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FF04,0.64 Town of Southold 9/10/2015 P.O.Box 1179 o , 53095 Main Rd 'pgj01 �0� 44 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37771 Date: 9/10/2015 THIS CERTIFIES that the building WIRELESS COMMUNICATION SYSTEMS Location of Property: 165 Peconic Ln,Peconic SCTM#: 473889 Sec/Block/Lot: 75.-5-14.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/15/2014 pursuant to which Building Permit No. 39206 dated 9/24/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: modification and upgrade an existing monopole(for Sprint) with feed lines inside the monopole structure as applied for. The certificate is issued to Town of Southold of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED ho ed$i ature ,SUFFouj TOWN OF SOUTHOLD ' of:6'k BUILDING DEPARTMENT z TOWN CLERK'S OFFICE o41 ��Ip1 SOUTHOLD, NY "05 BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39206 Date: 9/24/2014 Permission is hereby granted to: Town of Southold 53095 Route 25 PO BOX 1179 Southold, NY 11971 To: modify and upgrade an existing monopole, with feed lines installed inside the monopole structure as approved. Kindly provide advance notice to the Police Station before work begins. At premises located at: 165 Peconic Ln, Peconic SCTM # 473889 Sec/Block/Lot# 75.-5-14.1 Pursuant to application dated 7/15/2014 and approved by the Building Inspector. To expire on 3/25/2016. Fees: WIRELESS COMMUNICATIONS -MODIFICATIONS $500.00 CO -COMMERCIAL $50.00 Total: $550.00 Asi-e -. 0---66 -- Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT - TOWN HALL - 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building,and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. — 1IILI bq New Construction: Old or Pre-existing Building: (check one) Location of Property: Rd U'1'c.- 2.54-- -i'e,Cem i r_, Lane Pecon t , Y 119 Cif/ House No. Street 1 Hamlet Owner or Owners of Property: TD CA) t•-1 0 Suffolk County Tax Map No 1000, Section 75 Block 5 Lot 14, Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: - Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ SO• -0 Applicant Signature PP.P1 A KM Consulting Engineers, Inc. Wireless Engineering and Project Management July 7, 2015 [ .� i , j! , i-h1 Anthony Drexler _fl SEP ® 1 2015 Skynet Wireless Group 205 Route 46 West, Suite 10 BLDG DEPT Totowa, NJ 07512 TOWN 01 oullira RE: NY07XC789 Peconic Police Department Route 25 & Peconic Ave Southold, NY 11971 KM Project No. 140524.06 Dear Mr. Drexler, Further to your request, KM Consulting Engineers, Inc. (KMCE) has reviewed drawings, notes, and photos for the above referenced site. Based on the information received, the site was reviewed to determine if the new Sprint 2.5 installation was properly installed. KMCE did not visit the site. Information reviewed included a structural analysis by KM Consulting Engineers dated 7/9/14, CDs by Skynet Wireless Group dated 6/5/14, site inspection notes dated 4/27/15 and recent photographs of the finalized installation. The Sprint 2.5 installation was permitted to install (3) new APXVTMI4-C-120 panel antennas and (3) new RRH8x2Os (1 each per sector) on new 3.0" (nom) schedule 40 pipe masts. (3) existing Sprint panel antennas and (6) existing RRHs were to remain on the existing t-frame mounts on the monopole. Through field verification, this site currently has (3) new antennas and (3) new RRHs installed on new 3.0" (nom) schedule 40 pipe masts on the existing t-frame mounts. It is our professional opinion that this site is in compliance with the above referenced construction drawings and analysis. The Sprint 2.5 installations appear to be in good condition and structurally sound. It does not appear that the monopole has been adversely affected by this cellular installation. Should you have any questions or comments, please do not hesitate to contact our office. Sincerely, OF NEIN, KM CONSULTING ENGINEERS, INC. kip. 0-• Bo ®,A * . ,1 ° 4Y". 51" Michael L. Bohlinger, PE 704 075700 7. Principal NA®FESS�O0P NY License No. 075700 K\Skynet Wireless Group\NY07XC789-Southold Police Station\NY07XC789 Inspection Letter Rev 0070715 docx 9 Forest Lane, Ewing, NewJersey 08628 Tel. (609)538-0400 Fax. (609)538-8853 Email: info@kmengr.com VISIT OUR WEB PAGE @ www.kmengr.com FIELD DzSiEC1)N REPORT DATE COTVI ENTS FOUNDATION(1ST) . . • 11-. • FOUNDATION(2ND) . . • . .. 1 tri 6'' . .0. • • . vr� • ROUGH FRA.MTNG& it-4.1 • PLUMBING • • • . . - - ,__. Tt).' " H INSULATION PER N.Y. . STATE ENERGY CODE . r\ • .. • . . .5 3 fc,fd • •4,•;•-/,,,, ,4.- .4, /240:44e-/-/).L4S 7?) C- '-- •#--/7 • .. • , a No .4c- ® • FINAL 4 ,, _ Cr7 . , ,/,cie.o• _ „ cam-, , . • • �ry1 �y{� . " ADDtTlOI 'CO�• <� 1� rw-..,pa-'.tncr . . .... . . % • NO.1. 11 .:"` 1N\ ilt ./ ; f ' .41 iC L • NO -e . i c ' • • • . •. ,_ . • • 2 • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST r BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 3 * Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application 11,,// Flood Permit Examined 0.6b 20 Single&Separate bbUbbU Storm-Water Assessment Form Q Contact: �( Approved { e,20 h° Mail to: S5SO Me lri G k Az) Disapproved / c$!)1)(3111q-f at i+e 3DB iA ass-aft-10a LAI Pho e:5/6 - b 7-2398' Expiration *4,20 if 9D Set Cite ► ancLts; 1J 1 ' Building Inspector RED :E - APPLICATION FOR BUILDING PERMIT J U L 15 2014 .. _ Date i Lune &4 , 20 BLDG DEPT INSTRUCTIONS TOWN OF SOUTHOLD a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations, for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in buildinggfor necessary inspections. UCA a yAN''�.,3',�f S. A u� a:7, E3 iA �y�i �n (Signature of applicant or name,if a corporation) t:. � I Y 1! 55c0 f e rri c/Lt�c -71--e 302- r`till�pp, .. W°� a ' ��F � IFI 'Aa� cfSsap.eQua lux ,j- c- 1 y h r (Mailing address of applicant) uI :iY� r,,A!\.v.::4,,, APPROVED AS NOTED t.-J", State whether applicant is owner Jesse , agent, architect, engineer, general contractor elgctrician, plumber or builder DATE 'Y P # .39 ,6 FEE 51C. BY — 1 i 1 NOTIFY BUILDING DE ARM/IE.-NTT: Name of owner of premises 1 �1.OrN 0 O 1�1.�h,0( � 76; 1F2 g Ani; TO 4 PM FOR TI IC (As on the tax roll or latestclee� G INSPECTIONS If applicant is a corporation, signature of duly authorized officer 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE (Name and title of corporate officer) 2 ROUGH-FRAMING,PLUMBING, Builders License No. STRAPPING, ELECTRICAL&CAULKING 3 INSULATION Plumbers License No. 4. FINAL-CONSTRUCTION &ELECTRICAL Electricians License No. 3 tr M E MUST BE COMPLETE FOR C 0 Other Trade's License No. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW 1. Location of land on which proposed work will be done: D YORK STATE. NOT RESPONSIBLE FOR 411-1v5 Ro -e 25 (�Kos 1105 Pecos i c.La r e) I e con pCSIGN0 ciONSTfiUlT O ERRORS. House Number Street Hamlet y County Tax Map No. 1000 Section 5 Block c l Lot 1q. ) Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy €/e Cdoly b. Intended use and occupancy —ThierOrviniu Deis a Ci 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work Seg a rc ked' Ci;rotAJ,,v-c (Description) ‘.// 4. Estimated Cost t 077, 000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units /3//1 Number of dwelling unitslon each floor If garage, number of cars ! 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner nn �I 11. Zone or use district in which premises are situated I`- go 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Own o rfv a-1-4o/J Address 53095 Ro df 2S Phone No. & 3I - 77 ,f- I A'od Name of Architect Sk.y ne 4- Address o7b5 R W, cv To? hone No a o f- d 3 3 `(3o0 Name of Contractor r mp,re Tete(o tv► Address 1150 15/A /e• 'F'43. Phone No. 5''f5.- 3/3- /F/ (o-P, P 191406 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *;YES NO 4 * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO X * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES I NO /V * IF YES, PROVIDE A COPY. STATE OF NEW YORK) Patrick S. O'Rourke p� 99 ss: N$air Pitbl Stale of New York COUNTY OF NC-Srtw) � CO. sty V 1 c `c7 ` being duly sworn, deposes arC ORMI1/4" lft• *3®45 (Name of individual signing contract)above named, (S)He is the A (C6Atract. ilorporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this �1,� day of 20 \`1 Notary Public Signature of Applicant S / - • it FOR INTERNAL USE ONLY p- S IT E P LAN USE DETERNt{NATION p C rye Initial Determination13 `( JUL 3 1 20 6 Date Sent:, 2_f 3/ 1 � I` ,/ Pl,n ng Burd 5/ �,•. �. 1� .'4. ��1 Project Address: 1114° S An, /t ' is 000- -____SL1A Zoning District: Suffolk County Tax Map No..1 . Request: ,_ _I / 'arid y`.��_....._.- /, i 41 (Note: Copy of Building Permit Application and supporting'docu:!'entation'as to proposed use or uses should be submitted.) Initial Deterrriination as to whether use is permitted: re uired:tvc�• ' ip . er Initial Determination as to whether site plan is q Signature of Building Inspector Planning Department(P.D.) Referral: Date of Comment:� f.—�-1� P.D. Date Reeeived:� — • Comments: _. _de _ • Signature of Planning Dept.-Staff Reviewer - . Final Determination . Date: / — Decision: . _1._ .,_11.,... I...nrlonfnr } MAILING ADDRESS: PLANNING BOARD MEMBERS '°,���,®F SO(11 P.O.Box 1179 DONALD J.WILCENSKI 1� 44.® ® ; Southold, NY 11971 Chair Jig 4g ; OFFICE LOCATION: WILLIAM J.CREMERSco Town Hall Annex PIERCE RAFFERTY G 4Q�1�1 54375 State Route 25 JAMES H.RICH III Oly ,, A ��r� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR = COUN I rV►9` i�� Southold,NY ... .iii Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director Date: September 23, 2014 Re:- Planning Department Report Sprint PCS Modifications and Up-grades SCTM#1000-75.-5-14.1, Monopole next to Police Station 41405 NYS Rt. 25, Peconic As an addendum to the attached SPUD, the Planning Department has conducted a review of the proposed modifications pursuant to §280-74 B.(2), and has received a report from our Wireless Technical Consultant, Cityscape, Inc. (see attached report). We have the following recommendations for this application: 1. The proposed Sprint PCS modifications and up-grades are in compliance with the General Requirements of§280-70, therefore, we recommend a Building Permit be issued for this application in accordance with the Structural Analysis Report dated July 9, 2014. 2. The Building Permit must state the following: "All feed lines shall be installed inside the monopole structure as approved." Thank you for your cooperation. State of New York Telecommunications Site Review Consultants, Inc. Antenna Upgrade 7050 W.Palmetto Park Road#15-652 Boca Raton,Florida 33433 Tel:877-438-2851 Fax:877-220-4593 September 9,2014 Ms.Heather M.Lanza,AICP Planning Director SEP i 2014 Town Hall Annex Building 53095 Route 25Southold Town Planning Board Southold,New York 11971 RE: Carrier: Sprint Site#NY07XC789 Address: 41405 Route 25,Peconic SCTM#1000-75.-5-14.1 Dear Ms.Lanza, At your request, on behalf of the Town of Southold, New York ("Town"), CityScape Consultants, Inc. ("CityScape"), in its capacity as telecommunications consultant for the Town, has considered the merits of an application submitted by SprintPCS Wireless ("Applicant") to modify their existing Sprint CDMA(Code Division Multiple Access) communications service on an existing monopole structure, see figure 1. Previously Sprint was paired with Nextel and provided two types of service, standard voice/text on 1700 MHz spectrum and Nextel iDen service on 800 MHz spectrum. The Nextel brand is being discontinued and all new service is currently marketed under the SprintPCS brand. SprintPCS currently provides standard second generation (2G) voice and text communications at this location using three (3) CDMA antennas along with some existing third generation(3G)and fourth generation(4G) service. The Applicant currently has three (3) existing antennas and proposes to add three (3) new panel antennas, one (1) per sector, resulting in a total of six (6) panel antennas. Additionally, the Applicant currently has six (6) existing Remote Radio Heads ("RRH") and will add three (3) new RRH's for a total of nine (9)RRH units. The proposed new 2.5 GHz panel antennas are intended to provide new 4G AWS (Advanced Wireless Service). The antennas listed on the inventory sheet of the submitted construction drawings do not match any known designs and appear to be a typographic error, which is found to be acceptable since the specifications within the submitted Structural Analysis Report dated July 9, 2014 appear to be correctly stated. The Applicant currently maintains six (6) 1-5/8" feed lines and three (3) 11/4" feed lines and proposes to add as stated on page A-4, one (1)hybrid cable; however on page A-10 and in the structural report, it states the addition of three (3) new hybrid cables. The document of primary importance is the Structural Analysis Report, which correctly reflects the proposed equipment and feed lines. The total number of feed lines will be twelve (12), see figure 2. The existing facility is owned by the Town of Southold and is located at 41405 Route 25 in Peconic,New York, see figure 3. The proposed modifications in this application will not substantially change the service area; however it will allow SprintPCS to improve their 4G services into the immediate area of the Island. The Applicant will incorporate new electronic ground equipment within their existing equipment room and ground space inside the building, see figure 4. CityScape confirms the proposed facility modifications meets the provisions of the federal act,provisions as indicated in the Town Ordinance and is further qualified under the Middle Class Tax Relief and Job Creation Act of 2012. SprintPCS Site#NY07XC789 Erlit Sys_6511161111161 41405 Route 25 and Peconic Ln. SCTM#1000-75.-5-14.1 September 9,2014 Consultants, Inc. Page 2 Telecommunications Site Review New York Antenna Upgrade The Applicant does not propose to utilize spectrum that operates near the frequency band used by the Town of Southold or Suffolk County public safety, and is not expected to affect any interference. The Applicant submitted a statement of compliance with Federal Communications Commission(FCC)rules regarding human exposure to radio frequency(RF)energy, see figure 5. The proposed antenna and feed line modifications will have an impact on the capacity of the tower support structure and therefore an analysis was required to assure the structural integrity of the tower is maintained. In April of 2013, SprintPCS upgraded their facility for new 3G and 4G service. At that time,the final antenna configuration included three (3)antennas, six(6)RRH's,and three(3) hybrid cables; while removing six (6) feed lines. Stabilizer arms were also added to the antenna platform. Following these modifications (with the proposed removal of six feed lines)the new tower stress rating would be 75.4%. According to the submitted analysis the six feed lines were not removed and were considered in the analysis most recent submitted and dated July 9, 2014. Following the proposed addition of three (3) antennas, three (3) RRH's and three (3) additional hybrid cables, to include the six (6) feed lines previously described as having been removed, the new tower stress rating reflects a reduction by 12.9%, or a new tower rating of 62.5% out of an allowable 105%, see figure 6. Being that the feed lines and hybrid cables are internal and will not impact the overturn moment of the tower (tower stress rating), our professional opinion is that the actual proposed tower rating is not correctly stated, but there is no reason to believe the tower is close to being overloaded. Therefore CityScape finds the current structural is satisfactory and any future modifications must confirm the correct loading to be reflected in a new structural analysis. CityScape did not locate any specific information regarding the placement of any or all of the feed lines and accordingly based on the above assumptions, it is essential that all feed lines shall be internal. Many times a tower crew may not be aware of specific requirements and to save time and cost will mount the feed lines externally to the monopole, so it is imperative all feed lines are installed within the structure. CityScape concludes that all requirements have been met to satisfy state and federal oversight, and the Southold Town Codes, and is of the opinion that the approval of this application is warranted to facilitate improved wireless service for the Applicant. CityScape confirms the proposed site is properly designed to accommodate all of the Applicant's requests within the existing property limits and furthermore is qualified under the Middle Class Tax Relief and Job Creation Act of 2012 and shall be afforded staff level approval. The Town of Southold prefers not to have conditions placed on wireless telecommunications site reviews and therefore CityScape strongly suggests that any issued permit states that all feed lines shall be installed inside the monopole structure. CityScape recommends approval for SprintPCS to make the designated modifications and upgrades in accordance with the Structural Analysis Report dated July 9,2014. Respectfully submitted, Richard L.Edwards FCC Licensed PCIA Certified CityScape Consultants,Inc. . . SprintPCS Site#NY07XC789 ErlitSfsoll1:51M1119_ 41405 Route 25 and Peconic Ln. :"-T--,--- - SCTM#1000-75.-514.1 Consultants, Inc. September 9,2014 Page 3 Telecommunications Site Review New York Antenna Upgrade Mal 1 ri 11 : 1 R "' Int -git lef i. 1 l'r I — 4 1_111111 I 1111 f-'4'''''''' pi •nt Antennas , ---- - ---,,,.. - ,11 _,....,.,.,, .., ---/ —, " .....„ c Et S —1 I 'al It 1/ I I'll gl 1 1 V I-Hs II .•.! DESIGNED APPURTENANCE LOADING .. , , TYPE ELEVATION TYPE ELEVATION 0 g V t22 222224M2272 1.111 - ' 12Crtal MO 2.22.231r-cart 122 1 Wes km 1211 2.3=0,M2221 IM- -Mit 272323 122-22 t29 2333 12-12 , 11703•31 112 2,330kr3 02- MI' 2273.1.23 MO 231,3:31 or - --/ 221311 t2Cirol 2323302T-FarreoMpert) ' 2232CEST-3-TmeM23222 MD 01 CO 32 Cram 27 Gers 2rit 12-72 12-12 75-12 ' ! Ma2242274-t373421332--011 23.* 73-e , ' 0,22112717412-32322;332 CO 2.133-rn 72- , ' Arme.wassacAstmo fa3 Mika. 72 Annownsoam Oen 112 naikal 12 eau epreu 1121 te•A= 72 eau C9pe• i12 122313 72-12 11192233m) 122 23037231 m ‘. 35,317161-432-3-22MP321 121 20 22 1.! 415v723.3341=gove 3221717,1-740-32224.331 MO MI 312 M MATERIAL STRENGTH ORA—II i. Fr_L Fu ORME I PF I ,Fel 1 1, Arramren M031 1 TOWER DESIGN NOTES I.Tower el OC Ut,auffell CcesU,New Wet; 2.Tower deetrect for Ereeoure C to Me TTA-272-(3 St mewl 11 , 3.TC22272.M17122 tea 123 mph boc wee in ocearcence wan Me TIA-=-G Etzneerd. 292- I .Taper LI also deoloned for to 91 meh book wed'12i0.73 It km ke k conaffered to frereave IT Min=web lutialli €3 .121, .,3„ e . .5e .f. g S.Defer:bons are baseci teen a 60 cal WAIL 6.Tower aeocture C-1222 En: 151138g15 7.Topooronfik CateocryI wan Creot Iaget et MOO ft 33 / = 3 .? Aal a.Pleme reference toe dc..tra monntrnance Imam chart above tor Woos k an the tram 9.Tee tower Ochre don*reaw ewer/thine OW Is feted on Me Ione ID.TOWER RATKO:S2.S Figure 1. Tower Elevation SprintPCS Site#NY07XC789 • �����■.� 41405 Route 25 and Peconic Ln. r 1 C : Lp-e_ SCTM#1000-75:5-14.1 September 9,2014 Consultants, Inc. Page 4 Telecommunications Site Review New York Antenna Upgrade ALPHA SECTOR: EXISTING SPRINT NV ANTENNA 1401 WI 121 f:TL TO REMAIN u o 5151150 SPRINT T-ARM ANTENNA MOUNT EXISTING 140.0°MONOPOLE 1.1-1-#1-411r.--- --'-. BETA SECTOR. DUSTING SPRINT NV ANTENNA III .�.r..� OM W/MI®TO REMAIN AAMMA K I EXISTING NV SPRINT ANTENN ' �`� I2601 W/1211122TO REMAIN ':: FF II Oho '- a Si rya. • Existing Antenna Configuration EXISTING SPRINT T-ARM ALPHA RECTOR; m ANTENNA MOUNT EXISTING .'1 I NV ANTEN • A SECTOR. 1401 WI IMLL...-I TO REMAIN . '.SPRINT 2.5 ANTENNA L • I.L�TTA01IS0 TO NEW Y 0.0 PIPE MOUNT IEEE SHEET A-10I 40 ..:'. .." EXISTING 1401.0.MONOPOLE • EXISTING SPRINT 1n�� TOWER MOUNT D SPRINT 16.ANTENNA A \ �RRN ATTACHED TO ROW Y OD. ._ MOUNT IEEE SHEET A-R1S Tithi �� !,, BETA SECTOR � EXISTING SPRINT NV ANTENNA u��.� Inst WT WI RRNs TO ReMAm IGAMMA SECTOR I� EXISTING ANTENNA '� 2`•• 12607 W/121 R S TO REMAIN •7 ,, . 'fie. SETA SECTOR -..ED SPRINT 25 ANTENNA A Eln ATTACHED TO NEW Y OD. PIPE MOORT IEEE SHEET A-I01 Final Antenna Configuration Figure 2. Final Antenna Configuration , . n . s..., ......,4, s • tPCS Site#NY07XC789 . 1 - m pnn Consultants, Inc. '41405 Route 25 and Peconic Ln. 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'_-''-',\---- ;-\\\\ <- i• ft ;/ ----:'—,:;',--C--, - ,--` . -:r; :-,.,,- - :' -'11; * I. MI MEE Data use subject to license ‘ 0 400 800 1200 1800 Data Zoom 14-0 2000 wwwdelorme co ©DeLorme DeLorme StreetAtlas USA@ 2009. MN(13 8°W) corn Figure 3. Site Location SprintPCS Site#NY07XC789 tySc'-® pe_ • SCTM#1000-75.-5-14.1 September 9,2014 Consultants, Inc. Page 6 Telecommunications Site Review New York Antenna Upgrade i EXISTING BUILDING 4 i� •"PROXIMATE LOCATION OF EXISTING SPRINT "% EQUIPMENT ROOM IN t - ':� BASEMENT OF EXISTING BUILDING1:1 I 10 EXISTING(3(1-1/4' � 1`P HYBRIFLEX CABLES TO REMAIN Ell '� EXISTING AC UNIT ,/ EXISTING CHAINLINK ���/////0 PENCE Illi '° MN dr vitt_ EXISTING METER-1 7. � •moo rIt-4..c'} y'' r,0 p . y Ii yo \.wi / j7. IN \r• liet.7p2 C . 4. AR'• aA ri-1tri t EXISTING GENERATOR EXISTING 140'•00 PROPOSED III I-1/4,HYBRIFLEX " 'POSED M 11/4*HYSRIFLEX MONOPOLE CABLE TO BE ROUTED INSIDE CABLE TO BE ROUTED WITH EXISTING TING EXISTING IC, MONOPOLE SPRINT UNDERGROUND IN CONDUIT BRIDGE , ii.db Figure 4. Ground Compound SprintPCS Site#NY07XC7890 • se 11111111111111•111E• 41405 Route 25 and Peconic Ln. t� _ a .I)-e SCTM#1000-75.-5-14.1 Consultants, Inc. September 9,2014 Page 7 Telecommunications Site Review New York Antenna Upgrade S p r•n '` rint 662200 Sprint Parkway ! ,t• :.' v Overland Park,KS 66251 June 17,2014 Town of Southold Planning Board P.O.Box 1179 Southold,NY 11971 Re:Building permit application for Sprint Spectrum Realty Company,L.P for the property located at 41405 Route 25A,Peconic,NY(Section 75,Bleck 5 Lot 14.1)(NY07XC789) To Whom It May Concern: Please accept this letter as an affirmation that Sprint PCS will comply with all FCC rules regarding human exposure to radio frequency energy. Please let me know if you need any,additional information.Thank you. Sincerely, *itrZie Denise Martinetti Sprint Project Manager Figure 5. Compliance with FCC Rules • `,,tuuniq.• Scott A. Russell ,••',��° STORMWATER SUPERVISOR -(V-: MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 IL 04 �i • 53095 Main Road-SOUTHOLD,NEW YORK 11971 'y04 Town of Southold •• CHAPTER 236 - STORM WATER MANAGEMENT.WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) I OES THIS— -- PROJECT INVOLVE ANY OF THE FOLLOWING: _ Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ 14 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑0 C. Site preparation on slopes which exceed 10 feet vertical.rise to . 100 feet of horizontal distance. - ❑ E4 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. } ❑ L� E. Site preparation within the one-hundred-year floodplain as depicted #- on FIRM Map of any watercourse. El i F. Installation of new or resurfaced impervious surfaces of 1,000 square . - feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes • in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. 531 APPLICANT: (Propert Owner,Design Professional Agent,Contractor,Other) S.C.T.M. #: o6 7c ivi .Datc 2,_ic_4y NAME: {\ ,41f ._......4.%_ Section Block Lot tst� gliWA - " FOR BUILDING DEPARTMENT USE ONLY Contact Information: 63l R07-78 3C,Plumbed /� ' G��' [rd�na,�Plumbed1�� i' Reviewed By: O/ NNKAO i t- 4\ Date: l i 6- Property Address / Location of Construction Work: 2, 0 s- if/ Approved for processing Building Permit. Stormwater Management Control Plan Not Required. I-eP-e(o>7IC1 X Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM ' SMCP-TOS MAY 2014 SprintPCS Site#NY07XC789 T 111•1111=M111111, • 41405 Route 25 and Peconic Ln. ty+ —r—a pe- , SCTM#1000-75.-5-14.1 September 9,2014 Consultants, Inc. Page 8 Telecommunications Site Review New York Antenna Upgrade STRUCTURAL ANALYSIS REPORT For \\)//t4 Sprint )! Skynet Wireless Group 205 Route 46 West, Suite 10 Totowa, NJ 07512 NY07XC789 KM No. 140524.04 140'Monopole 41405 Route 25 Pecor ic, NY 11958 Prepared By: nA, KM CONSULTING ENGINEERS, INC. 9 Forest Lane,Ewing,4,-108628 Ph_(609)538-0400 www.kmengrcom July 9, 2014 Prepared to ANSIMA-222-G Dec 2005 Structural Standards for Antenna Supporting Structures and Antennas New Tower Stress Rating will be 62.4% Figure 6. Structural Analysis Post Installation • "' '';.,, Sprint Sprint 6200 Sprint Parkway Overland Park,KS 66251 June 17, 2014 Town of Southold Planning Board P.O. Box 1179 Southold, NY 11971 Re: Building permit application for Sprint Spectrum Realty Company, L.P for the property located at 41405 Route 25A, Peconic, NY (Section 75, Block 5 Lot 14.1) (NY07XC789) To Whom It May Concern: Please accept this letter as an affirmation that Sprint PCS will comply with all FCC rules regarding human exposure to radio frequency energy. Please let me know if you need any additional information. Thank you. Sincerely, 4/7 /1414tati,Ka.,,e ) Denise Martinetti Sprint Project Manager Shore 2 Shore Wireless, Inc. Ada 5550 Merrick Road, Suite 302 Massapequa, NY 11758 516-557-2398 Office 516-557-2397 Fax July 14, 2014 Town of Southold Southold Town Hall 53095 Rt. 25 P.O. Box 1179 Southold, NY 11971 Re. Building permit application for Sprint Spectrum Realty Company, L.P for the property located at 41405 Route 25A, Peconic, NY(Section 75, Block 5 Lot 14.1) (NY07XC789) To Whom It May Concern: Sprint Spectrum Realty Company, L P. ("Sprint") is filing this building permit application for the above referenced property. In summary, two (2) years ago Sprint had 6 antennas on the tower. They removed 3 of the antennas and were left with 3 antennas and related equipment at the site. The purpose of this permit is to add those(3) antennas and related equipment back onto the tower. Please note that Sprint is not increasing the size of its leasehold area. Enclosed please find the following documents which are being submitted in support of this application: 1) Fully Executed Building Permit Application, 2) Application for certificate of occupancy 3) Filing fee checks for$500 check#3311 and $50 check#3306; 4) Three (3) originals of the Structural analysis dated July 9, 2014 5) Three (3) originals of the Foundation Analysis dated July 8, 2014 6) 3 copies of the property survey 7) Four(4) sets of signed and sealed drawings dated 6-5-2014 8) Copy of the lease with the Town of Southold 9) Certificates of insurance from Empire Telecom naming the town as an additional insured 10) One (1)original letter from Sprint agreeing to comply with FCC guidelines 11) Escrow Letter along with check#3307 for$8,500 Please review the attached documents and let me know if you need any additional information. Please call me and I will pick up the permits. Thank you. Sinc , Victoria Brennan Shore 2 Shore Wireless, Inc. 4441111, 5550 Merrick Road, Suite 302 Massapequa, NY 11758 516-557-2398 Office 516-557-2397 Fax July 14, 2014 Town of Southold Planning Board P.O. Box 1179 Southold, NY 11971 ' Re: Building permit application for Sprint Spectrum Realty Company, L.P for the property located at 41405 Route 25A, Peconic, NY (Section 75, Block 5 Lot 14.1) (NY07XC789) To Whom It May Concern: Enclosed please find a check in the amount of Eight Thousand Five Hundred Dollars ($8,500.00) check# 3307 which sum constitutes the escrow fee for the above referenced site. This check is to cover the cost of the Technical Consultant that you hire to review our Building Permit Application. It is our understanding that any unused portion will be refunded to us. Please let me know if you need any additional information. Thank you. Sincerely, Victoria :-n Verity, Mike To: Lanza, Heather Subject: RE: Sprint upgrade at Police Station monopole From: Lanza, Heather Sent: Wednesday, September 24, 2014 8:38 AM To: Verity, Mike Cc: Cummings, Brian A. Subject: FW: Sprint upgrade at Police Station monopole Mike, Can you work the Chief's request into the Building Permit as another condition? (see below) I'm guessing they won't mind obliging this request if they are asked. If you aren't able to require or request this of them, please let me know and I'll contact them directly. Heather From: Flatley, Martin Sent:Wednesday,September 24, 2014 8:22 AM To: Lanza, Heather Subject: RE:Sprint upgrade at Police Station monopole Okay,thanks Heather.Would you ask them to give us a head's up when they intend on doing their work.The last time someone did work on the tower we had no advance notice,just a crane showing up parked in our parking lot.Thanks WeMOO Pa, Chief of Police Southold Town Police Department 41405 State Rt. 25 Peconic, N.Y. 11958 631-765-3115 From: Lanza, Heather Sent:Tuesday, September 23, 2014 4:02 PM To: Flatley, Martin Cc: Cummings, Brian A.; Verity, Mike Subject: Sprint upgrade at Police Station monopole Martin, We had our consultant review the plans to make sure they are not going to expand the footprint of their equipment in the basement. The consultant assured us that they would not be going outside the area they are already using. 1 1 Please let us know if they do try and go outside of that area and use up more room—we can stop them from doing that. We'll be sending our report to the Building Department tomorrow and they will get their permit to proceed with their upgrades some time soon. Heather Lanza,AICP Town Planning Director Southold Town Planning 53095 Route 25 P.O.Box 1179 Southold,New York 11971 Phone: (631)765-1938 E-mail: heather.lanzaptown.southold.ny.us 2 Shore 2 Shore Wireless, Inc. 5550 Merrick Road, Suite 302 Massapequa,.NY 11758 �i SEP ® 7 2015 V 516-557-2398 Office 516-557-2397 Fax BLDG DEPT August 28, 2015 Town of Southold Southold Town Hall 53095 Rt. 25 - P.O. Box 1179 Southold, NY 11971 Re. Site Inspection Letter regarding Building permit application# 39206 for Sprint located at 41405 Route 25A, Peconic, NY (165 Peconic Avenue) To Whom It May Concern: We are looking to close out the permit for the above referenced site. Per our conversation with the building department we just needed to supply an original of the site inspection letter. Please review the attached document and let me know if you need any additional information. When the Certificate of Occupancy is ready please give us a call. Thank you. Since -ly - Victoria Brennan SO •• now AI, •••�4pF U,® Town Hall Annex �• �® l0 Telephone(631)765-1802 54375 Main Road * i Fax(631)765-9502 P.O.Box 1179 ik Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD September 3, 2015 Shore 2 Shore Wireless, Inc. 5550 Merrick Road, Suite 302 Massapequa, New York 11758 TO WHOM IT MAY CONCERN: RE: Spring at Southold Town Police Station property, 165 Peconic Lane, Peconic, N.Y. The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: A pplication or Certificate of Occupancy. (Enclosed) nM Q Elec' --I Under rtiffc: e. J O lC ' ��� '[ A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) CJI Final rtannin. :oard A .prova. --fanning - 76 -1938) Final Fire Inspection from Fire Marshall. / t 1' Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 39206-Z wireless #11 SOFOUr 0� ELI7ARETH A.NEVILLE ,0 y ' Town Hall,53095 Main Road TOWN CLERK o A 1 P.O.Box 11.79 ti % Southold,New York 11971 REGISTRAR OF VITAL STATISTICS ;0ivy t Fax(516)765-1823 MARRIAGE OFFICER y os oil Telephone(516) 765-1800 �Ei ECORDS,MANAGEMENT OFFICER ,� a '•EREEIDOM OF INFORMATION OFFICER '>! �'�� OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS, ( TO• CEIIT1,FY 1-MAT THE FOLLOWING RESOLUTION WAS. DULY. ApiontD BY THE �OU?THOLD TOWN BOARD AT A REGULAR MEETING HELD ON 'MARCH 31, 1998: RESOLVED that the Town Board of the' Town of Southold hereby authorizes and directs Supervisor Jean W. Cochran to execute a lease agreement between Sprint Spectrum L.P. of Mahwah, New Jersey and the Town of Southold for the installation of a 140 foot monopole,, removal of old existing 90 foot lattice tower, and placement of Police Department's antennas on the new structure, at Police Department, Site, Main Road, Peconic, at a rental fee of $2,000.00 per month, for a term of twenty five (25) years with a 3% increase per annum, all in accordance with the approval of the Town Attorney. • 6226tieid fizabeth A. Neville Southold Town Clerk March 31, 1998 FTS I _-.,r. Sprint Lynne Lorimer Sprint PCS' Site Acquisition Crossroads Corporate Center Consultant 1 international Blvd.,Suite 800 Mahwah, New Jersey 07495 Telephone: 201 512 4703 Fax: 201 512 4715 ..•>�ef n. �-+62� 1/ �� PCS'SITEAGI EMENT • . Marcii,s7 Si#h:Name PECONiC Site L D. 17681 1. eternises and Use. Owner leases tohSptiiit ^;•- t�iiin• ' ,l, a Delaware will cooperate with SSLP in SSLP's efforts to obtain utilities from any location limited rtne ship("SSLP"),the site("Site")desert• cifblbw: provided by Owner or the servicing utility, including signing any easement or [Check appropriate box(es)] Other instrument reasonably required by the utility company. X Land consisting of approximately 100' square feet upon which SSLP will 11. Termination.SSLP may terminate this Agreement at any time by notice construct a 140' monopole. After the monopole is constructed, SSCP will- to Owner without.further liability If SSLP does not obtain all-permits or other remove the•ofcexisting 90' lattice tower and J place the polite departments approvals(collectively,`approval')rirquired from any governmental authority antennas on th new structure. Upon completion of the monopole by SSLP, Or,any.easements require'd._from any'ttijtd party Eo_operale,the PCS system,or the monopofe.tillbecome property of,the Town'of Southold. if any such approval is.canceled,expites•or is withdraws'or terminated, or if X Building iater`ror besement space consisting of approximately 200' square Oviner fails.to have preper ownership of'the Site-oriauthorityto enter into this feet; Agreement, or if SSLP;for any.otrterteasoP..in its sole discretion detel'trlines D Building extetior,space for attachment of antennas; that it*If be unab': : :::1". :' ,ii:: C.::.,::; 'rim:=;"•::•. •:''p• pair 'rent Wilt be Q Budding eecf'erior space for placement of base station equipment' retained by Owner::•.t.»:.:: .. •••a til._ ::0:.••,;. s;failure of•proper p Tower artterftla Space between the• foot and_foot level on the owner hip or'autho•il; .:z...••t "i'• .: •M ::;ir ;)sr•ar'Sdefault. Tower, ' X Space regtibed•for cable runs to connect PCS equipment and antennas, 12. Default.If either',party is,irkc(efauit rind%airs Agreement fora period of (a) 1'0 days,ft:41 Nrgi eipt'of 1•ibtide;,;{forrt.the'no'rl: ?`faulfing;patty With •in the location(s•)f"Site") shown on Exhibit A, together with a non-exclusive •••• , ,• is =r=r3•• %. %''" .-.t•_ c••°•:Il • ; TAg•:1.:"4"t'15 VItte-laIks-Of the State in+stitch OWNER. , .•••;:i Silo 'le' .•.17.a•z1. • - P Owner agrees promptly to By: :Ica . Cochran, Supervisor • ▪ i.-:•.morandum of this Agreement in r.:• x• T-s ▪ ; uding the Exhibits)constitutes Its. .A '• .: ::•:mdersedes all prior written and S.S.rfax No.: •,L •:i.:•• dr understandings between the See Exhibit Al for continuation of Owner signatures ust be in Writing and executed Address: Town Nall 5ao95 Main Road , by both jlaitieS; (0) If any provision of this Agreement is invalid or .unenfortekble witti respect to any party, the remainder of this Agreement or Southold, New. York 11971 the applicafidn.bf siith provision to persons other than those as to whom it is Date: April 2. 1998 held invaik or unenforceable, will not be affected and each provision of this '.;AgreernenOtill be valid and enfOrceable to the fullest extent permitted by law; •and (t) The prevailing party in any action or proceeding in court or mutually S-11.T rECT1 ,L.P.,a Delaware limited partnership -agreed up42 arbitration proceeding to ehforce the terms of this Agreement is By entitled tdIts _ireceive its reasonable attorneys' fees and other reasonable /77/CA(Air.../ /A/, enforcem*looks and expenses from the non-prevailing party. c..-f. follOvAddress: .5P/L king , Exhibits are attached to and made a part -df this , Agreement; Exhibit A, B and-e- Date: -r,e ebb "74,1-74.,i9v Attach Exhibit Exhibit A-Site Description and Exhibit B Memorandum of PCS Site Agreement L. •-sg , • • 1 ii Version 3 EXHIBIT A Merely 97 • Site Name ,= Ai/C_ Site Description Site I.D. /7 71 �ow•� Site situated in the Citicof s Co acrri-ta en , County of .5-Lc Uc ,State of A/(/ commonly-described as follows: / Legal Description: 5 v- rpoo Kor 00- 4©oc -i5 -S- i4,1 Sketch of Site: bwner Initials SSLP Initials .41t9 ____ Note:Owner and SSLP may,at SSLP's option,replace this Exhibit with an exhibit setting forth the legal description of the property on which the Site is located and/or an as-built drawing depicting the Site. "jUse this Exhibit A for PCS Site Agreement,Memorandum of PCS Site Agreement,Option Agreement and Memorandum of Option Agreement.] .., 4. ' 1.$.4'• . VaraJoti 3 EXHIBIT B March'97 Site Name "e 6 A/k. Memorandum of PCS Site Agreement Site I. D. /7 r/ Continuation of Owner Signatures "OWNER": "OW R": By: By: arr---9t•-e--- Its: ' Its: . S.S./Tax No.: S.S./Tax No.: . , • By: By: ' Its: Its: S.S.ftax No.: S.S./Tax No.: -,:• By: / By: -,- Its: Its: S.S./Tax No.: S.S./Tax No.: Owner Initials #111) SSLP Initials 110 ) , . , . , . i . , OWNER,NofARY BLOCK: • STATE OF New York COUNTY OF Suffolk • The foregoing instrument was acknowledged before me this 2nd day of April- , 19 98 , -;D by Joan Vlf. F'•nairan , by ,as , Syiparvisnr Of. the Tb'w l_cuff,outhald< ,a Municipality corporation,on behalf df the corporation, by ,partner(or agent)on behalf of ,a partnership. cfr (AFFIX NOTARIAL$EAL) ( tNcfYAR sI NOTARY PUBLIC—STATE•OF NOW;.York • R7o 8ET#4 SE N f EVILLE cy ublit.ate of NO fork Aro,-62,43.1;feke{5C ste,ei C h^yyEpmmi5sionr�tpires' iV'�e.r: ,r a 1:c ^!er3. 49..�Y ,_ v , \1 .1 C ' • W y COMMISSION NUMBER: i •STATE OF COUNTY OF The foregoing instrument was acknowledged before me this day of , 19 0 b , pby ,as of ,a corporation, on behalf of the corporation, by , partner(or agent)on behalf of , a partnership. (AFFIX NOTARIAL SEAL) (OFFICIAL NOTARY SIGNATURE) NOTARY PUBUC—STATE OF My commission expires: (PRINTED,TYPED OR STAMPED NAME OF NOTARY) COMMISSION NUMBER: • • .,SPRINT SPECTRUM NOTARY BLOCK ;STATE OF NEW JERSEY ) : ss. ' COUNTY OF BERGEN ) • (,,CERTIFY thatonthis-9'" day of April, 1998, Michael Guerriero personally appeared before me, -:and this person stated under oath,to my satisfaction, that; • ';,:(a);,this:person is,authorized to sign forthe Implementation Manager-East for Sprint Spectrum, a'Delaware limited;partnership, the limited partnership named in-the foregoing instrument;' (b) this person was authorized to execute this instrument on behalf of the limited partnership; and (c) this person executed this instrument as the act of the limited'partnership. 9r;je Arthur Thompson, Notary, State ofIVeeA Jersey - Notary 2198191 My Commission Expires February'18;2062) Weston 3 EXHIBIT B March 97 site Name )414 Co a)c PCS Site Agreement Site I.D. /7 f/ Memorandum of PCS Site Agreement This rriemorabdUm.evidences that a lease was made and entered into 1:y written PCS Site Agreement dated -April 1,, 1998, 19� ,,between,• Town;of Soiutthalcf ' ("Owner's'and Sprint Spectrum L.F., a Delaware limited partnership(;SSLP"),the terms and conditions of which are incorporated herein by reference. Such Agreement provides in part , that Owner leases tp SSLP a certain site ("Site") located at • , . . - • . . • - • z ;+ •' city of `l"ow .c o€ Sou/hold .. ' .. County of .. Sufic:ka e' ' ' , State of Now 1(nrk , within the property of Owner Which is described in Exhibit A . attached Hereto,iArith grant Of easement-for unrestricted rights of,access thereto and to electric and teiephone.facilities for a term of five(5)•yeais'coinmencing on' April'1, , 19 9$which term is subject to four (4)additional five(5)year extension periods, by.-SSLP.' IN WITNESS.WHEREOF,the parties.have executed this Memorandum as of the day and year first above written, "OWNER" "SSLP" Sprint Sp rum L P.,a Del a 'mited partnership By: ^ By: Name: JeUI W. Cochran Name: „/i/c.NA, , Title: Supervisor, Town of Southold Title: Qh cA i7,�v� 2 �,vTe�,JAr;o oAc_ 6t,0d, St► i-rE S-b'b ❑ See Exhibit Bi for continuation of Owner signatures Address: 4"914,11 DA it IO- ,a7�y,s� Address: Southold Town Hall 53095 Main Road Southnld. Now York 11971 Owner Initials w)� SSLP Initials RAID Attach Exhibit A-Site Description i jJ EXISTING BRIDE SIX'' • EXISTING PARKING - • 1 - > • EXISTING ONE ' . i STORY BUILDING 3 � BASEMENT •' CV f£ Eli ;'f ' . PROPOSED SPRINT. EQUIPMENT ` ;r l } • PROPOSED CABLE LADDER # i <t-a f• ' ` ' — ' EXISTING GE ATOR-1 - ' - €s T ---9-i---41,1-1 1. . - • r-A7 . ;'i i _, i_ _ r PfOPGSED'UNDERGROUND ' I v i �% i !CONDUITS 1 - . i ' X" APPROX. LOCATION OF 1. - LEXSI TING'POLE PROPOSED 140' MONOPOLE - - • EXISTING TOWER EXISTING LAWN EXISTING DRIVEWAY TO • BE REMOVE x • EXISTING PARKING - i• ,x1 PROPOSED 6' •CHAIN I INK FENCE ' • ' - .to .._..._T...--.—max s t r—V____, s s.-.:..—..r--------t '"' ' in\\,—\\6—,... , . • ./ SCALE• 1A_afl '-o' tw� C er ' , QWNERJSITE ADDRESS: f` • . PECON I C P©L.ICE TWN PROPEASE EXI- INTPLAN 1 .0F 2 - RT . 25 & PECON IC LANE . UHL , NY ' -. SITE ID Na.: DATE PREPARED= BRAWN: I CHKD: I SCALE: BUCK� IIT: , • - 681 . 02. L7 . 98 ,Lag GM AS NOTED ti - r M; - .. .,-,.,.r. . A BCD , z. s$ I . . ELE'J. 140"-D. AGI TOP OF •MONOPOLE RELOCATED . PD SECONDARY s ' ` ANTENNAS- . ' ' IA 6 E,LE'1. 128'—D'.AEL ' i - „ , .f OF SPRINT SECTOR ANTENNAS tt t;'. NEW SPRINT PCS - �l.PROPOSED NEW 4 SECTOR ANTENNAS - • ' • ;1/ALMONT I'-AR t (TOTAL OF 6 'ANTENNAS) • , lilt MOu NT -FUTURE SPR OR AN ENN1 . , - • S , • . , p' ' 5 EXISTING J T# W 'It -REMOVE ' . • A,. ivi - £ - G ' E;; I F' • . . 5 ) ' • R..-ELOCAATED -,--'-// ;tl - PROPOSED NEW VIALMONT . - TENINE EXTENSION <TYP.) e;.s ANTENNAS * . . S +`- PROPOSE] NEWS 140'-O' . • A•/ y.-.,, _ - MONOPOLE - .• . . , • `/ . - 5 , S. .. irN. EXISTING''iONE STORY BULDINfi ' • �,:_ EXiSTIN • ' I--� GENERATOR t ' PROPOSED UNDERGROUND • - . . TO REMAIN . - COAX CABLES. TO EX/ST LNG • • . .•. BU ILD LNG ..' _ ; . a - 1774 5 15" • { s ''•,.;I I ,.._„rT I GRADE L� � ELEVATION Herbst isCo - - CALE: 1'= 20-0' e ' . p41NER/SIT£ ADDRESS .. A , ' '''' PECDiIC POLICE_TJN PRSft EASE - EX-IIBIT' 1_ ()F. 2 . .. RT . 25 P CGN r ' LN . _ SOU1HILD, NY • SITE ID HO.' DATE'PREPARED, - DRAM; CHKD+' SCALE: , BLICK: 1,CT. . ' 681 ' 2. 17 . 9'S, DC GM AS NOTED - s- STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE la.Legal Name&Address of Insured(Use street address only) lb.Business Telephone Number of Insured Empire Telecom USA,LLC 484-804-4500 1150 1s`Avenue,Suite 600 King of Prussia,PA 19406 lc.NYS Unemployment Insurance Employer Registration Number of Insured Work Location of Insured(Only required if coverage is specifically 046-0825383 limited to certain locations in New York State, i.e., a Wrap-Up Policy) ld.Federal Employer Identification Number of Insured or Social Security Number 2. Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) Zurich American Insurance Company NY07XC789 3b.Policy Number of entity listed in box"la" Town of Southhold WC 5882534-00 Building Department 3c. Policy effective period Town Hall Southold, NY 11971 12/14/2013 to 12/14/2014 3d. The Proprietor,Partners or Executive Officers are X included. (Only check box if all partners/officers included) Dail excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box "3" insures the business referenced above in box "la" for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The Insurance Carrier will also notes the above certificate holder within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. Please Note: Upon the cancellation of the workers' compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Carla Wurster (Print name of authorized representative or licensed agent of insurance carrier) Approved by: elle.4 VeRdtt!t 06/18/2014 (Signature) (Date) Title: Associate Account Executive Telephone Number of authorized representative or licensed agent of insurance carrier: 1-800-992-9201 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105 2 Insurance brokers are NOT authorized to issue it. C-105.2(9-07) www.wcb.state.ny.us Workers' Compensation Law • Section 57. Restriction on issue of permits and the entering into contracts unless compensation is secured. 1. The head of a state or municipal department,board,commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter,and notwithstanding any general or special statute requiring or authorizing the issue of such permits,shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that compensation for all employees has been secured as provided by this chapter.Nothing herein,however, shall be construed as creating any liability on the part of such state or municipal department,board, commission or office to pay any compensation to any such employee if so employed. 2. The head of a state or municipal department,board,commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter,notwithstanding any general or special statute requiring or authorizing any such contract,shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that compensation for all employees has been secured as provided by this chapter. C-105.2(9-07)Reverse STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1. To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier la. Legal Name and Address of Insured (Use street address only) lb.Business Telephone Number of Insured EMPIRE TELECOM USA, LLC 484-804-4500 1150 1ST AVENUE, SUITE 600 lc.NYS Unemployment Insurance Employer Registration KING OF PRUSSIA, PA 19406 Number of Insured PENDING Id.Federal Employer Identification Number of Insured or Social Security Number 46-0825383 2. Name and Address of the Entity Requesting Proof of 3a.Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) Standard Security Life Insurance Company of New York Town of Southhold 3b.Policy Number of entity listed in box"1a": Building Department Town Hall R05857-002 Southold, NY 11971 3c.Policy effective period: 3/10/2013 to 6/10/2015 4.Policy covers: a. 157 All of the employer's employees eligible under the New York;Disability Benefits Law b. r Only the following class or classes of the employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. Date Signed 6/11/2014 By * ,, ' ' 0.44,tfait. Signature of insuran.-carver's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (212)355-4141 Title SUPERVISOR-DBL/POLICY SERVICES IMPORTANT If box"4a"is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE Mail it directly to the certificate holder If box"4b"is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd 8 of the Disability Benefits Law It must be mailed for completion to the Workers'Compensation Board,DB Plans Acceptance Unit,20 Park Street,Albany,New York 12207 PART 2.To be completed by NYS Workers'Compensation Board(Only if box"4b"of Part 1 has been checked) State Of New York Workers'Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed By (Signature of NYS Workers'Compensation Board Employee) Telephone Number Title Please Note: Only insurance carriers licensed to write NYS disability benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120 1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (5-06) Additional Instructions for Form DB-120.1 By signing this form,the insurance carrier identified in box "3" on this form is certifying that it is insuring the business referenced in box"la"for disability benefits under the New York State Disability Benefits Law.The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in box "2". This Certificate is valid for the earlier of one year after this form is approved by the insurance carrier or its licensed agent,or the policy expiration date listed in box "3c". Please Note:Upon the cancellation of the disability benefits policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of NYS Disability Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability Benefits Law. I DISABILITY BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or'municipal department, board, commission or office to pay any disability benefits to any such employee, if so employed. (b) The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article, and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits for all employees has been secured as provided by this article. DB-120.1 (5-06)Reverse A CERTIFICATE OF LIABILITY INSURANCE 5/DATE(M 4 D ) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME Odell Studner Group HE IA/CONN,Ext):610-995-0948 ia/c,No).610 995 0105 100 Matsonford Road; Ste. 100 E-MAIL Radnor PA 19087 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Hartford Fire Insurance Co. 19682 INSURED QUALT-1 INSURER B:Zurich American Insurance Co 16535 Empire Telecom USA, LLC INSURER C:American Guarantee&Liab Ins. 26247 1150 1st Avenue,Suite 600 INSURER D:Steadfast Insurance Company 26387 King of Prussia PA 19406 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:460942464 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR LTR TYPE OF INSURANCE AINSR WVD POLICY NUMBER DDL SUBR POLICY EFF POLICY EXP LIMITS (MMIDD/YYYY) (MMIDDIYYYY) B GENERAL LIABILITY GL0588253200 12/14/2013 12/14/2014 EACH OCCURRENCE $2,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGEMTO RENTED PREMISES(Ea occurrence) $300,000 CLAIMS-MADE X OCCUR MED EXP(Any one person) $5,000 PERSONAL 8 ADV INJURY _ $2,000,000 GENERAL AGGREGATE $4,000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $4,000,000 POLICY n jE& Fl LOC $ B AUTOMOBILE LIABILITY BAP588253300 12/14/2013 12/14/2014 COMBINED SINGLE LIMI f (Ea accident) $1,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED- BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE AUTOS (Per accident) Comp/Colliston Ded $5,000 C X UMBRELLA LIAB X OCCUR AUC588256900 12/14/2013 12/14/2014 EACH OCCURRENCE _ $10,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $10,000,000 DED X RETENTION$10,000 $ B WORKERS COMPENSATION WC588253400 12/14/2013 12/14/2014 X WC STATU- OTH- AND EMPLOYERS'LIABILITY YIN TORY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE N/A E L EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E L DISEASE-EA EMPLOYEE $1,000,000 If yes,descnbe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $1,000,000 A Property 39UUMVN3251 9/1/2013 3/1/2014 BPP Limit/Deductible $4,375,000/$5K p Leased/Rented Equipment 39UUMVN3251 9/1/2013 9/1/2014 Limit/Deductible $250,000/$5K Professional Liability E005542899 12/14/2013 12/14/2014 Occurrence/Aggregate $2MM/$2MM DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) Pollution Liability-Steadfast Insurance Company-(12/14/2013-12/14/2014)-Policy#E005542899-Limit. Occurrence/Aggregate- $5MM/$10MM Re. NY07XC789 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southhold ACCORDANCE WITH THE POLICY PROVISIONS. Building Department Town Hall AUTHORIZED REPRESENTATIVE Southold, NY 11971 01 ©1988-2010 ACORD CORPORATION. All rights reserved. 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' FOUNDATION INVESTIGATION REPORT for • Sprint® TM Skynet Wireless Group 205 Route 46 West, Suite 10 Totowa, NJ 07512 Peconic Police Station KM No. 140524.03 140' Monopole 41405 Route 25 Southold, NY 11971 Prepared By: EILA KM CONSULTING ENGINEERS, INC. 32 West Upper Ferry Rd, Ewing, NJ 08628 Ph: (609) 538-0400 www.kmengr.com July 8, 2014 nAKM Consulting Engineers, Inc. Wireless Engineering and Project Management Client: Anthony Drexler Skynet Wireless Group 205 Route 46 West, Suite 10 Totowa, NJ 07512 Project: Peconic Police Department Monopole Foundation Investigation KM Proposal No. 140524.03 Foundation Type: Caisson Scope of Work: KM Consulting Engineer, Inc (KMCE) conducted a field investigation of the existing 140' monopole foundation located at the intersection of Route 25 and Peconic Ave in Southold, NY. These tests were to collect date for determining the foundation's in-situ size. The data acquired in the field was transmitted to our office where it was processed and analyzed. Contained herein are the results from this analysis. Summary of Results: The investigation was conducted on the morning of June 26th, 2014 and involved testing the size of the base foundation. The tower is a 140' monopole. The tower is supported by a single caisson foundation. Our field test for the base foundation showed that the existing foundation is a caisson. The caisson was measured to be approximately 90" in diameter, with 12" above grade. Our field testing showed a possible cold joint in the caisson, located at approximately 4' below the top of the caisson foundation. This was based off of multiple tests at location all around the base of the caisson. The anchor bolts were also tested, and determined to be approximately 10' in total length (9' embedment). They were measured to be 2%" in diameter. The possible cold joint is not a structural issue for the caisson as the rebar cage as well as the anchor bolts both penetrate through this section of the caisson. It was noted that the southern exposed edge of the caisson had noticeable cracking across a large section of it. While not a structural issue, this should be remediated to limit any other possible issues. After the conclusion of the presence of the cold joint, it was late enough in the morning that the county records office was open. A request for documents was completed, and after reviewing the documents available original design drawings for the foundation were found. The drawings confirmed the measurements for the foundation diameter, as well as the anchor bolts size, depth, and layout. The caisson was found to be designed as 40' in total depth. See attached design drawings for the full design information of the caisson. 32 W Upper Ferry Road, Ewing, New jersey 08628 Tel. (609)538-0400 Fax. (609)538-8853 Email: info@kmengr.com VISIT OUR WEB PAGE @ www.kmengr.com • KM Consulting Engineers, Inc. Wireless Engineering and Project Management Page 2 Testing Methodology KMCE's methods of concrete depth testing are conducted by temporarily mounting,accelerometers (gauges) on the foundation's top, and then striking the foundation with a hand-held hammer. The waves created by the blow propagate up and down the foundation's length with the reflections being recorded and stored on our testing equipment. The data is then analyzed by digital processing techniques using special software associated with the testing equipment. This analysis permits computation of the time needed for a select group of frequencies to travel from the gauges to the bottom of the concrete and back. The foundation's vertical dimension is then computed from the product of the frequency velocity and the corresponding time required for travel. General Comments: Data from all of the wave propagation tests showed signal reflections. The computed, total concrete depths shown in the results are considered to be from the foundation's top surface to the bottom surface. If there is a break or other significant fracture in the concrete, or a major void, a strong return would be found on the record at the approximate location of the apparent damage. The computed length then would be the distance from the foundation's top to the location of such a material anomaly. Professional judgments are incorporated into this report. These are based on our evaluations of field information gathered and our capabilities using dispersive wave propagation methods. We do not guarantee the performance of this project, only that our work and judgments rendered meet the standard of care of our profession. It should be noted that if any portion of the foundation has been modified in the past by pouring additional concrete above the original (old) concrete, then there exists the possibility of not being able to identify the dimensions of the original foundation located beneath the pour. Such modifications could create cold joints through which wave energy may not pass, and the dimensions of any original block may be obscured by the new pour, or completely encompass by it. Sincerely, KM CONSULTING ENGINEERS, INC. gt. 4c-r- Michael L. Bohlinger, PE Principal 9 Forest Lane, Ewing, New Jersey 08628 Tel. (609)538-0400 Fax. (609)538-8853 Email: info@kmengr.com VISIT OUR WEB PAGE @ www.kmengr.com nAKM Consulting Engineers, Inc. Wireless Engineering and Project Management Page 3 Appendix: Dispersive Wave Testing Results km Consulting Engineers lnc ,6128!2014 SOUTHOW PIT Fifes PIT W 2089,1 cmls -Pile:TEST-5_a 1 020 I I I. I PL'C-S,HAM-B.',,WT 1.+S L9 1 I 1- :1 1 I I I 1 525/2014 8:22:45 AM LH /'1�`'� 1 ic0 _- 1 i \y_ 4 1 }1/ 1 I 1 - �' X 2157 U;110.51.10.21,26.1 Cm) ; ,I -0.15. 0 • 1'U I.2i en(41355M.%). 1 3 I 'a m V 0.2(83 otos {0 20E) cmfs Pile:TEST 2-5:6.3 0.50 1 1 1 ACC-3,HAM-3,WT 1.4 L5 [ 'I I. 1 I ,I 1 1 1-5,12572714 4123:53 AM 1 1 026.- -2 _---L J L 1 .1 / iil - 10,-0 1 R 4.OG UD].55(0-205.7 GM) j -0.30 1.73 m(4055 mss) 1 =1 V 0.2225 17e (0 09] 1 , I 1 G I 2' 3 4111 cmLe Pile:TEST 3-5:ff 5 , DID I , I 1 ACC-S,HALv,t ri 1.4 LB I bal2.114 2.5:25 AM G 40 _-L J" " L. J. 1 BID fff f .1 t 1 f,i IL_I L'D-057(0-213.4 cm) I -0 4G i`I 132 Ess 4O6a[Rfs I V '0 402 cEtt's (G 42G1 0 • I I I 2 3 4m cm/s Pile:TEST 7-5:,7 10 0.E3 ACC-S,HAP!V.%VT 1.415 lit I I . 1 5!2572743 9:05,30 APA G40- - - _ .1 - L4 6.06m 339010 Hz 11 B 0- _ f ^ oma= 1-. Y111 .� r -040 I • fel x203 LD-051 I. I 1.Q5 m(403:17175) V 0.3E6 011.'5 (0_31x,1 1 1 I 1 0 1 2 3'i i =Is Ptie:TEST8-5.`x11 G.50 -ACC'-3.B1 MM.vrr 1.4 L5 I II I 1, tII �II 1, i 15;25.(2314 9:07:12 Alo 0.40 - -- _-^-"I I-1 1 I I. , 1 1 I t G.TA =�I l\ / 1 \' /� `.- If -0,40 �` \ / l X1.70 L'D].43(0-206.7 cm) 0 1 2 111 9 Forest Lane, Ewing, New Jersey 08628 Tel. (609)538-0400 Fax. (609)538-8853 Email: info@kmengr.com VISIT OUR WEB PAGE @ www.kmengr.com nAKM Consulting Engineers, Inc. Wireless Engineering and Project Management Page 4 Foundation Testing t i'Y�'! rt,s.S`S'T r y ,, .:0,1 /,‘,..'..4407 :,..A',.,..1.,,,,..CV1-''S,,,, ,,, //i gt —— '4: - - 1 it .- ' • a----VI' S rX 44` dye im/ Z F „A /r ;* ' r- Figure 1. Exposed top of foundation 1s, , t Y 4. . , , _ t Sa ' 1G 4 ! ' 7,, f P A ✓ Figure 2.Anchor bolt measurement 9 Forest Lane, Ewing, NewJersey 08628 Tel. (609)538-0400 Fax. (609)538-8853 Email: info@kmengr.com VISIT OUR WEB PAGE @ www.kmengr.com nAKM Consulting Engineers, Inc. Wireless Engineering and Project Management Page 5 Foundation Testing (cont.) _ [ 00/,,. 7\ 14 '' wt p 0�,' J y -.- tie.t.1',`,r res t r rw.�t,1i .t ` �,-'. r F ri+ ` �5 til t- ' Figure 3. Cracked section of exposed caisson 9 Forest Lane, Ewing, NewJersey 08628 Tel. (609)538-0400 Fax. (609)538-8853 Email: info@kmengr.com VISIT OUR WEB PAGE @ www.kmengr.com tAATER1i4) UST ) A A SCIONS BD.f ROI Q4T. GIN OF3CAIPHON SCIONS iC4PLefCS 2 t/a'@ ANC BOLTS fOU�YDAT[ON LOADING Q 11..0. 1.619-oT 75 i O __1. • 8 p �' oxgrcT+Caaf O 30 yy.-s. in USM 4615-GT.60) -I fr %[ CuENT,it-41@c 5007,9 0. o - N !2'-6' ¢+(15TH A61 -GftGU)T ii $ t - 9. s I.�.N '1 (� �:Cn(. I AX.AL,YLY, j 291�tnCOnCAEIt(two Td) 570 I 000 II r. I ... 1 STEEL (TEs) 73090 WV 3.615-Cib9 170 GENERAL AOTBS AL I I 1 \ \ PROVIDEDTHIS BYPROFESSIONAL SATION DESIGN IS ERVICES:NDUSTR SD ON THE yONICMARCHPID.F1947_ 6-550 2 G OTEC%4NICAL AN CCNSTRUCTION41KSPECREFER 70 PSI PRCLECT mu/ABER OCI• IS RECLINED. 1. o . THE SOL REPORT SHOULD BE CONSULTED PRIOR 13 CONSTRUCTION SAND I , 3 PER EAIBECMENT IS SHOMN FROM THE CROUNO£LEVATICN Al THE 1111 1TIME OF THE SOIL INVETIGAT . ,STEEL CASINO TALI BE REWIRED TO PREVENT SOL CAVOIC AND CROUIIDWATER INFILTRATION DURING EXCAVATION 6 REINFORONG STEEL SHALL CCNFCRN TO AS?A A61S-B7.NTH A.• MINIMUM MORD STRESS or 60 I . O IONSPUCES or BARS SHALL IN ACCORDANCE PATHTH ACI 318-95 C1.12 Z J I IvELOINO BC REBARS SHALL BSSIASSE BLED US1ONG BARS OR CS EELES IS IMRCor'ERMITTED 6 S. CONCRETE NIX CUAIITY MID CONSTRUCTION PROC_CURES SHALL BE IN COMPLIANCE WITH ACI 318-95 I O 6. CONCRETE N HAVE 18-95 COMPRESSIVE STRENGTH DE B TODD RAT 28 OATS, T 7 ANCHOR psiBOLT 8RIENI'pDON IS REQUIRED PRIOR TO CONCRETE PLACEMENT g ; B B REFER TO(EI DRAIYNC No G550959 FOR ANCH01 BOLT.TEHPLATE, AND BASE PLATE DCFAILS AND REOEJIREMENTS \ \ :CEJNOATICN INSTALLER MUST VERIFY ANCHOR 80.1 LENGTH. QUANTITY. l } V 390 Ii j I y. AND PATTERN PRIOR 10 CONCRETE PLACEMENT. -7 u_ 1 3.FOUNDATION IS DESIGNED IN ACCORDANCE 4ATH AO 318-95 I ANA DA/DA 222-r. c(( Inn (i-I �1 1o.CRCUNCINO BY OTHERS I I-� ala)2 1/4-4,t Ii-Er in (Y3)Ill.14•-6• : appy pw, s 7010 Jenlher tonal ECUALLY SPACoIi • E.• CCA.o.s Menlor.Ohio 44060 • 79'4 REBAR CASE SN•e >j y1�' lY. �J Tel (@<0)918-1101 �.+ ! -;741 , a�' >�t u... oe4a 7 Pax (440)918-7106 "_ A,.1„r� \ 7CI S1RMT 4r•:HOT r 4- �� )1 4 "'"� 9 ... 1 W Il MONOPOLETS C91ptTAN7rt f a..t}- -a°j(`"- I ( 1 ,eL X744 w PECCIt10 POLICE 5"TE RSOJRE0 .el ,j ! """`\''''vee"` VE1V YORK ,� Q 0�4' PECCNIC. ^�DfFS vows s+ oaam t• • ,M ..oAt[oAUI 90'9 PIER , ~ a'YIN must �1V:`7'a 1 147 4..1 1 T;.V., 50100, 3:97 1111 EB•o B0.!QNa-L£ 12'1.1111—..../k \(4)/5 472'-G'� 1 w1•n..,w.>: V1CW A-6 - --- SECTION B-8 //'_ 3 S E f (3797-1400 =TCuPLATF NOT 540401) I CJ 0�1 Z ~ T�.:... ..-_ti° asp:-.Y...,... _................�-....�._...,_._. ... _ 501"i OM : BC) PHONE NO. Jun. 18 1998 07:48AM P4 rr Engineered Endeavors Inc. 7610 Jenther Drive Mentor, Ohio 44060 Tel (440) 918-1101 Fax(440) 918-1108 Communications Structure Nonlinear Analysis and Design Program 11:11:58 05-26-1998 Revision 1.2-4/22/98 Engineer: PARR Customer SPRINT PCS Job Name 3797 Structure 140• MONOPOLE ,. Location PECONIC, NY ' Site PECONIC OD OD NUM.• THICK TAPER LENGTH JOINT .TAINT YIELD WEIGHT JOINT BOT TOP SIDES INCH IN/FT FT INCH TYPE KSI LBS HEIGHT 28.23 19.50 12 0.2500 0.281 31.04 49.00 SLIP 65.0 2001. 111.00 35.61 26.46 12 0.3125 0.281 32.54 60.00 SLIP 65.0 3411. 83.00 46.30 33.45 12 0.4375 0.281 45.67 76.00 SLIP 65.0 8604. 43.00 56.50 43.52 12 0.5000 0.281 46.17 0.00 BASEPL 65.0 12479. -0.00 TOTAL TUBE WEIGHT 26495. POUNDS POLE SHAFT LENGTH 140.00 FEET E = 29600.0 KSI UNIT WGT = 0.283 LBS/CU IN AISC constants are used for stress reductions. Internal bend radius = 3 X T ... Tube diameters are measured flat to flat. Stresses are calculated across points. Tube diameters are increased by 1.040 for wind across points. Drag coefficients are increase by 1.300 for steps on the pole. AISC Tube Shape Coefficient of, 1.000 is applied. ORIGINAL DATA FILE NAME H:\QUOTES\8135140A REVISED DATA FILE NAME H:\JOBS\3797-140 tl • STRUCTURAL ANALYSIS REPORT For •Sp rin TM Skynet Wireless Group 205 Route 46 West, Suite 10 Totowa, NJ 07512 NY07XC789 KM No. 140524.04 140' Monopole 41405 Route 25 Peconic, NY 11958 Prepared By: CIA KM CONSULTING ENGINEERS, INC. 9 Forest Lane, Ewing, NJ 08628 • Ph: (609) 538-0400 www.kmengr.com July 9, 2014 Prepared to ANSI/TIA-222-G Dec 2005 Structural Standards for Antenna Supporting Structures and Antennas • Skynet Wireless Group NY07XC789 TABLE OF CONTENTS SECTION PAGE 1.0 EXECUTIVE SUMMARY 3 2.0 TOWER INVENTORY 4 • 3.0 COMMENTARY 5 4.0 ANALYSIS PROCEDURE 6 5.0 TOWER ANALYSIS RESULT 7 6.0 RECOMMENDATION ...8 6.0 APPENDIX 9 Load Case No. 1: Existing monopole with existing inventory and proposed Sprint antenna installation. • • • Skynet Wireless Group NY07XC789 July 9, 2014 1.0 EXECUTIVE SUMMARY Structure Property Owner: , Town of Southold 53095 Main Road Southold, NY 11971 Location: Peconic Police Department 41405 Route 25 • Peconic, NY 11958 Manufacturer: Engineered Endeavors Inc. Job Name 3797 dated 5/26/98 Equipment Existing tower inventory plus the proposed installation are detailed in Section 2.0 "Tower Inventory." Synopsis Load Case No. 1: The existing monopole with the current inventory and proposed Sprint 2.5 antenna installation. The tower superstructure, base foundation, base plate, and anchor bolts have sufficient capacity and therefore meet the current TIA standards. The tower superstructure is rated at 52.2%, the base foundation is rated at 51.8%, the anchor bolts are rates at • 46.7%, and the base plate is rated at 62.4%. 3 • 0 Skynet Wireless Group NY07XC789 July 9, 2014 2.0 TOWER INVENTORY DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION Side Arm 139 2.5 RRH(Sprint) 120 10'Omni 139 2.5 RRH(Sprint) 120 Side Arm 139 2 5 RRH(Sprint) 120 10'Omni 139 10'Omni 102-92 Side Arm 139 Omni 95-92 10'Omni 139 Side Arm 92 0 Side Arm 139 Side Arm 92 10'Omni 139 10'Omni 82-72 Stand-Off T-Frame(Sprint) 120 10'Omni 82-72 Stand-Off T-Frame(Sprint) 120 Omni 75-72 Stand-Off T-Frame(Sprint) 120 Omni 75-72 APXVSPP 18-C-A20(Sprint) 120 Side Arm 72 APXVSPP18-C-A20(Sprint) 120 Side Arm 72 APXVSPP18-C-A20(Sprint) 120 Side Arm 72 RRH(Sprint) 120 Side Arm 72 RRH(Sprint) 120 Dipole 72-67 RRH(Sprint) 120 Side Arm 62 APXVTM-14-C-120(Sprint) 120 Yagi 62 APXVTM-14-C-120(Sprint) 120 GPS 62 APXVTM-I4-C-120(Sprint) 120 Proposed New Sprint Loading: *(3) RFS APXVTM14-c-120 @ 120' AGL *(3) Alcatel Lucent TD-RRH8x20 RRHs @ 120' AGL *(3) 11/4" Hybriflex cable up to 120' AGL 1111 4 • 5 • Skynet Wireless Group NY07XC789 July 9, 2014 3.0 COMMENTARY Our scope of work is to determine if the existing structure is capable of withstanding the additional stresses/forces imposed by the installation of the proposed Sprint 2.5 equipment noted in the tower inventory. The tower member layout/sizes and foundation information were obtained from original installation drawings and details by Engineered Endeavors, Inc. dated 5/26/98. The current antenna inventory was obtained from previous structural analysis by AWS Consulting Engineers, LLC dated December 17, 2012. The current inventory was • confirmed by site visit on June 26, 2014. A foundation investigation was performed by KM Consulting Engineers on June 26, 2014. The foundation specifications were confirmed by original design plans. The following report will provide analytical calculations and commentary regarding the capacity of the proposed tower and subsequent recommendations. • 5 • • Skynet Wireless Group NY07XC789 July 9, 2014 4.0 ANALYSIS PROCEDURE KM Consulting Engineers, Inc. carried out their structural analysis by correlating field inspection and tower member data into proprietary software designed specifically for communication tower analysis. These programs run in conjunction with the guidelines set down in the ANSI/TIA-222-G (Addendum 2) Jan 2006 Standard entitled "Structural Standards for Antenna Supporting Structures and Antennas." • The existing tower is analyzed by placing wind forces on the structure in 30' positional increments around the tower (ie. wind pressure directly onto the tower corners, faces and parallel to the faces). This enables the user to "create" a three-dimensional representation, yielding results for worst case scenarios. In effect, the production of these results allows the user to study the structural integrity of the tower when influenced by wind forces from any direction. The proceeding report includes analysis for the tower with the addition of antennas in the scenarios stated. For clarity, the analysis shall include worst case loadings and a typical elevation view with maximum foundation loads tabulated. Should the client require to be furnished with a full copy of our analysis, we will gladly do so (approximately 30 pages). Codes and Standards ACI - American Concrete Institute - Building Code Requirements for Structural Concrete (ACI 318-05), 2005 AISC - American Institute of Steel Construction - Manual of Steel Construction, Allowable Stress Design, 14th edition, 2010 • TIA - Telecommunications Industry Association —ANSI/TIA-222-G, Structural Standards for Antenna Supporting Structures and Antennas, 2006 IBC 2009- International Building Code 6 • • Skynet Wireless Group NY07XC789 July 9, 2014 5.0 TOWER ANALYSIS RESULTS The tower was analyzed for the inventory detailed in Section 2.0 "Tower Inventory". Structural wind speed is in accordance with ANSI/TIA-222-G listing applicable to Suffolk County, NY: 120 MPH (3SG), no ice and 50 MPH (3SG), %" radial ice. Additional criteria include structural class III, exposure C, and topographic category 1. All allowable capacities have been calculated to comply with the permitted EIA allowable increases (for wind). All bolts loaded in shear assume the threads are • included in the shear plane. Load Case No. 1: Proposed inventory of(3) RFS APXVTMI4-C-120 panel antennas, (3) Alcatel Lucent TD-RRH8x20 RRHs, (3) 1-1/4" Hybriflex cable, and existing Sprint inventory. The tower superstructure, base foundation, base plate, and anchor bolts have sufficient, capacity and therefore meet the current TIA standards. The tower superstructure is rated at 52.2%, the base foundation is rated at 51.8%, the anchor bolts are rates at 46.7%, and the base plate is rated at 62.4%. • 7 • • Skynet Wireless Group NY07XC789 July 9, 2014 6.0 RECOMMENDATIONS Further to our calculations, we conclude that the tower superstructure, base foundation, base plate, and anchor bolts have adequate capacity to support the proposed installation and therefore meet the current ANSI/TIA-222-G design standards. The existing tower is adequate to support the proposed Sprint 2.5 installation. Please do not hesitate to contact our office with any questions or concerns regarding this report. • Sincerely, KM CONSULTING ENGINEERS, INC Reviewed and Approved by: a;.:7- Wt ' 4&-r- Domenic Aversa, EITs.: ' Michael L. Bohlinger, PE Project Manager 6F Nei Principal :16Ak4ce L,8 0- 'I'% NY License #75700 j. cf): EVi;-,A,0 -;:i, ., .41\ qiikEV4 ,4,1i A OO 4. .. t+ �F2s s'• NO 0"151 Gi , s. �OgOFESS1ONP,\- ,o.' M'/ • 8 • • 6 • XION3ddV 0'1 • • • • LOAD CASE 1 • 10 • O _- DESIGNED APPURTENANCE LOADING 140 o ft arm TYPE ELEVATION TYPE ELEVATION ✓IIIIIII . Side Arm 139 2 5 RRH(Spoof) 120 1 10'Omni 139 2 5 RRH(Sprint) 120 11 Side Ann 139 2 5 RRH(Spring 120 10'Omni 139 10'Omni 102-92 Side Ann 139 Omni 95-92 10'Omni 139 Side Arm 92 v o 8 8 Side Arm 139 Side Arm 92 E,N w N 10'omni 139 10'Omni 82-72 o " N I Tl 1fl Stand-ORT-Frame(Sprint) 120 10'Omni 82-72 1111111lI 'll 1l lint Stand-ORT-Frame(Spnnt) 120 ,Omni 75-72 LJ i 11 u g Stand-Off T-Frame(Spnnt) 120 'Omni 75-72 APXVSPPI8-C-A20(Sprint) 120 Side Ann 72 APXVSPPI8-C-A20(Sprint) 120 Side Ann 72 / 109Oft I APXVSPP18-C-A20(Sprint) 120 Side Ann 72 RRH(Sprint) 120 Side Arm 72 RRH(Spnnt) 120 Dipole 72-67 RRH(Sprint) 120 Side Ami 62 APXVTM-14-c-120(Sprint) 120 Yogi 62 APXVTM-14-C-120(Sprint) 120 GPS 62 APXVTM-14-C-120(Sprint) 120 g c • . ' N m MATERIAL STRENGTH I GRADE Fy Fu GRADE 1 Fy 1 Fu o Lo" c2i A572-65 65 ksl 80 ksi Ij TOWER DESIGN NOTES / 1 Tower is located in Suffolk County,New York 2 Tower designed for Exposure C to the TIA-222-G Standard _ 8058 I 3 Tower designed for a 120 mph basic wind in accordance with the TIA-222-G Standard 4 Tower is also designed for a 50 mph basic wind with 0 75 in ice Ice is considered to increase in thickness with height 5 Deflections are based upon a 60 mph wind � I 6 Tower Structure Class III i I,I III7 Topographic Category 1 with Crest Height of 0 00 ft II II 8 Please reference the design apprurtenance loading chart above for what is on the tower 9 The tower picture doesn't show everything that is listed on the tower 10 TOWER RATING 62 5% V1. 1 398ft ALL REACTIONS ARE FACTORED AXIAL 57 K 0 0 g o SHEAR \MOMENT S 6 K ( 537 kip-ft a TORQUE 1 kip-ft 50 mph WIND-0 7500 in ICE AXIAL 36 K KAFY I \ MOMENT 46 K ` 46 3508 kip-ft 006 FR Pi TORQUE 4 kip-ft N REACTIONS-120 mph WIND E v x 12 a t tz � n � m 3m CO -i r � KM Consulting Engineers,Inc. '°'NY07XC789 LCI 9 Forest Lane Project 140'Monopole Ewing, NJ 08628 chem Skynet Wireless Group Drawn by Domenic Aversa App'd Consulting Engineers Phone (609)538-0400 code TIA-222-G Date 07/09/14 scale NTS • FAX Path K\9MelWireless croupwvWXQ09-s,awePolice 9atwn0FMmMrMSholelLCM Dwg No E-1 TIA-222-G -120 mph/50 mph 0.7500 in Ice Exposure C Leg Capacity Leg Compression (K) <-Minimum-0 Maximum-> -5000 140 00 140 00 10896. — 10896 I , 80 50 � 80 50 v r , 0 44+ d _ w 39 83 39 83 11111 0 00 f I i 0 00 <-Minimum-0 Maximum-> -5000 KM Consulting Engineers,Inc. 10b NY07XC789 LCI 9 Forest Lane Project 140'Monopole Ewing, NJ 08628 Client Skynet Wireless Group Drawn by Domenic Aversa"PP'd Consulting Engineers Phone (609)538-0400 Code TIA-222-G Date 07/09/14 Scale NTS FAX Path p\yg No E-3 K\Skold Wireless Grem.VGIXC]89-Ssu9nid Pope SletloMEmmneerIncnouhsld LCI erl Feed Line Distribution Chart • 0' -140' Round Flat App In Face App Out Face Truss Leg Face A Face B Face C 14000 14000 12000 12000 -- 108 96 __ 108 96 • 9200 9200 80 50 _ 80 50 Y O 2 O 7200 7200 N d L Ni v RI J a a d 0 0 LL LL W L g N Q Q hn O O - 9 2 a g LL 9 a0 ° 0 39 83 Fr g N u. 3983 -- _-- ' _—— — rn m g 9 fr LL LL 9 • 9 500 500 0 00 0 00 KM Consulting Engineers,Inc. Job NY07XC789 LCI 9 Forest Lane Project 140'Monopole Ewing, NJ 08628 ClientSkynet Wireless Group Drawn by Domenic Aversa App'd Consulting Engineers Phone (609)538-0400 Code TIA-222-G l Date 07/09/14 scale NTS 0 FAX. Path 10Skmel Weeless GroWNYW%C)69-Southold PS ShaXO$EndroereMsmMaldLCI ed Dwg No E-7 Stress Distribution Chart • 0' -140' '> 100%I 90%-100%0 75%-90%Q 50%-75%I<50%Overstress Face A Face B Face C 14000 14000 • 108 96 108 96 8050 8050 C c O O d W 39 83 39 83 • . � I I 000 000 KM Consulting Engineers,Inc. Job NY07XC789 LCI 9 Forest Lane Project 140'Monopole Ewing, NJ 08628 Chert Skynet Wireless Group Drawn by Domenic Aversa'^PP'd Consulting Engineers Phone.(609)538-0400 code TIA-222-G Date 07/09/14 Scale NTS • FAX Path eISkyMWIrelessGrouwVlw7XC78n-SouneedPolice SteLaMEy/reerintSo.oldLel en DwgNo E-8 • Job Page tnxfiower NY07XC789 LC1 21 of 21 KM Consulting Engineers,Inc. Project Date 9 Forest Lane 140' Monopole 12:03:26 07/09/14 Ewing,NJ 08628 Client Designed by Phone:(609)538-0400 Skynet Wireless Group FAX Domenic Aversa Section Capacity Table Section Elevation Component Size Critical P oP,jm % Pass No. ft Type Element K K Capacity Fail Ll 140-108 96 Pole TP28 23x19 5x0 25 1 -3 39 159 54 22 2 Pass L2 108 96-80 5 Pole TP35 61x26 5825x0 3125 2 -7 60 402 52 40 6 Pass L3 80 5-39 83 Pole TP46 3x33 5979x0 4375 3 -18 37 1239 64 44 6 Pass L4 39 83-0 Pole TP56 5x43 6644x0 5 4 -36 14 2813 90 52 2 Pass Summary • Pole(L4) 52 2 Pass Base Plate 62 5 Pass RATING= 62.5 Pass Program Version 6 13 1-7/25/2013 File K/Skynet Wireless Group/NY07XC789-Southold Police Station/Engineenng/Southold LCI en • • i I M.6T_ERIAL ) \ r A A S CA1PTION NIGICR GM I$CM QrY. LENGTH 5CTnNG 10/PLAIES 2 1/74;5015!4(7c1.BOLTS O — J+OUNDATION LOADING Q 20 +t'-o 75 I ). I4D4OB ear 2 30 yy-b• llt(Ash+A615-IC50) PROJECTgI O %� tUCMCNT. it-hosSM7,9 00I r. 41 7T-6' (uLY A+5-CRf ) , a - _ 5*EAR.lPa Sa8 1 l w 1^tlr7llFll(C 7,' _(( AUL. Tr7I 291�t SIA P .+� 67D(. r+ I TAETC(w!,td,) I 4000 Pay I • StE[l P6a) 7X720 aSTN A6t9-Ga 69 clf -7.-7- -13.0 C('NERAL NOTES I PROVIDED BY PROFESS OTIAL SGN IS ERHCES:NDUSTRIESD IN THE y014 IAARO-IHNiCAL P10. 1957_ REFER «,I I 2 G OTEG4BICAL.AND CCNSTRUCWONPRO-ECT NUMBER �IKSPECi Cl.'IS RECLA MD. I O,i n THE 501.REPORT SHOULD BE CONSULTED PRIOR 13 CONSTRUCTION, Soap I 1 . 3. PER ENBECIE tS SHONN FROM ME GROUND fLEVAEICN Ar THE J n^ TIME Of THE SOIL NAVIGATION I I STEEL CASING tall BE REWIRED TO PREvt Il SOIL CAMIIO AVD CROUIIDWAIER INFILTRATRDN DURING EXCAVATION 0. 4 REIHFORONG STEEL SHALL CCNFCR'J 10 ASIA A615-B7'MTM A •• r ` t MINIMUM YIELD STRESS or 6O kw. IN•,!' I I I 'ASLO NC our P CROSSINS G BARS OR SP ES NICSCHO°TARCV TTIEO 95 G+.1 7 1 SOZ O REBARS SHALL BE ASSCP4BT.ED USING STEEL WMR(. W 2 S, CQVCRETE MIX OUAUIY AHO CONSTRUCTION PROCLCURES SHALL BE OI III ER 70 N I AIM ACI4000 310-95. CL 11 -�1a 6. CCNCREIE SHAH HAVE A MINIMUM C10MPRESStI'E STRENGTH CF a. { 1 8 OATS 7 ANCHORSt80 TAT 20Ci CN ATION IS REQUIRED PRIOR r0 CONCRETE PLACOUCNT B B B.REFER i0 CEI ORATING Ko 0550959 FOR ANCHOR BOLT.TEVPLATC, AND BASE PLATE DETAILS AND REEAJIREMENTS. FOUNOAIICN INSTALLER MUST VERIFT AtICHCR BLIT LENGTH.auAVTITY, 3 ,)00 I I I AND PATTERN PRIOR TO CONCRETE PLACEMENT. b I 3.FCIaIDATICN IS DESIGNED IN ACCORDANCE v5TH AO 318-95 i( +1((--II 1_I �^� A710 TTA/DA 222-r. 1 t7.GROUNDING BY OTHERS. 1-"I IA„�;S 7910 Jenlher 40( 1 0(20)2 t/4'a a ti-o• 7 (YJ)111 a 3V-6• 7910 r,Ohto a4060 674 ECUuIY$iPAC`,fi 79'P RiOAR CASE 8+'0 .#TN'tE`lY' �E 0' Tel (ad0)B16-0101 -..�+�(• r I✓.aror;'io Fas (440)018-11OB - ,•r '� 1 1 ic'_ t i Cyf%.:�A<•9S'1M PCS AIIwHGt 80l A t..-_51 I 4 41' 140 't SITE CAICHTAhprl �a -'�"-' °+r'- f .tom .,,;,. /�, PECCNtC POLICE SITE RCCUREO a •a +j `. .vA PECO 4. NEW rORK •eel C'AZ1'.'0 ti."!n.Ra - ^ o..w a rM�a• WI 90"a PIER a•UM nuts( 19;77 ••••w I K4.F. anrio 3797 b6'a 80.7 OR:I.E 12'Ylli�I 1(a7)/5.77'-6'� I 3797 T40. I VIEW A-s - --_ 5ECTTOH B-8 i 777 lJ.�' ) '--• f (3797-ta0.0 (TCS-°LAEE A'OI SNOMV) 1 V La ti5 ., '� ,� r \� • • • • ,.OM : BC1 PHONE NO. : Jun. 18 1998 07:48AM P4 + `� • Engineered Endeavors Inc. - " 7610 Jenther Drive Mentor, Ohio 44060 Tel (440) 918-1101 Fax(4401 918-1108 Communications Structure Nonlinear Analysis and Design Program 11:11:58 05-26-1998 Revision 1.2-4/22/98 Engineer: PARR • Customer SPRINT PCS Job Name 3797 • Structure 140' MONOPOLE Location PECONIC, NY ' Site PECONIC OD OD NUM. THICK TAPER LENGTH JOINT JOINT YIELD WEIGHT JOINT BOT TOP SIDES INCH IN/FT FT INCH TYPE KSI LBS HEIGHT 28.23 19.50 12 0.2500 0.281 31.04 49.00 SLIP 65.0 2001. 111.00 35.61 26.46 12 0.3125 0.281 32.54 60.00 SLIP 65.0 3411. 83 .00 46.30 33.45 12 0.4375 0.281 45.67 76.00 SLIP 65.0 8604. 43.00 56.50 43.52 12 0.5000 0.281 46.17 0-00 BASEPL 65.0 12479. -0.00 TOTAL TUBE WEIGHT 26495. POUNDS POLE SHAFT LENGTH 140.00 FEET E = 29600.0 KSI UNIT WGT 0.283 LBS/CU IN - AISC constants are used for stress reductions. Internal bend radius = 3 X T Tube diameters are measured flat to flat. Stresses are calculated across points. Tube diameters are increased by 1.040 for wind across points. Drag coefficients are increase by 1.300 for steps on the pole. AISC Tube Shape Coefficient of 1.000 is applied. ORIGINAL DATA FILE NAME H:\QUOTES\8135140A REVISED DATA FILE NAME H:\JOBS\3797-140 S {� • o 73 MI5 _ Q „___ v _ o �. v _ � � T 01:R 1111111411111) s : TE!� t! x C.) CD • Av ,________. ,1 _ 0 : . C oPO c E - pID , 0ri:/ f l� B 6-5-14 ISSUED FOR CONSTRUCTION ' �, A 5-29-14 ISSUED FOR REVIEW ,, /. �� S 1A7 )( c789 ... ----j [ 711 ----L._ 2 __. _______ i „. .„„ 1 rrn,Lsc), s A3SS : 0UT 25 & DC0 \ C A \ �'�' SOU I 10 119 SPRINT SPECTRUM! L.P. 2 INDUSTRIAL ROAD FAE' FIELD, NEW JERSEY 07004 THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND COPYRIGTHED SPRINT SPECTRUM L.P. ANY DUPLICATION OR USE x � � � VO \ OP01 . -- _ WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. S T re ,/ '6':. t'si,/,::',(1';'''A. k:,,i,-\16)1\., ° " ,/,‘° ,'' SITE INFORMATION AREA IAP PROJECT DESCRIPTION SHEET INDEX „.„...._.........„-.;„ 7%q . . SHT. NO: SHEET TITLE: REV: ENGINEER: SITE ADDRESS: ROUTE 25 & PECONIC (LANE :_'� • INSTALL (1) NEW SPRINT 9926 BBU & (3) NEW T-1 TITLE SHEET A M.B. MICHAEL L. BOHLINGER P.E. SOUTHOLD, NY 11971 `T - RECTIFIERS INSIDE EXISTING SPRINT EQUIPMENT NY LICENSE #75700 A-1 SITE LAYOUT A M.B. CABINET. _ - -- .. — — PROPERTY OWNER: ` ' ''r' '' KM CONSULTING ENGINEERS INC. • INSTALL (4) NEW BATTERIES IN EMPTY STRING OF A-2 EQUIPMENT LAYOUT A M.B. I EXISTING SPRINT BATTERY CABINET. -� ' �.�'� �.�` __.�EWING NEW JERSEY 08628 TOWN OF SOUTHOLD 9 FOREST LANE 53095 MAIN ROAD • INSTALL (1) NEW PANEL ANTENNA & (1) NEW RRH ON A-3 EXISTING AND PROPOSED EQUIPMENT PLAN A M.B. SOUTHOLD, NY 11971 PROPOSED PIPE MOUNT (1 PER SECTOR). �� �,� � Wireless Group (631) 765-1800 • INSTALL (2) HYBRIFLEX CABLE AND (1) SECTOR A-4 ELEVATION A M.B. ;f GEOGRAPHIC COORDINATES: ' �'° ' " S APPROXIMATE JUMPER. A-5 EXISTING ANTENNA ARRAY A M.B. In affiliation with Skynet Design Group Corp. LATITUDE: N41° 2' 26,9982'1 SITE LOCATION LONGITUDE: W72° 27' 210.9982" I. .� r.r ! A-6 PROPOSED ANTENNA ARRAY A M,B. 205 ROUTE 46 WEST SUITE 10 TOTOWA, NJ 07512 ,....- A-7 RF DATA SHEET A M.B. ZONING JURISDICTION: TOWN OF SOUTHOLD ,:E , A-8 FIBER PLUMBING DIAGRAM A M.B. ,,,,f- , - - SK' POWER COMPANY: A-9 CABLE COLOR CODING A M.B. PSE&G 1 (800) 436-7734 A-10 ANTENNA & HYBRIFLEX CABLE DETAILS A MrB, COUNTY: A-11 EQUIPMENT DETAILS A M.B. NY07XC789 SUFFOLK _ APPLICABLE CODES A-12 CABINET DETAILS A M.B. I EQUIPMENT SUPPLIER: E-1 EQUIPMENT UTILITY & GROUNDING PLAN A M.B. 2 .5 EQUIPMENT ALCATEL-LUCENT - 600-700 MOUNTAIN AVENUE - E-2 GROUNDING DETAILS A M.B. DEPLOYMENT CD'S MURRAY HILL, NJ 07974 PH.: (908) 508-8080 *ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN E-3 D C POWER DETAILS & PANEL SCHEDULES A M.B. ACCORDANCE WITH THE FOLLOWING CODES AS ADOPTED BY THE SP-1 SPRINT SPECIFICATIONS A M.B. ROUTE 25 & PECONIC LANE PLANS PREPARED BY:, LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE SKYNET WIRELESS GROUP CONSTRUED TO PERMIT WORK NO CONFORMING TO THESE CODES, SOUTHOLD, NY 11971 205 ROUTE 46 WEST SUITE 10 SP-2 SPRINT SPECIFICATIONS A M.B. TOTOWA, NJ 07512 PH.: (201) 233-4300 1. INTERNATIONAL BUILDING CODE ., <<. . TITLE; SHEET 2, ANSI/TIA-222 STRUCTURAL STANDARD FOR ANTENNA STRUCTURES I 3. NFPA 780 - LIGHTING PROTECTION CODE 4. NATIONAL ELECTRIC CODE .. . 5/29/14 - . CAC.A. .4 _ .. --:_‘,...,\,, :1;-) Ab Know what's below. Call before you dig. T... 1 WWW.CALL811.COM a E 6-5-14 ISSUED FOR CONSTRUCTION A 5-29-14 ISSUED FOR REVIEW A. WOODED AREA p rflic) 441), S r [ El L' )/ e vi SPRINT SPECTRUM L.P. ,t2 INDUSTRIAL ROAD FAIRFIELD, NEW JERSEY 07004 THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND d COPYRIGTHED SPRINT SPECTRUM L.P. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. EXISTING BUILDINGS O 1-3 tm II i\D „„ /P�L L. 1r7�,:L�" 7j ., D s'''ac' C'FEF,, I,1 ,,/ IN1 .-• -3 I"' EXISTING = "' PARKING AREA APPROXIMATE LOCATION II 171 / �------1 \ OF EXISTING SPRINT --� EQUIPMENT ROOM IN 0 o MICHAEL L. BOHLINGER P.E. BASEMENT OF EXISTING NY LICENSE #75700 BUILDING EXISTING i In—" KM CONSULTING ENGINEERS, INC. PARKING 9 FOREST LANE AREA • !L._` _EWING NEW JERSEY 08628 I' 40- .V . Skirt/et Wireless Group / °, In affiliation with Skynet Design Group Corp. 205 ROUTE 46 WEST SUITE 10 .( -(06QTOTOWA, NJ 07512 V ry EXISTING 14OLOII y� '� MONOPOLE ,��P/ \14 q sK.. �P*ti's �9<> -q Q. '�0j,`q, >so NY07XC789 EXISTING BUILDINGS 2 . 5 EQUIPMENT DEPLOYMENT CD'S ROUTE 25 & PECONIC LANE 410-4 SOUTHOLD, NY 11971 A-4 LAYOUT 1SITE LAYOUT i I ' 1 A-1 SITES : 1" = 100'-.0" - ,����.s...,LL. ....,-._.,,______ 5/29/14 NORTH GRAPHIC SCALE --lSK-***** 100 0 50 100 200 400 .,. I CAC mom r _. 1 AD ( IN FEET ) _.�..�.�_.��...�_�.��..v.. .. • .. � .��.�, 1 INCH = 100 FT., 1 A- 1 1 / / / 1 / / / i / / / ' / / / / 6 6-5-14 ISSUED FOR CONSTRUCTION / A 5-29-14 ISSUED FOR REVIEW / / w / / / / / / i / 0 ® ,##),- / / / / / SPRINT SPECTRUM L.P. EXISTING BUILDING / 2 INDUSTRIAL ROAD / / FAIRFIELD, NEW JERSEY 07004 / / THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND COPYRIGTHED SPRINT SPECTRUM L.P. ANY DUPLICATION OR USE / / WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. _ - . �. .. . / / / " // / rr' f.-:T44r,.... T\ / t.� 1 APPROXIMATE LOCATION °- • \ , / /7 / \\ OF EXISTING SPRINT - / I / EQUIPMENT ROOM IN ';. , .: / � / / `/////////////l/ll/////4 BASEMENT OF EXISTING n . „ (y / BUILDING o, ,:- --.4 / / / DD / / N -ra / / / C D / / MICHAEL L. BOHLINGER P.E. / co 2 NY LICENSE #75700 / �� / o EXISTING (3) 1-114" %� / ;- - --�4° KM CONSULTING ENGINEERS, INC. / HYBRIFLEX CABLES TO / / . ��,.. 9 FOREST LANE _ __ / REMAIN / SWING NEW JERSEY 08628 / EXISTING AC UNIT / 1 " ., !c . n t Wireless Group / /� / 1 .: EXISTING CHAINLINK // / FE NCE / / In affiliation with Signet Design Group Corp. / 205 ROUTE 46 WEST SUITE 10 / / TOTOWA, NJ 07512 ////////////////////////////////////////////////////////////1/////////////////1///////////// // �'////////// // '////t4 j SK- „:,..............:......-1 1 -......00. .-.....t....e.p... ........:. — =.......1....:.:::...: ,-;":..-:- ..-Itie.... i EXISTING METER • 1♦L I is•j• ;• •. Y».•,: ftt.i� ,i:::::::.: •t ,•. ;.j 4` M;•!�l;•}•• '`� 1\W ! :r ,•;5::".:.3....: rpt) y•. S:t vt I. -..4.4.....;:....44:;....:.: Y YY✓•••f r•,•.=,♦ :r te• .: S�•: •._ •f••��,Y:.'7.,'•;�,' ,�a.:� • : f•1'•t• .•.%j jj ..r'1••h�« A-3 , NY07XC789 • ��ori o ,,.;••,;; fi• `.::..; .. , •: �.�:.. G SIDEWALK Ao6 W4440\ �i '. ► ;.•: •r •. .,•f :r•~rt•:▪. _ EXISTIN CO ee •� r �,/ -� _�,�__ .;• ;•,: i4 t .•:•p•••••.°• .�:i,, 2 . 5 EQUIpMENT Q' ` %/' is .a+e,,:�i• 'mot ,• ••� j:/j,• •i' •1.,Y ., V r a t • .gN•`•+1. 40 It P ti� o }:.:..�• �• j.=•,. . . .t.•• t• . NG EDGE OF DEPLOYMENT CD'S •% ••t..,•.,j •••. ..,...., a • ::�• .'s 1•'s PAVEMENT w V. • % • ,• ':• • a,••;;• •.•• ';''t n.:•444. ROUTE 25 & PECONIC LANE •' „a'”” •:�'.'„4. '•' -~•_ SOUTHOLD, NY 11971 PROPOSED (1) 1-1/4" HYBRIFLEX PROPOSED (1) 1-1/4" HYBRIFLEX -` " " u. ` :.TMr „ `., `R " ` • . EXISTING GENERATOR EXISTING 140'-0" CABLE TO BE ROUTED INSIDE CABLE TO BE ROUTED WITH MONOPOLE MONOPOLE EXISTING CABLES IN EXISTING Q U I P M E N T LAYOUT EXISTING ICE SPRINT UNDERGROUND CONDUIT , BRIDGE .. ... 5. /29/1.4 1 QUIPV \ T LAYCUTsK- . . . . . A2w... W SCALA; 1" = 10'-011 [CAC 1 T GRAPHIC SCALE A-4 10 0 5 10 20 40 AD IN FEET It A_2 1 INCH = 10 FT. 1 • B 6-5-14 ISSUED FOR CONSTRUCTION A 5-29-14 ISSUED FOR REVIEW INSTALL (4) NEW BATTERIES IN EMPTY STRING OF EXISTING SPRINT BATTERY CABINET I 0 INSTALL (1) NEW SPRINT 9926 5 p r in it,ze#)---/ BBU & (3) NEW RECTIFIERS / INSIDE EXISTING SPRINT / EQUIPMENT CABINET (SEE SHEET A-12) / SPRINT SPECTRUM L.P. //////////////////////// //////// / //////////// INDUSTRIAL ROAD FAIRFI2 NEYJ JERSEY 07004 THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND W/ EXISTING / / EXISTING COPYRIGTT XP HED SPRINT SPECTRUMENCONSENT IS ITL.P. ANYSTRICTLY DUPLICATION PROHIBITOREDUSE. / RADIOS (BY / RADIOS (BY T. OTHERS) / OTHERS) / EXISTING SPRINT 200A / EXISTING SPRINT 200A PPC POWER ENCLOSURE / PPC POWER ENCLOSURE \,/<\ .2\4 4 y,41,,,,(,,;(1,::::t:,-7:11,';';.,k:;\,. ' / / P ..1:4,, ` ` _ / EXISTING /4 / EXISTING }. / RADIOS (BY / RADIOS (BY r ' / OTHERS) OTHERS , <-,,,,,,:,?0,-r-,„,,, .. . / EXISTING (2) SPRINT EXISTING (2) SPRINT /, EQUIPMENT CABINETS / , EQUIPMENT CABINETS / '-'/ / MOUNTED IN BASEMENT MOUNTED IN BASEMENT / / / MICHAEL L. BOHLINGER P,E. / NY LICENSE #75700 EXISTING TELCO EXISTING EXISTING / EXISTING TELCO EXISTING EXISTING CONSULTING W. / BATTERY BTS / / BATTERY BTS r �. KM CENGINEERS, INC. BACKBOARD / CABINET CABINET EXISTINGPOLICE / BACKBOARD / CABINET CABINET EXISTING L. 1 ' 9 FOREST LANE EXISTING STORAGE & / EXISTING STORAGE & CE NG NEW JERSEY 08628 I _ ,� ._ EWI rr POLICE POLICE STORAGE DESK / STORAGE DESK ' .,`',-- Skri t Wireless Group / / , / / / In affiliation with Skynet Design Group Corp. / 205 ROUTE 46 WEST SUITE 10 / PROPOSED (1) 1-1/4" HYBRIFLEX / / CABLE TO BE ROUTED WITH � TOTOWA, NJ 07512 EXISTING / EXISTING CABLES IN EXISTING EXISTING 1 POLICE POLICE / RADIO / SPRINT UNDERGROUND CONDUIT / RADIO .. SK '/////// , '// /////////l ////// 4 '///// // . '// /////////l '///// „.,.. NY07XC789 EXISTING COAX EXISTING SPRINT EXISTING COAX EXISTING SPRINT PORT JUNCTION BOX PORT JUNCTION BOX 2 , 5 EQUIPMENT DEPLOYMENT CD'S ....„.,........ .... . ...,..„,.. " .. _ .....„........., ......_____......„. vis ior 1 � XISTI \ G - QUIPVE \ T FLA \ 2K I PROPOSED QIIFV \ T FLA \ ROUTE 25 & PECONIC LANE A-3 SCALE; 1/4" = 1'-Oil A-3 SCALE; 1/4" = l'-O" SOUTHOLD, NY 11971 EXISTING & PROPOSED EQUIPMENT PLAN . _ 15/29/14 . _ W._._..., a CAC i A-3 k TOP F EXISTING . * CARRIER R ANTENNAS ELEV. @t150'-0" EXISTING CARRIER ANTENNAS TO REMAIN ATOP OF TOWER (TYP) ' ELEV. @±1401-0" - OF EXISTING AND PROPOSED SPRINT ANTENNAS —� ELEV. @*-120'-O" B 6-5-14 ISSUED FOR CONSTRUCTION A 5-29-14 ISSUED FOR REVIEW A. PROPOSED SPRINT 2.5 ANTENNA & RRH ON EXISTING TOWER MOUNT ® ))/0? SPRINT SPECTRUM L.P. 2 INDUSTRIAL ROAD FAIRFIELD, NEW JERSEY 07004 EXISTING CARRIER THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND COPYRIGTHED SPRINT SPECTRUM L.P. ANY DUPLICATION OR USE ANTENNAS TO REMAIN WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. (TYP) r `� ,O �Ir `,r ' ,fr ig,-�� . � _ i's., - ¢l EXISTING CARRIER \,,,,,,,,,:#a (", y,�.�. �-%� ANTENNAS TO REMAIN '-'`-yam �!� (TYP) ``."hr;, .�:=.'--- /Ahs/ / EXISTING GPS s7 EXISTING 140' MONOPOLE MICHAEL L. BOHLINGER P.E. NY LICENSE #75700 KM CONSULTING ENGINEERS, INC. F--- 9 FOREST LANE ` . EWING�NEW JERSEY 08628 „.. „r i �� ._ „, 1 ,,n t Wireless Group PROPOSED (1) 1-1/4" HYBRIFLEX CABLE TO BE ROUTED INSIDE In affiliation with Skynet Design Group Corp. MONOPOLE 205 ROUTE 46 WEST SUITE 10 TOTOWA, NJ 07512 EXISTING SPRINT SK— ON ,. � . . STEEL PLATFORM NY07XC789 „...„,„ . , .. , „. . , , 2 , 5 EQUIPMENT , , , DPLOYMNT CSS iI, ■----- ------ 1 -----U 1 1 GRADE ------- I IIIt ELEV, @0'-011 L +'•• ;� � ROUTE 25 & PECONIC LANE re•%As'' '•'"`9 SOUTHOLD NY 11971 APPROXIMATE LOCATION OF EXISTING SPRINT EQUIPMENT E L EVATI O N ROOM IN BASEMENT OF EXISTING BUILDING . ,.,. _.. . .. _ PROPOSED (1) 1-1/4" HYBRIFLEX r [ /29/14 CABLE TO BE ROUTED WITH SK-**** EXISTING CABLES IN EXISTING • SPRINT UNDERGROUND CONDUIT CAC 1 LVATIO \ .:. y. K . • a � AD A-4 SCALE: 1" = 201-0" A-4 B 6-5-14 ISSUED FOR CONSTRUCTION A 5-29-14 ISSUED FOR REVIEW SprErnt) K Z _ ALPHA SECTOR: _ � SPRINT SPECTRUM L.P. EXISTING SPRINT NV ANTENNA " c7 rn 2 INDUSTRIAL ROAD FAIRFIELD, NEW JERSEY 07004 (40°) W/ (2) RRH'S TO REMAIN o O EXISTING SPRINT T-ARM THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND o ANTENNA MOUNT COPYRIGTHED SPRINT SPECTRUM L.P. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. r EXISTING 1401-0" MONOPOLE /� _�� _,°_11%,-,:`-.;--,,,,,. 0 Lit Al BETA SECTOR: MA ... ,..,•714.„....„.., hitigoli Al'inams--- I ,,, ,„ , ,. i 2:1, iminteser.a_u - • \r4Iø' �7 EXISTING SPRINT NV ANTE A NN MICHALLOHLINGER PE,,to (1751 W/ (2) RRH S TO REMAIN INY LICENSE #75700 .�� ✓' 4YKM CONSULTING ENGINEERS, GAMMA SECTOR: 4 �►�'''►� - INC.' EXISTING NV SPRINT ANTENNA �i 9 FOREST LANE (260°) W/ (2) RRH'S TO REMAIN ' 41446. rT : __EWING NEW JERSEY 08628 ter . ., ., .._ .... ..... .. y��j, A .4...,' �kyr t Wireless Group O V�cy�O �� c In affiliation with Skynet Design Group Corp. `o * /5,‘� T0� 205 ROUTE 46 WEST SUITE 10 P 7� �� NJ 07512 .� so TOTOWA, J , , PCox ti 1. sK,.. } NY07XC789 f... ,,,, ..v., 2 , 5 EQUIPMENT 0 XISTI \ G A \ 1 \ \ A ARRAYhi, NORTH DEPLOYMENT CD'S \ A-5) SCALE. N.T.S. • ROUTE 25 & PECONIC LANE SOUTHOLD, NY 11971 EXISTING ANTENNA ARRAY 5/29/14 iSK ***** rn._.,. ._ . CAC;. .. 4 AD A-5 ._._._._____....__.______.___._._.________. 1 ) B 6-5-14 ISSUED FOR CONSTRUCTION A 5-29-14 ISSUED FOR REVIEW • DD Ur 0 ' 'Nr- [i Ili ' ' y EXISTING SPRINT T-ARM ` ALPHA SECTOR: = U' ANTENNA MOUNT EXISTING SPRINT NV ANTENNA " n ALPHA SECTOR: SPRINT SPECTRUM L.P. (40°) W/ (2) RRH'S TO REMAIN o oPROPOSED SPRINT 2.5 ANTENNA 2 INDUSTRIAL ROAD 73 RRH ATTACHED TO NEW 3" O.D. FAIRFIELD, FEW JERSEY 07004 PIPE MOUNT (SEE SHEET A-10) THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND COPYRIGTHED SPRINT SPECTRUM L.P. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. ` a.coos • EXISTING 140'-0" MONOPOLE EXISTING SPRINT ,:/„. 1 i.* TOWER MOUNT ., 4{ ' }�- ,: ) `' -..,, GAMMA SECTOR: Wt1 ( e) ` PROPOSED SPRINT 2.5 ANTENNA & ii RRH ATTACHED TO NEW 3" O.D, f� �` :,. PIPE MOUNT (SEE SHEET A-10) BETA SECTOR* ø6S1 / EXISTING SPRINT NV ANTENNA( 75 ) W/ (2) RR� MICHAEL L. BOHLINGER P.E. GAMMA SECTOR: z ` ,� NY LICENSE #75700 0/1'',.#//\ EXISTING SPRINT NV ANTENNA (260°) W/ (2) RRH'S TO REMAIN Vii` r-m-� - /KM CONSULTING ENGINEERS, INC. . F ‘ 9 FOREST LANE "9c> �� L __ EW ING NEW JERSEY 08628 Ar�'G SF ' err Group Q-,�•� >>' In affiliation with Skynet Design Group Corp. J 205 ROUTE 46 WEST SUITE 10 0P�� • �� .� it TOTOWA NJ 07512 Ptile SK- NY07XC789 BETA SECTOR: PROPOSED SPRINT 2.5 ANTENNA & RRH ATTACHED TO NEW 3" O.D. PIPE MOUNT (SEE SHEET A-10) 2 . 5 EQUIPMENT DEPLOYMENT CD'S e!wr,.:;,::,m.ms.,,anu.,,. 3.,..w»r,:u«rte.. ,.•m.<s.,:u,e.w..r x,: .,..r..'s::„«,v.wu...A.r.a. ..a ROUTE 25 & PECONIC LANE 1 P 0P0S A \ T \ \ A ARRAY SOUTHOLD, NY 11971 A-6 SCALE; N.T.S. .. ,_ NORTH PROPOSED ANTENNA ARRAY 5/29/14 1 CAC AD I 1 A-6 NOTES 6 6-5-14 ISSUED FOR CONSTRUCTION 1, GENERAL CONTRACTOR TO FIELD VERIFY AZIMUTH AND A 5-29-14 ISSUED FOR REVIEW C/L HEIGHT AND MECHANICAL DOWNTILT. IF DIFFERENT THAN CALLED OUT BELOW, HALT ANTENNA WORK FOR ONE HOUR, CALL SPRINT RF ENGINEER (OR MANAGER IF RF ENGINEER DOES NOT ANSWER, BUT STILL LEAVE A ® �® MESSAGE TO RE ENGINEER) USING CONTACT aEr in IL INFORMATION ABOVE FOR FURTHER INSTRUCTIONS, IF SPRINT DOES NOT RESPOND WITHIN ONE HOUR, PLACE 2.5 GHZ ANTENNA AT SAME C/L HEIGHT AS 1.9GHZ SPRINT SPECTRUM L.P. ANTENNA & EMAIL CORRECT C/L HEIGHT & AZIMUTH TO SPRINT RF ENGINEER. UPDATE AS—BUILT DRAWING WITH 2 INDUSTRIAL ROAD CORRECT C/L HEIGHT. ALSO EMAIL CORRECT 1.9GHZ FAIRFIELD, NEW JERSEY 07004 THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND AND 800MHZ ANTENNA C/L HEIGHT, AZIMUTH AND COPYRIGTHED SPRINT SPECTRUM L.P. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. MECHANICAL DOWNTILT TO RF ENGINEER,I N �\ 2. AISG TESTS TO VERIFY OPERATION IS TO BE PERFORMED AFTER FINAL INSTALLATION OF ANTENNAS AND AISG CABLES HAVE BEEN CONNECTED. VERIFY OPERATION OF ALL EXISTING SPRINT AISG EQUIPMENT F' > ,, •. �.W, INCLUDING 800MHZ, 1.9GHZ AND 2.5GHZ TEST TO �~,a INCLUDE COMPLETE DOWNTILT, AZIMUTH (IF M€: APPLICABLE) AND BEAMWIDTH SWINGS (IF APPLICABLE), DOCUMENT AISG TEST RESULTS IN COAXIAL SWEEP ` `' ' ' "? TEST SPREADSHEET, 3, GENERAL CONTRACTOR MUST ENSURE THAT NO OBJECT /� I IS LOCATED WITHIN 45 DEGREES OF LEFT AND RIGHT NOTE ; CO \ T R C T O SHALL \ O T P O C E E OF FRONT OF ANTENNA OR 7 DEGREES UP AND DOWN WITH FROM CENTER OF ANTENNA, IF THIS IS NOT POSSIBLE, MICHAEL L. BOHLINGER P.E. C0 \ STRCTI0 \ „ \ TIL F L. RFDS CONTACT RF ENGINEER FOR FURTHER INSTRUCTION, IN NY LICENSE #75700 I \ / ADDITION, 2.5GHZ ANTENNA IS NOT TO BE PLACED IN _ KMCONSULTINGENG A \ D P L U V 13I \ G D I A G R A \ ARE ISSUED B Y FRONT OF ANY OTHER ANTENNA USING THE SAME 45 g EO INFERS, INC. DEGREE RULE. THIS INCLUDES SPRINT AND NON—SPRINT REST LANE -w. — EWING NEW JERSEY SPRI \ T RF � \ GI \ I \ G AND PROVIDED TO ANTENNAS. 08628 ►� Skyriet C O \ T A C T O Y S P I \ T C O \ S T U C T I \ Wi 4. 2.5GHZ ANTENNA MUST BE AT LEAST 6" FROM 1.9GHZ }'°` reles Group ANTENNA, 30" FROM 800MHZ ANTENNA AND 30" FROM In affiliation with Skynet Design Group Corp. DUAL BAND 1,9GHZ AND 800MHZ ANTENNA. 205 ROUTE 46 WEST SUITE 10 VA \ AGER , TOTOWA, NJ 07512 5, GENERAL CONTRACT IS REQUIRED TO USE A DIGITAL ALIGNMENT TOOL TO SET AZIMUTH, ROLL AND DOWNTILT. AZIMUTH ACCURACY IS TO BE WITHIN 1 DEGREE. DOWNTILT AND ROLL (LEFT TO RIGHT TILT) IS SK� TO BE WITH 0.1 DEGREES. IF FOR SOME REASON THIS ACCURACY CANNOT BE ACHIEVED, UPDAE AS—BUILT DRAWINGS AND EMAIL SPRINT RF ENGINEER WITH NY07XC789 AS—BUILT SETTINGS. USE 3Z RF ALIGNMENT TOOL OR EQUIVALENT TOOL. 2. 5 EQUIPMENT DEPLOYMENT CD'S ROUTE 25 & PECONIC LANE SOUTHOLD, NY 11971 IRF DATA � SHEET 1 5/29/14 CAC AD A-7 - EXISTING I-I-F-RAN/11:- %./VITI-I F113[R DI5TKI3UTIONi..30X 1 A I t Sprint RRH to Distribution Box Power Connectivity Option 2A 1 I , Alcatel-Lucent 3/10/2014 V5.0 1 1 1 E.3 : r- ;-.) - _ 1 ---: -, 0- • TT --:.• -_ _,....„_..4. , - ; C.-:-.1t,-;'-7---___,11 , i 1 im - •-tv, ILL Alpha '4:1:-----': , ,' -i• If • r- IA" 0.D. L:0115 X 3 r0 . 800 MHz IL 1 j 1 1 1-1Y5riFI_LX CAf31..U5 I Alpha 11 0 F-• - 1 2:01 1 I 1900 MHz 1 rpoir:Ntv, ,L, ,y1):Fi„fl..e ; '4, HI ME - i ri cu 101 ori ,,,, DC 6311111:11.111111102 Of! ii , .tgi, _, i I i i i vt,ftt i k 4 4.- , .. , 40 a 0 0 Q , 1 Beta I 800 MHz 1 Beta 1 1900 MHz 1 gl St ng :,;3„Wil kW"! XiStintr'SNV• Vbilfle- . , 64,11010.47ilii-arCIM , ... I 0101101111---1. '' issti t. Lr, 14 I `.1 - - 4" ., i , AN. I I 11_110111111 0 10 Mill . 1.1. ....... ' 2./ :, B 6-5-14 ISSUED FOR CONSTRUCTION A 5-29-14 ISSUED FOR REVIEW -...7-4-:71.4 -,,i"'"I*-q'- 1 -'--•-:-_------, --77. 7-?. .1.-, . ": :: ..• %-_-:.1 \ • • , 4. ii7...._;.1..._,, i Li El IA" 0.1). I-10LES X 2 FOR. Gamma . II o° 111111 ... ,,..., _ - - 1 I i i1 1 1 , 1 I , LIQUID TIGHT CONDUIT 800 MHz . . - li 11) 0 TO 1 ti, i i, cp , , 1 f ' ' °TV rid' ri t , .. . 1 • = . . .. . -1'.• ; - • TO I3T5 BOT1OM VIt'N - FibER DISTKIDUTION BOX [ iGnaommmHaz ,i -4 ° 11111111 imill.1100, dI / )1) ANTENNAS I , . It 1 " - I 011110111 "` Z1341E1,, )) ,44- p I i 1 I r\ , • , 1:4 Hill ...,.: 11 t-- \ . , , , 1.1 .8-3 DM _, I li ll , 1 1 -1AZZFriziggiaiiiMn • 9 riii 00:,.. i , 1 \ ll:4 '0 MI 2 4141 17"---*-- SPRINT SPECTRUM L. P. i 1/ 1 , • , .._ ATAttr0 - " , , HE il lc MI 1 \ I 1 . 11:0: 12 HI I) On 2 INDUSTRIAL ROAD 1 \-- PR.OPOSED I -5/8" 1-1YL3KIU CA5Lt: FR.Oivi FIR o 1 FAIRFIELD, NEW JERSEY 07004 , 1 1 EXISTING CONDUIT WITI-1 DC --1 1 1 DISTR.(DUTTON 50Y TO NEW 2.5 ANIFfNIYAS - ; I i THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND POWER AND flE3f,' L -:,' CAE3LtS 1=- I I COPYRIGTHED SPRINT SPECTRUM L.P. ANY DUPLICATION OR USE R,.01\A L- F'I-. 0•?0,5LD CONDUIT V1111-1 DC J-'0VVI. K AND f115tR MM-bib CA15I NIL I- CADLES 1--ROM NPR MT-DI-5 CADINETT I WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. i i 50 )( D _ TAII Typ _ cA 1 ' IBE DIS I R : E1 ._. 1 IO \ 0 H TO D - S IF3 ......„ I : O \ BOX POW E CO \ \ EC I IV - I DETA - 1 1 A-8 SCALE: \,T,S. A-8 SCALE: N,T,S, A i -----7F ,- ":,..',,,,, .; II 1 ''''I'Ns e•Ij s^I1I,I'I ^ , • :1'0' - I,:„ /I's N r'i,, i 1 ,, „7 eCCIVi2HR ,,,-, , ..__,, , 1 1 , . if e el v-- c,,,4 ,, C•.! t r ts1 1 rn t-, 7:- cr E ; r ., - _c _ L. , ..,.. -7 --7:5'-' -77 i I r I Z i Alpha Beta Gamma - ._ ., .... ..,--_.,...„ -_ .4.- -..„,...,-_ ,_-, --* :. -or-1III 1:1., U /. v , 1 1....4%._ki.:4 I,.1-11 7 eA,1 i,I 1.11---1 dI-III'n --‘-'--0 ' ,I I/ I I 1%.1 1 1 11 ra.v.rr MICHAEL L, BOHLINGER RE, _ I I 1 II : I } ; NY LICENSE #75700 ! 1 1 \ 7 'I-I. "'I- (IN CV 0.1 C? c•'"; <-", \ ,'' i .. _. '. , . . , ,. . . KM CONSULTING ENGINEERS, INC, C-') \. . ' , : . • , , I ' In tr,I 1 I I , , 9 FOREST LANE , c•-.1 cs,, (NJ r,i <Q C.s. r‘i rti r',1 1 1 ,0' ''',.... i . ' ° r ' 1 1. 1, 1 2.1- EWING NEW JERSEY 08628 , Gamma color code depicted. '' \ L _,, , ! 1 , L _1 L , ! ! Refer to Color Code Diagram . ...- for information on all sectors. Distribution Box Fiber Panel .r.,-- skytpet Wireless Group 9 , , v . , t-his. CC1 g in N-Type SNV BETA SNV ALPHA ! ,. 0 . ." In affiliation with Skynet Design Group Corp. Connectors i ,..) , _j ) 11 9 5! 131 71 12 161 4 8 4---- ti 1 ,----- , r- 1 205 ROUTE 46 WEST SUITE 10 II 1 I fil 111 1 I U. 1 r,-- ........-- ;.1 L ....i -1 L__ 1.- - = 2.2 Nibs TOTOWA NJ 07512 i 11 'l i ija - . - I.- 26.5 in/lbs I 12 11 , 10 9 8 7 6 5 4 3 2 1 I c i . ' ' 1 1 I ,- 1 1 1 , I ! . o < 0 721 F5 .2-- .E. r 01 CL ' 2 1 I i LLJ 1 C1721 Mini DIN Connectors 0 8 46 6. 2 1 til :7! 3rii 5 1 L........t...c...L...[.......„,... ............,...,, N_m ii.;, ,I........... , , ,sir... , 8.1 ft/lbs 97.4 in/lbs -,:i ,21 1 CI C T. Cl Cl C C 1 III irl -- ir- - L jj ji , . , , HF21 F3 i/ 24 23 , 22 21 't 2.5_2-1 ,,,- HF21 F4 / , ,HF21 F1 I H 2F 1.‘51 F; HF11 F3 20 19 , 18 17 \ r_16 15 [ i HF21 F2 2 5 1-1 HF11 F4 HF11 F1 14 13 HF11 F2 • /, , , , // ‘)/ / MPO et:ca. iiii , I / 's, Connectors-X-41_, : I--1 I_ ------\-10-r L A rv (12r__1 1 , 1 , ___ 1 i NY07XC789 , t), , , ,,,,,, , .... ,.. r, , 2 : G /...t.::. Li 25f SNV GAMMA ‘-titter 25 EQUIPMENT ,..._ MCP-1 !"-•.11..oi .4 f; I'...'I+i_ /)i?:I I DEpLoymENT cDis ,.... , , • 0 , 13,•!ta FiLlet/CPRI 2 ,4, //(''''. ''\'', :I .4. 0 ' Gamma LLI Fiber/CAPRI 3 - i 12 11 ,„ 10 9 8 7 '' 6 5 4 3 2 1 ------- CI I W Fiber/CPRI 1 C3 : ' C2 : t Cl : , r • Alpha Spare _ cal __ _.. -.__ :ALM. I 11E7: k I , 2 ! IFF ,,, ,, [ ojoi . i . id , , . _., . f_, "- .--_- 1 Beta Spare FibetiCPRI 2 f p L. _. 0 ROUTE 25 & PECONIC LANE 5 :. . 3 ) i 7 '., 2 I ' 6 , C 4 ; : 8 ; ,,, ..„ , Gamma Spare FiberiCPRI 3 , , f 2.5_3-2 t ' 2.5_2-2 , 1 2.5_1-2 ir HF31 F5 HF31 F3 HF31 F1 1 x r SOUTHOLD NY 11971 1 L I 0 1 I 1 i i r 2.5 G _14 1_3 co 1 , c . _I' ,iii ,`,_:....____ 1 1 : 1 , , • 3 1 calFr, 8 ! - 24 23 f , 22_21 11 20 19 i / . 18 17 ''s,, 16 15 1 . * ,..,.,.......:,,, o 1 ' i .2.5 . - t: ..0 , T/5 , .._ CI - / , - t . - , r _,. , FIBER PLUVI3I\G DIAGRAV 5/29/14 ,- ,. .,- . . /.• ,/ 1 - -`, 1 -- I -"Th_i ; 5 i i 7 : 2 ' [ 4 ‘: , :„,- ,. / \..../ Image depicts right sideoft fiberbulkhead. .., 1: ( I. See BTS to Distribution Box --__ __ ---. Left side connections will usesame position designations. , , RET 1 ! Fiber Connectivity CAC the e - - - --- ------ - - . , AD D 1 A _ L 0 8 I BR 4 BTS TO DISTRIBUTIO \ BOX FIBER CONNECTIVITY DETAIL 5 RRH TO DISTRIBUTIO \ BOX FIBER CON \ ECTIVITY DETAIL , A-8 SCALE: N,T.S, A-8 SCALE: N,T,S, A-8 SCALE: N,T,S, . i A-8 4 I I Second Sector Cable First Ring Ring Third Ring 1 Alpha 1GrT,Pn i f No Liu- ape No Tape I. , . . . •-,' NaNo Tape No Tape CAL MARKING NOTE: 1 illE1111 l'',1 ,-.T.P1,, ri No Tape No Tape 1 4 White No Tape No Tape • 1 MEM rt--ri I No Tape No Tape 1. ALL CABLES SHALL BE MARKED WITH 2" WIDE, UV STABILIZED, UL APPROVED TAPE. 1 6 Grey No Tape No Tape B 6-5-14 ISSUED FOR CONSTRUCTION 1 11111Fiall fThr .,:d.- No Tape No Tape 2. THE FIRST RING SHALL BE CLOSEST TO THE END OF A 5-29-14 ISSUED FOR REVIEW - THE CABLLE AND SPACED APPROXIMATELY 2" FROM 1 8 ()ranch- No Tape *..,„.., No Tape 1 THE END CONNECTOR, WEATHERPROOFING, OR BREAKOUT 2 Beta 1 G: z.-7. 7-n G rt--,c-!:-..i No Tape UNIT. THERE SHALL BE 1" SPACE BETWEEN EACH RING, o 2 2 1-2 1! 1-,:, , =11 i I,f: No Tape 3, A 2" GAP SHALL SEPARATE THE CABLE COLOR CODE , I !"(3 E'' 11 El t)k j 2 f.z, .' n ErrAin No Tape FROM THEE FREQUENCY COLOR CODE. THE 2" COLOR 2 4 White White No Tape RINGS FOR THE FREQUENCY CODE SHALL BE PLACED 2 5 1.-2..:,..! ;:.1,,...!1_1 No Tape NEXT TO EACH OTHER WITH NO SPACES. SPRINT SPECTRUM L.P. 2 6 Grey Grey No Tape 4. THE 2" COLORED TAPE(S) SHALL BE WRAPPED A 2 INDUSTRIAL ROAD FAIRFIELD, NEW JERSEY 07004 2 7 it-i I rp It:. 1;1 if--,-)1,- No Tape MINIMUM OF 3 TIMES AROUND THE INDIVIDUAL CABLES, THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND 2 8 Orange Ot , )njt:- No Tape AND THE TAPE SHALL BE KEPT IN THE SAME COPYRIGTHED SPRINT SPECTRUM L.P. ANY DUPLICATION OR USE 3 Gamma LOCATION AS MUCH AS POSSIBLE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. . , G (irel,-!!1 t ri, cril 3 1-h,., 17: 5. SITES WITH MORE THAN FOUR (4) SECTORS WILL 2.5 3 3 Bn PWn REQUIRE ADDITIONAL RINGS FOR SECTOR, FOLLOWING , 4',.'1‘..A, rO1 Br tphn FREQUENCY INDICATOR ID 3 4 White White White THE PATTERN. HIGH CAPACITY SITES WILL USE THE .1' (,,,e-j-1,_L L3 0;';-,'/\:;•., 2500 -1 YEL WHT SECOND CABLE IDENTIFIED BY BLUE BANDS OF TAPE. C.7, 7z, r1 3 MI= 2500 -2 Y EL WHT ';, i I 3 6 Grey Grey , Grey 6. HYBRID FIBER CABLE SHALL BE SECTOR IDENTIFIED 2500 -3 YEL Millillil BRN . INSIDE THE CABINET ON FREQUENCY BUNDLES, ON THE 3 um= , t-i,., f '' di , , r': II `IL i Pi tr : Ili.; 2500 -4 vill WHT B11.) . SEALTITE, ON THE MAIN LINE UPON EXIT OF SEALTITE, ,,, 2500 -5 vFt WHT SLT 3 8 Or letrif.-- ., ( i ,.., ,.. .. Orancle i Oi ,--irlf if- AND BEFORE AND AFTER THE BREAKOUT UNIT -,,,'.:-. _. . --..-., - "7 , ,,;----...,'" 2500 -6 VEL WI-IT ORG . (MEDUSA), AS WELL AS BEFORE AND AFTER ANY , ic,,,00 c:-!.:-..,„,, ii., , , ENTRANCE OR EXIT. 2500 -7 \/Ft W HT WHT / \ , "1.6 i' --eri-' ft -I !—11— \\// 2500 -8 vEL WHT PPL / r . ma Ann. ours 'I \ 7. HFC "MAIN TRUNK" WILL NOT BE MARKED WITH THE / ; —r—, I 1 — — FREQUENCY CODES, AS IT CONTAINS ALL FREQUENCIES. MICHAEL L. BOHLINGER P.E. „..., ,, .- ---..., , :: NrI.,-- / NY LICENSE #75700 \ _, . ‘..."--1Y-1- -1' / / / 8, INDIVIDUAL POWER PAIRS AND FIBER BUNDLES SHALL \.,, ,, ,, /KM CONSULTING ENGINEERS, INC, NV 7),c, Pc-J/yr::: --- , el \ ,,,, 5,-_,-__,,,,,, #,,-'_ ,:.-Aa_1.- #2 \ \i ----- C.; N..(:)1,t)(1;`:' BE LABELED WITH BOTH THE CABLE AND FREQUENCY. ,,, 1-,,, '. 9 FOREST LANE FREQUENCY INDICATOR ID ill \ \ , IN,In..---_-,,,,,--,..--,,--, 1,___-1--,..1 . EWING NEW JERSEY 08628 800- 1 YEL \ 1900-1 YEL \- 1- 5`-i7, , V Skirtilet Wireless Group t-A-..,,, • 1900-2 YEL BR.N - "-- i--`1".. .1•") CADLr.: In affiliation with Skynet Design Group Corp. 1900-3 YEL BLU ----- `--.Fii_TOK. #2 LA'....1_- #2 205 ROUTE 46 WEST SUITE 10 1900-4 YEL SLT 'DC PC.Y.:V.-•-!,. ---.-( .:Jr ::"... r bir--', TOTOWA, NJ 07512 , 800- 1 YEI ()RC i „........00/ site...in.:it 3.Ka RESERVED -----YEi WHT v Plaem 'PC7C”) RESERVED YEL pi- 'XX> SK. .31,U°, NY07XC789 .. dliT-- 1 ,A,...-...---..-.,,,-,...,......,.. ,., ...„,... LU__ -j _ Evample — Sector 2, Calle 2, BOOM/17_ Radio #1 2. 5 EQUIPMENT . DEPLOYMENT CD'S li ,:,..idi. IROUTE 25 & PECONIC LANE ', ....___. g ......j_t___„, i SOUTHOLD, NY 11971 Et,arn pl:,. — F-lr-c t or :3, 0r.ile 1 , 19001 ri rc P 3 C110 #1 CABLE COLOR CODING ii 1 T, F - 5/29/14 - i.._ r--- 1-Sk-lijilorrE - Example — Sector 1 . 1-_,able LI, 800 rnh Radio #1 nci 190rrrirz Radio #1 CAC AD 1) COLOR CODI \ G CHARTS A-9 SCALE: N,T.S, A-9 i 1 , SA-3L= -YPE ILn e, sIce {a';,.�` U ..',' #i * ?C #18 I ?? A.V. _ (.1_r F . L•, Voila 7e CT') • CONDUCTOR, (. 2) 1 .tt,.,... „ar.K.e.. rye � '1,t--` \ �:- y f-, r�'; ,'= ( U t _ she dila ceip4ated t cp _I \ , [ ,r• N-D I_l i_ r_1 r�, t x uMax '' s e ,- ��P'' - :�,-I J� I f c._', ,� , p '` ' r•4lx phi•, ra,i n"u (air-WI C' �I �I �� N D-ar Ila RFS ANTENNA APXVTM14-C-120 N (0 0 1 R percri-J he rar ` — 4 " F= I � ,(11: CO DIMENSIONS, HxWxD: (55,1"x11,8"x5,9") 0 . D.7. culitctor 1.1 : ,crr �, ;.n.e tct,r,rlrcD� ;. a 4.1 �20�',gC WEIGHTWITHOUT PRE MOUNTED BRACKETS: 52.9 Ib5 0, 0 t� _ Color Code B! rk!R?d ' �— t'.II'�' 0 , %�i)=;.� ;ala-•,lccn.i-.,r�o-Mater-al L-r'rr I CONNECTOR: (9) XX"MINI-DIN FEMALE/BOTTOM E 6-5-14 ISSUED FOR CONSTRUCTION • xh3~rl canductcr �, i' � 1`i A 5-29-14 ISSUED FOR REVIEW Max '�c renrsiance (chi-?11 CCJttt 5.7 (;.^.lor Code TBD Moo ` , : ,,...W.."_..,�,. a -. tt Fit; C;;171+;� Sr.1 i '.1 ^) C+, I ! KC;'= _ f 1t= O�'� Otte- Diameter eter i•Irll I`tiorl�•lal 1 2 NIC) [:1 v'f'�,'��t N.' r_0 `�l_.AL 'Lh....01.7t't r,iblt`I 1 I,_' 7,; ::'r t�Lrld I[_i .US ;.r : .1 s' to),,,,,,, , _ i [ nii , He ETI Tens! Stren:ltl i 01,:r ?^a . CruskoReslstan;;e, FC?TF= 41 �.r..r,r•:; • SPRINT SPECTRUM Ste--,::!..-, Member No Gaerat rq Te 7lpL Stu-w Ra,c& , c.x :I ec C = 2 INDUSTRIAL ROAD • FAIRFIELD NEW JERSEY 07004 0:,2ra.r•r) Te ne- u ria' e Range .;: 101 +$'t deg C THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND F t er 1; ! old C 'V°Jaler 0eak SIii i e M rde COPYRIGTHED SPRINT SPECTRUM L.P. ANY DUPLICATION OR USE LooTib WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. ITJ-Rec. C 652 D 565 A2 =-t••e r S1and=?rc`Cc ll,!ia-Ice IEC-53;%:',:?.--2.6C E; I you 3 . 3.? _,.,,_. G ALL-3 F ter Coaling Dra•rieter 0..rr, 242 r l C.C•Cr 1,rr1 C 9 t1 0.3J5rwrr `;roti "'' 40 t F t er Count 24 • r:: Ns u u LI LI F1ur tte`r r fine'sui�u lets 1 fiat, • F Car co,,.nt e-5.:-?-., units 24 ` c. F br�r ew:.nt j C.K ;5 Rjacket 5.9" \\ i' .. 7A.Ai fi.:X nth—Amain-1 121.0 nm .,ch6:n't I.c.,ns the n egiin'0 5 Vex. Mtenualio 1 ..":5,-.Inm ck+k r1.i Less tran e ;aa'•:.1 5 , I HYBRID CABLE CROSS SECTION & DATA 2 2,5 ANTENNA DETAIL MICHAEL L, 30HLINGER P.E. A-10 SCALE: N.T.S. A-10 SCALE: N.T.S. ' NY LICENSE #75700 k .KM CONSULTING ENGINEERS, INC. '4 9 FOREST LANE NEW 3 O.D. PIPE MOUNT -SWING NEW JERSEY 08628 r! 1 k yne Wireless Group _7PROPOSED ANTENNA In affiliation with Skynet Design Group Corp. MOUNTING BRACKET 205 ROUTE 46 WEST SUITE 10 7.5" (TYP) TOTOWA, NJ 07512 PROPOSED SPRINT 2.5 ANTENNA & RRH ON PROPOSED 1/2" JUMPERS (8 EXISTING 3" SCH. 40 PIPE TOTAL) AND (1) NEW RET SK- H. • .: '-' ] MOUNT ,,- CABLE BETWEEN RRH AND rf _h �.. ,. F �xr. 5.,•. ,.. .:.. ANTENNA (TYP AT ALL - CABLE LENGTHS SECTORS) N107XC789 SECTOR DESCRIPTION QTY DIMENSIONS PROPOSED BREAKOUTK � � �ti - ... :� � ; ,. •. ,.. 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T [ VA]ION EQUIPMENT DETAILS 1"..]:'"7 1 FVA.ric)N • m,A,x•rv....,vi 2500 : 7)F.... i 5/29/14 ,.....,, . .....„....-- CAC 3 EXISTI \ G 13I3U CABINET CD EXISTING N/ MBS CABINET AD . A-11 SCALE: N.T.S. A-11 SCALE: N.T.S. A. 1 I.. . • Environmental Data ETS 300 019-2-3, class 3.2 Vccli nica Data -5° C to +65° C 2U: 88.1 (2U) x 482.6 x 300 • +8% to +100% 4U: 166.2 (4U) x 482.6 x 300 • Modem Unit (CEM): Main call processing engine, base band0.03 g/m3 to 36 g/m3 , transmit/receive digital signal processing. A 2U unit supports one to 2U: 3.5 x 19 x 11.8 - three CEMs, where a 4U unit can supports up to six CEMs. Compliant with ETS 300 019-1-3, class 3M5 6 6-5-14 ISSUED FOR CONSTRUCTION ..-._ 4U: 7 x 19 x 11.$ _ .__..__.._.__. A 5-29-14 ISSUED FOR REVIEW - Controller Unit (CCM): Controls OAM management, transport, IP2 (can be integrated in a IP55 outdoor "` ^�~ '"-"�--- external internal alarm connectivityand external synchronization - 10-13kgs dependent upon configuration I 0 -- Alts / Y enclosure with Power supply unit and battery n. , ' ` �`` reference interfaces. 4U unit can host up to 2 CCM. backup) �` - dependent uponconfiguration 22 28 lbs d n nt o = -„ -7 Fan Fan unit ft-rt ► -. -_ ,- nc'. lac /Ca a city Compliant with ISO 7779 Acoustic 0 ° ,,' 5 -----.:- e' :u , ,e 777 , � - . e . :, •I .r.- =`7""t. ' ' i WCDMAEI/Tl: up to 8 PCM ports (120 Data ELI ��' ::" ..- - .- _ - _._ ohms, 100ohms or 75 ohms via an externallcct is I Data adapter) _ i Figure 2 -Alcatel-Lucent eCCM2 used for LTE application Fast Ethernet : 1 port for Iub and 1 port for -48V DC or + 24V DC local O&M 250W typical for 1 modem configuration, , SPRINT SPECTRUM L.P. Gigabit Ethernet: 2 ports 470W for 3 modems (LTE) • RBP (user Rack Back Plane): supports all internal links between the CCM- 2 INDUSTRIAL ROAD ) PP Protocols •: ATM, IP, Hybrid Iub FAIRFIELD, NEW JERSEY 07004 er ":. U(s) and CEM-U(s) modules; and LTE eCCM2: Gigabit Ethernet ports THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND.e ' �$ A ���: ',- .. RUC (Rack User Commissioning): fan unit commissioning of non-volatile (Electrical or Optical) COPYRIGTHED SPRINT SPECTRUM L.P. ANY DUPLICATION OR USE * ` M`4 + . ' ..1,,# ~44 d : .:.. •: memories, and fan alarms. 1S with ETSI EN 300 386 & 47 CFREXPRESS TT CONSENT STRICTLY PROHIBITED. CompliantWITHOUT X RESS WRI EN CO SE ISPR D .� . '* .;„-, -,- ., •. : ,: WCDMA: BBU will support up to 1536 users , • Part ! * 4 I., ,4 The BBU can be deploy with distributed Remote Radio solutions, 3G & LTE, • A - with 4U (768 with 2U) e ui ed with eCEM-u 6 .. ,,, ,,, , #*•;. to minimize feeder loss: q P Europe : Compliant with EN 60950-1 -1`,-,:;* . `°' .. ' , . , Others : Com Compliant with UL 60950-1 & t, .:--7,...,„.„„ RRH in WCDMA mode with single or double Transmit capability, MIMO LTE eCCM2: Support of 5000 users I p 2x2 with 2Rx diversity. dependent upon traffic model 22 - ' .., ' RRH in LTE mode with double Transmit capability, MIMO 2x2 with 2Rx WCDMA: up to 450 Mbps aggregated CE Mark &CSA/UL Mark CL`,^`i''` ,;�,\II:`,,' :; or 4Rx diversity „ , .1 UL/DLthroughput E European EMC directive 89/336/EEC and ;”-.' ; throu h ut � ��"�� `'j' �`>; �a°. Ready for RRH in LTE mode with 4 Transmit capability, MIMO 4x4 LTE eCCM2: 1.1GBps of S1 traffic on the new European EMC Directive 2004/108/EC. po H t ft . Deployment of the RRH in tower top or remote from antenna controller (up to 1.8GBps HW ready) ;, ,1>,,'':, v<< P' The 9926 BBU enables wireless operators to deploy a W-CDMA or LTE LTE bCEM supports up to 450 Mbps (peak1,,,,:-c,F N ,:>>`` ..' , • Feeder/antenna sharing capable with legacy Macro BTSsi.,"ti .... r, .; network with a zero footprint product as it can be integrated in any cabinet • ` HR t,F L1 20MHz 2x2 MIMO, 150Mbps x 3 sectors) ,° c,FFsr,,, where a 2U/4U and 19" slot is available, allowing operators to reduce their Support for TMA/TTLNA Total Cost of Ownership (TCO). Distributed installations can provide an Each modem will support: economic and aesthetic way to deploy wide coverage and capacity in urban The same BBU enclosure is used for CDMA, W-CDMA or LTE FDD/TDD areas, while avoiding traditional large macrocellular equipment. AC and DC deployments. WCDMA: 6sector-carriers power options are available, and an external battery backup. LTE: Up to 3 sectors of 20MHz per modem with 1.4, 3, 5, 10, 15 & 20MHz bandwidth Figure 1 —Architecture BBU wall mounted with RRH , .. - . supported ---" "'--•..-' --' ' '� �- - The 9926 BBU can be deployed in both Greenfield, standalone networks inMICHAEL L. BOHLINGER P.E.WCDMA: up to 6 CPRI rate 4 links new spectrum bands as well as offering a smooth evolution path for i NY LICENSE #75700 -� -�- -� currently deployed GSM, WCDMA/HSPA and CDMA/EV-DO networks. LTE eCCM2: 9 x CPRI Rate 5 links (or, 6 x ; rate 7 as option) KM CONSULTING ENGINEERS, INC. 9 FOREST LANE The 9926 BBU offers numerous deployment options, the most typical being :171; ; EWING, NEW JERSEY 08628 µ In a legacy cabinet (GSM, WCDMA, CDMA) -- -. °-. , In a 19 inch rack or other enclosure such as the Alcatel-Lucent .c:.' '.„ Skirne1.--- Wireless Group LightRadio cabinet W...1..../. Pole and wall mounted in a distributed architecture with RRHs near the j - - In affiliation with Skynet Design Group Corp. antennae (refer to Error! Reference source not found.) 205 ROUTE 46 WEST SUITE 10 As an integral component connected to Macro RF modules TOTOWA NJ 07512 a a - , In an outdoor Power Supply Unit cabinet housing RRHs and additional battery backup Thus it enables operators to deploy a true zero-footprint product as it can be1 S K- integrated in any cabinet where a 2U and 19" slot is available. This allows Operators can use the 9926 BBU to maximize revenue by providing operators to minimize their Total Cost of Ownership (TCO), to overcome site increased coverage, and sufficient capacity is available to cover increasing constraints and, to introduce LTE with best time-to-market. volumes of lucrative data traffic. Capacity growth is carried out by adding NY07XC789 RF Units and adding Channel cards (up to a maximum of 3 for 2U units, and 6 for 4U units). This solution can be easily deployed to cover hotspots. . -_ i 2 , 5 EQUIPMENT The 9926 BBU includes the upgraded controller board and the baseband I processing boards (modems). 9926 BBU is available in 2 form factor: very DEPI_OYMENT C compact 2U (88mm) unit, or high capacity 4U (166mm) unit. In addition, the . 9926 BBU supports up to 9 CPRI optical fiber connections, which allows up to 9 radio modules (9 sectors) to be directly connected in start mode or up j to 9 remote radio modules per fiber with daisy chain mode. AboutAlcatel-Lucent ROUTE 25 & PECONIC LANE SOUTHOLD NY 11971 The Digital 2U or 4U unit consists of four types of hardware boards: Alcatel-Lucent(Euronext Paris and NYSE: ALU) provides solutions that enable service providers, enterprises and governments worldwide,to deliver voice, data and video communication services to end-users. As a leader in fixed, mobile and converged broadband networking, IP technologies, applications, and services,Alcatel-Lucent offers the end-to-end solutions that enable compelling communications services for people at home, at work and on the move. For a - . 11101'e information,,visit Alcatel-Lucent on the Internet: http:/Jwww. 'lent l-lu( nt,crom. Copyright Ccs 2013 by Alcatel-Lucent.All Rights Reserved. September, 2010 ' CACI \ ET DETAILS Alcatel • Lucent ° t„:,,t„:,, Alcatel • Lucent 0 -� _ 5/29/14 CAC 1 PROPOSED 9929 VT- BTS OUTDOOR CABI \ ET AD A-9 SCALE: \1,T,S, A- 12 1 INSTALL SPRINT 2.5 RRU UNIT (TYP 1 PER SECTOR) INSTALL NEW 1-1/4" HYBRIFLEX CABLE FROM FIBER DISTRIBUTION BOX TO NEW 2.5 ANTENNAS ROUTE ALONG EXISTING CABLING PROVIDE NEW GROUND CONNECTION FROM 2.5 RRU & ANTENNA TO EXISTING INSTALL SPRINT 2.5 SECTOR GROUND BAR (TYP ANTENNA OF 2 PER SECTOR) (TYP 1 PER SECTOR) 1 li, ; B 6-5-14 ISSUED FOR CONSTRUCTION ,....A,.//4 4 ����` A 5-29-1 1 11/1";1111 4 ISSUED FOR REVIEW ///////////////////// / EXISTING / RADIOS (BY ), 5 EXISTING SPRINT A.,,c , OTHERS) 73 Fil rit/P- fok. / / SECTOR GROUND BAR EXISTING SPRINT 200A TO BE UTILIZED (TYP) PPC POWER ENCLOSURE / ,,..... SPRINT SP C.-� SPECTRUM L.P. / EXISTING SPRINT ` 2 INDUSTRIAL ROAD / FAIRFIELD, NEW JERSEY 07004 / ANTENNA (TYP 1 PER THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND / / SECTOR) COPYRIGTHED SPRINT SPECTRUM L.P. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. EXISTING / / RADIOS (BY / EXISTING SPRINT / OTHERS TOWER MOUNT / / EXISTING 2/ PRINT 1 :-,y GROUND NEW SPRINT EQUIPMENT EQUIPMENT CABINETS ,/ ,— F'0,,; a INSIDE EXISTING CABINETS TO �}i. \L' �. / MOUNTED IN BASEMENT t:, f "' EXISTING INTERNAL CABINET fi.-_ 1 'z GROUND BARS / / TYPICAL ANTENNA GROUNDING nETAIL i `- .� k ,,;��^�/ (2) SCALE: N.T.S. ', <<, -:,„;--/'‘'',i1 EXISTING TELCO BACKBOARD / EXISTING EXISTING BATTERY BTS / EXISTING a`�`�z����,������?` / EXISTING CABINET CABINET POLICE /� W �'�y EXISTING (3) 1-1/4" POLICE — STORAGE & / HYBRIFLEX CABLES TO STORAGE / REMAIN / J DESK ✓ / / / MICHAEL L. BOHLINGER P.E. PROPOSED 1 1-1/4" HYBRIFLEX / GROUNDING NOTES: NY LICENSE #75700 O / KM CONSULTING ENGINEERS INC. CABLE TO BE ROUTED WITH - " . EXISTING CABLES IN EXISTING EXISTING / 1 >, 9 FOREST LANE ��.._ EWING NEW JERSEY 08628 SPRINT UNDERGROUND CONDUIT / POLICE 1, CONTRACTOR TO ENSURE PROPER SEQUENCING OF GROUNDING AND UNDERGROUNDL _ .W , , RADIO CONDUIT INSTALLATION TO PREVENT ANY LOSS OF CONTINUITY IN THE I , GROUNDING SYSTEM AND/OR DAMAGE TO THE CONDUIT. _. ifnt Illrels Group /////// / //// . !/.` _ 2, ALL EXTERIOR GROUND CONDUCTORS SHALL BE #2 AWG SOLID TINNED COPPER 64, UNLESS NOTED OTHERWISE. In affiliation with Skynet Design Group Corp. 3, ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC (CADWELD). 205 ROUTE 46 WEST SUITE 10 INSTALL (1) NEW 2" RIGID CONDUIT 4, ALL GROUND CONNECTIONS ABOVE GRADE AND/OR INTERIOR SHALL BE TOTOWA, NJ 07512 ' FOR POWER AND FIBER EXISTING COAX EXISTING SPRINT EXISTING NV CONDUIT COMPRESSION TYPE, TWO-HOLE LUGS OR DOUBLE-CRIMP "C" TAPS. PORT JUNCTION BOX 5. CONTACT AREAS WHERE CONNECTIONS ARE MADE SHALL BE PREPARED TO A • BARE BRIGHT FINISH AND COATED WITH AN ANTI-OXIDATION MATERIAL BEFORE 5K- CONNECTIONS ARE MADE. . .. . � 6. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED EQUIPMENT UTILITY & GROUNDING PLAN 5 OHMS. NY07XC789 qt 7. WHERE GROUNDING CONNECTIONS ARE MADE TO PAINTED METAL SURFACES, SCALE' N.T.S. PAINT SHALL BE REMOVED TO BEAR METAL TO ENSURE PROPER CONTACT AND O ,', RESTORED/PAINTED TO ORIGINAL FINISH. NH 8, GROUND DEPTH SHALL BE 30" MINIMUM BELOW FINISHED GRADE, OR 6" BELOW 2 . 5 EQUIPMENT FROST LINE, WHICHEVER IS GREATAER. nPLOYMNT CD'S ROUTE 25 & PECONIC LANE LEGEND: SOUTHOLD, NY 11971 I - - EXISTING GROUND CABLE - - PROPOSED GROUND CABLE EQUIPIVE \T UTILITY & MECHANICAL CONNECTION GROUNDING PLAN 5/29/14 fl EXOTHREMIC CONNECTION ».J MfYF#moi -. Y'#9 IW9. Y'Ni1,IM irJIJi1111Y➢Ifrk E E PROPOSED ELECTRIC _ __ CAC AD E- 1 • /- A'7-., !_'..,I-I TAB . (:)-:', ti.c. 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AC PA\ El_ SCHEDULE , 1 4 WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. . . SCALE: N,T,S. E-3 - SCALE: N T S i .., i i ..,;„--!;',r',---7i:- :::;,,, ,- c, ‘,..,--.)\-- NL i•,,,`-;-. „ JR., ,:.> 1 iv .. ..,..,-,, a P,Crl, " • 11 4•A . . Z c.,.,,,,--r`k Y. ....p, .,::1 I-at.F1 SC'(t Of !LA.:, Seidcr(-qv llyht ifleX t.:Ibt.t! . .. '''''' ',' : I far',Hex cabli., tianiitvi, ,/..,, fonow!..: AI PHA I IFii [ L 1A - III )1 GAMMA- HI31 . /- \ . . .F .-7(.:,‘e IfAr\D ( • ,::•,0(-).e:-,,,00) 1 'RADIO 'i'..!m5:--F; -••'. V. i I.:: •• :I i - ". .1 ),•, ,, 1 'I , , I \ - 'Y'''.71'1', 2004 1,// Mt IT r.t,'IlDIL_-_CON N ...C.:It \ Al '1 f/%,. I-',1 I I%., =-,,:',.•P'.', %!i f''''.," : :r 1.'' '.:-;',.%,1 LC- ; ,- TY1c-1.,TINC., 21:DOA NI.3 A...L Nr-vv -•-' --=, IL r. . MICHAEL L. 13OHLINGER P.E. 1-1Y12'...K D 5 r'L 11 CCI_ K COD': TO FY, .\ ' C,TNEP„A.TO P. EQL:1.-tM,E1\71 Atljt ;\ A El) F(Th. ,,,-----",,, NY LICENSE #75700 R'si-c- 1'1'-':-. _It.1- IN I,\ ...I7 TIT' -, 1 2 '. 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Mir SCALE: N,T,S. . 1 E-3 , . .. , . .z d SECTION 01 100 — SCOPE OF WORK: SECTION 01 300 — CELL SITE CONSTRUCTION THE WORK: ANTENNA INSTALLATION: SHALL COMPLY WITH ALL APPLICABLE ADOPTED CODES, AND PORTIONS THEREOF, NOTICE TO PROCEED (N.T.P.): THE CONTRACTOR SHALL ASSEMBLE ALL ANTENNAS ONSITE IN ACCORDANCE WITH NO WORK SHALL COMMENCE PRIOR TO COMPANY'S WRITTEN NOTICE TO PROCEED AND THE INSTRUCTIONS SUPPLIED BY THE MANUFACTURER, ANTENNA HEIGHT, AZIMUTH, AND FEED ORIENTATION INFORMATION SHALL BE DESIGNATED ON THE CONSTRUCTION PRECEDENCE: THE ISSUANCE OF WORK ORDER. DRAWINGS, SHOULD CONFLICTS OCCUR BETWEEN THE STANDARD CONSTRUCTION SPECIFICATIONS SITE CLEANLINESS: FOR WIRELESS SITES INCLUDING THE STANDARD CONSTRUCTION DETAILS FOR CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, A. THE CONTRACTOR SHALL POSITION THE ANTENNA ON THE PIPE MOUNTS SO THAT THE BOTTOM STRUT IS LEVEL. THE PIPE MOUNTS SHALL BE PLUMB TO WIRELESS SITES AND THE CONSTRUCTION DRAWINGS, INFORMATION ON THE DEBRIS AND TRASH. AT THE COMPLETION OF THE WORK, CONTRACTOR SHALL REMOVE WITHIN 1 DEGREE. CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE, FROM THE SITE ALL REMAINING RUBBISH, IMPLEMENTS, TEMPORARY FACILITIES, AND SURPLUS MATERIALS, B. ANTENNA MOUNTING REQUIREMENTS: PROVIDE ANTENNA MOUNTING HARDWARE SITE FAMILIARITY: AS INDICATED ON THE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING HYBRID CABLE INSTALLATION: THE CONTRACTOR SHALL ROUTE, TEST, AND INSTALL ALL CABLES AS B 6-5-14 ISSUED FOR CONSTRUCTION A. WITH CONSTRUCTION, SECTION 01 400 — SUBMITTALS & TESTS INDICATED ON THE CONSTRUCTION AND IN ACCORDANCE WITH THE A 5-29-14 ISSUED FOR REVIEW ON-SITE SUPERVISION: ALTERNATES; MANUFACTURERS RECOMMENDATIONS, A THE CONTRACTOR SHAL SUPERVISE AND DIRECT THE WORK AND SHAL BE AT THE COMPANY'S REQUEST, ANY ALTERNATIVES TO THE METERIALS OR METHODS SPECIFIED SHALL BE SUBMITTED TO SPRINT'S CONSTRUCTION MANAGER FOR B. THE INSTALLED RADIUS OF THE CABLES SHALL NOT BE LESS THAT THE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND APPROVAL. SPRINT WILL REVIEW AND APPROVE ONLY THOSE REQUESTS MADE IN MANUFACTURER'S SPECIFICATIONS FOR BENDING RADIUS, 0 r )121) PROCEDURES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. WRITING. NO VERBAL APPROVALS WIL BE CONSIDERED. C. EXTREME CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE CABLES DURING Jr5 DRAWINGS, SPECIFICATIONS AND DETAILS REQUIRED AT JOBSITE: TESTS AND INSPECTIONS: HANDLING AND INSTALLATION. THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A FULL SET OF THE A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION TESTS, 1. FASTENING MAIN HYBRID CABLES: ALL CABLES SHALL BE INSTALLED CONSTRUCTION DRAWINGS AT THE JOB SITE FROM MOBILIZATION THROUGH INSPECTIONS AND PROJECT DOCUMENTATION. INSIDE MONOPOLE WITH CABLE SUPPORT GRIPS AS REQUIRED BY THE SPRINT SPECTRUM L.P. CONSTRUCTION COMPLETION. MANUFACTURER. 2 INDUSTRIAL ROAD B. CONTRACTOR SHALL ACCOMPLISH TESTING INCLUDING BUT NOT LIMITED TO THE A. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. PROVIDE ALL MATERIALS FOLLOWING: 2. FASTENING INDIVIDUAL FIBER AND DC CABLES ABOVE BREAKOUT FAIRFIELD, NEW JERSEY 07004 THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND AND LABOR AS REQUIRED TO PROVIDE A COMPLETE AND FUNCTIONING SYSTEM. ENCLOSURE (MEDUSA), WITHIN THE MMES CABINET AND ANY INTERMEDIATE ; COPYRIGTHED SPRINT SPECTRUM L.P. ANY DUPLICATION OR USE 1. COAXIAL CABLE SWEEPS AND FIBER TESTS PER TS-0200 (CURRENT DISTRIBUTION BOXES: 1 WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, VERSION) ANTENNA LINE ACCEPTANCE STANDARDS. . ._ - .amu.. AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. 2. AGL, AZIMUTH AND DOWNTILT PROVIDE AN AUTOMATED REPORT UPLOADED a. FIBER SUPPORT FIBER BUNDLES USING 1/2" VELCRO STRAPS OF THE B, CONTRACTOR SHALL NOTIFY SPRINT CONSTRUCTION MANAGER OF ANY TO SITERRA USING A COMMERCIAL MADE FOR THE PURPOSE ELECTRONIC REQUIRED LENGTH AT 18" O.C. STRAPS SHALL BE UV, OIL AND WATER VARIATIONS PRIOR TO PROCEEDING WITH THE WORK. DIMENSIONS SHOWN ARE ANTENNA ALIGNMENT TOOL (AAT) INSTALLED AZIMUTH, CENTERLINE AND RESISTANT AND SUITABLE FOR INDUSTRIAL INSTALLATIONS AS TO FINISH SURFACES UNLESS NOTED OTHERWISE. MODIFICATIONS MAY BE DOWNTILT MUST CONFORM WITH RF CONFIGURATION DATA. MANUFACTURED BY TEXTOL OR APPROBED EQUAL. �„. �: }� REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL CORRECTIONS TO � s '',, ANY WORK INDENTIFIED AS UNACCEPTABLE IN SITE INSPECTION b, DC SUPPORT DC BUNDLES WITH ZIP TIES OF THE ADEQUATE LENGTH. ,r,,, ,. .„,,,.„,„� �� ��`�' ' SHALL BE INCLUDED AS PART OF THE WORK. ACTIVITIES AND/OR AS A RESULT OF TESTING ZIP TIES TO BE UV STABILIZED, BLACK NYLON, WITH TENSILE ' x-' R" 4. ALL TESTING REQUIRED BY APPLICABLE INSTALLATION MOPS, STRENGTH AT 12,000 PSI AS MANUFACTURED BY NELCO PRODUCTS OR _f)t C. MARK THE FIELD SET OF DRAWINGS IN RED, DOCUMENTING ANY CHANGES FROM �t''t THE CONSTRUCTION DOCUMENTS. EQUAL, ������� ,° a C. REQUIRED CLOSEOUT DOCUMENTATION INCLUDES, BUT IS NOT LIMITED TO THE 3. FASTENING JUMPERS, SECURE JUMPERS TO THE SIDE ARMS OR HEAD . _. ;:;,tk` FOLLOWING FRAMES USING STAINLESS STEEL TIE WRAPS OR STAINLESS STEEL `' ' ` " ' � Y,.. 1.s•, �„`"e'.....„„r'*nr" ,.,. £> METHODS OF PROCEDURE (MOPS) FOR CONSTRUCTION: `�F, ,� BUTTERFLY CLIPS. 7Axv CONTRACTOR SHALL PERFORM WORK AS DESCRIBED IN: =y 1. AZIMUTH, DOWNTILT, AGL FROM SUNSIGHT INSTRUMENTS - ANTENNALIGN 4. CABLE INSTALLATION: ALIGNMENT TOOL (AAT), A. COAX COLOR CODING SWEEPS AND FIBER TESTING TS-0200 AND EL-05 2, SWEEP AND FIBER TESTS. B. CABLE LABELING EN-2012-00 3. SCALABLE BARCODE PHOTOGRAPHS OF TOWER TOP AND INACCESSIBLE a INSPECT CABLE PRIOR TO USE FOR SHIPPING DAMAGE, NOTIFY THE CONSTRUCTION MANAGER. ' C. APPLICABLE INSTALLATION MOPS IDENTIFIED ELSEWHERE IN THE CONTRACT SERIALIZED EQUIOPMENT. MICHAELaL. BOHLINGER P.E, DOCUMENTS 4, ALL AVAILABLE JURISDICTIONAL PERMIT AND OCCUPANCY INFORMATION. b. CABLE ROUTING: CABLE INSTALLATION SHALL BE PLANNED TO ENSURE NY LICENSE #75700 5, PDF SCAN OF RELINES PRODUCED IN FIELD, THAT THE LINES WILL BE PROPERLY ROUTED IN THE CABLE ENVELOPE , =-=_ = °_ _ 6. A PDF SCAN OF REDLINE MARK-UPS SUITABLE FOR USE IN ELETRONIC INDICATED ON THE DRAWINGS. AVOID TWISTING AND CROSSOVERS, CONSULTING ENGINEERS, INC. SECTION 01 200 — COMPANY FURNISHED MATERIAL AND EQUIPMENT: AS-BUILT DRAWING PRODUCTION. 9 FOREST LANE ' 7. LIEN WAIVERS. c. HOIST CABLE USING PROPER HOISTING GRIPS, DO NOT EXCEED - /KM EWING NEW JERSEY 08628 8. FINAL PAYMENT APPLICATION. MANUFACTURER'S RECOMMENDED MAZIMUM BEND RADIUS. 9. REQUIRED FINAL CONSTRUCTION PHOTOS. - A. COMPANY FURNISHED MATERIAL AND IS IDENTIFIED ON THE RF DATA SHEET IN .- 10. CONSTRUCTION AND COMMISSIONING CHECKLIST COMPLETE WITH NO r THE CONSTRUUCTION DRAWINGS 5. GROUNDING OF TRANSMISSION LINES: ALL TRANSMISSION LINES SHALL BE %.► :-�' f Wireless Group B. CONTRACTOR IS RESPONSIBLE FOR SPRINT PROVIDED MATERIAL AND EQUIPMENT DEFICIENT ITEMS, GROUNDED AS INDICATED ON DRAWINGS. 11. APPLICABLE POST NTP TASKS INCLUDING DOCUMENT UPLOADS COMPLETED In affiliation with Skynet Design Group Corp. TO ENSURE IT IS PROTECTED AND HANDLED PROPERLY THROUGHOUT THE IN SITERRA (SPRINTS DOCUMENTS REPOSITORY OF RECORD) 205 ROUTE 46 WEST SUITE 10 CONSTRUCTION DURATION, 12. CLOSEOUT PHOTOGRAPHS AND CLOSEOUT CHECKLIST, SPRINT WILL 6. HYBRID CABLE COLOR CODING: ALL COLOR CODING SHALL BE AS C. CONTRACTOR IS RESPONSIBLE FOR RECEIPT OF SPRINT FURNISHED EQUIPMENT PROVIDE SEPARATE GUIDANCE, REQUIRED IN TS 0200 (CURRENT VERSION), TOTOWA, NJ 07512 AT CELL SITE OR CONTRACTORS LOCATION. CONTRACTOR TO COMPLETE 7, HYBRID CABLE LABELING: INDIVIDUAL HYBRID AND DC BUNDLES SHALL BE SHIPPING AND RECEIPT DOCUMENTATION IN ACCORDANCE WITH COMPANY LABELED ALPHA-NUMERICALLY ACCORDING TO SPRINT CELL SITE PRACTICE. ' SK- ENGINEERING NOTICE-EN 2012-001, REV 1 SECTION 11 700 — ANTENNA ASSEMBLY, REMOTE RADIO UNITS AND WEATHERPROOFING EXTERIOR CONNECTORS AND HYBRID CABLE GROUND KITS: CABLE INSTALLATION A. ALL FIBER & COAXIAL CONNECTORS AND GROUND KITS SHALL BE NY07XC789 SUMMARY: WEATHERPROOFED, THIS SECTION SPECIFIES INSTALLATION OF ANTENNAS, RRU'S AND CABLE EQUIPMENT, N •- .N " . . - .,�- .-- - INSTALLATION, AND TESTING OF COAXIAL FIBER CABLE. B. WEATHERPROOFED USING ONE OF THE FOLLOWING METHODS. ALL INSTALLATIONS MUST BE DONE IN ACCORDANCE WITH THE MANUFACTURERS 2 . 5 EQUIPMENT RECOMMENDATIONS AND INDUSTRY BEST PRACTICES. ANTENNAS AND RRH'S: DEPLOYMENT CD'S THE NUMBER AND TYPE OF ANTENNAS AND RRH'S TO BE INSTALLED IS DETAILED ON 1. COLD SHRINK: ENCOMPASS CONNECTOR IN COLD SHRINK TUBING AND 2" PROVIDE A DOUBLE WRAP OF ELECTRICAL TAPE EXTENDING 2" BEYOND ...., � � " . THE CONSTRUCTION DRAWINGS. - - TUBING. PROVIDE 3M COLD SHRINK CXS SERIES OR EQUAL. HYBRID CABLE: ROUTE 25 & PECONIC LANE HYBRID CABLE WILL BE DC/FIBER AND FURNISHED FOR INSTALLATION AT EACH SITE. 2. SELF-AMALGAMATING TAPE: CLEAN SURFACES. APPLY A DOUBLE WRAP OF SOUTHOLD, NY 11971 CABLE SHALL BE INSTALLED PER THE CONSTRUCTION DRAWINGS AND THE SELF-AMALGAMATING TAPE 2" BEYOND CONNECTOR. APPLY A SECOND APPLICABLE MANUFACTURER'S REQUIREMENTS. WRAP OF SELF AMALGAMATING TAPE IN OPPOSITE DIRECTION, APPLY DOUBLE WRAP OF 2" WIDE ELECTRICAL TAPE EXTENDING 2" BEYOND THE JUMPERS AND CONNECTORS: SELD-AMALGAMATING TAPE. SPRINT SPECIFICATION S FURNISH AND INSTALL 1/2" COAXIAL JUMPER CABLES BETWEEN THE RRH'S AND . . ANTENNAS. JUMPERS SHALL BE TYPE LDF 4, FLC 12-50, CR 540, OR FXL 540. 3. 3M SLIM LOCK CLOSURE 716: SUBSTITUTIONS WILL NOT BE ALLOWED. - . ,, p s . .. -. SUPER-FLEX CABLES ARE NOT ACCEPTABLE. JUMPERS BETWEEN THE RRH'S AND ANTENNAS OR TOWER TOP AMPLIFIERS SHALL CONSIST OF 1/2 INCH FOAM 4. OPEN FLAME ON JOB SITE IS NOT ACCEPTALBE 5/29/14 DIELECTRIC, OUTDOOR RATED COAXIAL CABLE, MIN, LENGTH FOR JUMPER SHALL BE SK-***** 10'-0" CAC REMOTE ELECTRICAL TILT (RET) CABLES: AD MISCELLANEOUS INSTALL SPLITTERS, COMBINERS, FILTERS PER RF DATA ' SHEET, FURNISHED BY SPRINT. SP- 1 SECTION 1 1 800 - INSTALLATION OF MULTIMODAL BASE STATIONS SECTION 26 100 - BASIC ELECTRICAL REQUIREMENTS SECTION 26 200 - ELECTRICAL MATERIALS AND EQUIPMENT MMBS) AND RELATED EQUIPMENT SUMMARY: CONDUIT: SUMMARY: THIS SECTION SPECIFIES BASIC ELECTRICAL REQUIREMENTS FOR SYSTEMS AND A. RIGID GALVANIZED STEEL (RGS) CONDUIT SHALL BE USED FOR EXTERIOR LOCATION ABOVE COMPONANTS, GROUND AND IN UNFINISHED INTERIOR LOCATIONS AND FOR UNDERGROUND RUNS, RIGID CONDUIT AND FITTINGS SHALL BE STEEL, COATED WTIH ZINC EXTERIOR AND INTERIOR BY THE HOIT DIP A. THIS SECTION SPECIFIES MMBS CABINETS, POWER CABINETS AND INTERNAL QUALITY ASSURANCE: GALVANIZING PROCESS. CONDUIT SHALL BE PRODUCED TO ANSI SPECIFICATIONS CBO, 1, FEDERAL EQUIPMENT INCLUDING BUT NOT LIMITED TO RECTIFIERS, POWER DISTRIBUTION SPECIFICATION WW-C-581 AND SHAL BE LISTED WITH THE UNDERWRITERS LABORATORIES. UNITS, BASE BAND UNITS, SURGE ARRESTORS, BATTERIES AND SIMILAR A. ALL EQUIPMENT FURNISHED UNDER DIVISION 26 SHALL CARRY UL LABELS AND FITTINGS SHALL BE THREADED - SET SCREW OR COMPRESSION FITTINGS WILL NOT BE EQUIPMENT FURNISHED I3Y THE COMPANY FOR INSTALLATION BY THE LISTINGS WHERE SUCH LABELS AND LISTING ARE AVAILABLE IN THE INDUSTRY ACCEPTABLE. RGS CONDUITS SHALL BE MANUFACTURED BY ALLIED, REPUBLIC OR WHEATLAND. CONTRACTOR (OFCI) B. MANUFACTURERS OF EQUIPMENT SHALL HAVE A MINIMUM OF THREE YEARS B. UNDERGROUND CONDUIT IN CONCRETE SHALL BE POLYVINYLCHLORIDE (PVC) SUITABLE FOR DIRECT EXPERIENCE WITH THEIR EQUIPMENT INSTALLED AND OPERATING IN THE FIELD BURIAL AS APPLICABLE. JOINTS SHALL BE BELLED, AND FLUSH SOLVENT WELDED IN ACCORDANCE ' B. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MISCELLANEOUS MATERIALS IN A USE SIMILAR TO THE PROPOSED USE FOR THIS PROJECT, WITH MANUFACTURERS INSTRUCTIONS. CONDUIT SHALL BE CARLON ELECTRICAL PRODUCTS OR 13 6-5-14 ISSUED FOR CONSTRUCTION AND PROVIDE ALL LABOR REQUIRED FOR INSTALLATION EQUIPMENT IN EXISTING C. MATERIALS AND EQUIPMENT: ALL MATERIAL AND EQUIPMENT SPECIFIED IN APPROVED EQUAL. A 5-29-14 ISSUED FOR REVIEW CABINET OR NEW CABINET AS SHOWN ON DRAWINGS AND AS REQUIRED BY THEA. DIVISION 26 OF THE SAME TYPE SHALL BE OF THE SAME MANUFACTURER AND C. TRANSITIONS BETWEEN PVC AND RIGID (RGS) SHALL BE MADE WITH PVC COATED METALLIC LONG APPLICABLE INSTALLATION MOPS. SHALL BE NEW, OF THE BEST QUALITY AND DESIGN, AND FREE FROM DEFECTS. - SWEEP RADIUS ELBOWS. C, COMPLY WITH MANUFACTURER'S INSTALLATION AND START UP REQUIREMENTS, SUPPORTING DEVICES: D. EMT OR RIGID GALVANIZED STEEL CONDUIT MAY BE USED IN FINISHED SPACES CONCEALED IN 0 A. MANUFACTURED STRUCTURAL SUPPORT MATERIALS: SUBJECT TO COMPLIANCE WALLS AND CEILINGS. EMT SHALL BE MILD STEEL, ELECTRICALLY WELDED, ELECTRO-GALVANIZED DC CIRCUIT BREAKER LABELING WITH REQUIREMENTS PROVIDE PRODUCTS BY THE FOLLOWING: OR HOT-DIPPED GALVANIZED AND PRODUCED TO ANSI SPECIFICATION C80,3, FEDERAL p •�'' SPECIFICATION WW-C-563, AND SHALL BE UL LISTED. EMT SHALL BE MANUFACTURED BY ALLIED, 1, ALLIED TUBE AND CONDUIT REPUBLIC OR WHEATLAND, OR APPROVED EQUAL. FITTINGS SHALL BE METALLIC COMPRESSION. A. NEW DC CIRCUIT IS REQUIRED IN MMBS CABINET SHALL BE CLEARLY SET SCREW CONNECTIONS SHALL NOT BE ACCEPTABLE. IDENTIFIED AS TO RRH BEING SERVICED. 2. B-LINE SYSTEM SPRINT SPECTRUM L.P. E. LIQUID TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR FINAL CONNECTION TO EQUIPMENT, FITTINGS SHALL BE METALLIC GLAND TYPE COMPRESSION FITTINGS, MAINTAINING 2 INDUSTRIAL ROAD 3. UNISTRUT DIVERSIFIED PRODUCTS THE INTEGRITY OF CONDUIT SYSTEM SET SCREW CONNECTION SHALL NOT BE ACCEPTABLE. (AIRFIELD, NEIL! JERSEY 07004 MAXIMUM LENGTH OF FLEXIBLE CONDUIT SHALL NOT EXCEED 6-FEET. LFMC SHALL BE THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND 4. THOMAS & BETTS PROTECTED AND SUPPORTED AS REQUIRED BY NEC. MANUFACTURERS OF FLEXIBLE CONDUITS WITHOUT EXPRESS SPRINT CONSENT IS STRICTLY PRIOHIe PROHIBITED.USE B. FASTENERS TYPES, MATERIALS AND CONSTRUCTION FEATURES AS FOLLOWS: SHALL BE CAROL, ANACONDA METAL HOSE OR UNIVERSAL METAL HOSE, OR APPROVED EQUAL, 1. EXPANSION ANCHORS: CARBON STEEL WEDGE OR SLEEVE TYPE, F. MINIMUM SIZE CONDUIT SHALL BE 3/4 INCH (21 MM). 2. POWER-DRIVEN THREADED STUDS: HEAT-TREATED STEEL, DESIGNED HUBS AND BOXES .., SPECIFICALLY FOR THE INTENDED SERVICE. 01:: ?,, - ; A. AT ENTRANCES TO CABINETS OR OTHER EQUIPMENT NOT HAVING INTEGRAL THREADED HUBS i ;. P., t .., . PROCIDE METALLIC THREADED HUBS OF THE SIZE AND CONFIGURATION REQUIRED. HUB SHALL , � s`�, :, n ',,`,,` a, 3. FASTEN BY MEANS OF WOOD SCREWS ON WOOD. 'f f_; \ INCLUDE LOCKNUT AND NEOPRENE 0-RING SEAL. PROVIDE IMPACT RESISTANT 105 DEGREE C �' „'' ;, '' . } 4. TOGGLE BOLTS ON HOLLOW MASONRY UNITS, PLASTIC BUSHINGS TO PROTECT CABLE INSULATION. .71 i. ! ' .; B, CABLE TERMINATION FITTINGS FOR CONDUIT: 4 ,." 5. CONCRETE INSERTS OR EXPANSION BOLTS ON CONCRETE OR SOLID x . MASONRY. � ',,, ,:-N,,,,. ..2,.....,, -. , • 1. CABLE TERMINATORS FOR RGS CONDUITS SHALL BE TYPE CRC BY O-Z/GEDNEY OR EQUAL BY -.-;:�.-- 6, MACHINE SCREWS, WELDED THREADED STUDS, OR SPRING-TENSION CLAMPS ROXTEC. � ��y ON STEEL. 2, CABLE TERMINATORS FOR LFMC SHALL BE ETCO-CL2075; OR MADE FOR THE PURPOSE 7. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE SHALL NOT PRODUCTS BY ROXTEC, BE PERMITTED. MICHAEL L. BOHLINGER P.E, C. EXTERIOR PULL BOXES AND PULL BOXES IN INTERIOR INDUSTRIAL AREAS SHALL BE PLATED CAST NY LICENSE #75700 ALLOY, HEAVY DUTY, WEATHERPROOF, DUST PROOF WITH GASKET, PLATED IRON ALLOY COVER AND w. 8. DO NOT WELD CONDUIT, PIPE STRAPS, OR ITEMS OTHER THAN THREADED STAINLESS STEEL COVER SCREWS, CROUSE-HINDS WAB SERIES OR EQUAL, STUDS TO STEEL STRUCTURES. — � KM CONSULTING ENGINEERS, INC. 9 FOREST LANE 9, IN PARTITION OF LIGHT STEEL CONSTRUCTION, USE SHEET METAL D. CONDUIT OUTLET BODIES SHAL BE PLATED CAST ALLOY WITH SIMILAR GASKET COVERS. OUTLET '''- ' ` SWING NEW JERSEY 08628 BODIES SHALL BE OF THE CONFIGURATION AND SIZE SUITABLE FOR THE APPLICATION, PROVIDE �.�. SCREWS. CROUSE-HINDS, FORM 8 OR APPROVED EQUAL. ..}� SUPPORTING DEVICES: .�4- kjr e Wireless Group E, MANUFACTURER FOR BOXES AND COVERS SHALL BE HOFFMAN, SQUARE 'IDI", CROUSE-HINDS, ' A. INSTALL SUPPORTING DEVICES TO FASTEN ELECTRICAL COMPONENTS SECURELY COOPER, ADALET, APPLETON, 0-Z GEDNEY, RACO OR APPROVED EQUAL. In affiliation with Skynet Design Group Corp. AND PERMANENTLY IN ACCORDANCE WITH NEC, SUPPLEMENTAL GROUNDING SYSTEM 205 ROUTE 46 WEST SUITE 10 B. COORDINATE WITH THE BUILDING STRUCTURAL SYSTEM AND WITH OTHER TOTOWA, NJ 07512 TRADES, A. FURNISH AND INSTALL A SUPPLEMENTAL GROUNDING SYSTEM TO THE EXTENT INDICATED ON THE DRAWINGS, SUPPORT SYSTEM WITH NON-MAGNETIC STAINLESS STEEL CLIPS WITH RUBBER GROUNDING CONNECTORS SHALL BE TINNED COPPER WIRE, SIZES AS INDICATED ON C. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, FASTEN ELECTRICAL ITEMS GROMMETS. SK- AND THEIR SUPPORTING HARDWARE SECURELY TO THE STRUCTURE IN THE DRAWINGS. PROVIDE STRANDED OR SOLID BARE OR INSULATED CONDUCTORS EXCEPT AS ACCORDANCE WITH THE FOLLOWING: OTHERWISE NOTED. �..., „.,,� :,...,._., ...,,,„,,.,.1. 1. ENSURE THAT THE LOAD APPLIED BY ANY FASTENER DOES NOT EXCEED B. SUPPLEMENTAL GROUNDING SYSTEM: ALL CONNECTIONS TO BE MADE WITH CAD WELDS, EXCEPT 25 PERCENT OF THE PROOF TEST LOAD. AT EQUIPMENT USE LUGS OR OTHER AVAILABLE GROUNDING MEANS AS REQUIRED BY NY07XC789 MANUFACTURER, AT GROUND BARS USE TWO HOLE SPADES WITH NO-OX. 2. USE VIBRATION AND SHOCK-RESISTANT FASTENERS FOR ATTACHMENTS TO C. STOLEN GROUND BARS: IN THE EVENT OF STOLEN GROUND BARS, CONTACT SPRINT CM FOR CONCRETE SLABS. REPLACEMENT INSTRUCTION USING THREADED ROD KITS. 2. 5 EQUIPMENT ELECTRICAL IDENTIFICATION: EXITING STRUCTURE: DEPLOYMENT CD'S A, UPDATE AND PROVIDE TYPED CIRCUIT BREAKER SCHEDULES IN THE MOUNTING A. EXISTING EXPOSED WIRING AND ALL EXPOSED OUTLERS, RECEPTACLES, SWITCHES, DEVICES, ' BRACKET, INSIDE DOORS OF AC PANEL BOARDS WITH ANY CHANGES MADE TO BOXES AND OTHER EQUIPMENT THAT ARE NOT TO BE UTILIZED IN THE COMPLETED PROJECT THE AC SYSTEM. SHALL BE REMOVED OR DE-ENERGIZED AND CAPPED IN THE WALL, CEILING OR FLOOR SO THAT ROUTE 25 & PECONIC LANE THEY ARE CONCEALED AND SAFE. WALL, CEILING OR FLOOR SHALL BE PATCHED TO MATCH THE SOUTHOLD, NY 11971 B, BRANCH CIRCUITS FEEDING AVIATION OBSTRUCTION LIGHTING EQUIPMENT ADJACENT CONSTRUCTION, SHALL BE CLEARLY IDENTIFIED AS SUCH AT THE BRANCH CIRCUIT PANEL . ,w, .,.x, BOARD. CONDUIT AND CONDUCTOR INSTALLATION: A. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED STRAPS SPRINT P C I F I CAT I O N S AND HANGERS. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF THE STRUCTURE. MAINTAIN CLOSE PROXIMITY TO 5/29/14 THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES, CHANGES IN DIRECTION TO ROUTE ..R,- ,, _ AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES, CONDUIT SHALL BE --g-K - **** INSTALLED IN A NEAT AND WORKMANLIKE MANNER, PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CAC CONDUITS SHALL BE TEMPORARILY CAPPED TO PREVENT CONCRETE, PLASTER OR DIRT FROM - AD ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. B. CONDUCTORS SHALL BE PULLED IN ACCORDANCE WITH ACCEPTED GOOD PRACTICE. SP-2