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88 OCEAN BLVD - RIGHT OF WAY Y'iyL`1rJr sA CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD • V ATLANTIC BEACH, FL 32233 ;3 gr INSPECTION PHONE LINE 247-5814 RIGHT OF WAY - SINGLE OR TWO FAMILY RIGHT OF WAY MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: ROW17-0006 Description: attach antenna & equipment shroud to existing utility pole Estimated Value: 0 Issue Date: 7/26/2017 Expiration Date: 10/24/2017 PROPERTY ADDRESS: Address: 88 OCEAN BLVD RE Number: 170225 0010 PROPERTY OWNER: Name: DOWARD DAVID A Address: 88 OCEAN BLVD ATLANTIC BEACH, FL 32233 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: MOBILITIE Address: Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. I r 47,PJ Permit Conditions , ' City of Atlantic Beach Permit Number: ROW17-0006 Description:attach antenna&equipment shroud to existing utility pole Applied:6/27/2017 Approved:7/24/2017 Site Address:88 OCEAN BLVD Issued:7/26/2017 Finaled: City,State Zip Code:ATLANTIC BEACH,FL 32233 Status: ISSUED Applicant:<NONE> Parent Permit: Owner: DOWARD DAVID A Parent Project: Contractor:<NONE> Details: LIST OF CONDITIONS SEQ NO ADDED DATE REQUIRED DATE SATISFY DATE TYPE STATUS DEPARTMENT CONTACT REMARKS 1 6/30/2017 UNDERGROUND WATER SEWER INFORMATIONAL UTILITIES PUBLIC UTILITIES Kayle Moore Notes: Avoid damage to underground water and sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed,call 247-5834. 2 7/6/2017 EROSION CONTROL INSTALLATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(247- 5814)to request an Erosion and Sediment Control Inspection prior to start of construction. 3 7/6/2017 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site during construction. 4 7/6/2017 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full right-of-way restoration,including sod,is required. 5 7/6/2017 UTILITY ROAD CUT INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be shown on the plans.\r\r\r\r Printed:Wednesday,26 July,2017 1 of 1 • 01 y\ City of Atlantic Beach APPLICATION NUMBER (r ' • r Building Department (To be assigned by the Building Department.) 1 ;i 800 Seminole Road .,.:44/09, r) Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 ��;� E-mail: building-dept@coab.us Q 0w 7 ` v O O Date routed: /o /Z—Q /( 7 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: SS 0C—E (—VD Department review required Yes No Bui�ldin Applicant: MC) O1 LA 7 t C- Pl anning &Zoning � 1> Tree Administrator Project: R 1 1`1 7 0 ''V V N Public Workk j Public Utilities Public Safety _ Fire Services Review fee $ Dept Signature :..� Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. ['Denied. FiNot applicable (Circle one.) Comments: BUILDING PLANNING &ZONING4P Reviewed by: Dat GDat 7-1`1—17 TREE ADMIN. Second Review: Approved as revised. ['Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ['Denied. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 � Liv..; City of Atlantic Beach APPLICATION NUMBER 41 M - 4, Building Department "°" (To be assigned by the Building Department.) r ' 800 Seminole Road JUN 2 �� ouvl-7 - boob -5...40_,-,, Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 / 7Z-9 b, Email: building dept@coab.us �Y Date routed: Co City web-site: http://www.coab.us �(r APPLICATION REVIEW AND TRACKING FORM Property Address: 8E, IcEf\&)FiLVD Department review required Yes No Building Applicant: 1\A c, (2, 1u Z i G planning &Zoning Tree Administrator Project: R i G t`-( 7 v"C U0 P.c (---public Wor s publi-c Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ®Approved. I [Denied. ❑Not applicable (Circle one.) Comments: • BUILDING `l iftkitej latiotee$ PLANNING & ZONING Reviewed b h Date: '/..b-17 TREE ADMIN. Second Review: ['Approved as revised. // ❑ pp ❑Denied. ['Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. [ INot applicable Comments: Reviewed by: Date: 11 Revised 05/19/2017 r)..->,3 ,. City of Atlantic Beach APPLICATION NUMBER 11 Building Department i (To be assigned by the Building Department.) u 800 Seminole Road I, 1 ti (--1,,), �t Atlantic Beach, Florida 32233-5445 R ow l 7"' 000 ijp Phone(904)247-5826 • Fax(904)247-5845 --to isi /%' E-mail: building-dept@coab.us Date routed: 7/z /9 / i 7 City web-site: http://www.coab.us ((( APPLICATION REVIEW AND TRACKING FORM Property Address: E j Q�=- V E 'LvD Department review required Yes No lBuildin. 1 Applicant: \ `C i ( 1 L( TIG Planning &Zoning , Tree Administrator Project: R 1G 1'-t ( v'r V P4c cu-____Works bRu lic Utilities Public Safety Fire Services Review fee $ " Dept Signature >L Ivv Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By_ Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLI ATION STATUS Reviewing Department First Review: Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: W-Lr--,— Date: C 3."=' TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑Denied. ❑Not applicable 1• R19.„1/4 / Comments: 'UB IC UTILITIES CV -34- 7 PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 . .,—. .,...,..., • -• 1ST ST • .1ST ST , . :. . , . . • .. .,..am 4,,,,.,.. .. --,--1 • 11, . .4? 4i . -461Wir A i. . . . 9.111100r- . _ 1 t:, . . . 7. >7.,-,•,... f .i.. ..•:: I, ' .. ,....,... „ .,„,.. . , . t.,...... , ? .. . ; . ,.. ,.,. ......--.. .. ..., . ..., ....„. ...., / . , . . . .,,. ...._, 90 4"VC SEWER MAIN .... .. 4 ,.. . . . • 8" PVC WATER MAIN 1,0004 simor ....._.._ . _.._ t•.-- . ' 'flip lia ,..___...._ ....... . _ _. ._.... •..._-- --,... . . . 86 tugl -- lt, ... ----- . i jek It • --........--0 • • . :CIO 't -,,,_ 0 .. . ,... , ......-,,........• . . . .,.: 1 84 .: ...,...., -73 c eg'- • : z -- ......------ --.:,--•-' 1 t, . .. ..... . 1 • „ ilfir i'' . ;, I : Ik , . , .. i \,. • ,_. „ . . . . , r .,, . ,...... . .,.. .. • .. . -,.„,.,-..,.,. ... ., ' . .._ . „..,„..... .,.. 1„ . ,...,., .. tr... ... . ..14 ..-..;.:,....:.7-::::,:...3--,.,J,p,...,.. . - ,- . . ,..:,,...... . 1,......, ,.., . i ..:.,. . .: -1.,......iv.,...i.:.:4.....,,. ,..,... . , ...:._.: , ..... „.... . .. .. . :,,,, . ..........,.... , , . 76 . , 9FLB003568D ' :41' CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS 800 Seminole Road 904-247-5800 MY, Atlantic Beach,Florida 32233-5445 Fax 904-247-5845 PLEASE SUBMIT(3)COMPLETE SETS OF PLANS WITH APPLICATION. Date 6/26/17 PERMIT# (t }` b001,0 ISSUED BY THE CITY Job Address_88 Ocean Blvd Permitee: Mobilitie, LLC Telephone#_904-420-9391 Ck Permittee Address:_34/5 Piedmont Kd. NE Suite 1000 Atlanta, GA 30305 Requesting Permission to Construct: _Attachment of Wireless Backhaul equipment to existing Utility pole within Public Right of Way Location: (Reference to Cross-Street)_Ocean Blvd & 1st St. (30.325936/-81.396383) 1. Applicant declares that p rior to filing thi s application he has ascertained the I ocatiizit'r�'8f iallEbxxtigg utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification wps mailed to the following Utilities/Municipalities; Applicant to supplement location of exising utilities prior to construction. Jacksonville Electric Authority Yes( ) No ( X ) Date: Bell South Telephone Company Yes ( ) No ( X ) Date: Ferrell Gas Yes ( ) No ( X ) Date: Comcast Yes ( ) No ( X ) Date: 2. Whenever necessary for the cons truction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Dire ctor of Public Works, and at the expe nse of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Depar tment of Transportation Standards and be performed under the supervision of _Wiliam Bowen (Contractor's Project Superintendent) located at_3475 Piedmont Rd. NE Suite 1000 Atlanta, GA 30305 Telephone#: 727-667-0995_All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 4. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 5. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the city Right of Way are to be included with this application. 6. This permittee shall commence actual construction in good faith with _90 days. If the beginning date is more than 60 days from date of permit approval, then permi ttee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 7. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, a nd save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses ar ising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 8. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. OWNER ,/Z� l�7 cNA'J cA�A i i-L Signed: _Ce� J Date: h / Before me this day of a in t e County of Dyyal, State lorid-, rso ally app:ared C>! 7 ( 4<- TONIGINDLESPERGER Nota blic at L- of Flon , , %.a,County of Duval. ' MY COMMISSION#FF 924951 mission ex• �. Person•��rKfiew EXPIRES:October 6,2019 � L ' \1��_ Produced Identification: Banded Thru 1•' ri Pudk UnderNnters KMB 9FLB003568/JA9OXS918D 28ft AGL Existing Wood Pole DESIGN GROUP 140mph with Underground Power June 21, 2017 1 Brian Deye PAS S A&E Specialist Mobilitie 3475 Piedmont Road NE, Suite 1000 Atlanta, GA 30305 Structural Evaluation Letter—9FLB003568/JA9OXS918D Structure: 28ft AGL Timber Pole Material: Class 4 Southern Pine Site Address: Ocean Blvd& 1St St,Atlantic Beach, FL KMB Project No: 335.0000 Dear Mr. Deye: Pursuant to your request, we have prepared this letter describing the methodology and codes used to review the reactions imparted upon the existing wood utility pole with the proposed telecommunications equipment. This Analysis has been performed using Osmose 0-Calc Pro Version 5.01 modeling software. The existing pole was designed per the following specifications which were provided by Mobilitie: - Class 4 Southern Pine - Wires at various elevations - Pole embedment depth is 7ft - Pole was observed to be in fair condition It is proposed to install new telecommunications equipment on an existing Class 4 timber pole within the above mentioned geographic region. KMB has reviewed the appropriate codes and has established a maximum wind speed of 140mph for this load case and analysis. An importance factor of 1.15 was used. The pole will be supported by an existing direct embedment foundation. This existing pole will support the following Black Box solutions 2500MHz loading: Elevation Antenna 6'-0" Disconnect 11'-0" Distribution Box 16'-6" Equipment Shroud w/UE Relay, GPS Antenna, and Radio 30'-1" Omni Antenna www.KMBDG.com 1800 Route 34,Suite 209 • Wall,NJ 07719 732.280.5623 Structural Evaluation—28ft AGL Timber Pole KMB KMB Project No: 335.0000 DESIGN GROUP Date: 6/21/2017 As part of the design process, engineers licensed to practice in Florida, have reviewed the existing pole for the proposed equipment loading. The applicable design codes which govern the structural analysis of this project are as follows: - TIA-222-G - 2014 Florida Building Code 51h Edition - National Electrical Safety Code—NESC C2-2012 - NESC Light Grade C Construction - NESC 250C 140-mph with no ice. Findings: Pole: Based on the attached calculations, we hereby determine that the existing wood pole will be stressed to 55.9% of its max allowable capacity. Hence, we conclude that the existing pole can safely support the proposed telecommunications equipment as documented within the Appendix A calculations. Foundation: KMB has utilized the following method of analysis for the pole foundation: 2014 Florida Building Code, Section 1807.3.2.1 o Soil Class: Silty Sand o Presumptive lateral bearing pressure: 150 psf/ft Based on our assessment, the existing embedment depth of 7ft is sufficient to support the proposed loading. Please refer to calculations in Appendix B for further details. Conclusion & Recommendations: KMB's analysis determines that based on general soil parameters and characteristics for these regions that the pole and foundation have sufficient capacity to resist the base moments. Should there be any modifications to the proposed equipment configuration KMB shall be notified to update the report. Should you have any questions or comments do not hesitate to contact us. Sincerely`,��F; N R Z :AdNil .I -i. a S'A7E C= ' O'-3,;AF '`iaHi2p' 3��'�' hi Stephen A.Bsr& y g FL Professional Engineer 68902 Page 2 of 4 9FLB003568 JA9OXS9I SD Report-622201712:38 PM Structural Evaluation—28ft AGL Timber Pole KMB KMB Project No: 335.0000 DESIGN GROUP Date: 6/21/2017 Appendix A Structural Calculations - Pole Page 3 of 4 9F1,13003568 3A9OXS918D Repos-62120174:13 PM 114 4 4 � 4 4 I k M ag ,yam n 771/ 18 S o O i ' Ll1 I 0 l 0-Calc® Pro Capacity Summary Info Pole Identification: 9FLB003568_JA9OXS918D Report Created: 6/21/2017 File: 9FLB003568JA90XS918DOcalc.pplx 40 5U 60 30 7U -20 80 LO 55.9%of Allowed MCU Unguyed Groundline I Max Cap Util [ Moment 1 26,630 ft-Ib 26,630 ft-lb Height_ A 4e 1 Angie Max 55.9 17 0.0 ft 1310.01 317,111 GL 55.9 0.0 ft 1 310.01 317.31 Budding 2.0 14.1 ft 310.0' Unguyed - § 2 7 \ 2 o 0 Q 2 o 0 E > o 6 ' , o ƒ ° \ \ 6 ) 6 3 / \ < \ q o < m m G < G % k \ \ C \ / k k ` ii 2 c c 2 CO CO CO / \ E o— 6 a / e o & « \ \ -J __ ƒ k 2 % * @ / \ '\ 2 / .. \ / 2 CD o C 5 o g \ / ) \ / E \ a x > 7 \ ƒ / \ a) ƒ f G 0 = qR ® If; a W k 0 0 Q - S 7 Lf) 111 COCOC 4 b0 $ co 0 _ ¥ > ° o a a 0 N N # / Z / \ ® o / ƒ C/) = E _ -0 Ce o g / 6 / \ \ t C = g a 2 % ° / o \ . c a A a. 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U 0o . 7 c Y N U Q 'L co R m Y N O " Y O T O O O N N N O = O CO U u) a 0 0m mm Ce ct cm -; Structural Evaluation—28ft AGL Timber Pole KMB KMB Project No: 335.0000 DESIGN GROUP Date: 6/21/2017 Appendix B Structural Calculations - Foundation Page 4 of 4 9FL6003568 JA90X5918D_Report-62120174:15 PM Client: Mobilite KM B DESIGN GROUP Project: 9FLB003568_JA90XS918D Atlantic Beach,FL Pole t: 35ft Overall Embedment: 7ft Date: 6/21/2017 Foundation Analysis-9FLB003568_JA9OXS918D 2014 Florida Building Code Section 1807.3.2.1 D=Setting Depth= 7 ft H0o1e=Total Length of pole= 35 ft Allowable GL Moment= 26,630 lbs-ft For Nonconstrained poles d= 0.5*A"(1+(1+(4.36`h/A))05) A= 2.34°P/(S1'b) = 2.19 b= Diameter of Post(ft)= 0.83 h= Distance to point of application of P(ft)= 14.00 P=Applied Force(lbs) = 1371 Si=Allowable lateral soil bearing pressure(psf)= 1764.00 (Section 1806.3.5 and Table 1806.2) d= Required Depth of Embedment(ft)= 7.0 Embedment Depth Provided(ft)= 7 OK 1807.3.2.1 Nonconstrained. The following formula shall be used in determining the depth of embedment required to resist lateral loads where no lateral constraint is provided at the ground surface,such as by a rigid floor or rigid ground surface pavement, and where no lateral constraint is provided above the ground surface,such as by a structural diaphragm. d=0.5,111+11+(436bbt)11°1 (Equation 18-11 where: A =234P/(S1bl b =Diameter of round post or footing or diagonal dimension of square post or footing feet(m) d =Depth of embedment in earth in feet(ml but not over 12 feet(3 658 mi for purpose of computing lateral pressure h =Distance in feet(m)from ground surface to point of application of'P. P =Applied lateral force in pounds(kN) Si=Allowable lateral sod-bearing pressure as set forth in Section 1806 2 based on a depth of one-third the depth of embedment in pounds per square foot (psf)(kPa) TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES CLASS OF MATERIALS VERTICAL FOUNDATION LATERAL BEARING PRESSURE LATERAL SLIDING RESISTANCE PRESSURE(psi) (psflft below natural grade) Coefficient of friction'Cohesion(psf)b, 1 Crystalline bedrock 12.000 1 200 0 70 — 2 Sedimentary and foliated rock 4 000 400 0.35 — 3 Sandy gravel and•or gravel(GW and 3 000 200 0 35 — GP) [5 4 Sandsilty sand clayey sand,silty gravel and clayey gravel(SW.SP. 2 000 150 0.25 — SM.SC GM and GC) Claysandy clay.silty clay.clayey silt.silt and sandy silt(CL.ML,MH 1.500 100 — 130 and CH) For SI 1 pound per square foot=0 0479kPa. 1 pound per square foot per foot=0.157 kPa'm a Coefficient to be multiplied by the dead load b Cohesion value to be multiplied by the contact area as limited by Section 1806 3.2. 1806.3.4 Increase for poles. Isolated poles for uses such as flagpoles or signs and poles used to support buildings that are not adversely affected by a 1/2 inch(12.7 mm)motion at the ground surface due to short-term lateral loads shall be permitted to be designed using lateral bearing pressures equal to two times the tabular values.