environmental checklist asks you to describe some basic information about your proposal. Please answer each question accurately and carefully, to the best of your knowledge. You may need to consult with an agency specialist or private consultant for some questions. You may use "not applicable" or "does not apply" only when you can explain why it does not apply and not when the answer is unknown. You may also attach or incorporate by reference additional studies reports. Complete and accurate answers to these questions often avoid delays with the SEPA process as well as later in the decision-making process. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period oftime or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. INSTRUCTIONS FOR LEAD AGENCIES: Additional information may be necessary to evaluate the existing environment, all interrelated aspects of the proposal and an analysis of adverse impacts. The checklist is considered the first but not necessarily the only source of information needed to make an adequate threshold determination. Once a threshold determination is made, the lead agency is responsible for the completeness and accuracy of the checklist and other supporting documents. 1 https://mobilitie949-my.sharepoint.com/personal/bnguyen_mobilitie_com/Documents/Jurisdictions/Renton/Submittal Docs/9WAX000309A/9WAX000309_Environmenta1Checklist_20160727.doc Rev: 08/2015 USE OF CHECKLIST FOR NONPROJECT PROPOSALS: llirn For non project proposals (such as ordinances, regulations, plans and programs), complete the applicable parts of sections A and B even though questions may be answered "does not apply". In addition the SUPPLEMENTAL SHEET FOR NON PROJECT ACTIONS (part D). Please completely answer all questions that apply and note that the words "project", "applicant", and "property or site" should be read as "proposal", "proponent", and "affected geographic area" respectively. The lead agency may exclude (for non-projects) questions in Part B -Environmental Elements -that do not contribute meaningfully to the analysis of the proposal. For help go to: http://www.ecy.wa.gov/programs/sea/sepa/e-review.html A. BACKGROUND f.bf.!J2] 1. Name of proposed project, if applicable: f.bf.!J2] Wireless Communications Facility (Site ID: 9WAX000309A) located Near NE 4th Street and Union Avenue NE, Renton, WA 98059 2. Name of applicant: f.bf.!J2] Brian Nguyen, Permitting Manager, Authorized Owner's Rep and Company Employee 3. Address and phone number of applicant and contact person: f.bf.!J2] 2955 Red Hill Ave., Suite 200, Costa Mesa, CA 92627 Mobile: (206) 482-2623; bnguyen@mobilitie.com 4. Date checklist prepared: f.bf.!J2] July 27, 2016 5. Agency requesting checklist: f.bf.!J2] City of Renton 6. Proposed timing or schedule (including phasing, if applicable): f.bf.!J2] 2 https://mobilitie949-my.sharepoint.com/personal/bnguyen_mobilitie_com/Documents/Jurisdictions/Renton/Submitta! Docs/9WAX000309A/9WAX000309_Environmenta1Checklist_20160727.doc Rev: 08/2015 Planned after securing of all entitlements, roughly January 2017. No phasing of the support structure. Future co-locations of equipment to structure planned. 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. l.b.f!Q] Additional co-location of other wireless device-supporting equipment. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. l.b.f!Q] Electro Magnetic Emissions (EME) Report, as provided as part of the lead agency's permit process for a CUP. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. l.b.f!Q] None. 10. List any government approvals or permits that will be needed for your proposal, if known. l.b.f!Q] None outside of the City's process. 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) l.b.f!Q] The (data) transport utility pole, falling within the definition of a WCF by City zoning code, is proposed to house initially (2) microwave antennas, placed inside a metal canister as depicted in the architectural drawings whereby support equipment (like equipment cabinets) is almost entirely housed within the metal pole itself. The WCF is designed to allow future attachments related to the support of wireless devices like smart phones. The project enhances wireless telecommunications, internet connectivity and data download rates and capacity in the vicinity where radio frequency (RF) engineers have determined existing conditions provide inadequate coverage and capacity to area residences and businesses. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or 3 https://mabilitie949-my.sharepoint.com/personal/bnguyen_mobllitie_com/Documents/Jurisdictions/Renton/Submittal Docs/9WAX000309A/9WAX000309 _Environ me nta ICheck!ist_ 20160727 .doc Rev: 08/2015 boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to th is checklist. l.b.filQ] Southeast portion of the intersection of NE 4th and Union Avenue NE in the City of Renton, in public Right of Way, between the back of sidewalk edge and the parking area of a multi family housing complex. Autozone is located directly across the street from the site. 8. ENVIRONMENTAL ELEMENTS l.b.filQj 1. EARTH a. General description of the site 1llitlm (check or circle one): Flat, rolling, hilly, steep slopes, mountainous, other ------ b. What is the steepest slope on the site (approximate percent slope)? 1llitlm 2-3 degree, nominal slopes. c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any agricultural land of long-term commercial significance and whether the proposal results in removing any of these soils.1llitlm A soils report will be produced subsequent to city planning approval. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe.1llitlm No. 4 https:/ /mobi litie949-my .sha repaint.com/persona 1/bnguyen _ mob ii itie _com/Documents/ J urisdictions/Rento n/Submitta I Docs/9WAXOOO 309A/9WAX000309 _ Envi ronme nta !Checklist_ 20160 727 .doc Rev: 08/2015 e. Describe the purpose, type, total area, and approximate quantities and total affected area of any filling, excavation, and grading proposed. Indicate source of fill. [bfill2l Reference the structural analysis submitted as part of the City CUP. Removal and re- compaction of soil is limited to pole install. No significant soil removal off-site is expected. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. [bfill2l Nominal. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? [bfilQ} 2-4 square feet for pole circumference allowance. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: [bfill2l Restoration of grass and any paving impact. 2. AIR a. What types of emissions to the air would result from the proposal during construction, operation, and maintenance when the project is completed? If any, generally describe and give approximate quantities if known. [bfill2l Reference EME report. Emissions prove well below established thresholds. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. [bfill2l No. c. Proposed measures to reduce or control emissions or other impacts to air, if any:~ None beyond any described in the EME Report. Other than Energy (electricity), all be/aw sections are either non-applicable or have been adequately described above. 5 https ://mobil itie949-my .sha repo int.com/persona 1/bnguyen _ mobilitie _com/Documents/Jurisdictions/Renton/Su bmitta I Docs/9WAX000309A/9WAX000309_Environmenta1Checklist_20160727.doc Rev: 08/2015 3. WATER a. Surface Water: lllitlQ] 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. llli:!Ql Not Applicable 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. llli:!Ql Not Applicable 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. lllitlQl Not Applicable 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. llli:!Ql Not Applicable 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. lllitlQ] Not Applicable 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. llli:!Ql Not Applicable 6 https://mobilitie949-my.sharepoint.com/personal/bnguyen_mobilitie_com/Documents/Jurisdictlons/Renton/Submittal Docs/9WAX000309A/9WAX000309_Environmenta1Checklist_20160727.doc Rev: 08/2015 b. Ground Water: 1) Will groundwater be withdrawn from a well for drinking water or other purposes? If so, give a general description of the well, proposed uses and approximate quantities withdrawn from the well. Will water be discharged to groundwater? Give general description, purpose, and approximate quantities if known.~ Not Applicable 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals.; agricultural; etc.). Describe the general size ofthe system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve.~ Not Applicable c. Water runoff (including stormwater): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe.~ Not Applicable 2) Could waste materials enter ground or surface waters? If so, generally describe.~ Not Applicable 3) Does the proposal alter or otherwise affect drainage patterns in the vicinity of the site? If so, describe. Not Applicable d. Proposed measures to reduce or control surface, ground, and runoff water, and drainage pattern impacts, if any: Not Applicable 7 https://mobilitie949-my.sharepoint.com/personal/bnguyen_mobi!itie_com/Documents/Jurisdictions/Renton/Submittal Docs/9WAX000309A/9WAX000309_Environmenta1Checklist_20160727.doc Rev: 08/2015 4. PLANTS [.b_Q)Qj a. Check the types of vegetation found on the site:~ __ deciduous tree: alder, maple, aspen, other __ evergreen tree: fir, cedar, pine, other __ shrubs __ grass __ pasture __ crop or grain __ orchards, vineyards or other permanent crops. __ wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other __ water plants: water lily, eelgrass, milfoil, other __ other types of vegetation b. What kind and amount of vegetation will be removed or altered?~ Not Applicable c. List threatened and endangered species known to be on or near the site. ~ Not Applicable d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any:~ Not Applicable e. List all noxious weeds and invasive species known to be on or near the site. Not Applicable 5. ANIMALS a. List any birds and other animals which have been observed on or near the site or are known to be on or near the site. Examples include:~ Birds: hawk, heron, eagle, songbirds, other: ___________ _ Mammals: deer, bear, elk, beaver, other: ------------- Fish: bass, salmon, trout, herring, shellfish, other _________ _ 8 https:/ /mob l litie949-my. share pol nt. com/persona 1/b nguye n _mobi I itie _ com/Documents/Ju risdictio ns/Rento n/Su bmitta I Docs/9WAX000309A/9WAX000309_Environmenta1Checklist_20160727.doc Rev: 08/2015 b. List any threatened and endangered species known to be on or near the site.~ Not Applicable c. Is the site part of a migration route? If so, explain.~ Not Applicable d. Proposed measures to preserve or enhance wildlife, if any:~ Not Applicable e. List any invasive animal species known to be on or near the site. Not Applicable 6. ENERGY AND NATURAL RESOURCES a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc.~ Connection to existing electric utility pole, likely by overhead (versus underground) where ultimate connection method is determined during utility coordination with the local provider at a later stage. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe.~ Not Applicable c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any:~ Not Applicable 7. ENVIRONMENTAL HEALTH a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste that could occur as a result of this proposal? If so, describe.~ Not Applicable 9 https:/ /mobilitie949-my .share point.com/persona 1/bnguye n _ mob ilitie _ co m/Docu me nts/J u risd ictions/Renton/Su bmitta I Docs/9WAX000309A/9WAX000309_Environmenta1Checklist_20160727.doc Rev: 08/2015 1) Describe any known or possible contamination at the site from present or past uses. Not Applicable 2) Describe existing hazardous chemicals/conditions that might affect project development and design. This includes underground hazardous liquid and gas transmission pipelines located within the project area and in the vicinity. Not Applicable 3) Describe any toxic or hazardous chemicals that might be stored, used, or produced during the project's development or construction, or at any time during the operating life of the project. Not Applicable 4) Describe special emergency services that might be required. Not Applicable 5) Proposed measures to reduce or control environmental health hazards, if any: Not Applicable b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? l.b..filQ] Not Applicable 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. l.b..filQ] Not Applicable 3) Proposed measures to reduce or control noise impacts, if any: l.b..filQ] Not Applicable 10 https://mobilitie949-my.share point.com/persona 1/bnguyen _ mobi I itie _com/Documents/Ju risdictio ns/Rento n/Su bmitta I Docs/9WAX000309A/9WAX000309_Environmenta1Checklist_20160727.doc Rev: 08/2015 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? Will the proposal affect current land uses on nearby or adjacent properties? If so, describe. l.b.tlQ] Not Applicable b. Has the project site been used as working farmlands or working forest lands? If so, describe. How much agricultural or forest land of long-term commercial significance will be converted to other uses as a result of the proposal, if any? If resource lands have not been designated, how many acres in farmland or forest land tax status will be converted to nonfarm or non-forest use? l.b.tlQ] Not Applicable 1) Will the proposal affect or be affected by surrounding working farm or forest land normal business operations, such as oversize equipment access, the application of pesticides, tilling, and harvesting? If so, how: Not Applicable c. Describe any structures on the site. l.b.tlQ] Not Applicable d. Will any structures be demolished? If so, what? l.b.tlQ] Not Applicable e. What is the current zoning classification of the site? l.b.tlQ] Not Applicable f. What is the current comprehensive plan designation of the site? l.b.tlQ] Not Applicable g. If applicable, what is the current shoreline master program designation of the site? l.b.tlQ] Not Applicable 11 https://mobilitle949-my.sharepoint.com/personal/bnguyen_mobilitie_com/Documents/Jurisdictions/Renton/Submittal Docs/9WAX000309A/9WAX000309 _ E nvi ronme nta IChecklist _ 2016072 7 .doc Rev: 08/2015 h. Has any part of the site been classified as a critical area by the city or county? If so, Sp e Ci fy. l.lli!lQ] Not Applicable i. Approximately how many people would reside or work in the completed project? l.t!s!lQ] Not Applicable j. Approximately how many people would the completed project displace? l.lli!lQ] Not Applicable k. Proposed measures to avoid or reduce displacement impacts, if any: l.lli!lQ] Not Applicable I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: l.lli!lQ] Not Applicable m. Proposed measures to ensure the proposal is compatible with nearby agricultural and forest lands of long-term commercial significance, if any: Not Applicable 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. l.lli!lQ] Not Applicable b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. l.lli!lQ] Not Applicable c. Proposed measures to reduce or control housing impacts, if any: l.lli!lQ] Not Applicable 12 https://mobilitie949-my.sharepoint.com/personal/bnguyen_mobilitie_com/Documents/Jurisdictions/Renton/Submittal Docs/9WAX000309A/9WAX000309_Environmenta1Checklist_20160727.doc Rev: 08/2015 10. AESTHETICS a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed?~ Not Applicable b. What views in the immediate vicinity would be altered or obstructed?~ Not Applicable c. Proposed measures to reduce or control aesthetic impacts, if any:~ Not Applicable 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur?~ Not Applicable b. Could light or glare from the finished project be a safety hazard or interfere with views? ~ Not Applicable c. What existing off-site sources of light or glare may affect your proposal?~ Not Applicable d. Proposed measures to reduce or control light and glare impacts, if any:~ Not Applicable 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? ~ Not Applicable 13 https://mobilitie949-my.sharepoint.com/personal/bnguyen_mobilitie_com/Documents/Jurisdictions/Renton/Submittal Docs/9WAX000309A/9WAX000309_Environmenta1Checklist_20160727.doc Rev: 08/2015 b. Would the proposed project displace any existing recreational uses? If so, describe. [btlQ] Not Applicable c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: l.t!filQl Not Applicable 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any buildings, structures, or sites, located on or near the site that are over 45 years old listed in or eligible for listing in national, state, or local preservation registers located on or near the site? If so, specifically describe.1.bf!Ql Not Applicable b. Are there any landmarks, features, or other evidence of Indian or historic use or occupation? This may include human burials or old cemeteries. Is there any material evidence, artifacts, or areas of cultural importance on or near the site? Please list any professional studies conducted at the site to identify such resources. l.t!filQl Not Applicable c. Describe the methods used to assess the potential impacts to cultural and historic resources on or near the project site. Examples include consultation with tribes and the department of archeology and historic preservation, archaeological surveys, historic maps, GIS data, etc. [btlQ] Not Applicable d. Proposed measures to avoid, minimize, or compensate for loss, changes to, and disturbance to resources. Please include plans for the above and any permits that may be required. Not Applicable 14 https://mobilitie949-my.sharepoint.com/personal/bnguyen_mobilitie_com/Documents/Jurisdictions/Renton/Submittal Docs/9WAX000309A/9WAX000309_Environmenta1Checklist_20160727.doc Rev: 08/2015 14. TRANSPORTATION a. Identify public streets and highways serving the site or affected geographic area and describe proposed access to the existing street system. Show on site plans, if any.~ Not Applicable b. Is the site or affected geographic area currently served by public transit? If so, generally describe. If not, what is the approximate distance to the nearest transit stop?~ Not Applicable c. How many additional parking spaces would the completed project or non-project proposal have? How many would the project or proposal eliminate?~ Not Applicable d. Will the proposal require any new or improvements to existing roads, streets, pedestrian, bicycle or state transportation facilities, not including driveways? If so, generally describe (indicate whether public or private).~ Not Applicable e. Will the project or proposal use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. lh!tl2.] Not Applicable f. How many vehicular trips per day would be generated by the completed project or proposal? If known, indicate when peak volumes would occur and what percentage of the volume would be trucks (such as commercial and non-passenger vehicles). What data or transportation models were used to make these estimates?~ Not Applicable g. Will the proposal interfere with, affect or be affected by the movement of agricultural and forest products on roads or streets in the area? If so, generally describe. Not Applicable h. Proposed measures to reduce or control transportation impacts, if any:~ Not Applicable 15 https ://mobi I itie949-my .sharepoint.com/persona 1/bnguyen _ mobi I itie _com/Documents/Ju risdictions/Renton/Subm itta I Docs/9WAX000309A/9WAX000309 _Environ menta ICheckl ist_ 2016072 7 .doc Rev: 08/2015 15. PUBLIC SERVICES a. Would the project result in an increased need for public services (for example: fire protection, police protection, public transit, health care, schools, other)? If so, generally describe. [®!Q] Not Applicable b. Proposed measures to reduce or control direct impacts on public services, if any . .l!Jro Not Applicable 16. UTILITIES a. Check or circle utilities currently available at the site:.I!Jro electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other ---------------- b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. [®!Q] Not Applicable C. SIGNATURE [®!Q] The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. '------ Proponent Signature:------"--/---+---------------- Position and Agency/Organization: \ '."""-,,,._-<f?G-H t't'ftA ,.rn,._:,, - / Date Submitted: __ "_' -'/-· -ac" ... -.1..'/_,'f,.-:_ ____ _ 16 https :/ / mobi I itie949-my .share poi nt.com/pe rso na 1/b nguyen _ mob ilitie _ com/ Documents/Jurisdictions/Renton/Su bm itta I Docs/9WAX000309A/9WAX000309_Environmenta1Checklist_20160727.doc Rev: 08/2015 ~ Dig Alert i<tiow wtiat ~ below Call before you a,g WASHINGJOt,. C,aj Tv,,c 1111()11<;.ng Da~ 8 t loit YO\l C g 811 / 800-4 24 -5555 DO NOT SCALE DRAWINGS Sli6C.OI\ TAACTOR St,AlL \/ERlfY ALL FLAN 5 E X'ST NG, Dl~'FNSIONS & r1n o CCl\011 Cl'l.5 ON ThE JOB$ TE & ShALL 1\.1\<IEO ATEL V NOTIFY THE EP..,G.NEER IN \o\~ITlt...G (;f ANV OISCR EPAf'I.CIES BEFORE PROCEE0tNG \'\1n-THE V'.()RK OR ef RfS~Ns.eu= rcR SAME GENERAL NOTES i r-E FACILITY IS t\OT FCR MU MA" MA01 .AT C l\ A TECHI\ICIAN W l L VISIT TltF SITF AS RECUIR[O roR RO,.,JTiNE MAINTH,ANCE -HE PROJECT WLL NOT R E.SULT IN AN Y S1Gl\1F1CAN• C1STU R8A"1CF OR EFFECT Q I', CRAl ",JAGE NO SA-..IT AR Y SE\NEJ.' SERVICE POT!<SLE WA~E R OR TRASt--C1SPOSAI IS REQ.JIRED AND NO COM'-~ER C AL SIGNAGE IS PROPOSED SITE INFORMAT ION APPLICAN I APPLICANT AOORl:.SS PUB,_IC RCWJPRI VA T[ PROP(R.Y ",lfARrs · Ar.DR ESS NFARrs· APN(S) STE:! ATIWDI: STE LONGITUDE GIS11'H GRCUNC ELEVATIC"- COUP,,, J v .L.RIHICTQ",1 M OBILITIE 1955 RED ~ILL AVE.N.JE SL.ITE 20C COSTA M ESA CA 92616 l'Ll:!LIC f.!OW 4301 I\[ -41 "1 ST 5H!210-0031 4 7' 29· 18" N 44i 488-43 1' 1'2 79 -43°'wj·112162°18' CA.SJ \IF 1P,,,AOf!! :t:!!&O'A~SL ~I NG CITY OF J.E,._·oo.: PROJECT TEAM MOBILITIE, LLC 2955 R ED Hill AV[N,~l ST I: 2::>0 COST A P..'E$.A C A f,262€ APPLICANT· BRIAN t~GUYEN PHONE. (2051 482 2023 EMAJL · brigUyen@mobn:i'!' CO'Tl SASCO 2750 M OORE AVE FULLERTON CA 92a3J CONTACT R ICr"ARD LOPEZ PHONE t714 J 870-0217 EMAIL MLPA·AE@SASCO COM 32 ·1itie intelligent infrastructure SITE ID: 9WAX000309A SITE LOCATION: 4301 NE 4TH ST., RENTON WA 98059 NE 4TH ST. & UNION AVE. NE 47.488437°, -122.162118° (N) STEEL UTILITY POLc: LOCATION MAPS VICINITY MAP SITE LOCATION c:: .... 9100 8 0030 PROJECT DESCR I PTION AJ'l'L1CANT ?~OPOSES TOCO'lSTRJCT A. t,.f\/1, 1N, lRAP,,,SFOH I ~1·1: W TH IN AN E XISTI N G 1E : R Glil O'-~v '"HE SCOPE WLLCONSI ST o:: THf ro, 1 0'1111\G • l~SIAL-.CP,,,E(" 12C (J STEEL Ul lLt•'r =>C".:1 F ENGINEERING 20·2 NT ERNATIONAL e u 1LOI NG COOF 201-4 \I ATIO'l.AL E .EC TR 1CA1. COOE I Ail:!A 222 G 2 OJI LATes-EO tTION LOC AL 8.JILCl",!GIPLANN NG COOE DRAWING INDEX SHEET NO SHEET T ITLE T-· T TLE SHEF. T-2 GE"ERAL "-OTES '-2 Gt .... ERA L I\OTH ~ -c-~ HiAFFIC CONT AO l Fl AA ·--SITE PLAPI.S .. , I\ORTM & E.AST ELEVAT Ot1.S 0-1 EQU1Pf.'ENT CE" AILS ~ E 1 fl(C .RI CAL PLAN G-' GROU"-0.fl.G PLAi,, S-1 STRUCTURA. OE TAILS ~ <------- ~ ~ ~ SIT E ACQUISI TION A&E SERVICES D RAWN BY SASCO DATE 05/03/2016 REV I DATE DESCRI PTION o I os,0311 6 08/03/16 PRELIMI NARY NOT FOR CONSTRUCTIO N BY -IS /. VIO~A I 10'\ OF LAW FOR ANV PERSQ',, L..N:..ESS .HEY /\RE A C-ING U'\.DER T HE DlREC I ON OF A UCENS!:0 PRO~ESSION.A- E'\Glf..EER TO Al. TER TH S D0CU\IIE NT S ITE ID : 9WAX000309 A 4301 NE 4TH ST., REN TO N. WA 98 05 9 NE 4TH ST & UN ION AVE NE (N) STEE L UTILITY POLE SHEET TITLE T IT LE S HEET SHEET NUMBER T-1 GENERAL CONSTRUCTION NOTES 10 All w::,q..; SrlA.L_ CJN'"Oqf..t 10 11E:. R:;.QUIHEWE::P,.I S Of-Tr4E LOCA.. SUILJINJ :::OJE T 1 E LATEST E01T1Qp,. A'f) A_L O THER APPU CAfl._E :OJES AND O ~DlNANCES CONTRA.:'.:TJR St~AU CONsr::n.1C T ST[ IP-i ACCORDANCE 'l'A"H lrllS:C. 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UNLESS Tr;EY ARE ACT ING UNO ER Tl IE D1RECTIO'\/ OF A L .C[N~I. IJ PROFESSIONAL ENGINE:ER TO ALTER TH,S OOCUMENl SITE ID: 9WAX000309A 4301 NE 4TH ST . RENTON . WA 98059 NE 4TH ST & UNION AVE NE (N ) STEEL UTILITY POLE SHEET TITLE GENERAL NOTES SHEET NUMBER T-2 SITE WORK NOTES 00 NOT EXCAVATE JR :)1STU~9 BEYO"ID THE PRO;,ERTY L NE$ OR L~SE '-N2.S .JN LESS OT--tERWSE NDTEO DO NOT s:::A!.E 3J LJl'\13 Do.t:.NSIONS =ROM J:;iA.'IIH't:3 SIZE !.OCAilO"I ,l.NO TYD£ OF A.NY U'\IDE!.:0.ROUND UT LT ES ::iR 111,P•R::>VEMENTS $HAL BE ACCu:t,HELY NOTEOAN ) PlAC~JOP.. AS-3UIL T DRAWN:iS SY GE'IIE~A!.. :0"4TRACTOR A'IIJ 1SSJ!::J TQARC-11TECTIE.N:31NEER A.T CQM::>.ETIO't OF PROJE:::T A.!..L E)(IST1"13 UTIL.·TIES -'ACl!..ITIES CO'IOITIONS ANO r -1:. R ~ME'tSIONS $..jO'M',j O'\I °'I.ANS HAV£ 3:.:.-... PLOT.ED ~~o ~ lo.VAllABL::: RECORDS THE ENGIN:C:ER AND OWN S~ ASSUME NO ~ESPO'\ISISILtTV V'MATSOEl/£:t AS TO TH E SUP'"tCIE"tCV OR A:::cu:v.:::v or 1'1[ N FORMATl:>N SHO.NN O 'I TH;. r'_A'\IS OR 11-t;. MANN!:R o~ JH::.IR RE,...OVA. OR A.DJUSTM ENT CONTRACTOR S'-IA!..L SE R[SPONSl:LE. F :)R DE TERWl "IING EXA:· LOCAHON o~ A.l !;.X Sll"I:'.:; Ulll 11:;.S AND FACI:. n::s PRIO-l TO STAR-OF CDNS•RUCTION COM RAC TOR St-'ALL ALSO OBTAIN F'ROM E:A.CH Ult-IT'( CO,.'P.A.NY DI: IA L::O !,...FORMATION RELATIVE. TO \l,IORKING SCHEOJL[S Ai'.IJ ME THODS or RE.MOVNG OR A CJJJ STING EXISTIP,.G UTILITltS C~WRAc-o::;i S~LL V[RIF't All EX STING UTIUTl[S eo·H Hoq1zoNTAL-'( AND VE.RTICALLV PRIOR TO SIA-IT o~ CO"-STRJCl ON A.N'( DISC!;!EPANCIES OR DOUBTS AS JO "HE INTERDRE I A 'ION or PLANS SHA.LL BE l"'Ml:D4 All:L"' RE:POl'..f1£0 10 lME ARCH TECT/EM:. NEER FOR RESOLUTION ANO l °'iSTRUC.ION A°'iD NO FURTtffR 'J..oRK S•iALL B[ P[RrGRM[D Jt-.TIL TH[ D SCREPANCY IS CHECKED A"ID COQRECTFD BV nt= ARCHTFCT/Ft-.G N EfR FAit URF TO S[CURE SUC•i INSTRUC"ION ~[AAS CON-RAc·o::;i '/'A~L HAVE V'.()::i:,(EQ AT ·+IS/HER ()IM,. ::i: SK AND c ,:PE N SE cor.rRACTOR SHA.I I CAi L t OCAJ. 0 GG!=R HOT lit\[ roR u·tuiY LOCATIO"IS 48 ... ou~s PR OQ ·o STA::i:T o= CONSTRUCTION II.LL NEW AN) Ex 1s·1J\.G u·urv STRu::TuQES Qr,,,, STE Al'.D l'I A,R~S T O B:. DIST JRBED av CONSTRUCTION Sl~AL, Bf A.DJt..>STtD TO ;;INIS-1 ELEVATION$ P:;itQFi' TO FINAL 1"1S0E CT10"f o: IM)RI< GRAD N G OF THE STE 'MJR-< AR EA I S TO BE. SMOOTH 11.J\.0 CONT NJOUS t,._ S.OPE ANO IS T O FEl,H-1ER l"lTO E XIST N G GRADES AT THE. GRADING LIMITS ALL TEMPORARY E,:CAVA~IONS FOR T -1E IJ\.$iALLAT;Ql'\I OF FOUN!)A.T10"1S UTIL TIE.$ E_TC SHALL 91: PRODEQLY LAI) BACK OR 9RACED IN A.CCCROAl'\ICE 'tJITH CORRECT OCCJPATIQl',Af. S AFETY ANO HE.Al TH ADMl,.,ISTRA •ION t0S-1AJ REOUIRE'-'E"-TS s·Ri..tCT J RAL FILLS SUPPORTING PAVEM ENTS S HALL BE COMPA:::T::D TO 95'111, Of MAXl'11JM $TAM>AAJ P ROCT0 -1: 0"1:Y O!:NS TY 10 "lE:W GRAJE:S NOi lt-. t!ULDl'IC MO DR VEWA't l t,Jl?ROVEM ENT A-IEA TO BE AC-11::veo 8 '( FILL NG 1MTrl APPROVED CLEAN 'ILL AP..0 CO'A ?ACTCD TO 9~% o.-S"ANOAAD 1-"lOCTOq QENS I" '1 ALL fll-SHA .. L 8[ PLAC[O IN UNffOR"' LI" IS 1--tE. lit TS T~ICKJ\.tS!i SHOULJ "10 1 E:XCE:E:J THAI V.,.:lt:H CAN BE ~ROPERLY :::o•.40ACTfl) TH::muGHOUT ITS ENTl::i:E DEPHi l;\,Hrl T•ff FOUl~,AEN" AVAILABLE 12 Al\. Y f ILLS Pl.ACCO 0"4 (XIS TING SLOPES THAT ARE. STl:E:l'tR THA'I lC HOH1LON T AL IO 1 V!:.R T !CAL SHALi.. SE PROPER. Y BENC-1EJ IN TO IH[ EXISTING SLOP[ AS OIREC TCO 8'( A G[OIE.C--tNICA-ENGINE:E:ff 13 CO'ITRACTOR SHALL Cl[AN [NTI!;!( SIT[ A.fl[R CONS I RUCTION SUCH lhAI NO PAPERS "RASH V..t:.t:.OS 9qusH OR ANY ::.Hl-'ER JfPQSITS 11..,1 L R E~'AIN ALL UAT[QIALS COLLECTD JURING CLEA"4•NG OPERATIONS S~All BE l)ISPQSl:D :)I' OH-SIT E. t!Y lHE GENERAL CONTRAC"TQ::i: ,, All TRHS ANJ SIIR,JflS WH~t, ARr °'i:iT IN DIRECT COtlir LICT ~\Hrl ·H[ 1•~PROVCM[NJS SHALL B':: PROTE:.C-E:D B't 1 r-11::. Gf::.Nl::.RAL CO.,.TRACTOR ALL SliE .J.()RK S•tAll Bf CARF==ULl Y C~RQIJ,.AffOOY GENfRA! CONT::iA:TOR WTH .. OCAL l.lT'l TV COM PA.N't T[l[PHO"I[ CQ',,4 DAJ,.V A!\C A",JY CT+iFR \JTII ITY CCM DAN ts t•.AVNC, JURISO C HON OV(R n•1s lOCATIOt. ENVIRONMENTAL NOTES All l/lJORK l;[R~OR,.'E:D SI-.All l:E CONf:.11\ ACCOHt:.ANCI: 'WPh JSS.Jl:l: l'l:RM IS !iii: CON,.R AC,.CR S~ALL BE RESPCJ'.SIB1.E FOR PAY~'LNT GI fl"IES AND !·ROPLR Cll AP\ UI' FO~ AHE.AS t. VICLATIOt. CONTRACTCR ANC,OR DEVELC PER ShA~L BE RESF0"'1SIELE FCR CO~STR.JCT CP\ ANO M/1 W ENANCE CF ERCS•C"-At,.0 Sl:01'11:NT A I CN CO NlRCLS CLR NC CON STRUCTION FOR PRO-.ECTIOt. Of AC • .ACEI\.T PROFERTIES ROAO\NAYS A'\C WATERWA'l'S AM; ShALl SI: MAJN l .AINl:C 1"-l'LACE lHROUGI-F NAL JURISCICTIO",.AL r-.SPEC ... 1Qr,, .& RE.LEAH OF SITE C:O"IIRACTOR St-loll l",1SlALUCON~lRUCT A.LL NECESSA~Y SEOIMENT.'SIL T CCNTROL "ENC NG 11",JQ PRO ... ECTIVE MEASURES Wll--lN "I-IE. U M TS CF SITE CIS,.U~BA'llCE P R C R TO COJ'.STRUCTI ON 'llO SEDIM E.Nl St-ALL BE A .. LOV'.taO TO EX T TtiE PROPERTY THE CCl'.TRACTOR JS RESPCI\ISIBLE FOR TAKING AOEQI..ATE MEASJFi'ES ~QR CO"llROLL,NC EROSION ADOIT ONAL SEDIMENT CCNTRO~ FENC'NG ',t,AY EE ~ECUIREO I N l,"lY AREAS Sl.B-ECT TO EFi'OS Cf\ 1-,E COtH RACTOR IS RE.SPCl'.SIBLE "OR MAii'. lA.IN NG POS TIVE DRAIJ'.AGE O "l ... HE. SI-.-E AT IILL TUES MTH SILT AND ERCSION CO"lTROL MEJISI..RES MA.NTAINEC 01\ THE DO~'l;''lSTREAU SIDE OF STE ORAN.AGE AN" DAMAGE TO AO~ACE"-T ORQPERTY AS A ~ESJLT Cf ERCSICI\ lh'ILL eE CORRECTED AT ·He CONTf;'ACTORS EXPENSE CO",JTRACTOR St-ALL EE RESPCNSIBlE ;OR 011-L YIN SPEC HONS 111\.0 Ill\ Y REPA RS OF All SEDIM EJ\. T CCNTROL \<IC.A.SURES NC.UOING SED1MEJ\ T REMOVAL l•S NECESSARY CLEARING OF VEGE ... AT C J'. N~C ... RE E R EMOVAL SI-ALL SE C "-LV 11.S PERM1reo A"-0 eE .,ELD TO A MIP,,,IMJM Q",JL Y TREES 'lll:CESSAR't FOOR CON!:.TRUC110N CF rHE F /.IC IUTIES SI-ALL EE REM OVED SEEDING AJ\.0 M ULC-11NG AND/OR SOCOING OF T<1E SITE \MLL BE ACCO,.•FL1S1-EO AS SCO"I AS POSSIBLE A(:Te:. CO~PLE~ION QI= 1-,1: PRO.l:C I f-ACld.U:.S Af-~l:CT!NG LANO OSTUR!lA"lCE CO°'fTRACTCR SHALL FJ.OV OE ALL EROS C J\. A",JD SEOIM EJ\.TATION CCI\ITROL ·..i E.ASURES AS i=iEOvrREO 8" LOCAL COUNTY AJ\.D $TATE CODES ANO OROINA"lCES TO PR OTECT EMBANKMENTS FROM SOIL LOSS A"lO TC PREVENT ACCVMVLAT ON OF SCt~ AND S L r IN SIRE/IM S AND O"Uo NAGE PAThS .E.AVING THE CO°'IS ... R UCT ON AREA TH1S MAY 11\.CLUDE SUCH MEASL.JFi'ES AS SILT FENCES srnAw BALE Sl:OtMENl !lARRIERS AND CHECK DA~S 1:J RIP RAP Of-SILf:.S 1'1Dlt:A 11:0 SHAL~ CONS1Sl OF CLE.AN HAR'J SOU"-0 :)URA8LE u,-.1FCRM IN QL.ALJTV STON E F REE CF AI\Y D[lR ~,Ct-.lAl DUANilTY Of-sm I f-RI Al::ILI: II-IN ELONGA!t.0 CR LAMl"lATEO PIECE~ OtSl'ITEGRATEC \4.ATERI A~ O RGAN C MATIER Q1L A-KA-I ORO'HE.R DhEIE:RIOUS SUBSIAl',fCl:S GC JO PLACE fll T[R 1AAT[RIAL A T A .. L Cf.ITC H BASl"IS ADJACE:N" TC CO"ISTRUC f ON S IE: 10 PREVENT SOLID WASTE CONl.AA'INA I ON FRCM E.N'ERING SE.'Nl:R SYSlt.M FOUNDATION, EXCAVATION AND BACKF ILL NOTES Al. FINA.t 3,RA')::J SLOPFS Sf--lA .. L 3,:: A MAXl lwtJlwt or 3 HORIZO~lAL 1 0 1 VtRllCA_ Al. l FXCAVA TIONS PREPARED c-oR P ..A:EIA[N" J F CJNCRE I:;. Si-tAL. SE o~ l .iNO'ST JRSEO SOl~S SUB$TAJ•,iT1A_l Y rl;)~ 20N"A.L AN2) !=~EE ::R:;)M A~'I' t oos;: .JNS..JITAR!;: MA-i=RIA.l JR FROZE.N S01LS A"tD \/MrlJ-.11 TH::. PRE:.S~°'f:::E 0" POJ"<Dfr,.G WA TE R OE'llATER N G (:o::i: i;:xc=ss $RO.JNJ WA·rn S'1A!.L B[ 0 RJ\11D[D •/o/·-ff'l -!EOU Ri.:D :::O\PACHO'I 0" SOI.S J'OER ::oN::RETE. OA,0 =ouNo.-.·10',fs SHA.~ "10' :3t l fSS r,iAN ~"Jl.0~ T ... F ~OJFIED PROCTOR MAX )JU ~ JRY DENSl' .. Y FOR Tr'E SOI. N ACCO RDANCE WTH ASTM Ot557 CONc:;i:re ::ouN)A·10"4S S.;ALL NOT SE ?._ACE) ON o::i::;AN,C OR J",1St.;!·ABLE )JA.~ER .AJ... Ir INADEQJATE: 3~R NG C APACITY S :;iEAC H:.J AT ... rlE DES1·3NED E XCAVATIO "l DE.PTri TME J N SAT.SFA(:TOR"' SOil SHALL BC EXCAVATE) TO IT S FUL-JE:.WH A.NJ EITHER SE RE~LA::E.O W T-I M EC-IA'IICAL_ v C:)MOACTE) GRA.N J l A.q MATfRlAL 0~ THE EXC,WA.TION S -lt.Ll 8 E:. HL-E:.U 'NITH CQP,.CRE'E. OF THE S AM:. TYP!:: SPECl'IE) FQ'I: THE '0UNOA ... 10N CRUS.-iEO s·o'IE MAY BE" USED TO ST.A.D ill[ TH[ so rmA 01 l ~I: l:XCA.\I.Al iON AP,.¥ S ... O NE SUB BASE ~ATER AL FUSE) St-tAL-NOT suas·1Tu·E 'OR REOU·RF D ntlCKNESS or CONCR[I( AL-E XC.AVArlONS S~ALL SE CLEAJ\.o OF JNSUl"'ABLE MATERIAL SUCH AS v:.GETA ... ION TRASH DEB::i:ts A'IC SO FORTH PR10::i •o tlACK FILL NG SACK F ILL SHA1.l CONSIST OF APP ROVED MA-ERIA.LS SUCH AS EAR•H ~OAM SA ND" Cl.A\/ SANO AND GRAVEL OR so~ T s -,ALI: FREE FROM c.oos O R L.A~:3E STONES OVER 2 .,,,. MAX D0..1EJ\.SIONS AL a.AC < Fl, SHA.LL Bf P .ACFJ N COM PA.C IE:.D ..A'l'E:.RS ALL r1LL WA TERIALS Af.'D fOUNDA TIO"l BAC K ~ILL SHALi.. BE PLACED I N MAAIMUM 6 T-1,C-< LIFTS 9EFDRE COMPAC.ION EA:::.f1 llH SHAL-BE WE~T[C r REQUIRED .AP,.D co•..i f~ACl l:D 10 NOT -ESS Tl-AN 95 ... OF Tr-iE 'AOOfflED ~;;i:xToq ',IA)Cl~.JM ORY DENSITY FOR SOL It., ACCORDANCE \~It-+ t.STM J1~5i NEV\\ Y PLACED CONCRETE tQJNDATIOJ\.S SHALL ::URE A 'AIN IMLM m 12 HRS PRI OR TO BACK F ILL ING F INISHED GRAOll'.rG SflA, l l'lt SlOPFJ TO PROVO£ POSIT V[ DRAlt-.AGE. .A.NO P~EV l;.NT S"'Af'.DING WA'ER "HE FIN AL (FINI S11J ELEVATION o: S.AB FOUNDAT ONS S---!Ac.l s , .. op[ AWAY N All D ·RE:.C"IO"IS FROM T.,E CENT!::R FIN IS"-1 GRADE OF CONCqETE PADS SHALL BE A M AX IM U M OF 4 INCHES ABOVE Flt.,Al r N St• GRAD[ £ .. [VATIONS PROVIDE: SURFACI: f 1L. .. GRAVEL TO EST.AB.ISH SPEC FI EO ELEVAT10 .... s IM-IERE R:EQu1::i:rn NE.'Mv G::i:AOEO SURFA::E AREAS TO ::i:ECEl\l'E GRAVEL $HAL~ SE COVE"RFO WT-i G[OTD:Tll[ r1'!::IHIC TYPE: l YPAR-34 0 1 AS MANJtACTURE~ BY 'CONSTRJCT 1QN ',t,ATERIAL 1-800-239-38'1" Q::i AN APPROVFD !=QUlv'Al[NT S-IOV,.,,. ON PLANS 'HI: GEO~EXTILE FA9:;i1c $HAL. BE BU\CK N COLO::i: TO CONTROL •HE RECURRENCE" OF V(GETATN[ GP/UH A.NO [X•ENO 10 WIJ-,1~ 1 FOOT CUTSIDf THE SITE FENCING o:;i ELE.C ... R1CAL GQOU",JDI .... G SYSTE,..t PER:IMFTER 1/1/oHCH t\/FR IS G::i:[A-[R AL-•AH RIC s-,All BE COVERED WTH A Ml"l WUM OF 4 J E.£0 COM PACTED STON E OR GRAVEL AS SPECIF ED If F:)OT Tl'Pf No 57 roR f(N:[O COMPOUND F DOT ''(Pl: 'le 6i' F-OR ACC::ss DRIVE ARE.A IN ALL AREAS TO R E.CE-VE 'ILL REMOVE A.L VEGETATION TOPSOIL OEB::i:1 S ',NET A N:) U",iSA"'IS'°ACTORV SO·L MA"[RIALS oes I RUC 'IONS A"lD DHI: IE:. q101,;s 'AA TE~IA.S FR0'-'1 GROUl'.0 SUR;:ACE ·:>tow STRIP CR B=!EAK 1..,P S ... OPEO SURFA(:FS STFFPF R THA"l • VE.R"ICAl TO <I --t:::>R LONTAL SJCH TH A" F ILL WATEl;(IAL'Nl.L B NO•t.rH E XI STl \lG/PREPARE::l S.OL S.u::i:i=ACE 10 1/./t--l['I SJB GRAOC JR PREPARED G:.tOUND SiJqfACE. HAS A :JENSl"'Y LESS THAN T -1AT REQUl =!EO FOR THE i=ILL MA.ERI AL SCARIFY THE GROUJ\.D SURfACE TO JEP"H RE:OJl>-(!:.0 r>.JLVERtlE M OISTU~E-CO!'.IJI-.-ION ANOl()R AERATE THE SOILS AN:) RE.COM PACT "0 TH[ REQUIR[OOENSIT"VPRIJR IOPLACl:M l:f'.I OFF L LS ., IN AR(AS 'J'"'~ICtl cx1s-1NG G::iA.VEL SURF AC NG IS -!E:M OV!:O oq JISTURBE.O OURl'IIG COJ'.STRv:::::T•O'I OPE.RAT O"lS REPLACE GRAV H SURFACIJ,.G ·o , ... ATCH ADJACENT GRAVt:. .. SURfAC NC AJ'.D RESTORED TO T -1E SAME r.-.1C Kt-.ESS AN:) COM PACT ON A S SPt=CI FIF'.1 Al l R FS TOR[J GRAV[l SURr AC NG S--tAll BE: FRE.I: FROM coqRUGAT'O",iS A"ID ,,w .. ves [XIS ',NG GRAV[l SURfAClt.G r.~A"r 131: 1:XCAVA 11:0 Sl:l'/.IAAIEL Y ANC REVSEC Will--,-1-E CONDITIC,._ ThAT A"4V UNl=AVORAOLI: .AM OU~ rs or ORGAN C MAI !L R C A O !hl:fi. Cl:LI: 11:H·CL-S M/.1 ... ER ALS ARE RE~OVEC FfilOR TO REUSE FURNISM At,:V .A001T CI\AI. C,R.AVfL RrS~RfAClr..G MA"[J<IAL AS t.[[[)[0 TO MiCVl[.11:. A ~u .. L CEPl"i COMPACTED SLRFIICE Tl-,RCUGI-OL. T SITE '3 GRAVEL sue HRrAC[ SI-All tlE:. PRl:PARl:O ro Al:Q UIRl:C co,,otPACTION A"-0 SU6 GRACE ELE\1"110"lS BEFOQE Gf.AVEl SUJ.FACING IS PLACFC ANC,CR: R[STCJ.[[) A"lY LCOS[ OR CI S"UHE!E:O r!All:HIALS SHALL BE n -Cfi OL.Gr,L y COt.•FACTEC Ar..C A'IV CEPRESSIOt.S l",i TH S~[l GRADE St-.All E![ rlLl[O ,AP,.Q COMPAC ru, W.Tt· /.lrP~OVED SELECTEC MATE~IAL GRAVEL SURF AC r-.G "-tATEf.'1.Al Sl•AI I t.:CT Er USEC FOR FILLl"-G O(PRESSIONS I~ 'Ht SLB C~ACI: DRO.ECT fXl!'iT t.G C,R:AVEL SLR:FACl~G AAC SU! GRADE U\ ARE:AS Vl.'r E:RE.1:0U,P,.'ENT 1.0AOS WILL QPER/, ... E USE PLA"-Kl '-:G MATIS OR CTH[R SU T.AB~[ PRC 11:CTIO"J 01:SlGNl:t: '0 SM~l:AO l:Ql,IP!l.'f;.Nl LCAO~ AS W,AY €-E NECESSARY REPA R M\IY r..A MAGE TO EX STING GRAVEL Sl..RF.ACtJ\.G OR SUB GHAOE "'"°ERE SUCI-CA.MAGE IS OUE TO ThE COi\ TR:ACTCf.S OHRAT ICtsS ·5 r.AMAGE TO EX STING STRUCTUJ<L S ANDICR L.: r LI E:S Rl:SLL H P,.C FROM CCI\ TRACTORS NEGLIGEr-.cE SI-All eE REPA I.ED A"-D! OR R[P._,AC[D T O "H[ OV\INERS SATISfAC"ION Al NC At.:Ot r lO ",IAL COS,. TC "HE CONTR/ICT 16 ALL SU T ABL[ BORPiL MA •LRIAl fOR BAC -< ~ 'L-(;f-11-l: S 11: !>HA~L BE IJ'.C LJOEO 1'1 THE B;O EXC€$S TOPSOIL Ar-.0 1..NSU TABLE MA~ER Al SHALL Bl CISPCSLC· or Cf~ 5 11: Al LOCA TIO N !> APPROVEC B" GOVERt.lJ\.GAGEf\CIES. t<T NO ADC1-10 NAL CO ST TO Tltf COJ\.TR.ACT 1nal>ilitie S IT E ACQUISI TION A&E SERVICES D RAWN BY SASCO D ATE 05/03/2016 REV DATE DESCRI PTION BY 0 I 05103/16 90% CONS TRUCTION ENG rr~3/16 INTERNALUPOATE JO -I----- PRELIMINARY NOT FOR CONSTRUCTION IT S A VICL.ATION Of LAW FOR AN¥ PLRSON U",,,1 F SS fr'E" ARE ACT NG UNCER -hE DtRE.CTIO\ OF" A LIC ENSED PROI LS:> ONAL ENGINEER TO A L TLR l H I S OOC\..ME"\ T S ITE ID : 9WAX000309A 430 1 NE 4TH ST . RENTON. WA 9805 9 NE 4TH ST & UN ION AVE . NE (N) STEEL UT ILITY POLE S HEET TI TLE G E NE RA L NOTES SHEET NUMBER T-3 .--DIMENSIONS FEET A (Distance Between Signs) 100 B (Distanc e Between Signs) 100 C (Distance Between Signs) 100 L (Merging Taper Length) 205 Maximum Taper Channelizing Device Spacing 35 ··-··--··-· ······--· .... --.. ·-- Maximum Tangent Channelizing Device Spac,ng 70 DISTANCE BETWEEN S IGNS Speed Spacing (ft .) (MP H) A B I C D 4 0 or less 200 200 I 200 100 41 to 49 350 350 I 350 175 50 to 54 500 500 I 500 250 55 or greater 2640 1540 I 1000 500 "ROAD WORK 1 M ILE" sig n may be used as a n alternate to th e "ROAD WOR K AHEAD" sig n 500' be yond the "ROAD W ORK AHEAD" sign or midway between signs , whichever is less *•* "BE PREPARED T O STOP" sign may be omitted for speeds of 45 MPH or less LEGEND • CHANNELIZING OEVICE ~ SIGN ~ WORKSPACE ....... FLAGGER .... DIRECTION OF TRAFFIC TRAFFIC CONTROL PLAN 1 . 2. 3 . 4. ,n, .... i-t t ~1 111 : • U } • 11 , ~ . I • n · i1 / • 'i' ~-1 ·- ·:--e en . J: I- B 5 ._ ~ w z i; 1: lt- ... l ~~ ·~ .. ~~ ' ··~:t il t [~~ GENERAL NOTES Work operations shall be confined to one traffic lane, leavi ng the opposite lane open to traffic. Addition al one-way control may be effected by the fol lowing means : • Flag-carrying vehicle • Official vehicle • Pilot vehi cle • Traffic sig nal The "O NE LANE ROAD" signs are to be fu ll y covered and the "FLAGG ER" signs e ither removed or fu l ly covered when no work is being performed and the roadway is open to two-way traffic When a side road i ntersects the roadway within the TTC zone . additional TTC devi ces shall be placed i n accordance with applicable T CZ Indexes. 5 . T he two chan ne liz ing devi ces directly i n f ront of th e wo rk a rea and the one channel zi ng device d irectly at the e nd o f t he work area may be om itted provided veh icles in the work a rea have high-i ntensity rotating , f lash ing , osc i lla ti ng , or st robe lights operati ng. 6. For general T CZ requ irements and additi onal informat ion, refe r to MUTCD. DURATION NOTES 1. "ROAD WORK A HEAD" and the "BE PREPARED T O STOP" s ig n s may be om itted if a ll of the following conditions are met: a . Wor k opera tions a re 60 minutes o r less b. Speed l imit is 45 MPH or less c . No s ight obstructions to vehicl es approac h ing the work a rea for a distance equa l to the buffer space d. Veh icles in t he work area have high-inten si ty , rotat in g , flas h ing , osci ll ati ng , or strobe l ights operatin g e. Volume and complexity of the roadway has b een co n sidered BUFFER SPACE Speed Dista nce (MPH ) (ft .) 25 155 I- 30 200 -~ 35 250 - 40 305 --- 4 5 I 360 ,-- 50 425 - 55 495 60 57 0 - 65 645 70 730 Whe n Bu ff er Space ca nn ot be atta ined due to geometric const ra in ts, the greatest attai n ab le length sha ll be use d . but not les s th a n 200 ft. CONDITIONS WHERE ANY VE H ICLE, EQU IPMENT, WORKERS OR THE IR ACTIVI T IE S E NCROACH THE AREA BETWEEN THE CENTERLINE A N D A LINE 2' OU T S IDE THE EDGE OF TRAVEL WAY ]] 11IOl>ilitie SI TE ACQUISITION A&E SERVICES DRAWN BY SASCO DATE 05/03/2016 REV I DATE DESCR IPTION I BY 0 05103/16 90% CONSTRUC TION I ENG 1 08/03/16 INTERNAL UPDATE _ g PRELIMINARY NOT FOR CONSTRUCTION ~ • 15 A 'V IOL.AT IO' 01 LAW F"OR ANv PERSOI\ UNLESS •HEY ARE ACTING UNOE:.R T HF 0 RECT ON OF A L,C£.NSFO PROFESSIONAL ENG 1.-..EER TO Al TER TH.S OOC U\o1EN I SITE ID : 9WA X000309A 430 1 N E 4 TH ST., REN TON , W A 9 8059 NE 4TH ST & UN ION AVE NE (N) STEEL UTILITY POLE SHEET TITLE TRA F FIC CONTROL P LAN SHEET NUMBER TC-1 Ii. / )'- Ii. I-- Cf) I I- "'" w z 'I " "I i&• I [E)CURB& 1 I ' 7 / A.9 GUTIER lj tl I ~ " t TYP 1 1 I ---ii I -· --1p ...,. ir 9 I ~ Ip (N) 120-0" UTILITY POLE / / / , AND EQU IPMENT ------/ r t. I ,' .• n -------I I I 2 \h:Y ~!....._ A-2 40"0 AT GRADE $i:·~ ----~~----1--:__;~ 38'-0" -------------TI!' ~ 4 1 '1 <.' 1 • .;.·i I -1-r 48'-0" 54'-0" ,. ·1 / •• /I. IN) UNDE RGROUND POWER i: <.' i. 1 ------L_---=J.j ' .• r , , -. ' I I IN) POWER PO C TO MAIN POWER SOURCE. PENDING UC ,; I I / ', O I '/ I ', ' /j ,1 : -------.JI / T-?;.,,..------...___ I I I I (E)DIRT . f' • TYP ---;I • --"9 -----t I ' (E) CONCRETE --~- SIDEWALK. TYP -----------;r---,, .. (E)BUSH -~-.,,-• ~ TYP •1 • --L ~ (E )STREET --------_, LIGHT ---~----- 6 ~ •• t ----............ ?---i • • I I ., t, ~''I 1-4, . ' • ' . ' . ~ _, ii: Q (.J .., I -I I I I I I I I ENLARGED SITE PLAN K] ;1'.:. :...3€ SCA .. E 3/16 -1 (!' 'I :..1 T' SCA, r 3137 " 1 -0' I I t / ! I ,.._._ 12 4· 2 o· --·, -·-l! I t ,·~ " ,1 • I • Ii_ ) A-2 _, · fl ii:: 40"0 AT GRADE {l -~ . _'_// 111:• ' (N) 120'-0"UTILITYPOLE ~ ' I, • Ii) A ND EQ UIPMEN T a:··.·/ l~;; 1 48'-0"$ I/ ·1 1 I Q , 1 I , • I "'I M ~·: --:r1 I "" . < !' · 1 ~ 38' o· '· .: _ 33'-0" • d " . , 1 I 103'-0" / i ' I · .o.1· In · 54 '-0' fl 1 •• /:fi ' , r ·f\49.0· // •• :-; J/ •• . I I . I -(N )UNDE~-,- POV\l'ER 1r • / rJ /I I l..J \_ I/'" I ' , ' \ (El U TIL IT Y PO LE (E) D IRT fl a• 1 • . .:-1 1 TY P ~ !l• f !;. I • I • f O'~ '--(El OVERHEAD ' • •• POWER DISTRIBUTION (El CONCRETE ,/ /. " • .' SID EWALK TYP ---._,_, o 6 ""'r"' 1 • • ~ . : I (E) STREET • • .. ' 'I LIGHT TYP --............ : j • I ................ ·'i··~h I-~ - • < ~ . Op Cf) (E ) CURB & • 1liW I , I G UTTER • •. I TYP --....-.... Jl i I---....._ . .. 1! v- ~1: )1 w l·._ , y :-:_1~ Ir ~ "' :;; ·"" a. ;..~ z r;;iRIVEWAY --....._ I --- (:! ., -..... .......... 8 O , "" a. i . ,/ ,;,1J / C,Hf, • ,1·. -;-O/HT~ ~-~---- Ii. • i OiHP 0,~P .\ \ \ ---,, t \ \\ /' ------C'+ \ I , 0 \ ,,- <\ ~ \ ~ ~~ \ \ \ > \ /x .... "' \~• ~~ ,j .. . { o o·',:i3-\\ ~ ~ ,,_ ·, . Qrt-JT OrHT -----OIHT -----c,-F ~'.--.f -'I>, .. ~ ----~z.,." . : . . • ~-~~ -~ --. OHP ,:);HI' • ~'!~:::_ --- c. I "-t 0~ I ... Ii. C. I :i b O fs -s.. UNIO N AVE NE I ' ABBREVIATI O N S AC AG L APN A\Vo BC co ~ CL• oc 0/DlA C[) rec GPS GRD \Al , es \Ot,,G MAX M IN I N) C~li Cl-IP p ~ F OC p"~ FVC RAC RF SD ... ·eo "HHN AL TERJ,.,ATE CU=l:RENT ,\BOVE GRADE LEVE L ASSESSOJ.S PA=l:CEl t\l)'~8FR AMERICA!,, 'MF!E GAuGE BOTTCM OF CENTER O F CENTE R 1.l~E CLEARANCE CIRECT CURfiEf,. T DIAMETER EX Sl NG FEDERAL CW,'ML.N1CAT!Or-.S COM\4 SSION GLOBAL POSI I ONl",I G ser-.so ~ GROUND lAI TUot: POU~OS l ONG TUOE uAx ,.·u~· "4 N MU~! ,cw OV(R HE AD TfaCO 0\/fR ttfAO PO'MR PROPERT'Y Lll>iE PO ,.. T OF CCNI\EC no, POV'.1:J. FOL Y\/ NYL CHLOR10E FiAOIUS RA0 10 FRECUE"'ICV STORY ORAi!\ SE:V\\:.~ '!All\ TO 1:H: Cf:. Tf:.RMII\E:O 'HER'-'Ol'l..ASIIC t-,IGHHE:AT RES IS I AA 1 NYLON COA I NG ,.H'M'< •HFRf,•OP t ,l,STIC t-,[AT I W~ '[R RES IS' AA T 'VI' -YFl(.A._ TO ·oPOF VE l JNWANTfC F\.I SS IONS UCI' UNCfRGROU',1 1) POVv[ A ~ UNCERWR ITfRS I ,l.f'!ORA ·oRlfS lf..C NOTE EX ISTING MI LE POST DOES NOT EXIST Voo1 THI N THIS V ICINITY DRAWINGS ARE D IAGRAMMAT IC AND NOT FOR C ONSTRUCT ION AND COMPLETED WI THOUT T HE BE N EFI T OF A C IVIL SU RVEY (BY OTHERS) ALL DI M ENSIONS NOTES A N D EXI ST ING CONDITIONS A RE ESTIM ATED INCLU D ING PROPERTY LI NES UTILITY CONNE CTIONS. ROUTING A ND EASEMENTS -TO BE FIELD VERIFIED PR IOR TO CONSTR UCT ION SITE PLAN ~ 2•1"•36"" SCALE li32"'-1 -0' ~ ·1·.17"SCALF 3,,'64 "'1-0 I'\~. I :•v*o-s 1 1nabilitie SITE ACQU ISITION A&E SERVICES DRAWN BY SASCO DATE 05/03/2016 REV DATE DESCRIPTION BY 0 1 05103116 9()% CONSTRU CTION ENG 08103116 INTERNAL UPDATE JO r--t---__, __ PRELIMINARY NOT FOR CONSTRUCTI O N • 15 A V IOL A TION OF LAW FOR A", Y PERSON 1.,N.ESS -HEY ARE ACT l'\G UNDER THE D IRECT ON OF A l lCf NSEO PROFESSIONA1.. E.-..G1,EER iO AL iE'-: THS DOCUMENT S ITE ID: 9WAX0003 09A 4301 NE 4T H ST.. REN TON . WA 980 59 NE 4TH ST. & U NION AVE NE (N) STEEL UTILITY POL E SHEET T IT LE S IT E P LA N SHEET NUMBER A-1 BILL OF MATERIALS CHART DESCRIPTION CABLE LN I D IMENSIONS [HxWxD) I WEIGHT I MAKE READY NOTES MAKE READY NOTES I - I 2• ,36· SCALE ST S l 3 1 t"v:l T SCALE 'IT S __ (N) 3'.()" LIGHTNING ROD -----.. _/ -----., OVERALL HEI GHT W/ APPURTE NAN CE S ~ 123 '-0" AGL '-f' ' l TOP OF (N) UTILITY POLE ~ 120'-0" AGL' (N) GE MT EK ANTENNA CANISTER ----------...., 4 '.()' LAP SPLICE RESERVED FOR DOT /MUNICIPAL USE PUBLIC SAFETY CAMERAS. ANTE NNAS WIFI 4'-6" LAP SPLICE 'T - ', ( ( I'" ~ I I TOP OF ST EEL $ 110'-2" AGL TOP OF CANISTE R $ 104'-2 " AGL FLANGE CONNECTION ELEVATION ~ 84'-2" AG L '-/" J SPLICE ELEVATION $ ' 64-C" AGL J _ SPLICE ELEVAT ION $ { J Lo , TOP OF RESERV~ -~~;~~ ~ O 58'-0" AGL I BOTTOM OF RESERVED SPACE ~ 48'-0" AGL l I 1A' ~~ I SPLICE ELE VATION ~ 34'-6' AGL SPLICE ELEVATION II(:) 30'.()' AGL '-f' _Jm~: --~,, 0-"""!','i.1'1 ~ : FINISHED GRADE ~ t · 0 '-0" AGL '7 .. 20'-6" FOU NDATION ____ J __ 111 · l~ . ~ '. { I ) t.L_ I t20'-0" BELOW F INIS H GRADE 'l'" BOTTOM OF STEEL I\ (N ) 3'-0" LIGHTNING ROD --OVERALL HE IGHT W/ APPURTE NANCES ~~ 123'-0"AGL I TOP OF (N) UTILITY POLE L'L 120'.()' AGL '-/" (N) GEMTEK ANTE NNA CANISTER --------- T __ TOP OF STEE L ~ 110'-2" AGL '-f' TOP OF CANISTER ~ 104'-2" AGL ' '- c ~-, ~~= j;l FLANGE CONNECTION E LEVATION ~ 84 '-2" AGL ' t-1 4'-0" LAP SPLICE ---, j r- 1 SPLICE ELEVATI~ -----------~==-=-o64'-0" AGL '-I" " SPLICE E LEVATION ~ 60 '-0" AGL TOP OF RESERVED SPACE 58'-0" AG L '- RESERVED FOR DOT/MUNICIPAL { USE PUBLIC SAFETY CAMERAS. ANTENNAS, WIFI I EOTTOM OF RESERVE D SPACE /I;. 48'.0" AGL -------------SPLICE ELEVATION 34 '-6" AGL' 4'-6" LA P SPLICE 20' 6" FOUNDATION , Ir lL -~~ ---------m---t'-' " \: I ' ---l 1j i:!_ li . SPLICE ELEVATION /I;. 30'-0" AGL BASE OF UTI LITY POLE ~ 0 '-9" AGL FI NISHED GRADE /I;. 0'-0" AGL _ _________ __,,_BO,,_T'-'TOM O F STEEL ~ ±20 '-0" BELOW FIN ISH GRADE ACTUA L FIELD CONDI TIONS-MAY VARY FROM 'NHAj IS SHO'A'N HEREIN CONTRAC TO R TO FIELD VER IFY PRIOR TO CONSTRUCTION NEW EAST ELEVATION 24 ~Yr SCA.LE 118"-1·--(l" 11 )II SCAL[ 1116":: 1'<'" rv-..-...-.i 8 6 4 2 O" n 2 1 NEW NORTH ELEVATION I ;:,·,:v; SCALE 11!3 : 1'-0" · 1"l1 l l" SCALE 1116" -1 (J ~ A 6 4 2 · O" .11 1nol>ilitie SITE ACQU ISITION A&E SERVICES DRAWN BY SASCO DATE 05/03/20 16 REV I DATE DESCRIPTION BY 0 I 05103/16 190'4 CONSTRUC TI ON I ENG 08/03/16 I INTERNAL UPDATE I JO ~ PRELIMINARY NOT FOR CONSTRUCTION T IS J.. V Ol.A TIO!\ OF LAW FOR AN.V PERSON UNLE SS THEY Am: ACT ING ur-.OfR THE DIRECTION OF A. LICENSED PROFESSIONA .. ENG INEER TO Al TE A TH S DOCUMENT SITE ID: 9WAX000309A 4301 N E 4 TH ST , RE N T ON . WA 98059 NE 4 TH S T & UNI ON AVE NE (N) STEE L UTILITY PO LE SHEET TI TLE NORTH & EAST ELE VAT ION S SHEET N UMBER A-2 NOT USED NOT USED NOT USED SC AL E NTS SCALE N T S 10 NOT USED 11 NOT USED I ~c;~E 112[ NOT USED SCALE NTS SCALE NT S ]7 8 ~1 9 1 . NOT USED NOT USED NOT USED SCALE NT S SCALE NTS 4 5 SCALE I & I NTS ; .,. V -,- 5" ; 1nol>ilitie In case of emergency contact: EM A IL: NOC@MOBILITIE.COM PHONE: (877) 244 -7889 SITE ID: _____ _ OWNER / OPERA TOR NOTE: 1nal>ilitie S ITE ACQUIS IT ION SITE 10 LABEL TO BE AFF IXED IMTH TZeS24 1 LABELING TAPE OR EQUIVALENT BLACK ON WHITE LABELING TAPE OF AT LEAST 18mm WIDTH IMTH I A&E SERVICES EXTRA-STRENGTH ADHESIVE USE AN Y COMPATIBLE P·TOUCH LABE L MAKER TEXT SHOULD BE PRINTE D IN ALL CAPS WI T H A MINIMUM HEIGHT OF 1/2' EMERGENCY CONT ACT SIGN . . NOTICE (<1>) Stay Back Radio-frequency energy may exceed expos ure limits. 11 Questions, contact faol1ty owner ANTENNA SIGNAG E: SCALE NTS ON WOOD POLES · SIGN ON ALUMINUM WITH SS SCREW TO THE POLE ON METAL POLES ADHESIVE VINYL OR PLACARD STRAPPED IMTH SS TIES ON CONCRETE I COMPOSITE· PLACAR D STRAPPED IMTH SS TIES SIG N PLACEMENT: AFFIX TO THE STRUCTU RE 3.4· BELOW THE COMMERCIAL RF ANTEN NA(S) SIZE APPROX 8 ' x 5 5" 1 ANTENNA SIGNAGE l ~c:n 2 NOT USED SCALE 3 NTS I DRAWN BY I SASCO DATE 05/03/20 16 R EV I DATE D ESCRIPTION I BY ~ 05103/16 190% CONSTRUCTION ENG 08103/16 INTERNAL UPDATE JO PRELIMINARY NOT FOR CONSTRUCTION 1 IS A VIOLATIO\-OF LAW FOR At-r" PERSON UNLESS ~HEY Am ACTING UNDER THE DIRECT ON 0'" A. l CENSED PfW::ESSIO"..AL E'\Gl".IEER TO Al IE~ TH IS CXX:U \4E N - SITE ID : 9WAX000309A 4301 NE 4TH ST . REN TON, WA 98059 NE 4TH ST & UN ION AVE NE (N ) STEEL UTILITY POLE SHEET T ITLE EQUIPMENT DETAILS SHEET NUMBER I D-1 POLE INFORMATION SITE NAME INSTALLATION TYPE POLE HE IGHT LAT I LONG (N)ATIACHMENT HEIGHT INSTALLATION TYPE RECORD POLE OWNER RE CORD POLE ID NUMBER RECORD POLE DIAMETER DESCRIBE AC POC ON (El POLE I POWER PROVI DER LENGTH OF .iliJ POWER POC REQ UIRED TO BR ING POWER POC TO SITE LAT I LONG OF POWER POC V ISIBLE WIRED BACKHAUL OPTION SPECIAL SITE NOTES (E l POWER POC ---------- ,,,-#2 AWG STRANDED ,,...-· COPPE R ()---iN)GROUND -:- ONE-LINE DIAGRAM 9WAX000309A (Ni STE EL UTILITY POLE 120'-0" 4 7 488437, -122 162118 TBD (NI STEEL UTILITY POLE TBD 40"0 AT GRAD E UNDERGROUND TBD TBD TBD TBD N/A 1 >--------------(N) 206V SUPPLY (--~ \__) f----------(N)METER }-------------IN) WIRING AND CONDUIT PER EQUIPMENT MANUFACTURER SPECIFICATIONS (N)PPC t I (N i MICROWAVE EQUIPMENT t I- C/) ?= "'" LLJ 2 I ;J I t : f I I '/ I I I I I ::'.'i ' I I (E) BUSH ---_;_+.------_J ,,,___ 11 i I I /J I I I I 1 I .,·7 I , I TY POLE I / 20'-0" UTILI ~ I I f!! '°"'""' ~ ' ' : ~~~ I ~ I ..... ;·'°:t~,,t: '• ~~"'{;~~<-+r!~ .~ .-'i .. ::.4-1:l:... .. ;. tl~.r .._,_, ;/~'.'_;,ll·:/f!',( :y1~·~~J\} .-; .i ~ ;,:.~·'.,·J :-c..~~u~',t rt ' •l (l'"!.,/;8- ~-.Af41 ~~\ ~~·J1 ·:,· 7/ ii...~,t{'•-6l:..:.• ... ,,_,;); :;~,~:sir~ t I I ', I -~~-I I I: I .. · .. ,~~l , /_1, " I ~~ -,____ f ,._. ; ~w' ---+- ' ~ r I ----_,--r ------I E -40 .. 0 AT GRAD I I I I <] I) I Q l') .., I I I I I I I I I I /, (N) UNDERGRO POI/VER UNO ---/ ----i- 1 1----/ / IJ ----I I I --+-__ C. (.'.; .:) (E) CURB & GUTIER TYP ----------------· ,j -----8 --~ .:, . Al,. ,v~-s~ I I / I ' L~ .. --.~t./:.~ ,K~~; ~: ·-~~i '*J, ,,'l ·.:t~ .... ,p 1~ . .;lJ: .,.p ·'" .'\~/.{ :-,<d",;,/ ~1.'t :;:,-1· :: ,._:~,i t" I (E) OIR_T__ ----~----LL_-----L._, m I ,, -ffe ... ·f~~~;':)h0 '):'..,·~ .. (El CONCRETE SIDEWAL K TYP I ' ,:f'''*_,··."~ J~L ~:'J..,:··;,.. I I I ith.:~;:_.v., , ~ ,, .• ,,, 1;;,. ' . """" .. · /_I J,,r <IJ5,.,.-,_i ~ d :1 ~ r I -'(',/ ,~-._,_~· ~,,,-~, I {f,;J;r4t-. ::;_"Wr I ,tw~"'>,¢ I I I (N) POWER PO C TO MAIN POWER SOURCE PENDING UC---- I I I I I I I I /': I I I "J I , J I , I , I I ' ~-i-_____ / --..__,___ ' / ·--' -------------- --------..... C ('.) ..) Q µ I I 0 ~ 2 ~ I I I I I I I I I _4_) ~ 0. ::.:~~:: ~;: 2 I PRELIMINARY UTILITY PLAN I ~~~\1 1 24 ~Yr SCAlf 3/t!""' • -r:t' 1 l"K1T SCALE. 3,/'6. -1·-0" 11nol>ilitie SITE ACQUISITION A&E SERVICES DRAWN BY SASCO DAT E 05/03/2016 REV I DATE DESCRIPTION BY 1 O I 05/03116 90% CONSTRUCTION EN G --c;-J 08/0311 6 INTERNAL UPOATE JO PRELIMINARY NOT FOR CONSTRUCTION l IS A VIOLATIO". o::-(JIW t"QR ANY PERSON UNLESS THEY ARE ACTl'G UNDER THE DIRECT ON or: A UCE~SEO PROr:FSSIONAl.. ENGII\U R 10 ALTER T-lS CXX:U"-4EW SITE ID: 9WAX000309A 4301 NE 4 TH ST . RENTON , WA 98059 N E 4TH ST & UNION AVE, NE (N) STEEL UTI LITY POLE SHEET TITLE ELECTRICAL PLAN SHE ET NUMBER E-1 rnol>ilitie 8'-D' 8 -D" B'-0" ., ., ,; ., L!GHTN N::;R::>D . ' .. I #2 TINNED ; #2 TIN NED KM']J GROUND WIRE ;~------GROUND WIRE SITE ACQUISITION "' i (PO LE \ : GEMTEI\ ·~ .. ? ·~ ,'; ? , I \ ' r:~, r:0 ',, .... _ _..,.,,/ 8 GROUN D ROD 8'GROUND ROD 00 CADWELD CADWELD ~ ·~:_) \_:' <-1 CONNECTION CONNECTION BELOW GRADE PLAN BELOW GRADE .. . GB -5 • • - 8'-0" 8'-D" 8'-D" A&E SERVICES ., ,; ., ., DRAWN BY SASCO • Ga u • I I .. .. I DAT E 05/0312016 [lJ ~ [U G1:JCZ #. IJ POLE REV DATE DESCRIPTION BY L GB •3 . EXISTIN G GRADE 0 05103116 90% CON STRUCTION ENG . ' I ~ 08/03116 INTERNAL UPDATE .IO rn m m I I •- 9 ,. ,.., ' >-------.. r, ., ,. . !.Ge•2 .: \ 1 ' \ [I] [ liJ GITJf.J \ ' ' I \ -#2 TINNEO \ __ #2 TIN NED __J ,. GROUND 'MRE I GROUND 'MRE f-- w b ., ~ -- w .;, ~ / ' / I-:. GP. II' (/) . 8' GROUND ROD I 8' GROUND ROD tr [I] [i] [ G[ZIT'J CADW ELD CADWELD w . . .. CONNECTION CONNECTION ~ BELOW GRADE BELOW GRADE f I I 0 --1 ' J I-: I PRELIMINARY I'\ TER NAL NOT FOR C~NETI ELEVATION CONSTRUCTION I I I I SCALE I 1 L -J GROUND CONNECTION DETAIL I N T S. I NOTES ~ ~-> ... , .~-~ IT S A V10L.AT10N OF LAW FC R ANY PERSON i i 1 A LL GROUNDS SHALL BE #2AWG ST RANDED COPPER GREEN IN S ULA TED ';, U \LESS I H E:.Y A R [ A CT NG UN DER TME 'MRE UNLESS OTHER'MSE SPECIFIED OR R EQUI RED BY MANUFACTURER ~ ~ t~ DIRECTION OF I> LICE NSE D PROFESS ONAL Fl ENG,NEER TO Al "f R THIS OOCLM E'\ T OR LOCAL ORDI NANCE ... ,. ···:t I_. (._.,. INT ERNAi.i TYPE SS TYPE VB TYPE PH ~ 2 A LL EXPOSED MECHANICAL GROUND CONNECTIONS WlLL BE MADE USING TYPE TA SITE ID: 9WAX000309A C ABl\.l T 2-HOLE LUGS OR O EM-PR ESCR IBED HARDWARE I ., I ' ...... ' c:, R 3 A LL CON N ECTIONS SHALL BE MADE WlTH A PROTECTIVE COATING OF AN ~ ~ - ' ~r:' ' . ' . j..~-· 4301 N E 4 T H ST , ANTI-OXIDE COMPOUND KNOV..N AS "NO-OXIDEA' BY DEAR BORNE ~ ,, /· . ...._, t Q RENTON , W A 9 8059 CHE MICAL CO -:§ t::::,, t. L ._J / N E 4 TH S T . & U N ION A V E . N E C 4 FOR GROUNDING TO TOWER STEEL INSERT A CADMIU M F LAT WASHER I TYPE GR TYPE RR TYPE PG TYPE GT TYPE GY BETWEEN LUG A N D STEEL COATING A LL S URFACES \MTH 'NO-OXIDE-A" (N) STEEL UTI LI TY POLE COMPOUN D BEFORE MATING :;, "'-~ <:::; -<? SHE E T TITL E 5 ALL IN-EARTH GROUND CONNECTIONS WlLL BE MADE USING EXOTHERMIC . \ ~' . PO\NER P O C .,.__] BONDS OR"CADWELDS" -.~ ·::·~ ~ -~ ' ·-" ... ', ,/\ t....) < '-., jf v ' GROUNDING PLAN 6 CONTRACTOR TO VERIFY AND TEST GROUN D TO SOURCE 10 OHMS 0 1 I MAXIMUM PROVIDE SUPPLEMENTAL GROUNDING RODS AS REQUIRED (@ TYPE NC TYPE LJ TYPE PC TYPE GR TYPE XA I 8'-0"0 C ) TO ACHIEVE SPECIFIED OHMS READING GROUNDING AND OTHER OPTIONAL TESTING WlLL BE WlTNESSED BY THE APPLICAN T GROUND ROOS R EPRESENTATIV E .. ~. :;J I ,, t;;:i ... '.:'-i. ~ SHE ET N UMBER ~ . .,. ,, s:.) ~ ---~ 1' . _--~, ·,t" '', G-1 TYPE HA TYPE VS TYPE NX 1 TYPE ND TYPE G L LUG GROUNDING SCHEMATIC I 24"~36" SCALE ~TS I 4 1,·~,rsCALE '4TS GROUNDING NOTES ~E l3 CAD WELD DETAIL I SCALE I 2 I N T s I ~I n I '7 (/) z.,., <:> I U1(/) w a.- l.aJ /W or i= (/) NI u_., t{o : 1 '" U) [ l I I I ""I' r-,.· 00"'10 ..... 1~\::::i :':' 1 :;; ~ 0 N ~ (',j N r r u, .,. I! I:::' C .,. en "' c{1 CJ> ~ ~I r~ (',; "' N r-,... N 0 N ...-:. Ln <t. ~~ ! 11 1,~ ~I l"'l'°'O "' 1 ; '.:~~~I 1:1~ "'I"' (/) V, er. w >-- -tr.~ ~ ~ -...... I-<( .:::.. C ~ ~ n z_, I er. c.. <t "'> Q ._ .... zoo ~ (" (I) :::s:: t-u / ~ ~ Q._ f u..i L.. 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L... 3 1900 fJHz RRU 23" x 16" x 13" J 60 LBS . _ I 9C '-8"' +/ 18" x 1;" x 15 4" I 53 LBS 89' 2'" , / T 2-4"-36" SCALI:. ,~-a. 1·-a-r-.-... -. 8 6 •I' 2· 0-1' x1 7' SCAl.E. 1,16":: 1 O" ~ L! SITE ACQUISITION A&E SERVICES DRAWN BY I SASCO DATE I 05/03120 16 REV DATE DESCRIPTION BY 05/03/16 I 90% CONSTRUCTION I ENG 08/031 16 I INTERNAL UPDATE I JO PRELIMINARY NOT FOR CONSTRUCTION IT IS A VIOLATION OF LAW f" OR ANY PERSON UNLESS T-,EY ARE ACTIN G U ".DER THE DIRECllOf\ OJ A LI ClNSfO PROFESSIONAL ENGINEER TO A-TER -H S DOCUMENT SITE 10: 9WAX000309A 430 1 N E 4 T H ST , RENTON , WA 98059 NE 4TH S T. & UNION AVE N E (N ) STEEL UTILITY POLE SHEET TITLE STRUCTURAL DETAILS S HEET NUMBER S-1 - VICINITY MAP DATE: 07 .2 5 .16 Photo Simulation By : Tangent SYSTEMS 424-262-4 1 67 I tangentsystems.co MOBILITIE, LLC PHOTO SIMULATION FOR NEW SMALL CELL SITE LOCATED AT: NE 4TH ST & UNION AVE NE I RENTON CITY, WA 98059 SITE ID: 9WAX000309A II; 2016 Google PREVIEW Photo Simulation Th is photog raphic simulation is inten ded as a visua l representation only and is not to be used fo r cons tru ctio n purpo ses . Accu ra cy of photo simulation is based on in formation provided by project applicant. MOBILITIE, LLC SITE DESCRIPTION: NEW SMALL CELL SITE WITHIN EXISTING RIGHT OF WAY VIEWS: 4 SHEET INDEX SHEET 2 : VIEW 1 SHEET 3: VIEW 2 SHEET 4 : VIEW 3 SHEET 5 : VIEW 4 SHEET: 1 / 5 Site ID: 9WAX000309A POLE TYPE : NEW STEEL UTILITY POLE NE 4TH ST & UNION AV E NE RENTON C ITY , WA 98059 EXISTING VIEW DATE : 07 25 16 Photo Simulation By: Tangent SYSTEMS 424-262 -41 67 tangentsystems.co PROPOSED VIEW VIEW 1 -LOOKING NORTH FROM WHITMAN CT NE Photo Simulation This photographic simulation is intended as a visual representation on ly and is not to be used fo r construction purposes . Accuracy of photo si mulation is based on informatio n provided by project applicant. MOBILITIE, LLC ~~IPMENTGN -~ 811:Q. UTILITY POL-e SHEET: 2 / 5 Site ID: 9WAX000309A POLE TY PE : NEW STEEL UTILITY POLE N E 4TH ST & UNION AVE NE RENTON CITY, WA 98059 EXISTING VIEW DATE : 07 25 16 Photo Simu lation By : Tangent SYSTEMS 424-262-4167 I tangentsystems.co PROPOSED EQUIPMENT ON NEW STEEL UTILITY POLE --..._ PROPOSED VIEW VIEW 2 -LOOKING WEST FROM NE 4TH ST Photo Simulation This photographic simulation is intended as a visual representation only and is not to be used for construction pu rposes . Accuracy of photo simu lation is based on information provided by project applicant. MOBILIT l E, L LC SHEET: 3 / 5 Site ID: 9WAX000309A POLE TYPE : NEW STEEL UTILITY POLE NE 4T H ST & UNI ON AV E NE REN T ON C IT Y , WA 98059 DATE: 07 .25 16 Photo Simulation By : Tangent SYST E MS 424-262-4167 I tangentsystems.co PROPOSED EQUIPMENT ON NEW STEEL UTILITY POLE --. PROPOSED VIEW VIEW 3 -LOOKING SOUTH EAST FROM NE 4TH ST Photo Simulation Th is photographic si mu lat ion is inten ded as a visual representat io n only and is not to be used fo r constructio n purposes . Accu racy of photo simu lation is ba sed on info rmation provided by project applicant. MOBILITI E, LLC SHEET: 4 / 5 Site ID: 9WAX000309A POLE TYP E : NEW STEE L UT ILI TY POLE NE 4TH ST & UN IO N AVE NE RE NTON C ITY , WA 98 059 EXISTING VIEW DATE 07 25 16 Photo Simulation By : Tangent SYSTEMS 424-262-4167 I tangentsystems.co PROPOSED EQUIPMENT ON NEW STEEL UTILITY POLE --_ PROPOSED VIEW VIEW 4 -LOOKING EAST FROM NE 4TH ST Photo Simulation This photographic simulation is intended as a visual rep resentation only and is not to be used for co nstruction purposes . Accuracy of pho to simulation is based on information provided by project applicant. MOBILITIE, LLC SHEET: 5 / 5 Site ID: 9WAX000309A POLE TYPE : NEW STEEL UTILITY POLE N E 4T H ST & UNION AV E NE RENTON CITY , WA 98059 DEPA~TMENT OF COMMU 'f AND ECONOMIC DEVELOPMENT ~------'Renton® Planning Division LAND USE PERMIT MASTER APPLICATION PROPERTY OWNER($) PROJECT INFORMATION PROJECT OR DEVELOPMENT NAME: NAME: (,_.!,,J = JZp--.\~ l\llobllltle, ttC Data Transport Utility Pole (9WAX000309A) PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE: ADDRESS: 2955 Red I lill A,e., S~ite 200 Near 4th St and Union Ave NE Renton, WA 98059 CITY: ZIP: Costa Mesa, eA ~7 TELEPHONE NUMBER: 2QS 482 2623 KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): Site Proposed in Public Street Right of Way APPLICANT (if other than owner) EXISTING LAND USE(S): mix of auto-oriented commercial and MF residential, wireless facility sited NAME: between back of sidewalk edge and parking area of a Brian Nguyen, Permitting Manager, MF residential use. Owner's Rep and Company Employee COMPANY (if applicable): PROPOSED LAND USE(S): Mobilitie, LLC EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: ADDRESS: 2-'1,'J-ic-<='O N-i i,l_ , S<..l '77::-"cu Saffie as aee,·e Commercial Mixed Use (CMU) PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION CITY: ZIP: °J2 lo2. +- C>::cSTf>c-fvf ?--€ .,,..-CA I (if applicable) TELEPHONE NUMBER: EXISTING ZONING: Commercial Arterial 206-482-2623 CONT ACT PERSON PROPOSED ZONING (if applicable): NAME: SITE AREA (in square feet): 4 Same as above SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE COMPANY (if applicable): DEDICATED: NA. Site is an unmanned WCF SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS: ADDRESS: NA PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET CITY: ZIP: ACRE (if applicable) NA TELEPHONE NUMBER AND EMAIL ADDRESS: NUMBER OF PROPOSED LOTS (if applicable) 1 https://mobilitie949-my.sharepoint.com/personal/bnguyen_mobilitie_com/Documents/Jurisdictions/Renton/Submittal Docs/9WAX000309A/9WAX000309A_LandUseMasterApp_2D16D727.docRev: 08/2015 DEPARTMENT OF COMMU >f AND ECONOMIC DEVELOPMENT _____ .... 'R:en tone NUMBER OF NEW DWELLING UNITS (if applicable): 2 htt ps ://mo bi I iti e94 9-my. s ha repo int.com/ persona 1/b nguye n _ mob i I itie _ co m/Docu me nts/ J u ri s di ct ions/ Re nto n/Su b rn itta I Docs/9WAX000309A/9WAX000309A_LandUseMasterApp_20160727.docRev: 08/2015 .. P .. _JECT INFORMATION (conti .. ued) .--~-----~-----------~ NUMBER OF EXISTING DWELLING UNITS (if applicable): PROJECT VALUE: SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable): IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable): SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable): SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL BUILDINGS (if applicable): SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL BUILDINGS TO REMAIN (if applicable): NET FLOOR AREA ON NON-RESIDENTIAL BUILDINGS (if applicable): NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): ----- 0 AQUIFIER PROTECTION AREA ONE 0 AQUIFIER PROTECTION AREA TWO D FLOOD HAZARD AREA D GEOLOGIC HAZARD D HABITAT CONSERVATION D SHORELINE STREAMS & LAKES D WETLANDS LEGAL DESCRIPTION OF PROPERTY __ sq.ft. __ sq.ft. __ sq.ft. __ sq.ft. __ sq.ft. (Attach legal description on separate sheet with the following information included) SITUATE IN THE NW QUARTER OF SECTION 1.§, TOWNSHIP 23, RANGE§, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON AFFIDAVIT OF OWNERSHIP I, (Print Name/s) Brian Nguyen, declare under penalty of perjury under the laws of the State of Washington that I am (please check one) D the current owner of the property involved in this application or IZI the authorized representative to act for a corporation (please attach proof of authorization) and that the foregoing statements and answers herein contained and the information herewith are in all respects true and correct to the best of my knowledge and belief. Date Signature of Owner/Representative Date ST WASHINGTON ) ) ss COUNTY OF KING ) I certify that I know or have satisfactory evidence that P, /Z. / A 0 fV 6 U '/ ,: N signed this instrument and acknowledge it to be his/her/their free and voluntary act for the uses and purpose mentioned in the instrument. I2 ,J (11 IK-OGJ\ 12. / t=. Notary (Print): My appointment expires: 3 https ://mob i I it ie 94 9-my .s ha re poi nt. com/ persona I/ bnguyen _ mo b ii itie _ co m/Docu me nts/ J u ri s dictions/Renton/Sub m itta I Docs/9WAX000309A/9WAX000309A_LandUseMasterApp_20160727.docRev: 08/2015 P. __ ,JECT INFORMATION (conti .. ued) 4 https ://mob i lit ie94 9-my.sh a re poi nt. com/ persona I/ b nguyen _ mo bi I itie _com/ Docu me nts/ J u r i sd ictio n s/Re nto n/Su b m itta I Docs/9WAX000309A/9WAX000309A_LandUseMasterApp_20160727.docRev: 08/2015 . -,,mtJilitie August 2, 2016 VIA FEDEX AND ELECTRONIC MAIL City of Renton Department of Community and Economic Development Renton City Hall 1055 South Grady Way Sixth Floor Renton, WA 98057 RE: Letter of Authorization for Permit Submittals To Whom It May Concern: 2955 Red Hill Avenue Suite 200 Costa Mesa. California 92660 Mobilitie, LLC ("Company") hereby authorizes Brian Nguyen, Network Real Estate Permitting Manager, to sign permit applications, reports, or other submittals required by the City of Renton, Washington ("City") and provide any information requested by the City on behalf of the Company. In the event Brian Nguyen is unavailable, a Manager of Network Real Estate of the Company shall be authorized to sign and submit information requested by the City on behalf of the Company. Best regards, MOBILITIE, LLC -... f <-------~A---__. Christos Karmis President DEPARTMENT OF COMMU Y AND ECONOMIC DEVELOPMENT ------.Renton 0 WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS Planning Division 1055 South Grady Way-Renton, WA 98057 Phone: 425-430-7200 I www.rentonwa.gov LAND USE PERMIT SUBMITTAL REQUIREMENTS: WAIVED MODIFIED BY: BY: Arborist Report 4 \JJ Biological Assessment 4 \TI. Calculations 1 Colored Maps for Display 4 Construction Mitigation Description , ANo• Deed of Right-of-Way Dedication 1 Density Worksheet 4 \q)_ Drainage Control Plan 2 Drainage Report 2 If Elevations, Architectural 3 AND• Environmental Checklist 4 Existing Covenants (Recorded Copy) !AND< Existing Easements (Recorded Copy) !AND< Flood Hazard Data 4 '\~ ~ Floor Plans 3AND4 I, 1J Geotechnical Report 2AND, fZL Grading Elevations & Plan, Conceptual 2 TF Grading Elevations & Plan, Detailed 2 Habitat Data Report 4 Improvement Deferral 2 Irrigation Plan• PROJECT NAME: COMMENTS: --------------------- DATE: ------------------- 1 H:\CED\Data\Forms-Templates\Self-Help Handouts\Planning\Waiversubmittalreqs.docx Rev:08/2015 -- ' LAND USE PERMIT SUBMITTAL REQUIREMENTS: WAIVED MODIFIED COMMENTS: I ' BY: BY: ! King County Assessor's Map Indicating Site 4 Landscape Plan, Conceptual, \), ~ °'--No [q~~, . -~ + Cc.._\Ji)'\(_ .j. 5 , Landscape Plan, Detailed 4 Legal Description 4 Letter of Understanding of Geological Risk 4 \'L) Map of Existing Site Conditions 4 Master Application Form 4 Monument Cards (one per monument) 1 Neighborhood Detail Map 4 Overall Plat Plan 4 Parking, Lot Coverage & Landscaping Analysis 4 Plan Reductions (PMTs) 4 Post Office Approval 2 Plat Name Reservation 4 Plat Plan 4 Preapplication Meeting Summary 4 Public Works Approval Letter, Rehabilitation Plan 4 Screening Detail 4 Shoreline Tracking Worksheet 4 Site Plan, AND, Stream or Lake Study, Standard 4 \12 Stream or Lake Study, Supplemental, Stream or Lake Mitigation Plan 4 Street Profiles 2 Title Report or Plat Certificate 1AN0, .)1:).... P~-' -Topography Map, Traffic Study, TF- Tree Cutting/Land Clearing Plan 4 .._) & --h-u-s ~ i ---· ., k ,.,/ o..M._ Urban Design Regulations Analysis 4 I Utilities Plan, Generalized 2 Wetlands Mitigation Plan, Final 4 Wetlands Mitigation Plan, Preliminary 4 2 H :\CED\Data \Forms-Templates \Self-He Ip Ha ndouts\Plan ning\ Wa iversu bm itta lreqs. docx Rev:08/2015 -~·- LAND USE PERMIT SUBMIITAL REQUIREMENTS: Wetlands Report/Delineation 4 Wireless: Applicant Agreement Statement 2 AND 3 Inventory of Existing Sites ZAND3 Lease Agreement, Draft 2 AND, Map of Existing Site Conditions , AND, Map of View Area 2AND3 Photosimulations , AND, This Requirement may be waived by: 1. Property Services 2 Development Engineering Plan Review 3 Building 4 Planning WAIVED MODIFIED BY: BY: \ 'h) 3 H: \CED\Data \Fa rms-T emplates\Self-Help Handouts \Pian n ing\ Waive rsubm itta I reqs. docx -~ I COMMENTS: ! Rev:08/2015 PREAPPLICATION MEETING FOR Mobilitie Wireless Communication Facilities -Small Cell Various locations Citywide including Rights-of-way PRE 15-000774 CITY OF RENTON Department of Community & Economic Development Planning Division November 12, 2015 Contact Information: Planner: Kris Sorensen, 425.430.6593, ksorensen@rentonwa.gov Public Works Plan Reviewer: Vicki Grover, 425-430-7291, vgrover@rentonwa.gov Fire Prevention Reviewer: Corey Thomas, 425.430.7024, cthomas@rentonwa.gov Building Department Reviewer: Craig Burnell, 425.430.7290 Please retain this packet throughout the course of your project as a reference. Consider giving copies of it to any engineers, architects, and contractors who work on the project. You will need to submit a copy of this packet when you apply for land use and/or environmental permits. Pre-screening: When you have the project application ready for submittal, call and schedule an appointment with the project manager to have it pre-screened before making all of the required copies. The pre-application meeting is informal and non-binding. The comments provided on the proposal are based on the codes and policies in effect at the time of review. The applicant is cautioned that the development regulations are regularly amended and the proposal will be formally reviewed under the regulations in effect at the time of project submittal. The information contained in this summary is subject to modification and/or concurrence by official decision-makers (e.g., Hearing Examiner, Planning Director, Development Services Director, Department of Community & Economic Development Administrator, Public Works Administrator and City Council). F)re & Emergency Serv· ~s Department DATE: TO: FROM: SUBJECT: No comments. MEMORANDUM 11/2/2015 12:00:00AM Kris Sorensen, Associate Planner Corey Thomas, Plan Review/Inspector (Mobilitie small cells preapplication) PRElS-000774 Page 1 of 1 D'EPARTMENT OF COI\I UNITY AND ECONOMIC DEVELOPMENT DATE: TO: FROM: SUBJECT: MEMORANDUM 11/10/2015 12:00:00AM Kris Sorensen, Associate Planner Vicki Grover, Plan Reviewer (Mobilitie small cells preapplication) PRElS-000774 NOTE: The applicant is cautioned that information contained in this summary is preliminary and non -binding and may not subject to modification and/or concurrence by official city decision-makers. Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. I have completed a preliminary review for the above-referenced proposal. The following comments are based on the pre-application submittal made to the City of Renton by the applicant, NOTE: The applicant is cautioned that information contained in this summary is preliminary and non-binding and may be subject to modification and/or concurrence by official City decision-makers. Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. I have completed a preliminary review for the above-referenced proposal located at approximately 35 differer locations around the City of Renton. The following comments are based on the pre-application submittal made to the City of Renton by the applicant. EXISTING CONDITIONS WATER Water service is not a requirement for this project . SEWER Sewer service is not a requirement for this project. STORM There are not any required detention, water quality or conveyance systems for this project . STREETS There are no street frontage improvements required for this project. GENERAL COMMENTS 1. A franchise license and agreement are required to grant the use of public right of ways for installation of the "small cells" is required; see Renton Municipal Code {RM() Chapter 19 Telecommunications Licenses and Franchises. 2. A Master Use/Franchise Utility Permit Application {MFP) is the permit this project will need for the construction phase. An approved traffic control plan needs to be submitted with the permit application for approval by Public Works. 3. RMC 4-6-090 requires all "new communications" to be installed underground. A variance can be applied for to allow all the new communication "small cells" to be installed above ground. See RMC 4-6-090G for the variance procedure. Additional information regarding the variance procedures can be found at RMC 4-9-250. 4. If the project is proposing to install any of the "small cells" on City owned facilities/property (i.e. Water Tank) there is a different process to follow; which consists mostly of coordinating with the Public Works Department that owns the facility. Page 1 of 1 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT ------Renton® DATE: TO: FROM: SUBJECT: M E M O R A N D U M November 12, 2015 Pre-Application File No. 15-000774 Kris Sorensen, Associate Planner Mobilitie Telecomm Small Wireless Cell Facilities Various locations Citywide General: We have completed a preliminary review of the pre-application for the above- referenced development proposal. The following comments on development and permitting issues are based on the pre-application submittals made to the City of Renton by the applicant and the codes in effect on the date of review. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision-makers (e.g., Hearing Examiner, Community & Economic Development Administrator, Public Works Administrator, Planning Director, Development Services Director, and City Council). Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. The applicant is encouraged to review all applicable sections of the Renton Municipal Code. The Development Regulations are available for purchase for $50.00 plus tax, from the Finance Division on the first floor of City Hall or online at www.rentonwa.gov. Project Proposal: The project would locate dozens of small wireless communication facilities in various areas of the City on existing infrastructure such as utility poles and streetlights and/or new support structures such as wood poles. The wireless equipment consists of small antennas, mounts, and power connections. The proposed two types of antennas to be used have approximate dimensions of 26x6 inches and 16x6x3 inches. The applicant is proposing roughly 35 sites in the City. The intent of the proposed small cells is to fill coverage gaps in a wireless telecommunications network where larger macro wireless communication facilities are unable to reach and provide coverage. Current Use: There are approximately 35 potential sites the applicant is considering including public right-of-way locations although specific addresses were not identified in the submitted materials. Zoning: The submitted application does not provide specific addresses or properties. In general, Wireless Communication Facilities are allowed in all zone designations of the City through approved land use review and/or building permits. For public right-of-way locations, zoning is determined by the abutting property, where a zoning designation of a property extends to the middle of the public right-of-way. The table for Wireless Communications Facilities from RMC 4- 2-060 "Zoning Use Table -Uses Allowed in Zoning Designations" is provided below and describes the types of review processes required for each type of facility that may be proposed. Mobilitie Telecomm Small Wir Page 2 of 6 Cell facilities, PRElS-000774 November 12, 2015 P. WIRELESS COMMUNICATION FACILITIES RESIDENTIAL INDUSTRIAL ZONE RC Camouflaged AD WCF Concealed WCF AD Major alterations AD to existing WCF structures Minor alterations p to existing WCF structures Monopole I H47 support structures Monopole II support structures Stealth tower AD Blank=Not Allowed P=Permitted Use R-1 R-4 R-6 AD AD AD AD AD AD AD AD AD p p p H47 H47 H47 H47 AD AD AD P=Permitted R- R-8 RMH R-14 RMF IL IM 10 AD AD AD AD AD AD AD AD AD AD AD AD AD AD AD AD AD AD AD AD AD p p p p p p p H47 H47 H47 H47 H47 H47 H47 H47 H47 H47 AD AD AD AD AD AD AD AD=Administrative Conditional Use H=Hearing Examiner Conditional Use IH AD AD AD p H47 H47 AD CN AD AD AD p H47 H47 AD COMMERCIAL CV CA CD co AD AD AD AD AD AD AD AD AD AD AD AD p p p p H47 H47 H47 H47 H47 H47 H47 H47 AD AD AD AD AC=Accessory Use #=Condition(s) COR AD AD AD p H47 H47 AD Note 47: Monopoles are prohibited if located within three hundred feet (300') of residentially zoned property, unless the Administrator determines that all residentially zoned property within three hundred feet (300') of the proposed facility is undevelopable due to RMC 4-3-050, Critical Areas Regulations. Development Standards: Each specific site that the applicant is considering would be subject to the related zoning designation and associated Development Standards as identified in RMC 4-2 "Zoning Districts -Uses and Standards" effective at the time of complete application. Additionally, all wireless communication facility projects would be subject to RMC 4-4-140 Wireless Communication Facilities (WCF) development standards. The following provides a brief list of applicable standards for WCFs. See RMC 4-4-140 for more detail. D. COLLOCATION REQUIRED: No new support structure shall be permitted unless the applicant demonstrates to the Administrator's satisfaction that no existing tower or support structure can accommodate the applicant's proposed WCF. See RMC 4-4-lOOD for more details. E. ALTERATION OF EXISTING WIRELESS COMMUNICATION FACILITY (WCF) SUPPORT STRUCTURES: UC AD AD AD p AD Mabllltie Telecomm Small Wir Page 3 of 6 November 12, 2015 Cell Facilities, PRElS-000774 1. Minor Alteration: Proposed collocations and/or modifications to a lawfully existing WCF support structure, that does not substantially change the physical dimensions of the WCF shall be a minor alteration and exempt from Conditional Use Permit Requirements. "Substantially change the physical dimensions" means: a. Height: A collocation and/or modification that would increase the overall height of the WCF by more than ten percent (10%), or by twenty feet {20'), whichever is greater; b. Width: A collocation and/or modification that would add an appurtenance to the body of the tower that would protrude from the edge of the tower by more than twenty feet (20'), or more than the width of the tower at the level of the appurtenance, whichever is greater or a collocation and/or modification to an existing WCF support structure other than a tower that would qualify as a Concealed or Camouflaged WCF; or c. Compound Expansion: Expansion of a WCF's compound necessitated by the proposed installation of more than four (4) new equipment cabinets or more than one new equipment shelter. An expansion of a compound necessitated by a minor alteration shall not constitute a major alteration; however, the compound expansion shall be the minimum necessary to accommodate the alteration. 2. Major Alteration: Any change that is not a minor alteration is a major alteration. 3. Original Dimensions: An increase in height and/or width of a WCF due to a collocation and/or modification shall be measured against the dimensions of the originally approved WCF. 5. Review Time Period: Requests for minor alterations, as described in this subsection, shall be reviewed within ninety (90) days. F. STANDARDS AND REQUIREMENTS FOR ALL TYPES OF WIRELESS COMMUNICATIONS FACILITIES: 1. Equipment Shelters/Cabinets: Location, Screening, Size, and Generators standards. 2. Maximum Height: All wireless communication facilities shall comply with RMC 4-3-020, Airport Related Height and Use Restrictions. In addition, all wireless communication facilities shall comply with the height limitation of the applicable zoning district, except as follows: a. Monopole I: Less than sixty feet (60') for all zones. Antennas may extend sixteen feet (16') above the monopole I support structure. b. Monopole II: No more than thirty five feet (35') higher than the maximum height for the applicable zoning district, or one hundred fifty feet (150'), whichever is less. Antennas may extend sixteen feet {16') above the monopole II support structure. c. Stealth Towers: The maximum allowed height of a stealth tower shall be one hundred fifty feet (150'); however, the allowed height for a specific type of stealth facility shall be determined through the Conditional Use Permit review process and the standards of this Section. Mobilitie Telecomm Small Wlr Page 4 of 6 November 12, 2015 Cell Facilities., PRE15-000774 d. Rooftop WCF: Concealed and/or camouflaged WCFs erected on a rooftop may extend up to sixteen feet (16') above the allowed zone height. e. Utility Poles: Proposed replacement utility poles, for the purpose of siting wireless communication facilities, shall be no more than twenty feet (20') taller than adjacent utility poles; utility poles on residentially zoned private property shall be no taller than forty-five feet (45'). 3. Visual Impact: Site location and development shall preserve the pre-existing character of the surrounding buildings and landscape to the extent consistent with the function of the communications equipment. Towers shall be integrated through location and design to blend in with the existing characteristics of the site to the extent practical. See the RMC subsection for more detail. 4. Setbacks: Towers shall be set back from each property line by a distance equal to the tower height, unless an engineering analysis concludes that a reduced setback is safe for abutting properties and the Administrator determines that a reduced setback is appropriate for the site. 5. MaMimum Noise levels: No equipment shall be operated so as to produce noise in levels above forty five (45) decibels as measured from the nearest property line on which the wireless communication facility is located. Operation of a back-up power generator in the event of power failure or the testing of a back-up generator between eight o'clock (8:00} a.m. and nine o'clock (9:00) p.m. are exempt from this standard. No testing of back-up generators shall occur between the hours of nine o'clock (9:00) p.m. and eight o'clock (8:00) a.m. 6. Fencing: Security fencing shall be required and shall be painted or coated with a non- reflective neutral color. Fencing shall comply with the requirements listed in RMC 4-4-040, Fences, Hedges, and Retaining Walls. 7. lighting: Towers or antennas shall not be artificially lighted, unless required by the FAA or other applicable authority. If lighting is required, the Administrator may review the available lighting alternatives and approve the design that would cause the least disturbance to the surrounding views. Security lighting for the equipment shelters or cabinets and other on-the- ground ancillary equipment is also permitted, as long as it is appropriately down shielded to keep light within the boundaries of the compound. 8. Advertising Prohibited: No lettering, symbols, images, or trademarks large enough to be legible to occupants of vehicular traffic on any abutting roadway shall be placed on or affixed to any part of a WCF tower, antenna array or antenna, other than as required by FCC regulations regarding tower registration or other applicable law. Antenna arrays designed and approved to be located on or within signs or billboards as a stealth tower, or a concealed or camouflaged WCF, shall not be construed to be in violation of this prohibition. 9. Building Standards: Support structures shall be constructed so as to meet or exceed the most recent Electronic Industries Association/Telecommunications Industries Association (EIA/TIA} 222 Revision G Standard entitled: "Structural Standards for Steel Antenna Towers and Antenna Supporting Structures" (or equivalent), as it may be updated or amended. Prior to issuance of a Mobilitie Telecomm Small Wir Page 5 of 6 November 12, 2015 Cell Facilities, PRElS-000774 building permit the Building Official shall be provided with an engineer's certification that the support structure's design meets or exceeds those standards. 10. Radio Frequency Standards: The applicant shall ensure that the wireless communication facility (WCF) will not cause localized interference with the reception of area television or radio broadcasts. If the City finds that the WCF interferes with such reception, and if such interference is not remedied within thirty (30) calendar days, the City may revoke or modify a Building and/or Conditional Use Permit. G. CONCEALED WIRELESS COMMUNICATION FACILITY STANDARDS: Additions or modifications to buildings shall complement the existing design, bulk, scale, and symmetry of the building, and minimize the addition of bulk and clutter. Standards for building additions, related equipment, type of materials, architectural elements, and locations on residential buildings are provided. See RMC 4-4-lDDG for more details. H. CAMOUFlAGED WIRELESS COMMUNICATION FACILITY STANDARDS: Additions or modifications to buildings shall complement the existing design, bulk, scale, and symmetry of the building, and minimize the addition of bulk and clutter. Standards for architectural integration, materials, antenna dimensions, and locations on residential buildings are provided. See RMC 4-4-lDDH for more details. I. STEALTH TOWER STANDARDS: Standards for each type of stealth tower are the minimum necessary to meet the intent of effectively disguising the tower. Standards for types of stealth towers not identified within this subsection will be determined on a case-by-case basis by the Administrator through the Conditional Use Permit criteria pursuant to RMC 4-9-030E, Decision Criteria -Wireless Communication Facilities. Types of stealth towers and their individual development criteria are provided in more detail in RMC 4-4-1001 for more details. Types of stealth towers include Faux Trees, Flagpoles, Sports Field Lights, and Freestanding Signs. J. APPLICATION SUBMITTAL REQUIREMENTS: In addition to application materials and information required pursuant to RMC 4-8-120C, the following materials are the minimum required to complete a review of any WCF, other than an alteration pursuant to subsection RMC 4-4-lDDEl Minor Alteration. Additional materials and information may be required but the following technical analysis materials are required as part of a complete application: Site Justification Letter, Justification Map, Coverage Map, Noise Report, Photo Simulations, Method of Cabling, and Visual Mitigation. See RMC 4-4-lOOJ for more detail. Utility Undergrounding: Per RMC 4-6-090G all new electrical or communication facilities shall be required to be installed underground unless exempt in subsection RMC 4-6-090D. Significant Tree Retention: Arborist reports may be required if trees are located near or on a site where a small cell facility is proposed to evaluate potential impacts. Critical Areas: If critical areas such as streams, wetlands, or steep slopes are identified on a proposed site, studies may be required as part of a complete application. Environmental Review: All projects requiring a land use review or building permit require Environmental Review unless determined to be exempt. Mobilitie Telecomrn Small Wi Page 6 of 6 November 12, 2015 Cell Facilities, PRElS-000774 Permit Requirements: Each project site requires a separate land use application as required_ Minor alterations do not require a land use application, are subject to a building permit application, and are to be reviewed within 90 days from submittal of a complete application. An Administrative Conditional Use would be reviewed within an estimated time frame of six to eight weeks. The 2015 and 2016 fee for an Administrative Conditional Use application is $1,000 plus a 3% technology surcharge fee. A Hearing Examiner Conditional Use application is $2,500 plus a 3% technology surcharge fee. An Environmental/SEPA Review would be added to any land use review period if required. Environmental Checklist Review application is $1,000 plus a 3% technology surcharge fee. In addition to the required land use permits, separate construction and building permits would be required. The review of these permits may occur concurrently with the review of the land use permits, but cannot be issued prior to the completion of any appeal periods. Detailed information regarding the land use application submittal items have been provided in the attached handouts or are also available online. Fees: In addition to the applicable building and construction fees, impact fees may be required. Such fees would apply to all projects and would be calculated at the time of building permit application and payable prior to building permit issuance. A handout listing Renton's development-related fees is available on the City of Renton website for your review. Note: When formal application materials are complete for Land Use Permit, the applicant is strongly encouraged to have one copy of the application materials pre-screened at the 6th floor front counter prior to submitting the complete application package. Please call Kris Sorensen, Associate Planner at 425-430-6593 for an appointment. Expiration and Extensions: Once a Conditional Use Permit application has been approved, the applicant has two years to comply with all conditions of approval and apply for any necessary permits before the approval becomes null and void. Project Narrative, Proposed Wireless Communications Facilitv (WCF) (Site ID: 9W AX000309A) Note: The below is a response. in order, to the description items ca/ledfiir in the Citv 's CUP Application. • (Data) Transport Utility Pole, aka WCF, Monopole II Support Structure; 120' tall pole, 5' diameter at base, narrowing from base to top to approximately 1-2'; Near 4'" Street and Union Avenue NE, Renton, WA 98059; • CUP required; • CA (Commercial Arterial) zoning district; • Site is in public street Right of Way within a fully improved street and utilities portion of the area; surrounding existing land uses are predominantly auto-oriented commercial/retail/multi- family housing: • There are no special site features; • Soil type is TBD at geotechnical as required for approval of construction documents and construction, study to be initiated upon planning approval; proposed site will have nominal impact to current drainage and should require no mitigation; • Proposed use is a WCF, Monopole II Support Structure; the 120' structure is proposed to house initially (2) microwave antennas, placed inside a metal canister as depicted in the architectural drawings whereby support equipment (like equipment cabinets) is almost entirely housed within the metal pole itself. The WCF is designed to allow future attachments related to the support of wireless devices like smart phones. The project enhances wireless telecommunications, internet connectivity and data download rates and capacity in the vicinity where radio frequency (RF) engineers have determined existing conditions provide inadequate coverage and capacity to area residences and businesses; • NA; • The site is unmanned, requiring only routine periodic maintenance where no dedicated parking is required and site features, like proximity to road and sidewalk, provide adequate access for servicing. Initial construction may be accommodated by temporary partial lane/roadway closure as best described on the tratlic control sheet of the submitted drawings; • No off-site improvements are required other than returning any existing improvements, like sidewalk or landscaping, to their original condition post-construction; • $25,000 estimated construction cost (figure to be revised with support documentation at time of building/ROW Use permit submittal once construction documents are complete); fair market value is partly a product of projected revenue, currently in separate discussion as part of the ongoing franchise agreement effort with the City, figures likely available shortly before public noticing; • 60 s.f. of existing soil to be removed to allow for pole installation, no fill required; • NA; • NA; • NA; • NA; • NA; • NA; • All existing and planned residential units will likely have visibility of the structure within reasonably a Y, mile radius similar to their existing views of utility poles in the vicinity. (Site ID: 9W AX000309) Proposed Construction Dates: Construction Start March 6, 2017. Construction Complete March 12, 2017. Hours and days of operation: 9am to 4pm Proposed hauling/transportation routes: 1-405 S from Woodinville-Redmond Rd NE, NE Woodinville Drive and Juanita Woodinville Way NE Head southeast toward Woodinville-Redmond Rd NE Turn right onto Woodinville-Redmond Rd NE Turn right to stay on Woodinville-Redmond Rd NE Continue straight onto NE Woodinville Drive Turn left onto Brickyard Rd NE/Juanita Woodinville Way NE Turn right onto NE 160th St/Juanita Woodinville Way NE Turn left to merge onto 1-405 S Follow 1-405 S to W A-900/Sunset Blvd N in Renton. Take exit 4 from 1-405 S Merge onto 1-405 S Keep left to stay on 1-405 S Take exit 4 for W A-900 W toward W A-169 S/Renton/Enumclaw Take NE 3rd St to NE 4th St Measures to be implemented to minimize dust, traffic and transportation impacts, erosion, mud, noise, and other noxious characteristics: Dust and noise will be minimal. One lane closure will be required. Signage and cones will be placed on NE 4th Street between Whitman Court NE and Union Avenue NE, Renton, WA. Any Special hours proposed for construction or hauling (i.e, weekends, late nights): The weekend of March 11 and March 12, 2016 from 9am to 4pm. Preliminary traffic control plan: One lane closure on NE 4th Street between Whitman Court NE and Union Avenue NE, Renton, WA, east bound. Crane and Bucket Truck Required: Crane will be required on day I. Bucket Truck will be on site all 7 days. Response to Special Decision Criteria-Onlv for WCF Proposed (Data) Transport Utility Pole, aka WCF, Monopole II Support Structure (Site ID: 9W AX000309A) Site Address: Near 4th Street and Union Avenue NE, Renton, WA 98059 Note: The below is a response, in order. to the criteria calledfor in the City's CUP Application. • Proposed support structure height is l l O', with planned antennas and equipment, the total height increases to l 20'; the design of the structure is a ''slim line" whereby the towers diameter "slims" from its narrowest to its widest at base. The diameter, at any point on the pole, is the slimmest possible to structurally support and accommodate initial and planned equipment. The design is intended to minimize visual impact. Further, support equipment (to antennas), where feasible, is located on the inside of the structure, again, intended to minimize visual impact, contributing toward an overall improved aesthetic appearance; • Existing land uses are a mix of auto-oriented commercial/retail/multi-family housing; • Most immediate, the site fronts an off-site parking area that appears dedicated to a neighboring multi-family apartment or condominium building; the CA district allows for residential uses, provided they're developed in a mixed-use context; • General topography is flat with most plant life a function of man-made landscaping for area development; • The site is an unmanned WCF and requires no dedicated parking; ingress/egress for initial construction and routine maintenance is allowed for by the street, sidewalk and grass portion of the street ROW. No further improvements are required; • The structure and equipment area painted in a non-glare coat, noise is none to nominal, requiring no mitigation and no artificial light is proposed for the structure; • No existing traditional wireless macro tower (ex. one located at SW corner of 4'" Street and Union Ave NE) is ofa sufficient height suitable to meet technical demands of the intended service afforded by the proposed structure. No existing structure (approximate in height), like a utility pole, is sufficient in terms of available space, required separation from utility lines, location or structural integrity (a replacement pole only satisfies the structural concern) to allow for the successful co-location of the planned-for antennas and equipment in a manner that satisfied the technical objectives (reference RF Technical Justification). Lastly, the structure's significant height, as best described in the submitted RF Technical Justification (or Report), is a requirement to "see" over man-made and natural features (buildings, hills and trees primarily) and also to rise above the "noise" of other cellular communications. The trade-off being where underground fiber. requiring considerable trenching through existing streets, sidewalks and the like, may ordinarily be installed, the proposed microwave antennas negate that otherwise necessary utility work and installation. • The proposed is in keeping with general City policy, as articulated in its Comprehensive Plan, for improving all infrastructure types supportive of planned development and attraction of industry. The Project is most reasonably considered as part of that planned infrastructure improvement. o The Economic Development Element articulates a vision for attracting and retaining creative, high-tech industries, businesses like architectural firms that require highly educated personnel, regional and manufacturing/industrial centers, etc. The realization for all of which is considerably aided by encouraging high quality wireless telecommunications improvements, like this project. o The Project is also consistent with and supportive of public health goals, as discussed in the Capital Facilities Element, like fire and emergency medical services (EMS), by improving wireless communications for E 911 calls and also to help in pinpointing call locations. The vast majority of E 911 calls originate from mobile phones, themselves reliant on a high quality network; • The Project is consistent with the purpose and goals of the City's zoning code, particularly for WCF, and overwhelmingly complies with all pertinent code sections and items: o The underlying zone identifies the Project as appropriate for consideration as a conditional use; o Location: meets the goal for location in non-residential areas; o Co-location: while no existing facilities are available for co-location, the proposed new is designed to accommodate future co-locating tenants, including the City, thus minimizing the need for additional structures in the area; o (Equipment shelter) screening: all support equipment is screened by virtue of its being placed within the structure itself; o Camouflage or Stealthing Standards: the "slim line" design of the pole itself provides the least visual impact to the immediate vicinity, and its auto-oriented, commercial character where adding material in attempt to camouflage oftentimes has the opposite effect: adding bulk and thus, increased visual impact. 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'"'"''"'"''""'· "''"'''"'""''""' "" ,., ""·""'""'·' rnobilitie 31TE ACQLJ1Sll,Oe ME SERVICES SASCO 05,'0l~OI~ DESCSIPTlO~ I BY -CON8T~,X:l!Ol<jE,NC IIIJElll>IALU"°"TE JO PRELIMINARY NOT FOR CONSTRUCTION s•,.u .Jr<U>e>V.>'-"'"""'•SC', ·.,es,•He"•<c'<.'l>K.u>c~•1He C'•"-''UNv>•.UNS<C'l<l.>C»ONA. s,,;,,ce• IU'l''" I• Ou<X.USSNr 4301 NE 4Trl $1 RENTON, WA 98059 '9A NE 4TH ST & UNION AVf NE (NI STEEL UTl.lTY POLE REET TITLE GENERAL NOTES SHEET NUMBER T-3 VfA .t.Jl*iru~~ • c~...,.._. L ..... ~~ • ,. ;rJ "' MUWIII.III ..... ~.,... .... ?YE • DISTANCE BETWEEN SIGNS --~ Spaed Spacing (fl) (MPH] A Bl C D - -40 or leSs 200 200 I 200 100 - 41 to 49 350 350 350 175 ---- 50 to 54 500 500 500 250 55 or g__i:e'!!!r _ 2640 1640 • 1 -1000 I 50() "ROAD \NORK 1 MILE" sign may be used as an alternate to the "ROAD WORK AHEAD" sign 500' Oeyond the "ROAD VVORK AHEAD" s,gn or midway between signs. wh1ctiever 1s less "BE PREPARED TO STOP" sign may be om,tted tor speeds of 45 MPH or less LEGEND ....... FLAGG ER ... Dl~FCTIOS OS TR Ame TRAFFIC CONTROL PLAN +· \.I+ :~ til_+ GENERAL NOTES Work operations shall be confined to one traffic lane, leaving the opposite lane open to traffic Additional one-way control may be effected by the follow mg means· Flag-carrying vehicle Off1c1al vehicle 6 Pilot vehicle Traffic signal The "ONE LANE ROAD" signs are to be fully covered and the "FLAGGER" signs erther removed or fully covered when no work 1s being performed and the roadway 1s open to two-way traffic 4 When a side road intersects the roadway w1th1n the TTC zone add1t1onal TIC devices shall be placed in accordanoo with applicable TCZ Indexes. The two channelizing devices directly in front of the work area and the one channel21ng device directly at the end of the work area may be omitted provided vehides 1n the work area have h1gh-mtens1ty rotabng, flashing, osolla~ng. or strobe lights operating For general TCZ requirements and additional information refer to MUTCD DURATION NOTES "ROAD WORK AHEAD" and the ""BE PREPARED TO STOP"' signs may be omitted Jf all ol the following cond1t1ons are met Work operations are 60 minutes or less Speed hm1t 1s 45 MPH or less No sight obstn.ictions to vehicles approaching the work area for a distance equal to the buffer space Vehicles in the work area have h1gh-111tens1ty, rotating, flashing, oscillating or strobe lights operaUng Volume and complexity ol the roadway has been considered l BUFFER-SPACE I .. Sp·o·oO· j .. D .. ,.".'°.~ • (MPH) (ti.) 2s 1pS-J 30 200 : I 35 ___ ··250-; ~--~o_ _-J---305 , 45 360 so 425 55 495 60 570 65 645 70 730 \IVlien Buffer Space cannot be attained due to geometnc constraints. lhe greatest attainable length shall be used, but not less than 200 f1 CONDITIONS WHERE ANY VEHICLE, EQUIPMENT, VVORKERS OR THEIR ACTIVITIES ENCROACH THE AREA BETWEEN THE CENTERLINE AND A LINE 2' OUTSIDE THE ECGE OF TRAVEL WAY 1 I tVlrhilitie SITE ACC1u1s,-,o, A&E SERV,CES =oo PRELIMINARY NOT FOR CONSTRUCTION : 9WAX000309A 4101 ~E 4TH ST RENTON, WA 98U5Y NE 4TH ST & UNION A\/E NE NlSTEEL LmUTV POLE "' SHEET TITLE TRAFFIC CONTROL PLAN SHEET NUMBEI TC-1 ffl z i;: ~ ffl " .. ::j ffl ,, .. ~ 7' - \ C z i5 z ~ m z m ,i<---- 3 i § ~ z rn ;<~ .. m4)'\ ;@i §i~ z:§;,:,, ~~--, ffi ' ' ! l ' j ~ • i 0 ' i:; NE 4TH ST ... ' ' ' ' ' ' ' :,{) -----~--~-[--}_--,-:-_'. __ --- NE4TH ST ' ' ; : i' i I '' i I I:! j:, '' '' ' ! 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NTs ' gj NOT USED I 5:itE__i 4 i£"lE rn SCAlE !'"1j- lij I 6 , ' ' .- In case of emergency conlact: EMAIL: NOC@MOBILITIE COM PHONE: (877) 244 -7889 SITE ID: _____ _ OIIINER I OPER.UOR NOTE , &1TE IQ LA8h 10 Blc AFFC<EDWTH TZoS241 l.All>.UHO TA~E: OR OQOIVALENT BLACK ON WHITE LABELINC T/ll'E OF AT LEAST l&,,mWIDTH WITrl EXTRA-STRENGTH ADHESIVE use ANY COMPATIBLE P·'OUCH LABEL""'"" TEXT SHOULD BE PalNTED IN ALL CAPS Vin fH ..... INIMUM HE>:;H' ue ,rr ---------------r-EMERGENCY CO~!A~ Sl~!'J _ _ ~~ ANTENNA SICINAOIE . . NOTICE C<i>> Stay Back RadKJ•lrequency enHrgy may Hxoeed Hxposu1e l11nits 11q,...."'""'·"'""'""'"l .... own!!c OH \M)Q() PO.ES-SIGN ON ALU .. INUM w;N $~~~Rew[() IHI, l'GLE ON .. El Al f'OLCS -ADHESI\IE VINYL Q~ PLJICAHD Sl •APPtDW-TH SS HES OH CONCRETE 'COl,OF'QSITE. PLACARD STRAPPED l'>ITH S~ HE$ sl<l"' PL4Ce.,e .. , AF;P: TO THE STRUCTURE:,...,· BEcOWTHE CQM .. 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Renton City, WA 98059 47.488437 -122.162118 Utility Pole Compliance Status: Proposed equipment at the site is compliant with FCC guidelines for General Population environments Prepared for: Network Transmission Authority WA. LLC 3972 Barranca Parkway, Suite J-606 Irvine, CA 92606 By ATG LLC Date:05/02/16 ATG LLC I 271 l Centerville Road, Suite 400, Wilmington, New Castle County, Delaware 19808 Site ID: 9WAX000309 TABLE OF CONTENT 1 EXECUTIVE SUMMARY ........................................................................................................ 3 2 MAXIMUM PERMISSIBLE EXPOSURE (MPE) SIMULATION RESULTS FOR PROPOSED SITE ............................................................................................................................ 4 3 ANTENNA INVENTORY ....................................................................................................... 4 4 MODELING SUMMARY AND ASSUMPTIONS ................................................................. 6 4. 1. 1 General Model Assumptions................................. .. ................................... 6 4.1.2 Use of Generic Antennas.... .. ..................................... 6 5 PREPARER CERTIFICATION ................................................................................................ 7 APPENDIX A ................................................................................................................................. 8 FEDERAL COMMUNICATIONS COMMISSION (FCC) REQUIREMENTS ............................. 8 APPENDIX 8 ................................................................................................................................ 10 GLOSSARY OF TERMS ............................................................................................................... 10 APPENDIX C ............................................................................................................................... 11 ROOFVIEW EXPORT FILE .......................................................................................................... 11 ATG LLC I 271 l Centerville Road. Suite 400. Wilmington. New Castle County, Delaware 19808 Site ID: 9WAX000309 1 Executive Summary Purpose of Report ATG LLC's RF Engineering has conducted radio frequency electromagnetic (RF-EME) modeling for Network Transmission Authority WA. LLC's Site 9WAX000309 located at NE 41" St. and Union Ave. NE, Renton City, WA. This modeling is completed to determine RF- EME exposure levels from proposed carrier wireless communications equipment at this site. The Federal Communications Commission (FCC) has developed Maximum Permissible Exposure (MPE) Limits for general public exposures and occupational exposures. The details of FCC defined exposure limits are provided in Appendix A of this report. This report also summarizes the results of RF-EME modeling in relation to relevant FCC RF-EME compliance standards for limiting human exposure to RF-EME fields in section 2 of this report. The purpose of this report is to show the compliance status of the predictive models for four sample sites according to FCC General Public/Uncontrolled Exposure and Occu- pational/ Controlled Exposure guidelines. Analysis results included in this report are based on drawings dated May 02°d, 2016 Statement of Compliance Based on analysis of predictive modeling, there are no modeled exposures on accessi- ble ground level walking/working surface related to carrier's proposed equipment that exceed FCC's general public exposure limits at this site. Proposed equipment at the site is compliant with FCC guidelines for general population environments. ATG LLC I 271 l Centerville Road, Suite 400, Wilmington, New Castle County, Delaware 19808 Site ID: 9WAX000309 2 Maximum Permissible Exposure (MPE) Simulation Results for Proposed Site The Roofview modeling predictions assume that the antennas are operating at 100% capacity; that all antenna channels are transmitting simultaneously and that the radio transmitters are operating at full power. Obstructions (trees, buildings etc.) that would normally attenuate the signal are not taken into account. As a result. the predicted signal levels are more conservative (higher) than the actual signal levels will be from the measurement conclusions. MPE simulations are calculated on 40'x40' scale around the site location. Table 1: Maximum Permissible Exposure-Summary Location % of FCC General %of FCC Power Compliance Public/Uncontrolled Occupational/Controlled Density Status Exoosure Limit Exoosure Limit fmW/cm21 Ground 1.90 0.38 0.0190 Compliant 3 Antenna Inventory The Antenna Inventory shows all transmitting antennas on the site (see Table 2). This inventory was used by ATG LLC to perform software modeling of RF emissions. The inventory is in line with the site diagrams on this report, identifying each antennas location at the site. For other carriers, if present, at the site. the use of "Generic" under antenna model, or "Un- known" for operator means the information with regard to the carrier, their FCC license and/ or antenna information was not available nor could it be secured while on site. Equipment, anten- na models and nominal transmit power were used for modeling, based on past experience with radio service providers. Table 2: Antenna Inventory 0 N c /:: 0 Q) I :, d, g 0. :;;: >-0 o-:;, >-OJ "() -u Q) Q) OJ -0 >-0 3: "' Q) i" :,:,_ "' Q) "() C 0. 0 >-0 "() .2' "() E -"() C 0 u o-C C C C D. C :;;: 0 :, .c :, Q) ~ C .c ·a ~ -s -.c [) Q) "' :;; E c-c Q) Q) :, u w l? 0. E 0 "() l? <( ·c c O" Q) c .~ 3: 0 >-<( .,, <( !" 0 <( 0 N u ~ ,'= I 1 Sprint Microwave 1500 LTE 367.3 35.65 Andrew VHP-159 2.0 1 315 38 119.0 1 Sprint Microwave 1500 LTE 367.3 35.65 Andrew VHP-159 2.0 1 135 38 119.0 1 Sprint Microwave 1500 LTE 367.3 35.65 Andrew VHP-159 2.0 1 315 38 98.0 1 Snrint Microwave 1500 LTE 367.3 35.65 Andrew VHP-159 2.0 1 135 38 98.0 ATG LLC I 27 l l Centerville Road, Suite 400, Wilmington, New Castle County, Delaware 19808 Site ID: 9WAX000309 The operating power of each frequency, for modeling purposes, was assumed to be the following. Operating Powers Per Sector Frequency (MHz) Power (Watts) # of Transmitters 1500 0.1 l The maximum Effective Radiated Power (ERP) for each carrier and frequency is summarized below. Effective Radiated Power IERPl [ er Freauencv Freauencv /MHz! ERP IWattsl 2500 367.3 ATG LLC I 2711 Centerville Road, Suite 400, Wilmington, New Castle County, Delaware 19808 Site ID: 9W AX000309 4 Modeling Summary and Assumptions 4.1.1 General Model Assumptions In this report, it is assumed that all antennas are operating at full power at all times. Software modeling was performed for all transmitting antennas located on the site. ATG LLC has further assumed a 100% duty cycle and maximum radiated power. The site has been modeled with these assumptions to show the maximum RF energy density. ATG LLC believes this to be a worst case analysis, based on best available da- ta. 4.1.2 Use of Generic Antennas For the purposes of this report, the use of 'Generic' as an antenna model. or 'Unknown' for a wireless carrier, means that the information about the carrier, their FCC license and/ or antenna information was not provided and could not be obtained while on site. In the event of unknown information, ATG LLC will use industry specific knowledge of equipment, antenna models and transmit power to model the site. If more specific information can be obtained for the unknown measurement criteria, remodeling of the site is recommended. If no information is available regarding the transmitting service associated with an unidentified antenna, using the antenna manufacturer's published data regarding the antenna's physical characteristics makes more conservative as- sumptions. ATG LLC I 2711 Centerville Rood, Suite 400, Wilmington, New Castle County, Delaware 19808 Site ID: 9WAX000309 5 Preparer Certification I, Preparer, state that: • I am an employee of ATG LLC that provides RF-EME safety and compliance ser- vices to the wireless communications industry. • I have successfully completed 1 ODs of RF-EME exposure studies and reports for various carriers. • I am aware of the potential hazards from RF-EME exposures and would be classi- fied "occupational" or "general public" under the FCC regulations. • I am familiar with the FCC rules and regulations as well as OSHA regulations both in general and as they apply to RF-EME exposure. • I have reviewed all the data related to the site and incorporated it into this study and Compliance Report such that the information contained in this report is true and accurate to the best of my knowledge. Shafin Mohammed (RF Engineer) (571 )-762-8068 ATG LLC I 2711 Centerville Road, Suite 400, Wilmington, New Castle County, Delaware 19808 Site ID: 9WAX000309 Appendix A Federal Communications Commission (FCC) Requirements The FCC has established guidelines and limits for Maximum Permissible Exposure (MPE) for human exposure to Radiofrequency Electromagnetic Energy fields. MPE limits are based on exposure limits over a wide range of frequencies recommend- ed by the NCRP and the exposure limits developed by the IEEE and adopted by the American National Standards Institute(" ANSI") to replace the 1982 ANSI guidelines. The limits for localized absorption are based on the recommendations of both the ANSI/IEEE and the National Council on Radiation Protection and Measurements (NCRP). The potential hazard associated with the RF electromagnetic fields is discussed in OET Bulletin No. 65 "Questions and Answers about the Biological Effects and Potential Haz- ards of RF Electromagnetic Fields". This document can be obtained on the FCC web- site at http://www.fcc.gov As per FCC guidelines there are two separate tiers of exposure limits that are based upon occupational/controlled exposure limits (for workers) and general pub- lic/uncontrolled exposure limits for members of the general public. Occupational/controlled exposure limits apply to situations in which persons are exposed as a consequence of their employment and in which those persons who are exposed have been made fully aware of the potential for exposure and can exercise control over their exposure. Limits for occupational/controlled exposure also apply in situations when an individual is transient through a location where occupational/controlled limits apply provided he or she is made aware of the potential for exposure and can exercise control over his or her exposure by leaving the area or by some other appropriate means General public/uncontrolled exposure limits apply to situations in which the general public may be exposed or in which persons who are exposed as a consequence of their employment and not be made fully aware of the potential for exposure or cannot exercise control over their exposure. Table 1 (A& BJ and Figure l below, which are included within the FCC's OET Bulletin 65, summarize the MPE limits for RF emissions. These limits are designed to provide a sub- stantial margin of safety. They vary by frequency to take into account the different types of equipment that may be in operation at a particular facility and are "time- averaged" limits to reflect different durations resulting from controlled and uncontrolled exposures. FCC's MPE is measured in terms of power (mW) over a unit surface area (cm2), also referred as power density, the FCC has established the limit of an occupational MPE of 5 milliwatts per square centimeter(mW/cm2) and an uncontrolled MPE of 1 mW/cm2. The above mentioned limits are for equipment operating in the 1900 MHz and 2500 MHz ATG LLC I 2711 Centerville Road, Suite 400, Wilmington, New Castle County, Delaware 19808 Site ID: 9WAX000309 frequency ranges. For the equipment operating at 800 MHz, the FCC's occupational MPE is 2.66 mW/cm2 and an uncontrolled MPE of 0.53 mW/cm2. (A) Limits for Occupational/Controlled Exposure Frequency Range Electric Field Magnetic Field Power Density (5) (MHz) Strength (E) Strength (H) (mW/cm1) N/m) (Alm) 0.3-3.0 614 1.63 ( I 00)* 3.0-30 1842/f 4.89/f (900/f')* 30-300 61.4 0.163 1.0 300-1,500 ----f/300 1,500-100,000 ----5 (B) Limits for General Public/Uncontrolled Exposure Frequency Range Electric Field Magnetic Field Power Density (5) (MHz) Strength (E) Strength (H) (mW/cm') N/m) (Alm) 0.3-1.34 614 1.63 ( I 00)* 1.34-30 824/f 2.19/f ( 180/t')* 30-300 27.5 0.073 0.2 300-1,500 ----f/1,500 1.500-100,000 ----1.0 f; Frequency ,n (MHz) * Plane-wave equivalent power density f ; frequency in MHz 'Plane-wave equivalent power density Table 2 1•0 ,---,--.-,---r----,---,-,---,.-..--, ----0,ccupationallControlled Exposure (upper limit) ·---------General Population/Uncontrolled E•posure Oowe., ' ' ' ' ' \ ' ' \ '---+-r ' ' ' ' , .. _______ ,, 1111,IOO Averaging Time [E]', [HJ', or S (minutes) 6 6 6 6 6 Averaging Time [E]', [H]', or S (minutes) 30 30 30 30 30 The above mentioned FCC guidelines define MPE limits that are designed to provide substantial margin of safety for continuous exposure of all persons regardless of gender, age, size or health. FCC Compliance Requirement A site is considered non-compliant with FCC regulations if there are areas that exceed the FCC exposure limits and there are no RF hazard mitigation measures in place. Any carrier or operator's installation that contributes more than 5% of the applicable MPE must participate in mitigating these RF hazards. ATG LLC I 2711 Centerville Road, Suite 400, Wilmington, New Castle County, Delaware 19808 Site ID: 9W AX000309 Appendix B Glossary of Terms 1. Electromagnetic Field (energy density) -the electromagnetic energy contained in an infinitesimal volume divided by that volume. 2. Exposure -Exposure occurs whenever and wherever a person is subjected to electric, magnetic or electromagnetic fields other than those originating from physiological processes in the body and other natural phenomena. 3. General Population I Uncontrolled Exposure -applies to human exposure to RF fields when the general public is exposed or in which persons who are exposed as a consequence of their employment may not be made fully aware of the potential for exposure or cannot exercise control over their exposure. Therefore, members of the general public always fall under this category when exposure is not employment- related. 4. Maximum Permissible Exposure (MPE) -therms and peak electric and magnetic field strength, their squares, or the plane-wave equivalent power densities associated with these fields to which a person may be exposed without harmful effect and with an acceptable safety factor. 5. Occupational I Controlled Exposure -applies to human exposure to RF fields when persons are exposed as a consequence of their employment and in which those persons who are exposed have been made fully aware of the potential for exposure and can exercise control over their exposure. Occupational/controlled exposure limits also apply where exposure is of a transient nature as a result of incidental passage through a location where exposure levels may be above general population/controlled limits. 6. Power Density (S) -Power per unit area normal to the direction of propagation, usually expressed in units of watts per square meter (W /m 2 ) or, for convenience, units such as milliwatts per square centimeter (mW /cm2 ) or microwatts per square centimeter (µW /cm\ ATG LLC I 2711 Centerville Road, Suite 400, Wilmington, New Castle County, Delaware 19808 Appendix C Roofview Export File 1,-,,,,o, " . -.i,o.,. ,oo >le<•<l<I'~ Motl><><I Jo<,.,... :.:;al<,f4<t•l<>"Th' ,,,.cc,1o,M,:lfOr M,dC'*>•>l,T~c l«lo,6, <'h,,,,fob .... ~1M,,•,.,.,.,..,.,.t.o,, 4 1 1 ,0C 6 ',00() 6 Ii l~ ...... o.... ''"-""'"'"'""""""'Ulon•llPo,,!ont.., .. , '" . .,,..,, ''""'' ,_ '"'' \M.,,,.0! .. !:,.OW 1 0.fob,..... !',000 j ............ \S('l)(I .....:,..,~~ 1500} s,.., "'•o M••• Roof • <ouff Oo""'' Pow .. "''' M~ J l U I Mdr,,w \'HP \\S 0 1 "'d'°"" VHP !Sg 01 """'""' Vf'P-lS9 O 1 Ma,.., VI-P-l~S '" ihJ " '" " '" '" '" 'v?O ...,,., 119 Vl 119 vc q3 V( 98 V( , .. ..., "'"' ~c1;,~ ff,,g fa~) <!>.JI~ ON• ~6S .l8,lJS ,tS/,S\t.llS ~-~>~.ll) Site ID: 9W AX000309 t,stOtN00> 5.1:$161 SM.SllO ATG LLC I 2711 Centerville Rood, Suite 400, Wilmington, New Castle County, Delaware 19808 ik(Jcjiofrequency) Justification, (3) Transport Utility Pole Sites: .. ! 1-11·r; Str-eet and Union Ave NE (9WAX000309) [ 3r 1 St and Jefferson Ave NE (9W AX000311) -i J::r1t=:s Ave SW anci SW 7tri St(9WAX000331) mobilitie !rti.t>lliqt~nt infrastructure PROPRIETARY & CONFIDENTIAL '/'lf1y These Locations are lrr1r)ortant ? --------· ---~---·-·-···--·-·-·----··· -----· --- Network data traffic is projected to grow 10 times over the next 5 years per Cisco's latest VNI Forecast Sources of data growth: 53°, CAGR 2015· 2020 • Smartphone Use • Video Transfer • Public Safety Applications • Connected Homes • Connected Cars • Connected "things" 35 30 25 Exabytes 20 ,er Month 15 1 1 4.9 EB 9.9 EB 10 6.2 EB 53~--· 0 30.6 EB 21.7 EB 2015 2016 2017 2018 2019 2020 Network resources must be planned and built to support this data transfer. Since there is not always a high speed network cable available, wireless transport options will need to be smartly placed to provide the necessary capacity. This network will be the enabler for cutting edge data technologies. 11,ol>ilitie PROPRIETARY & CONFIDENTIAL 2 -_-')r-1s1derations for smartly-placed wireless trar,sport Placement of wireless transport should consider: • Proximity to points-of interest • Ability to adapt to evolving data sources • Clear path for aerial connectivity • Hub connection options to optical fiber • Redundancy connections to optical fiber • Sufficient structure height to rise above cellular device "noise" A correctly designed network will provide the resources and capacity for area consumers to be on the forefront of technology advancement. High speed wireless transport extends network connectivity to the edge of demand areas without disrupting the underlying environment. The alternative is a view of technology innovation and capability without infrastructure to support it. ... v-..1 .... litie PROPRIETARY & CONFIDENTIAL 3 • " '." ' ·,/} ,., c\ '' c{_I ,_::,"1,.\?.h\: ~\;£,- i ~ ., w ' Q ), ' " B1Jjk1i11gl BuHdmgK ~ &.ikiJg K AI.IIOlllctr;f • ~tll'fts ·::am pus Cente· ;; ,, " _j '" b,,,~ !·Jl B11ild1~J I Buildiri9H-- llooinm T echnokiii1 'f· B~1""l'F ',~.:,'-.. ,:n·\\1.::,•W BlP:lr,;iE E!i.i;l1J111D ~cmcal Mediafl~el 1 Portables ~ ti TeC/\oo~ Rf.'!llw Te,;;~.fNi;:aiColll'IJl' Kesotrte B1,11ld1~ B Cffillf > 'I "' I/:;' o I 1("1}Cmmry 'ilrKo ,Yalr.tt"lanc~ ,,~~ .. ,: ·i-1,/> :] 'JE th SI ii!i U-Ha~lofflf'nt Higf\laOOS 1;.. Aenttm WA McCooalc s \'I 1110l>ilitie tE The entire view includes roadways which will require data services from the "connected cars" and "connected emergency vehicles" in the near future , w .f 2 " R~1nfon, WA (, ' ? ··~[ ~l't ;1 C .;_; 'C I H1ijtop m the H1gh!arid~ Cfdar Park A1)31tmt'fll~ I r,,E 4ih Sr ;; /.J[ 6tr, Pl tf i;1l·-~,I ~.[. blb Sl j :'• ' l C• > ' r Points of interest which can have data served by these transport sites 2 T C C C '.[ C ~-· Atitwe T!'i' Cut ,; 5¥bef'l,k~ if I -~E i.·i-1 s-. ...., tit.~ :£ " -·: • Grow~ Potnle -'-z ~ !-IF 41~ Cir > ~ Wayo11Jll;\!1r, ::>'-' Fiber Splice Points to allow hub connectivity for reach to global internet. Close proximity reduces need for major construction project. • n-~-'"""'-A~·- PROPRIETARY & CONFIDENTIAL '•J ."•l Nf '.·tr· :i· 3 G \: Jtri 3\ \[ 5tn J r~I: ~II' J \E St-S; :>llftwav il~aw1~cr I 1 24 Houi Fitness ·i lll(o rune ~ AlJIOl~ 'liE 'rfil fl Nf 4th St 1,[thSt.... NE41'1 , 9WAX000309 + f -·· l'l'I lts Schwao Tire Center 4 •Ii - A ' :i '·ij ,~ Renton, WA !.W 7 '.;'r " ' I:. ~~·, ,. ,. ' f!f; '':J ;?' t, .:,_'.\ ,<o .;:,_. ;:;~,-:, t~ {l°''l ,.\~~ -N!llP£11S ~ g; ' f :: C ' ,;; ,- (;· "' '+,. ·0.';!/:); 'l,t i:tlJ!OJ"1Wif)'l;f z l -' "' > Ji " ' ' f i ·' . ,r " t ,: .S •" \/ Ja~ Riche·d Hall j:' ~·-1( ~'(;I\ t:7 i,ir,-·-~ I'll ~'J' St ~ Ren too Mroril 1 1 Method 1st Church Leinglon Heig\ls Apor11Tlffits 111 Flen1on I ~}v -!;,( irf,' •• ..,... uilitie c~,·~-> 1o5 ./1 1,. sir ~ t i 1 ~ i ~ ~ Renton lowncars 3 The entire view includes roadways which will require data services from the "connected cars" and "connected emergency vehicles" in the near future ::-;!'(' "5 )i '·~ ' NL~!~•" Points of interest which can have data served by these transport sites 7 7 a l~J w""', /o/11/s F"iirk Wmsor l<esl Holel ~ ~ ,- ' , • C z ' s <[1,',-1~\ ,, . ·ooRitlgt " ~ ' r.. t,: > "' 7 7 r~1,,cal~ ;,.j; NI- :.t ' M 4fr ':J Departr.e11or ~ Tra11,pdti1mn -'--- " ~ ["] ,. ' ' tif·t\•)I /, ., ., tJF 4t ARCO i' l _, ., ·h '-?, ·\::, L:! ~-,) '<;_«· J 0 ' > z ~ B~lcl1i"lojK A, '!L ~'./1 :' ':::-I 'lc~t'fi; :1m~st,.,r'.ei 4, ~ " ' )j "'·"~ ... -\1·, r~f .'!· ,:.·· <1·1t:f_;)f ..... , &.,klir)IJJ I &..iNdllllJ '1 &JSintS~ lrthloh:>g~ e-F ...,., FIEc11ta1 ',l!lcMIIICill • Porl,olei '!' l "t: < Rm 10, techriii::al Colk'<jf : Tec~ooio~ R~StlltC~ Wng B Cemer 'c;, ' \\\\'-'· ,. \-1· · .~''11, UIIJ.,rr ."au~ M.11nh:'n~nCt' .. ~'t,, -,~Ci A,~ ... ~. ~ D1:;coonl l11cS1(11( • Rfn1Df,. WA Wave Fib Cable \t:D(w~ld 5 i1 ·] f<lllop1n Cedar Pdrk Aparlment5 I \Jr 4t'"1 St ~ ~ G'eo!'l\¥Qtld Meloor1rd ;::. P'!Rfwer;il·l~rlf' " > l r: (_ I \\\.--............. Fiber Splice Points to allow hub connectivity for reach to global internet. Close proximity reduces need for major construction project. + ':'11~~\uS'-heSICK·Hou;~Sf!f 9WAXD00311 Stmg, -Renton, WA Go gle ~ ,IC,\ PROPRIETARY & CONFIDENTIAL 5 --.,~ ~ ....,., '-:: ~. ! ,, ,, "}. -~, t •.:,, J, " , . 'C /:' -~ l ;, ,,, ,1 .,!'I r. 1. ~-, ,, Renton, WA The entire view includes roadways which will require data services from the "connected cars" and "connected emergency vehicles" in the near future a S,V 4r~ Pt ,, f ' ,, l , Renton COncr€1e Af(:ydl'IS S 143 1tol)"~ " ,, ' f ' ! ,.3 A.m!'r1ea'1 5est Vallll!irm&-S\i!~ ,, ' ~,C~ Rive, . '·d 'W StarlireSixl'l'l • 7 -\ .. .. ~ \ \\ '0 ~- ' <!,. '(, '~ s "<i " ; l, ' i ~ ,,, / ; l fl,:ime-;1ood Su11e, tr1 -~, ~ H1kon 5e1\1k--Tll'.:orn~ 1110l>ilitie Moo~, ',, 'ii s~ a,, Cf River ~ w J • • C C ' z 9WAX000331 ~a·l1ng'.rn Goll Cc,u1se · '* f<aouat IOI Humal'llly °'!:' Seattk--.;ing CMty._ Wave Fiber Cabl SW71h St WIS<llci' Kill& ApartrTlf!ltS I .s-~15111 Ct I ~ur1Jre,ePalk • •' s~,p Frt-d Mt'yl'( FLP; Ct11er i ,•edMeyer , ill'nlG11 5/lo~m~ C'.entfr .: 1r~stb1Jfir1 , t •, '\; ~ SW 7th St " ,0 ~y S 7th C.:?ff 1·.s:la'e.~·t11 l'fars~ f'rd~511·:>r'alCtn•~ • a l Jr'l'T'.'/ Ma:'> HC>Y.l'IW!le ' ., DK hllrket ·t f/ ' \ ,, ~ ,F § j W.fll.'!mlh lillde.1s ~ ~f'9 ::i.111, S·Xth -T-°f'lllrt;~11 ~i.~t ,, 1. "';. 1 Mi1r1ufac1u·er~ M1111!ral \. ; i a ~~ "' '\~~ 4 ,, > j if• • ! l' ~ Fiber Splice Points to allow hub connectivity for reach to global internet. Close proximity reduces need for major construction project. f'i!fTS~t'f11tr., 1 ~ \ A1rg;i~ Fill <'lar1t "' " tn1e1pu:.e Re111-A-C~r:. ~;,·1 ,-,.1(,I~ s'~ ~·· J t ~ ' "%. -~{t,'ii'i s'l'l.OJ 1()\1' SI s~ d~ \\i\) S\~ G\J v') ! ' • • j " S, Points of interest which can have data served by these transport sites Sh<mlP~mrP~~ PROPRIETARY & CONFIDENTIAL ., Poi;eyes l,).m;¢t r~ ·;t,p ~G1~01VJ,'1 s·~ 1_,1;11h \~,i·; s~\'l.\liS\ • Roxy C "' ~ ' • ! ~i,J ~ I + ' ' 1 -·· .. 6 ' ' ,\/{)rk Diagram • • • l:l Transport Hub to Fiber.- Redundancy Site Q Regular MW Site • The Transport hubs provide interconnection between neighboring MW locations and long run optical fiber l:l Redundancy sites provide robustness within the network in the event of an outage or temporary obstruction ........... litie •7ztz»3N 12Z1161AIW -·-------··-----··---------- 9WAX000331 '7212U7N 1221, 02.l1 W D2U0.07N 12212~.0IW PROPRIETARY & CONFIDENTIAL D27Z2.1IN 12Z1111U6W D301t.lllN 12Zllt29.&8W D2U60ZN 12Zlt14MW 47 211 l2.l1 N 12ZOIIIU1W 7 lOO's of square miles of challenging terrain now covered by wireless /./i.W transport design 1110bilitie i __ "': I 1., "'~{~,----' -~-" 8 : ic::cj Er-igi neering Ar1alysis C or1fir rr1s Solu tio r1 Ovc::r l :. ii" "t, . ~ ! : ' Lir1e-of-Sight is tr,e key ~l!H- no 210 190 100 170 160 1 ',0 1'0 130 • J /-kwN, ~fno, • ~ ,c le. IB~ ..,J "'LO -'1 "'Do Microwave Antenna Height at 33.5 m. to get clear line of sight. ,.10F-I I· I ...... 110 ; H(l I 90 ,,. 10 00 so ,o 11) "'o 02 o, 06 oa 10 11 9WAX000309 11IOl>ilitie - " 16 ~~ ,~ .• ,,.... r ..... ~ r~ (i>,.. 22 2, 26 -28 -f(f 32 H 36 33 •o '2 " 46 '73 4'MI K 110!)) Wtl: TR· TR Im · m 2 38 km 411 4 m 41 2ft. ,s. 02 Ni PROPRIETARY & CONFIDENTIAL 9 :;l(?(i Engineering Analysis Cor,firrns Solution 0'ver : i :·1 ----Line-of-Sig ht is the key -~ p;;-;;- 2t0 100 180 110 160 ''° 140 1JI) 120 110 100 I w 1- 60 50 ,o JO 2() .,._ -~f!!d i 10• -----·-----~------------------ 8 ,c ---·--- ... 1 "'~ _!J .. ,.,, _:J .. o, Microwave Antenna Height at 33.5 m. to get clear line of sight. '' ; ! 'I a a, 02 oi a, 05 oe 01 -.. . ---------· ----·----- 9WAX000311 1110bilitie 1~om i:.J • ...,_,. ii fflll!lll'I r-fllllkOl'IG ,,-~ r.w 11 ,s ,1 20 21 22 2i 2, 25 2e 21 2e 29 10 'I.----» ~SI K HOO'J MHZ TR-lR bn -m 1 1Um 121 6 m PROPRIETARY & CONFIDENTIAL 10 3 3 )<~ U2722.19Hj · liiE:c:l Er,gineerir,g Analysis Confirms Solution Over ·· 11r1 -Lir1e-of-Sight is t~lf_; key ~1:1>bm ..!..l Hl)rnll _ .. _j £"'1 1JO no 100 90•- llO 10, .. 00,- 50 JO -. .&, -------------------- ,c 1 m~ ~ ..... _cj"91), Microwave Antenna Height at 33.5 m. to get clear line of sight. 'I 1~0 ... .!'.] oio,JtJ. .. _ r~~ r~ 1-air.e ><JI-: !!II iiill J . li:'!I : ' •ii ··!i ! 10 ! . ---- 0 o 01 o, Ol o• 05 o& 01 oa 09 ,o 11 11 13 " 15 16 ,1 1a 19 io i, ii i 9WAX000331 . . -K11000MlltlR-TRllm-m 113bn117m 47282333H 11,ol:>ilitie PROPRIETARY & CONFIDENTIAL 1 1 1• 1 S"':on 1 !,~; ! Wireless transport is key to enable data innovation Proper placement of wireless transport locations will bring connectivity to the edge of even the most challenging terrain areas The explosion of data demand is showing no signs that it's growth rate will relax anytime soon The networks built today will serve the data demand of tomorrow Is your environment prepared? •• ......auilitie PROPRIETARY & CONFIDENTIAL 12 DEPARTMENT OF COMI .. -NITY AND ECONOMIC DEVELOPMENT --------Iten ton E) ENVIRONMENTAL CHECKLIST Planning Division 1055 South Grady Way-Renton, WA 98057 Phone: 425·430·7200 I www.rentonwa.gov PURPOSE OF CHECKLIST: Governmental agencies use this checklist to help determine whether the environmental impacts of your proposal are significant. This information is also helpful to determine if available avoidance, minimization or compensatory mitigation measures will address the probable significant impacts or if an environmental impact statement will be prepared to further analyze the proposal. INSTRUCTIONS FOR APPLICANTS:~ This environmental checklist asks you to describe some basic information about your proposal. Please answer each question accurately and carefully, to the best of your knowledge. You may need to consult with an agency specialist or private consultant for some questions. You may use "not applicable" or "does not apply" only when you can explain why it does not apply and not when the answer is unknown. You may also attach or incorporate by reference additional studies reports. Complete and accurate answers to these questions often avoid delays with the SEPA process as well as later in the decision-making process. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. INSTRUCTIONS FOR LEAD AGENCIES: Additional information may be necessary to evaluate the existing environment, all interrelated aspects of the proposal and an analysis of adverse impacts. The checklist is considered the first but not necessarily the only source of information needed to make an adequate threshold determination. Once a threshold determination is made, the lead agency is responsible for the completeness and accuracy of the checklist and other supporting documents. 1 https://mobilitie949-my.sharepoint.com/personal/bnguyen_mobllitie_com/Documents/Jurisdictions/Renton/Submittal Docs/9WAXOOD309A/9WAX000309_Environmenta1Checklist_20160727.doc Rev: 08/2015 USE OF CHECKLIST FOR NONPROJECT PROPOSALS: lb.filQJ For nonproject proposals (such as ordinances, regulations, plans and programs), complete the applicable parts of sections A and B even though questions may be answered "does not apply". In addition the SUPPLEMENTAL SHEET FOR NON PROJECT ACTIONS (part D). Please completely answer all questions that apply and note that the words "project", "applicant", and "property or site" should be read as "proposal", "proponent", and "affected geographic area" respectively. The lead agency may exclude (for non-projects) questions in Part B -Environmental Elements -that do not contribute meaningfully to the analysis of the proposal. For help go to: http://www.ecy.wa.gov/programs/sea/sepa/e-review.html A. BACKGROUND lb.filQJ 1. Name of proposed project, if applicable: lb.filQ} Wireless Communications Facility (Site ID: 9WAX000309A) located Near NE 4th Street and Union Avenue NE, Renton, WA 98059 2. Name of applicant: lb.filQ] Brian Nguyen, Permitting Manager, Authorized Owner's Rep and Company Employee 3. Address and phone number of applicant and contact person: lb.filQ] 2955 Red Hill Ave., Suite 200, Costa Mesa, CA 92627 Mobile: (206) 482-2623; bnguyen@mobilitie.com 4. Date checklist prepared: lb.filQ] July 27, 2016 5. Agency requesting checklist: lb.filQ] City of Renton 6. Proposed timing or schedule (including phasing, if applicable): lb.filQ} 2 https://mobilitie949-my.sharepoint.com/personal/bnguyen_mobilitie_com/Documents/Jurisdictions/Renton/Submittal Docs/9WAX000309A/9WAX000309 _ Envi ro nmenta IChecklist _ 20160727 .doc Rev: 08/2015 Planned after securing of all entitlements, roughly January 2017. No phasing of the support structure. Future co-locations of equipment to structure planned. 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. [bg)Q[ Additional co-location of other wireless device-supporting equipment. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. [bg)Q[ Electro Magnetic Emissions (EME) Report, as provided as part of the lead agency's permit process for a CUP. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. [bg)Q[ None. 10. List any government approvals or permits that will be needed for your proposal, if known. [bg)Q] None outside of the City's process. 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) [bg)Q[ The (data) transport utility pole, falling within the definition of a WCF by City zoning code, is proposed to house initially (2) microwave antennas, placed inside a metal canister as depicted in the architectural drawings whereby support equipment (like equipment cabinets) is almost entirely housed within the metal pole itself. The WCF is designed to allow future attachments related to the support of wireless devices like smart phones. The project enhances wireless telecommunications, internet connectivity and data download rates and capacity in the vicinity where radio frequency (RF) engineers have determined existing conditions provide inadequate coverage and capacity to area residences and businesses. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or 3 https://mobilitie949-my.sharepoint.com/personal/bnguyen_mobilitie_com/Documents/Jurisdictions/Renton/Submittal Docs/9WAX000309A/9WAX000309 _ Envi ro nmenta IChecklist_ 20160727 .doc Rev: 08/2015 boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist.1llilli2] Southeast portion of the intersection of NE 4th and Union Avenue NE in the City of Renton, in public Right of Way, between the back of sidewalk edge and the parking area of a multi family housing complex. Autozone is located directly across the street from the site. 8. ENVIRONMENTAL ELEMENTS 1llilli2] 1. EARTH a. General description of the site 1llilli2] (check or circle one): Flat. rolling, hilly, steep slopes, mountainous, other~~~~~~ b. What is the steepest slope on the site (approximate percent slope)? 1llilli2] 2-3 degree, nominal slopes. c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any agricultural land of long-term commercial significance and whether the proposal results in removing any of these soils.1llilli2] A soils report will be produced subsequent to city planning approval. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe.1llilli2] No. 4 https://mobil itie949-my .sharepoint.com/personal/bnguyen _ mobi I itie _com/Documents/Jurisdictions/Renton/Su bmitta I Docs/9WAX000309A/9WAX000309 _ Enviro nmenta 1Checklist_20160727 .doc Rev: 08/2015 e. Describe the purpose, type, total area, and approximate quantities and total affected area of any filling, excavation, and grading proposed. Indicate source of fill. l.bmQ} Reference the structural analysis submitted as part of the City CUP. Removal and re- compaction of soil is limited to pole install. No significant soil removal off-site is expected. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. l.bmQl Nominal. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? l.bmQ} 2-4 square feet for pole circumference allowance. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: l.bmQl Restoration of grass and any paving impact. 2. AIR a. What types of emissions to the air would result from the proposal during construction" operation, and maintenance when the project is completed? If any, generally describe and give approximate quantities if known. l.bmQ} Reference EME report. Emissions prove well below established thresholds. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. l.bmQ} No. c. Proposed measures to reduce or control emissions or other impacts to air, if any: l.bmQ} None beyond any described in the EME Report. Other than Energy (electricity}, all below sections are either non-applicable or have been adequately described above. 5 https;//mobilitie949-my.sharepoint.com/personal/bnguyen~mobilitie~com/Documents/Jurisdictions/Renton/Submittal Docs/9WAX000309A/9WAX000309_Environmenta1Checklist_20160727.doc Rev: 08/2015 3. WATER a. Surface Water: I!JmQ} 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. I!JmQ} Not Applicable 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. I!JmQ} Not Applicable 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source offill material. I!JmQ} Not Applicable 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. I!JmQ} Not Applicable 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. I!JmQ} Not Applicable 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. I!JmQ} Not Applicable 6 https://mobllitie949-my .sha repo int.com/ persona 1/bnguyen _ mobi I itie _com/Documents/Jurisdictions/Renton/Su bmitta I Docs/9WAX000309A/9WAX000309 _ E nvi ro nmenta 1Checklist_20160727 .doc Rev: 08/2015 b. Ground Water: 1) Will groundwater be withdrawn from a well for drinking water or other purposes? If so, give a general description of the well, proposed uses and approximate quantities withdrawn from the well. Will water be discharged to groundwater? Give general description, purpose, and approximate quantities if known. l.bfilQ} Not Applicable 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals.; agricultural; etc.). Describe the general size ofthe system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. l.bfilQ} Not Applicable c. Water runoff (including stormwater): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. l.bfilQ} Not Applicable 2) Could waste materials enter ground or surface waters? If so, generally describe. l.bfilQ} Not Applicable 3) Does the proposal alter or otherwise affect drainage patterns in the vicinity of the site? If so, describe. Not Applicable d. Proposed measures to reduce or control surface, ground, and runoff water, and drainage pattern impacts, if any: Not Applicable 7 https://mo bi/itie949-my .sharepoint.com/personal/bnguyen_mobi I itie_ com/Documents/Jurisdictions/Renton/Submittal Docs/9WAX000309A/9WAX000309_Environmenta1Checklist_20160727.doc Rev: 08/2015 4. PLANTS [b_g[Ql a. Check the types of vegetation found on the site: [b_g[Ql __ deciduous tree: alder, maple, aspen, other __ evergreen tree: fir, cedar, pine, other __ shrubs __ grass __ pasture __ crop or grain __ orchards, vineyards or other permanent crops. __ wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other __ water plants: water lily, eelgrass, milfoil, other __ other types of vegetation b. What kind and amount of vegetation will be removed or altered? [b_g[Ql Not Applicable c. list threatened and endangered species known to be on or near the site. [b_g[Ql Not Applicable d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: [b_g[Ql Not Applicable e. List all noxious weeds and invasive species known to be on or near the site. Not Applicable 5. ANIMALS a. list any birds and other animals which have been observed on or near the site or are known to be on or near the site. Examples include: [b_g[Ql Birds: hawk, heron, eagle, songbirds, other:------------ Mammals: deer, bear, elk, beaver, other:------------- Fish: bass, salmon, trout, herring, shellfish, other _________ _ 8 https:/ /mo bilitie949-my .sha repo i nt.com/personal/bnguyen _ mob ii itie _com/Documents/Jurisdictions/Renton/Su bmitta I Docs/9WAX000309A/9WAX000309 _ Envi ro nmentalChecklist_ 20160727 .doc Rev: 08/2015 b. List any threatened and endangered species known to be on or near the site. {_bQ)Q] Not Applicable c. Is the site part of a migration route? If so, explain. {_bQ)Q] Not Applicable d. Proposed measures to preserve or enhance wildlife, if any: {_bQ)Q] Not Applicable e. List any invasive animal species known to be on or near the site. Not Applicable 6. ENERGY AND NATURAL RESOURCES a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. {_bQ)Q] Connection to existing electric utility pole, likely by overhead (versus underground) where ultimate connection method is determined during utility coordination with the local provider at a later stage. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. {_bQ)Q] Not Applicable c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: {_bQ)Q] Not Applicable 7. ENVIRONMENTAL HEALTH a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste that could occur as a result ofthis proposal? If so, describe. {_bQ)Q] Not Applicable 9 https://mobilitie949~my .share point.com/persona 1/bnguyen _ mobilitie_ com/Documents/Ju risdictions/Renton/Submitta I Docs/9WAX000309A/9WAX000309 _ E nvi ronmenta 1Checklist_20160727 .doc Rev: 08/2015 1) Describe any known or possible contamination at the site from present or past uses. Not Applicable 2) Describe existing hazardous chemicals/conditions that might affect project development and design. This includes underground hazardous liquid and gas transmission pipelines located within the project area and in the vicinity. Not Applicable 3) Describe any toxic or hazardous chemicals that might be stored, used, or produced during the project's development or construction, or at any time during the operating life of the project. Not Applicable 4) Describe special emergency services that might be required. Not Applicable 5) Proposed measures to reduce or control environmental health hazards, if any: Not Applicable b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)?~ Not Applicable 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. ~ Not Applicable 3) Proposed measures to reduce or control noise impacts, if any:~ Not Applicable 10 https://mobilitie949-my.sharepoint.com/personal/bnguyen_mobilitie_com/Documents/Jurisdictions/Renton/Submittal Docs/9WAX0D0309A/9WAX000309 _ E nvi ronmenta IChecklist_ 20160727 .doc Rev: 08/2015 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? Will the proposal affect current land uses on nearby or adjacent properties? If so, describe. Lb..@1Q} Not Applicable b. Has the project site been used as working farmlands or working forest lands? If so, describe. How much agricultural or forest land of long-term commercial significance will be converted to other uses as a result ofthe proposal, if any? If resource lands have not been designated, how many acres in farmland or forest land tax status will be converted to nonfarm or non-forest use? Lb..@1Q} Not Applicable 1) Will the proposal affect or be affected by surrounding working farm or forest land normal business operations, such as oversize equipment access, the application of pesticides, tilling, and harvesting? If so, how: Not Applicable c. Describe any structures on the site. Lb..@1Q} Not Applicable d. Will any structures be demolished? If so, what? Lb..@1Q} Not Applicable e. What is the current zoning classification of the site? Lb..@1Q} Not Applicable f. What is the current comprehensive plan designation ofthe site? Lb..@1Q} Not Applicable g. If applicable, what is the current shoreline master program designation of the site? Lb..@1Q} Not Applicable 11 https :/ / mobi I itie949-my.sharepoint.com/perso nal/b nguye n _ mob ilitie _ com/Oocu ments/ Jurisdictions/Rento n/Submitta I Docs/9WAX000309A/9WAX000309_Environmenta1Checklist_20160727.doc Rev: 08/2015 h. Has any part of the site been classified as a critical area by the city or county? If so, specify. 1b.©.)Q1 Not Applicable i. Approximately how many people would reside or work in the completed project? 1b.©.)Q1 Not Applicable j. Approximately how many people would the completed project displace? 1b.©.)Q1 Not Applicable k. Proposed measures to avoid or reduce displacement impacts, if any: 1b.©.)Q1 Not Applicable I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: lllitlQ} Not Applicable m. Proposed measures to ensure the proposal is compatible with nearby agricultural and forest lands of long-term commercial significance, if any: Not Applicable 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. lllitlQ} Not Applicable b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. lllitlQ} Not Applicable c. Proposed measures to reduce or control housing impacts, if any: 1b.©.)Q1 Not Applicable 12 htt ps ://mo bi I it ie94 9-my. share point. com/ pe rso n a 1/b nguye n _mob i I it ie _ co m/Docu me nts/ J u ri sd ictio ns/R e nto n/5 u bm itta I Docs/9WAX000309A/9WAX000309_Environmenta1Checklist_20160727.doc Rev: 08/2015 10. AESTHETICS a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? 1tlfilt2] Not Applicable b. What views in the immediate vicinity would be altered or obstructed? 1tlfilt2] Not Applicable c. Proposed measures to reduce or control aesthetic impacts, if any: 1tlfilt2] Not Applicable 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? 1tlfilt2l Not Applicable b. Could light or glare from the finished project be a safety hazard or interfere with views? 1tlfilt2l Not Applicable c. What existing off-site sources of light or glare may affect your proposal? 1tlfilt2] Not Applicable d. Proposed measures to reduce or control light and glare impacts, if any: 1tlfilt2] Not Applicable 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? 1tlfilt2l Not Applicable 13 https ://mob i I itie 94 9-my.sh a re point. com/ pe rso n a 1/b nguye n _mob i I it ie _ co m/ Docu me nts/ Ju r i sd ictio n s/Rento n/Su b m itta I Docs/9WAX000309A/9WAX000309_Environmenta1Checklist_20160727.doc Rev: 08/2015 b. Would the proposed project displace any existing recreational uses? If so, describe. lb..@!Q] Not Applicable c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: lb..@!Q] Not Applicable 13. HISTORIC ANO CULTURAL PRESERVATION a. Are there any buildings, structures, or sites, located on or near the site that are over 45 years old listed in or eligible for listing in national, state, or local preservation registers located on or near the site? If so, specifically describe. lb..@!Q] Not Applicable b. Are there any landmarks, features, or other evidence of Indian or historic use or occupation? This may include human burials or old cemeteries. Is there any material evidence, artifacts, or areas of cultural importance on or near the site? Please list any professional studies conducted at the site to identify such resources. lb..@!Q] Not Applicable c. Describe the methods used to assess the potential impacts to cultural and historic resources on or near the project site. Examples include consultation with tribes and the department of archeology and historic preservation, archaeological surveys, historic maps, GIS data, etc. lb..@!Q] Not Applicable d. Proposed measures to avoid, minimize, or compensate for loss, changes to, and disturbance to resources. Please include plans for the above and any permits that may be required. Not Applicable 14 htt ps ://mo bi I it ie94 9-my. share point. com/ pe rso n a 1/b ngu yen_ mob i I it i e _ co m/Docu me nts/ J u ri sd ictio n s/R ento n/5 u b m itta I Docs/9WAX000309A/9WAX000309_Environmenta1Checklist_20160727.doc Rev: 08/2015 14. TRANSPORTATION a. Identify public streets and highways serving the site or affected geographic area and describe proposed access to the existing street system. Show on site plans, if any. Ib.lliQ] Not Applicable b. Is the site or affected geographic area currently served by public transit? If so, generally describe. If not, what is the approximate distance to the nearest transit stop? 1b.lliQ] Not Applicable c. How many additional parking spaces would the completed project or non-project proposal have? How many would the project or proposal eliminate? 1b.lliQ] Not Applicable d. Will the proposal require any new or improvements to existing roads, streets, pedestrian, bicycle or state transportation facilities, not including driveways? If so, generally describe (indicate whether public or private). Ib.lliQ] Not Applicable e. Will the project or proposal use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe.~ Not Applicable f. How many vehicular trips per day would be generated by the completed project or proposal? If known, indicate when peak volumes would occur and what percentage of the volume would be trucks (such as commercial and non-passenger vehicles). What data or transportation models were used to make these estimates? 1b.lliQ] Not Applicable g. Will the proposal interfere with, affect or be affected by the movement of agricultural and forest products on roads or streets in the area? If so, generally describe. Not Applicable h. Proposed measures to reduce or control transportation impacts, if any: 1b.lliQ] Not Applicable 15 https://mobilitie949-my.sharepoint.com/personal/bnguyen_mobilitie_com/Documents/Jurlsdictions/Renton/Submittal Docs/9WAX000309A/9WAX000309_Environmenta1Checklist_20160727.doc Rev: 08/2015 15. PUBLIC SERVICES a. Would the project result in an increased need for public services (for example: fire protection, police protection, public transit, health care, schools, other)? If so, generally describe. l.b.§QJ Not Applicable b. Proposed measures to reduce or control direct impacts on public services, if any . .ltJ.g]Q] Not Applicable 16. UTILITIES a. Check or circle utilities currently available at the site:.ltJ.g]Q] electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other --------------- b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. l.b.§QJ Not Applicable C. SIGNATURE l.b.§Q1 The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Proponent Signature:_.__ __ ----~-···-·-·~·""'·-,_··---+··--------------- Name of Signee (printed): ~ y4,vw0 /, ( Position and Agency/Organization: -"A0-'-'-:e--'-£c=--"-,,,.-.=~"'~'-"'~""=......,.t:"'~=-='-'-/77=<'fk==c..,.,;.h ... ~.:..;,.4::c u 7>·.ec_ / ' / Date Submitted: 01 /jz. f~ --,/f-'--=,/~~----- 16 https://mobilitie949-my.sharepoint.com/personal/bnguyen_mobilitie_com/Documents/Jurisdictions/Renton/Submittal Docs/9WAX000309A/9WAX000309_Environmenta1Checklist_20160727.doc Rev: 08/2015 May 18. 2016 Mr. Russ Lofquist Mobilitie 120 S. Riverside Plaza, Ste. 1800 Chicago, IL 60606 (608) 219-9905 Subject: Client Designation: Engineering Firm Designation: Tower Data: Dear Mr. Russ Lofquist, Structural Analysis Report Mobilitie Pole Prototype B+ T Group Project Number: 120 Foot -Monopole Tower c:! .r B+T GRP B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 (918) 587 -4630 btwo@btgrp.com 104468.001.01.0002 B+ T Group is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above mentioned tower. 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: Proposed Equipment Sufficient Capacity Note; See Table 1 for the proposed loading. This analysis has been performed in accordance with the 2012 International Building Code based upon an ultimate 3-second gust wind speed of 181 mph converted to a nominal 3-second gust wind speed of 140 rnph per section 1609.3.1 as required for use in the TIA-222-G Standard per Exception #5 of Section 1609.1.1. Exposure Category C and Risk Category 11 was used in this analysis. All equipment proposed in this report shall be installed in accordance with the attached drawings for the determined available structural capacity to be effective. We at 8+ T Group appreciate the opportunity of providing our continuing professional services to you and Mobilitie. If you have any questions or need further assistance on this or any other projects please give us a call. Respectfully submitted by: B+ T Engineering, Inc. Jerad Dotson Project Engineer tnxTower Report -version 6.1.4.1 Chad E. Tuttle, P.E President 120 Ft Monopole Tower Structural Analysis Report Project Number 104468 001.01 0002 TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 -Design Antenna and Cable Information 3) ANALYSIS PROCEDURE Table 2 -Documents Provided 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 3 -Section Capacity (Summary) Table 4 -Tower Components vs. Capacity 4.1) Recommendations 5) APPENDIX A tnx Tower Output 6) APPENDIX B Base Level Drawing 7) APPENDIX C Additional Calculations tnxTower Report -version 6.1.4.1 May 18. 2016 Page 2 120 Ft Monopole Tower Structural Analysis Report Project Number 104468.001.01.0002 May 18. 2016 Page 3 1) INTRODUCTION This tower is a 120 ft. Monopole tower. The tower is designed for a wind speed of 140 mph per TIA-222-G. 2) ANALYSIS CRITERIA The structural analysis was performed for this tower in accordance with the requirements of TIA-222-G Structural Standards for Steel Antenna Towers and Antenna Supporting Structures using a 3-second gust wind speed of 140 mph with no ice. 30 mph with 0.75 inch ice thickness and 60 mph under service loads, exposure category C with topographic category 1 and crest height of O feet. Table 1 -Design Antenna and Cable Information Center Mounting Line Level (ft) Elevation 115.2 107.3 ------------- 107.2 (ft) 115.2 107.3 107.2 -----------------------·------ 102.2 99.7 97.2 102.2 99.7 Number of Antennas 1 1 Antenna Manufacturer Antenna Model 115" x 36" KMW Antenna Canister ·------------------- 6.25' X 54" MW Shroud 2 3' Microwave Dish Antenna ---··--·--"----------------------- 3 2500 MHz FILTER 2500 MHz RRU 800 MHz FILTER Number of Feed Lines 2 3 ---------- 97.2 95.2 3 3 3 -·-----· ---··-···'··- 95.2 800 MHz RRU 93.2 93.2 3 800 MHz FILTER - 90.7 90.7 3 800 MHz RRU ---------------_________ ;__··-···-·-·--·-·-··---···-"----- 88.2 88.2 3 1900 MHz RRU 3) ANALYSIS PROCEDURE Table 2 -Documents Provided Feed Line Size (in) EW 7/8 Note I Document I Remarks Reference Source N/A 3. 1) Analysis Method tnxTower (version 6.1.4.1 ), 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. 3.2) Assumptions 1) Tower and structures will be built in accordance with the manufacturer's specifications. 2) The tower and structures will be 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 the referenced drawings. This analysis may be affected if any assumptions are not valid or have been made in error. B+ T Group should be notified to determine the effect on the structural integrity of the tower. tnxTower Report -version 6.1.4.1 120 Ft Monopole Tower Structural Analysis Report Project Number 104468 001 01. 0002 May 18, 2016 Page 4 4) ANALYSIS RESULTS Table 3 -Section Capacity (Summary) Section No. Elevation (It) Component Type Size Critical Element Pass/ Fail p (K) PP_anow % (K) Capacity L1 L1 L1 L1 110.417 -Latticed Pole Leg 104.167 110.417- 104.167 110.417- 104.167 Latticed Pole Diagonal Latticed Pole Horizontal 2 112 314 112 3 12 14 110.417-~---rlatticed Pole Toi)~--------1/i____________ 4 104.167 i Girt ------~--.------------·---' ---------------------------- L 1 110.417-! LatticedPole 1/2 8 104.167 i Bottom Girt i ---Ti ___ 104.167-I Leg ; 2112 .. 84.167 i J 32 -48 344 -7.835 -1.080 ' 220 058 10032 4.694 ·1.592 ·r-6.362 i ----1424-T-4.694 i -157.061 r I 22.0 78.1 23.0 25.0 30.3 --n-·· 104.167-r Diagonal ! .. · 1 . 42. ; -12.756" ,- 71.4 71.1 38.1 18.2 84.167 i ; --·----··-·--------·---·-----,-··--··---------·--.-------'----------------·-------- T1 104.167-! Horizontal 1 5/8 44 84.167 -·-·-·--·-104.167-. • ·----··---·--·-· - T1 Top Girt 518 35 84.167 ------------- T1 104.167 -Bottom Girt 518 38 84.167 L3 84.167-60 Pole TP34.05x30.425x0.188 3 ---·------·-....... -·--·-··---·--- L4 60 -30.5 Pole TP38.1 x33x0.25 4 L5 30.5 -0.75 Pole TP42x36.85x0.5 5 ----------- 1.808 -2.922 -9.981 9.940 6.800 1184.280 43.0 64.3 -13.996 1922.050 ' 73.0 -24.195 4893.110 79.1 ------4---------·---' "'!SUITlmary. Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pole (LS) 79.1 Pass ---. ----------.,, __ ·--' -....... ----__ ,. ·-· ____ , ______ ---·-. ' ·--------··->--· -----·-- Latticed 22.0 Pass Pole Leg ---------------,-----------i Latticed 23.0 : Pole I Horizontal · (L 1) , -; latticed f 25.0 1 Pole Top • Girt (L 1) Latticed Pole Bottom Girt 30.3 . (L 1) ! I ·• ! Leg (T1) ' 71.4 -----------------------·01agc;na1·-111.1 (T1) ' ' ; Horizontal 38.1 (T1) Pass Pass Pass Pass Pass Pass Pass -------------------------------------,----------------------------,---- -Top Girt i 18.2 ______ ,___ -,--__ __I_T1)~·---- . Bottom Girt ] 43. O (T1) Pass . ---.. ---~-""--------- RATING= i 79.1 ----·, '"""' Pass tnxTower Report -version 6.1.4.1 --_: 120 Ft Monopole Tower Structural Analysis Repor1 Project Number 104468.001.01.0002 Table 4 -Tower Component Stresses vs. Capacity Notes 1 1 Component Base Flange -- Base Foundation (42" Diameter) Elevation (ft) Base Base Structure Rating (max from all components)= Noles: % Capacity 78.4 .. ··--· -·-··--- 83.0 May 18, 2016 Page 5 Pass/ Fail Pass Pass 83.0% 1) See additional documentation in "Appendix C -Additional Calculations" for calculations supporting the% capacity consumed. 4.1) Recommendations NIA tnxTower Report -version 6. 14.1 APPENDIX A TNXTOWER OUTPUT -§ Io !! § ~ • lg I --!·- ~ ' § ~ • 0 ~ I -i t 00 i g' • I ii t I I : a ;Z I~ g ;\ g cy -0 i ~ 0 '" '0 0 N • •--- " ' . , g I I I 110 4 ft / 104 2 ft ~ S4 2ft 60 0 ft 30.5 ft D.8 ft \ ) ALL REACTIONS ARE FACTORED AXIAL 40K ---- DESIGNED APPURTENANCE LOADING TYPE ~---- L,ghlning Rod 1/2"x3' (P) I ELEVATION -I =~=~TY_P~E~--~~E~L=E~V_A_Tl~O_N_ 121s _so~~l'!_z!'<RU(P) 95167 115·• x 36" KMW Antenna Canister (P) 115.208 800 M'1z RRU (P) 95 167 6 25' x 54•· MW Canister \P) --------- 3' Microwave Dish Antenna (P) 3' Microwave Dish Ante-nna (P) 110.417 -104 167 107 167 1107 167 ------- 800 MHz RRU IP) 800 MHz FILTER (P) 800 MHz FILTER (P) 20' x44" TME Canister (P) 104 167 -84 167 800 MHz FILTER (P) 2500MHz FILi"ER(P) -----·--p-02.167 -800 MHz RRU IP) 2500 MHz FILTER (P) 2500 MHz FILTER (P) 2500 MHz RRU (P) 102.167 1-·-- 102.167 800 MHzRRU (P) 199.667 1900 MHzRRU (P) 800 MHz RRU IP) 2500 MHz RR~LP_L_ _____ 99 '67 ___ 1900 MHz RRU [P) ______ .=t~667 1900MHzRRU{P) _______ _ 2500 MHz RRU (P) 800 MHzFILTER;P)- 800 MHz FILTER [P) 800 MHz FILTER (Pl GRADE Fy A572-50 , 50 ksi A514"100 !1ooks1 97 167 PPC Cabinel (P) 197 167 [97 167 Electric Meter (P) MATERIAL STRENGTH 65 ks, 120 ksi Fu GRADE Fy A572-65 , 65 ksi 1. TOWER DESIGN NOTES Tower designed for Exposure C to the TIA-222-G Standard 95 167 93 167 93 167 193 167 90 667 i~~~7 90 667 88 167 J88 151 +88167 I" 225 80 ksi Fu 2. Tower designed for a 140 mph basic wind in accordance with the TIA-222-G Standard. 3. 4 5 6 7 Tower is also designed for a 30 mph basic wind with o 75 1n ice. Ice is considered to increase in thickness with height Deflections are based upon a 60 mph wind Tower Structure Class II TopographlC Category 1 with Crest Height of 0.000 ft TOWER RATING: 79.1% SHEAR MOMENT 1K ~ l' 80 kip-ft TORQUE O kip-ft 30 mph WIND -0. 750 in ICE AXIAL 24 K SHEAR MOMENT 27 K ~ 1898 kip-ft TORQUE 1 kip-ft REACTIONS -140 mph WlND B+T B+ T Group " 104468.001.01.0002. Slimline 1.1@ 140mp 1717 S Boulder Ave, Suite 300 Project 104468.001.01 Tulsa, OK 74119 Client Mobilitie Phone. (918) 587-4630 Code TIA-222-G FAX: (918) 295-0265 Pa1h ,Dra....nby bsevie~----·:App'd -- :oate 05/12116 !scale· NTS 1DwgNo E-1 ----Vx 0 _U_Q,_417 104 157. 84.157 30 500, 0.7501 TIA-222-G -140 mph/30 mph 0.750 in Ice Exnosure C Maximum Values ···-Vz Global Mast Shear (K) I \ I I \ I I I I \ \ 5() B+T • ---Mx ····· Mz Global Mast Moment (kip-ft) 5DO 1 ODO 1500 5-00 1000 1500 2000 _1_!.Q,417 104.167 r- 84 157 Iq soo , .750 2000 B+ T Group " 104468.001.01.0002 -Slimline 1.1@ 140mp 1717 S Boulder Ave Suite 300 Project: 104468.001.01 Tulsa, OK 74119 ciient· Mobilitie Phone: (918) 587-4630 FAX: (918) 295-0265 Code TIA-222-G Palh Drawn by· bsevier Date. 05/12/16 [ App·a· - SC3le: NTS ]Dwg No E-4 Deflection (in) s 1041_67_ ""1 E' ~-- C I 0 :;::, Ill > .. iii 30"" 0 TIA-222-G -Service -60 mph Maximum Values B+T Tilt (deg) 0, I ,; ,, ,/ / I I I I --1 - Twist (deg) 005 I " ---~~'110417 .157 --1---, fOooo / I I -t --j -1--~ --f---1-~ ·-s-1 005 o., B+T Group "104468.001.01.0002-Slimline 1.1@140mp 1717 s Boulder Ave, Suite 300 Pro1ect. 104468.001.01 Tulsa, OK 74119 Client Mobilitie Phone: (918) 587-4630 FAX: (9181 295-0265 cooe TIA-222-G P~lh Drawn by bsevier Date· 05/12/16 jApp'd !Scale NTS :Dwg No E-5 g C: 0 ., .. 1 w -----.~ound !_1_Q_41?_ Face A 104167_, ___ _ 84 1671 60.000 __ o.1soj Feed Line Distribution Chart 9" -110'5" "lat-----App In Face_._._ AppOu!Face -··-··-T11.JssLe9 FaceB ___ 1_19_._\67 ----------t 110.167 ---: 1 s: I •• w FaceC I 84 167 _____ _§Q_OOO ___ 30.500 0 750 B+ T Group " 104468.001.01.0002 -Slimline 1.1 @ 140mp 1717 S Boulder Ave, Suite 300 Project 104468.001.01 _______ _ B+T c ,,c Tulsa, OK 7 4119 Chent· Mobililie I Drawri by bsevier Phone: (918) 587-4630 Cede: T\A-222-G jDale:05/12/16 App'O Scale NTS FAX: 1918\ 295-0265 Path Dwg Ne. E-7 aOb Page tnxTower 104468 001 01 0002 -Slimline 1.1 @ 140mph 1 of 15 B+TGroup Project Date 1717 S Boulder ,In'. Suite 300 104468 001.01 0948 33 05/12/16 T!llsa. OK 7-1119 Client Designed by Phone.-(9/RJ 587-./63() Mobilitie bsevier F,IX-(918J 295-0265 Tower Input Data There is a pole section. This tower is designed using the TIA-222-G standard. The following design criteria apply: Basic wind speed of I 40 mph. Structure Class II. Exposure Category C. Topographic Category I. Crest Height 0.000 ft. Nominal ice thickness of0.750 in. lee thickness is considered to increase with height. Ice density of 56.000 pcf. A wind speed of 30 mph is used in combination with ice. Temperature drop of 50.000 °F. Deflections calculated using a wind speed of60 mph. TOWERRATING: 79.1%. A non-linear (P-delta) analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is I. Local bending stresses due to climbing loads, feed line supports. and appurtenance mounts are not considered. Consider Moments -Legs Consider Moments -Horizontals Consider Moments -Diagonals Use Moment Magmficat1on ,1 Use Code Stress Ratios \1 Use Code Safety Factors -Guys Escalate Ice Always Use Ma.x Kz Use Special Wmd Profile Include Bolts In Member Capacity Leg Holts Are At Top Of Section Secondary Horizontal Braces Leg Use Diamond Inner Bracing (4 Sided) SR Members Have Cut Ends SR Members Are Concentric Section E/ewtlon Section Leng1h I ft__ [.] 1]()417-104.16 6.250 7 L2 104.167-84.167 20.000 L3 84 167-60.000 24.167 Options Distribute Leg Loads As Cniform Assume Legs Pinned '>I Assume Rigid Index Plate ,i Use Clear Spans for Wind Area Use Clear Spans For Kl.Ir Rctcns1on Guys To Initial Tension '; 1 Bypass Masl Stability Checks '>! 0 Use Azimuth Dish Coefficients ,·' Project Wind Area of Appurt. Autocalc Torque Arm Areas Add IBC .6D+W Combination Sort Capacity Reports By Component Tnangulate Diamond Inner Bracing Treat Feed Line Bundles As Cylinder Use ASCE 10 X-Bracc Ly Rules Calculate Redundant Bracmg Forces Ignore Redundant Members in FEA SR l.eg Holts Resist Compression All Leg Panels Have Same Allowable Offset Girt At Foundation -,;' Consider Feed Line Torque Include Angle Block Shear Check Use TIA-222-U Bracing Resist. Exemption Use TIA-222-G Tension Splice Exemption Poles "\1 1 Include Shear-Torsion Interaction Always Use Sub-Critical 1-'low Use Top Mounted Sockets Tapered Pole Section Geometry Splice Number Top Bouom Wall Bend Pole Grade Lenglh of Diameter Diameter 1hickness Radius ft Sides ,n m ,n in 0 000 Round 8.625 8.625 0.500 A572-50 (50 ksi) 0.000 Round 8.625 30 425 0 500 A514-100 (100 ksi) 4.500 18 30.425 34 050 0 188 0 750 A572-65 tnxTower .ob Page 104468.001 01 0002 -Slimline 1.1 @ 140mph 2 of 15 B+T Group Project Date / 7 I 7 S Roufder Are . .','wfe 30{) 104468.001.01 0948 33 05/12/16 Tuls(1. OK 7.//19 Client Designed by Phone: (918) 5157-./630 Mobilitie bsevier F1X r918) 195-0165 Section Elem/ion Section SjJ!ice .\"umher Top Rorrom W"all Bend f>olr: Grade J,ength l,engrh of Dwmerer Drameter thickness Radius r ---~--.f!_-~~---Sides ----· ,n m m m (65 ksi) L4 60.000-30.500 34000 5.000 18 33.000 38 100 0.250 1.000 A572-65 (65 ksi) LS 30 500-0 750 34750 18 36.850 42 000 0.500 2 000 A572-65 (65 ksi) Tapered Pole Properties Section Tip Dia Area ' C re J l!iQ " lf/t m in: in' m m m' m' 1w' m LI 8.625 12 763 105.716 2.878 4 313 24 514 211432 6.378 0.000 0 8 625 12 763 105716 2.878 4313 24.514 211.432 6.378 0 000 II L2 8.625 12 763 105.716 2 878 4 313 24 514 211 432 6 378 0 000 0 30 425 47 006 5263.245 10 582 15 213 345.982 !0526.490 23.489 0.000 I) LJ JO 894 17 995 2078.659 10 734 15.456 134490 4160 054 8 999 5 025 26.799 34.575 20.152 2919.461 12 021 17 297 168.780 5842 764 10078 5 663 30.202 1.4 34 194 25 987 3521.427 11 626 16 764 210.059 7047.487 12.996 5 368 21.472 38.688 30034 5436.032 13.437 19.355 280 862 10879.218 15.020 6 266 25.062 LS 38. 17[ 57 687 9630.030 12 904 18.720 514 430 19272.732 28 849 5.606 l 1.211 42 648 65 861 14330412 14.733 21.3)6 671.654 28679.680 32.937 6 512 l3.(P4 Tower E/eration Gusset Area (per face) Gusse/ Gussi:£ Grade Adjust. Factor Adjust. Factor A. Weight .ltulr. /Jouhle Angle Douhfe Angle nouble Angle Thickness A, t 1-' m --~---~~-----~-- LI 110417-1041 67 L2 104 167-84 16 7 LJ 84.167-60.000 1.4 60.000-30.500 1.5 30.500-0. 750 0 Smch Boll Spacing Diagonals m 0 Sritch Bolt Stitch Boll Spacing SpaC11rR Horr=ontah Redundams m ,n Feed Line/Linear Appurtenances -Entered As Round Or Flat Description Sec/or Componem Placement Total Number StamEnd W1drhor Perimeter We1gh1 Type ,"lumber Per Row Position Diameter ----~-·-···---·-~----·--fr ,n ,n kl ·-· ·-· Safety Line 3/8 B Surface Ar 110.167-0750 0 000 0 375 0.000 IP) (Cai\a) 0.000 ·-· tnxTower JOb Page 104468.001.01.0002 -Slimline 1.1 @ 140mph 3 of 15 B+T G'roup Project Date I 71? S lfoulder Are, Suire .WO 10446800101 09:48 33 05/12/16 Tulsa. OK 7.J/19 Client Designed by Phone: (9/8) 587-../630 Mobilitie bsevier FAX· (918) ]95-0.?65 Feed Line/Linear Appurtenances -Entered As Area Description Face Allow Component Placement fora/ C.1A.1 Weight o,· Shield 7)1ie .\'umber Le --_j~ -------;-', ( !I EW C No Inside Pole 107 167 -0 750 2 Ko ke 0.000 0 00! JP) 1/2" lee 0000 0.001 l" Ice 0.000 0001 ·-· LDF5-50AJ7/8") C No ln~ide Pole 107 750-0 750 3 No lee 0.000 0.000 (P) 1/2" Ice 0000 0 000 1" Ice 0000 0.000 ·-· l.DF4-50A( 1/2") C No Inside Pole 110.167-107750 54 No Ice 0 000 0000 (Pl l /2" lee 0.000 0.000 I" Ice 0 000 0000 ,_, '-' Feed Line/Linear Appurtenances Section Areas Tower Tower Face AR Af CiA.1 C.~4 I Weig/it Section Elem11011 ln Face Out Face .ft ____ __Jj_ t' t' r K ---- LI 110.417-104.167 A 0 000 0000 0 000 0.000 0 000 B 0000 0.000 0 225 ()_(){)() 0 L)(l] C ()_()(){) 0.000 0 000 0000 0.027 l.2 104 167-84 167 A 0 000 0.000 0.000 0.000 O 000 B 0 000 0.000 0 750 0000 0004 C 0 000 0000 0.000 0.000 O.U43 I.J 84. 167-60 000 A 0.000 0.000 0.000 0.000 0 000 B 0 000 fl.000 0 906 0000 0.005 C 0 000 0.000 0.000 G.000 0 0.52 L4 60 000-30 500 A 0.000 0 l)()l) 0 000 0000 0 000 B 0 000 0 000 I 106 0.000 0 006 C 0.000 0.000 0.000 0 000 0 064 LS 30.500-0.750 A 0 000 0.000 0 000 0 000 0.000 B 0 000 0 000 I 116 0.000 0 007 C 0.000 0 000 0000 0.000 0 065 Feed Line/Linear Appurtenances Section Areas -With Ice Tower Tower Face Ice A, A, C1A1 C iA.1 Weight Section F/eralion or Thie/mess In Face 0111 Face __J~ -----Is;,_ ;n r' ;:' r' r' A' I.I 110417-104.167 A 1.688 0.000 0.000 0.000 O 000 0 000 B 0.000 0.000 2 250 0 000 0027 C 0 000 0000 0.000 0.000 0.027 L2 104 167-84 167 A 1.663 0.000 0.000 0 000 0 000 0 000 B 0 000 0.000 7 400 0000 0.087 C 0 000 0.000 0.000 0.000 0.043 1.3 84 167-60 000 A 1.621 0.000 0.000 0 000 0.000 0 000 B 0 000 0000 8 743 0.000 0.101 C 0 000 0.000 0.000 0.000 0.052 L4 60 000-30.500 A 1.547 0 000 0000 0 000 0 000 0.000 B 0 000 0000 10.672 0.000 0.123 C 0.000 0.000 0 000 0.000 0 064 tnxTower .ob Page 104468 001.01 0002 -Slimline 1.1 @ 140mph 4 of 15 B+TGroup Project Date I 717 S Boulder Are. Suire JOO 104468 001 01 09:48 33 05/12/16 Tulsa, en: 7../119 Client Designed by /'hone: (9/8) 587--1630 Mobilitie bsevier !->Lr (9181 ]95-f/]65 Tower Tower Face fee ,h A,. C1A1 Cvt1 rVeight Sec11on Eleralmn u, Thickness In Face Ou/ Van: ___ _Ji__ l.e m ,.-,.· Jj //2 K ---.. ' ---·--· ---LS 30 500-0 750 A 1389 ().000 0 000 0000 0.000 0000 H 0000 0.000 10.321 0 000 0 I 15 C 0.000 0.000 0000 0.000 0 065 Feed Line Center of Pressure Section 1-;/evation CP, CP1. CP, CP1 la Ice I m ,n ,n in Ll l 10.417-104 167 0046 -0027 0.258 -0 149 1.2 104 167-84 167 2.154 -1.244 2.154 -1.244 L) 84. 167-60.000 0 048 -0 028 0380 -0.219 L4 60.000-30.500 0 048 -0.028 0.387 -0.223 LS JO 500-0 750 0.048 -0 028 0.380 -0.219 Shielding Factor Ka Tower Feed Line Description Feed Lme K" K" Section Reco,·d /1/0. Se"mem Eftv. .\"o Jee Ice I.I 8 Safety Line 3/8 104. I 7 -1.0000 l 0000 110 17 L2 8 Safety Linc 3/8 8417-104.17 10000 1.0000 L3 8 Safety Line 3/8 60.00 -84. l 7 1.0000 1.0llOO L4 8 Safeh, Line 3/8 30.50 -60.00 1.0000 I 0000 Discrete Tower Loads Descnplwn Face Offset Q{f~ets: ."bmuth Placemem C.1A 1 C.vf I Weight or Type Hor= Adjustmem From Side Leg lau:ral J"ert ft ft ft' ft' K ft ------ Lightning Rod l/2"x3' C None 0.000 12 l.500 No Ice 0. 150 0.150 0.015 (Pl 1/2" Ice 0.460 0.460 0.0!7 I" Jee O 648 0.648 0 021 ******* 20' x 44" TM[ Canister C None 0000 104 167 -Noke 66000 66 000 1 500 (P) 84 167 1/2" Ice 67 780 67 780 2 038 I" ke 69.560 69.560 2 576 6.25' x 54" MW Canister C None 0.000 I 10.417 -No Ice 25 313 25 313 1 500 (Pl 104.!67 1/2" Ice 25 781 25.781 2.038 l" Ice 26.249 26 249 2 576 tnxTower oOb Page 104468001 01.0002-Slimline 1.1@ 140mph 5 of 15 B+T Gro11p Project Date 17 ! 7 S B011fdcr, lre. Smte 300 104468 001 01 09:48 33 05/12/16 fofsa. OK 7./1/9 Client Designed by Phone.· /t;/8) 587-./63() Mobilitie bsevier FAX (918J 295-0265 Descriplron Face 0.{/Set Ojjie1s: ,1::imurh Placement C1A1 CiA, W"eight or Type !for= Adjustment r·ronl Side J.eg la/era! /"ert ft ft ft' ft' K Ji I l 5" x 36" KMW Antenna C None 0000 l 15.208 No Ice 23 IJOO 23 000 0 529 Canister 1/2" lee 23.640 23.640 0.704 (Pl 1" lee 24 280 24.2XO 0 879 ·-· 2500 MHz FILTER A From Leg 0.500 0.000 102.167 Noke 2208 1.643 0.044 (Pi 0.000 1/2" lee 2 787 2 217 0066 0 000 1" ke 3258 2.669 0.091 2500 MHz FILTER B From Leg 0.500 0.000 102. 167 No Ice 2 208 1 643 0 044 !Pi 0 000 1/2" lee 2 787 2217 0.066 0.000 1" Ice 3 258 2 669 0 091 2500 MHz FILTER C From I.eg 0 500 O 000 102 167 No Ice 2 208 1 643 0 044 IP) 0.000 1/2" lee 2.787 2217 0.066 0 000 l" Ice 3 258 2 669 0 09) ·-· 2500 Ml-11.: RRU A From Leg 0.500 0.000 99.667 No Ice 5 305 2.883 0 088 IP) 0 000 1/2" lee 5 915 3.589 0 128 0.000 I" Ice 6.447 4.171 0 174 2500 MHz RRU 8 From Leg 0 500 () ()()() 99.667 No Ice 5 305 2 883 0 088 IP) 0 000 1/2" lee 5 915 3 589 0 128 0.000 1" ke 6.447 4.171 0 174 2500 Ml IL RRU C horn Leg 0.500 0.000 99.667 No Ice 5.305 2.883 0 088 (Pl 0 000 1 /2" Ice 5 915 3 589 0 128 0 000 I" Ice 6.447 4.171 0 174 ·-· 800 MHz FIL TFR A From Leg 0 500 0 000 97 167 No Ice I 644 1.820 0.082 !Pl 0.000 1/2" lee 2.174 2411 0 102 0 000 1" Ice 2.598 2 880 0 125 800 MHz FILTER 8 From Leg 0.500 0.000 97 167 Noice 1.644 1.820 0.082 IP) 0.000 1/2" Ice 2 174 2 41 l 0 102 0 000 1" Ice 2.598 2880 0. 125 800 MHz FILTER C From Leg 0.500 0.000 97.167 Noke 1 644 1.820 0 082 (Pl O 000 1 /2" Ice 2 174 2 411 0 102 0.000 I" ke 2.598 2 880 0 125 ·-· 800 MH7 RRU A From Leg 0 500 0 000 95 167 No Ice 2 994 4120 0.075 (Pi 0.000 112" ke 3.56[ 4.841 0. 113 0 000 1" Ice 4.039 5 439 0 156 800 MHz RRU 8 From Leg 0.500 0.000 95.167 Noke 2.994 4. 120 0.075 IP) 0 000 1/2" Ice 3 561 4 841 0 lll 0 000 I" Ice 4 039 5.439 0.156 800 MIiz RRU C From Leg 0.500 0.000 95.167 No lee 2.994 4.120 0.075 IP) 0.000 1/2" Ice 3 561 4 841 0 113 0 000 1" lee 4 039 5.439 0. !56 ·-· 800 MH:i: FILTER A From Leg 0.500 0.000 93.167 No lee 1 644 1 820 0 082 (Pi 0.000 l/2"Ice 2.174 2.41 l 0 102 0.000 1" Ice 2.598 2 880 0.125 800 MHz FILTER 8 From Leg 0500 0000 93.167 Noice !.644 1.820 0.082 IP) 0.000 1/2" Ice 2.174 2 411 0 102 0 000 1" Ice 2.598 2 880 0.125 800 MIiz FlLTER C From Leg 0.500 0.000 93.167 Noke 1644 1.820 0.082 (Pl (l.000 1/2" Ice 2 174 2 411 0 102 0000 1" Ice 2 598 2 880 0 125 ·-· 800 Mf-17 RRU A From I.cg 0.500 0.000 90 667 No Ice 2 994 4.120 0 075 (Pi 0.000 1/2" lee 3.561 4.841 0.113 0.000 1" Ice 4 039 5 439 0 156 tnxTower """ B+TGroup Project / 717 S Boulder Al'e. 5}uite 30(} Tulsa. Of..: ?.II /9 Client /'hum:: (918J 587--1630 FA.\"." (l/l8J 295-0265 Description Face OjfSet o, Type J,eg ---------· 800 MHz RRU B From Leg (P) 800 MHz RRU C From Leg (P) ·-· l 900 MJ-IL RRU I\ From Leg IP) l 900 Ml lz RRU B From Leg (P) 1900 MHz RRlJ C From I.cg (P) '-' PPC' Cabinet C From Leg IP) ... Electric Meter C From Leg (P) Description Face D1sh OJ]Ser or Type Leg '" 3' Microwave Dish A Paraboloid w/o Antenna Radome (P) 3' Microwave Dish B Parnboloid w/o Comb ,Vu. I 2 3 4 5 6 7 Antenna Radome (P) '-' Dead Only 1.2 Dead+ 1.6 Wind O deg -No Ice 0.9 Dead+l.6 WmdOdeg-No Ice 1.2 Dead+ 1.6 Wind 30 deg -No Ice 0 9 Dead+ l.6 Wind JO deg -No lee 1 2 Dead+ l .6 Wind 60 deg -No Ice 0 9 Dead+l.6 Wmd 60 deg-No lee Type From Face From Face Page 104468 001.01 0002 -Slimline 1.1 @ 140mph 6 of 15 Date 104468.001.01 09:48 33 05/12/16 Mobilitie Designed by bsevier Offiets: A::imuth /'lace-men/ C'1A I Cd1 Weight !for= Adjustment rrom .'i'1de La/era! l'ert /i Ji Ji' Ji K Ji i 0.500 0.000 90.667 Kuke 2.994 4.120 0 075 ()_()()() 1/2" Ice 3 561 4 841 0 113 0.000 I" ke 4 039 5.439 0.156 0.500 O 000 90.667 No Ice 2 994 4120 0.075 0.000 \/2" Ice 3561 4.841 0.113 0000 l" Ice 4 039 5 439 0.156 0.500 0.000 88.167 :\Jo Ice 4 548 4 332 0 082 0 000 1/2" Ice 5. 145 5.070 0. 128 0.000 I" Ice 5 662 5 685 0 179 0 500 ()_()()() 88.167 No Ice 4.548 4 332 0 082 0 000 l/2" Ice 5.145 5.070 0.128 0 000 1" Ice 5 662 5.685 0 179 0 500 0 000 88 167 No Ice 4.548 4.332 0.082 0000 !/2" ke 5.145 5.070 0.128 0 000 1" Ice 5.662 5 685 0 179 2 000 0 000 4.500 No lee 7.778 3.927 0.200 0 000 I /2" Ice 8.303 4.395 0.267 0 000 l'' Ice 8.827 4.863 0.334 1.000 0 000 2.250 No Ice I 329 0599 0.050 0000 !/2" Jee 1.550 0.791 0.067 0.000 I" Ice 1.771 0.983 0084 Dishes Offsets A=1mu1h JdB Elem/ion Outside Aperture Weight !for= Adjustment Beam Diameter Area l.ateral Width i·er, ft_ __ ft' K ... -··-·--- 1.500 0.000 107.167 No Ice 0.000 0 051 0 000 1 /2" lee 0.000 0.089 0 000 I" ke 0 000 0 128 1 500 0.000 107 !67 No Ice 0 000 0 051 0 000 1/2" ke 0.000 0 089 0.000 I" kc 0 000 0 128 Load Combinations Descnp11on Comb. A .. o. g 9 10 11 12 ll 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Section •Vo. LI L2 Job tnxTower 104468.001.01.0002-Slimline 1.1 @140mph B+TGroup Project I? 17 S Rou/der .,J,·e. Suife ]()() Tulsa. OK 7-JJ 19 Client Phone.-(1/IHJ 5H?-./6J() F·IX: (9/8; 195-0]65 1.2 Dead+ 1 6 Wind 90 deg-No lee 0.9 Dead+ 1.6 Wind 90 deg-No lee 1.2 Dead+ 1 6 Wind 120 deg -No Ice 0.9 Dead+ 1.6 Wind 120 deg -No Ice 1.2 Dead+l 6 Wind 150 deg-Noke 0.9 Dead+ 1.6 Wind 150 deg-No Ice 1.2 Dead+ 1 6 Wind 180 deg -No Ice 0.9 Dead+ 1.6 Wind 180 deg -No Ice 1.2 Dead+ 1.6 Wind 210 deg-No Ice 0.9 Dead+ 1.6 Wind 210 deg -No Ice 1 2 Dead+l.6 Wind240deg-Noke 0.9 Dead+ 1.6 Wind 240 deg -No lee 1.2 Dead+\ 6 \.Vind270deg-No Ice 0.9 Dead+ 1.6 Wind 270 deg-No lee l 2 lJead+l 6 Wmd300dcg-No Ice 09Dcad+l 6 Wmd 300deg-No Ice !.2 Dead~ l.6 Wind 330 deg-No Ice 0.9 Uead-l.6 Wmd 330 deg -No lee 1 2 Dead+ !.O lee+ 1.0 Temp I 2 Dead+ l.O Wind O deg+ 1.0 Ice+ 1 0 Temp 1 2 Dcad+I .O Wind 30 deg+ 1.0 lee+ l.O Temp 1 2 Dead+ l.O Wind 60 deg+ 1.0 ke+I .O Temp 1.2 Dead+l.O Wmd 90 deg+ 1 0 lce+I .O Temp 12Dead+l.0Wind 120deg•l.Oke+l.0Temp 1.2 Dead+ l.O Wind 150 deg+ l.O Ice+ I O Temp I 2 Dead+I.O Wmd 180 deg+! 0 lce+l O Temp 1.2 Dead+ 1.0 Wind 2 l O deg+ LO Ice+ 1.0 Temp 1.2 Dead+ 1.0 Wmd 240 deg+ 1 0 Ice+ l O Temp 1.2 Dead+ 1.0 Wind 270 deg+ l.O lee +-1.0 Temp 1.2 Dead+ 1.0 Wind 300 deg+ l.O Ice+ 1.0 l"emp 1.2 Dead+ 1.0 Wind 330 deg+ 1.0 Ice+ I O Temp Dead+Wind O deg -Service Dead+Wind 30 deg-Service Dead+Wind 6U deg -Service Dead+Wind 90 deg -Ser\·ice Dead+Wind 120 deg -Service Dead+Wind 150 deg -Service Dead+Wind 180 deg -Service Dead+Wind 210 deg -Service Dead+Wind 240 deg-Service Dead+Wind 270 deg -Service Dcad+Wind 300 deg -Semce Dead+Wind 330 de, -Service 104468 001.01 Mobilitie Descripr,011 Maximum Member Forces Eleratiun fr 110417- 104 167 104 167 - 84.167 Component Type Pole Pole Condition Max Tension Max. Comprcss10n Max. Mx Max. My Max. Vy Max Vx Max. Torque Max Tension 001' A.,ial Ala;or Axis load Moment Comb K lae.f!. I 0.000 0.000 26 -5 778 -0.009 8 -2.533 -38.253 2 -2.532 -0 000 8 5.745 -38 253 2 -5.745 -0000 20 I 0.000 0.000 Page 7 of 15 Date 0948 33 05/12/16 Designed by bsevier MmorA:<rs Momem kie:!J. 0.000 0.362 0 114 38 367 0.114 38 367 -0.003 0.000 tnxTower JOb B+TGroup Project 17 J 7 S R011fde1· ..l1·e. S1111e 3()() Tulsa. OJ.: 7-1/19 Client Phone: 19115) 5.J/7-..JfiJ() FAX: (918) 295-0.:!65 Section No Elel'afion ft Component Jjpe Ll 84.167 -60 Pole L4 60 -30.5 Pole LS 30 5-0.75 Pole Location Conditio11 Go\". l,oad Comb. Pole Max Vert 26 Max K 20 Max. II, 2 Max M, 2 Max. M, 8 Ma'{. T ors1on 25 Mm. Vert 25 Min. ll, 8 Mm H, 14 Mm.M, 14 Min. M, 20 Min. Torsion 13 Page 104468 001 01.0002 -Slimline 1.1 @ 140mph 8 of 15 Date 104468 001.01 09:48:33 05/12/16 Designed by Mobilitie bsevier Condition Ciol'. Axial \,/ajorA:.is .\linvr Axis Load !•4oment Moment Comb. K kip-Ii k1µ{1 Max. Compression 26 -17 )78 -0.072 0 399 Max. Mx 8 -8 380 -225 363 0 118 Max My 2 -8380 -0 004 225 476 Max. Vy 8 12 989 -ns 363 0.118 \fax. Vx 2 -12.989 -0.004 225 476 Max. Torque 20 .QOOJ Max Tension I 0.000 0.000 0000 Ma\.. Comprt"ssion 26 -20 360 -0.170 0.455 !\ttax_ Mx 8 -9 981 -513497 0.123 Max. My 2 -9 981 -0.010 513 609 Max Vy 20 -16.353 513476 0.122 Max Vx 2 -16.353 -0.010 513 609 Max. Torque 20 -0003 Max Tension I 0.000 0.000 0.000 Max Compression 26 -26.585 -0.328 0546 Max Mx 8 -13.996 -1059.920 0.129 Max My 2 -13.996 -0.019 1060 019 Max. Vy 20 -21 305 I 059 879 0.129 Max Vx 2 -21 305 -0 019 1060.029 Max. Ton,1ue 20 -0 003 \itax Tension 0 000 0000 0.000 Max Compression 26 -39.500 1.018 -0 231 Mux. Mx 20 -24 195 1897.483 -0 872 Ma"' My 14 -24 195 IJ65 -1896.437 Max. Vy 20 -27.180 1897.483 -0 872 Max. Vx 14 27.016 1 365 -1896437 Max Torque 25 1.159 Maximum Reactions f "ertical Hori=onral, X Hori=ontal. Z K K ,· 39 500 0.000 0.000 24.209 27.167 -0 141 24 209 -0.141 27.004 1895.652 -0.141 27 004 1895.7[5 -27 167 0 141 1 159 13 461 23.315 18.157 13.46] 23.315 24 209 -27 167 0 141 24 209 0.!41 -27.004 -1896437 0.141 -27.004 -1897 483 27.167 -0.141 -I 159 -ll.461 -23.315 Tower Mast Reaction Summary Load Combination Dead Only 1.2 Dead+ 1.6 Wind O deg -l\o Ice 0.9 Dead+ 1.6 Wind O deg-No l'ertirnl K 20 174 24 209 18 157 Shear" Shear0 K K 0 000 0000 0 141 -27 004 0 141 -27.004 (h-erturmng Overrurnmg Torque Afomem. M,. A-foment. JI, kp_ft_ k1p-/l kip-ft 0330 0.736 0.000 -1895.652 0.404 -1.004 -1886 293 0.18) -1.004 tnxTower Job Page 104468.001.01.0002 -Slimline 1.1@ 140mph 9 of 15 B+TGroup Project Date 17 / 7 5,' Boulder Are. Swle JO() 104468.001.01 09:48:33 05/12/16 Tulsa. OK 7.// 19 Client Designed by Phone.-(918) 587-./630 Mobilitie bsevier fA.\': (9/8) 2Y5-0265 J,oad I 'emcaf Shear, Shear O,·errrwning Ow:rtunring Torque Combinatron Moment. ,lo,,/, .Homen!. J1, K K K kt -i kr -r ki >:f!.___ ---·-··-·----···"------------ Ice l 2 Oead+ l .6 Wind 30 deg -No 24 209 13 706 -23.457 -1641 871 -947.83 I -0.58 I Ice 0.9 Dead+ 1.6 Wind 30 deg -No 18.157 13 706 -23.457 -1633779 -943 324 -0.58[ Ice l .2 Dead+ 1.6 Wind 60 deg -No 24.209 23.598 -13.624 -948_()46 -1641.859 -0 002 Ice 0.9 Dead f· 1.6 Wind 60 deg -No 18.157 23.598 -13.624 -943.415 -1633.891 -0 002 Ice 1.2 Dead+ 1.6 Wind 90 deg -No 24.209 27.167 -0.141 -0088 -1895.715 0 577 Ice 0.9 Dead+ 1.6 Wind 90 deg -No 18.157 27.167 -0.141 -0.185 -1886 480 0 578 Ice 1 .2 Dead+ 1 6 Wind 120 deg -24 209 23 457 13379 947.999 -1641379 l.002 No lee 0.9 Dead+ 1.6 Wind 120 deg-18 157 23 457 13 379 943.173 -!633.411 1.003 ~o Ice 1.2 Dead+ 1.6 Wind 150 deg -24.209 13 46! 23 315 1642 175 -947 000 158 No Ice 0.9Dead+ 1.6Wind 150dcg-18.157 l 3.46 l 23.3 [5 1633 889 -942 493 159 Nuke 1.2Dead+l 6Wind 180deg-24 209 -0 14[ 27 004 1896.437 1.364 1.004 Noke 0.9 lJead+ 1.6 Wind 180 deg -18.157 -0 141 27 004 1886 884 1143 1.004 :'Jo Ice 1.2 Dead+ 1.6 Wind 210 deg-24.209 -13.706 23.457 1642.656 949 600 0 581 Noice 0.9 Dead+ 1.6 Wind 210 deg -l&.157 -13 706 23.457 1634.369 944.651 0.581 No lee 1.2 Dead+ 1.6 Wind 240 deg -24.209 -23 598 13 624 948 830 1643 628 0.002 1-,;o Ice 0.9 Dead+ 1.6 Wind 240 deg -18.157 -23 598 13 624 944 005 1635217 0.002 J',.;o kc 1.2 Dead+ 1.6 Wind 270 deg -24.209 -27.167 0 141 0 872 1 897 483 -0.577 No Ice 0.9 Dead+ 1.6 Wind 270 deg -18.157 -27 167 0.141 0.775 1887.806 -0.578 Nuke 1.2 Dead+ 1 6 Wind 300 deg -24.209 -23 457 -13.379 -947.215 1643.148 -1.002 No Ice 0.9 Dead+ 1.6 Wind 300 deg -18.157 -23 457 -13 379 -942 584 1634 737 -1.003 No Ice 1.2 Dead+ 1.6 Wind 330 deg -24.209 -13 461 -23 315 -1641.391 948 768 -I 158 No Ice 0.9 Dead+ 1.6 Wind 330 deg -18.157 -13 461 -23.315 -1633299 943 819 -I 159 No Ice 1.2 Dead+l.O lce+I.OTemp 39.500 0 000 0 000 0 231 1.018 0.000 1.2 Dead+ 1.0 Wind O deg+ 1.0 39.500 0004 -1 234 -78 295 0 986 -0 039 Ice+ 1.0 Temp 1.2 Dead+ 1.0 Wind 30 deg+ 1.0 39.500 0.623 -1.071 -67.787 -38.264 -0.022 Jce+l.OTemp 1.2 Dead+ 1.0 Wind 60 deg +-1.0 39.500 1.075 -0.621 -39 064 -66.992 -0 000 lee+ l .0 Temp 1.2 Ocad+ 1.0 Wind 90 deg+ 1.0 39500 I 239 -0 004 0 178 -77.503 0.022 Ice+ 1.0 Temp 1.2 Dead+ 1.0 Wind 120 39.500 1 071 0.613 39 423 -66 978 0038 deg+ 1 O Ice+ 1.0 Temp 1.2 Dead~ 1.0 Wind 150 39.500 0.616 1.067 68 156 -38 239 0.044 deg+ l O Ice+ 1.0 Temp l .2 Dead+ 1.0 Wind l 80 39.500 -0 004 1.234 78.678 l 015 0.039 deg+l O Jce+l.OTemp 1.2 Dead+ 1.0 Wind 210 39 500 -0 623 1.071 68.170 40.264 0.022 tnxTower JOb Page 104468.001.01 0002-Slimline 1.1@ 140mph 100115 B+TGroup Project Date J 7 I 7 S 8011/der Ave. Su11e JOO 104468 001.01 0948:33 05/12/16 Tulsa. OK 7./ ! 19 Client Designed by Pl1one: (9/8) 587-..J630 Mobilitie bsevier I-AX: (918) 2'}5-0265 load i ·errical Shear0 Shear0 O\·erturnmg Ovenuming Torque Combmauon ,/,,,foment. ,\f... .Uoment. Jfc K K K kip-Ii !LJpji hip-jj__________ ····--·--------·- deg+l.Olce+l OTemp I 2 Dead+l O Wind 240 39 500 -1 075 0.621 39 448 68.993 0.000 deg+ 1.0 lee+ 1.0 Temp I 2 Dead+ I O Wind 270 39 500 -1 239 0004 0.206 79.503 -0.022 deg+ 1.0 lee+! .0 Temp ! 2 Dead+l .0 Wind 300 39 500 -] 071 -0.613 -39 039 68 979 -0.038 deg+ 1.0 Ice+ t .0 Temp l .2 Dead+ 1.0 Wind 330 39.500 -0.616 -1 067 -67 772 40 240 -0044 deg+ 1 0 Jee+ l .O Temp Dead+Wind O deg -Service 20.174 0.015 -2.783 -194894 O 688 -0 103 LJead+Wind 30 deg-Service 20 174 l 412 -2.4 I 7 -168 764 -96. 945 -0.060 Dead+Wind 60 deg-Service 20.174 2.432 -1.404 -97.326 -168 401 -0 000 Dead+Wind 90 deg-Service 20 174 2 800 -0015 0 278 -194 541 0.059 Dead+Wind 120 deg -Service 20.174 2 417 1379 97 895 -168354 0.103 Dead-f Wind I 50 deg -Service 20.174 I 387 2 403 169 369 -96.859 0 119 Dcad+Wind 180 deg -Service 20 174 -0 015 2 783 195.548 0.786 0.103 Dead+ Wind 2 ! 0 deg -Service 20.174 -1 412 2.417 169.418 98 419 0 060 Dead+Wind 240 deg-Service 20 174 -2 432 1 404 97 980 169 877 0.000 Dcad+Wind 270 deg -Service 20 174 -2 800 0 015 0.376 196.015 -0 059 Dead+Wind 300 deg-Service 20.174 -2 417 -1 379 -97 24! 169 828 -0 103 Dcad+Wmd 330 deg-Service 20.174 -1 387 -2 403 -168 715 98.333 -0.119 Solution Summary Sum of Applied Forces Sum ofReac!ions Load PX PY PZ PX PY PZ % t:rror Comb. K K K K K K ~--------~------~ ------ I 0 000 -20 174 0 000 0 000 20. 174 0.000 0.000% 2 0. 141 -24.209 -27.004 -0.14! 24 209 27 004 0.000% 3 0 141 -18.157 -27 004 -0 141 18 157 27 004 0.000% 4 13.706 -24 209 -23.457 -13.706 24.209 23.457 0.000% 5 13.706 -18.157 -23.457 -13.706 18 157 23 457 0.000% 6 23.598 -24.209 -13.624 -23.598 24 209 I J 624 0.000% 7 23.598 -18 157 -ll.624 -23.598 18.157 13 624 0.000% 8 27. [67 -24 209 -0.141 -27.167 24 209 0 141 0.000% 9 27167 -18 157 -0 141 -27.167 18.157 0.141 0.000% 10 23.457 -24.209 13.379 -23.457 24 209 -13.379 0.000% II 23.457 -18 157 13.379 -23.457 18 157 -13.379 0.000% 12 13.461 -24 209 23.315 -13.461 24 209 -23.315 0.000% 13 13.461 -18 157 23.315 -13.461 18 157 -23.315 0.000% 14 -0.141 -24.209 27004 0 141 24.209 -27.004 0.000% 15 -0.!41 -18 !57 27.004 0.141 18. 157 -27.004 0.000% 16 -13.706 -24209 23.457 13 706 24 209 -23.457 0.000% 17 -13 706 -18 157 23.457 13706 18.157 -23.457 0.000% 18 -23.598 -24.209 13.624 23 598 24 209 -13.624 0.000% 19 -23 598 -18 157 13 624 23 598 18 157 -13.624 0.000% 20 -27.167 -24 209 0.141 27.167 24209 -0 141 0.000% 21 -27.167 -18 157 0 14 ! 27. 167 18 157 -0 141 0.000% 22 -23.457 -24.209 -ll.379 23.457 24.209 13 379 0.000% 23 -23.457 -18.157 -13.379 23 457 18 157 13 379 0.000% 24 -lJ 461 -24 209 -23.315 13 461 24 209 23 315 0.000% 25 -ll.461 -18.157 -23.3 IS 13461 18 157 23 315 0.000% 26 0 000 -39.500 0 000 0.000 39 500 0 000 0.000% 27 0 004 -39.500 -I 234 -0 004 39.500 1.234 0.000% 28 0 623 -39.500 -l 071 -0 623 39 500 1.071 0000% 29 1 075 -39 500 -0 62! -1 075 39 500 0.621 0.000% JO I 239 -39 500 -0004 -1.239 39.500 0.004 0.000% Ji 1.071 -39 500 0.613 -1 071 39 500 -0 613 O.OOOS,'u tnxTower aob Page 104468 001 01.0002 -Slimline 1.1@ 140mph 11 of 15 B+TGroup Project Date 1717 S Boulder .,Jn' .. )'ui/e J(Jn 104468.001.01 09:48 33 05/12116 fu!.w. OK ?...Jl /9 Client Designed by !'hum. (918) 587"...J63() Mobilitie bsevier F~.L (9/8J :!95-0265 Sm11 of Applied Forces c".;um of Reactions /,nad PX P) PZ PX PY PZ % Error Comb. K K K K '-K 32 0 616 -39.500 1 067 -0 616 )9.500 -1.067 0 000% JJ -0.004 -39.500 1234 0.004 39 500 -1.234 0 000% 34 -0 623 -39.500 1071 0 623 )9 500 -1.071 0.000% )5 -1075 -39.500 0621 1.075 39 500 -0.621 0 000% 36 -1.239 -39 500 0.004 1 239 39 500 -0 004 0.000% 37 -I 071 -39 500 -0 613 1071 39.500 0.613 0000% 38 -0.616 -39.500 -l.067 0 616 39 500 I 067 0.000% 39 0 015 -20 174 -2.783 -0 015 20.174 2.783 0000% 40 1412 -20 174 -2.417 -1412 20.174 2 417 0000% 41 2 431 -20 174 -1.404 -2 432 20 174 1404 0.000% 42 2 800 -20 174 -0.015 -2.800 20.174 0 015 0.000% 43 2.417 -20 174 1 379 -2 417 20. 174 -I 379 0.000% 44 I 387 -20 174 2 403 -U87 20.174 -2.403 0.000% 45 -0.015 -20.174 2.783 0 015 20 174 -2 783 0.000% 46 -1.412 -20 174 2.417 1 412 20 174 -2.417 0.000% 47 -2 432 -20 174 1.404 2.432 20.174 -1 404 0.000% 48 -2.800 -20 174 0.015 2 800 20 !74 -0 015 0.000% 49 -2.417 -20 174 -U79 2 417 20.174 U79 0.000% 50 -1.387 -20.174 -2.403 U87 20.174 /.403 (l.000% Non-Linear Convergence Results load Comwged:} .i..·umher D1wlacement Force ( 'ombinauon of"C)•cles Tolerance Tulera11ce I Yes 4 0.00000001 0 00004151 2 Yes 4 0.00000001 0 0000870 I 3 Yes 4 0.00000001 0.00003850 4 Yes 5 0.0()()()()()()1 0 00026698 5 Yes 5 0.00000001 0 00011093 6 Yes 5 0.00000001 0.00026709 7 Yes 5 0.00000001 000011097 8 Yes 4 0 00000001 0 00008601 9 Yes 4 0.00000001 0 00003774 10 Yes 5 0.00000001 0 00026718 11 Yes 5 0 00000001 000011105 12 Yes 5 0.00000001 0.00026684 13 Yes 5 0.00000001 000011089 14 Yes 4 0.00000001 0 00008707 15 Yes 4 0.00000001 0 00003857 16 Yes 5 0.0000000 I 0.00026708 17 Yes 5 0.00000001 0 00011099 18 Yes 5 0 00000001 0 00026690 19 Yes 5 0.00000001 000011092 20 Yes 4 0 00000001 0 00008603 21 Yes 4 0.00000001 0.00003776 22 Yes 5 0.00000001 0 00026700 23 Yes 5 0 00000001 00001109) 24 Yes 5 0.00000001 0.0002674! 25 Yes 5 0 00000001 0.00011112 26 Yes 4 0.0000000 I 0.00000001 27 Yes 4 0 00000001 0 0003802! 28 Yes 4 0 00000001 0 00038248 29 Yes 4 0.00000001 0.00038104 30 Yes 4 0 00000001 000037613 JI Yes 4 0.00000001 0.00037396 32 Yes 4 0 00000001 0 ()()037049 tnxTower Job Page 104468 001 01 0002 -Slimline 1.1 @ 140mph 12 of 15 B+T Group Project Date 1717 .'i" Boulder Are. Surre JOO 104468.001.01 09:48:33 05112116 Tulsu. OK 7-1119 Client Designed by f'hnne: (Y/HJ 5H7--./f;J() Mobilitie bsevier FIX: (9/8) 295-0]65 33 Yts 4 0 00000001 0.00036643 )4 Yes 4 () ()()()()()(}()] 0 00036761 35 Yes 4 0.00000001 0.00036911 )6 Yes 4 0 00000001 0 00037062 37 Yes 4 0.00000001 0.00037627 )8 Yes 4 0 00000001 0 00037968 39 Yes 4 0 00000001 0.00001172 40 Yes 4 0.00000001 0.000027Jg 41 Yes 4 0.00000001 0.00002745 42 Yes 4 0 00000001 000001171 43 Yes 4 0.00000001 0.00002737 44 Yes 4 0 00000001 0 00002724 45 Yes 4 0.00000001 0.00001169 46 Yes 4 0 00000001 0 00002736 47 Yes 4 0.0000000 I 0.000027]0 48 Yes 4 0.00000001 0 00()01171 49 Yes 4 0.00000001 0 00002738 50 Yes 4 0 00000001 0.0000275 l Maximum Tower Deflections -Service Wind Section Elem/ion !for=. 001' Till Tw1sl Xo Deflec11on Load I in c·omh. LI 110.417-!04.167 5 077 39 0.458 0.000 L2 104167-84.167 4.500 39 0.4 I 6 0 000 LJ 84.167-60 2.945 39 0 349 0 000 L4 64.5 -30.5 I 671 50 0.262 0.000 L5 35 5-0.75 0.464 48 0. 119 0 000 Critical Deflections and Radius of Curvature -Service Wind Elevation Appurtenance Car Deflecrion Tilt "/'wist Radwsof Load Cunalun: _jL ___ Comb. ,n I ------· ·---· ----~--121.500 Lightning Rod l/2".x3' 39 5 077 0.458 0.000 10620 I !5.208 l 15" x 36" KMW Antenna Canister 39 5 077 0.458 0.000 10620 110 417 6 25' x 54" MW Canister 39 5.077 0458 () ()()() 10620 107292 6.25' x 54" MW Canister 39 4 784 0 436 0 000 10620 107.167 3' Microwave Dish Antenna 39 4.773 0 435 0 000 10620 104.167 20' x 44" TME Canister 39 4 500 0.416 0 000 9296 102 167 2500 MHz FILTER 39 4.324 0 406 0 000 8754 99 667 2500 MH7. RRU 39 4.113 0.394 0.000 9421 99 167 20' x 44" TME Canister 39 4.072 0.392 () ()()() 9650 97.167 800 MHz FlL TER 39 3.910 0 385 0.000 10697 95 167 800 MH;, RRU 39 3 753 0.379 0.000 12001 94.167 20' x 44" TM[ Canister 39 3 675 0 376 0 000 12779 93.167 800 MHz FILTER 39 3 599 0 373 0.000 [3665 90 667 800 MHz RRU 39 J.412 0 367 0 000 16532 89.167 20' x 44" TME Canister 39 3 302 0 363 0.000 [8912 88. 167 1900 MHz RRU 39 3.230 0.360 () ()()() 20897 84 167 20' x 44" TME Canister 39 2 945 0 349 0 000 28924 4.500 PPC Cabinet 48 0 027 0 011 0.000 76261 2.250 Electric Meter 48 0.0 I l 0 004 0.000 76261 tnxTower sob Page 104468.001.01 0002 -Slimline 1.1 @ 140mph 13 of 15 B+TGroup Project Date /7 !7 S Boulder .fre. Suite 30() 104468.001.01 0948:33 05/12/16 Tulsa. Of..: 7.JJ 19 Client Designed by Phone: (918) 587-./630 Mobilitie bsevier /<AX: (9/8) 295-0:!65 Maximum Tower Deflections -Design Wind Seel/on Elnar/011 Hor= Gov. Tilt Twist So. Deflection Load fr ,n Comb. LI 110.417-104.167 49.198 2 4.424 0.000 1.2 104167-84.167 43.624 2 4 026 0000 L) 84.167-60 28.572 2 3 383 0.000 1.4 645-305 !6.217 2 2 546 0000 LS 35.5 -0.75 4.508 20 1.155 0.000 Critical Deflections and Radius of Curvature -Design Wind Eleration Appurtenance Co,· Dejlec11on Tilt Twist Radiu.s of load Curvature ______ ji __ ~--('omh. "' r ....... ----.-·-·-· 121.500 Lightning Rod l/2"x3' 2 49 198 4.424 0.000 1129 115.208 115" x 36" KMW Antenna Canister 2 49 198 4.424 0 000 l 129 110417 6 25' x 54" MW Canister 2 49 198 4.424 0000 1129 107 292 6.25' x 54" MW Canister 2 46.375 4.215 0 000 1129 107.167 3' Microwave Dish Antenna 2 46 264 4207 0 000 1129 104 167 20' x 44" TMF. Canister 2 43 624 4026 0.000 988 102. 167 2500 MllL FILTER 2 41.930 3.925 0 ()()() 929 99 667 2500 MHz RRU 2 39 889 3 819 0 000 999 99 167 20' x 44" TME Canister 2 39 490 3800 0.000 1022 97 167 800 MHz FIL J'l::R ' 37 923 3 731 0 000 1132 95 167 800 MHz RRU 2 36 398 3671 0.000 1267 94 167 20' x 44" TME Canister 2 35.651 3.643 0 000 1348 93.167 800 MHz FILTER 2 34 912 3.617 0 000 1440 90.667 800 MHz RRIJ 2 33 100 3.554 0 000 1737 89 167 20' x 44" TME Canister 2 32 035 3.517 0.000 1982 88.167 1900 MHz RRU 2 31 333 3.492 0.000 2185 84.!67 20' x 44" TM!-: Canister 2 28 572 3 383 0.000 3019 4.500 PPC Cabinet 18 0.259 0.109 0 000 7856 2.250 Electric Meter 18 0 103 0 043 0000 7856 Compression Checks Pole Design Data Section Elemt10n Si:;e L L,. Kf:r A P,, ~P,. Ratio /Vo. P,. fl fl ft m.' K K t_i',,_ LI 110.417 -TP8.625x8.625x0.5 6.250 0.000 0.0 12.763 -2.532 574 322 0.004 104 167( I) L2 104.167 -TP30 .425x8.625x0.5 20.000 0.000 0.0 12.763 -2.542 1148.640 0.002 84.167 (21 L) 84167-60(31 TP34 05x30.425x0 188 24 167 0.000 0.0 19 751 -9.981 1184.280 0.008 L4 60-30.5 (41 TP38. I xJJx0.25 34.000 0.000 0.0 29.439 -13.996 1922 050 0.007 L5 305-075(5) TP42x36 85x0 5 34 750 0000 00 65 860 -24.195 4893110 0.005 tnxTower Job Page 104468 001 01 0002 -Slimline 1.1@ 140mph 14 of 15 B+TGroup Project Date 17 /7 S Boulder :-fre. Suite 300 104468.001.01 0948 33 05/12/16 Tulsa. OK 7.J/ 19 Client Designed by /'hone: (9/8; 587-./630 Mobilitie bsevier fA.L (9/NJ 295-0265 Pole Bending Design Data Section r;fel'atmn S1=e M.,., ~M .... Ratio AI,., oM.,, Ra1io i'>o. .~'f,,c Af,., Ji kip-ft kip-ft ~1\1," kip-ft kip-}( ______ .Mm LI 110.417-l"P8.625x8 625x0.5 38 367 123 93b 0 l 10 0.000 123 936 0.000 104 167(1) L2 104.167 -rP30 425x8 625x0.5 38.367 247.871 0. 155 0.000 247 871 0 000 84 167 (2) Ll 84.167 -60 (3) J'P34.05x30.425x0. l 88 513 609 809 980 0.634 0.000 809.980 0 000 1.4 60-305(4) TP38.1x33x0.25 I 060.025 1467.958 0 722 0.000 1467 958 0.000 LS 305-0 75 (5) TP42x36.85x0.5 1897.842 4158 375 0 456 0.000 4158.375 0 000 Pole Shear Design Data Secuon Uevanon Si=e Actrwl .,-.. Rano Acwaf ,,;, Ratio .Vo 1·,, "" T., 1;, ft K K ---kip-ft kip~ft --- ,i,v .. _ •T., LI 110 417-TP8.625x8.625x0.5 5.745 287.161 0.020 0 000 183 854 0.000 104 167 (II L2 104 167 -TP30.425x8 625x0 5 6 097 651370 0.009 0 000 36 7 708 0 000 84 167 (2) Ll 84167-60(3) TP34 05x30 425xl) 188 16 353 592 139 0.028 0.000 1621.942 0.000 1.4 60-305(4) TP38 I x33x0.25 21.305 961.()25 0.022 0.000 2939.508 0.000 LS 30 5 -0.75 (5) TP4h36.85x0.5 27 261 2446 550 0011 0.002 8326.925 0.000 Pole Interaction Design Data Section Elem11on Ratio Ratio Ra1in Ra11n Ratro Comb. AUow. Crileria No. P., M.,, Mm 1·., T., Stres.s Slre.u ft ~PL_ •Mm .,\!,,, .,:, ~T,, Ratio Ratiu LI ! 10.417 -0 004 0 310 0.000 0.020 0.000 0.314 1.000 --482 v' 104167(1) v' L2 104.167-0.002 {l.l 55 0 000 0.009 0000 0.157 1.000 4_s.2 v' 84.167(2) v' IJ 84.167-60(3) 0 008 0.634 0.000 0.028 0.000 0 643 1 000 482 v' v' L4 60-30.5 (4) 0.007 0.722 0 000 0.022 0000 0.730 1.000 4s2 v' v' 1.5 30.5 -0 75 (5) 0 005 0.456 0.000 0.011 0000 0 461 1000 482 v' v' tnxTower aob Page 104468001010002-Slimline 1.1@ 140mph 15 of 15 B+TGroup Project Date 17 !7 S Roulder .-Ive. Suitt 30() 104468.001.01 09:48:33 05/12/16 Tulsa. OK 7-Jl 19 Client Deslgned by Phone: (9/NJ 587-./fd() Mobilitie bsevier FAX: (9/8) 295-0265 Section Capacity Table Section Ele\1/Jtton Component Si::e Criticcrl p oP,,11,,,. % Pass So. ft TJpe J:'/ement K K Capacny Fail ·-----·----·-----·-----~- LI 110.417-Pole TP8.625x8.625x0.5 -2 532 574.322 31 4 Pass 104.167 L2 104 167 -84 167 Pole TPJ0.425x8.625x0. 5 2 -2.542 1148.640 15 7 Pass L3 84167-60 Pole TP34.05x30 425x0.188 l -9 981 1184 280 64) Pass L4 60-305 Pole TP38. lxJJx0.25 4 -13.996 1922 050 73 0 Pass LS 305-0.75 Pole TP42x36.85x0.5 5 -24 195 4893 110 79.1 Pass Summary Polc(IA) 79 I Pass RATING-79.1 Pass Progrnm Version 7.0.5 I -2/!/2016 ;\ " " I i ~ I C i ·I~ . . j 0 iii ~ ~ '-~-~- 1104 fl ~ ~ ~ : ~ ! : "'' " " " ' " 00 " " I" i 104 2 fl " ~I~~.,,'~ ffilffi ffi -1;. I 84 2fl ·, @:1 @:: • ~I!· g ;: '~ 1: a g ~ r ~I~ LL~ i~l ,vl ! I ' DESIGNED APPURTENANCE LOADING TYPE ~-~LEVATION I ___ ~T~Y~P~E~---~E=LE_V_A_T_l~O_N~ . Lightning_ Rod 1.'2"x3' (E) ] 121 5 80Q_ MHl FILTEi3 (P) 97 167 [ P-De_~ _ _____ , 120 8__()_1:l_~~z ~ILTER (Pl 97 167 _ 11~" x36" KMW Antenna Can,s1er (P) . 115207 BOO MHz RRU (P) 95 167 6 25' x 54" MW Canister (P) '3· Microwave Dish Alltenrias 3' M1crowa~e Dish Antennas 20' x 44·· TME Canis1er (P) _ 2500 MHz FILTER IP) 2500 MHz FILTER jPJ 2500 MHz FILTER [P) • 110 417 · 104 167 BOO MH;,c RRU (P) 95 167 107 167 107 167 800 MHz RRU (P) 95 167 BOO MHz FILTER {P) 93 167 ------ 104 167-84 167 BOO MHz FILTER {P) 1~? ~-"-------~_op_~~z FILT~(£') 102 167 BOO MHz RRU {Pl 102.167 BOOMHzRRU{P} 93 167 ---+93167 90 667 90 667 2500 MHz RRU (P') ______ _ _ 99.667 __ BDO MHz RRU (P) ~~-~7 ------- 2500 MHz RRU (P) 2500 MHz RRU (P) ----------- 99667 1900MHzRRU:P) @667 ___ 1900MHiRRU(P) 800 MHz FILTER (P) !97167 1900MH,:RRU(P) MATERIAL STRENGTH I GRADE I Fy "-"~'-F_" ___ ,~A~::~RA--~~J~ A572-50 50 Ju;j 1. TOWER DESIGN NOTES Tower designed for Exposure C to the TIA-222-G Standard 168 167 :68167 188 167 Fy Fu 58 ksi 2. Tower designed for a 140 mph basic wind in accordance with the TIA-222-G Standard 3. Tower is also designed for a 30 mph basic wind with 0.75 in ice. Ice is considered to increase in thickness with height. 4 5 6 7 Deflections are based upon a 60 mph wind Tower Structure Class II Topographic Category 1 with Crest Height of 0.000 ft TOWER RATING: 78.1% ALL REACTIONS ARE FACTORED MAX. CORNER REACTIONS AT BASE DOWN· 157K SHEAR: 4K UPLIFT: -152 K SHEAR: 5K SHEAR OK. AXIAL 18K ,J MOMENT , 7 l<ip-ft TORQUE O kip-ft 30 mph WIND -0. 750 in ICE AXIAL BK SHEAR./ 10 K .J MOMENT , 200 kip-ft TORQUE O kip-ft REACTIONS -140 mph WIND B+ T Group " Mobilitie 120' Stealth Monopole -Lattice Sttuctu 1717 S Boulder Ave, Suite 300 ~c1: 1044(;8.001.01 B•T Tulsa, OK 74119 Clienl Crawn Castle Phone: (918) 587-4630 Code TIA-222-G FAX: (918\ 295-0265 Path Draw"n~sevi;;:- ! Dale: 05/18/16 App"d 1sc.a1e NTS 1 DHg No. E-l 15.000 Plot Plan Total Area -0.02 Acres Base Ele'F!l4.157 H -------·--·-----------·. -·-··------·-----' ' B+T. p 7~ 750 ,.-- 1.500 31 500 15 000 B+ T Group 00 Mobilitie 120' Stealth Monopole -Lattice Structu 1717 S Boulder Ave, Suite 300 Proiect 104468.001.01 Tulsa, OK 74119 ci;en1 Crown Castle Phone: (918) 587-4630 coc1e TIA-222-G FAX: f918) 295-0265 Path. or8wn by bsevier 1 Dale· 05/18/16 r~---- 1Scale NTS :owg No. E-2 Leg Capacity 250 110 417 104.167 !14 167 250 200 200 TIA-222-G -140 mph/30 mph 0.750 in Ice Exposure C Leg Compression (K) mo I i :J •. . ' f "' "" I I 50 <-Minimum -0 Maximum-> -50 l ~! \I l 50 ~-Minimum -0 Max,mum -"" -50 -100 -100 ~. ~ . I -150 -150 -200 -200 -250 11() 417 104 167 84 167 -250 B+T Group '"" Mobilitie 120' Stealth Monopole -Lattice Structu 1717 S Boulder Ave, Suite 300 Project 104468.001.01 Tulsa OK 74119 Clien1 Crown Castle Phone: (918) 587-4630 cooe TIA-222-G FAX: '918' 295-0265 Path B+T, orawn by. bSe~i;;-~ oa1e·o5/18/16 iscale NTS 0 Dwg No E-3 g C 0 ~ 1i w ---Vx 10416~ i 84 16 , TIA-222-G -140 mph/30 mph 0.750 in Ice Exoosure C Maximum Values -Vz ---Mx Mz Global Mast Shear (K) Global Mast Moment (kip-ft) ' " " 50 100 150 \ 1()4.167 I I i \ I r4.167 " " 50 mo '" '" B+ T Group ob, Mobilitie 120' Stealth Monopole -Lattice Structu 1717 s Boulder Ave Suite 300 Proiec-1.104468.001.01 Tulsa, OK 74119 Client Cro~~-c~;-- Phone: (918) 587-4630 FAX. /9181295-0265 Code TIA-222-G Pat~ Drawn D)': bsevier j Dale 05/18/16 :App·d --- jsca1e. NTS 'DwgNo E-4 g C 0 i > !!! w 0 110417: 104 167'. Deflection (in) 05 I I I I I . I I 05 TIA-222-G -Service -60 mph Maximum Values 0 B•T Tilt (deg) Twist !deg) 0.05 " 00 °' 110.417 I I r I I :; } 104 167 I /: I I I I I I _ _I ___ __;_________l__ __ . ____j____J___l______J___. e-~---~~--+-~-~~-~--r"' 0.05 oo, o., B+ T Group '0 Mobilitie 120' Stealth Monopole -Lattice Structu 1717 S Boulder Ave Suite 300 Pro1et1: 10448.001.01 Tulsa OK 7 4119 funi c:r"own Castle Phone: (918) 587-4630 Code TIA-222-G FAX: (9181 295-0265 Path -[ Drawiiby~ bsevier Date 05/18116 App"d · Scale NTS Dwg No E-5 E' C: 0 :;:, j w _____ Round 110417 Face A 104 1671 I Feed Line Distribution Chart 84'2" -110'5" _____ App1~Face _. _. _ AppOutFaca -··-··-T 0 ussleg FaceB ___!!Q__!?!:__ I 110 167 _ 107.167 I-" 107.157 _ I 104.167 i 1 04.157 FaceC 110417 ,; ,; " G i i t t g g ,; ~ -• w fi 104 167 84 167 B+T Group ''· Mobilitie 120' Stealth Monopole-Lattice Structu B+T · 1717 S Boulder Ave Suite 300 ProJect 104468.001.01 Tulsa OK74119 Client Crown Castle Phone· (918) 587-4630 FAX: 19181 295-0265 Code TIA-222-G Path ; Drawn by· bsev1er ·oate 05/18/16 Scale NT$ Dwg No E-? Job Page tnxTower Mobilitie 120' Stealth Monopole -Lattice Structure 1 of 20 B+TGroup Project Date 17 I 7 S Roulder -fre. Swte 300 104468 001 01 1511:54 05/18/16 Tulsa. o;.,,· 7-11/9 Client Designed by /Jhont": /9/fl) Sf/7-../630 Crown Castle bsevier l·'.1X. (9/8) 295-0]65 Tower Input Data The main tower is a 3x free standing tower with an overall height of 110.417 ft above the ground line. The base of the tower is set at an elevation of 84.167 ft above the ground line. The face width of the tower is 1.500 ft at the top and 1.500 ft at the base. An index plate is provided at the 3 sided -tower connection. There is a 3 sided latticed pole with a face width of 1.000 ft. This tower is designed using the TIA-222-G standard. The following design criteria apply: Basic wind speed of 140 mph. Structure Class 11. Exposure Category C. Topographic Category I. Crest Height 0.000 ft. l\ominal ice thickness of0.750 in. Ice thickness is considered to increase with height. lee density of 56.000 pcf. A wind speed of 30 mph is used in combination with ice. Temperature drop of 50.000 °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 latticed pole member design is I. Stress ratio used in tower member design is I. Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. Consider Moments -Legs Consider Moments -Horizontals Consider Moments -Diagonals Use Moment Magnification Use Code Stress Ratms ,;' Use Code Safety Factors -Guys Escalate lee Always Lise Max K7. Use Special Wind Profile ,, Include Bolts In Member Capacity ,, l.eg Holts Arc At Top Of Section Secondary I lorizontal Braces Leg Use Diamond Inner Bracing (4 Sided) ,i SR Members Have Cut Ends SR Members Are Concentric Options Distnbute Leg Loads As Uniform Assume Legs Pinned -..i' Assume Rigid Index Plate 'I Use Clear Spans For Wind Area 'I Use Clear Spans For KL.Ir 'I' Retension Guys To Initial Tension ,, Bypass Mast Stability Checks 'i, Use Azimuth Dish Coefficients 'I Project Wind Area of Appurl. 'i Autocalc Torque Ann Areas Add IBC 6D+W Combination 'i Sort Capacity Reports Ry Componem Triangulate Diamond Inner Bracing Treat Feed Line Bundles As Cylinder Use ASCE 10 X-Brace Ly Rules ,, Calculate Redundant Bracing Forces Ignore Redundant Members in FEA ,1 SR I.cg Bolts Resist Compression /\II Leg Panels Have Same A!lowab!e Offset Girt At Foundation ,1 Consider Feed Line Torque ,1 Include Angle Block Shear Check Use TIA-222-G Bracmg Resist. Exemption Use TIA-222-G Tension Splice Exemption Poles Include Shear-Torsion lnleraclion Always Use Sub-Cntirnl Flow Use Top Mounted Sockets tnxTower JOb Page Mobilitie 120' Stealth Monopole -Lattice Structure 2 of 20 B+TGroup Project Date I 7 I 7 S Roulder An.'. Sime J()(/ 104468.001.01 15:11:54 05118116 Tulsa. OK 7-1119 Client Designed by Pltnne.-(9/N) 5117--1630 Crown Castle bsevier FIX: (918) ]95-0165 Wind 180 1 Wind 90 Leg C Leg B Face C Wind Normal Triangular Tower 3 Sided Latticed Pole Section Geometry Tolt'er Tower Assembly Descnprion Secuon .'-./umber Section Section Elt:valion Datubase IYidth of length Sections I Ll 110.417-104.167 1.000 6.250 3 Sided Latticed Pole Section Geometry (cont'd) Tower Tower Diagonal Bracing !las !las Top Girl Bottom Girt Section J;;/emtion Spacing 1:vpe KBmce l!ori=ontals Offset Ojf.w Em/ I I Panels in ,n 1.1 110 4!7-104 167 1.375 K Brace l .cft No Yes 4.500 4.500 3 Sided Latticed Pole Section Geometry (cont'd) Tower Leg Leg Leg Diagonal Diagonal Diagonal F.leration Type Si::e Grade Type Si=e Grade I LI Solid Round 2 112 A572-50 Solid Round 314 Al6 110417-104 167 (50 ks1) (36 ksi) tnxTower Job Page Mobilitie 120' Stealth Monopole -Lattice Structure 3 of 20 B+T Group Project Date 17 J 7 .\ Houlda .·fre. Swte 300 104468.001.01 15:11 54 05/18/16 Ful:m. OK 7-1119 Client Designed by Phone: (918) 587--1630 Crown Castle bsevier F-lX. (918) 295-0265 3 Sided Latticed Pole Section Geometry (cont'd) Tower Top Girt Top Girt Top Girt Bottom Girt Bottom Cim Bottom Girl J:.'/evation Type Si=e (Trade Type S1:::e Grade I -----··-------.---·- LI Solid Round 1/2 A36 Solid Round I 12 AJ6 110417-104167 (36 ksi) (36 ksi) 3 Sided Latticed Pole Section Geometry (cont'd) Tower ,Vo. .Hid Cm lvhdGirl . .\lid Girt f/ori=ontal I !ori:::ontal 1-lon:::ontal t..'le,,ation of '(vpe Si:::e Cirade l)pe S1:::e Grade Mid I Gms ~------------·---···-------------- LI None Flat Bar A36 Solid Round 1/2 AJ6 110.417-104 167 (36 ksiJ (36 ksi) 3 Sided Latticed Pole Section Geometry (cont'd) Towa Gusset Gusset Gu.Bel Grade Adjust. Factor Adjust Weight ,Hult. Double Angle Double Angle Double Angle E!el'alion Area Thrckness A1 F'acror Stitch Bult Slitch Boll Stitch Bolt (per face) A, Spacing Spacrng Spacing Diagonals Hori=ontals Redundants ; ;' ,n ,n "' in LI 0 000 0.000 Al6 105 )6.000 36 000 36.000 110.417-104.l (36 ksi) 67 3 Sided Latticed Pole Section Geometry (cont'd) K Factors' -·-· ··--.. --·~---------~--------------- Tower Cale Cale Legs .\' K Single Girts Hon=. Sec. Inner Elerntion K K Brace Brace Diags Hori=. Rrace Single Solid Diags Diags Angles Rounds X X X X .\' X .\' I y y y y y y y LI Yes Yes I 110.417-104.! I 67 ,.Note: Kfactors are applied to member segme/11 /engths. K-braces without inne,· supporting memhers will have the Kfactm· m the out-of-plane direction applied to the overall length tnxTower .ob Mobilitie 120' Stealth Monopole -Lattice Structure B+TGroup Project J 717 S Boulder Are. Swle J()(J 104468 001.01 !ufsa. ()J • .-7-1119 Client Plume: (918) 587-./630 Crown Castle f,A.\": (9/8) ]95-0265 3 Sided Latticed Pole Section Geometry (cont'd) Tower Hlevatwn f.eg Diagrmal Top Gm Rottom Girl .\!id Girt Long f!on=onlal Page 4 of 20 Date 1511 54 05/18/16 Designed by bsevier Shor/ Hori=on/a/ fi l ~=~~-c--1~=~~~b~~~~,.......~--~-i--~---~-c-~-~~-- ! Nt:1 Width L' :.1•ie1 Wrdth U Vet Width fj I Net [: :Vet l/ .Vet U :Vet U I Deduct Deduct Deduct i Width Width I Width i in Ill , in l Deduct I Deduct ! 1 Deduct Width Deduct I I i in ! in in ---LI -t o ooo o ooo o 1s r· o 000-0 7SII o ooo ---o 75 -foooo o 75 o ooo o 75 1104~~1041! ! I i Ill 0 000 Tower Seel/on Tower Eferal/011 AssemNv Da1abase Tower Section Geometry Description Section Width ,Vumher Section of Lenglh Sections -----------fl ____ ---------------------~ Tl Tower Section Tower Eieration _ __ft Tl 104. 167-84. 167 Tower Elevation Tl l 04.16 7-84. ! 6 7 !04.!67-84 167 Tower F:levation Leg Type Solid Round Diagonal Spacing I 500 Tower Section Geometry (cont'd) Bracing Type J/as K Brace End !-fas Hori=ontals fop Girt Ojfser 20.000 Bol/Om (iirt Offset m m Yes 4 500 4 500 Tower Section Geometry (cont'd) Leg Leg Diagonal Diagonal Diagonal Si=e Grade T}Pe Si=e Grade 2 1/2 A572-50 Solid Round A36 (50 ksi) (36 ksi) Tower Section Geometry (cont'd) Top Girt Top Gin Top Gm Bollom Cirr Borwm Gm Bouom Girt Type Si=e Grade Type Si=e Grade Solid Round 5/8 Al6 Solid Round 5/8 A36 (36 ks1) (36 ks1) 0.75 tnxTower .ob Page B+TGroup f? 17 S Boulder, Jn.,, Suite}(}() Tulsa. Of...-7-11 /9 Phone.-(918/ 587-./630 l'AX· (918J 295-0265 rower \"n. Elevation of Mid r Cim Tl None 104 167-84 167 Tower Elevation ___)_I Tl 104.167-8416 7 Tower Elevation Tl 104.167-84.16 7 Gu~·ser Area (per ji:Jce) 0.000 Cafe K Smgle Angles Yes .Hid Girt Type Flat Rar Grissel Jhickness ,n 0.000 Cale K Solid Rounds Yes Mobilitie 120' Stealth Monopole -Lattice Structure 5 of 20 Project Date 104468 001.01 15:11:54 05118/16 Client Designed by Crown Castle bsevier Tower Section Geometry (cont'd) Mid Girt Muf Gm Hon:;on/al I lori=rmtaf l lnri:;ontal Si::e Cirade Type S1:;e Grade ·--·---~--- A572-50 Solid Round 5/8 A36 (50 ksi) (36 ksi) Tower Section Geometry (cont'd) GussetGmde AdjuJt. Facwr Adj11s1. Weight lfuit. Double Angle Double Angle Double Angle A, Factor S1irdr Buh Stitclr Bolt Stitch Holt A, Spacing Spacmg Spacing Diagonals Hori:;onlals Redundants In "' "' A36 0 I) 1.05 0000 0 000 36.000 (36 ks1) Tower Section Geometry (cont'd) K Factors 1 Legs X K Single (irm Hori=. Sec. hrner Brace Brace Diags X y Brace Diags X y Diags X r X y X y Hoit X y I I X y ---------- [ I 1Nute: Kfacturs are applied lo member segment len1:ths. K-braces without inner supporting members will have the K/Gctor in rhe ow-of-plane directwn applied 10 the m·era/1 length. Tower Section Geometry (cont'd) Tower I Leg I Dwgonal I lop Cirrt I Bottom (,,rt ,lfidGirt Long Hori=ontal I Short Huri=untaf Elem/ion ! i ft ' ! Net Widih u l,\et W1d1h ( i"'"'' U -t Net _____ u Net lJ ,Vet u ! ,Ve/ (i Deduct I Dedu,1 Deduu Wl(/th W"idth Width I IVidth I m I m m I Deduct Deduct Deduct Deduct I m in ··-J.___JE___ m ····-·~-Tl 0.000 I 1 0.000 I I 0.000 I I 0.000 I 0.000 I 0.000 I 0.000 0 75 [04.167-84.161 ! 7 I ! tnxTower Job Page Mobilitie 120' Stealth Monopole -Lattice Structure 6 of 20 Project Date B+T Group / 7 / 7 S Bou/de,· ,-fre. Swte JOO 104468.001.01 1511 54 05/18/16 Tulsa. Of..: 7./111.J Client Designed by Phone: (9/8) 587-./63(} Crown Castle bsevier F.JX· (918) l95-0l65 Feed Line/Linear Appurtenances -Entered As Round Or Flat Description Fan: Allow Component Placemen/ Total .\'umber Clear fV1d1h or Perimeter u:eighr o,· Shield Type .\'umber Per Row Spacmg Dwme!er L, ft "' in "' ___ _kif__ EW C No Ar (CaAa) \04.167-84167 2 I 0.000 0 000 (Pi EW C No Ar (CaAa) 107167-104167 2 2 0.000 0000 (Pi ·-· 1J)F5-50A(7/8"l C No Ar (CaAa) 104167 -84 167 1.090 0 000 IPI I.DF4-50A(l/'l") C No Ar (CaAa) 110 167-104 167 46 7 0.630 0.000 (Pl LLJF4-50A( 1/2") C No Ar (CaAa) 110 167-104.167 8 0630 0 000 (Pi Feed Line/Linear Appurtenances -Entered As Area Description Face Allow Component Placement or Shield 7}pt: ---_!,!!}; ____ ,,___ _ ________ ___J, ·-· Total ;V11mber Weight Alf Feed Line/Linear Appurtenances Section Areas Tower Tower Face A1,: A,. c.~'1.1 C.v/ I fVeight Section Ele1·ation In Face Out Face -___________ _[, ________ ___ ji' --_ _JL __ ~_i!_ t' K 1..1 110417-104.167 A 0.000 0 000 0 000 0000 0 000 8 0.000 0.000 0.000 0.000 U 000 C 0000 0.000 0.000 0000 0 052 Tl 104 167-84 167 A 0000 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 0000 0 04) Feed Line/Linear Appurtenances Section Areas -With Ice Tower Tower Face '" A,, A1 CrA C;A1 IYe1ght Section t:lem1ion or 7hickness In Face Out Face 1 Le ,n t' t' t' t' K LI 110.417-104.167 A l.688 0.000 0 000 0.000 (l.000 0 000 B 0 000 0 ODO 0.000 0000 0.000 C 0.000 0.000 14.296 0.000 0215 Tl 104 167-84 167 A I 666 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 ?7.880 O 000 0 382 0001 0.001 0.000 0.000 0.000 tnxTower oOb Page Mobilitie 120' Stealth Monopole -Lattice Structure 7 of 20 B+TGroup Project Date I? 17 ,<.; Jfoulder. fl'e. S1111e JOO 104468 001.01 1511 54 05/18/16 l"ulsa. OK 7-1119 Client Designed by Phone: (918) 5H7--1630 Crown Castle bsevier F-t.L (918) 295-0265 Feed Line Center of Pressure Secrion Elevation CP\ CI', CI', CP, Ice Ice i ,,, ,,, m "' LI 110.417-104.167 0.000 0 000 0 000 0.006 Tl 104 167-84 167 0000 0 000 0 000 1.469 Shielding Factor Ka rower Feed Lme Description Feed Une K,, K" Sec11on Record So. Segment Elev. ,Vo fee Ice LI 2 EW 104 17 -0 5888 0.0065 107 17 LI 9 LDF4-50A( !/2") 104 17 -0 5888 0.0065 110 17 LI 11 LDF4-50A(l/2") 104.17 -0.5888 0.0065 1 IO 17 Tl I EW 8417-10417 0 6000 06000 Tl 5 LDF5-50A(7!8") 84.17-104.17 06000 0.6000 User Defined Loads Description 1-.:te,·ation Offset A=imuth Weight F, F_ IYmd Force c~-1. From ilngle Centroid I K K K K _ff__ P-Delta 120 000 0.000 0.000 No Ice 0000 0 000 0.000 0.270 5.663 ke 0.000 0.000 0.000 0.000 0.000 Service 0.000 0.000 0.000 0.000 0.000 Discrete Tower Loads Descriprwn Face O!Jsei Offiers: A=1mu1h Plucement c.~·1' CA1 Weight o, TJpe Hur= Adjustment Front Side l.eg Lateral i·erl Ji Ji fl' Ji' K Ji ~-------··-·---------··------·-· ___ _/I_________ Lightning Rod l/2"x3' A None 0 000 121 500 No Ice 0.!50 0.150 0.015 (El 1/2" lee 0.460 0.460 0.017 l" Ice 0.648 0648 0021 ******* 6.25' x 54" MW Canister C None 0.000 110.417-No Ice 25.313 25.313 l.500 (Pi 104 167 1 /2" Ice 25.781 25 781 2.038 tnxTower JOb Page Mobilitie 120' Stealth Monopole -Lattice Structure 8 of 20 B+T Group Project Date 1717 S !Jrm/de,· .·fre. S1111e JO(} 104468 001.01 15:11:54 05/18/16 Tulsu. OK ?-.I I 19 Client Designed by Phone: (918) 587--1630 Crown Castle bsevier F~X t918) 195-0165 Description Face Off~et qtfSets: A:1111urh Pfacemenr C1A1 C iA I Weight o, Type Hor= Ac(justment Front Side Leg rarera/ i·err Ji fl Ji Ji K fl 1" Ice 26 249 26249 2 576 20' x 44" TME Cani:'>tcr C None 0 000 104 167 -:'lo lee 66.000 66.000 1.500 (Pi 84.167 l/2" Ice 67.780 6 7.780 2 038 I" lee 69.560 69.560 2.576 115" x 36" KMW Antenna C None 0000 115.207 No Ice 23.000 23.000 0 529 Canister 1 /2" Ice 23640 23.640 0.704 (Pl !" Ice 24.280 24.280 0.879 " 2500 MHz FIL"IER A From Leg 0 500 0 000 102.167 No Ice 2.208 1.643 0.044 (Pl 0.000 1/2" Ice 2.787 2 217 0.066 0 000 1" Ice 3.258 2 669 0091 2500 MHz FILTER R From I.cg 0 500 0 000 102 167 No Ice 2.208 1.643 0044 (Pi 0.000 l/2" Ice 2 787 2.217 0066 0 000 1" Ice 3.258 2.669 0.091 2500 MHz Fll,TFR C From Leg 0 500 0.000 102.167 No Ice 2208 1.643 0.044 (Pl 0 000 I /2" Ice 2.787 2.217 0.066 0 000 1" lee 3.258 2.669 0.091 '·' 2500 MHz RRL' A From Leg 0 500 0000 99 667 No Ice 5.305 2.883 0.088 (Pl 0.000 I /2" Ice 5.915 3.589 0 128 0.000 l" Ice 6.447 4.17] 0. 174 2500 MIIL RRL' B From Leg 0 500 () ()()() 99 667 No Ice 5.305 2.883 0.088 (Pl 0000 I /2" Ice 5.915 J.589 0.128 0.000 I" Ice 6.447 4.171 0 174 2500 MHz RRU C From Leg 0 500 0.000 99 667 No Ice 5.305 2.883 0.088 (Pl 0000 1/2" Ice 5.915 3.589 0 128 0.000 !" Ice 6447 4 171 0.174 '·' 800 MHz FILTER A From Leg 0.500 0.000 97.167 No lee 1 644 1.820 0 082 (Pl 0000 1/2" Ice 2.174 2.4 ! 1 0.102 0.000 ! "lee 2.598 2.880 ll 125 800 MHz FILTER B From Leg 0.500 0.000 97.167 No Ice 1.644 1.820 0 082 (P) 0000 1/2" fee 2.174 2.411 0.102 0.000 l" lee 2 598 2.880 0. 125 800 MHz FJLTE:R C From Le,g O 500 0.000 97 167 No Ice 1.644 1.820 0.082 (Pl 0000 1/2" lee 2.174 2.4 l l 0 102 0.000 I" Ice 2 598 2 880 0 125 '·' 800 MHz RRU A from Leg 0.500 0.000 95 167 No Ice 2 994 4 120 0 075 (P) 0000 1/2" lee 3561 4.841 0.11 l 0000 l" Ice 4.039 5.439 0 156 800 MHz RRU B From Leg 0.500 0.000 95.167 No Ice 2 994 4 120 0 075 (Pl 0000 1/2" [ce 3561 4.841 0.11 l 0.000 l" lee 4 039 5 439 0 156 800 Mllz RRU C From Leg 0.500 (l.000 95 167 No Ice 2 994 4 120 0 075 (P) 0000 1/2" [ce 3.561 4.841 0 113 0.000 l" Ice 4 039 5 439 0 156 '·' 800 MHz FILTER A From Leg 0.500 0.000 93.167 No lee 1 644 1 820 0 082 (Pl 0000 1/2" [ce 2.174 2.4 [ [ 0. 102 0.000 l" lee 2.598 2.880 0 125 800 Ml Lr. FILTER B t"rom Leg 0.500 (l.000 93.167 No Ice 1.644 1 820 0 082 (Pl 0000 1/2" (ce 2.174 2.411 0 102 0.000 !" Ice 2 598 2.880 0 125 800 MHz FILTI::K C f<rom Leg 0 500 0.000 93 167 No Ice 1.644 1.820 0 082 (Pl 0000 l/2" ke 2.174 2.4 l I 0 102 0.000 l" lee 2 598 2 880 0 125 tnxTower .ob B+TGroup Project / 7 /7 S iJou/der. ll'e. Suite JI}() f11/sa, m,: 7.f.l !9 Client Phone: (9/8/ 587-./631} F,LL (9/8) :!95-0165 Description Face Oj}Set or Type Leg --s-'"·-·----·-··-----·-· 800 MHz RRU A horn Leg (Pi 800 MHz RRU B From Leg IP) 800 "111, RRU C From Leg IP) ·-· 1900 MHz RRU A From I.cg (P) !900 MH7. RRU B From Leg (Pi 1900 MIIL RRU C From Leg (Pl ·-· Description Face Dish Offset or Type Type l.eg 3' Microwave Dish A Paraboloid w/o From Antennas. Radome 3' Microwave Dish D Paraboloid w/o Antennas Radome Comb. .-Vo I 2 3 4 5 6 7 8 9 Dead Only 1.2 Oead+l.6 Wind O deg-No Ice 0.9 Dead+ 1.6 Wind O deg-No Ice 1.2 Dead+ 1.6 Wind 30 deg-No Ice 0.9 Dcad+l 6 Wind 30dcg-No Ice 1.2 Dead~ 1.6 Wind 60 deg-No Ice 0.9 Dead+ 1.6 Wind 60 deg-No lee 1.2 Dead+ 1.6 Wind YO deg-No Ice 0.9 Dead~ 1.6 Wind 90 deg -No lee Face From Face Page Mobilitie 120' Stealth Monopole -Lattice Structure 9 of 20 Date 104468.001.01 15:115405/18/16 Crown Castle Designed by bsevier 0.[!Sets: A=imuth Placement C.vf I C.v/ I l'Veight Hor:: Adjustmelff Front Side J,areral l'err ft fi ft' ft K ft 0.500 0.000 90667 No Ice 2 994 4.120 0 075 0.000 1/2" Ice J 561 4841 0.113 0.000 1" Ice 4 039 5 439 0 I 56 0.500 0000 90.667 No lee 2.994 4.120 0075 0.000 1/2" Ice 3 561 4.841 0 I 13 0.000 1" lee 4 039 5439 0.156 0.500 0.000 90.667 No Ice 2 994 4.120 Cl 075 0.000 1/2" lee 3 561 4841 0 113 0.000 1" ke 4 039 5.439 0. 156 0 500 0 000 88.167 No Ice 4 548 4.332 0 082 0.000 1/2" ke 5 145 5 070 0 128 0 000 1" Ice 5 662 5 685 0 179 0 500 0 000 88 167 l\o Ice 4.548 4.332 0 082 0 000 1/2" lee 5 145 5 070 0 128 0 000 1" lee 5.662 5.685 0 179 0.500 0.000 88.167 No Ice 4.548 4.332 0 082 0 000 1/2" Ice 5 145 5.070 0 128 0.000 I" ke 5662 5.685 0 179 Dishes Offsets ll=imuth 3 dB Elnatiun Ort/side Aperture Wei1-:ht /for= Ac(justment Beam Diameter Area faieral W1dfl1 1·ert i ,-K 0.500 0.000 107.167 No lee 0 000 0.051 0.000 1/2" Ice 0 000 0089 0000 l" Ice 0.000 0.128 0.500 0.000 107 167 No lee 0 000 0.051 0.000 1/2" Ice 0 000 0089 0.000 I" Ice 0.000 0 128 Load Combinations Description JOb tnxTower Mobilitie 120' Stealth Monopole -Lattice Structure Comb ,\'a. B+TGroup I? 17 S Boulder, Ire. Suite ]DO f'ulsa. Ok 7-11 /9 Phone: (918) 587-./63() FAX: (918) 295-0265 Project Client Description ~--~~--~~~~·~~~~~~~~~~~-10 l.2De::id+l.6Wind 120deg-Noke 11 09Dcad+l 6Wind 120deg-Nolce 12 l.2De<1d+l.6Wmd ISO deg-No lee 13 09Dead+l.6Wmd 150deg-Nolce 14 l.2Dead+l.6Wind 180deg-Noke 15 09Dcad+l.6Wmd 180dcg-Nolcc 16 l.2Dead+-1.6Wind210deg-Nolce 17 0 9 Dead+l.6 Wind 210 deg-No Ice 18 12Dead+l.6Wind240deg-Nolce 19 0.9Deml+1.6Wind240deg-Noke 20 ! 2 Dead+ 1.6 Wmd 270 deg-No Ice 21 0.9 Dead+ 1.6 Wind 270 deg-Nu lee 22 l .2 Dead+ 1.6 Wmd 300 deg-No Ice 23 0.9 Dead+ 1.6 Wind 300 deg-Nuke 24 1.2 Dead+ I 6 Wind 330 deg-No Ice 25 0.9 Dead+ 1.6 Wind 330 deg-No lee 26 l .2 Dead+ 1.0 Jee+! .O Temp 27 l.2Dead+10Wmd0deg+10lce+10Temp 28 1.2 Dead+ 1.0 Wind 30 deg+ 1.0 ke+ 1.0 Temp 29 l.2 Dead+l O Wind 60deg+l.O ke+l.OTemp 30 1.2 Dead+ 1.0 Wind 90 deg+ l.O lee 1 1.0 Temp 31 1.2 Dead+ 1.0 Wind 120 deg+ 1.0 ke+ l .O Temp 32 1.2 Dead+ 1 0 Wind 150 deg+ 1.0 Ice+ l .O Temp 33 1.2 Dead+] OWind 180deg+1.0ke+!.0Temp 34 1.2 Dead+l.O Wind 210 deg+I.O ke+!.O Temp 35 1.2 Dead+ l O Wind 240 deg+ 1.0 Jee+ 1 0 Temp 36 1.2 Dead+ 1 0 W md 270 deg+ 1.0 Ice+ I O Temp 37 l .2 Dead+ 1.0 Wind 300 deg+ 1.0 Ice+ 1.0 J"emp 38 1.2 Dead+ 1.0 Wmd 330 deg+ 1.0 Jee+ I O Temp 39 Dead+ Wind O deg -Service 40 Dead+Wind 30 deg-Service 41 Dead+Wind 60 deg-Service 42 Dead+Wind 90 deg-Service 43 Dead+Wind l 20 deg -Service 44 Dead+Wind ISO deg-Service 45 Dead+Wind l 80 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-SerYice Maximum Section Elevatirm Component ("ondition No ft Type ----------- LI 110.417-Latticed Pole Leg Max Tension 104.167 Max. Compresst0n Max. Mx Max. My Max Vy Max. Yx I .atticcd Pole Max Tension Diagonal \.1.ax. Compression Max. Mx Max. My 104468 001 01 Crown Castle Member Forces Cor A.Hal A-la;or Axis Mmor Axis Load Moment .tloment Comb. K kip-ft ktp-/1 23 46 579 -0.619 -0.634 2 -48 344 0.000 0.000 20 -41.917 -0.997 0.030 4 -41.958 0.473 -0 878 20 -2.686 0.000 0.000 4 -2.366 ()_()()() 0.000 24 7 814 0 000 0.000 4 -7 835 0 000 ()_(){)() 36 0 117 0 001 0.000 22 -0.167 0 000 -0.000 Page 1 O of 20 Date 15:1154 05/18/16 Designed by bsevier tnxTower ,ob Page Mobilitie 120' Stealth Monopole -Lattice Structure 11 of 20 B+TGroup Project Date 17 I 7 S Boulder. Ire. Smit']()() 104468 001 01 1511:54 05/18/16 Tulsa. Of:. 7./119 Client Designed by Phone (918) 587-./63() Crown Castle bsevier FIX: (9/8) :!95-0:!65 Seclion Elerariu,r Cumpm1ent Condition c;m· A.tial .'\.lu;or Axis lfinor Axis :\'o. /1 {ype Load }foment .Homen! Comh. K k.1e_-f; k.tf:!:Jl Max Vy 36 -0 003 0.000 o ono Max Vx 22 0 000 0 000 0.000 Latticed Pole Max Tension 4 1 125 0 000 0 000 I lorizontal Max Compression 25 -1080 0000 0.000 Max. Mx 26 0 043 0001 0.000 Max Vy 26 0.003 0000 0.000 Latticed Pole Top \1ax Tension 6 1 592 0000 0 000 Girt Ma:>.. Compression 24 -l.159 0.000 0000 Max Mx 26 0 004 0.001 0.000 Max. Vy 26 0.003 0.000 0.000 Laniced Pole Max Tension Ill 1.465 0 000 0.000 Hottom Ci1rt Max Compression 22 -1.424 ()_()()() 0 000 Max. Mx 35 0.451 0 001 0.000 Max. Vy 35 0.003 0 000 0 000 Tl 104167-Leg M;;ix Tens10n 15 151 953 -0460 l 594 84.167 Max. Compression 10 -157061 -0 000 -0 000 Max. Mx 20 -136 369 -1.941 0.068 Max. My 4 -136.367 U 912 -1.715 Max. Vy 20 -5 191 0 000 -0000 Max Vx 4 -4 586 0.000 0.000 Diagonal Max Tension 24 12 705 0.000 0 000 Ma'i.. Compression 4 -12.756 0 000 0 000 Max. Mx 32 0 425 0 003 0.000 \fax_ My 22 -0.361 U 000 -0.000 Max. Vy 32 -0 007 0 000 0.000 Max Vx 22 0 000 0.000 0.000 Horizontal Max Tension 10 2.588 ()[]()() 0.000 Max. Compress10n 10 -2.588 0 000 0.000 Max. Mx 26 0.102 0.002 ()_(){]() Max Vy 26 0 004 0 000 0.000 Top Girt Max Tension )7 1.808 U 000 0.000 Max. Compression 19 -0 366 O 000 0000 Max Mx 35 1.80 I 0.002 0.000 Max. Vy 35 0004 0.000 0.000 Bottum Girt Max Tens10n 18 3 097 0 000 0.000 Max Compression 23 -2 92 l 0.000 0.000 Max. Mx 26 0.735 0.002 0.000 Max Vy 26 0004 0.000 0.000 Maximum Reactions J,ocanon Condllwn Go,· /'ertica{ lfm·izonlal. X Hon=onral. Z Load K K K Comb. Leg C Max. Vert 18 157 081 3.917 -0 730 Max H, 20 136 414 4.475 -0.112 Max H, 5 -ll 1.274 -2. 905 2 137 Min. Vert 7 -151.915 -4. 943 I 401 Mm.H, 8 -130769 -5 569 0.21 l Min.II, 15 79. 139 0 144 -1.575 Leg 13 Max. Vert 10 157 08! -2 591 -3026 Max H, 22 -151432 J 686 3.583 Max. II, 24 -130.769 2967 4 718 tnxTower ,ob Page Mobilitie 120' Stealth Monopole -Lattice Structure 12 of 20 B+TGroup Project Date / 7 J 7 S Roulder -Ire. Sune JOO 104468.001.01 1511:5405/18/16 tu/.1·a. o;.,_-7.Jl/9 Client Designed by Phone: r9/8) 587--1630 Crown Castle bsevier FAX: (918) ]95-{J:!65 Location Condmon Go,·. r·ertical Hori:::ontal. X Hori:::011/al. Z load K K k" Comb. Min. Vert 23 -!51.915 3.085 3.582 Min H, 11 156 151 -2.592 -3 025 Mm H, 12 136.414 -2334 -3 819 Leg A Max Vert 2 I 57 078 -1326 3.757 Max. II, 18 -74.309 l.077 -J.S 19 Max H, 4 136.411 -2.142 3 932 Min Vert 15 -151.917 1.259 -4.982 Mm H, 7 79 133 -2.553 3.094 Min H, 14 -151.435 I 260 -4 983 Tower Mast Reaction Summary Load 1 ·eriicaf Shear,. Shear_ 01·er1urning On?rlurnmg Torque Cumbmalion .Women/. ,\{. Momeni. ;'vi= K K K kip-/£ kip-ft ktp-/1 --------. ---------- Dead Only 7 063 0 000 0000 0 002 0.000 -0.000 1.2 Dead+ 1.6 Wind O deg -No 8.476 0.000 -10.314 -200.380 0.007 -0.001 Ice 0.9 Dead+ 1.6 Wind O deg-No 6 357 -0 000 -10)14 -200 090 0.007 -0.001 lee I 2 Dead+ 1.6 Wind 30 deg -No 8 476 5 157 -8 932 -173 533 -100. 191 -0.000 lee 0 9 0ead+l.6 Wind 30deg-No 6 357 5 157 -8.932 -173.281 -100_()45 -0.000 Ice l .2 Dead+ 1.6 Wind 60 deg -No 8476 8 932 -5.157 -100.190 -173.542 -0.000 Ice 0 9 Dead+l .6 Wmd 60 deg -No 6 357 8 932 -5.157 -100044 -173.290 -0.000 lee I 2 Dead+ 1.6 Wmd 90 deg -No 8.476 10314 -0.000 -0.002 -200 389 -0 DOI Ice 0 9 Dead+l.6 Wind 90 deg -No 6.357 JO 3 [4 -0.GOU -G.003 -200.099 -0.001 ice l.2 Dead+!.6Wind 120deg-8476 8.932 5.157 100.188 -173.540 -0.001 No lee 0.9 Dead+ !.6 Wind 120 deg-6 357 8.932 5.157 100.042 -173.288 -0.001 No Ice l 2 Dead+ l .6 Wmd 150 deg -8 476 5 157 8.932 173538 -100 191 -0000 No Ice O 9 Dead+! .6 Wind 150 deg -6 357 5 157 8 932 l 73.286 -100045 -0000 No Ice l .2 Uead+ I .6 Wind 180 deg -8.476 -0.000 10.314 200.390 0.002 -0.000 No Ice 0.9Dead+!.6Wind 180deg-6 357 -0.000 10.314 200.099 0.002 -0.000 No Ice l 2Dead+l.6Wind2l0deg-8 476 -5 157 8 932 173.548 100.190 -0.001 No lee 0 9 Dead+] 6 Wmd 2!0 deg-6 357 -5 157 8.932 173.295 100 045 -0 001 No Ice 120cad+l.6Wmd240dcg-8 476 -8.932 5. !57 100.200 173.533 -0 001 No Ice 0.9 0ead+l 6 Wmd240deg-6.357 -8.932 5.157 100 054 173.282 -0 (]() l No lee 1.2 Dead+ 1.6 Wind 270 deg-8476 -10.314 -0.000 0.003 200.381 -0 000 No Ice 0.9 Dead+ I 6 Wind 270 deg -6.357 -10.314 -0.000 0.002 200.090 -0.000 No Ice 1.2 Dead+ I 6 Wind 300 deg -8.476 -8 932 -5 157 -100 192 173 540 0 00() tnxTower JOb Page Mobilitie 120' Stealth Monopole -Lattice Structure 13 of 20 B+TGroup Project Date J 7 I 7 .'i' lfoulder Are. Swtl! JOO 104468.001.01 1511 54 05/18116 Tulsa. OK 7-J I /9 Client Designed by Plront': (9/8) 587-./fiJ() Crown Castle bsevier fo:./.\": (9/8) 295-0265 Load J ·enica! Shear, Shear, Overturning Orerturning Torque Combination .\fumt.'nl. JI,. _\-fomrnl .. \( K K K ki)-t ki -r ki -ft No Ice 0.9 Dead+ 1 6 Wmd 300 deg-6 357 -8.932 -5. 157 -100.048 173 288 -0.000 No lee 1.2 Dead~I 6 \.Vind 330deg-8 476 -5 157 -8 932 "173 537 100 199 -0 001 No Ice 0 9 Dead+ 1 6 Wind 330 deg-6 357 -5. 157 -8.932 -173.286 100.053 -0.001 No Ice 1.2 Dead+] 0 lce+l O Temp 17.740 0.000 -0.000 0.133 0.000 0000 1.2 Dea<l+ l .O Wind O deg+ I 0 17 740 -0 000 -0372 -6 905 0 000 -0.000 Ice+\ 0 Temp I 2 Dead+ l O Wind 30 deg+ 1 0 17 740 0 187 -0 323 -5 976 -3 527 0001 Ice+\ 0 Temp l 2 Dead+ l .O Wind 60 deg+ 1 O 17 740 0 326 -0 188 -3 411 -6 1 39 0.003 lce+l.O Temp ! 2Dead+l.0Wmd90deg+l 0 17.740 0 379 -0.000 0 134 -7.107 0.003 Ice+ IO Temp l 2 Oead+I.O Wind 120 17.740 0.326 0.188 3.678 -6.140 0.003 deg+l.O[ce+l OTernp l.2Deadrl.0Wind 150 17 740 0 187 0 323 6 243 -3 528 0001 deg+ 1 0 Jee+ l O Temp !.2Dead+l.0Wind 180 17 740 0 000 0 372 7 171 -0 000 -0000 deg+ 1.0 lee+ 1.0 Temp l 2 Dead+l.O Wind 210 17 740 -0 187 0.323 6 243 3.528 -0001 deg+ 1.0 ke-+1.0 Temp l 2 Dead+l.O Wind 240 17 740 -0.326 0.188 3.678 6. 140 -0.003 deg+ 1.0 Ice+ 1 0 Temp 1.2 Dead+l.O Wind 270 17 740 -0 379 -0000 0 I J4 7 106 -0.003 deg+ 1.0 lce--c-1 0 Temp 1 2 Dead+I .O Wind 300 17 740 -0 326 -0. 188 -3.4 l l 6 139 -0003 degrl.Olce+IOTemp 1 2 Dead+l.O Wrnd 330 17.740 -0.187 -0.323 -5.977 3.527 -0.001 deg+ 1.0 Ice+ I O Temp Oead+Wmd O deg-Service 7.063 -0.000 -1.134 -21.193 0.000 -0.000 Dead+Wmd 30 deg -Service 7.063 0.567 -0.982 -18.354 -10.598 -0000 Dead+Wmd 60 deg -Service 7.063 0.982 -0.567 -10.596 -18.356 0.000 Dead+Wmd 90 deg -Service 7063 1 134 (l.000 0002 -21 195 -0 ()()() Dead+Wind 120 deg-Service 7063 0.982 0.567 10600 -18.356 -0.000 Dcad+Wmd 150 deg -Service 7.063 0.567 0.982 18.358 -10.598 -0.000 Dead+Wmd 180 deg-Service 7063 -0000 I 134 21 I 98 -0000 0 000 Dead+Wind 21 0 deg -Sen,ice 7.06) -0.567 0.982 18.358 10.598 -0.000 Dead+Wmd 240 deg -Service 7.063 -0.982 0.567 10.600 18.356 -0 000 Dead rWind 270 deg-Service 7063 -1.134 -0 000 0.002 21. 195 0 000 Dead+Wmd 300 deg -Service 7063 -0.982 -0.567 -10.595 18.356 0 000 Dead+Wind 330 deg-Service 7063 -0567 -0 982 -18.353 10.598 -0 000 Solution Summary Sum of Applied Forces Sum of Reac11ons l.oad PX PY f' /. PX PY P/. % t."rror Comb. K K K K g g 1 0.000 -7.06) 0.000 0.000 7.06) 0.000 0.000% 2 0 000 -8.476 -10.314 -0 000 8 476 10 314 0000% J 0.000 -6.357 -10.314 0 000 6357 10314 0.000% 4 5 157 -8.476 -8.932 -5 157 8.476 8.932 0.000% 5 5 157 -6 357 -8 932 -5 157 6 357 8.932 (l.000% 6 8 9)2 -8.476 -5 157 -8 932 8 476 5.157 0 000% 7 8 932 -6.357 -5 157 -8.932 6.357 5.157 0.000% 8 10 )14 -8 476 0 000 -10.314 8.476 0.000 0 000% tnxTower JOb Page Mobilitie 120' Stealth Monopole -Lattice Structure 14 of 20 B+T Group Project Date l 717 S Roulder . ../re. S1111e J()f/ 104468.001.01 15:11:54 05/18/16 Tulsa. OK 7-1119 Client Designed by Plume: (918) 5!57-./630 Crown Castle bsevier f,'..JX-(918) 195-0165 Sum ofApplied Forces Sum of Reactions Load PX I'Y PZ PX PY PZ % Error Comb. K K K K K K 9 10.314 -6.357 0.000 -10.314 6 357 0 000 0.000% 10 8 932 -8 476 5.157 -8.932 8 476 -5.157 0.000% II 8 932 -6.357 5. 157 -8 932 6 357 -5.157 0.000% 12 5.157 -8 476 8.932 -5. !57 8 476 -8.932 0.000% 13 5.157 -6.357 8.932 -5.157 6 357 -8 932 0.000% 14 0 000 -8.4 76 10.3 !4 0.000 8 476 -10 314 0.000% 15 0.000 -6357 10314 0.000 6.357 -10.314 0.000% 16 -5.157 -8.4 76 8.932 5 157 8 476 -8 932 0.000% 17 -5.157 -6 357 8.932 5.157 6.357 -8.932 0.000% 18 -8.932 -8 476 5.157 8.932 8 476 -5 157 0.000% 19 -8 932 -6 357 5.157 8932 6 357 -5. 157 0.000% 20 -10 314 -8.476 0.000 10.314 8.476 O 000 0.000% 21 -10 314 -6.357 0.000 10.3 !4 6 357 0 000 0.000% 22 -8.932 -8.476 -5.157 8.932 8.476 5.157 0.000% ,, "' -8.932 -6 357 -5.157 8 932 6 357 5 157 0000% 24 -5 157 -8 476 -8 932 5.157 8 476 8 932 0.000% 25 -5.157 -6.357 -8.932 5. [57 6 357 8 932 0.000% 26 0000 -17 740 0000 -0000 17 740 0 000 0.000% 27 0000 -17 740 -0372 0000 17.740 0.372 0.000% 28 0.187 -17.740 -0 323 -0.187 17.740 0 323 0 000'% 29 0.326 -17 740 -0 188 -0.326 17 740 0 188 0.000% 30 0.379 -17.740 0.000 -0.379 17.740 U 000 0.000% 31 0.326 -17. 740 0.188 -0.326 17.740 -0. !88 0.000% 32 0.187 -17 740 0.323 -0.187 17.740 -0.323 0.000% 33 0.000 -17.740 0.372 0.000 17.740 -0.372 0.000% 34 -0.187 -17 740 0.323 0.187 17.740 -0.323 0.000% 35 -0.326 -17 740 0 188 0326 17 740 -0.188 0.000% 36 -0.379 -17.740 0.000 0.379 17.740 0 000 ().000% 37 -0 326 -17.740 -0 188 0.326 17 740 0 188 0.000% )8 -0 187 -17 740 -0.323 0.187 17.740 0.323 0.000% 39 0.000 -7.06) -1.134 0.000 7 063 1.134 0.000% 40 0567 -7 063 -0 982 -0.567 7 063 0 982 0.000% 41 0.982 -7.063 -0.567 -0.982 7.06) 0.567 0.000% 42 I 134 -7 063 ()000 -I 134 7 063 0 000 0 OOIY.% 43 0.982 -7 063 0.567 -0.982 7 063 -0.567 0.000% 44 0.567 -7.063 0.982 -0.567 7 063 -0.982 0.000% 45 0000 -7 063 I 134 0 000 7 063 -I 134 0.000% 46 -0.567 -7.06) 0.982 0.567 7.063 -0.982 0.000% 47 -0.982 -7.063 0.567 0 982 7 063 -0 567 0.000% 48 -I 134 -7 063 0000 1.134 7 063 0.000 0.000% 49 -0.982 -7 063 -0.567 0.982 7 063 0 567 0.000% 50 -0 567 -7 063 -0 982 0 567 7 063 0 982 0.000% Non-Linear Convergence Results Load Com·erged") ·Vumher Displacement Force Combina11011 oJCvcles Tolerance Tolerance I Yes 6 0 00000001 0 00000001 2 Yes 8 0.00000001 0.00002204 J Yes 8 0.00000001 0.00001605 4 Yes 8 0 00000001 0.00002306 5 Yes 8 0.00000001 0.00001701 6 Yes 8 0 00000001 0.00002343 7 Yes 8 0 00000001 0.00001736 8 Yes 8 0.00000001 0.00002242 9 Yes 8 0 00000001 0.00001643 tnxTower Job Page Mobilitie 120' Stealth Monopole -Lattice Structure 15 of 20 B+TGro11p Project Date I 717 S Houlder .·ll'e. Suite Jf!() 104468 001.01 15:11 :54 05/18/16 folsa. OX 7..JI 19 Client Designed by !-'hone: (918J 587-./630 Crown Castle bsevier r:ix: r918J 295.0265 Iii Yes 8 0 00000001 0.00002218 11 Yes 8 0.00000001 0.00001617 12 Yes 8 0 00000001 0.00002303 13 Yes 8 0.00000001 0.00001698 14 Yes 8 0 00000001 0.00002326 15 Yes 8 0 00000001 ()_()0001724 16 Yes 8 0 00000001 0 00002257 17 Yes 8 0.00000001 0.00001654 18 Yes 8 0 00000001 0.00002219 19 Yes 8 0 00000001 000001617 20 Yes 8 0.00000001 0 00002288 21 Yes 8 0.00000001 0 0000 l 687 22 Yes 8 0.00000001 0 00002343 23 Yes 8 0 00000001 0.00001737 24 Yes 8 0.00000001 0 0000226! 25 Yes 8 0 00000001 000001657 26 Yes 6 0 00000001 0.00000001 27 Yes 8 0.00000001 0 00002320 28 Yes 8 0 00000001 0 00002322 29 Yes 8 0.00000001 0 00002335 30 Yes 8 0 00000001 0 00002352 31 Yes 8 0.00000001 0 00002347 32 Yes 8 0.00000001 0 00002358 33 Yes 8 0.00000001 0.00002357 34 Yes 8 O.OOO(X)OO\ 0 00002362 35 Yes 8 0 00000001 0 00002358 36 Yes 8 0.00000001 0.00002350 37 Yes 8 0.00000001 0 00002336 38 Yes 8 0.00000001 0 00002126 39 Yes 8 0.00000001 0.00001811 40 Yes 8 0.00000001 OOOOOl!CO 41 Yes 8 0 00000001 0 0000 1822 42 Yes 8 0.00000001 0.0000181 J 43 Yes 8 O.OOll(XlOOl 0 00001811 44 Yes & 0 00000001 0.0000 1820 45 Yes 8 0.00000001 0 00001822 46 Yes 8 0 00000001 00000181) 47 Yes 8 0.00000001 0.00001811 48 Yes 8 0 00000001 000001819 49 Yes 8 0.00000001 0.00001822 50 Yes 8 0 OOO(X)OOI 000001813 Maximum Tower Deflections -Service Wind Sect,on Elem/ion Hor::. Go,·. Tilt TwHI No. JJefleclion l.oad i ,n Comb. ---,,.,---··-~-~~------ LI ll0.417-104.167 0.361 39 0 095 0 001 Tl 104167-84.167 0.235 39 0 083 0.001 tnxTower JOb Page Mobilitie 120' Stealth Monopole -Lattice Structure 16 of 20 B+TGroup Project Date I 7 / 7 S iJou/der An:'. Swtf! JOO 104468 001.01 15115405118116 Tulsa. m.: ?.J 119 Client Designed by Phom:: (9181 587--163() Crown Castle bsevier !-AX: (9UiJ ]()5-0:!65 Critical Deflections and Radius of Curvature -Service Wind Elel'alion Appurtenance Gov. De.fleet ion Tilt twist Radius of Load Curra1ure Comb. "' ____ j~-- 121.500 Lightning Rod l/2"x3' 39 0.361 0 095 0 002 17216 120.000 P-Delta 39 0.361 0.095 0.002 17216 115.207 115" x 36" KMV.' Antenna Canister 39 0.361 0 095 0 002 17216 110417 6.25' x 54" MW Canister 39 0361 0.095 0.002 !7216 107 292 6.25' x 54" MW Canister 39 0.296 0.089 0 002 172!6 107.167 3' Microwave Dish Antennas 39 0.293 0089 0 002 [7216 104.167 6 25' x 54" MW Canister 39 0.235 0.083 0 001 15154 102.167 2500 MHz FIL Tl::R 40 0.201 0077 0001 14500 99 667 2500 MHz RRU 40 0.163 0.069 0.001 16135 99.167 20' x 44" TME Canister 40 0 155 0.068 0.001 16669 97 167 :•mo MHz FILTER 44 0 129 0.060 0.001 19233 95 167 800 MHz RRU 44 0 105 0.052 0 000 22730 94. 167 20' x 44" TMJ::: Canister 44 0 094 0048 0000 25003 93. 167 800 MHz FILTER 44 0.083 0.043 0.000 27782 90 667 800 MllL RRU 45 0.058 0 032 0.000 38467 89 !67 20' x 44" TME Canister 45 0044 0.025 0.000 50007 88 l67 1900 MHz RRU 45 0.035 0.020 0.000 50007 84.167 20' x 44" TME Canister 0 0 000 0 000 0000 50007 Maximum Tower Deflections -Design Wind Section Elevation Hor=. Go1·. Tilt Twist .lo.io. Dejlecuan Load in Comb. LI 110.417-[04.167 3.479 22 0.934 0 007 II [04167-84.167 2.249 6 0 801 0.011 Critical Deflections and Radius of Curvature -Design Wind Elemtiun Appurtenance Gov. /Jejlectum Tilt Twisl Radim·of Load C11n•ature Comb. ;n ; __ ,,_ ------- 121 500 Lightning Rod l/2"x3' 22 3479 0 934 0.007 1714 120 000 P-Delta 22 3.479 0.934 0 007 1714 115.207 l 15" x 36" KMW Antenna Canister 22 3.479 0.934 0.007 1714 110.417 6.25' x 54" MW Camstcr 22 3 479 0 934 0.007 1714 107 292 6 25' x 54" MW Canister 6 2.841 0 872 0.008 1714 107.167 3' Microwave Dish Antenna<; 6 2 816 0 870 0.008 1714 104 167 6 25' x 54" MW Canister 6 2.249 0.801 ().()] I 1509 102.167 2500 MHz FILTER 4 1.914 0 745 0 012 1443 99.667 2500 MHz RRU 4 1.544 0.665 0.013 1606 99.167 20' x 44" TM[ Canister 4 1 476 O 648 0.0!3 1659 97.167 800 \.1Hz FII.TER 12 I 221 0 574 0.012 1914 95.167 800 Milz RRU 12 0.991 0 495 00!1 2262 94.167 20' x 44" l'Ml:: Canister 12 0 884 0.454 0.010 2489 93 167 800 MHz FILTER 12 0.782 0.412 0.010 2765 90667 800 MHz RRU 12 0.544 0 302 0 007 3828 89.167 20' x 44" TMI-:: Camster 12 0 412 0 234 0.006 4977 88. 167 1900 MHz RRU 12 0.327 0.188 0.005 4977 84.167 20' x 44" TME Camst~r () 0 000 () 000 0.000 4CJ77 tn.xTower B+TGroup / 717 S 8011/der Are. Swte JOO Sec11on .Vo J'ulsa. Of.: 7-1119 Pirone: (918) 587--1630 fAX: (918) 295-(C65 t.:Jemtion ,ob Mobilitie 120' Stealth Monopole -Lattice Structure Project 104468 001 01 Client Crown Castle Compression Checks Leg Design Data (Compression) L L., !•Jr A P., ,n K ft ----------------'-------'----ft ft LI Tl 110417 -21/2 6.250 0.375 7.2 4.909 -48.344 104.167 104.167- 84 167 1 P ., I ijiP,. controls Section Elera11011 .Vo. i; LI 110417- 104 167 Tl 104.167- 84 167 I P., I tfiP,, controls Sectwn FJeva//011 /Vo ft LI 110.417- 104.167 Tl 104.167- 84 167 IP,. I $P .. controls K=!.00 2 1/2 20 000 0.375 71 4.909 -157.061 K~LOO Diagonal Design Data (Compression) Si=e L L., K/ir A P., ft ft 111" K ----------- 3/4 1700 1.346 82 2 0 442 -7 835 K=0.95 2.035 1.752 81.5 0.785 -12.756 K~0.97 Horizontal Design Data (Compression) S1=e L L,, K/ir A P,, /i Ji /Ir K 1/2 I 000 0792 76.0 0.196 -1.080 K=l 00 5/8 1 500 1.292 84 Q 0 307 -2.588 K=0.86 Page 17 of 20 Date 15:11 54 05/18/16 Designed by bsevier <l>P., Ratio P., ---K <l>P,, 220.058 (}_22{) I v' 220.058 0 714' v' ij1P 11 Rauo P,, ---K <i>P,, J0.032 Q 78 [ I v' \ 7.935 0.7] I I v' <l>P,, Ra11n P., ---K P,, 4.694 0.230 I v' 6.800 0.381 I v' tnxTower B+TGroup I 7 I 7 .5 Roulder Are, S1111e J(Jn Section Sn. Tulsa. OK 7-1119 Phone: (918) 587--163() FAX: (9/8) 195-0265 Elevation Ji 1.1 110.417- 104.167 Tl 104 167- 84.167 ' P" I F .. controls Sec/ion Ele1>a11on Xo .ft I.I 110 417- 104. 167 Tl 104.167- 84 167 1 P" I ,J>P,, controls Seel/on Efernlion !VO. Ji I.I 110.417 - 104.167 Tl 104.167- 84.167 l P., I ,J>P,, controls JOb Mobilitie 120' Stealth Monopole -Lattice Structure Project 104468 001 01 Client Crown Castle Top Girt Design Data (Compression) Si=e I. L,, Kr'r A P,, .ft Ji /ff K 1/2 1.000 0.792 70 0 0 196 -1 159 Kcl.00 5/8 1.500 1.292 84 9 0 307 -0 366 ,:co 86 Bottom Girt Design Data (Compression) Si::e L L,, K/ir A P,, .ft .ft in2 K [/2 1.000 0.792 76 0 0 196 -I 424 K~I.OO 5/8 1.500 1.292 84.9 0.307 -2 922 K=0.86 Tension Checks Leg Design Data (Tension) Si=e L L,, Kl'r ./ P,, .ft Ji /Ir K 2 1/2 6 250 0.375 72 4 909 46 579 2 1/2 20 000 0 375 72 4 909 151.953 Page 18 of 20 Date 1511 54 05118116 Designed by bsevier ,j)P,, Ratto P,, ---K ,j)P,, 4.694 0.247 I v' 6800 0.054 I v' ,j)P,, Ratio I\ ---K ,j)P., 4.694 0.303 I ii' 6 800 043() I ii' ,j)P,, Ratio P,, ,· ---,j)P,, 220.893 0.2]] I ii' 220.893 () 688 I ii' tnxTower Job Page Mobilitie 120' Stealth Monopole -Lattice Structure 19 of 20 B+TGroup Project Date 1717 s· Boulder .·Ire, Su11e }()(I 104468 001.01 15:11:54 05/18116 Tulsa. OK 7-1119 Client Designed by Phone: (91?1) 587-..Jfd(I Crown Castle bsevier VIX: r9!8) 295-0165 Diagonal Design Data (Tension) Section Llerntion L Kf.r A P .. $P .. Ratio So P,. ft ft ft K K ---'"' $P .. -· LI 110417 -3/4 I 700 1 346 86.1 0.442 7.814 14 314 0.546 I [04.167 ,/ rt 104 167 -2.035 1.752 84.1 0.785 12.705 25.447 Q.499 I 84 167 ,/ 1 P,, I ¢,P., controls Horizontal Design Data (Tension) Section Ele1·atio11 Si::e /, L., K"lir ., P., $P .. Ratio So. P., ft ft ft in-' K K ---$P .. \I I l O 417 -1/2 I 000 0 792 76.0 0.1 % l. !25 6 362 () ]77 I 104.167 ,/ Tl 104.167 -5/8 1 500 I 292 99.2 0307 2.588 9 940 Q 260 I 84.167 ,/ 1 P" I ¢,P., controls Top Girt Design Data (Tension) 5iection Elem/ion Si::e L L., Klir A P,. 4P .. Ratio No. P,. ft .fl ft 1n-' K K --- P .. LI 110.417-1/2 l 000 0.792 76.0 0 196 I 592 6.362 0.25() I 104 167 ,/ Tl 104.167 -518 1.500 1.292 99.2 0.307 1.808 9.940 0.] 82 I 84 167 ,/ 1 P., I ij>P,. controls Bottom Girt Design Data (Tension) Sectwn Eiemuon Si=e /. !.,. K[;r A P,. $P .. Ratio ,Vo. P,. ft ft ft K K ---,n-______ F ....... ---··--·-·----·--,,. .. _ _._., _____ ·-··-· '"" __________ ,,_~---- LI 110.417-112 1.000 0 792 76 0 0 196 1 465 6.362 0.230 I 104.167 ,/ Tl 104167-518 l.500 l .292 99 2 0.307 3.097 9.940 0.3]2 I 84.167 ,/ 1 P" I 4lP., controls tnxTower Job Page Mobilitie 120' Stealth Monopole -Lattice Structure 20 of 20 B+T Group Project Date 1717 S Boulder Are . .":iwre JOO 104468 001 01 1511 54 05/18/16 !'ulsa. OK 7-1119 Client Designed by Phone: (9/N) 5H7--i6J{) Crown Castle bsevier FAX: (918) 295-0265 Section Capacity Table Secuon Efevatiun Component S1::e lriticaf p ol',i11o, % Puss \'o ft fype Elemem K K Capacity Fat! LI 110.417-Laniced Pole Leg 2 1/2 3 -48.344 220.058 22.0 f>ass 104.167 LI 110.417 -Latticed Pole 314 12 -7.835 10.032 78 1 Pass !04.167 Drngonal LI !10417-I .att1ccd Pole 1/2 14 -1080 4 694 23 0 Pa">s !04.167 1-lurizoma! LI 110 417 -I .att1ccd Pole Top 1/2 4 1 592 6 362 25 0 fJa,;;s 104.167 Girt LI 110417-Latticed Pole Bottom 1 /2 8 -I 424 4 694 30 3 Pass 104.167 Girt Tl 104.167-84.!67 Leg 2 1/2 32 -157 061 220.058 71.4 Pass Tl 104 167 -84 167 Oiagonal 1 42 -12.756 17.935 71 1 Pass Tl 104.167-84.167 I lorizontal 5/8 44 -2.588 6.800 38 1 Pass Tl 104.167-84 167 Top Girt 5/8 35 I 808 9 940 18 2 Pass Tl 104 167-84 167 Rottom (i1rt 5/8 38 -2 922 6 800 43 0 Pa,;;s Summary I .att1ced 22 () Pass Pole Leg (LI) I .atticed 78 1 Pass Pole Diagonal (1.1) Latticed 230 Pass Pole Horizontal (LlJ Latticed 25.0 Pass Pole Top Girt (Ll) I .atticed 30 3 Pass Pole Bottom G1rt(LI) Leg(Tl) 71 4 Pass Diagonal 71.1 Pass (Tl) Horizontal 38 1 Pa.,;;s (Tl) Top Girt 18 2 Pa,;;s (Tl) Bottom Girt 43.0 Pass (Tl) RATl'.\iG = 78.1 Pass Program Version 7.0.5. I -2/1/2016 APPENDIX B BASE LEVEL DRAWING ALL FEEDLINES ROUTED INSIDE MONOPOLE PROJECT NUMBER: 104468.001.01.0002 APPENDIX C ADDITIONAL CALCULATIONS Stiffened or Unstiffened, Exterior Flang Pl t e a e -A nv B It M t . I TIA Rev G 0 a eria Site Data Project#: 104468.001.01.0002 Site: Slimline 1. 1 @ 140 mph Pole Manufacturer: I Other Bolt Data Qty: 32 Diameter (in.): 1.25 Bolt Fu: Bolt Material: A325 Bolt Fy: N/A: 75 <--Disregard N/A: 55 <--Disregard Circle On.): 47 Plate Data Diam: 53 in Thick, t: 2 in Grade (Fy): 50 ksi Strength, Fu: 65 ksi Single-Rod B-eff: 4.17 in Stiffener Data Weldina at Both Sides) Config: 0 . Weld Type: Fillet Groove Depth: 0.25 <--Disregard Groove Angle: 45 <--Disregard Fillet H. Weld: 0.3125 in Fillet V. Weld: 0.3125 in Width: 3 in Height: 18 in Thick: 0.75 in Notch: 0.5 in Grade: 36 ksi Weld sir.: 70 ksi Pole Data Diam: 42 in Thick: 0.5 in Grade: 65 ksi # of Sides: 18 "O" IF Round Fu 80 ksi Reinf. Fillet Weld 0 "O" if None .. 0 = none, 1 = every bolt, 2 = every 2 bolts, 3 = 2 per bolt Reactions Mu 1898 ft-kips Axial, Pu: 24 kips Shear, Vu: 27 kips Elevation: 1 feet llf No stiffeners, Cnteria-TIA G l<-Only Applcable to Unstiffened Cases Flange Bolt Results Riaid Bolt Tension Capacity, cp'Tn,B1: 76.31 kips ~·rn Adju sled cp•Tn (due to Vu=Vu/Qty), B: 76.30 kips ~Tn[(1-(Vu/~Vn)'2]'0.5 59.82 Kips 105 81 I Max Bolt directly applied Tu: I Min. PL "tc" for B cap. w/o Pry: 1.539 in Min PL "treg" for actual T w/ Pry: 1.051 in Min PL "t1" for actual T w/o Pry: 1.363 in T allowable w/o Prying: Prying Force, q: 76.31 kips a'<O case 0.00 kips Total Bolt Tension=Tu+q: 59.82 kips Non-Prying Bolt Stress Ratio, Tu/B: 78.4% Pass Exterior Flange Plate Results Compression Side Plate Stress: Allowable Plate Stress: Compression Plate Stress Ratio: No Prying Flexural Check 22.B ksi 45.0 ksi 50.6% Pas ' Tension Side Stress Ratio, (treq/1)'2: 27.6% Pass n/a Stiffener Results Horizontal Weld : Vertical Weld: n/a n/a Plate Flex+Shear, fb1Fb+(fv/Fv)'2: n/a Plate Tension+Shear. ft/Ft+(fv/Fv)''2: n/a Plate Comp. (AISC Bracket): n/a Pole Results Pole Punching Shear Check: n/a Riaid TIAG <p*Fy Comp. Y.L. Length 21 10 '** Note: for complete joint penetration groove welds the groove depth must be exactly 1/2 the stiffener thickness for calculation purposes Analysis Date: 5/12/2016 Stiffened or Unstiffened, Exterior Flang e Plate -Anv Bolt Material TIA Rev G Site Data Site#: 104468.001.01.0002 Site: Slimline 1. 1 @ 140 mph Pole Manufacturer:! Other Bolt Data Qty: 32 Diameter (in.): 1.25 Bolt Fu: Bolt Material: A325 Bolt Fy: NIA: 75 <--Disregard N/A: 55 <--Disregard Circle On.): 47 Plate Data Diam: 53 in Thick, t: 2 in Grade (Fy): 50 ksi Strength, Fu: 65 ksi Sinale-Rod B-eff 4.12 in Stiffener Data Weldina at Both Sides\ Config: 0 . Weld Type: Fillet Groove Depth: 0.25 <--Disregard Groove Angle: 45 <--Disregard Fillet H. Weld: 0.3125 in Fillet V. Weld: 0.3125 in Width: 3 in Height: 18 in Thick: 0.75 in Notch: 0.5 in Grade: 36 ksi Weld str.: 70 ksi Pole Data Diam: 42 in Thick: 0.5 in Grade: 42 ksi # of Sides: 0 "O" IF Round Fu 60 ksi Reinf. Fillet Weld 0 "O" if None * O = none, 1 = every bolt, 2 = every 2 bolts. 3 = 2 per bolt Reactions Mu 1898 Axial, Pu: 24 Shear, Vu: 27 Elevation: 1 ! It No stiffeners, Criteria: TIA G Flange Bolt Results Bolt Tension Capacity, q,•Tn,B1: ft-kips kips kios feet Bolt Threads: X-Excluded mVn='"'0.55.Ab•Fu\ m-0.75, m•vn (kins\: 53.15 l<-Only Applcable to Unstiffened Cases Riaid 76.31 kips ~·Tn Adiu sled q,•Tn (due to Vu=Vu/Qty), B: 76.30 kips ~Tn[(1-(Vu/q>Vn)'2]'0.5 59.82 Kips 105 81 I Max Bolt directly applied Tu: I Min. PL "tc" for B cap. w/o Pry: Min PL "treg" for actual T w/ Pry: Min PL "11" for actual T w/o Pry: T allowable w/o Prying: Prying Force, q: Total Bolt Tension= T u+q: 1.539 in 1.051 in 1.363 in 76.31 kips a'<O case 0.00 kips 59.82 kips Non-Prying Bolt Stress Ratio, Tu/B: 78.4% Pass Exterior Flange Plate Results Flexural Check Riaid Compression Side Plate Stress: 22.8 ksi TIA G Allowable Plate Stress: 45.0 ksi ~·Fy Compression Plate Stress Ratio: 50.6% Pas Comp_ Y.L Length: No Prying 21.10 Tension Side Stress Ratio, (treq/1)'2: 27.6% Pass n/a Stiffener Results Horizontal Weld : Vertical Weld: n/a n/a Plate Flex+Shear, fb/Fb+(fv/Fv)"2: n/a Plate Tension+Shear. ft'Ft+(fv/Fv)"2: n/a Plate Comp. (AISC Bracket): n/a Pole Results Pole Punching Shear Check: 0 ,: C v n/a 0 Note. for complete joint penetration groove welds the groove depth must be exactly 1/2 the stiffener thickness for calculation purposes Analysis Date: 5/12/2016 Monopole Pier Site Name: !','lonopole Drilled Pier 1nput Criteria TIA Revision: ACI 318 Revision: Se1sm1c Category· Fo ~ .. Compression Shear Moment swelling Force Fo UJKation Dimensions Pier Diameter: Ext. above grade: Depth below grade: -erial Properties Concrete Strength: Ultimate Concrete Strain ·1 Profile: Normal Soils Thickness "'" (ftl 1 3 2 24 Analysis Results Soil Lateral Capacity Depth to zero Shear: Maic Moment, Mu: Soil Safety Factor: Safety Factor Req'd: RATING: Soil Axial Capacity Skin Friction (kl: End Bearing (k): Comp. Capacity (k), $Cn: Comp. (k), Cu: RATING: Shml1ne _lj_@ 140mph G 2005 C 24 kips 27 kips 1898 k-ft O kips 3.5 ft 0.75 ft 27 ft 3000 psi 0.003 in/in Fn,m (ftl 0 3 4.67 ft 2020.11 k-ft 1.73 1.33 76.9% 128.65 kips 64.94 kips 193.59 kips 24.00 kips 12.4% To (ft) 3 27 Date: 5/12./2016 0 0 ~ a c ' "' Ultimate Ultimate Ultimate Friction Uplift Skin Comp. Skin Bearlna: Unit Weight co,,.-, ... ~ Friction Friction capacity SPT'M' (pd) (p,f) jdeg) IWJ l"'n IWJ Counts 110 0 0 0 0 0 110 1000 9 Overall Foundation Rattna:: 76.9% Page 1 of 1 PROJECT SUBJECT DATE 104468.001.01.0002 -Slimline 1.1 @ 140 mph Direct Embedded Pole -TIA-222-G 05/12/16 PAGE OF B+T (jRP 1717 S. Boulder, Suite 300 Tulsa, OK 74119 (918) 587-4630 ------·----- Direct Embed Foundation Analysis i Rev. Type: G I Design Loads: Moment: Tower Weight: Embedded Shaft Properties: Depth of Embedment: # of Sides: Yield Strength: Pole Thickness: Pole Diameter at Max: Moment: Shaft Filled and Encased w/ Concrete? Pier Properties: Pier Diameter: Concrete Unit Weight: Maximum Moment: Depth to Zero Shear: ** Notes· Input factored loads 1,898.0 ft-kips 24.0 kips 27.0 ft 0.0 42.0 ksi 0.5 ,n 42.0 in N 3.0 ft 150.0 pcf 2,020.1 ft-kips 4.7 ft Summary of Results Pole: Soil: 8].QO/o 76.9% RECEIPT EG00059241 BILLING CONTACT Interstate Transport and Broadband, LLC 869 E Schaumburg Rd , 324 Schaumburg, IL 601943653 REFERENCE NUMBER FEE NAME LUA16-000716 PLAN · Environmental Review PLAN -HE Conditional Use Technology Fee Printed On: September 12, 2016 Prepared By: Jill Din9 -----•,,._?Renton e 1055 S Grady Way, Renton, WA 98057 TRANSACTION TYPE Fee Payment Fee Payment Fee Payment Transaction Date: September 12, 2016 PAYMENT METHOD Check #00021747 Check #00021747 Check #00021747 SUB TOTAL TOTAL AMOUNT PAID $1,000.00 $2,500.00 $105.00 $3,605.00 Page 1 ol 1 ' ' . '! . The information included on this map has been cornpiled'by King County staff from a variety of sources and is subject to change without nc)tice. King County makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the Lise of such information. This document is not intended for use as a survey product. King Co1;.nty shall not be liable for any general, special, indirect, incidental, orconsequential damages including, but not limited to, lost rever1ues or lost profits resulting from the use or mistise oft he information contained on this map. Any sale of this map or information on this map is prohibited except by written permission of King County. Date: 8/2/2016 oun I l ! l ~ i I I -~;;, i • ~--'":·-r..;-·- ~ "1 -~ l' . .,,,,,,...,, ~--"~-"' ... l .fa ;.,.,.~ ' ~ r'""-"""'""'''"''""""''-""'"""'"-"""-""""""'-""""' ,:"'!. 1 f J g 3 ~ ~ ~ ·"' -~- ) I '"· ~.1 ~I f=~~''"'t : ~ ,, . 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'1' ' ' : . 4s--/';?('!,'!· I 4 ---I, • ': : (E) DRIVE\JVA'Y -~-', II! ' i,· " ' i, -' 1-, • 1 , • , · -• , • · ·v~--2.__ I • , I 1 ' A-2 • . '',,,I.,' .'1--+-.:_ ,! ' "'-1,111 I O '1. • • t ,_ -I , "'7-r~---· "' : : , i ' ' ,\ fl·,: j i -----~--(N) 120'-0" UTILiTY POLE NI ,, " . -·ll ' Ir J 'I . • ' • • . -, (''"'." + ,/', h :.:t,. i l-r -..,_ Q,. I ",' {\'·i1 --=o;f .. <1·1 ·-,AI •. , ·t A-2 i1J'1 0-fl 'i , , j',' , 11 , -11 'I d I ., - ·, '_,-·--. 2-l·-11-a -. .jl ii ,-.. --44'-0" -----(E) UTILITY i I~----i --" ---i , POLE --------._ i ~ <,~~:-·+-· ~~=~·-·----· __ -,--·: I ' ' -I -• . ' ". f ' I ' ' ' "-· {- • ' . ' ' • A ,j ' " ,i -' • I --..... ~~"':1"--:~ ---i ' .. 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UE ; UGP L~ ABOVE ORADE LEVEL ASSESSORS PARCEL NUMBER AMERICAN \A/IRE GAUGE BOTTOM OF CENTER OF CENTER LINE CLEARANCE DIRE'.CT CUFlRENT DIAMETER EXISTING FEDERAL COMMUNICATIONS COMMISSION GLOBAL POSI !IONINO SENSOR GROUND LATITUDE POUNDS LONGITUDE MAXIMUM MINIMUM NEVV OVER HEi\D TELCO OVER HEAD P0\1\/ER PROPERTY LINE POINT OF CONNECTION POWER POLYVl~lYL CHLOl'IIDE RADIUS RADIO FREQUENCY STORM DRA!N SEWER MAIN TO BE DETERMINED THERMOPLASTIC HIGH HEAT RESIST ANT NYLON COATING THERMOPLASTIC HEAT I 1NATER RESISTANT TYPICAL TOP OF UNWANTED EMISSIONS UNDERGROUND POWER UNDERWRITERS LABORATORIES INC. DRAWINGS ARE D1AGRAN1MATIC J\ND NOT FOR CONSTRUCTION, AND COMPLETED WITHOUT THE BENEFIT OF A CIVIL SURVEY (BY OTHERS). ALL DIMENSIONS, NOTES AND EXISTING CONDITIONS ARE ESTIMATED, INCLUDING PROPERT'Y LINFS, UTILITY CONNECTIONS, ROUTING, AND SITE ACQUISITION "----------·---"" A&E SERV!CES ,..~~----,----""""""'-~~=•"'-"=~---, DRAWN BY: SASCO I--·------+-··---··=="""™"' =----1 I Di\ TE: 05/03/2016 I I I l • I -.,,,,_,....,.,,........,,.,,.._ REV DATE DESCRIPTION BY 0 05/03116 90%, CONSTRUCTION ENG ~--------------- ·1 08103/16 INTERi\l,4-L UPDATE TW ----.. --· --------· ----------------" ·-·-· ···------- ----f----------- ---~--__________ ,. __ -·---- ----·--· -. I -------·--------·---· .. :=_j_. _____ ------------------~-- -----·- PRELIMIINARY NOT F()R CONSTRLIIC!l'ION IT IS A VIOLATION OF LAW FOR ANY PERSON, UMLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PHOFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. '~--""""' .... ,,,_._,,, """""'~-----" SITE ID: 9WAX000311A l ' NEAREST ADDRESS/ SPEC:IFIC ADD 1 I f,JE 3RD ST. & JF=FFFRSO~~ AVE. NE (N) STEEL UTILIT''f POLE .._ ____________ ,, ___ _ SITE p:LAN EASEMENTS -TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION -L !L-;:;~TE: EXl~TiNG MILE P()ST DOFS NOT EXIST WITHIN THIS VIClr~ITY ~%~w'&§~;,.~,F,]ii-u;,",_;-,,,.,.';';';,.ei:".<C;_e<.4,'h,.,,~.;;:"0.s'.,f.::·>·c"'l'~',·,:1;11";;1c'il1',~',':;l,\:iliK.C'S::'~'v.?tffi"lt;~.£QM,\i".¥dO:ill.:;)/_fMiJ:,;~r.?,h<t<J;{'j;;,'e/,s.•~;~~W.N,.<0~.,,,;,J,eo:i,' SITE PLAN A-1 --'-------.. ~---·----·---·-.,,--,--~=------------·-----------·--------.... ~~:::~~:: :~:~~ ~;~::: ~:~:: "~~o:~~-~: '[! _ ===--=====---·=----_·_· -·· :=-·=----··----~-~·-._-__ -_ ,-~