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HomeMy WebLinkAbout1000-75.-5-14.1 FOR INTERNAL USE ONLY -re5 /IL ryri tsext,,,,„„ SITE PLAN USE DETERMINATION b " ILE V E . t n ]tiat Determination - JUL 3 1 2014 Date:_j / /5-- / i i i - ,i . Date Sent13 /.2.__Zi_ _ _ .. ___ _______ _ ____ . ouil oL, 0.40 < , ----- ---ProjerAllarrie: i t,LIA,'", el L CIT-1'' P 1-P fig—BGaid °40 ' r‘- - ••• • -------- , 4, Project Address: P(n p_ti, _e -_ . . Suffolk County Tax Map No.:1000- T,5 - C -AL Zoning District , Request t. ...»16e m_m.. . --m7mi i mm----:---mmmmm mm .______-_ (Note: Copy of Building Permit Application and supporting docu entation as to proposed use or uses should be submitted.) Initial DeterMination as to whether use is pertititted: — -- ,. Initial.Determination as to whether site plan is required:XJ(2 / --___-- 4(1)—J- - ---- Sig nature of Building inspector Planning Department (P.D.) Referral:___ __ P.D. Date Received: / / Date of Corntnent: / __ 6'4 „.) ,... Comtnents:_ , 6 - . . . _—__— —__— Signature of Planning Dept Staff Reviewer Final Determination ..-- Date: ___/ .1 Decision: --------------------------:------------ -__ ---- � ' MAILING ADDRESS: PLANNINGMEMBERS pito. SO a P.O. Box 1179 DONALD J.WILCENSKI ,r„ b ) Southold, NY 11971 Chairs FFICE LOCATION: WILLIAM J.CREMERS c Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III ! (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR 'COUNT' Southold, NY 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. a -EL kicT 1 8 Consultants, Inc. I ! ,A-p 1 h /014 1 . September 11, 2014 L, 'OM '�` � �tiw�rtikal I�,. �r �� b Ms. Heather M. Lanza,AICP Planning Director Town Hall Annex Building 54375 Route 25 Southold,New York 11971 RE: Sprint Site #NY07XC789 41405 Route 25 Dear Heather, Enclosed please find five (5) copies of CityScape's review of the application by SprintPCS Wireless for the above referenced subject facility. Please let us know if you have any questions or comments regarding the enclosed analysis. Sincerely, Kay Miles Enclosures 7050 W. Palmetto Park Road#15-652• Boca Raton, FL 33433-3483 Tel:877-438-2851 • Fax:877-220-4593 State of New York �_��" °�l '�°' boa Telecommunications Site Review Consultants, �' lnts 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 1 Planning Director ._... �' .. Town Hall Annex Building 53095 Route 25 � �� i Southold,New York 11971 ^ "mo[lin4r4 Win RE: Carrier: Sprint Site#NY07XC789 a '`"d 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 1"11� µ :t i 1 fir , 41405 Route 25 and Peconic Ln. +n ' J� is Ito 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, 1�ro Richard L. Edwards FCC Licensed PCIA Certified CityScape Consultants, Inc. %II ; SprintPCS Site#NY07XC789 1 � ;11,aaa,� -!: 41405 Route 25 and Peconic Ln. SCTM#1000-75.-5-14.1 !%a rt � 1 1 if September 9,2014 Consultants, Inc. Page 3 Telecommunications Site Review New York Antenna Upgrade 1 I 01,ml JiH„! � i unt ttensas 0,00 III Illoi 1II 111 II iIII 11 4,111111 jtol /1 10111 mu I11 I 1 I m1 r II LOADING ppE 6'" eii a .. ,. w a dew l 446�dk QI ere 7;7'5;4":,.. ee ....,,,, .�,. ..� 77im'r':meU a.... �7o mm lj 11 Mt-12 �..-----...:.- ..., —.....�._...............P moi,. I 411 'N«^W '.Pr a _...... 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Reese reltrtfflft twe deter acrerudenence ereserees deet above to whet te an are laser. 9.Ttee laser Enure 7:Eva rre.f)/W 7W Mal l k kErgi a1 We laxer: 10.TOWER rtAlt7 '3i:el'..51tre I Figure 1. Tower Elevation � � 1b `, SprintPCS Site#NY07XC789 � �, 41405 Route 25 and Peconic Ln. !� t � MINA J1` Wki M IN SCTM#1000-75.-5-14.1 September 9,2014 Consultants, Inc. Page 4 Telecommunications Site Review New York Antenna JAM1111 CKK d"tVil M T Nv mom il A,4116 ICZ 1 9:1i 10)1 WV%YES MtY OMAN ,,....... k'MI�S'PPMIT't NY�j.IV'T-Mu ..nririri,., .. hMT'NUUA4 INOklN4 /w ,,,...-rNIOTA'M$V 110'0`MONOPOLE .: ...... �...L. ` Y.. AnTOL ^It0.161W4N N'7'rtAV MO MHO PM err On TO ATV M4 PkEfpt tNO N"I UOUIUY Av%4'r'E NNh �9 '! .: •'.. El�OY N&M GME JWNEb 4G—cg7 \/ / , ' •tea. / 11 Co E 1%/.J// i�1 11 1111 I li I1,t �j _ ....._G;%Cg1T8NN'�51'ItINT T-MY fuL1"WpdW C;A(% UV1"4JIU4U MOUNT q.wislrpa�M `11, aeu aNarEww OLOM OM wN%z"p+dpiT Nl z ima� 1 / ve 24 NOMA w r rMnrw rwa M .......NMIHTT(44 BOE W �... m'Aitil "t b �OUTI1IU 1/d-O YONOPOLe W O„ITYKAb 0040M ,.. k1 00000,r AGS 1x wwlwr %A'YNPOT'�0AINP O0 1,011 rt Ti;1CiN o T0.7 MOM"P Oa, .F ..._. @ r^�.. vCL10WNdNt 100 0PN1111 NV6 vol Of 171 MPS TO MOW IYd E'2NTncrl we T 1Td1� POUOTTOUM ..,w,F Irk 1u.wwul � + ',,\ e' WIC 1 'q 4 B. \ arj I 6LaraLmatr Ira � A 0�00 �Met 10 WTp .., 0 ina ntenna on 1 uration Figure 2. Final Antenna Configuration SprintPCS Site#NY07XC789 3 , 41405 Route 25 and Peconic Ln. , T tito • ..; ro;:j. SCTM#1000-75.-5-14.1 �� " September 9,2014 Consultants, Inc. Page 5 Telecommunications Site Review New York Antenna Upgrade DeLorme Street Atlas USA®2009 II I • io wN 1, u1't � Ft;;;;;71.71 e 8 N 49 I 1 1 `OWE 1 41r N § g, F C, 9 P I al Y ,, 0 Data use subject to license I , ft ©DeLorme DeLorme Street Atlas USA®2009 0 400 000 12151 11l 2000 www delorme com MN(13 8°W) Data Zoom 14-0 ... .....� a ... Figure 3. Site Location ��..._ ........_......... room SprintPCS Site#NY07XC789 '�� rr/11i 41405 Route 25 and Peconic Ln. '- 0, � SCTM#1000-75.-5-14.1 , Consultants, Inc. September 9,2014 Page 6 Telecommunications Site Review New York Antenna Upgrade e r EXISTING BUILDING i tY rYr� 0 I R01xGMAYE 10C.ArC&YN'.. "f OP LxISrIXG SPRINT 1 ...... ,, ' �I UUI1YMY"Nr ROOM IN l rw I Alf /ET OP EXISTING I 110 FXOR'PING 111 r 14YXRJFtEX CABLES T0� � REMAIN y EXISTING AC UNUF \ii, 1EXISTING CHAINLIN'K PENCE '" � r ../YZ.✓.r.d..V/1.t"1..d".s21—e"i1.rYa."1.�e'c'a•'C.Y'1dla"e°'aa".,!`C1.t"1'L."J y�, .t"1,d. ,+�','c"'°" 4...,.., 1..^..r'"�,"' =„r[ r .� EXISTING METER d tl y A7�3 "� III ita, COVot p " r 9 ..... �.. N '� y 0 4, 1 ,Lt� SSI 1 tR 1 • r ' 1 '# 1,...'"5.) r d 4 Mv Lit"",� ,Po Y”" y� �Po r,N✓ a le *A ',-,,,,,fr f Y OS � e� . e%ISTING�GY Nti RR'pOR. ,. NTBRIPLEX EXISTING 9i'O1.I,Iw......-''''"'� ,,., '�,e.................. ,.,,..,./ fid:8�97i.PROPOSED e1.1/41� SIFtEXINS n'w.�..E o IS X-I SS 4LES ROWED9 � ICAB E .n .... LE BRIDGING ICd r�r IITEIM1`OD ERURO9.ND CONDUIT BRIDGE �w ,I �llr^iJ r r Figure 4. Ground Compound SprintPCS Site#NY07XC789 41405 Route 25 and Peconic Ln. SCTM#1000-75.-5-14.1 September 9,2014 Consultants, Inc. Page 7 Telecommunications Site Review New York Antenna Upgrade 71171C. 444 Twumi 111 Sprint 8200 SParkway Overland nd Park,KS 66261 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 ex o,ure to radio fretuenc mar Please let me know if you need any additional information.Thank you. Sincerely, Denise Martinetti Sprint Project Manager Figure 5. Compliance with FCCR Rules SprintPCS Site#NY07XC789 41405 Route 25 and Peconic Ln. "" by 64, SCTM#1000-75.-5-14.1 September 9,2014 Consultants, Inc. Page 8 Telecommunications Site Review New York Antenna Upgrade STRUCTURAL L I REPORT For Sprint 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: E-LAKM CONSULTING ENGINEERS, 9 Forest Lane, Ewing, NJ 08628 Ph:(609)538-0400 www.lunengr.00m July 9, 2014 red to ANSUfIA-222-G Dec 2005 Struchual S r M br Antenna S Struchses and Antennas vU "�r r r ss f; Qm11uu�oa t��OIUII 111111 . Figure 6. Structural Analysis Post Installation • • • MAILING ADDRESS: PLANNING BOARD MEMBERS �QF S067 - P.O. Box 1179 DONALD J.WILCENSKI 1O� * '1 Southold, NY 11971 Chair 1� �. ° OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY , G. �Q/'�1 54375 State Route 25 JAMES H.RICH III = ,& (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR ;•ITOOU`M,�`C. ;I" Southold,NY Telephone: 631 765-1938 www.s outholdtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 3, 2014 Mr. Richard L. Edwards d/b/a CityScape Consultants, Inc. 7050 Palmetto Park Road Boca Raton, FL 33433 Re: Consulting Services for Sprint @ Town of Southold Police Station Located at 41405 Main Road, Peconic SCTM#1000-75-5-14.1 Zoning District: R-80/B Dear Mr. Edwards: The Planning Board has authorized your scope of services in connection with the above. This letter will authorize you to proceed with the consulting work as outlined in the Agreement. Enclosed is the approved Purchase Order#27129 with amount not to be exceeded. Any work beyond this amount must be authorized in writing prior to being started. Also enclosed for your convenience is a Southold Town Voucher Form for your use with each invoice submitted to this department. Following are directions to review Sprint @ Town of Southold Police Station: 1000-75.-5-14.1, Sprint @ Town of Southold Police Station 1. Go to the Town of Southold website www.southoldtownny.gov; 2. Click on Weblink located on bottom left of home page; 3. Click on "Planning Dept." folder; 4. Click on "Applications"then "Site Plans" then "Pending;" 5. Click on the SCTM# (tax map #) of the application (found above). • • Richard Edwards Page Two September 3, 2014 If you have any questions, please contact me directly at 631/765-1938 between 8:00 a.m. and 4:00 p.m. Sincere) Brian Cummings Planner Enclosures \AL ► PJL Cit ' Scape Consultants, Inc. 7050 West Palmetto Park Road#15-652 Boca Raton,Florida 33433 Tel:877.438-2851 Fax:877.220-4593 LETTER OF AGREEMENT (19 � �A \\i" f f: AUG 2 2 2014 August 22, 2014 _ Southok: , Manning Heather Lanza,AICP, Planning Director Town of Southold 53095 Route 25 Southold,New York 11971 Re: Agreement between Town of Southold,New York(Town) and CityScape Consultants, Inc. (Consultant) dated March 5,2013 (Agreement) Dear Ms. Lanza, As per the above referenced Agreement between Town and Consultant, Consultant agrees to provide a review and analysis for an Application from Sprint for modifications and upgrades to an existing tower located at 41405 Route 25A Peconic,NY, SCTM#1000-75.-5-14.1. Review services for the Application will be performed at an agreed upon rate of four thousand dollars ($4,000). There will be no additional costs or fees associated with the review of this Application and/or follow-up letters relating to this Application. Consultant will provide the services as outlined in Exhibit A, Scope of Services, of the Agreement. Sicery , // i / Kayiles • 06.45f --ro Shore 2 Shore Wireless,Inc. 5550 Merrick Road, Suite 302 Massapequa,NY 11758 (516)557-2398 office (516)557-2397 fax July 31,2014 I AUG 0 4 2014 1 Southold Town Planning Board Town Hall Annex at Capital One Bank Pian,Scn 3,,v; 54375 NYS Route 25,P.O.Box 1179 - Southold,NY 11971 Attn: Heather Lanza RE: NY07XC789 Sprint-41405 Route 25A,Peconic,NY(Section: 75,Block: 5,Lot: 14.1) To Heather, As per our conversation,enclosed is a check(check#3304)in the amount of$4000.00 made payable to the Town of Southold for the consultants fee for the above referenced site. Should you have any questions please do not hesitate to call me at 631-807-7836. Thank you for your cooperation and assistance in this matter. Rega „door -4111,10 Victoria :rennan 631-807-7836 cell Vicky@brennanshore.com vvbp FOR INTERNAL USE ONLY NL SITE PLAN USE DETERMINATION Initial Determination , FEVE L -I JUL3 1 2014 =� Date Sent: —f3 --�- Mame: ( ' �'/P x Project Address: 1114° 5 fka' ' . Suffolk County Tax Map No.:1000-__//__- 5 -i/-Zoning District: I Request: Oritgr . (Note: Copy of Building Permit Application and supporting docu:•'entation as to proposed use or uses should be submitted.) . Initial Determination as to whether use is permitted: Initial Determination as to whether site plan is required: • ° Signature of Building Inspector Planning Department(P.D.) Referral: I /__ pate of Comment: ___. / • �-- P.D. Date Received: — — Comments: • • Signature of Planning Dept..Staff Reviewer Final Determination Date: I Decision: ,ra of RtliId1 Insnectnr • • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST 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. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form Contact: Approved ,20 Mail to: .,j S5So O Merr'tck AJ Disapproved a/S c.iD-1I3iNft ..S1.01-e 3oa ('4 assa/e1,A iN Pho e:Slk -.53 7-.2,398' 175 Expiration ,20 0 Z-CQCe_te f'-{anc.uSi r�rD I �� h _ 11 E Building Inspector I!n APPLICATION FOR BUILDING PERMIT j JUL 15 2014 Date 01,4n e 14 , 20 1 V 6(OG DEPT. INSTRUCTIONS TOWN OF ')OU HOLD 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 building for necessary inspections. --Uirr • (Signature of applicant or name,if a corporation) 5550 1Y)ern c% 44 Su,4-c 30L /'N as sap&Qua kJ)r ii- SS' (Mailing address of applicant) State whether applicant is owner(essee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises I (.,dr\ or So U ,0 d (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Art- ME Other Trade's License No. 1. Location of land on which proposed work will be done: (� '-f) 405 R xi-e. 25 61-Ka I b 5 Pec 041 c.L.Q n e) r e c on s c, 7,.) \/ 1 19 S"r" House Number Street Hamlet County Tax Map No. 1000 Section / S Block J Lot )14, 1 Subdivision • Filed Map No. • Lot 2. State existing use and occupancy of premises and intended use and occupancy ofroposed construction: a. Existing use and occupancy )e f e C©n ,,�ry) un,c j of"a eddy t 1 b. Intended use and occupancy TP/eCO 1/l,u ni�a 7)DnS Fel Cf A / 3. Nature of work(check which applicable):New Building Addition / Alteration �► Repair Removal Demolition Other Work See a d dr n nis (Description) 4. Estimated Cost fi 077. 000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units A /A Number of dwelling units on 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 11. Zone or use district in which premises are situated R- 8.0 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO,X 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises?YES NO 14.Names of Owner of premise( wn o PSO44-41. Address g304S Qoude 25- Phone No. l0 3I - 76s 1?ca Name of Architect Sky re I- ire less Address a%S R* w-ToktatPhone No a 0/- 3 3 - V300 Name of Contractor gmpp re •c lett)An Address IISD 15'/4 ve.• ALT Phone No. Y`t3 - 313- /S/S KoP, PR 194ot, 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 X1 * 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 NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) Patrick S. O'Rourke 11 � ss: N tary.,Fi c Stags of New York COUNTY OF N(SSr'w) clO ' being duly sworn,deposes arallil$10110101110,111100 2• $ (Name of individual signing contract)above named, (S)He is the A (C6tractq A en ,Corporate 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 day of � 20 I`S Notary Public Signature of Applicant ..... _ _ iffil'.. 411:0Crwil s orT} 539.76' fr:. SURVEY OT PROPERTY SIT11191TIE 9-' sr 7+PrOLD S'UTTOL9C TrEIN Y012.9C 0 c uoau;(7):Zt ir 0WITrv, •1 . SCT14 , a 1000-75.6.14.1 !,'2 wo.c.“4 ",60441,0't AREA a 534,371 SO FT ; isx scam 117 12.27 ACRES 1 .7.1:1000.104 /0.;Nif... ,µ0,10,1 ,s.4, • •.CONCUR 11101IUMENT 70100 "' 7 — ,; r, ... or roc 17 , ...• xr:ok wow . i,iie4A to ci 0 100' ' 4er'illialk W 1 4.. 1 1 I to i 1 1 I 1 I I 1 ii 11 t 4 1 -1 __ .... ., WNW 4,4 070010 NM OA MOLY KAM MORICIIIIM I I I I 1 *ULU MOWN 1 STEM TiON0.00 g, mom. amg.irmr• go.... rAroa , s.“WI I MAO ,o0 4,7 ....,8 .•••*•.• r-1.,....—.SAJ MA,Olk AVA,HIM.1, l'AiMtAti Ow 1 'toe 6 ,.... 1.'' ...1 4640.1 4ATINdit r°4 • ° 44. ritrar-1 i I * A N55.4'36001. 156.09' ..... , _,...„....,„,„ ....,,,. . ... t I I 4., .... . ,,,......,.... . . , ,g row... t ' 0 .--",----L-.. .a *.: l I si .".1 ,,,,_ OW ' .°'°`...,, -........ j / .. ....mew ......., *ONO 00 MR evaqutt INOA A .......* --- A\ *000000. suk ...... ..„,,,,, ........*--". .• - ..M..--rar -1 1 p. ...„- ---- --- -- rii, " sow ,..........---- . 0,4.../...a ( ...li MAN,,,... .0 '4 4 loifim til ....,,,,..,".".m."'.' wog ° 4.1 S ."°.**''''. ir410°."W' .0,1 P" ,, '', ta 1 . z4, h t. , t D: of I 41•** r0173;" I 1 000 0,0.41,4 i 1 201/rl 1 4 1 *100 /.^k re ... It .41.. 1 t . , , s 848940'00°W 17744' 648.'8319.6'540:W MAIN R.OAD 0 '4f -F S. R. 25 ) At tip to, , liPo ''" "S.:'0 . ''..... ..",N.•e` - - ,, ....,„„, '——--•:"..:-"‘- --`--.r;r•-',")-' JOHN GALLA 17-t.----e-:•,,F. LAND SURVEYOR 59 FLORENCE DRIVE '..:..L...t..--,7.,-.:7-_, 1/ANOFtVILLE,N.Y.11949 SURVEYED:OCTOBER 30,2003 (631)874.0400 _..... .611.4./.*.nrameint mu le ——" . • , 1 ', 1 1 1 1--, ,N,,,, 1 .. 1 i q col.,1 , 5 7-1 .5 l VI? 68 „, ., .0 ''''',"'"Nr. ', ..6 .2 08...2.c. a. MI 1.5 ' r'••,' t.,,,t4 . ..' „Si 7; . ,,) ,,f, c , p..........f _ ........,„,_ C ''''F .,, 6...,, 0 333 m u ...9.. • c,-- ''''''j-- . -...... -7, r4N, 0 V) — Id c 1,.. rf) CT „..' ,e j,, ' ' i 1 1 1 J u 'Q O. .'.........a ,......./ 15 1 o . 'a ,•,, d'„j Li..., u. . a 4,,C (.......„I I •Q-75 r\1 ".. .. — .0 ftiIi ) <8 — :g r..... . . ,,,„ ., , , ;,k,„1 .., -7--- ,,,,,,,,„ 0 -. rct WI T1. 0 30 ...—• . 0 'Ir,,.''r. 0 -0 •-• V •,ç 0 '- li , ..00 8 h. ,...9 (ii .W 1 ...1 ,,.> ,,, ,, Z3A 74 •`,,,I 'z' 0 \, ,,,,1 Z 3'kt r— 1 A ,, ..,, 7"”' c) r.) a 0 P C.) ... ..... 1 e 1:8 0 .t... i 6i o > = Z „., c.,) .._ -5 z > > > I `-7 31'VA L 11--AT l l INVOICE DATE......, INVOICE#. ... CONSULTANTS, INC. 11 7050 W. Palmetto Park Rd#15-652 1 9/20/201 Boca Raton, FL 33433 3096 4 �. . ,..m Tel: (877)438-2851 Fax: (877) 220-4593 Ji rl BILLTO fi�` Town of Southold ° r' a i, /(i i �,( )j Heather Lanza, AICP, Planning Dir 1 P.O. Box 1179 Southold, NY 11971 ll mu;;,, Project Ref/PO: SPR NY07XC789 Route 25 Description.. Rate Am....... ....... ount Site Application Review and Analysis: SPR#NY07XC789 4,000.00 4,00 0.00 Site Application submitted by Sprint Wireless;to modify/upgrade equipment on existing structure located at 41405 Route 25, Peconic Review completed 09-09-2014 SCTM: 1000-75.-5-14.1 PURCHASE ORDER#27129 1 Total $4,000.00 www.CityScapeGov.com ���,Nk'yU imp „ j � 0MYI' N ISI (itt t '° TOWN OF SOUTHOLv . ll,t^' f�ip ' Purchase Order # ,. N',, 'amu _, Tax Exempt # A 163554 Date ,„„A I .11 _�. Acc # ,dN "' o, ""��"" �1e,:',:t. �l� _': �;;;/ ,) ount g -- ��. �: ' ' Deliver and send billing to: Vendor Department1:;,,,a, I ) ® 111 i'" . , ' /� ' w "�',:, ��� �,�" i 1�� ,i/4'5;, 1' t ,0, 4,70 Address N' 'j°. 41 'I II . i „N ,.„ iA.0':,,°' viii^ , "0 ( j A, , i A y//91/ m:. , ;` 'm' et, INV a N' :„Ali u II VENDOR 1 **Return this copy and Town of Southold voucher itemized and signed for payment** 1 ITEM QUANTITY DESCRIPTION UNIT COST TOTAL . ,( ' Yrr e , u 1 1 �I f 1 THIS PURCHASE ORDER IS NOT VALID WITHOUT THE SIGNATURES OF THE DEPT. HEAD AND THE SUPERVISOR gym,,, I CERTIFY THAT THERE ARE SUFFICIENT FUNDS AVAILABLE IN THEi),,r PR " IATION CHARGED .. Dept. Head '„„/ :.. I CERTIFY THIS TO BE A JUST AND TRU ';16URCHASE ORDER ���/ii�•���� 1VIALL IN PLANNING BOARD MEMBEil "' OF SO(/l P.O. Box 1179 DONALD J.WILCENSKI �,,' 4 /%‘"' y�. Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS � Town Hall Annex PIERCE RAFFERTY ; kt. A 54375 State Route 25 JAMES H.RICH IIIA l (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR %;�tCOUNT`I��t.." Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD ► MEMORANDUM To: Accounting From: Planning Department Date: August 4, 2014 Re: Checks The attached check is for a Consultant Escrow Fee for the Sprint Wireless review • • listed below. Please deposit into B691 Deferred Revenue Account. Thank you. Applicant/Project Name & Tax Map Amount Check Date/No. Type # Wireless: Sprint at Police Station -add 3 antennas& related $4,000.00 7/31/14-#3304 equipment to existing escrow fee Shore 2 Shore telecommunications facility 1000-75-5- Wireless, Inc. 2 14.1 ck SHORE°2 SHORE. IRELES S, INC. MAS-SAPEQUA IslY 11758-8005 7 , Y TO THE ow , ) OAQER OF t� _.w JeMorgan doe Bank;tt,A '. "m.. • - FOR ew ,tBQO 3304-fig 4:09 2401:15.L.:m 1 M '41'1;5 5A 1,14013 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST 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. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,.20 Single&Separate Storm-Water Assessment Form Contact: Approved ,20 Mail to: . 5S0 M err,c k Disapproved a/6kdt!113114(v SLt.u-i'e 3007, QSSafeq da Ll y Phoe:S/k -.5 7-.2.3 98' i l 7Se. Expiration ,20 0 TGtCe-te_ 1 UncuS! Ii E U Building Inspector �j U U L 5 2014 APPLICATION FOR BUILDING PERMIT Date Z1 e t4 , 20 1 V BLDG. DEPT. INSTRUCTIONS TOWN OF 3OUTHOLD a.T is app ication i ST ,e 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 coveredby 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 hasnot beencompleted within.IS 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 BuiklingDepartment for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the•Townrof 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 building for necessary inspections. (Signature of applicant or name,if a corporation) s5.350 /1)ern ci 41 Sc-c 14-e 3 oZ • rnGSScipeQua i-7SS' (Mailing address of applicant) State whether applicant is owner., agent, architect, engineer, general contractor, electrician, plumber or builder Name`of owner of premises ,11 L op S0 1,1,4Id (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. 3t1 .NtE Other Trade's License No. I. Location of land on which proposed work will be done: 41405 Roufe 25 t4>ra 1 65 Peco�ile-L-a.ne� Pe conic, ,J y 119 Sr House Number Street Hamlet County Tax Map No. 1000 Section —7 S Block 5 Lot (/, 1 • STRUCTURAL ANALYSIS REPORT For Sprint® 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: Ela 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 • • 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 • 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 APXVSPP I8-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-14-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 • 4 • • 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 • I • 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), 3/" 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: ,o,„...,,,_ „L.... 14 • 447--- Domenic Aversa, EIT Michael L. Bohlinger, PE J 9 }N, i Principal Project Manager . n ` -, \-,K\'` ` ' NY License #75700 P- \'y ‘...:74;,..)� " NJ� • 8 • • DESIGNED APPURTENANCE LOADING 140.0 n TYPE ELEVATION TYPE ELEVATION Side Ami 139 2.5 RRH(Sprint) '120 10'Omni 139 2.5 RRH(Sprint) 120 Side A 139 2.5 RRH(Sprint) 120 10'Omni 139 10'Omni 102-92 Side Arm 139 Omni 95-92 10'Omni 139 Side Nm 92 0 0 o 8 0 8 o II mi Side Arm 139 Side Arm 92 ,,:,,i N fV 10'Omni 139 10'Omni 82-72 , Stand-Oft T-Frame(Sprint) 120 10'Omni 82-72 p� I. Bill'1 9I Il i Stand-Ort T-Frame(Sprint) 120 Omni 75-72 SII^^ I Stand-Off T-Frame(Sprint) 120 Omni 75-72 APXVSPP18-C-A20(Sprint) 120 Side Ann 72 11 APXVSPP18-C-A20(Sprint) 120 Side Ann 72 'I APXVSPP18-C-A20(Sprint) 120 Side Arm 72 109.0 ft RRH(Sprint) 120 Side Arm 72 RRH(Sprint) 120 Dipole 72-67 Ill RRH(Sprint) 120 Side Arm 62 I APXVTM-14-C-120(Sprint) 120 Yagi 62 I'' y APXVTM-14-C-120(Sprint) 120 GPS 62 l,l APXV M-14-0-120(Sprint) 120 11111 1 W' N s MATERIAL STRENGTH GRADE_I Fy L Fu 1 GRADE 1Fy ] Fu - N I iI' A572-65 65 ksi 80 ksi --- TOWER DESIGN NOTES i" 1. Tower is located in Suffolk County,New York. 2. Tower designed for Exposure C to the TIA-222-G Standard. 80.5 n _j_ 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. ffff N 6. Tower Structure Class III. I ! ! 7. Topographic Category 1 with Crest Height of 0.00 ft a l �F l 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. 11 10. TOWER RATING:62.5% an ' P g V N 7 O 2 If I I 39.811 I.1 i i ALL REACTIONS ARE FACTORED AXIAL • 57 K 8 § SHEAR MOMENT 0 � 0 6 K f 537 kip-ft a �+ TORQUE 1 kip-ft 50 mph WIND-0.7500 in ICE AXIAL 36 K SHEAR/ --'' , MOMENT 46 K f3508 kip-ft 0.0 8 `o TORQUE 4 kip-ft m 1 N 41 REACTIONS-120 mph WIND r o 2 m s g t E E 3 v gJ Z f fnyq f m c - , KM Consulting Engineers,Inc. jobNY07XC789 LC1 9 Forest Lane ProjecC 140'Monopole Ewing, NJ 08628 Cheat. Skynet Wireless Grou Drawn by Domenic AversaApp'd Consulting Engineers Phone:(609)538-0400 Code. TIA 222 G Date'07/09/14 Scale: NTS • FAX: Path: ic,anneiw.....GrournIVO7XC789-Sotlhold00.ri E,0,..m,asoum,a0Lc1 en 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 140.00 140.00 108.96 108.96 • 80.50 80.50 C 0 w 39.831, 39.83 I 0.00', <-Minimum-0 Maximum-> -5000 KM Consulting Engineers,Inc. '°h•NY07XC789 LC1 _ 9 Forest Lane Project:140 Monopole Ewing, NJ 08628 cram:Skynet Wireless Grou Drawn by Domenic Aversa AP" Consulting Engineers Phone:(609)538-0400 X00e: TIA 222-G Dat°07/09/14 scale: NTS Path: __- _-- -. Dwg No. FAX:• ,s Nitro**Oropw.07xc7aSouthold so � �aw ioe . enwaI.c1. E-3 Feed Line Distribution Chart • 0' -140' Round Flat App In Face App Out Face Truss Leg Face A Face B Face C 14000 140.00 120.00 120.00 108.96 108.96 i 92.00 92.00 80.50 80.50 f O �� 2 a C 72.00 72.00 w+ rn T. as LL v OO LL LL W N a O N O r' t...,2! E 4 0 OLL CD: Ei a Q 0 0 - O O is . N LL 39.83 39.83' r Q N p IT- LLNLL LL ❑ v J 5.00 5.00 0.00 '0.00 KM Consulting Engineers,Inc. lob NY07XC789 LCI Project:140'Monopole 9 Forest Lane Ewing, NJ 08628 Client.Skynet Wireless Grou Drawn by:Domenic Aversa'4ppd' Consulting Engineers Phone:(609)538-0400 Code: TIA-222-G Date'07/09/14 Scale: NTS . FAX: Path: K,aerie Weeless Groke,NYOZXC789-Southold Police SlatonEneirreerinceSoutholtl LC1 en DwgNo.E-7 Stress Distribution Chart • 0' -140' > 100%1 90%-100%0 75%-90% 50%-75%1<50%Overstress Face A Face B Face C 140.00 140.00 108.96 ' � I • � 108.96 80.50 80.50 0 m 39.83 39.83 • 0.00 0.00 KM Consulting Engineers,Inc. 105 NY07XC789 LC1 9 Forest Lane Project:140'Monopole Ewing, NJ 08628 aienc Skynet Wireless Grou Drawn by:Domenic Aversa APP'd: Consulting Engineers Phone:(609)538-0400 Code: TIA-222-G J Date:07/09/14 Scale: NTS • FAX: Pati.n�s��n wreieae crowwro7xc7ea-Southold Poke s�mmEmeeeriemsowmia LC1 a� Dw9 No.E-8 Job Page tTower 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 Fes. Domenic Aversa Section Capacity Table Section Elevation Component Size Critical P ePdro. % Pass No. .ft Type Element K K Capacity Fail LI 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 6.1.3.1-7/25/2013 File:K:/Skynet Wireless Group/NY07XC789-Southold Police Station/Engineering/Southold LCI.eri • • ) F- MATERAL1 ' A �gRA b 411 1 Xln/ [M>l.1[S RN BIT. 1iYGTN OCRCIIIrJ10N I 2 t/4.4.NIC MIS Q9 99aT JQUYQATToN EAAWd(C O 20 tt-6' -4 . .. T1CN MSL!-02.75 .� ` , Wheal.R-41N. 5007.9 O30 0_,. iv,(ASCI NIS-02.40) C N i' u ,, I. Ilii '21_ I 7417-1 I WAN.40. sae O 41 22'-6• 0(45144 4615-CR.6911 lIfali=lam „ ll�li.11 • • _I�r=;i�ti A-IIII: II ll A7•K.INN 1 291 u _. N ./1111 • I N (F COAC•Ett(w!.Ti.) 67.8 4160 n. Situ 0►•3 77010 A31N 4413-CA 63 4-I7.4 ¢ENERAL KOTE$ r( 1. 1415 FOJKOATION DESIGN IS BASED ON THE GEOTEGNNIC AL REPORT __ PMENCED BY PROFESSIONAL SERNCES:7buS1R1ES ON MARC-1 10. 1997. r _ REFER 70 PSI PRQ.ECT NUMBER 096-85006. ISAHo '• i •� 2. GEOTECHNICAL M40 CCNS:R000ON INSPECoIG IS RECUREO. 11111111 A t $ THE 501.REPORT SHOULD BE CONSULTED PRIOR O COvSTRVGTIOv. n '`� 3.PER EuIBECMENT IS SHOPS FROM 1HE CROUNO ELEVATICN Ar THE .. �1 I T6,�or THE SOIL IN NESAO/1110N. ���'�I" CROU CASING tNtl 1ETER 11014 ER TO PREKNT SOL CAVING ANC/ dNOUNDITAIER INfll1RA1EDN DURING E7•CAVATION. 4. REINFORCING STEEL SHALL CONFORM 10 AS14 A615-67 GAM A Z MIINUM rELO STRESS of 60 k/i. N SPUCES Of BARS SHALL BE N ACCORDANCE*AM ACI 356-95 G+-12. WELDING OF CROSSING OARS OR SPLICES IS P10T?5RVITTEO. • 2 SEDANS SHALL 8C ASSEMBLED USING STEEL WIRE. 5. CONCRETE MIX OUAUTY ANO CONSiRUCR044 PROC.0URES SHALL BE IN COMPLIANCE PATH ACI 318-95. 6. CONCRETE SHALL HAW A M6WAAUAI COMPRESSIVE STRENGTH CE 4000 Psi AT 28 TAGS. B 8 7. ANCHOR BOLT CRIENTARON IS REQUIRED PRIOR 10 CONCRETE PLACEM=HT. 8• . REFER 1O(El ORATING N6. GS50959 FOR ANCHOI BOLT.TO/PLATE. + 39.0 ` -Y ANO BASE PLATE DETAN.S ANC REOUIREMONIS. . H f FOUNDATION INSTALLER MUST VERIFY ANOVA 0.X1 LENGTH. OVAVIIrT. Y f I AND PATTERN PRIOR 10 CONCRE1E PLACE.IENT. I r°u ' n ,n�I I jr ;; n= _I ` 1.FCut1A7CN IS DESIGNED IN ACCO20MaCE 91114 AO 318-95 A1N0 DA/QA 222-F. !3.CRCUf4ONG BY OTHERS. 11 0(26)21/4..1;-o © (99) 411, 39.-6, Y640 MMher DNS.. t EC17.11r 9•A(',t-,D /' �1'1SEr 1NwtlO?f Mentor. Ohio 44010 t 71'•aTIUI CACI 61•• mon ,T .� r /e` * , att Ter t440)616-1IDI rA 1 • I ii•,.` •(� i ' �- I•la.o rn Fax (440)633-MS K::,... f+�� PPPa /// / i „'�I.y( i •, a S'RwtPCS Is I, • 140 It MONOPOLE ' 441 .V` / \ °` aECCwr,POLICE SIE e�d� PECOINC,vEW TORN } 90-.PIER \ ....ASU •4•o I. 1.n ."...". 66-t BOLI Cw:IE .•Nle.. I VIEW A-6 $ECTEON H-$ 12'YIN 1 ,t4I)!S•2?'-6•� •nw �...w 7 at. Tarwo wrw�ale (A•PMPC NOT SNOAN) //-" i 1.1792-11.0.4 E ;.., .,, . ,Y, ,4 ..., .. ,-,- 0 0 .0(1 : BC( PHONE NO. : Jun. 18 1998 07:48RM P4 ao 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 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 • I POTCT : 2 , 5 TQUID :L.: PO V \ • T . l s - T \ AV -,_- : OCASCADI \ ' O7XC789 A 5-29-14 ISSUED FOR REVIEW , \ 07XC789 SIT ' , —OU ---- --- 25 & Pi---TiC0 \ : C LA \ _----- S i t> 5 � 10 ' 1971 SPRINT SPECTRUM L.P. 2 INDUSTRIAL ROAD FAIRFIELD, NEW JERSEY 07004 THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND COPYRIGTHED SPRINT SPECTRUM L.P. ANY DUPLICATION OR USE S : E \,, DE , WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. , V0 \ 000LE ../''-61 .--1-\43 ,,,‘ A:(e.,,ce\,L.B0/4 1,,,.( ,4_;'1\ '.t'-, ` 4`', ;,1 e21, I .�FFSSiuvaP�-`. , SITE INFORMATION AREA MAP PROJECT DESCRIPTION SHEET INDEX 77AA , ..: SHT. NO: SHEET TITLE: REV: ENGINEER: SITE ADDRESS: .7,..' k 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 43y,�- RECTIFIERS INSIDE EXISTING SPRINT EQUIPMENT - NY LICENSE #75700 CABINET. A-1 SITE LAYOUT A M.B. , cu9KMFOCROENSSTULLTAINNGE PROPERTY OWNER: E I,,,. 1 ,, ,,` .-i , A-2 EQUIPMENT LAYOUT A M.B• INSTALL (4) NEW BATTERIES IN EMPTY STRING OF - ENGINEERS, INC, TOWN OF SOUTHOLD - EXISTING SPRINT BATTERY CABINET. EWING NEW JERSEY 08628 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). - ` (631) 765-1800 A-4 ELEVATION A M.B. "� - ` Skynet Wireless Group INSTALL (2) HYBRIFLEX CABLE AND (1) SECTOR 'rihlr ; 1.55',?' ` -. I :7-11P 1 ,1.a;. APPROXIMATE -b'' JUMPER. A-5 EXISTING ANTENNA ARRAY A M.B, In affiliation with Skynet Design Group Corp. GEOGRAPHIC COORDINATES: LATITUDE: N41' 2' 26,9982" SITE LOCATION ''` 205 ROUTE 46 WEST SUITE 10 A-6 PROPOSED ANTENNA ARRAY A M.B. LONGITUDE: W72° 27' 20.9982" °`, 3s<.I�nz,r, ;. !I f7H-,�`.', TOTOWA, NJ 07512 ,,ti,. A-7 RF DATA SHEET A M.B. ZONING JURISDICTION: TOWN OF SOUTHOLD ,!--EA-8 FIBER PLUMBING DIAGRAM A M.B. SK- '..!-,:;): " A-9 CABLE COLOR CODING A M.B. POWER COMPANY: PSE&G 1 (800) 436-7734A-10 ANTENNA & HYBRIFLEX CABLE DETAILS A M.B. COUNTY: .._, A-11 EQUIPMENT DETAILS A M.B. NY07XC789 SUFFOLK A-12 CABINET DETAILS A M.B.APPLICABLE CODES EQUIPMENT SUPPLIER; E-1 EQUIPMENT UTILLITY & GROUNDING PLAN A M.B. 2 , 5 EQUIPMENT 600-700 MOUNTAIN AVENUE E-2 GROUNDING DETAILS A M.B. DEPLOYMENT CD'S MURRAY HILL, NJ 07974 E-3 DC POWER DETAILS & PANEL SCHEDULES A M.B. PH.: (908) 508-8080 *ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE FOLLOWING CODES AS ADOPTED BY THE SP-1 SPRINT SPECIFICATIONS A M.B. ROUTE 25 & PECONIC LANE PLANS PREPARED BY: L ' '�' LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE SOUTHOLD, NY 11971 CONSTRUED TO PERMIT WORK NO CONFORMING TO THESE CODES, SKYNET WIRELESS GROUP SP-2 SPRINT SPECIFIICATIONS A M.B. 205 ROUTE 46 WEST SUITE 10 TOTOWA, NJ 07512 ?, PH,: (201) 233-4300 „4;,,.�, ._ 1. INTERNATIONAL BUILDING CODE TITLE SHEET 2. ANSI/TIA-222 STRUCTURAL STANDARD FOR ANTENNA STRUCTURES 3, NFPA 780 - LIGHTING PROTECTION CODE 4. NATIONAL ELECTRIC CODE 5/29/14 CAC 811 ,W -Ng" AD Pi Know what's below. . Call before you dig. I T- al WWW,CALL811,COM 1 B 6-5-14 ISSUED FOR CONSTRUCTION A 5-29-14 ISSUED FOR REVIEW A. WOODED AREA t> Sprin SPRINT SPECTRUM L.P. '?-t-k. 2 INDUSTRIAL ROAD ' , FAIRFIELD, NEW JERSEY 07004 'Pi 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, ki EXISTING BUILDINGS 0 tri „„,,., 2 i\D \tt,t 41 fi 0 :':: 1,'.';' ir' q I '',.,Noor-ESSir..; "M�. , c y EXISTING = N PARKING AREA APPROXIMATE LOCATION n n �� OF EXISTING SPRINT ( -P EQUIPMENT ROOM IN MICHAEL L, B , I BASEMENT OF EXISTING NY LICENSE #p 57 OGER RE BUILDING EXISTING Ei PARKING I AKM CONSULTING ENGINEERS, INC. 9 FOREST LANE AREA SWING NEW JERSEY 08628 I [Ai � = 4, t ,v* : Skynet Wireless Group wes --N In affiliation with Skynet Design Group Corp. 205 ROUTE 46 WEST SUITE 10 4343TOTOWA, NJ 07512 t) ry EXISTING 1401-011 �� '' 41,t, • SK- MONOPOLE 4 4 �� � � Al �r1 trS11GS�V � C 1. 1> so NY07XC789 EXISTING BUILDINGS 2 , 5 EQUIPMENT DEPLOYMENT CD'S ROUTE 25 & PECONIC LANE Allik SOUTHOLD, NY 11971 A-4 1 SITE LAYOUT SITE LAYOUT OD A-1 SCALE; 1" = 1001-011 5/29/14 NORTH GRAPHIC SCALE SK- 100 0 50 100 200 400 CAC AD ( IN FEET ) 1 INCH = 100 FT. A- 1 / / / / 6 6-5-14 ISSUED FOR CONSTRUCTION / / A 5-29-14 ISSUED FOR REVIEW / / is),/ Sprintfo / / / 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. / / / i' APPROXIMATE LOCATION ''' •0)------ --4--,t(1/ r` 'i>•�-= is • . Bpd '4.�, r. r:. OF EXISTING SPRINT ��..� r�.. , ` 3,�.. : rev, }=:?` •'C� / w // EQUIPMENT ROOM IN Rr ,, =,4, �: �., BASEMENT OF EXISTING '. . ', '':�i , BUILDING - / or-Fac J 7/4// Nro = rn MICHAEL L. BOHLINGER RE,/ u NY LICENSE #75700 o EXISTING �3) 1-1/4" KM CONSULTING ENGINEERS, INC, / . 71 HYBRIFLEX CABLES TO 9 FOREST LANE / REMAIN ELAIEWING NEW JERSEY 08628 / EXISTING AC UNIT ' Skynet Wireless Group / EXISTING CHAINLINK / FENCEnet In affiliation with Sk Y Design n Group Corp. / 205 ROUTE 46 WEST SUITE 10 / 7----) TOTOWA, NJ 07512 //////////1////////////////////////////,///1/////////////////////////////////////// /l //// ( s ! 1I SK- . • L —_ =t. _ st-moi.•..: .•: ...i ,:...,▪ :..„14,. •_•,�••••'.+•as••.:y,�r,moi•••.,.tI,•:..� A. pft :-,,,. ..; i 1 _ • EXISTING METER •••.: 'ILI I r:!,1-,:::•11-;i'.• .. ...-. •«.,..lc:brie•?• •+ '•.i I•yr•-t r71 4- Alk _ . 00 NIA0J ;y....• St.i .�%• e• .-;41.: .-;4 .: .t �••,.:. ...: NY07XC789 09,c()4 30° ,wAV-.4\•,:);i.,x.)' ii it4',i,s �,:!i . , • ._,.•:.:• *,i EXISTING SIDEWALK 2, 5 EQUIPMENT • co' 4. .‹\ Y"' ? -7‘...N. 12,/ ;•.-41%.%::':? Wird&----11 .,:•`.: 4!:.: ..,..:$1•..i..•-ift:',... :••......:...•, ,:..•'"�;;;.,. Y'`";�.:••�� EXISTING EDGE OF �,Q'titi O �� �::•� {: •- •jt•,:. •. •• .. • •• .�. PAVEMENT DPLOYMNT AD'S �. ;,4 tl�t"!s• ',t, "F."4,••I I :.1..••.•'• 16..... ,..... ..•41.....!•;41,.' .�► y s•.. • _. :•r ROUTE 25 & PECONIC LANE SOUTHOLD, NY 11971 EXISTING GENERATOR EXISTING 140'-0'I PROPOSED (1) 1-1/4" HYBRIFLEX -ROPOSED (1) 1-1/4" HYBRIFLEX MONOPOLECABLE TO BE ROUTED INSIDE CABLE TO BE ROUTED WITH EQUIPMENT LAYOUT MONOPOLE EXISTING CABLES IN EXISTING EXISTING ICE SPRINT UNDERGROUND CONDUIT BRIDGE (11111 EQUIPV \ T LAYOUT 5/29/14 4111 A-2 SCALE: 1" = 10'-0" SK-***** NORTHGRAPHIC SCALE CAC A-4 10 0 5 10 20 40 AD ( IN FEET ) 1 INCH = 10 FT. A-2 B 6-5-14 ISSUED FOR CONSTRUCTION INSTALL (4) NEW BATTERIES IN A 5-29-14 ISSUED FOR REVIEW EMPTY STRING OF EXISTING4. SPRINT BATTERY CABINET INSTALL (11 NEW SPRINT 9926 Sprint:.)BBU & (3) NEW RECTIFIERS INSIDE EXIISTING SPRINT EQUIPMENT CABINET (SEE SHEET A-12) SPRINT SPECTRUM L.P. /////////////////// /_C ////////'/ //////////// 2 INDUSTRIAL ROAD FAIRFIELD, NEW JERSEY 07004 / EXISTING THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND / EXISTING COPYRIGTHED SPRINT SPECTRUM L.P. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. RADIOS (BY RADIOS (BY / OTHERS) // OTHERS) EXISTING SPRINT 200A / EXISTING SPRINT 200A / PPC POWER ENCLOSURE PPC POWER ENCLOSURE W, /, EXISTING / co ;,-,. ' ,,, ) , s. EXISTING = `t .4 ✓ RADIOS (BY / RADIOS OTHERS) (BY `` .,-. -- ,, OTHERS) `,,r= ,;; / EXISTING (2) SPRINT / EXISTING (2) SPRINT /;41 EQUIPMENT CABINETSEQUIPMENT CABINETS MOUNTED IN BASEMENT /i' MOUNTED IN BASEMENT / // / MICHAEL L, BOHLINGER P.E. EXISTING / NY LICENSE #75700 EXISTING TELCO / EXISTING EXISTING TELCO EXISTING EXISTING BACKBOARD BATTERY BTS EXISTING / BATTERY BTS AKMCONSULTINGNGIN :R:J INC. / BACKBOARD CABINET g\NFIONGRESNTEwLAJ NECABINET CABINETPOLICECABINET EXISTINGEXISTINGSTORAGE & 5EXISTING POLICEERSEY 08628 POLICE DESK POLICE STORAGE & �1F / STORAGE / STORAGE DESK x.— Skynet Wireless Group / / r / / In affiliation with Skynet Design Group Corp. 205 ROUTE 46 WEST SUITE 10 PROPOSED (1) 1-1/4" HYBRIFLEX / TOTOWA, NJ 07512 / EXISTING CABLE TO BE ROUTED WITH / POLICE EXISTING CABLES IN EXISTING EXISTING RADIO SPRINT UNDERGROUND CONDUIT / POLICE I RADIO SK- / ///// // // /////////l ///// / / '///// / '/ ///////// / / /////////l ////// NY07XC789 EXISTING COAX EXISTING SPRINT EXISTING COAX EXISTING SPRINT PORT JUNCTION BOX PORT JUNCTION BOX 2 . 5 EQUIPMENT DEPLOYMENT CD'S 1 EXISTI \ G QUIPV \ T PLAN (T ' PROPOSED QUIPV \ T PLA \ ROUTE 25 & PE14:1 ) CONIC LANE A,3 SCALE: 1/4" = 1'-0" A-3 SCALE: 1/4" = 11-0" SOUTHOLD, NY 11971 NORTH NORTH EXISTING & PROPOSED EQUIPMENT PLAN 5/29/14 SK_.***** CAC AD A-3 IVTOP OF EXISTING CARRIER ANTENNAS ELEV. @*-150'-0" EXISTING CARRIER ANTENNAS TO REMAIN 'TOP OF TOWER (TYP) ELEV. @±140'-0" Ab OF EXISTING AND PROPOSED SPRINT ANTENNAS ELEV. @±120'-O" .7761. --- ---- B 6-5-14 ISSUED FOR CONSTRUCTION A 5-29-14 ISSUED FOR REVIEW PROPOSED SPRINT 2.5 ANTENNA & RRH ON EXISTING TOWER MOUNT (t), Sprint,A SPRINT SPECTRUM L.P. 2 INDUSTRIAL ROAD FAIRFIELD, NEW JERSEY 07004 THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND EXISTING CARRIER COPYRIGTHED SPRINT SPECTRUM L.P. ANY DUPLICATION OR USE ANTENNAS TO REMAIN WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. (TYP) EXISTING CARRIER cotlIAAA ; ;;, ANTENNAS TO REMAIN " Y- ., , 11 ; h--- (TYPE is h ° `.� A't,'-; EXISTING GPS EXISTING 140' MONOPOLE MICHAEL L BOHLINGER P.E. NY LICENSE #75700 KM CONSULTING ENGINEERS, INC. 9 FOREST LANE EWING NEW JERSEY 08628 ,--- , , ,.__ : Skynet 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- EXISTINC BUILDING EQUIPMENT MOUNTED ON STEEL PLATFORM NY07XC789 2. 5 EQUIPMENT 111 4 m „ , , i , mii1 DEPLOYMENT CDS 1111 , I 111111I , 1 11 1 1 i 1 1 L �I I GRADE } TT -- J J rl rl.� �J J J J l r • i:4 v.!?f*r,..; , 'I ROUTE 25 & PECONIC LANE r ELEV. @01-011 1;_.:� • :.tt-i 4..fy�,�+,�tMZ� , SOUTHOLD, NY 11971 F$ !w+ ;•::*;•rte APPROXIMATE LOCATION OF EXISTING SPRINT EQUIPMENT ELEVATION ROOM IN BASEMENT OF EXISTING BUILDING PROPOSED (1) 1-1/4" HYBRIFLEX 5/29/14 CABLE TO BE ROUTED WITH SK-***** EXISTING CABLES IN EXISTING ' SPRINT UNDERGROUND CONDUIT CAC 0A-41 ELEVATION AD SCALE: 1" = 20'-0" A-4 B 6-5-14 ISSUED FOR CONSTRUCTION A 5-29-14 ISSUED FOR REVIEW A. Sprint> D N D r H v D SPRINT SPECTRUM L.P. ALPHA SECTOR: = rn 2 INDUSTRIAL ROAD EXISTINIG SPRINT NV ANTENNA " n FAIRFIELD, NEW JERSEY 07004 -P EXISTING SPRINT T-ARM THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND I4 0°) W/ (2) RRH'S T O REMAIN 73 ANTENNA MOUNT COPYRIGTHED SPRINT SPECTRUM L.P. ANY DUPLICATION OR USE 0o WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. , NIR MON • EXISTING 140'-0" MONOPOLE �' nl . A` 7c ,., • ?, SPE :,o<in� �y , miiiiiIIIII. il 111 _ ---4,;--,-- ,--- 7/07 • • �i► ill, (4* ';i; BETA SECTOR; �,`` EXISTING SPRINT NV ANTENNA MICHAEL L. BOHLINGER P.E. 40tj-t*Namadif**/' (175°) W/ (2) RRH'S TO REMAIN NY LICENSE #75700 KM CONSULTING ENGINEERS, INC, GAMMA SECTOR; Irdit444,4". EXISTING NVSPRINT ANTENNA � iv. 9 FOREST LANE (260°) W/ (2) RRH'S TO REMAIN iP ic,� ` SWING NEW JERSEY 08628 4%*;p .,--- q< ix Skynet Wireless Group </() ` '° ?/.4_,-1 &,SAC In affiliation with Skynet Design Group Corp. 'S' >` 205 ROUTE 46 WEST SUITE 10 co �;� TOTOWA, NJ 07512 • Ps N P SI - NY07XC789 2. 5 EQUIPMENT 1 EXISTI \ G A \ T \ \ A AAY DEPLOYMENT CD'S A-5 SCALE: N.T.S. NORTH ROUTE 25 & PECONIC LANE SOUTHOLD, NY 11971 EXISTING ANTENNA ARRAY 5/29/14 SK-***** CAC AD A-5 B 6-5-14 ISSUED FOR CONSTRUCTION A 5-29-14 ISSUED FOR REVIEW S p r i n i>1 IV co K y EXISTING SPRINT T-ARM ALPHA SECTOR: s rn ANTENNA MOUNT EXISTING SPRINT NV ANTENNA II 0 ALPHA SECTOR: SPRINT SPECTRUM L.P. PROPOSED SPRINT 2.5 ANTENNA {40') W/ (2) RRH'S TO REMAIN o 0 2 INDUSTRIAL ROAD 71 RRH ATTACHED TO NEW 3" O.D. FAIRFIELD, NEW 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. r EXISTING 140'-O" MONOPOLE 416MMMIIIIMMitiMMINIMM' EXISTING SPRINT ���. ,°„< ; TOWER MOUNTTN:-�' � �'�°' '� ` GAMMA SECTOR: _ r■_ PROPOSED SPRINT 2,5 ANTENNA -1 �”" � � RRH ATTACHED TO NEW 3" O.D. lib_PIPE MOUNT (SEE SHEET A-10) "���/%;%, , \::'zL) \--,,',`c" ,, ,_ „-„,,,, , ,4.„,,, , / ,„. )11t4iiiik,_,,,.... ► BETA SECTOR; i EXISTING SPRINT NV ANTENNA #I'k / 175') W/ (2) RRH'S TO REMAIN MICHAEL I L KOHL NGER P.E. GAMMA SECTOR: ligill .44/*1 � NY LICENSE #75700 EXISTING SPRINT NV ANTENNA � ' ��� '���(2601 W/ (2) RRH'S TO REMAIN 4` ` curAKMcON9ULT1NG ENGINEERS, INC. FOREST LANE eING NEW JERSEY 08628 xf AtiiG�s�11 c Skynet Wireless eless Group : • >> ,,+# 'P In affiliation with Skynet Design Group Corp. j ;;!41/1 `r° 205 ROUTE 46 WEST SUITE 10 fr/71TOTOWA, NJ 07512 9K- BETA NY07 SECTOR: PROPOSED SPRINT 2.5 ANTENNA & ' RPIRH EAMOUNT HE SHEET A-CD. 2, 5 EQUIPMENT (SEE ) DEPLOYMENT CD'S ROUTE 25 & PECONIC LANE 4; )11 PROPOSD A \ T \ \ A ARRAY SOUTHOLD, NY 11971 A-6 SCALE: N,T.S. NORTH - PROPOSED ANTENNA ARRAY 5/29/14 SK-***** CAC AD A-6 NOTES: B 6-5-14 ISSUED FOR CONSTRUCTION A 5-29-14 ISSUED FOR REVIEW 1. GENERAL CONTRACTOR TO FIELD VERIFY AZIMUTH AND 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 Sprint 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 FAIRFIELD, NEW JERSEY 07004 CORRECT C/L HEIGHT. ALSO EMAIL CORRECT 1.9GHZ 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 INCLUDING 800MHZ, 1.9GHZ AND 2.5GHZ TEST TO "f1 >` INCLUDE COMPLETE DOWNTILT AZIMUTH (IF APPLICABLE) AND BEAMWIDTH SWINGS (IF APPLICABLE). DOCUMENT AISG TEST RESULTS IN COAXIAL SWEEP ` TEST SPREADSHEET, Wir 3. GENERAL CONTRACTOR MUST ENSURE THAT NO OBJECT IS LOCATED WITHIN 45 DEGREES OF LEFT AND RIGHT ` I /� N OF FRONT OF ANTENNA OR 7 DEGREES UP AND DOWN \ OTE : CO N T I{�\ C T O R S ® ALL OT PROCEED FROM CENTER OF ANTENNA. IF THIS IS NOT POSSIBLE, MICHAEL L. BOHLINGER P.E. I I fi CONTACT RF ENGINEER FOR FURTHER INSTRUCTION. IN NY LICENSE #75700 WIT - CC \ S T R U C T I O \ U \ TIL. PIN AL R P D S ADDITIONI, 2.5GHZ ANTENNA IS NOT TO BE PLACED IN KM CONSULTING ciA DI IS ENGINEERS, INC.OIF ANY OTHER ANTENNA USING THE SAME 45 9 FOREST LANE F _ UVI3T \ G AORAV ARE SU D I3I DEGREE RULE, THIS INCLUDES SPRINT AND NON-SPRINT SWINRNEW JERSEY 08628 ANTENNAS. SPRINT RP \ GI \ RI \ G AND PROVIDED TO f � 4. 2.5GHZ ANTENNA MUST BE AT LEAST 6" FROM 1.9GHZt�� ��� � ireless roup CO \ T ACTOR I SPRI \ T C S T R U C T I O \ ANTENNA, 30" FROM 800MHZ ANTENNA AND 30" FROM In affiliation with Skynet Design Group Corp. pp DUAL BAND 1.9GHZ AND 800MHZ ANTENNA. 205 ROUTE 46 WEST SUITE 10 V A \ A G ® I\ 5. GENERAL CONTRACT IS REQUIRED TO USE A DIGITAL TOTOWA, NJ 07512 ALIGNMENT TOOL TO SET AZIMUTH, ROLL AND DOWNTILT. AZIMUTH ACCURACY IS TO BE WITHIN 1 9K- DEGREE. DOWNTILT AND ROLL (LEFT TO RIGHT TILT) IS 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 RP DATA SHEET 5/29/14 SK-***** CAC AD A-7 „,v— EXISTING; +.1--FZANIE WITl1 1=16Ef' DISTRi8UTION c30X Sprint RRH to Distribution Box Power Connectivity Option 2A Al(,itel-Lucent 3� 1 0.2014 v50 L�4-__ 4j.-_ ii • `1 Alpha ►fit ; 1-- 1/1” O.D. k101_E�3 X 3 FOR 800 MHz ExistingSNV Hybriflex NYBRiFI_E�( CABLES Alpha Alpha 6 AWG Power C I I•�� UIIi - , _ _ i 1900 MHz —: 111E911111111111111:1111E: ! / II : IIE:.:1111 f i•it Existing SNV Hybriflex X11" r•.u' �� II� Beta 6 AWG Power 1121®I1►iifilEIIi i. 40 u CD OQ Beta i s li s ea; i ( •�� 800 MHz 1 IlE fiC isllsfa -.. _ 1 Beta I r"I k _ , 1900 MHz O �8 0111�" 13 6-5-14 ISSUED FOR CONSTRUCTION °Z. �+�! �, Existing SNV Hybriflex o fl of l _ _ ', z ' 1 A 5-29-14 ISSUED FOR REVIEW i - _. mmmri- 111." 'A-1";------,==;•IGamma AWG Power ���,,, AO Ili !, ' O.D. DOLES X F ?F: - Gamma 0 ' 0 LIQUID 71Gh1 T CONDI!T soo MHz illi-lihlitir-ab"-' O ' TO BTS Gamma 40 0 �- 1900 MHz E 0 I BOTTOM VI - r-1BEI. U15TR.IbUT(ON LiOX O 4S0Oi� O1i ANTENNAS 13IIs•Ci ! / Sprintc) r II 1 ; iiCi i— --' C Elli ___ w ._ s :.IIS iI New 2.5 Hybriflex r•i gate E VII -Ih 1 2.5GHZ 6AWGPower E EIIi SPRINT SPECTRUM L. P. II ti1 L I.it UM 1 iI , ( C rill: Di 2 INDUSTRIAL ROAD , I L PRO05LD I 5l�" HYBRID C;ABLE SROM FIf3E!� I ,{-x. - I11' FAIRFIELD, NEW JERSEY 07004 CXIST I v CONDUIT 'a'�i1111 DC II DISTRi BUTTON BOX TO NEW 2.5 ANTENNAS THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND F'Ob' 13T AND EIbt'R CABLES ' ONE IL 3 tir COPYRIGTHED SPRINT SPECTRUM L.P. ANY DUPLICATION OR USE F ROP OSED CONDUIT \ i1!-1 DC :r-'0WEK AND f=IBEFZ WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. MM-13T`� CABINET CABLES rROM NEW MT-BI-S CABINET \/ D : CAI r = E) _ � 3 : s I R = 5 ...„ : o \ SOX D TA : H O D - s : : o \ SOX DOW CO \ \ c : v : i `� Dr - AY . A8 SCALE, \,T,S A-8 SCALE. \T,S, of NE.i, k!/ PE\"L.B0/14/4, 9 eCCM2-HR , ,„ .____ i �J /,,'' i \ 4r ., ,, 0,_, ,,,, t, 7 17 r w E _c m E _c :n E E E Q m 3 Q m 3 .1 m tS =r2L Alpha , - ta Gamma 1 P •, 1. j' j. .■ 1 l 1 '►v7_-w •1 e \ ++•iw % __. i i:...In- -11�t _ li 6 i-: F - - �-..���- - �„ ..m .. , MICHAEL L BOHLING ER P.E. I NY LICE\ISE #75700 j T N ` EE z a ...., cl a ELiKN CONSULTING ENGINEERS INC. N M r N ch r N a a a a a a I I i i i i I ! U U U U U U �. Illill - 9 FOREST LANE - E N N N {V (Ni f! N N C.1 4 -2 1-1 oc 2-3 2-2 2-1 DC EWING NEW JERSEY 08628 Gamma color code depicted. Refer toorinfor information ononallDiagram Distribution Box Fiber Panel for information on all sectors. t______' _ ,. ceIII- jamkynt Wireless Group EL a a N-Type SNV BETA SNV ALPHA o Il �' `� �' In affiliation with Skynet Design Group Corp. Connectors 1 I ®® 5 131 71 12 1 ,1 1 g 4---- N m 1 205 ROUTE 46 WEST SUITE 10 n ! ' 2 i wlbsI 77 -------- .12TOTOWA, NJ 07512 C $ _ 26.5inllbs 12 11 10 9 8 7 $ 5 4 3 Z 1 y O 41 I I Mini DIN ,g 4 G 2 ip 7 3 5 1 jU Q 2 I L 1 1.0104%. Connectors III 1 1 L HF2'1 F5 HF21 F3 HF21 F1 HF11 F5 HF11 F3 HF11 F1 ' I W � lel I rl 7 �,� � SNYKO'ft7XC789 ' 11 N-m H - _1a,� fttlbs �:43%i=I � ,I r: -�, � QCD 97.4 in/lbs I 1 j j j j C / i 24 23 22 21 20 19 18 17 16 1514 13 ' Mec Z 2.52-1 HF21 F4 HF21 F2 2.51-1 HF11 F4 HF11 F2 Connectors 2 . 5 EQUIPMENT Sector er 2.5 G 2.5 B 2.5 A SNV GAMMA 0 MIKEMIll _____ (..) Flber,CPRI i DEPLOYMENT CD'S i :. fiber/CP'( 2 - 7-- -------fi11 fio 9 (E: 7 6 5 4 3 2 1 OGammaJ W FibBrIGPRl3 cal C3 C2 C1 . A�lr; iRET: o AphaRial 'Spare FiberlCPRI 1 ROUTE 25 & PECONIC LANE 1 5 3 ` 7 2 6 4 ; 8 / ,5 2,5_2-2 2,5_1-2 HF31 F5 HF31 F3 HF31 F1 _ ` X Gamma Spare Fiber/CPRI 3 SOUTHOLD, NY 11971 r ) m ----L.1 ILI c-)r-)LI z.s G ) o 24 23 U2220 19 18 1716 15 14 13 17) 3 ' it L____, FIB .--z PL,, v3I\G D:AGAV2.5_3-3 ' 2.5_1-3 2.5_3-1 .4/ HF31 F4 HF31 F2 1 3 cal 6 8 ..- 5/29/14 5 7 2 4 ' SK-***** RET' Image depicts right side of the fiber bulkhead. Left side connections will use the same position designations. See BTS to Distribution ox RET, Fiber Connectivity CAC AD 8T8 D 4 BTS TO DISTRIBUTIO \ BOX FIBER CO \ \ ECTIVITY DETAIL 5 SRH TO DISTRIBI, TIO \ 300X PI3ER CON \ ECTIVITY DETAIL A-8 SCALE: N,T,S, A-8 SCALE: N,T,S, A-8 SCALE: \T.S. A-8 Second Sector Cable First Ring Ring Third Ring 1 Alpha 1 No Tape No Tape 1 2 No Tape No Tape CABEL MARKING NOTE: 1 3 No Tape No Tape 1 4 White No Tape No Tape 1 5 No Tape No Tape 1. ALL CABLES SHALL BE MARKED WITH 2" WIDE, UV 1 6 Grey No Tape No Tape STABILIZED, UL APPROVED TAPE. B 6-5-14 ISSUED FOR CONSTRUCTION A 5-29-14 ISSUED FOR REVIEW 1 7 P .irpplk No Tape No Tape 2. THE FIRST RING SHALL BE CLOSEST TO THE END OF 1 8 Orange No Tape No Tape THE CABLLE AND SPACED APPROXIMATELY 2" FROM THE END CONNECTOR, WEATHERPROOFING, OR BREAKOUT 2 Beta 1 Green Green No Tape UNIT, THERE SHALL BE 111 SPACE BETWEEN EACH RING. 2 2 No Tape N), 2 3 No Tape 3, A 2" GAP SHALL SEPARATE THE CABLE COLOR CODESprint '` FROM THEE FREQUENCY COLOR CODE. THE 2" COLOR 2 4 White White No Tape RINGS FOR THE FREQUENCY CODE SHALL BE PLACED 2 5 Red ed No TapeNEXT 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 2 7 1 r-pk P, Ir lir No Tape MINIMUM OF 3 TIMES AROUND THE INDIVIDUAL CABLES, FAIRFIELD, NEW JERSEY 07004 THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND 2 8 Orange Orange No Tape AND THE TAPE SHALL BE KEPT IN THE SAME COPYRIGTHED SPRINT SPECTRUM L.P. ANY DUPLICATION OR USE LOCATION AS MUCH AS POSSIBLE. WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. 3 Gamma 1 it,-`en_ Green Grr-_ 3 2 5. SITES WITH MORE THAN FOUR (4) SECTORS WILL 2. 5 3 3 REQUIRE ADDITIONAL RINGS FOR SECTOR, FOLLOWING r• THE PATTERN, HIGH CAPACITY SITES WILL USE THE '.. FREQUENCY INDICATOR 3 4 White White WhiteQ� __! SECOND CABLE IDENTIFIED BY BLUE BANDS OF TAPE. '" 2500 4 YEL ,WHT GRN 3 5 Fe : Rea Red '� � ? ‘Q O 2500 -2 YEL V''JHT 6. HYBRID FIBER' CABLE SHALL BE SECTOR IDENTIFIED a,'i ‘. 3 6 Grey Grey Grey 2500 -3 vEL WHT BRN ^+ INSIDE THE CABINET ON FREQUENCY BUNDLES, ON THE ) 4 i 2500 -4 ''EL_ WHT BUJ - SEALTITE, ON THE MAIN LINE UPON EXIT OF SEALTITE, r\9 � ;10,,.� 3 8 Orange Orange Orange AND BEFORE AND AFTER THE BREAKOUT UNIT ., ss«N 2500 -5 'r El I�+J HT SLT _ �`'' ����y 2500 -6 .,,'EL WHT URc.� (MEDUSA), AS WELL AS BEFORE AND AFTER ANY ENTRANCE OR EXIT. 2500 -7 'El WHT WFIT 2500 -8 4'EL WHT - 7. HFC "MAIN TRUNK" WILL NOT BE MARKED WITH THE f �E�r � �. -i '- FREQUENCY CODES, AS IT CONTAINS ALL FREQUENCIES, MICHAEL L. BOHLINGER P.E, ' '`rl _ ' NY LICENSE #75700 t ' 8, INDIVIDUAL POWER PAIRS AND FIBER BUNDLES SHALL `� `,t\ L_DFC-roR #2 (-_,AL #2ciAKM CONSULTING ENGINEERS INC. NV �. �, ,, �, BE LABELED WITH BOTH THE CABLE AND FREQUENCY. ti. ; '- r C- NOl oG`� 9 FOREST LANE FREQUENCY INDICATOR ID \� ., � � EWING NEW JERSEY 08628 800- 1 YEL GRN N-- �3()c? �Ru # f Skynet Wireless Group 1900- 1 YEL I 1900- 2 YEL BRN ''-� ; 5L) CAERE-. In affiliation with Skynet Design Group Corp. 1900-3 YE-1 BIM ]- - - - - S tCTc F.. #2 {�:N--LA - - 205 ROUTE 46 WEST SUITE 10 1900-4 YEL SLT - TOTOWA, NJ 07512 800- 1 YEi_ CIRC ___ RESERVED YEL WHT 01.1 Miss YEL SK- RESERVEDNY07XC78 ,1.1 . . I 1-1 III Example Sector 2, C _ Lle 2, BOOrrnrl- Radio #1 2 . 5 EQUIPM E N T DEPLOYMENT CD'S r (1 ROUTE 25 & PECONIC LANE SOUTHOLD, NY 11971 x am ple - Seectoor , CAile 1 , 1900rrihzPadic' #1 CABLE COLOR CODI \G LI�u, I 5/29/14 SK- Example — Sector 1 , c_,,able 4, BOO m1-h2- P aCJIO #1 and Mari rz P'adi'_' #1 CAC AD CA-") COLOR CODI \ G CHARTS SCALE: \,T.S. A-9 CABLE- `YPE Number site {a^,•+•y; 6/C #0, r 21C#18.I _.1 / ( I •4.k .V.oitage HD (.._-.0 k'L'f_:(-110 R. (x:2) v, PVC - { • • Strecr, • a Corrugated Copper ' CON _ _ _ rt � r Maxsieire5isiare (chrrpt r,�20 :�i � �3 51 I I vi0D L. \ ---- , J 1 r`'= ' —'� � `w7.00 r'i ' RFS ANTENNA APXVTM14-C-120 ,'r (.1)I r[-,-;:, Rpct�:crd Kev'ar ''' 0 ° 1 (\\\,,,,...,_ ..-- Fir :f revconductorrnatega! rjc t er DIMENSIONS, HxWxD: (55.1"x11.8"x5.9") ' '0.) Civ Coil u tCr .ze 9c3�"�4}; Max jcrosistan�.r, (uhRnl1Qfl ft;• �:��!`i ( 4"anJ c�C WEIGHT,WITHOUT PRE MOUNTED BRACKETS: 52.9 Ibs Color Code Ei!yCkiR+rd (0 C) — =11�,:-:r" = � ! rr CGna.,cc r,� ter 1Alarm conductor 5.77.*:{aWg Copper18 CONNECTOR: I, (9) XX MINI-DIN FEMALE/BOTTOM B 6-5-14 ISSUED FOR CONSTRUCTION A+lax 'mac resistance i;ch�-�.riCC +t;' A 5-29-14 ISSUED FOR REVIEW Color Code r n ' A. Fiber Canes SM . ;`_t T i:_A'r; z.' f,,t':,?_ :.5_s t_. NI (Uri-Diameter on Nominal 1 24 ; Sprint) . .. . _ _ . . . Min:rnumZd, Radius ;,r: lti - - )bitty TBE, Terrs,.I Strength .;It.t 375 ;rush Resistance. Fi3TF'':47 ;hr'nrr.} �'a " ���,;Ihrier=rber � SPRINT SPECTRUM L.P. f berat ng Tempe a u"e f a Doe ;'o iv'r -4I r deg C 2 INDUSTRIAL ROAD _ 'erStr�q Te'ilpe aturRange(nighl i Cl de C. :. `� 1.0 `n FAIRFIELD, NEW JERSEY 07004 Fiber Type -cin^ Water+'aak Singe Mode THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND Loose Tt.be COPYRIGTHED SPRINT SPECTRUM L.P. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. IT 1-T Rec G 652 D. G657 A2 F=tier Standar!: Compliance IEC 63793 2,6C I vpe 8 ', 3& r'ype B 6 A&'S ate., F=bei Coating Diameter;urt'. , cr ''F0';._-,--_:- ' r;,, 242 I r C.uCr`n`rr`i 0. 11, 0 305rnm , '�o_-so � y ount 24 �f fiber subunit 1 !! �— !� !� !� I L I y;;#`' hJur�7E;.0 r a, _' ',, ti Ftt�er count eacf- (units 24I I (! ,_. '` i ,:::: i fay r F:t r?r count Ices 5.9" r �R jacket � <� noFEsslo�'>, Max attenuation 130nm ,:chif�n-r;r Less,than equra.'0 S `�i� Max attenuation 1550 nm ,;cbrk:ni Less than equa=0 5 ,. u ,7l/C� 7 1 HYBRID CABLE CROSS SECTION & DATA 2 2. 5 ANTENNA DETAIL A-10 SCALE: MTS. A-10 SCALE: N.T.S. MICHAEL L. BOHLINGER P.E. NY LICENSE #75700 ciLAKM CONSULTING ENGINEERS, INC. 9 FOREST LANE NEW 3" O.D. PIPE MOUNT EWING NEW JERSEY 08628 r -_ t Skynet Wireless Group PROPOSED ANTENNA In affiliation with Skynet Design Group Corp. I MOUNTING BRACKET 205 ROUTE 46 WEST SUITE 10 �= 177 (TYP) TOTOWA, NJ 07512 I PROPOSED SPRINT 2.5 _ ANTENNA �r RRH ON PROPOSED 1/2" JUMPERS (8 SK- li EXISTING 3" SCH. 40 PIPE TOTAL) AND (1) NEW RET MOUNT BETWEEN ,,,,, CABLE LENGTHS SECTORCABLES �TYP AT RRH ALL AND ,,,._,.,,.,_. li a) NY07XC789 1, t ) SECTOR DESCRIPTION QTY DIMENSIONS PROPOSED BREAKOUT 5,DE vow FR.ON7\PEW SECTOR 1 1-1/4" HYBRIFLEX CABLE 1 ±225'-0" CYLINDER WITH POWER AND lir FIBER CABLES TO RRH -== PROPOSED RRH MOUNTED 2 . 5 EQUIPMENT ! SECTOR 2 1-1/4" HYBRIFLEX CABLE 1 ±225'-0" SEE DETAIL 1/A-8 I TO NEW PIPE BELOW ,, , P ANTENNA DEPLOYMENT CD'S Lac.- 0,� �' LWSECTOR 3 1-1/4" HYBRIFLEX CABLE 1 *-225'-0" if; ROUTE 25 & PECONIC LANE 4 CABLE LENGTHS TABLE IPIF SOUTHOLD NY 11971 1 AL.C.A7=L-LUC=v 7: 1-D-"!-I,8x20 A-10 SCALE: N.T.S. PROPOSED HYBRIFLEX rlxkr'vxD = (25.33' x ' 7.5"x 5.7") ALE ROUTED WITH EXISTING CABLES ANTENNA & HYBRID BP CABLE DETAILS 5/29/14 SK-***** 5 A \ TN \ A & RR - VOUNTI \ G DETAILS CAC 3 2.5 RRH DETAIL AD A-10 SCALE: N.T.S. A-10 SCALE: N.T.S. A- 1 0 �� ' '-:.�-Ir,K-i. f;i' 10 ,II_;'�i-",---..R. (_:Or,r; _:fI(_>`J 1,'"^ I. Y A ' 'OYv`T_ F3 0A<, )'I_ - r I rr / Y r- = r,I it )f =r�-�,,,,. r zc{� 7 '� f 1 J �` I__ '_{`�'.�i I _, _"YI I %` I .}`i` .3 1i 1; 11 r,r `tJ I `V r1;. = ' _. E I"_ " .4,1CO3._IT ,"• 1=� Ft, �`. L,;Y '�I �� - :t 11 . _ TOL' i_1 r l"•,'Er',T 6-5-14 ISSUED FOR CONSTRUCTION `'`' 1:1 '� ar 4li ' '1' J A 5-29-14 ISSUED FOR REVIEW 1`frI _��r`s ti yy i • A. I`'l`_1I i.LL , � ',�141 ?� .''I - , (), '4 Ari L____� •-*�- I'J_'Ir'';,I_I_ NE-',.",/ Y -_i,' a i-I'•il :,, 7 Sp,„:;r0,,,,o,i,nt, f0,,,, i: ,t,,,,, ,::::, ,_„,,,,,,, - 1:;!,(,)m ,1 u-'S� C-i 4 7{�:J �l NM ,r -r- _ r ii :- • w:15 rlNr MEM Zr,G . l F =:;:ti,1 !— _ lc tkfl:,Tlr,r: ,F�ur�� ., •N Fri I. T _ rl_If` =%CF 1:1l l?''•I-'I r'. I . i.l"d 1..:7-. „+:'r1: t: ';t. `5 ` r°J „IL:Mr �_' I_ _ �'.. ` �. �–'� (_,",I=�f 1'v � .:, r: : 4 .��:� I ;►4 �,_ _ _ SPRINT := 1_ ='PI_ r [; ,`:' ",1 If=' f,./.4 y CT.—ON '[ :7::: .3 {,N 5 I_,ii TI IF_ P...I ,_F' , , •- SPECTRUM L.P. lr ':I_. _,f� ; rr _} _-1.:.::: coM'I yl E,r )!-< Ti,: - a _._I,5,:'I P fr (..-.0 Jrvtl,f:: e_ F'i""'C - TN-IL r 1-'r0-j.."1 L1E-'1--‹ ....V,H M ''-K ON 1 Y t ILI1V1}1 CON N l•7c. (1,_):1--1:.)1-1 �l 2 INDUSTRIAL ROAD ,'°�.'l._ ACII_i r"', '`J -t �.Lh, ";_��,_ :�> Itip 1=�._ �1.. I_.I, rl,_ T1=1 ; • • • '�* �, - ,_,Y - "_-'i�= FAIRFIELD, I h�1_: , c)1= 1 ;F' NEW JERSEY 07004 )N CP• THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND `_' .I I- :•,` I I[)"J�f —�' • • •• •L f :_:�,I` is�r'rs' 1...-.A,151 J~�I `� COPYRIGTHED SPRINT SPECTRUM L.P. ANY DUPLICATION OR USE �', c-",.01 F't. = r t L)/\'?^{h.k "I 1101_,�}".J£; CL ;;: ;,^;{ ,1 LIN .I WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. ,rOI 11.1-A- ,f� aIC.I- ` t.:r,.lfti.'P1" /� j_ !, I p 1 , - - _ .J'��`�1_ ,.!I1 t:,:("_?'� Nt ti-0''.ANL) ' ALL I"',1=:> At LCO'.1 ,1 �I r ; ,'✓ ?_ _ 1 ..C.1 1- ?"I"'1 t 'J 'SIT ` Ct rv� r, • i� i---F",(1..11%! r,z---',,A.' t=i•a ) . , i �C' IP ` +•y A- '_`l;i: 1r" -1.` 1 N r '5,7.:- I! 7 fi r---r te - �'°"/� rF r >q �„ b -)I5Tw. �'.11_'TI !N -a.Cl ' ,y, -I.� -.i.) Iy ' 'i 11'r.rE_ D:57-7:19 II ON C11.?'. 1 5110 C C�=,Fi r f •,; _ - `` i MICHAEL L. BOHLINGER P.E. NY LICENSE #75700 1 HYBRID BREAKOUT DETAIL 2 CABLE ROUTE PRO / CABINET ciAKCONSULTING ENGINEERS, INC. A-11 SCALE: N.T.S. A-11 SCALE: FOREST LANE N.T.S.. ; I.-1,Y EWING NEW JERSEY 08628 , . Skynet Wirele s Group • . r In affiliation with Skynet Design Group Corp. 205 ROUTE 46 WEST SUITE 10 TOTOWA, NJ 07512 x ■� . - t .. , - - -- - - a _� �.., SK- _, • + '1;:',A:,',1',7 .l i �” . � t-e* i_j__.-::-::::'. .i f .fir , YY"', _;�. "v Irr:-r`I`, i �■ �_ - rt- y 15�' . as ■ Ili: -.._ ,_„ � x - sI�E�9�1 r . 00 , _ NY07XC789 H . r + _ LTEB .. u2 � ,_,........ _. _ _ _ ._„,,, „, , - __.--i 1 t" ^ J \3 ''1 ("DMA ''11 1 51 r-t 't �'9`'d"TI " :; - 1 ,\. 2. 5 EQUIPMENT +"1LI_I '�1� I _ CAIN A I�I 4 ,, , ^, ,-. """o------ r i 1:.K1,' -1 - - _-� .......� ti 3 _ DEPLOYMENT CD'S 1jl�l r�"J\rl hl 'cam �-,I 'ti:�'r' - -- i". I" 1' L. J 11211"2 _ -_.CL - -s.- -., ' :.IYI,`'5.�:J 1/ :.'is- Cr-,-/7T ,'� 1 _ - lin ,'`._-i L�,r r.!,y C.__ -a.. - ._j - :� ___:._-_-.z:::.--, 1 ._ - $ r _._ _ -__ ..:•1'.1.1:; - -,-4 \�r _-- _ .,- ;11- k - � ''''''==-..'"1 1 I1 1* • �- rte.. I; `' {" cl 1-'+ I F r RECTIFIER SHELF 2.5 GHz -- !I=!{1; " GO" . _ = _ -�,-_ a,l, ■ : �❑ ROUTE 25 PECONIC LANE 7711 I , , ° 1 y :_ �. . -, THOLD SOU , NY 11971 LFrI 1:_, J. .:11L-Z1E.5 Air" c�At_..INN;- - x ► VrRONT FL' AT ION EQUIPMENT DETAILS • 5/29/14 SK-***** EXISTING BBU CABINET cAc 4 EXISTING NMBS CABINET AD C3- -11 SCALE: N,T.S. A-11 SCALE: N.T.S. A- 11 Environmental Data ETS 300 019-2-3, class 3.2 Mechanical Data -5° C to +65° C 2U: 88.1 (2U) x 482.6 x 300 +8% to +100% Modem Unit (CEM): Main call processing engine, base band 4U: 166.2 (4U) x 482.6 x 300 { 0.03g/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 B 6-5-14 ISSUED FOR CONSTRUCTION 4U: 7x19x11.8 Controller Unit (CCM): Controls OAM management, transport, IP20 (can be integrated in a IP55 outdoor A 5-29-14 ISSUED FOR REVIEW Nis. a _= external/internal alarm connectivityand external synchronization 10-13kgs dependent upon configuration Y enclosure with Power supply unit and battery 4: reference interfaces. 4U unit can host up to 2 CCM. backup) 22 - 28 lbs dependent upon configuration , ,,,,, , . . _ , . �► • ,: n Fan unit It I. '�' '� . y Ty' Compliant with ISO 7779 Acoustic ° , Sprint % ** * a Il No •.7%. aull imam' WCDMA : E1/T1: up to 8 PCM ports (120 ~•ft ohms, 100 ohms or 75 ohms via an external Electrical Data adapter) 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) a RBP (user Rack Back Plane): supports all internal links between the CCM- Protocols : ATM IP, Hybrid Iub 2 INDUSTRIAL ROAD .. U(s) and CEM U(s) modules; and FAIRFIELD, NEW JERSEY 07004 t,,,N4 LTE eCCM2: Gigabit Ethernet ports THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND A. w RUC (Rack User Commissioning): fan unit commissioning of non-volatile (Electrical or Optical) COPYRIGTHED SPRINT SPECTRUM L.P. ANY DUPLICATION OR USE � memOries, and fan alarms. Compliant with ETSI EN 300 386 & 47 CFR WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. Part 15 ` * ,, ; '` • ' '`, 4 "'' The BBU can be deploy with distributed Remote Radio solutions, 3G & LTE, WCDMA: BBU will support up to 1536 users h l • d. '.�' with 4U (768 with 2U) e ui ed with eCEM-u Europe : Compliant with EN 60950-1 * "' to minimize feeder loss: q P P P ►, RRH in WCDMA mode with single or double Transmit capability, MIMO LTE eCCM2: Support of 5000 users Others : Compliant with UL 60950-1 & 2x2 with 2Rx diversity. dependent upon traffic model CAN/CSA C22.2 No.60950-01 RRH in LTE mode with double Transmit capability, MIMO 2x2 with 2Rx CE Mark & CSA/UL Mark t' /F E. WCDMA: up to 450 Mbps aggregated O L- r or 4Rx diversity UL/DL throughput S-c''''. s European EMC directive 89/336/EEC and '< �� . 0 Ready for RRH in LTE mode with 4 Transmit capabillity, MIMO 4x4 LTE eCCM2: 1.1GBps of Si traffic on the new European EMC Directive 2004/108/EC. i- ' f4,,., , Deployment of the RRH in tower top or remote from antenna controller (up to 1.8GBps HW ready) c� } k The 9926 BBU enables wireless operators to deploy a W-CDMA or LTE LTE bCEM supports up to 450 Mbps '�' network with a zero footprint product as it can be integrated in any cabinet Feeder antenna sharing capable with legacy Macro BTSs Li 20MHz 2x2 MIMO, 150Mbps x 3 ecto s) o � c;``7 0 �/ where a 2U/4U and 19 slot is available, allowing operators to reduce their Support for TMA/TTLNA '�' at`� Total Cost of Ownership (TCO). Distributed installations can provide an Each modem will support: - ��ssa- 7A,k/ 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: 6 sector-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 in WCDMA: up to 6 CPRI rate 4 links NICHAEL L, BOHLINGER P.E. new spectrum bands as well as offering a smooth evolution path for NY LICENSE #75700 LTE eCCM2: 9 x CPRI Rate 5 links (or, 6 x .,,10111 currently deployed GSM, WCDMA/HSPA and CDMA/EV-DO networks. rate 7 as option) KN CONSULTING ENGINEERS, INC. -.01101111111 9 SOREST LANE The 9926 BBU offers numerous deployment options, the most typical being SWING NEW JERSEY 08628 In a legacy cabinet (GSM, WCDMA, CDMA) In a 19 inch rack or other enclosure suclh as the Alcatel-Lucent f Skynet Wireless Group LightRadio cabinet 11.11.7... Al _ Pole and wall mounted in a distributed architecture with RRHs near the antennae (refer to Error! Reference source not found.) In affiliation with Skynet Design Group Corp. I205 ROUTE 46 WEST SUITE 10 As an integral component connected to Macro RF modules TOTOWA, NJ 07512 •• 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 be 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 RF Units and adding Channel cards (up to a maximum of 3 for 2U units, and N Y 0 7 X C 7 8 9 6 for 4U units). This solution can be easily deployed to cover hotspots. 2 , 5 EQUIPMENT The 9926 BBU includes the upgraded controller board and the baseband processing boards (modems). 9926 BBU is available in 2 form factor: very DEPLOYMENT C D'S 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 to 9 remote radio modules per fiber with daisy chain mode. About Alcatel-Lucent ROUTE 25 & P E C O N I C LANE Alcatel-Lucent (Euronext Paris and NYSE: ALU) provides solutions that enable service providers, enterprises and governments worldwide, to deliver voice, S 0 U T H 0 L D, N Y 11971 The Digital 2U or 4U unit consists of four types of hardware boards: p p b 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 more information,visit Alcatel-Lucent on the Internet: http://www.alcatel-lucent.com. Copyright Cdr 2013 by Alcatell-Lucent.All Rights Reserved. September, 2010 C A B I \ E T DETAILS Alcatel . Lucent CO Alcatel • Lucent 6 5/29/14 SK-***** 1 DROPOSED 9929 VT- STS OUTDOOR CA5I \ ET CAC AD A-9 SCALE: \,T,S, A- 1 2 INSTALL SPRINT 2.5 RRU UNIT (TYP 1 PER SECTOR) INSTALL NEW 1-1/411 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) / �� A ri...-1 B 6-5-14 ISSUED FOR CONSTRUCTION / \ A 5-29-14 ISSUED FOR REVIEW A. , __/ ///////////////17//////// - -41: ///4///' ), Sprinti• /, EXISTING / RADIOS (BY ke.,004 ,/ EXISTING SPRI OTHERS) / NT SECTOR GROUND BAR EXISTING SPRINT 200A ✓ /lAtipPPC POWER ENCLOSURE / TO BE UTILIZED (TYP) r���; `�jam, SPRINT SPECTRUM L.P. EXISTING SPRINT 2 INDUSTRIAL ROAD / ANTENNA (TYP 1 PER fAIRFlELD, NEW JERSEY 07004 SECTOR) THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND EXISTING / COPYRIGTHED SPRINT SPECTRUM L.P. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. RADIOS (BY / EXISTING SPRINT OTHERS) / TOWER MOUNT EXISTING (2) SPRINTCV , GROUND NEW SPRINT EQUIPMENT EQUIPMENT CABINETS tea --' INSIDE EXISTING CABINETS TO pi., MOUNTED IN BASEMENT 6 L BOF'" .. ,. EXISTING INTERNAL CABINET / y,, K GROUND BARS r. �,. ,La m 5' '' . .. ,:i,1 'v:'.?,‘2 TYPICAL ANTENNA GROUNDING DETAIL f � r :' EXISTING TELCO BACKBOARD EXISTING EXISTING E-1 SCALE: N.T.S. r BATTERY BTS i EXISTING 47,�e_ ``EXISTING CABINET CABINET �� 5 �s�- EXISTING (3) 1-1/4" POLICE � j :/ HYBRIFLEX CABLES TO ` POLICE STORAGE & REMAIN STORAGE J DESK 1\ MICHAEL L. BOHLINGER P.E. PROPOSED (1) 1-1/411 HYBRIFLEX GROUNDING NOTES: NY LICENSE #75700 CABLE TO BE ROUTED WITH EXISTING CABLES IN EXISTING EXISTING KM CONSULTING ENGINES RS, INC. POLICE 9 FOREST LANE SPRINT UNDERGROUND CONDUIT 1. CONTRACTOR TO ENSURE PROPER SEQUENCING OF GROUNDING RADIO AND UNDERGROUND EWING NEW JERSEY 08628 CONDUIT INSTALLATION TO PREVENT ANY LOSS OF CONTINUITY IN THE :� V/Z// /// ' ' �� ` ///////, // // GROUNDING SYSTEM AND/OR DAMAGE TO THE CONDUIT. r Skynet • _ �, �. mrd.' 1 'E'less #! 2, ALL EXTERIOR GROUND CONDUCTORS SHALL BE #2 AWG SOLID TINNED COPPER __ • UNLESS NOTED OTHERWISE, In affiliation with Skynet Design Group Corp. 3. ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC (CADWELD). INSTALL (1) NEW 2" RIGID CONDUIT205 ROUTE 46 WEST SUITE 10 FOR POWER AND FIBER 4. ALL GROUND CONNECTIONS ABOVE GRADE AND/OR INTERIOR SHALL BE TOTOWA, NJ 07512 EXISTING COAX EXISTING SPRINT EXISTING NV CONDUIT COMPRESSION TYPE, TWO-HOLE LUGS OR DOUBLE-CRIMP "C" TAPS, Imminnommommiummimmimimmi 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 SK CONNECTIONS ARE MADE. 6. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED (i 0 EQUIPIVENT UTILITY & GROUNDING PLAN SCALE: N.T.S. 5 OHMS, 7. WHERE GROUNDING CONNECTIONS ARE MADE TO PAINTED METAL SURFACES, NYO7XC7S9 PAINT SHALL BE REMOVED TO BEAR METAL TO ENSURE PROPER CONTACT AND NORTH RESTORED/PAINTED TO ORIGINAL FINISH, 8, GROUND DEPTH SHALL BE 30" MINIMUM BELOW FINISHED GRADE, OR 611 BELOW 2 . 5 EQUIPMENT FROST LINE, WHICHEVER IS GREATAER. DEPLOYMENT CD'S LEGEND: ROUTE 25 & PECONIC LANE SOUTHOLD, NY 11971 - EXISTING GROUND CABLE - - PROPOSED GROUND CABLE EQUIPMENT UTILITY & A MECHANICAL CONNECTION GROUNDING PLAN • EXOTHREMIC CONNECTION 5/29/14 SK_***** E E PROPOSED ELECTRIC CAC AD E- 1 ? \I ,i/z. D . iii,I, 1,.'...%..f.; ':-..(-_)_'D CI.) )-1,:i.:•-(_:.)i---;I.,.."./-11-1 GF"::::-L-N, .,--- ,..-/ ‘-_:,00V -1 1%61\I ' '.1:1 j. ATI C.);\ __ ,.--- -i-11-------ii-- , //: / CON 1 C[- 511'r:441-1-) ,,._.,-.. li. 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C A f_iLl' . -\Th. r'.; r:-4-- ': , L 4111 GROUNDING CONDUCTOR INSTALLATION SCALE: NTS, WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. _ _ 'N' ( ,i,".4„0,,,',- & Kr.),f P,..5. i' [', -,... LL 111„'::: - ____ - - 1 ',, ''' , (,-,.:', -;./•.' ".1 „ .....1.. ... ._ -:-,- ,..,- . \ ------- ... 111ININEM ,MINIIIIIIII! IMMENNOMMIMICHAEL L. BOHLINGER P.E. 1 0 ODNADE Out= 0 400ir E'--,,,._:V(1:_'-3..t1) 7. .11) () - t NY LICENSE #75700 cioL,t. -I Y . ..... V *: D - ....... "- '..5 EC-0-7,. ciAKM CONSULTING ENGINEERS, INC. F.: V1-1N(`_-; N PO1 L D 1"E:-Y MIV7.5 """"1"."."*_-' - N'D IJS 1.-.1'..,LIN''' ' Ill ir I , -0„0 :34.,F-,!5. __ . -PN., F. \ # , -'- 9 FOREST LANE EWING NEW JERSEY 08628 cAbik.f- )k lat.-. - 7 4); IN5. OK AF1=-'" (-Y./-7.) ,, Skynet Wireless Group Fir . •=10 IMI \ . %.,, \ ., . --- FY5 i- NG "1 R ' I I I I T. CO rc I.:;Li:::T 0 F.". N.5-.11.A1 I 0`.1 --.N L.:::-' - INTA . 7'''.. CO N 1--.;LI C1 0 - ,. \,, .. 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(.::r< ;f7'. 6,..-1.) -- '-_:.-31-'1,J IN 0 I -,_,-- -- I- -...U11:-(__ Sprint i I---.K.1 V. 02 ) I •-t -' • `-'-- I C) LIGI-11 I -i _ ,f N MAN UFAC,-I-_ L) NEW 2.5 CABINET (6 P , L .o re fr.,'[3R. I_F.7 5 ' K.7 r...: IL.T. I I 1 I L..7 L.,.iC......,_ ON 2 100 I I .1 I 1 ------ iR..rt rIV..1---:cZ, SPRINT SPECTRUM L.P. 2 INDUSTRIAL ROAD FAIRFIELD, NEW JERSEY 07004 THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND COPYRIGTHED SPRINT SPECTRUM L.P. ANY DUPLICATION OR USE 0 DC ONE LINE DIAGRAM AC PANEL SCHEDULE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED, SCALE: NTS. SCALE: N.T.S. ,7,-2;.,F ,,,,, ( ( •, :',,,, ,,,,,/ faLh sec.I or bas w )al ate Hlybi'flex cable I-I yhT ids <abiti 1 idining 4.is fonows: ,,, -- '7A//t/ AI PHA F1Fil fil LA - 1112i COMMA- HE .,- -....., =1::.;.t7.0 DAN:,-.) ( ' '3 00.C.0()) --+ RADIO NUMbr.R. V .1.,-, 11,,Hor '11,, , 1 ,1 .1,-1 ! ,- ',,. i \ , „- .t.X .-zTING 200A e// MI: ) L ( ' F _.,- TY15TINa; 200A ..-7-A'.__L_ N h,tv 2•:3 1, MICHAEL L. 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E-3 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, THE ISSUANCE OF WORK ORDER. AND FEED ORIENTATION INFORMATION SHALL BE DESIGNATED ON THE CONSTRUCTION PRECEDENCE: 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 WIRELESS SITES AND THE CONSTRUCTION DRAWINGS INFORMATION ON THE DEBRIS AND TRASH. AT THE COMPLETION OF THE WORK, CONTRACTOR SHALL REMOVE THAT THE BOTTOM STRUT IS LEVEL. THE PIPE MOUNTS SHALL BE PLUMB TO 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 HYBRID CABLE INSTALLATION: CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDINGA. THE CONTRACTOR SHALL ROUTEAND INSTALL ALL CABLES AS B 6-5-14 ISSUED FOR CONSTRUCTION , TEST, WITH CONSTRUCTION. SECTION 01 400 - SUBMITTALS & TESTS INDICATED ON THE CONSTRUCTION AND IN ACCORDANCE WITH THE A 5-29-14 ISSUED FOR REVIEW MANUFACTURERS RECOMMENDATIONS, ON-SITE SUPERVISION: ALTERNATES: 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 SPRINTS 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. cy;), PROCEDURES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. WRITING. NO VERBAL APPROVALS WIL BE CONSIDERED. Sprint, C. EXTREME CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE CABLES DURING 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 FAIRFIELD, NEW JERSEY 07004 A. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. PROVIDE ALL MATERIALS FOLLOWING; 2. FASTENING INDIVIDUAL FIBER AND DC CABLES ABOVE BREAKOUT THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND ENCLOSURE (MEDUSA), WITHIN THE MMES CABINET AND ANY INTERMEDIATE COPYRIGTHED SPRINT SPECTRUM L.P. ANY DUPLICATION OR USE AND LABOR AS REQUIRED TO PROVIDE A COMPLETE AND FUNCTIONING SYSTEM, 1. 1COAXIAL CABLE SWEEPS AND FIBER TESTS PER TS-0200 (CURRENT DISTRIBUTION BOXES: WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, VERSION) ANTENNA LINE ACCEPTANCE STANDARDS. 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 .__. ;�r DOWNTILT MUST CONFORM WITH RF CONFIGURATION DATA. MANUFACTURED BY TEXTOL OR APPROBED EQUAL, TO FINISH SURFACES UNLESS NOTED OTHERWISE. MODIFICATIONS MAY BE `, Eo 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL CORRECTIONS TO 0 -. N__ ; ' -:. REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS ANY WORK INDENTIFIED AS UNACCEPTABLE IN SITE INSPECTION b. DC SUPPORT DC BUNDLES WITH ZIP TIES OF THE ADEQUATE LENGTH. �j a. ......„,,,`.:,;,;,-/- ,, ~y' Y 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 ' C. MARK THE FIELD SET OF DRAWINGS IN RED, DOCUMENTING ANY CHANGES FROM 4. ALL TESTING REQUIRED BY APPLICABLE INSTALLATION MOPS, STRENGTH AT 12,000 PSI AS MANUFACTURED BY NELCO PRODUCTS OR 4 EQUAL. F., p , ' '. THE CONSTRUCTION DOCUMENTS. C. REQUIRED CLOSEOUT DOCUMENTATION INCLUDES, BUT IS NOT LIMITED TO THE 3. FASTENING JUMPERS, SECURE JUMPERS TO THE SIDE ARMS OR HEAD . ,.' `�; o. ,, ; FOLLOWING FRAMES USING STAINLESS STEEL TIE WRAPS OR STAINLESS STEEL METHODS OF PROCEDURE (MOPS) FOR CONSTRUCTION; BUTTERFLY CLIPS. n977- 7/0y CONTRACTOR SHALL PERFORM WORK AS DESCRIBED IN: 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. a. INSPECT CABLE PRIOR TO USE FOR SHIPPING DAMAGE, NOTIFY THE B. CABLE LABELING EN-2012-00 3. SCALABLE BARCODE PHOTOGRAPHS OF TOWER TOP AND INACCESSIBLE CONSTRUCTION MANAGER. C. APPLICABLE INSTALLATION MOPS IDENTIFIED ELSEWHERE IN THE CONTRACT SERIALIZED EQUIOPMENT. MICHAEL L. BOHLINGER P.E. 4, ALL AVAILABLE JURISDICTIONAL PERMIT AND OCCUPANCY INFORMATION. b. CABLE ROUTING; CABLE INSTALLATION SHALL BE PLANNED TO ENSURE NY LICENSE #75700 DOCUMENTS 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, mar CONSULTING ENGINEERS, INC. SECTION 01 200 - COMPANY FURNISHED MATERIAL AND EQUIPMENT: AS-BUILT DRAWING PRODUCTION. FOREST LANE 7. LIEN WAIVERS. c. HOIST CABLE USING PROPER HOISTING GRIPS. DO NOT EXCEED ING NEW JERSEY 08628 8. FINAL PAYMENT APPLICATION. MANUFACTURER'S RECOMMENDED MAZIMUM BEND RADIUS, A. COMPANY FURNISHED MATERIAL AND IS IDENTIFIED ON THE RF DATA SHEET IN 9. REQUIRED FINAL CONSTRUCTION PHOTOS. r''10. CONSTRUCTION AND COMMISSIONING CHECKLIST COMPLETE WITH NO (- , Skynet Wireless Group THE CONSTRUUCTION DRAWINGS DEFICIENT ITEMS. 5. GROUNDING OF TRANSMISSION LINES: ALL TRANSMISSION LINES SHALL BE wef B. CONTRACTOR IS RESPONSIBLE FOR SPRINT PROVIDED MATERIAL AND EQUIPMENT 11. APPLICABLE POST NTP TASKS INCLUDING DOCUMENT UPLOADS COMPLETED GROUNDED AS INDICATED ON DRAWINGS. In affiliation with Skynet Design Group Corp. TO ENSURE IT IS PROTECTED AND HANDLED PROPERLY THROUGHOUT THE IN SITERRA (SPRINTS DOCUMENTS REPOSITORY OF RECORD) 6. HYBRID CABLE COLOR CODING: ALL COLOR CODING SHALL BE AS 205 ROUTE 46 WEST SUITE 10 CONSTRUCTION DURATION. 12. CLOSEOUT PHOTOGRAPHS AND CLOSEOUT CHECKLIST, SPRINT WILL REQUIRED IN TS 0200 (CURRENT VERSION). TOTOWA, NJ 07512 C. CONTRACTOR IS RESPONSIBLE FOR RECEIPT OF SPRINT FURNISHED EQUIPMENT PROVIDE SEPARATE GUIDANCE. 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 SK- PRACTICE. 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, INSTALLATION, AND TESTING OF COAXIAL FIBER CABLE. B. INETHODS. ALL STALLATIONSEMUST D I BE DONE INNG ONE OF ACCORDATHE �CENWI G MH THE MANUFACTURERS 2 . 5 EQUIPMENT RECOMMENDATIONS AND INDUSTRY BEST PRACTICES, ANTENNAS AND RRH'S: ENCOMPASS CONNECTOR IN COLD SHRINK TUBING AND DEPLOYMENT CD'S THE NUMBER AND TYPE OF ANTENNAS AND RRH'S TO BE INSTALLED IS DETAILED ON 1. COLD SHRINK: THE CONSTRUCTION DRAWINGS, PROVIDE A DOUBLE WRAP OF 2” ELECTRICAL TAPE EXTENDING 2" BEYOND TUBING. PROVIDE 3M COLD SHRINK CXS SERIES OR EQUAL. ROUTE 25 & PECONIC LANE HYBRID CABLE: 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 SPECIFICATIONS 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. SUPER-FLEX CABLES ARE NOT ACCEPTABLE. JUMPERS BETWEEN THE RRH'S AND 5/29/14 ANTENNAS OR TOWER TOP AMPLIFIERS SHALL CONSIST OF 1/2 INCH FOAM 4, OPEN FLAME ON JOB SITE IS NOT ACCEPTALBE DIELECTRIC, OUTDOOR RATED COAXIAL CABLE, MIN, LENGTH FOR JUMPER SHALL BE SK-***** 101-0". CAC REMOTE EILECTRICAL TILT (RET) CABLES: AD MISCELLANEOUS INSTALL SPLITTERS, COMBINERS, FILTERS PER RF DATA SHEET, FURNISHED BY sin- i SPRINT. SECTION 1 1 800 - INSTALLATION OF MULTIMODAL BASE STATIONS SECTION 26 100 - BASIC ELECTRICAL REQUIREMENTS SECTION 26 200 - ELECTRICAL MATERIALS AND EQUIPMENT (MMBSI 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 BY 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 WITIH 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 B 6-5-14 ISSUED FOR CONSTRUCTION AND PROVIDE ALL LABOR REQUIRED FOR INSTALLATION EQUIPMENT IN EXISTING EQUAL. A 5-29-14 ISSUED FOR REVIEW C MATERIALS AND EQUIPMENT: ALL MATERIAL AND EQUIPMENT SPECIFIED IN CABINET OR NEW CABINET AS SHOWN ON DRAWINGS AND AS REQUIRED BY THE 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 • ct)). A. MANUFACTURED STRUCTURAL SUPPORT MATERIALS: SUBJECT TO COMPLIANCE WALLS AND CEILINGS. EMT SHALL BE MILD STEEL, ELECTRICALLY WELDED, ELECTRO-GALVANIZEDSpn nt DC CIRCUIT BREAKER LABELING WITH REQUIREMENTS, PROVIDE PRODUCTS BY THE FOLLOWING: OR HOT-DIPPED GALVANIZED AND PRODUCED TO ANSI SPECIFICATION C80.3, FEDERAL 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. SPRINT SPECTRUM L.P. 2. B-LINE SYSTEM 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. FAIRFIELD, NEW 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 & BETTSCOPYRIGTHED SPRINT SPECTRUM L.P. ANY DUPLICATION OR USE PROTECTED AND SUPPORTED AS REQUIRED BY NEC. MANUFACTURERS OF FLEXIBLE CONDUITS WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. SHALL BE CAROL, ANACONDA METAL HOSE OR UNIVERSAL METAL HOSE, OR APPROVED EQUAL. B. FASTENERS TYPES, MATERIALS AND CONSTRUCTION FEATURES AS FOLLOWS: 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. A. AT ENTRANCES TO CABINETS OR OTHER EQUIPMENT NOT HAVING INTEGRAL THREADED HUBSI -B, ``. h,,. 3. FASTEN BY MEANS OF WOOD SCREWS ON WOOD. PROCIDE METALLIC THREADED HUBS OF THE SIZE AND CONFIGURATION REQUIRED. HUB SHALL "`6 r- '\ - °. INCLUDE LOCKNUT AND NEOPRENE 0-RING SEAL. PROVIDE IMPACT RESISTANT 105 DEGREE C t , PLASTIC BUSHINGS TO PROTECT CABLE INSULATION, 4. TOGGLE BOLTS ON HOLLOW MASONRY UNITS. B. CABLE TERMINATION FITTINGS FOR CONDUIT: � Mt, A ; �, 7; 5. CONCRETE INSERTS OR EXPANSION BOLTS ON CONCRETE OR SOLIDR, xKti. M. MASONRY. 1. CABLE TERMINATORS FOR RGS CONDUITS SHALL BE TYPE CRC BY O-Z/GEDNEY OR EQUAL BY ;titi',= -.=}., 7i/y 6, MACHINE SCREWS, WELDED THREADED STUDS, OR SPRING-TENSION CLAMPS ROXTEC. 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 8. DO NOT WELD CONDUIT, PIPE STRAPS, OR ITEMS OTHER THAN THREADED ALLOY, HEAVY DUTY, WEATHERPROOF, DUST PROOF WITH GASKET, PLATED IRON ALLOY COVER AND STUDS TO STEEL STRUCTURES, STAINLESS STEEL COVER SCREWS, CROUSE-HINDS WAB SERIES OR EQUAL. ciAKM 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 EWING NEW JERSEY 08628 SCREWS. BODIES SHALL BE OF THE CONFIGURATION AND SIZE SUITABLE FOR THE APPLICATION. PROVIDE CROUSE-HINDS, FORM 8 OR APPROVED EQUAL. ,-- SUPPORTING DEVICES: II II CROUSE-HINDS, -'� ���� Wireless Group E. MANUFACTURER FOR BOXES AND COVERS SHALL BE HOFFMAN, SQUARE D , 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. 205 ROUTE 46 WEST SUITE 10 SUPPLEMENTAL GROUNDING SYSTEM TOTOWA, NJ 07512 B. COORDINATE WITH THE BUILDING STRUCTURAL SYSTEM AND WITH OTHER A. FURNISH AND INSTALL A SUPPLEMENTAL GROUNDING SYSTEM TO THE EXTENT INDICATED ON THE TRADES. DRAWINGS. SUPPORT SYSTEM WITH NON-MAGNETIC STAINLESS STEEL CLIPS WITH RUBBER GROMMETS. GROUNDING CONNECTORS SHALL BE TINNED COPPER WIRE, SIZES AS INDICATED ON C. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, FASTEN ELECTRICAL ITEMS 9K - 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, ENSURE THAT THE LOAD APPLIED BY ANY FASTENER DOES NOT EXCEED B. SUPPLEMENTAL GROUNDING SYSTEM: ALL CONNECTIONS TO BE MADE WITH CAD WELDS, EXCEPT NY07XC789 25 PERCENT OF THE PROOF TEST LOAD. AT EQUIPMENT USE LUGS OR OTHER AVAILABLE GROUNDING MEANS AS REQUIRED BY 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 CONDUIT AND CONDUCTOR INSTALLATION: BOARD, SPRINT SPECIFICATIONS A. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED STRAPS 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 AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES, CONDUIT SHALL BE SK-am** 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 ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON AD 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