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yi1FFQ(,r`c< Town of Southold Annex 11/17/2014 P.O.Box 1179 �? 54375 Main Road • Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37276 Date: 11/17/2014 THIS CERTIFIES that the building WIRELESS COMMUNICATION SYSTEMS Location of Property: 165 Peconic Ln, Peconic, SCTM#: 473889 Sec/Block/Lot: 75.-5-14.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/24/2013 pursuant to which Building Permit No. 37945 dated 4/16/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: modification to existing wireless telecommunications facility and equipment cabinet for Sprint as applied for The certificate is issued to Town of Southold (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37945 7/29/2014 PLUMBERS CERTIFICATION DATED "tSign e TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37945 Date: 4/16/2013 Permission is hereby granted to: Town of Southold 53095 Route 25 PO BOX 1179 Southold, NY 11971 To: permit Sprint to modify an existing wireless telecommunications facility & add equipment cabinet At premises located at: 165 Peconic Ln, Peconic SCTM #473889 Sec/Block/Lot# 75.-5-14.1 Pursuant to application dated 1/24/2013 and approved by the Building Inspector. To expire on 10/16/2014. Fees: WIRELESS COMMUNICATIONS -MODIFICATIONS $500.00 CO -ACCESSORY BUILDING $50.00 Total: $550.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15..000 Date. V— t New Construction: Old or Pre-existing Building: (check ones) Location of Property—ZrQ House No. Street Hamlet Owner or Owners of Property: N bw_ > Suffolk County Tax Map No 1000, Section 7 '�_ Block .5 Lot Subdivision Filed Map. Lot: Permit No. �J 7 5` Date of Permit. ��'�G r�� Applicant:(,: (y-��— kg�i LJn.,�� ^� Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 526 licant Signature SO(/jyOlo Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 roger.richertCaD-town.southold.ny.us Southold,NY 11971-0959 2"rCDU - N , BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Southold Police Dept Address: 41405 Rt 25 (165 Peconic Ln) City: Peconic St: NY Zip: 11958 Building Permit#: 37945 Section: ]j Block: 5 Lot: 14.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: License No: SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: UPGRADE SPRINTS WIRELESS COMMUNICATION FACILITY--to incude- Sprint junction box,6-25a-48v circuit breakers,battery cabinet,BTS cabinet,supply a/c power and convert to d/c for all required equipment Notes: Inspector Signature: Date: July 29 2014 81-Cert Electrical Compliance Form.xls <� 3►�Of S0(/l�o TOW F SOUTHOLD BU G DEPT. 765.1802 1 PECT [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 ATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE ` l INSPECTOR r FnM,D JN2gmg=xv SRT DATA Cownams FOUNDATION(1ST) FOUNDATION(2ND) d ROUGH FRAKWQ& Z H PLUMBING � —PC, O y INSULATION PER N.Y. � STATE ENERGY CODE • 4 FINAL ADDITIONAL COMMNTS MIL y O Q O Z C TOWN OF 1vQUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUIL1<3FNG DEPARTMENT TOWN HALL Do you have or need the following,before applying? SOUTHOLD,NY 11971 Board of Health TEL: (631) 765-1802 4 sets of Building Plans FAX: (631) 765-9502 Planning Board approval_________ So utholdTown.Norffork.net PERMIT NO. I Survey Check Septic Form N.Y.S.D.E.C. C E, 11 �W Lg Trustees Examined �� ,20 I L I1 J L Flood Permit Storm-Water Assessment Form Approved ,201 JAN 2 5 2013 act' Mail to: �u�PA Disapproved a/c ,--- BLDG_DEPT � 't TOth1 'OF SOL�THOtD Phone: �p3�- Q �— -� " 0 Expiration________.—�D/t (t 20_ / � C,�p Ul �l�Ir1V�� Building Inspector APPLICATION FOR BUILDING PERMIT Date 20_1- INSTRUCTIONS —' 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. (Siximirure of applicant or name,if a corporation) sS'S0 Q�,4 o Ss� ice'"i It (Mailing address lof applicant) State whether applicant is own r, lessee agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) if appli t is a c r oration, si nature of dul aut orize officer (Name and title of corporate officer) Builders License No. Plumbers License No. P r4 Electricians License No. ASl A- Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Block Lot T 1 Subdivision Filed Map No. Lot Y 2. State existing use and occupancy of premises and intended use nd occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition AlterationRe air Removal _Demolition Other Worker e � > 4. Estimated Cost Fee (Description) bpaid on f 5. If dwelling, number of dwelling units LJA- Number of dwelling(units on each floorg this application) 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 1 I. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO l` Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Addresss'�pq� aJ Phone No ^ l -- Name of Architect -dam es Address( � C+ v�.4�cn,,.,�,,, phone No �'l—�1�_Cxo L Name of Contractor - Addresslw �n 1at Phone No.ZO i-2 fl 4To1-0 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY PEREQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * 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_)Q * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ik�w being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 42AA V (Contractor,Agent, 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. Swprip to before me tlN LA day of 20_'_ LA/V-'.�---�::,.Victoria Brennan, Esq Nota PublicPublic, State of New Notary No.02BR6072822 Signature of Applicant Qualified in Nassau County Commission expires April 15,201 , i FOR INTERNAL USE ONLN` 1 SITE PLAN USE DETERMINATION Initial Determination Date Sent: l Date: l I �� I /J �c, �- Project Name.o�n � Project Address: a ��Cer►��' Suffolk County Tax Map No.:1000-1,� - Zoning District: Request: (Note: Copy of Building Permit Application and supporting documentation as to proposed use or uses should be submitted.) i Initial Determination as to whether use is permitted:T 9� — Initial Determination as to whether site plan is required:�°� Sig ature of Building Inspector Planning Department (P.D.) Referral: F � _ _ P.D. Date ReceiReceived: 6 Date of Comment: WIE Comments: t Signature of PlanningDept. ffReviewer Final :Determination Date: � !!! APR 12 2013 J Decision: U BLDG, DEPT. RinnattirP of Ruildina InsnPr:tor MAILING ADDRESS: PLANNING BOARD MEMBERSOF S�Ur P.O. Box 1179 DONALD J.WILCENSKI O�� y�l Southold,NY 11971 Chair h � OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY G 54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR �lif'`ONN, � Southold, NY Telephone: 631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza,AICP, Plann g D95ctor L Date: April 12, 2013 Re: Planning Department Report SprintPCS Wireless LTE modifications and upgrades SCTM#1000-75.-5-14.1 41405 Route 25, Peconic As an addendum to the attached SPUD, the Planning Department has conducted a review of the proposed LTE 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 LTE modifications and upgrades are in compliance with the General Requirements of§280-70, therefore we recommend a building permit be issued for this application consistent with the construction drawings dated January 18, 2013. Thank you for your cooperation. MAILING ADDRESS: PLANNING BOARD MEMBERSP.O. Box 1179 DONALD J.WILCENSKI O``'of so 01 Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY G Q 54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR OlyIrOUNV Southold,NY Telephone:631 765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD T', = MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza,AICP, Planning Director Date: April 30,2013 Re: Planning Department Report SprintPCS Wireless LTE Modifications and Up-grades SCTM#1000-75-5-14.1 41405 Route 25, Peconic The Planning Department has received a revised report from our Wireless Technical Consultant, Cityscape, Inc., regarding the proposed LTE modifications for the subject site referenced above. The revised report(see attached) details minor differences from the original report that does not affect the issuance of a Building Permit, therefore; no further action is necessary and the report has been provided for you to be documented in your official file. Thank you for your cooperation. Of S�jyo <o Town Hall Annex J Telephone(631)765-1802 54375 Main Road �RRA�YY(681)7�.gg3��gg P.O.Box 1179 roger liCher-OHO'S's)ouUlortl ny us Southold,NX 11971-0959 I. BUMDING DEPARTMENT TOWN OF SOUTHOLD i. APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: eh i&m,n ��r Date: fi�� Q L Company Name: Name: License No.: Address: �5= or ce j Phone No.: JOBSITE INFORMATION: (*Indicates required information) j i *Name: i *Address: */11D5 /-�tx./�� 2 /teec0 i . /V�'' �,�.lr. -,0 *Cross Street: L ~' *Phone No.: i Permit No.: [�5 Tax Map District: 1000 Section: �,� Block:�_ Lot: f / *BRIEF DESCRIPTION OF WORK(Please Print Clearly) AY , 137S (Please Circle All That Apply) *Is job ready for inspection: ES�NO Rough In ina *Do.you need a Temp Certificate: . YES. . Temp Information(If.needed) *Service Size: 1 Phase 312hase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form Kx� �b Y9 O��pf SO(/lyo! � o Town Hall Annex i Telephone(631)765-1802 54375 Main Road • aoisut�o�dP.O.Box 1179 roger. chert ny usG� Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION i REQUESTED BY: Ron Blom Date: 7/24/14 Company Name: pd ssia Global Communications • Name: Ron doom License No.: Address: 25-72 Borough Place Woodside NY 11377 'Phone No.: (917) 837-8232 I JOBSITE INFORMATION: (*Indicates required information) *Name: Southold Police Department *Address: 41405 NYS Route 25, Peconic NY 11958 *Cross Street: Peconic Lane *Phone No.: (631) 765-2600 Permit No.: 37945 I. Tax-Map District: 1000 Section: 75 - Block: 5 Lot: 14.1 *BRIEF DESCRIPTION OF WORK (Please Print Clearly) Upgrade Sprint's eaistinp public_ utility wireless communication facility as more specifically depicted on the field dr ng_ (Please Circle All That Apply) *Is job ready for inspection: YES/UP Rough In Final *Do-you need a Temp Certificate: 2MNO 1 Temp Information(if needed) ' I . *Service Size: 1 Phase 3Phase 100 150 200 300 360 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION ` �. .82=Request for Inspection Form (� U _ c, i pF SO(/ryQl 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CIO • Q Southold,NY 11971-0959 'Q 1�Pin UNV,� BUILDING DEPARTMENT TOWN OF SOUTHOLD July 15, 2014 V. Brennan 5550 Merrick Road, Suite 302 Massapequa, New York 11758 RE: Town of Southold (Sprint), 41405 Route 25 (aka 165 Peconic La), Peconic, New York 11958 TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) --)&/,.Electrical Underwriters Certificate. 1 � A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) + l i I 1 I I 4 Final Planning Board Approval. (Planning#765-1938) NoY^\J�'w - Final Fire Inspection from Fire Marshall. �� CAS S0 Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: Z-37945 Bunch, Connie From: Cummings, Brian A. Sent: Friday, November 14, 2014 3:01 PM To: Bunch, Connie Subject: RE: Sprint Thank you, Connie. I inspected the monopole on October 301h and verified that the feed lines were installed on the interior of the pole, as per the SPUD addendum sent by the Planning Dept. September 23, 2014. Please let me know if you need anything else. Brian Planner Southold Town Planning Department 53095 Route 25 P.O. Box 1179 Southold, NY 11971 Phone: (631)765-1938 E-mail: brian.cummings@town.southold.nv.us From: Bunch, Connie Sent: Friday, November 14, 2014 8:21 AM To: Cummings, Brian A. Subject: Sprint Hi Brian, Mike wants something in the file from Planning before we process the C/O. If you just wanted to email me something that would be fine. Thanks, Connie 1 SU%VEY OT PROPERTY STPUM'E SO'Uq-VO.-v -11 q-JoWq�fOT SOZ!WOLD SfUPFOL'K C0V?Arjf, TfEW YOR.x me SCTM S 1000-75-5.14.1 AREA■ SOFT p 1IL27 A RES W � W ea� i .sem t�aC ",. � •-eorKiM a+tlwrvlr rain IIdeal w 0 100, `n '> W rlrMrA w w 0 3 t , bm �„t t10K:x nlcslpecr CAM iWal" MA"MUM f11 u�' sures:sawwai �? ,/lot a Cl 0100"f Ia ' t'11► 6 IMAs OG MueWu r aurc MAW u7W;t 1}... 'WA i * «YII'W XArmy#*%.rwtooi 'i11r�l141. � ■.'r r � MM ` .NMI w•Mi�iA.ayYd.. � ULT drgynbr � � Ina sws � ., � t0' 1t ab wo u l tl� wool c A11� �..�''' �-'.j to, ! Nee► .'" ��+� are IMM aw•R telt YI �rr'+ wus lawr A�wNL1 • -ter - oMI�T1'� '11141 ti i low {r }tJ' 4 %%!k � �N x rr11 'lox «M 041 «pt'-1 + , o` •�� M mn 911 loom IF Aw*v A v OSMAN i p'WK+�i► I t�� jpwa\arsiare�' SUN 40 $43*39,5��tN 61.64' van j• .t Soo 000,w 177-AV ROAD`' MAIN 25 f �K J- R r I '• ; � �, JOHN"LLACHER LAND SURVEYOR •� �Irr O8 FLOM"GE OWE MANORVILLE.N.Y. 11949 SURVEYED:OCTOBER 30. 2003 (631 )874-0400 ..L.rn MID ACORO® CERTIFICATE OF LIABILITY INSURANCE DATE(M01124/20013113 YYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Marsh USA,Inc. NAME: AX 1166 Avenue of the Americas PHONE A1C No): New York,NY 10036 E-MAIL Attn:NewYork.certs@Marsh.com Fax: 212-948-0500 ADDRESS: INSUREPAS)AFFORDING COVERAGE NAIC N 069021-ALU-CASUA-13-14 Instal Steve Sofman 012413 INSURER A:Zurich American Insurance Company 16535 INSURED INSURER B;N/A N/A Alcatel-Lucent USA Inc. 600 Mountain Ave. INSURER C:N/A N/A Murray Hill,NJ 07974 INSURER D:N/A N/A INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: NYC-006573230-01 REVISION NUMBER:7 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILS TYPE OF INSURANCE ADL JUM11M IL POLICY NUMBER MMIIDCY EFF MPMIIDCYD/YYYY LIMITS A GENERAL LIABILITY GLO9835775-00 01/01/2013 01/01/2014 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED X COMMERCIAL GENERAL LIABILITY PREMIE Ea occurrence) $ 1'000'000 CLAIMS-MADE �OCCUR MED EXP(Any one person) $ 10,000 PERSONAL 8 ADV INJURY $ 1,000,000 GENERAL AGGREGATE E 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 1,000,000 X POLICY 7 PRO-JECT LOC $ AUTOMOBILE LIABILITY Ea accident(CEO, SINGLE LIMIT ANY AUTO BODILY INJURY(Per person) $ ALL OWNEDSCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) Z HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per acc dent) a UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE E DED I I RETENTION$ $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N TORY LIMITS ANY PROPRIETOR/PARTNER/EXECUTIVE� N/A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,desaibe under DESCRIPTION OF OPERATIONS below I E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,N more space Is required) Town of Southold is included as additional insured where required by written contract. CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 54375 Route 25 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PO Box 1179 ACCORDANCE WITH THE POLICY PROVISIONS. Southold,NY 11971 AUTHORIZED REPRESENTATIVE of Marsh USA Inc. Lauren Giagrande pyur. .opo nnd�a ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD Job Page t=Tower 142'tall Monopole 1 of 7 AWS Consulting Engineers. Project Date LLC NY07XC789 00:21:00 12/17/12 8912 Smokey Rd Plano,TX Client Designed by Phone: Westchester Services SD FAX: Tower Iri ut ©ata There is a pole section. This tower is designed using the TIA/EIA-222-F standard. The following design criteria apply: Tower is located in Suffolk County,New York. Basic wind speed of 85 mph. Nominal ice thickness of 0.7500 in. Ice density of 56 pcf. A wind speed of 74 mph is used in combination with ice. Temperature drop of 50°F. A non-linear(P-delta)analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1.333. Local bending stresses due to climbing loads,feedline supports,and appurtenance mounts are not considered. T OerEd Pole Section Geometry Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ! t t Sides in in in in _i ..._.._.._.........._ .______....._..___...._.. .._..__......._............... __� __.__.__.a_..__._.._._.7. 0.2500_. LI 141.83-111.83 30.00 0.00 12 19.0000 27.0000 0.2500 1.0000 A572-50 (50 ksi) L2 111.83-81.83 30.00 0.00 12 27.0000 35.0000 0.3125 1.2500 A572-50 (50 ksi) L3 81.83-41.83 40.00 0.00 12 35.0000 45.6667 0.3750 1.5000 A572-50 (50 ksi) LA 41.83-0.00 41.83 12 45.6667 56.8213 0.5000 2.0000 A572-50 (50 ksi) Taperect R©Ie Pro ernes Section Tip Dia. Area / r C //C J /t/Q w w/t in in' in' in in in3 in' in' in LI 19.6702 15.0938 677.3071 6.7125 9.8420 68.8180 1372.4079 7.4287 4.4220 17.688 27.9525 21.5338 1966.7683 9.5765 13.9860 140.6241 3985.2057 10.5983 6.5660 26.264 L2 27.9525 26.8543 2441.2683 9.5541 13.9860 174.5509 4946.6715 13.2169 6.3985 20.475 36.2347 34.9043 5360.5684 12.4181 18.1300 295.6739 10861.9650 17.1788 8.5425 27.336 L3 36.2347 41.8097 6397.9735 12.3958 18.1300 352.8943 12964.0289 20.5775 8.3750 22.333 47.2776 54.6897 14319.5050 16.2144 23.6553 605.3394 29015.1994 26.9166 11.2337 29.956 LA 47.2776 72.7183 18935.0282 16.1697 23.6553 800.4549 38367.5008 35.7898 10.8987 21.797 58.8258 90.6773 36713.9068 20.1630 29.4335 1247.3531 74392.3288 44.6286 13.8881 27.776 Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mult. Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt (per face) A, Spacing Spacing Diagonals Horizontals tin in in LI 1 1 1 Job Page Tower 142'tall Monopole 2 of 7 AWS Consulting Engineers. Project Date LLC NY07XC789 00:21:00 12/17/12 8912 Smokey Rd Plano,TX Client Designed by Phone: Westchester Services SD FAX. Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mult. Double Angle Double Angle Elevation Area Thickness AJ Factor Stitch Bolt Stitch Bolt (per face) Ar Spacing Spacing Diagonals Horizontals t � in in in 141.83-111.83 L2 1 1 1 111.83-81.83 L3 81.83-41.83 1 1 1 L4 41.83-0.00 1 1 1 Mcn'o �ele� ase fte;Data Base Plate Data Base plate is square Base plate is grouted Anchor bolt grade A615-75 Anchor bolt size 2.2500 in Number of bolts 20 Embedment length 72.0000 in fc 3 ksi Grout space 4.0000 in Base plate grade A36 Base plate thickness 2.6525 in Bolt circle diameter 64.0000 in Outer diameter 72.0000 in Inner diameter 57.0000 in Base plate type Plain Plate Feed Une/LinearAOPU06ha, nces EnterodAs Ar Description Face Allow Component Placement Total CAAA Weight or Shield Type Number Leg ft ?I t l LDFI-50A(IA FOAM) C No Inside Pole 141.83-0.00 4 No Ice 0.00 0.06 1/2"Ice 0.00 0.06 1"Ice 0.00 0.06 LDFI-50A(IA FOAM) C No Inside Pole 92.00-0.00 2 No Ice 0.00 0.06 1/2"Ice 0.00 0.06 1"Ice 0.00 0.06 LDFI-50A(IA FOAM) C No Inside Pole 72.00-0.00 4 No Ice 0.00 0.06 1/2"Ice 0.00 0.06 1"Ice 0.00 0.06 LDFI-50A(1-5/8 C No Inside Pole 130.00-0.00 6 No Ice 0.00 0.82 FOAM) 1/2"Ice 0.00 0.82 1"Ice 0.00 0.82 LDF4RN-50A(1/2 C No Inside Pole 72.00-0.00 1 No Ice 0.00 0.15 FOAM) 1/2"Ice 0.00 0.15 I"Ice 0.00 0.15 LDF5-50A(7/8 FOAM) C No Inside Pole 62.00-0.00 1 No Ice 0.00 0.33 1/2"Ice 0.00 0.33 1"Ice 0.00 0.33 Feed'Li'ne/Linear A urtenances Section Areas MxTower Job Page 142'tall Monopole 3 of 7 AWS Consulting Engineers. Project Date LLC NYO7XC789 00:21:00 12/17/12 8912 Smokey Rd Plano,TX Client Designed by Phone' Westchester Services SD FAX.- Tower Tower Face AR AF CAAA CAAA Weight Section Elevation In Face Out Face _.. ft _ f► ft2 f? ft' K LI 141.83-111.83 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.10 L2 111.83-81.83 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.16 L3 81.8341.83 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.23 L4 41.83-0.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.25 ded LinetLlner A , urtenances Section aretiWith Ice Tower Tower Face ice AR AF CAAA CAAA Weight Section Elevation or Thickness In Face Out Face ft Leg in k ftp ff ftp K LI 141.83-111.83 A 0.750 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.10 L2 111.83-81.83 A 0.750 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.16 L3 81.8341.83 A 0.750 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.23 L4 41.83-0.00 A 0.750 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.25 Fdd&Ling-Center of Pressure Section Elevation CPx CPz CPx CPz Ice Ice t in in in in LI 141.83-111.83 0.0000 0.0000 0.0000 0.0000 L2 111.83-81.83 0.0000 0.0000 0.0000 0.0000 L3 81.8341.83 0.0000 0.0000 0.0000 0.0000 L4 41.83-0.00 0.0000 0.0000 0.0000 0.0000 Discrete Tower Loads Job t]1,di`Towe ' 142'tall Monopole Page4 of 7 Project Date AWS Consulting Engineers. LLC NY07XC789 00:21:00 12/17/12 8912 Smokey Rd Plano, TX Client Designed by Phone: Westchester Services SD FAX.- Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft G ft fry fry K ft Side arm _ A From Face _ 2.00 0.0000 141.00 No Ice 2.72 2.72 0.05 0.00 1/2"Ice 4.91 4.91 0.09 0.00 1"Ice 7.10 7.10 0.13 Side arm B From Face 2.00 0.0000 141.00 No Ice 2.72 2.72 0.05 0.00 1/2"Ice 4.91 4.91 0.09 0,00 I"Ice 7.10 7.10 0.13 Side arm C From Face 2.00 0.0000 141.00 No Ice 2.72 2.72 0.05 0.00 1/2"Ice 4.91 4.91 0.09 0.00 1"Ice 7.10 7.10 0.13 Side arm A From Face 2.00 0.0000 141.00 No Ice 2.72 2.72 0.05 0.00 1/2"Ice 4.91 4.91 0.09 0,00 1"Ice 7.10 7.10 0.13 Omni A From Face 4.00 0.0000 141.00 No Ice 3.00 3.00 0.05 0,00 1/2"Ice 4.03 4.03 0.07 5,00 1"Ice 5.03 5.03 0.10 Omni B From Face 4.00 0.0000 141.00 No Ice 3.00 3.00 0.05 0.00 1/2"Ice 4.03 4.03 0.07 5.00 1"Ice 5.03 5.03 0.10 Omni C From Face 4.00 0.0000 141.00 No Ice 3.00 3.00 0.05 0,00 1/2"Ice 4.03 4.03 0.07 5.00 1"Ice 5.03 5.03 0.10 Omni A From Face 4.00 0.0000 141.00 No Ice 3.00 3.00 0.05 0,00 1/2"Ice 4.03 4.03 0.07 0.00 1"Ice 5.03 5.03 0.10 APXVSPPI8-C-A20 A From Face 4.00 0.0000 130.00 No Ice 8.26 5.28 0.06 0,00 1/2"Ice 8.81 5.74 0.11 0.00 1"Ice 9.36 6.20 0.16 APXVSPPI8-C-A20 B From Face 4.00 0.0000 130.00 No Ice 8.26 5.28 0.06 0.00 1/2"Ice 8.81 5.74 0.11 0.00 1"Ice 9.36 6.20 0.16 APXVSPPI8-C-A20 C From Face 4.00 0.0000 130.00 No Ice 8.26 5.28 0.06 0.00 1/2"Ice 8.81 5.74 0.11 0.00 1"Ice 9.36 6.20 0.16 (2)RRH A From Face 4.00 0.0000 130.00 No Ice 2.24 1.29 0.09 0.00 1/2"Ice 2.45 1.46 0.10 0.00 1"Ice 2.66 1.63 0.12 (2)RRH B From Face 4.00 0.0000 130.00 No Ice 2.24 1.29 0.09 0.00 1/2"Ice 2.45 1.46 0.10 0.00 1"Ice 2.66 1.63 0.12 (2)RRH C From Face 4.00 0.0000 130.00 No Ice 2.24 1.29 0.09 0.00 1/2"Ice 2.45 1.46 0.10 0.00 1"Ice 2.66 1.63 0.12 (2)Existing panel A From Leg 4.00 0.0000 130.00 No Ice 5.38 3.56 0.04 0.00 1/2"Ice 6.07 4.58 0.08 0.00 1"Ice 6.65 5.32 0.13 (2)Existing panel B From Leg 4.00 0.0000 130.00 No Ice 5.38 3.56 0.04 0,00 1/2"Ice 6.07 4.58 0.08 0.00 1"Ice 6.65 5.32 0.13 (2)Existing panel C From Leg 4.00 0.0000 130.00 No Ice 5.38 3.56 0.04 0.00 1/2"Ice 6.07 4.58 0.08 0.00 1"Ice 6.65 5.32 0.13 T-Arms A From Leg 2.00 0.0000 130.00 No Ice 9.00 9.00 0.25 0.00 1/2"Ice 13.20 13.20 0.35 0,00 1"Ice 17.40 17.40 0.45 T-Arms B From Leg 2.00 0.0000 130.00 No Ice 9.00 9.00 0.25 0.00 1/2"Ice 13.20 13.20 0.35 0.00 1"Ice 17.40 17.40 0.45 Job Page Towe 142'tall Monopole 5 of 7 AWS Consulting Engineers. Project Date LLC NY07XC789 00:21:00 12/17/12 8912 Smokey Rd Plano, TX Client Designed by Phone: Westchester Services SD FAX- Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Harz Adjustment Front Side Leg Lateral Vert ft 0 ft ft= ft, K ft T-Arms C From Leg 2.00 0.0000 130.00 No Ice 9.00 9.00 0.25 0.00 1/2"Ice 13.20 13.20 0.35 0.00 1"Ice 17.40 17.40 0.45 Side arm C From Face 2.00 0.0000 92.00 No Ice 2.72 2.72 0.05 0.00 1/2"Ice 4.91 4.91 0.09 0.00 1"Ice 7.10 7.10 0.13 Side arm A From Face 2.00 0.0000 92.00 No Ice 2.72 2.72 0.05 0.00 1/2"Ice 4.91 4.91 0.09 0.00 1"Ice 7.10 7.10 0.13 Omni C From Face 4.00 0.0000 92.00 No Ice 3.00 3.00 0.05 0.00 1/2"Ice 4.03 4.03 0.07 5.00 1"Ice 5.03 5.03 0.10 Omni A From Face 4.00 0.0000 92.00 No Ice 3.00 3.00 0.05 0.00 1/2"Ice 4.03 4.03 0.07 5.00 1"Ice 5.03 5.03 0.10 Side arm A From Face 2.00 0.0000 72.00 No Ice 2.72 2.72 0.05 0.00 1/2"Ice 4.91 4.91 0.09 0.00 1"Ice 7.10 7.10 0.13 Side arm B From Face 2.00 0.0000 72.00 No Ice 2.72 2.72 0.05 0.00 1/2"Ice 4.91 4.91 0.09 0.00 1"Ice 7.10 7.10 0.13 Side arm C From Face 2.00 0.0000 72.00 No Ice 2.72 2.72 0.05 0.00 1/2"Ice 4.91 4.91 0.09 0.00 1"Ice 7.10 7.10 0.13 Side arm A From Face 2.00 0.0000 72.00 No Ice 2.72 2.72 0.05 0.00 1/2"Ice 4.91 4.91 0.09 0.00 1"Ice 7.10 7.10 0.13 Omni A From Face 4.00 0.0000 72.00 No Ice 3.00 3.00 0.05 0.00 1/2"Ice 4.03 4.03 0.07 5.00 1"Ice 5.03 5.03 0.10 Omni B From Face 4.00 0.0000 72.00 No Ice 3.00 3.00 0.05 0.00 1/2"Ice 4.03 4.03 0.07 5.00 1"Ice 5.03 5.03 0.10 Omni C From Face 4.00 0.0000 72.00 No Ice 3.00 3.00 0.05 0.00 1/2"Ice 4.03 4.03 0.07 5.00 1"Ice 5.03 5.03 0.10 Omni A From Face 4.00 0.0000 72.00 No Ice 3.00 3.00 0.05 0.00 1/2"Ice 4.03 4.03 0.07 5.00 1"Ice 5.03 5.03 0.10 Dipole A From Face 4.00 0.0000 72.00 No Ice 3.00 3.00 0.05 0.00 1/2"Ice 4.03 4.03 0.07 -5.00 1"Ice 5.03 5.03 0.10 Pirod 4'Side Mount Standoff A From Face 0.50 0.0000 72.00 No Ice 2.72 2.72 0.05 (1) 0.00 1/2"Ice 4.91 4.91 0.09 0.00 I"Ice 7.10 7.10 0.13 GPS antenna A From Face 0.50 0.0000 62.00 No Ice 3.00 3.00 0.05 0.00 1/2"Ice 4.03 4.03 0.07 0.00 1"Ice 5.03 5.03 0.10 Base 'Plate Design Data Job Page tmTower 142'tall Monopole 6 of 7 Project Date AWS Consulting Engineers. LLC NY07XC789 00:21:00 12/17/12 8912 Smokey Rd Plano,TX Client Designed by Phone: Westchester Services Sp FAX: I I J Plate Number Anchor Bolt Actual Actual Actual Actual Controlling Critical Thickness of Anchor Size Allowable Allowable Allowable Allowable Condition Ratio Bolts Ratio Ratio Ratio Ratio Bolt Concrete Plate Stiffener Tension Stress Stress Stress K ksi ksi ksi in in _ ~2.6525 20- 2.2500 58.72 1.105 27.138 Plate 1.01 131.21 2.100 27.000 0.45 0.53 1.01 ©n Cht�lk� Pole Desi n Data Section Elevation Size L L„ Kl/r P A Actual Allow. Ratio No. P P. P f ft ft ksi int K K pa Ll 141.83-111.83 TP27xl9x0.25 30.00 0.00 0.0 30.000 21.5338 -6.06 646.01 0.009 (1) L2 111.83-81.83 TP35x27x0.3125 30.00 0.00 0.0 30.000 34.9043 -10.65 1047.13 0.010 (2) L3 81.83-41.83(3) TP45.6667050.375 40.00 0.00 0.0 30.000 54.6897 -14.72 1640.69 0.009 L4 41.83-0(4) TP56.8213x45.6667x0.5 41.83 0.00 0.0 30.000 90.6773 -26.80 2720.32 0.010 Pole Bentiln Des>w n Di� Section Elevation Size Actual Actual Allow. Ratio Actual Actual Allow. Ratio No. A .fr Feu fu My fby Fey .fey ft kip ft ksi ksi -7,7 kip ft ksi ksi Fa LI 141.83- TP27xl9x0.25 154.17 -13.156 30.000 0.439 0.00 0.000 30.000 0.000 111.83(l) L2 111.83-81.83 TP35x27x0.3125 438.21 -17.785 30.000 0.593 0.00 0.000 30.000 0.000 (2) L3 81.83-41.83 TP45.6667050.375 1049.33 -20.801 30.000 0.693 0.00 0.000 30.000 0.000 (3) L4 41.83-0(4) TP56.8213x45.6667x0.5 1921.26 -18.483 30.000 0.616 0.00 0.000 30.000 0.000 Pole InterAd ion Desi ,n Data Section Elevation Size Ratio Ratio Ratio Comb. Allow. Criteria No. P fu fo Stress Stress f Pa Fns Fh Ratio Ratio L1 141.83- TP27xl9x0.25 0.009 0.439 0.000 0_..4/44�8 1.333 Hl-3 1r 111.83(l) 1/ L2 111.83-81.83 TP35x27x0.3125 0.010 0.593 0.000 0.6�0r3 1.333 HI-3 (2) L3 81.83-41.83 TP45.6667050.375 0.009 0.693 0.000 0.702 1.333 Hl-3 �r/� Job Page ti�,xTower 142'tall Monopole 7 of 7 Project Date AWS Consulting Engineers. LLC NY07XC789 00:21:00 12/17/12 8912 Smokey Rd Plano, TX Client Designed by Phone: Westchester Services SD FAX.- Section Elevation Size Ratio Ratio Ratio Comb. Allow. Criteria No. P fb. fby Stress Stress ft Po Fn. Fn Ratio Ratio (3) L4 41.83-0(4) TP56.8213x45.6667x0.5 0.010 0.616 0.000 0.626 1.333 H1-3 : S46fi li Ca act �7q 0 Section Elevation Component Size Critical P SF*Pai— % Pass No. .fit Type Element K K Capacity Fail Ll 141.83-111.83 Pole TP27x19x0.25 I 6.06 861.14 33.6 Pass L2 111.83-81.83 Pole TP35x27x0.3125 2 -10.65 1395.82 45.2 Pass L3 81.83-41.83 Pole TP45.6667x35x0.375 3 -14.72 2187.04 52.7 Pass L4 41.83-0 Pole TP56.8213x45.6667x0.5 4 -26.80 3626.19 47.0 Pass Summary Pole(U) 52.7 Pass Base Plate 75.4 Pass RATING= 75.4 Pass Program Version 6.0.0.8-9/7/2011 File:C:/I Jsers/shraddha/Documents/Westchester Services LLC/AWS 05085 NY07XC789 600/NY07XC789.eri A AW S Alk 'Ak Consulting Engineers,LLC a91 2 SMOKEY DRIVE, PLANO, TX75025, EMAIL: 8HRAODHA@AW8ENOR.COM, PHONE: C214-260-1 731 December 17, 2012 John Banks Westchester Services LLC 604 Fox Glen Barrington, IL 6001 RE: Monopole Structural Letter Site Name: Peconic Police Dept. Site Number: NY07XC789 Route 25& Peconic Lane Southhold, NY 11971 Dear Mr. Banks, Purpose: AWS Consulting Engineers, LLC has performed a structural analysis of the existing 142' tall monopole to evaluate its structural feasibility for the proposed loading as specified in the following table. Conclusion: 1. We certify that the proposed installation will be structurally sound and will handle the proposed Sprint modifications. Our assessment has been made assuming all information provided is accurate and that the site has been properly erected as per the original drawings and maintained on a regular basis. 2. The final equipment load on this structure with the removal of the old equipment will be comparable to its original design. 3. Based on the antenna loads and visual inspection of the existing antenna mounting system it appears that the mount is capable of supporting the existing and proposed equipment without causing any overstress condition in the mounting system. Table 1 —Sprint Configuration Proposed 130' (3) APXVSPP18-C-A20 T-Arms w/ (6) RRH stabilizer rods Existing 130' (6) Panel Antennas T-Arms (to be removed) Sprint .currently has a total of (6) existing antennas mounted to T-Arms. It also has (6) 1-5/8" feedlines routed inside the monopole. Sprint has proposed remove all the existing antennas to install (3) new APXVSPP18-C-A20 and (6) RRH units. (3) New 1-1/4" Hybriflex cables will be added and the (6) 1-5/8" coax cables will be removed. The antennas will be attached to the pipe mount on the face of the T-Arms on the middle pipe. The RRH and filter equipment shall be mounted to the arm portion of the T-Arm on new pipes and as close as possible to the monopole. Additionally stabilizer arms should be installed to support the T-Arms. Refer to the Construction Drawings by Westchester Services, LLC dated 12/17/2012 for mounting details. The monopole will remain in compliance with the New York State Building Code, the TIA-222-F standard, ASCE 7-05 and the AISC standard. The wind loads were calculated for a basic wind speed of 85 basic mile wind speed mph without ice. This structural evaluation is based on the following documents and assumptions: • Monopole mapping from Com-Cell dated 12/10/2012 • Following data was assumed based on the mapping: Section 1: 0'-42' 0.5 thick Section 2: 42'-82' 0.375"thick Section 3: 82'-112' 0.3125"thick Section 4: 112'-142' 0.25"thick 50 ksi steel for the pole and 36 ksi for the base plate. • Architectural Drawings dated 12/17/2012 and field information as prepared by Westchester Services, LLC. Results: The monopole has the capacity to support the additional antennas, mount and coax loads as per the minimum code requirements. The following table shows a summary of the member capacity: 141.83- 111.83 Pole Shaft 33.6 Pass 111.83- 81.83 Pole Shaft 45.2 Pass 81.83-41.83 Pole Shaft 52.7 Pass 41.83- 0 Pole Shaft 47.0 Pass Base Plate 75.4 Pass Anchor Bolts 33.83 Pass The analysis of the existing monopole indicates that it is structurally adequate and in compliance with the code requirements mentioned above. The foundation could not be evaluated based on the information available to us. We appreciate the opportunity to be of service on this project. Please do not hesitate to contact us with any questions or concerns. Regards, E OF NEw Shraddha Dharia, P.E. New York License#089516 Q Expires: 5/31/2014 m w ZcA O �FES61 ALM 'S=e 3EER N C h S MEW MY "t c x , b \ M y its— poor A Iwo Any" At took s� Ari? R 34 n f, y s E•m fi� aj.��� 1 ' O 1a1.an DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION Side arm 141 T-Arms 130 Side arm 141 T•Arms 130 , Side arm 141 Side arm 82 Side arm— - 141 Side arm 92 Omni 141 Omni 92 Omni 141 Omni 92 Omni 141 Side amt 72 Omni 141 Side arm 72 APXVSPP18-C-A20130 Side arm 72 APXVSPPIS-C-A20 130 Side arts 72 APXVSPP18-C•A20 130 Omni 72 RRH -- 130 Omni 72 (2)RRH 130 Omni 72 (2)RRH 130 Omni 72 (2)Existing panel— — 130 -- Dipole 72 (2)Existing panel 130 Pirod 4'Side Mount Standoff(1) 72 (2)Existing panel 130 GPS ardenna 02 T-Arms 130 N N g MATERIAL STRENGTH N r, GRADE F Fu GRADE I A572-50 50 ksi 85 ksi I TOWER DESIGN NOTES 1. Tower is located in Suffolk County,New York. �— 2. Tower designed for a 85 mph basic wind in accordance with the TIA/EIA-222-F Standard. al 8 a 3. Tower is also designed for a 74 mph basic wind with 0.75 in ice. 4. TOWER RATING:75.4% i i o N ' O 9 i I SII i 41.8 n II i I AXIAL 34 K m SHE MOMENT r o e 21 K� � 1811 kip-It i TORQUE 5 kip-ft 74 mph WIND-0.7500 in ICE AXIAL 27K SHE MOMENT II 24 K \`` 1921 kip-ft 0.0 it TORQUE 4 kip-ft N N REACTIONS-85 mph WIND I�: p E N Z f F m C7 AWS Consulting Engineers.LL °`142'tall Monopole 8912 Smokey Rd Prgea NY07XC789 Cliem:Westchester Services Drawn by:SD ApVd: Plano,TX Phone: COtlB'TIA/EIA-222-F °ata 12/17/12 scab: NTS FAX: Pathw N0.E-1 c vsaswwaun«u�.x.�wrarww soma.ucuws Doses Nrwxc�ev ro�xc7eaD9 Version-Feb. 15. 2000e 7:57A0SPR INT SPECTRUM;EEMENT No. 6349 P. 8/1501arch9T site Narde PECONtC Site I.D. 17681 1, Premises and Use. Owner leases to Sprint Spectrum L.P., a Delaware will cooperate with SSLP in SSLPs efforts to obtain ublities from any location smiled partnership("SSLP'),the site("Site")described below: provided by Owner or the servicing utility, including signing any easement or 'Check appmprfafe box(es)) other instrument reasonably required by the utility company. ( Land consisting of approximately 100' square feet upon which SSLP will 11, Termination.SSLP may terminate this Agreement at any time by notice :onstluct a 140 monopole. Ager the monopole is constructed, SSLP will to Owner without further liability it SSLP does not obtain all permits or other -emove the old existing 90' lattice tower and place the police departments approvals(collectively, "approvar)required from any governmental authority antennas on the new structure. Upon completion of the monopole by SSLP, or any easements required from any third party to operate the PCS system,or ne monopole will become property of the Town of Southold. if any such approval is canceled,expires or is withdrawn or terminated,or If t Building interior basement space consisting of approximately 200' square Owner falls to have proper ownership of the Site or authority to enter into this `eel', Agreement,or if SSLP,for any other reason,in its sole discretion,determines Building exterior space for attachment of antennas; that it will be unable to use the Site.Upon termination,all prepaid rent will be Building exterior space for placement of base station equipment: retained by Owner unless such termination is due to Owner's failure of proper Tower antenna space between the^foot and—foot level on the ownership or authority,or such termination is a result of Owner's default Tower , 12. Default If either party is in default under this Agreement for a period of Y Space required for cable runs to connect PCS equipment and antennas. (a) 10 days following terx:ipt of notice from the non-defauiting party with n the location(s)("Site") shown on Exhibit A, together with a non-exclusive respect to a default which may be cured solely by the payment of money,or easement for reasonable access thereto and to the appropriate, in the (b) 30 days following receipt of notice from the non-defaulting party with :tserelion of SSLP,source of electric and telephone facilities.The Site will be respect to a default which may not be cured solely by the payment of money. lsed by SSLP for the purpose of Installing, removing, replacing,modifying, then, in either event the non-defaulting party may pursue any remedies •nainlaining and operating,at its expense,a personal communications service available to it against the defaulting party under applicable law,including,but system facility("PCS"),including,without limitation,antenna equipment,cable not limited to, the right to terminate this Agreement. If the non-monetary ,99* , related fixtures and. U applicable to the Site, an antenna structure. default may not reasonably be Cured within a 30 day period,this Agreement SSLP will use the Site in a mariner which will not unreasonably disturb the may not be terminated if the defaulting party commences action to are the =upancy of Owners other tenants. SSLP will have access to the-Sile default within such 30 day period and proceeds with due diligence to fully cure wenty-four(24)hours per day,seven(7)days per week. the default. 2. Term. The term of this Agreement Phe "Initial Term") is five years, 13. fndemnity. Owner and SSLP each indemnifies the other against and :ommencing on the date ("Commencement Date") both SSLP and Owner holds the other harmless from any and all costs (including reasonable nave executed this Agrelbenl.This Agreement will be automatically renewed attorneys'fees)a2d claims of liability or toss which arise out of the ownership. 'x four additional terms(each a'Renewal Term")of five years each,unless use and/or occu;Wcy of the Site by the indemn,tying party. This indemnity SSLP provides Owner notice of intention not to renew not less than 90 days does not apply to any claims arising from the sole negligence or intentional color to the expiration of the Initial Term or any Renewal Term. misconduct of the indemnified party. The indemnity obligations under this Paragraph will survive termination of this Agreement. i 52,000.00 (until increased as eel forth herein). reeinin). 3. Rent Rent will be paid in equal monthly tof 14. Hazardous Substances. Owner represents that it has no knowledge of , partial -nonths to be prorated,in advance. Rent for each Renewal Tenn will be the any substance,chemical or waste(collectively."substance")on the Site that annual rent in effect for the final year of the initial Term or prior Renewal is identified as hazardous,toxic at dangerous in any applicable federal,state `erm. as the case may be, increased by three percent or local law or regulation.SSLP will not introduce or use any such substance Rent will begin immediately upon full execution of the lease. on the Site in violation of any applicable law. 3uilding will also begin upon complete lease execution. 15. Subordination and Non-Olsturbance.This Agreement is subordinate to s. Title and Oulet Possession.Owner represents and agrees (a)that it is any mortgage or deed of trust now of record against the Site. However. ne Owner of the Sge: Ib)that it has the right to enter into this Agreement: promptly after the Agreement Is fully executed.Owner will use diligent efforts z)that the person signing this Agreement has the authority to sign: (d)that to obtain a non-disturbance agreement reasonably acceptable to SSLP from SSLP is entitled to access to the Site at all limes and to the quiet possession the holder of any such mortgage or deed of trust. N the Site throughout the Initial Term and each Renewal Term so long as 16. Taxes. SSLP will be responsible for payment of all personal property SSLP is not in default beyond the expiration of any cure period; and(e)that taxes assessed directly upon and arising solely from its use of the owner will not have unsupervised access to the PCS equipment. communications facility on the Site. SSLP will pay to Owner any increase in S. Assignment/Subletting. SSLP may assign or transfer this Agreement or real property taxes attributable solely to any improvements to the Site made ;ublet all or any portion of the Site without the prior written consent of Owner. by SSCP within sixty (60) days after receipt of satisfactory documentation indicating calculation of SSLPs share of such re al�rctate taxes and pavment -•i;gam_-"" ;rte:»:._ ,d n!e .effecti:�e only-whcn of u+r iaai esiate taxes try��i�tiw`hE�wiu p.r canon uuo'Lri uii� '- :eposited in the U.S, mail, certified and postage prepaid, or when sent via estate taxes and assessments attributable�to the property of Owner of which wernight delivery,to the address set forth below,or as otherwise required by the Site Is a part. aw. -. Improvements. SSLP may, at its expense. make such improvements on ins insurance. SSLP will procure and maintain commercial general grit p r -ie Site as 4 deems necessary from time to time for the operation of the PCS occurrence insurance,with limits al not less than prope$3,00rty ,000 combined single limit per .ystem. Upon termination or expiration of this Agreement, SSCP may occurrence far bodily injury and property damage liability. Sprint call -emove its equipment and improvements and will restore the Site to 30dili days a provide a such ficate of insurance to h furnished to Owner within substantially the condition existing on the Commencement Date, except for 30 days evidencing such coverage. Landlord shall be named as additional ordinary wear and tear and casualty loss. If the town of Southold requests insured an such policy, Such policy will provide that cancellation will not le,SSCP wig do so,otherwise the monopole will occur without at least 15 days prior written notice to Owner. Each party SSLP to remove the monopole, p hereby waives its right of recovery against the other for any loss or damage :main for the town to continue to utilize for its own purpose. covered by any insurance policies maintained by the waiving party. Each 3. Compliance with Laws. Owner represents that Owner's property party will cause each insurance policy obtained by it to provide that the ncluding the Site),and all improvements located thereon, are in substantial insurance company waives all rights of recovery against the other party in ;ompliamce with building, life/safety, disability aro ether laws, codes and connection with any damage covered by such policy. -egulations of applicable governmental authorities. SSLP will substantially 18. Maintenance.SSLP will be responsible for repairing and maintaining the :amply with all applicable laws relating to its possession and use of the Site. PCS system and any other improvements installed by SSLP at the Site in a :. Interference.SSLP will resolve technical interference problems with other proper operating and reasonably safe condition:provided,however if any such :quipment located at the Site on the Commencement Date or any equipment repair or maintenance is required due to the acts of Owner. Its agents or .at becomes attached to the Site at any future date when SSLP desires to employees.Owner shall reimburse SSLP for the reasonable costs incurred by Ad additional equipment to the Site.Likewise,Owner will not permit or suffer SSCP to restore the damaged areas to the condition which existed ne installation of any future equipment which (a) results in technical immediately prior thereto.Owner will maintain and repair all other portions of -iterference problems with SSLP's then existing equipment or(b)encroaches the property of which the Site is a part in a proper operating and reasonably .nto the Site. safe condition. 0. Utilities. Owner represents that utilitiesadequate for SSLP's use of the 19. Miscellaneous. (a) This Agreement applies to and binds the heirs. ;ite are available. SSLP wit!pay for all utilities used by it at the Site. Owner successors, executors. administrators and assigns of the parties to this ClibPDF -www.fastio.com AgnrvmiinFeb. 15. 2000ne, 7:58A YSPRINT SPECTRUM,,hich OWNE �`�No. 63492.P, 9/15 (K-3 Site is rocareu, til a requesreo u P, vw-ror .yaerra Nrurnplty, to dy: execute and delver to SSLP a recordable Memorandum of this Agreement in the forth of Exhibit 8:(d) This Agreement(including the Exhibits)constitutes Its. the entire agreement between the parties and supersedes all prior written and S.S.Irax No.: verbal agreements,representations,promises or understandings between the _See Exhibit At for continuation of Owner signatures parties.Any amendments to this Agreement must be in writing and executed by both parties: (e) If any provision of this Agreement is invalid or Address: Town Hatt- 53095 limn Road unenforceable with respect to any party,the remainder of this Agreement or SWRIt hnld New York 11971 the application of such provision to persons other than arose as to whom it is Date:April 2- 1998 held invalid or unenforceable,will not be affected and each provision of this Agreement will be valid and enforceable to the fullest extent permitted by law; and IQ The prevailing parry In any action or proceeding in court or mutually S ►7rT ECT nyr..P.,a D are limited partnership agreed upon arbitration proceeding to enforce the terms of this Agreement is RV 11/'Will L entitled to receive its reasonable attorneys' fees and other reasonable Its: enforcement costs and expenses from the non-prevailing party. --� The following Exhibits are attached to and made a part of this gess' </'? — r Agreement: Exhibit A.Band Date: Jig ifit Attach Exhibit A-Site Description and Exhibit 8-Memorandum of PCS Site Agreement A ClibPDF -www.fastio.corn " Feb. 15. 2000 7:594 SPRINT SPECTRUM � No. 6349 P. 10/15 EXHIBIT A March 97 Vprslon 3•. . ' efts tJane �ct�� � Site Description Site 1.D. �, �,,1 ,State of A-14 _ Site situated in the ,County of .c r commonly described as follows: Legal description: Lj a (�.,r�l, i t3� �► �o l J�cr -'I$ '� � 14.1 Sketch of site: Owner lnitiaas LOCI- SUP OCISUP Initials Note:Owner and SSLP may.at SSLP's option,replace this Exhibit with an exhibit setting forth the legal description of the property on which the Site io located andlor an as-built drawing depicting the Site. ,[Use this Exhibit A for PCS Site Agreement,Memorandum of PCS Site Agreement.Option Agreement and Memorandum of Option Agreement] ClibPDF -www.fastio.com Feb. 15. 2000 7:59AID SPRINT SPECTRUM No. 6349 P. 11/15 Varyion , 3.. EXHIBIT B March 97 site Naaw 49L e Memorandum of PCS Site Agreement Site 1.13. Continuation of Owner Signatures "OWNER": 'OR". By: BY. Ch1 l.vt.�v�— Its: Its: 1 S.S.frax No.: S.S./Tax No.: By: By: Its: Its: S.SJTax No.: S.S./Tax No.: By: By: Its: Its: S.S.frax No.: S.S.fTax No.: Owner Initials SSLP Initials ClibPDF -www.fastio.com -- AWS AM Consulting Engineers,LLC 8912 SMOKEY DRIVE, PLANO, TX75025, EMAIL: SHRAODHA(-SAWSENGR.COM, PHONE: 614'2601731 December 17, 2012 John Banks Westchester Services LLC 604 Fox Glen Barrington, IL 6001 RE: Monopole Structural Letter Site Name: Peconic Police Dept. Site Number: NY07XC789 Route 25 & Peconic Lane Southhold, NY 11971 Dear Mr. Banks, Purpose: AWS Consulting Engineers, LLC has performed a structural analysis of the existing 142' tall monopole to evaluate its structural feasibility for the proposed loading as specified in the following table. Conclusion: 1. We certify that the proposed installation will be structurally sound and will handle the proposed Sprint modifications. Our assessment has been made assuming all information provided is accurate and that the site has been properly erected as per the original drawings and maintained on a regular basis. 2. The final equipment load on this structure with the removal of the old equipment will be comparable to its original design. 3. Based on the antenna loads and visual inspection of the existing antenna mounting system it appears that the mount is capable of supporting the existing and proposed equipment without causing any overstress condition in the mounting system. Table 1 —Sprint Configuration Proposed 130' (3) APXVSPP18-C-A20 T-Arms w/ (6) RRH stabilizer rods Existing 130' (6) Panel Antennas T-Arms (to be removed) Sprint currently has a total of (6) existing antennas mounted to T-Arms. It also has (6) 1-5/8" feedlines routed inside the monopole. Sprint has proposed remove all the existing antennas to install (3) new APXVSPP18-C-A20 and (6) RRH units. (3) New 1-1/4" Hybriflex cables will be added and the (6) 1-5/8" coax cables will be removed. The antennas will be attached to the pipe mount on the face of the T-Arms on the middle pipe. The RRH and filter equipment shall be mounted to the arm portion of the T-Arm on new pipes and as close as possible to the monopole. Additionally stabilizer arms should be installed to support the T-Arms. Refer to the Construction Drawings by Westchester Services, LLC dated 12/17/2012 for mounting details. The monopole will remain in compliance with the New York State Building Code, the TIA-222-F standard, ASCE 7-05 and the AISC standard. The wind loads were calculated for a basic wind speed of 85 basic mile wind speed mph without ice. This structural evaluation is based on the following documents and assumptions: • Monopole mapping from Com-Cell dated 12/10/2012 • Following data was assumed based on the mapping: Section 1: 0'-42' 0.5 thick Section 2: 42'-82' 0.375"thick Section 3: 82'-112' 0.3125"thick Section 4: 112'-142' 0.25"thick 50 ksi steel for the pole and 36 ksi for the base plate. • Architectural Drawings dated 12/17/2012 and field information as prepared by Westchester Services, LLC. Results: The monopole has the capacity to support the additional antennas, mount and coax loads as per the minimum code requirements. The following table shows a summary of the member capacity: 141.83- 111.83 Pole Shaft 33.6 Pass 111.83- 81.83 Pole Shaft 45.2 Pass 81.83-41.83 Pole Shaft 52.7 Pass 41.83- 0 Pole Shaft 47.0 Pass Base Plate 75.4 Pass Anchor Bolts 33.83 Pass The analysis of the existing monopole indicates that it is structurally adequate and in compliance with the code requirements mentioned above. The foundation could not be evaluated based on the information available to us. We appreciate the opportunity to be of service on this project. Please do not hesitate to contact us with any questions or concerns. Regards, of: NEW Y Shraddha Dharia, P.E. New York License#089516 Expires: 5/31/2014 m W Z4P 2 a �A. 9�FESS�� WESTCHESTER SERVICES LLC ARCHITECTURE&ENGINEERING DIVISION 604 FOX GLEN.BARRINGTON, IL 60010 847/277-0070. FAX:847/277-0080 Date: January 18, 2013 ae@westchesterservices.com/www.westchesterservices.com To: Vicky Brennan Shore 2 Shore Wireless, Inc. 5550 Merrick Road, Suite 302 Massapequa, NY 11758 From: John Banks Project: Alcatel-Lucent-Sprint: NY07XC789 Quantity: Date: Description: ❑ Lease Exhibit Plans-90% ❑ Lease Exhibit Plans-Revised Final ❑ Legal ❑ Title Report ❑ 11 x 17 Plat of Survey- Preliminary Included in Set ❑ 11 x 17 Plat of Survey- Final Signed &Sealed Included in Set ❑ 2C/A 1 Letter ❑ Zonin Plan -90% ❑ Zoning Plan-Final ❑ Grading & Drainage Plan-Final ❑ Geotechnical Report ❑ Soil Resistivity Report ❑ Environmental Report- Phase 1 ❑ Environmental Report- Phase 2 ❑ 8'/2 x 11 Structural Analysis Report ❑ Photo Simulation ❑ Landscape Plan ❑ 11 x 17 CD - Review for Permit/Construction -90% 4 12.14.12 ® 24 x 36 CD-Signed/Sealed for Permit/Construction-Final ❑ 11 x 17 Revised Drawings 1 10.30.03 ® Other: 11 x 17 Existing Survey ❑ Other: ❑ Other: ® Per Your Request ® Uploaded ® FedEx/UPS ❑ Mailed ❑ For Your Information ® Emailed ❑ Courier ❑ Other: Remarks: If you have any questions or comments please feel free to call. Thank you. 11510,11,7�nqxl , s' 3 eol a , aayE �y t �. ,' �o,, -' <,;. { t N & r .SaW ' w. i Ate. ti t E a F• S d Y3 4 W.1, Y Zit 9 x�r 7 t � r-1 .141.8 It I DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION . Sift arm 141 T•Arms 130 Side arm 141 T-Inns 130 pp QQ pp pc Side arm 141 Side arm 92 O N yj S 8 Side arm 141 Side arr11 92 Orlali 141 Omni 92 Omni 141 Omni 92 Omni 141 Side arm 72 Omni 141 Side arm 72 APXVSPPI8-C-A20 130 Side arm 72 APXVSPPI8•C•A20 130 --- Side arm 72 �- - APXVSPP7&C-A20 130 Omni 72 __-- - 111B_0 (2)RRH 130 Omni 72 (2)RRH 130 Omni 72 (2)RRH 130 Omni 72 ---- (2)Existing panel 130 Dipole 172 (2)EAsthq panel 130 Pirod R Side MountStandoff(1) 72 (2)Exisgrp panel - 130 GPS antenna 82 T-Arms 130 N g $ MATERIAL STRENGTH Ilii O N ..._..___..............._...._.......__....___._..__.._............_ .............._ ______.—_.._.................__ ...............iii] .............. GRADE f ] FY �_Fu GRADE F Fu___ A57z•50 50 kai 65 kai TOWER DESIGN NOTES 1. Tower is located in Suffolk County,New York. 2. Tower designed for a 85 mph basic wind in accordance with the TIA/EIA-222-F Standard. -- -` - —_-- -AULA 3. Tower is also designed for a 74 mph basic wind with 0.75 in ice. 4. TOWER RATING:75.4% II I S I Ig c Meal m li I I I AXIAL 34 K m $ m m SHE MOMENT o + � 21 K 1811 kip-R i i TORQUE 5 kip-ft 74 mph WIND-0.7500 in ICE AXIAL 27K I SHE K MOMENT 24 24 L� 1921 kip-ft _ oon a TORQUE 4 kip-ft N g N REACTIONS-85 mph WIND v g x = 2 e G D C1 a � O z �' 3 AWS Consulting Engineers.LL 142'tall Monopole 8912 Smokey Rd R0Jea:NY07XC789 Plano,TX chord:Westchester Services Daft:mwn by:SD APPd: Phone: Cede TIAIEIA-222-F °na 12/17/12 s`ab NTS FAX: Path: xc Dwg No.E-1 Job h acTower Jo142'tall Monopole Page1 of 7 AWS Consulting Engineers. Project Date LLC NY07XC789 00:21:00 12/17/12 8912 Smokey Rd Plano, TX Client Designed by Phone: Westchester Services SD FAX: TOWN There is a pole section. This tower is designed using the TIA/EIA-222-F standard. The following design criteria apply: Tower is located in Suffolk County,New York. Basic wind speed of 85 mph. Nominal ice thickness of 0.7500 in. Ice density of 56 pcf. A wind speed of 74 mph is used in combination with ice. Temperature drop of 50°F. A non-linear(P-delta)analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1.333. Local bending stresses due to climbing loads,feedline supports,and appurtenance mounts are not considered. TO erd Pole Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius -� i� ft Sides in in in _ in Ll 141.83-111.83 30.00 0.00 12 19.0000 27.0000 0.2500 1.0000 A572-50 (50 ksi) L2 111.83-81.83 30.00 0.00 12 27.0000 35.0000 0.3125 1.2500 A572-50 (50 ksi) L3 81.83-41.83 40.00 0.00 12 35.0000 45.6667 0.3750 1.5000 A572-50 (50 ksi) LA 41.83-0.00 41.83 12 45.6667 56.8213 0.5000 2.0000 A572-50 (50 ksi) Tapered P©le Properties Section Tip Dia. Area / r C l/C J It/Q w w/t in int in' in in in3 in° int in LI 19.6702 15.0938 677.3071 6.7125 9.8420 68.8180 1372.4079 7.4287 4.4220 17.688 27.9525 21.5338 1966.7683 9.5765 13.9860 140.6241 3985.2057 10.5983 6.5660 26.264 L2 27.9525 26.8543 2441.2683 9.5541 13.9860 174.5509 4946.6715 13.2169 6.3985 20.475 36.2347 34.9043 5360.5684 12.4181 18.1300 295.6739 10861.9650 17.1788 8.5425 27.336 L3 36.2347 41.8097 6397.9735 12.3958 18.1300 352.8943 12964.0289 20.5775 8.3750 22.333 47.2776 54.6897 14319.5050 16.2144 23.6553 605.3394 29015.1994 26.9166 11.2337 29.956 LR 47.2776 72.7183 18935.0282 16.1697 23.6553 800.4549 38367.5008 35.7898 10.8987 21.797 58.8258 90.6773 36713.9068 20.1630 29.4335 1247.3531 74392.3288 44.6286 13.8881 27.776 Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mult. Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt (per face) A, Spacing Spacing Diagonals Horizontals t ft, in in in LI 1 1 I Job Page t=Tower 142'tall Monopole 2 of 7 AWS Consulting Engineers. Project Date LLC NY07XC789 00:21:00 12/17/12 8912 Smokey Rd Plano,TX Client Designed by Phone: Westchester Services SD FAX: Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mult. Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt (per face) A, Spacing Spacing Diagonals Horizontals t ? in in in 141.83-111.83 L2 1 1 I 111.83-81.83 L3 81.83-41.83 I 1 I L4 41.83-0.00 1 1 1 Mena ole Base*Plate,',Data. Base Plate Data Base plate is square Base plate is grouted Anchor bolt grade A615-75 Anchor bolt size 2.2500 in Number of bolts 20 Embedment length 72.0000 in pc 3 ksi Grout space 4.0000 in Base plate grade A36 Base plate thickness 2.6525 in Bolt circle diameter 64.0000 in Outer diameter 72.0000 in Inner diameter 57.0000 in Base plate type Plain Plate Feed LinelLinaair A � urrtenances: Entered As.Area Description Face Allow Component Placement Total CAAA Weight or Shield Type Number Leg It ?l t If LDFI-50A(I/4 FOAM) C No Inside Pole 141.83-0.00 4 No Ice 0.00 0.06 1/2"Ice 0.00 0.06 1"Ice 0.00 0.06 LDFI-50A(I/4 FOAM) C No Inside Pole 92.00-0.00 2 No Ice 0.00 0.06 1/2"Ice 0.00 0.06 1"Ice 0.00 0.06 LDFI-50A(1/4 FOAM) C No Inside Pole 72.00-0.00 4 No Ice 0.00 0.06 1/2"Ice 0.00 0.06 1"Ice 0.00 0.06 LDF7-50A(1-5/8 C No Inside Pole 130.00-0.00 6 No Ice 0.00 0.82 FOAM) 1/2"Ice 0.00 0.82 1"Ice 0.00 0.82 LDF4RN-50A(1/2 C No Inside Pole 72.00-0.00 1 No Ice 0.00 0.15 FOAM) 1/2"Ice 0.00 0.15 1"Ice 0.00 0.15 LDF5-50A(7/8 FOAM) C No Inside Pole 62.00-0.00 1 No Ice 0.00 0.33 1/2"Ice 0.00 0.33 1"Ice 0.00 0.33 Feed Line/Linear A urtenances Section;Areas., Job 9-nx-Tower Jo142'tall Monopole Page3 of 7 AWS Consulting Engineers. Project Date LLC NY07XC789 00:21:00 12/17/12 89/2 Smokey Rd Plano, TX Client Designed by Phone: Westchester Services Sp FAX.- Tower AX:Tower Tower Face AR AF CAAA CAAA Weight Section Elevation /n Face Out Face Z fr: J� _ f? K Ll 141.83-111.83 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.10 L2 111.83-81.83 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.16 L3 81.83-41.83 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.23 L4 41.83-0.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.25 Feed Line/L.inear A urtenances Section Areas -"With Ice Tower Tower Face ke AR AF CAA CAAA Weight Section Elevation or Thickness /n Face Out Face t Leg in !r r' K Ll 141.83-111.83 A 0.750 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.10 L2 111.83-81.83 A 0.750 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.16 L3 81.8341.83 A 0.750 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.23 L4 41.83-0.00 A 0.750 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.25 Feed Line Center of Pressure Section Elevation CPx CPz CPx CPz Ice ke Jt in in in in LI 141.83-111.83 0.0000 0.0000 0.0000 0.0000 L2 111.83-81.83 0.0000 0.0000 0.0000 0.0000 L3 81.83-41.83 0.0000 0.0000 0.0000 0.0000 L4 41.83-0.00 0.0000 0.0000 0.0000 0.0000 Discrete fi�rwer Loade Job Page T ower 142'tall Monopole 4 of 7 AWS Consulting Engineers. Project Date GLC NYO7XC789 00:21:00 12/17/12 8912 Smokey Rd Plano,TX Client Designed by Phone: Westchester Services SD FAX.- Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft 0ft jt, jtz K ft _ Side arm A From Face 2.00 0.0000 141.00 No Ice 2.72 2.72 0.05 0.00 1/2"Ice 4.91 4.91 0.09 0,00 1"Ice 7.10 7.10 0.13 Side arm B From Face 2.00 0.0000 141.00 No Ice 2.72 2.72 0.05 0,00 1/2"Ice 4.91 4.91 0.09 0.00 1"Ice 7.10 7.10 0.13 Side arm C From Face 2.00 0.0000 141.00 No Ice 2.72 2.72 0.05 0,00 1/2"Ice 4.91 4.91 0.09 0.00 V Ice 7.10 7.10 0.13 Side arm A From Face 2.00 0.0000 141.00 No Ice 2.72 2.72 0.05 0.00 1/2"Ice 4.91 4.91 0.09 0,00 1"Ice 7.10 7.10 0.13 Omni A From Face 4.00 0.0000 141.00 No Ice 3.00 3.00 0.05 0,00 1/2"Ice 4.03 4.03 0.07 5.00 1"Ice 5.03 5.03 0.10 Omni B From Face 4.00 0.0000 141.00 No Ice 3.00 3.00 0.05 0.00 1/2"Ice 4.03 4.03 0.07 5.00 1"Ice 5.03 5.03 0.10 Omni C From Face 4.00 0.0000 141.00 No Ice 3.00 3.00 0.05 0.00 1/2"Ice 4.03 4.03 0.07 5.00 1"Ice 5.03 5.03 0.10 Omni A From Face 4.00 0.0000 141.00 No Ice 3.00 3.00 0.05 0.00 1/2"Ice 4.03 4.03 0.07 0.00 1"Ice 5.03 5.03 0.10 APXVSPPI8-C-A20 A From Face 4.00 0.0000 130.00 No Ice 8.26 5.28 0.06 0,00 1/2"Ice 8.81 5.74 0.11 0.00 1"Ice 9.36 6.20 0.16 APXVSPP18-C-A20 B From Face 4.00 0.0000 130.00 No Ice 8.26 5.28 0.06 0.00 1/2"Ice 8.81 5.74 0.11 0.00 V Ice 9.36 6.20 0.16 APXVSPPI8-C-A20 C From Face 4.00 0.0000 130.00 No Ice 8.26 5.28 0.06 0.00 1/2"Ice 8.81 5.74 0.11 0.00 V Ice 9.36 6.20 0.16 (2)RRH A From Face 4.00 0.0000 130.00 No Ice 2.24 1.29 0.09 0.00 1/2"Ice 2.45 1.46 0.10 0.00 V Ice 2.66 1.63 0.12 (2)RRH B From Face 4.00 0.0000 130.00 No Ice 2.24 1.29 0.09 0.00 1/2"Ice 2.45 1.46 0.10 0.00 1"Ice 2.66 1.63 0.12 (2)RRH C From Face 4.00 0.0000 130.00 No Ice 2.24 1.29 0.09 0.00 1/2"Ice 2.45 1.46 0.10 0.00 1"Ice 2.66 1.63 0.12 (2)Existing panel A From Leg 4.00 0.0000 130.00 No Ice 5.38 3.56 0.04 0.00 1/2"Ice 6.07 4.58 0.08 0,00 I"Ice 6.65 5.32 0.13 (2)Existing panel B From Leg 4.00 0.0000 130.00 No Ice 5.38 3.56 0.04 0.00 1/2"Ice 6.07 4.58 0.08 0,00 1"Ice 6.65 5.32 0.13 (2)Existing panel C From Leg 4.00 0.0000 130.00 No Ice 5.38 3.56 0.04 0.00 1/2"Ice 6.07 4.58 0.08 0.00 1"Ice 6.65 5.32 0.13 T-Arms A From Leg 2.00 0.0000 130.00 No Ice 9.00 9.00 0.25 0.00 1/2"Ice 13.20 13.20 0.35 0.00 1"Ice 17.40 17.40 0.45 T-Arms B From Leg 2.00 0.0000 130.00 No Ice 9.00 9.00 0.25 0.00 1/2"Ice 13.20 13.20 0.35 0.00 V Ice 17.40 17.40 0.45 hu-Tower Tower 142'tall Monopole Page5 of 7 AWS Consulting Engineers. Project Date GLC NY07XC789 00:21:00 12/17/12 8912 Smokey Rd Plano,TX Client Designed by Phone Westchester Services SD FAX.- Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert fi " ft ftz ftz K ft ft _ T-Arms C From Leg 2.00 0.0000 130.00 No Ice 9.00 9.00 0.25 0.00 1/2"Ice 13.20 13.20 0.35 0.00 1"Ice 17.40 17.40 0.45 Side arm C From Face 2.00 0.0000 92.00 No Ice 2.72 2.72 0.05 0.00 1/2"Ice 4.91 4.91 0.09 0.00 1"Ice 7.10 7.10 0.13 Side arm A From Face 2.00 0.0000 92.00 No Ice 2.72 2.72 0.05 0.00 1/2"Ice 4.91 4.91 0.09 0.00 1"Ice 7.10 7.10 0.13 Omni C From Face 4.00 0.0000 92.00 No Ice 3.00 3.00 0.05 0.00 1/2"Ice 4.03 4.03 0.07 5.00 1"Ice 5.03 5.03 0.10 Omni A From Face 4.00 0.0000 92.00 No Ice 3.00 3.00 0.05 0.00 1/2"Ice 4.03 4.03 0.07 5.00 1"Ice 5.03 5.03 0.10 Side arm A From Face 2.00 0.0000 72.00 No Ice 2.72 2.72 0.05 0.00 1/2"Ice 4.91 4.91 0.09 0.00 1"Ice 7.10 7.10 0.13 Side arm B From Face 2.00 0.0000 72.00 No Ice 2.72 2.72 0.05 0.00 1/2"Ice 4.91 4.91 0.09 0.00 1"Ice 7.10 7.10 0.13 Side arm C From Face 2.00 0.0000 72.00 No Ice 2.72 2.72 0.05 0.00 1/2"Ice 4.91 4.91 0.09 0.00 1"Ice 7.10 7.10 0.13 Side arm A From Face 2.00 0.0000 72.00 No Ice 2.72 2.72 0.05 0.00 1/2"Ice 4.91 4.91 0.09 0.00 1"Ice 7.10 7.10 0.13 Omni A From Face 4.00 0.0000 72.00 No Ice 3.00 3.00 0.05 0.00 1/2"Ice 4.03 4.03 0.07 5.00 1"Ice 5.03 5.03 0.10 Omni B From Face 4.00 0.0000 72.00 No Ice 3.00 3.00 0.05 0.00 1/2"Ice 4.03 4.03 0.07 5.00 1"Ice 5.03 5.03 0.10 Omni C From Face 4.00 0.0000 72.00 No Ice 3.00 3.00 0.05 0.00 1/2"Ice 4.03 4.03 0.07 5.00 1"Ice 5.03 5.03 0.10 Omni A From Face 4.00 0.0000 72.00 No Ice 3.00 3.00 0.05 0.00 1/2"Ice 4.03 4.03 0.07 5.00 1"Ice 5.03 5.03 0.10 Dipole A From Face 4.00 0.0000 72.00 No Ice 3.00 3.00 0.05 0.00 1/2"Ice 4.03 4.03 0.07 -5,00 1"Ice 5.03 5.03 0.10 Pirod 4'Side Mount Standoff A From Face 0.50 0.0000 72.00 No Ice 2.72 2.72 0.05 (1) 0.00 1/2"Ice 4.91 4.91 0.09 0.00 1"Ice 7.10 7.10 0.13 GPS antenna A From Face 0.50 0.0000 62.00 No Ice 3.00 3.00 0.05 0.00 1/2"Ice 4.03 4.03 0.07 0.00 1"Ice 5.03 5.03 0.10 Bas@',: t@;DeS1 f1'Dat3' Job Page MxTower 142'tall Monopole 6 of 7 Project Date AWS Consulting Engineers. LLC NY07XC789 00:21:00 12/17/12 8912 Smokey Rd Plano, TX Client Designed by Phone: Westchester Services SD FAX.- Plate AX:Plate Number Anchor Bolt Actual Actual Actual Actual Controlling Critical Thickness of Anchor Size Allowable Allowable Allowable Allowable Condition Ratio Bolts Ratio Ratio Ratio Ratio Bolt Concrete Plate Stiffener Tension Stress Stress Stress K ksi ksi ksi in in _ 2.6525 20 2.2500 58.72 1.105 27.138 Plate 1.01 131.21 2.100 27.000 6/ 0.45 0.53 1.01 Compression Checks P01e,Desi n Data Section Elevation Size L L Kl/r F A Actual Allow. Ratio No. P P. P ft ft ft ksi in' K K Pa Ll 141.83-111.83 TP27xl9x0.25 30.00 0.00 0.0 30.000 21.5338 -6.06 646.01 0.009 (1) L2 111.83-81.83 TP35x27x0.3125 30.00 0.00 0.0 30.000 34.9043 -10.65 1047.13 0.010 (2) L3 81.83-41.83(3) TP45.6667050.375 40.00 0.00 0.0 30.000 54.6897 -14.72 1640.69 0.009 L4 41.83-0(4) TP56.8213x45.6667x0.5 41.83 0.00 0.0 30.000 90.6773 -26.80 2720.32 0.010 Pole Bending.-Design Data Section Elevation Size Actual Actual Allow. Ratio Actual Actual Allow. Ratio No. A fbf Fe. Ji. My .fey Fby .fey ft kip ft ksi ksi p. kip-ft ksi ksi Fb Ll 141.83- TP27x19x0.25 154.17 -13.156 30.000 0.439 0.00 0.000 30.000 0.000 111.83(1) L2 111.83-81.83 TP35x27x0.3125 438.21 -17.785 30.000 0.593 0.00 0.000 30.000 0.000 (2) L3 81.83-41.83 TP45.6667050.375 1049.33 -20.801 30.000 0.693 0.00 0.000 30.000 0.000 (3) L4 41.83-0(4) TP56.8213x45.6667x0.5 1921.26 -18.483 30.000 0.616 0.00 0.000 30.000 0.000 Pole"Interaction Desl n'Data Section Elevation Size Ratio Ratio Ratio Comb. Allow. Criteria No. P fnt fby Stress Stress ft Pa Fex Fb Ratio Ratio Ll 141.83- TP27xl9x0.25 0.009 0.439 0.000 0.448 1.333 H1-3 6/ 111.83(l) 6 L2 111.83-81.83 TP35x27x0.3125 0.010 0.593 0.000 0.603 1.333 H1-3 4/ (2) L3 81.83-41.83 TP45.6667050.375 0.009 0.693 0.000 0.702 1.333 H1-3 f i � Job Page h acTower 142'tall Monopole 7 of 7 AWS Consulting Engineers. Project Date LLC NY07XC789 00:21:00 12/17/12 8912 Smokey Rd Plano,TX Client Designed by Phone: Westchester Services SD FAX. Section Elevation Size Ratio Ratio Ratio Comb. Allow. Criteria No. P f& fby Stress Stress fl Pa F& Fey Ratio Ratio (3) L4 41.83-0(4) TP56.8213x45.6667x0.5 0.010 0.616 0.000 0.626 1.333 1-11-3'Y soction"Capadity Table Section Elevation Component Size Critical P SF'Pomw % Pass No. _ ft Type Element K K Capacity Fail Li 141.83-111.83 Pole T TP27xl9x0.25 _ 1 -6.06 861.14 33.6 Pass L2 111.83-81.83 Pole TP35x27x0.3125 2 -10.65 1395.82 45.2 Pass L3 81.83-41.83 Pole TP45.6667050.375 3 -14.72 2187.04 52.7 Pass L4 41.83-0 Pole TP56.8213x45.6667x0.5 4 -26.80 3626.19 47.0 Pass Summary Pole(L3) 52.7 Pass Base Plate 75.4 Pass RATING= 75.4 Pass Program Version 6.0.0.8-9/7/2011 File:C:/Users/shraddha/Documents/Westchester Services LLC/AWS 05085 NY07XC789 600/NY07XC789.eri 5550 Merrick Road Suite 302 Massapequa,NY 11758 516-557-2398 office 516-557-2397 fax January 24,2013 Town of Southold Southold Town Hall 53095 Rt. 25 P.O. Box 1179 Southold,NY 11971 Re: Building permit application for Sprint Spectrum Realty Company, L.P for the property located at 41405 Route 25A, Peconic,NY(Section 75, Block 5 Lot 14.1)(NY07XC789) To Whom It May Concern: Sprint Spectrum Realty Company, L.P. ("Sprint") is filing this building permit application for the above referenced property. The purpose of this permit is to remove six(6)existing antennas and replace them with three(3)new antennas and related equipment and replace 2 equipment cabinets in the existing equipment room. Please note that Sprint is not increasing the size of its leasehold area. Enclosed please find the following documents which are being submitted in support of this application: 1) Fully Executed Building Permit Application; 2) Application for certificate of occupancy 3) Filing fee checks for$500 check# 0123 and $50 check# 124; 4) Two(2)originals of the Structural analysis dated December 17, 2012; 5) 4 copies of the property survey 6) Four(4) sets of signed and sealed drawings dated 12-14-2012 7) copy of the lease with the Town of Southold 8) certificate of insurance from Lucent Alcatel Please review the attached documents and let me know if you need any additional information. Please call me and I will pick up the permits. Thank you. Sincerely, 1 Victoria Brennan r FOR INTERNAL uSE ONLY SITE PLAN USE DETERMINATION Initial Determination Date: I o2/ I Date Sent: Project Name�o�►� Project Address: Y2K P0 / Suffolk County Tax Map No.:1000-�._- -� -1�.�-- Zoning District: Request: (Note: Copy of Building Permit Application and supporting documentation as to proposed use or uses should be submitted.) Initial Determination as to whether use is permitted: P9� Initial Determination as to whether site plan is required: / Sig ature of Building Inspector Planning Department (P.D.) Referral: P.D. Date Received: / / Date of Comment: I I Comments: Signature of Planning Dept.-Staff Reviewer Final Determination Date: Decision: RinnnatfirR of Riiildina InsnPctnr s State of New York Telecommunications Site Review Consultants, Inc. Antenna Upgrade 7050 W.Palmetto Park Road#15-652 Boca Raton,Florida 33433 Tel:877-438-2851 Fax:877-220-4593 March 21, 2013 Heather M. Lanza,AICP r- Planning Director Town Hall Annex Building 53095 Route 25 Southold,New York 11971 MAR 2 5 Z l? .j RE: SprintPCS Wireless Application Site: NY07XC789 41405 Route 25; Peconic,New York Dear Ms. Lanza, At your request on behalf of the Town of Southold,New York, CityScape Consultants, in its capacity as telecommunications consultant for the Town, has considered the merits of an application submitted by SprintPCS Wireless along with Nextel ("Applicant"), to make changes which will consist of modification of the existing Sprint CDMA cellular/text communications service and the Nextel iDEN services on the tower. The Applicant will replace their six (6) existing antennas which are supported by six (6) 1&5/8 inch feed lines located at one hundred thirty (130) feet on the existing one hundred forty-two (142) foot monopole type support structure to the Applicant's ground equipment, see figure 1. The final installation will consist of three (3)new panel Type antennas and three(3) Hybriflex feed lines with provisions to excite the three (3) 800 MHz remote radio heads and the three (3) 1900 MHz remote radio heads. The six (6) existing 1&5/8 inch feed lines and the six (6) existing CDMA/iDEN panel antennas will be removed. All the changes will occur at the one hundred thirty (130) foot level. The existing facility is owned by the Town of Southold and is located at 41405 Route 25 in Peconic, New York,28546, see figure 2. This application for a new wireless facility will not substantially change the service area but will modify both Sprint and Nextel to provide fourth generation (4G) services into the immediate area of the Island. SprintPCS along with Nextel plans new electronic ground equipment within their existing shelter in the leased ground compound, see figure 3. The proposed new SprintPCS/Nextel facility meets the provisions of the federal act,the provisions as indicated in the Town Ordinance and Cityscape recognizes that the facility would meet the necessary requirements. The SprintPCS completed project will have three (3) new multiband and upgraded antennas for both the Nextel- iDen operation at 800 MHz and the SprintPCS operation at 1900 MHz; one set for each sector and interconnected by one (1)Hybriflex line per sector for a total of three (3) Hybriflex feed lines, see figure 4. The proposed tower additions are detailed within the structural analysis which does confirm that following the SprintPCS installation the tower is capable of this additional new antenna array. SprintPCS Wireless Site/Facility:NYCENY1027 0 21855 Country Road Cutchogue,New York Consultants, Inc. March 21,2013 Telecommunications Site Review Page 2 New York Antenna Upgrade The Applicant proposes to utilize spectrum that operates near the frequency band used by Southold and Suffolk County public safety, but is not expected to cause any interference. The Applicant knows of FCC rules regarding interference. The applicant did not submit any documentation confirming federal limitations of radio frequency energy concerning exposure to humans. That has been customary in other applications in Southold. The changes in the antenna and feed lines have an impact on the safety of the tower support structure; therefore a structural analysis was required to assure the necessary safety measures are not impaired. The final tower rating will be 75.4% out of an allowable 105%, see figure 5. That is a high amount of stress for a tower with only three (3) additional carriers. Cityscape believes there should be capability for two (2) additional carriers plus additional Town of Southold communications equipment. The Applicant provided a letter to confirm compliance with the FCC rules regarding subject facilities and the Applicant's provided Construction Drawings indicate the feed lines shall be installed within the monopole structure. Cityscape concludes that all requirements have been met to satisfy the federal oversight, state of New York statutes and the Southold Town Codes and is of the opinion that the approval for construction of this application is warranted to facilitate improved SprintPCS/Nextel wireless services in the general area. CityScape confirms the proposed site is properly designed to accommodate all of the Applicant's requests within the property limits. The site has been designed by experts and has been managed, constructed and operated by professionals with expertise in telecommunications site design and construction. This practice corresponds with the desires of the Town. Being this application has been found to be complete, in compliance with both federal oversight and the Town codes; Cityscape recommends approval for SprintPCS along with Nextel to construct and install the proposed new facility in accordance with the construction drawings dated January 18, 2013. Respectfully submitted, Richard L. Edwards FCC Licensed PCIA Certified CityScape Consultants, Inc. SprintPCS Wireless Site/Facility:NYCENY1027 21855 Country Road Cutchogue,New York Consultants, Inc. March 21,2013 Telecommunications Site Review Page 3 New York Antenna Upgrade EXISTING C.ARRwER ANTENNAS TO RIDAAIN (TYP.) (2) EXISTING SPRINT ANM4" TO BE REMOVED AND REPiACE WITH (1) NEW SPRINT ANTENNA ON NEW 3" SCHED, 40 RGS PIPE WITH (2)_NEW RRHS MOUNTED TO T-ARM STIFFENERS. (TYP. OF 3 SECTORS) I EXISTING CARRIER ANTENNAS TO REMAIN W 1 I z I EXISTING 142'-0" MONOPOLE TOWER I REMOVE B E7ItS:4 SPRINT o Up MONOPOLE BE REMOVED AND rn � ( REPLACED WITH (3) 1-1/4" Q I HYBRInZK CABLES u (1) EXISTING SPRINT GPS UNIT TO BE ROKWED AND REPLACED w/(1) NEW SPRINT GPS UNIT ON EXISTING PIPE 4 ° EXISTING BUILDING WITH SPRINT EQUIPMENT INSEE iv �+ STORAGE ROOM W N H BASEMENT W/(2) NEW SPRINT E(MIlPINf NT t CABINETS N• 0' S' 10' 20' Figure 1. Tower Elevation SprintPCS Wireless Site/Facility:NYCENY1027 LeIrB= 21855 Country Road Cutchogue,New York Consultants, Inc. March 21,2013 Telecommunications Site Review Page 4 New York Antenna Upgrade DoLorme StramAtlas USAe 200! x it i-, 25 0 lip, 1A r 25 39 x (� 4 A j til �,a I !w } n9' i 1Y�c'fie' / c i v1a r" Data^se subject to license. 8 ®DeLorme.DeLorme Street ABas USA®2009. 0 400 800 1200 1800 2000 "w.deWme.com MN(13.8°M Data Zoom 14-0 Figure 2. Site Location SintPCS Wireless Site/Facility:NYCENY1027 21855 Country Road Consultants, Inc. Cutchogue,New York March 21,2013 Telecommunications Site Review Page 5 New York Antenna Upgrade SPRINT TO ROD k DRAGLINE EXISTING 2- SPRINT CONDUIT IN CEILING FROM MEETPOINT TO NEW CABLEMSIO N MV EQUIPMENT INSIDE EXISTING SPRINT PPC TELCO COMPARTMENT. CABLEMSION TO RUN FIBER THROUGH EXISTING 2` CONDUIT (APPROX. 25M NEW MV EQUIPMENT MOUNTED ON NEW PLYWOOD BACKBOARD IN EXISTING SPRINT PPC TELCO SIDE NEW CABLEMSION INSTALLED INNERDUCT(MEET POINT) APPROXIMATE LOCATION OF EXISTING SPRINT EQUIPMENT ROOM IN BASEMENT W/(2) NEW SPRINT EQUIPMENT CABINETS PROVIDE (1) NEW SPRINT 1/2- CONDUIT W/(3) #12 AWG FROM NEW SPRINT BTS Tr BrS CABINET TO NEW MV EQUIPMENT FOR NEW DC POWER AND (1) NEW SPRINT k SEE STORAGE 3/4'CONDUIT FROM NEW MV EQUIPMENT SK TO NEW SPRINT BTS CABINET FOR FIBER 1 r J G WITH PULL ROPE. (APPROX. t20') cc.•. EXISTINGI I` Z BUILDING rjjj` POUCE l� PADIO �y. EXISTING SPRINT 'i(ACUMr (1) NEW SPRINT GPS UNIT TO UIMT METER REPLACE (1) EXISTING SPRINT GPS . UNIT AT +62'-0'ACL ON MONOPOLE rn (6) EXISTING SPRINT COAX r CABLES LOCATED IN (6) EXISTING 6' UNDERGROUND MONOPOLEo PVC CONDUITS TO BE O I REMOVED AND REPLACED o O WITH (3) NEW t-1/4' •� ISPRINT HYBRIFLEX CABLES. EXIST NG :SIDEWAI . EXISTING ICE BRIDGE i 0' t' 3' 6' Figure 3. Shelter in Ground Compound SprintPCS Wireless Site/Facility:NYCENY1027 I o Me 21855 Country Road Consultants, Inc. Cutchogue,New York March 21,2013 Telecommunications Site Review Page 6 New York Antenna Upgrade 44"e 0 r (2) EXISTING SPRINT PIPE �O. MOUNTS TO REMAIN NEW SQRINT (TYP. OF 3 SECTORS) SECTOR 3 p�t�EN�` 260 (2) NEW SPRINT RRHS MOUNTED TO T-ARM STIFFENER (TYP. OF » 3 SECTORS) 4,0 PROVIDE NEW STABILIZER BAR TO BE MECHANICALLY 7- FASTENED FASTENED n (TYP. OF 3 SECTORS) -4'0 LP N� (1) NEW SPRINT ANTENNA ON 3" SCHED. 40 RGS PIPE MOUNT (TYP. OF 3 SECTORS) 0' 1' 3' 6' Figure 4. Final Antenna Configuration SprintPCS Wireless Site/Facility:NYCENY 1027 0 21855 Country Road Consultants, Inc. Cutchogue,New York March 21,2013 Telecommunications Site Review Page 7 New York Antenna Upgrade (3)now APXVSPPIB4-A20 and(6)RRH units. (3)Now 1-114"HybOm cables vAl be added and the(8)1-5ff coax cables will be removed.The antennas vOl be Meched to the pipe mourn on the face of the T-Arms on the middle pipe.The RRH and fiber equipment shall be mounted to the arm portion of the T-N m on new pipes and as dose as passible to the monopole.Additionally stalfter arms should be installed to support the T-Awns.Refer to the Construction Dmoings by Westchester Servicers,LLC dated 12/1712012 for mounting details. The monopole will retrain In compliance with the Now York State BLdd rp Code, the TLAm=-F standard, ASCE 7-05 and the AISC standard. The wind loads were calculated for a basic wind speed of 85 basic mile wind speed mph w0hout kxL This ahuctural ovatuel m Is be on the fotlowing documents and assumptions: • Monopole mapping from CowColl dated 12/10/2012 • Following data was assumed based on the mappine: Section 1:W-470.5 tNdc Section 14T-112'0-375'thick Section 3:W-112'0.312V thick Section 4:117-11470-217 thiole 50 ksi wool for the pole and 35 ksi for the base plate. • Architectural Drawings dated 1211712012 and field information as prepared by 1Wesichosder Services,LIC. The monopole has then capacity to support the additional antennas,mound and coax bads as par the minimum rode requirements.The following table shows a summary of the member capacity: 141.83-111.83 Pole Shaft 33.8 Pass 111.83-81.83 Pole Shelf 45.2 Pass 81.53-41,83 Pole Shaft 52,7 Pass 41.83-0 Polo Shaft 47.0 Pass Base Plebe 75.4 Pass Anchi r Bolts 33.83 Paas The analysis of the existing monopole indicates that it Is morally adeauats and in compliance with the code requirements rnardioned above.The foundation could not be evaluated based oa On information available to us. We appreciate the opportunity to be of service on this projed.Please do not hesitate to contact us with any questions or cancers. Fating e new Tower ill be 75.4% out Shn"m Dh i%RE imum of 105% NewYonk Lioense cls 089518 Expires:5131/2014 Figure 5. Structural Analysis Post Installation 7 . State of New York 0 G � Telecommunications Site Review Consultants, Inc. Antenna Upgrade 7050 W.Palmetto Park Road#15-652 Boca Raton,Florida 33433 Tel:877-438-2851 Fax:877-220-4593 April 17, 2013 Heather M. Lanza,AICP Planning Director g P R 182013 Town Hall Annex Building 53095 Route 25 Southold,New York 11971 �..a RE: SprintPCS Wireless Application Site: NY07XC789 41405 Route 25; Peconic,New York Dear Ms. Lanza, At your request on behalf of the Town of Southold,New York, Cityscape Consultants, in its capacity as telecommunications consultant for the Town, has considered the merits of an application submitted by SprintPCS Wireless along with Nextel ("Applicant"), to make changes which will consist of modification of the existing Sprint CDMA cellular/text communications service and the Nextel iDEN services on the tower. The Applicant will replace their six (6) existing antennas which are supported by six (6) 1&5/8 inch feed lines located at one hundred thirty (130) feet on the existing one hundred forty-two (142) foot monopole type support structure to the Applicant's ground equipment, see figure 1. The final installation will consist of three (3)new panel Type antennas and three(3) Hybriflex feed lines with provisions to excite the three (3) 800 MHz remote radio heads and the three (3) 1900 MHz remote radio heads. The six (6) existing 1&5/8 inch feed lines and the six (6) existing CDMA/iDEN panel antennas will be removed. All the changes will occur at the one hundred thirty (130) foot level. The existing facility is owned by the Town of Southold and is located at 41405 Route 25 in Peconic, New York, 28546, see figure 2. This application for a new wireless facility will not substantially change the service area but will modify both Sprint and Nextel to provide fourth generation (4G) services into the immediate area of the Island. SprintPCS along with Nextel plans new electronic ground equipment within their existing shelter in the leased ground compound, see figure 3. The proposed new SprintPCS/Nextel facility meets the provisions of the federal act, the provisions as indicated in the Town Ordinance and Cityscape recognizes that the facility would meet the necessary requirements. The SprintPCS completed project will have three (3) new multiband and upgraded antennas for both the Nextel- iDen operation at 800 MHz and the SprintPCS operation at 1900 MHz; one set for each sector and interconnected by one (1) Hybriflex line per sector for a total of three (3) Hybriflex feed lines, see figure 4. The proposed tower additions are detailed within the structural analysis which does confirm that following the SprintPCS installation the tower is capable of this additional new antenna array. SprintPCS Wireless4 ■ ■■N■ ■ Site/Facility:NY07XC789 o iP 41405 Route 25A Yid' Peconic,New York Consultants, Inc. April 17,2013 Telecommunications Site Review Page 2 New York Antenna Upgrade The Applicant proposes to utilize spectrum that operates near the frequency band used by Southold and Suffolk County public safety, but is not expected to cause any interference. The Applicant knows of FCC rules regarding interference. The applicant did not submit any documentation confirming federal limitations of radio frequency energy concerning exposure to humans. That has been customary in other applications in Southold. The changes in the antenna and feed lines have an impact on the safety of the tower support structure; therefore a structural analysis was required to assure the necessary safety measures are not impaired. The final tower rating will be 75.4% out of an allowable 105%, see figure 5. That is a high amount of stress for a tower with only three (3) additional carriers. CityScape believes there should be capability for two (2) additional carriers plus additional Town of Southold communications equipment. The Applicant provided a letter to confirm compliance with the FCC rules regarding subject facilities and the Applicant's provided Construction Drawings indicate the feed lines shall be installed within the monopole structure. CityScape concludes that all requirements have been met to satisfy the federal oversight, state of New York statutes and the Southold Town Codes and is of the opinion that the approval for construction of this application is warranted to facilitate improved SprintPCS/Nextel wireless services in the general area. CityScape confirms the proposed site is properly designed to accommodate all of the Applicant's requests within the property limits. The site has been designed by experts and has been managed, constructed and operated by professionals with expertise in telecommunications site design and construction. This practice corresponds with the desires of the Town. Being this application has been found to be complete, in compliance with both federal oversight and the Town codes; CityScape recommends approval for SprintPCS along with Nextel to construct and install the proposed new facility in accordance with the construction drawings dated January 18, 2013. Respectfully submitted, Richard L. Edwards FCC Licensed PCIA Certified CityScape Consultants, Inc. SprintPCS Wireless ° I Site/Facility:NY07XC789 a 41405 Route 25A Consultants, Inc. Peconic,New York April 17,2013 Telecommunications Site Review Page 3 New York Antenna Upgrade EXISMG CARRSER ANTENNAS 70 REMAIN (TYP.) (2) EXISTING SPRINT ANTENNAS TO BE REMOVED AND REPLACE WITH (1) NEW SPRINT ANTENNA ON NEW 3' SCHED. 40 RCS PIPE WITH (2)_NEW RRHS MOUNTED TO T-ARM STIFFENERS. (TIP. OF 3 SECTORS) I —EXISTING CARRIER ANTENNAS TO REMAIN (IYP,) W ►- I EXISTING 142'-0" MONOPOLE TOWER N z I REMOVE (B) EXISTM SPRINT COAX CABLES RINI UP INSIDE OF .. I MONOPOLE TO BE REMOVED AND REPLACED WITH (3) 1-1/4" 0 0 I HYBRIn EX CABLES ' 4 � I I (1) EXISTING SPRINT CPS UNIT 70 BE r I REMOVED AND REPLACED W/(T) NEW 1 SPRINT GPS UNIT ON EXISTING PIPE o I MOUNT, ti o 4 I 1 00- 41 EXISTING BUE.OING WITH SPRINT EQUIPMENT INSIDE �y er I STORAGE ROOM IN N I RMCM£NT W/(2) NEW SPRINT EOUWUF..NT CABINETS N' L 0' S' 10' 20' Figure 1. Tower Elevation SpntPCS Wireless IRM=Sitee/Facility:NY07XC789 41405 Route 25A Peconic,New York Consultants, Inc. April 17,2013 Telecommunications Site Review Page 4 New York Antenna Upgrade IIIiIMIMI DeLo me SV*MAdn USAOZ009 1 , ii - � 'k/ r i J r 1 J ! � t! u y1. J, dem \ % 1 25 ll � � -ya KB.tn�ly t K Y.i Data use subject to icense 0 O DeLomne Delom*Sheet Atlas USA®2009- 0 400 000 1200 1800 2000 www.delom.com MN(13.8° Data Zoom 14-0 Figure 2. Site Location SprintPCS Wireless ■� ■ ■■ Site/Facility:NY07XC789 o p 41405 Route 25A Peconic,New York Consultants, Inc. April 17,2013 Telecommunications Site Review Page 5 New York Antenna Upgrade SPRINT TO ROD & ORAGUNE EXISTNG 2" SPRINT CONDUIT IN CEILING FROM MEETPOINT TO NEW CABLEVISION AAV EQUIPMENT INSIDE EXISTING SPRINT PPC TELCO COMPARTMENT. CABLEVISION TO RUN FIBER THROUGH EXISTING 2" CONDUIT NEW AAV EQUIPMENT MOUNTED (APPROX. 25FT) ON NEW PLYWOOD BACKBOARD IN EXISTING SPRINT PPC TELCO SIDE NEW CABLEVISION INSTALLED INNERDUCT (MEET POINT) APPROXIMATE LOCATION OF EXISTING SPRINT EQUIPMENT ROOM IN BASEMENT W/(2) NEW SPRINT EQUIPMENT CABINETS PROVIDE (1) NEW SPRINT 1/2"CONDUIT chi CA9 NET T12 O NEW AING AVEQUIPMENT SPRINT NEW FOR NEW OC POWER AND (1) NEW SPRINT POLICE STORAGE 3/4' CONDUIT FROM NEW AAV EQUIPMENT ' _J 0m TO NEW SPRINT STS CABINET FOR FIBER S T (— G EXISTING WITH PULL ROPE. (APPROX. t20') r I IZ Z G BUILDING ? O RADIO EXISTING SPRINT (1) NEW SPRINT GPS UNIT TO METER REPLACE (1) DUSTING SPRINT GPS rc UNIT AT t62'-0"AGL ON MONOPOLE (6) EXISTING SPRINT COAX r . CABLES LOCATED IN (6) EXISTING 6" UNDERGROUND MONJOPOLEo PVC CONDUITS TO BE o O ( REMOVED AND REPLACED o O WITH (3) NEW 1-1/4" •• SPRINT HYBRIFLEX CABLES. EXISTING - y I SID00 EWALK EXISTING ICE BRIDGEOEM •- . , 0' 1' 3' 6' Figure 3. Shelter in Ground Compound SprintPCS Wireless ■ ■ N Site/Facility:NY07XC789 o G e 41405 Route 25A Consultants, Inc. Peconic,New York April 17,2013 Telecommunications Site Review Page 6 New York Antenna Upgrade 0 (2) EXISTING SPRINT PIPE MOUNTS TO REMAIN NEyJ SPRti�T (TYP. OF 3 SECTORS) SECTOR 3 Egjv0 NA 26� (2) NEW SPRINT RRHS MOUNTED TO T-ARM STIFFENER (TYP. OF �+ 3 SECTORS) PROVIDE NEW STABILIZER BAR TO BE MECHANICALLY FASTENED (TYP. OF 3 SECTORS) o `� cn,Z;j�� N� (t) NEW SPRINT ANTENNA ON 3" SCHED. 40 RGS PIPE MOUNT (TYP. OF 3 SECTORS) NOMW 0' 1' 3' 6' Figure 4. Final Antenna Configuration SprintPCS Wireless ■ I Site/Facility:NY07XC789 0 41405 Route 25A Consultants, Inc. Peconic,New York April 17,2013 Telecommunications Site Review Page 7 New York Antenna Upgrade (3)new APXVSPPI84-A20 and(6)RRH units (3)Now 1-1 W Hybriftx cables wiA be added and the(6)1-fff Coax cables will be removed.The antennas will be aRtechad to the pipe mount on the few of the T-Arms on the middle pipe, The RRH and 1111ter equipment shall be marled to the arm Portion of the T-Arm on new pipes and as dose as possible to the monopole.Aoc tionallp stabilkwr arms should be kudalled to support the T-Amts.Refer to the Construction Dravfte,by Westcha W Services.LLC dated 12/17/2012 for mounting details. The monopole wW remain In compliance with the New York Slate 8aildirg Coda, On TIA-221-F standard, ASCE 7-05 and the AISC standard. The wind loads were calculated for a besic wind speed of 85 best mile wind speed mph without be. This structural evaluation is based on the fallowing documents and assumptions: • Monopole mapping tram Com-Cell dated 1211012012 • Following data was assumed based on the rapping: Section 1:(Y-42'0.5 thick Section 2:42'-82'0.375'thick Section 3:82'-112'0.3125'thick Section 4, 112'-142'0-261 thick 50 ksi sleet for the pole and 36 ksi for the base plate. • Architectural DnwAnge dated 12/17/2012 and field information as prepared by Weetcheater Services,LLC. The monopole has the capacity to support the additional antennas,mount and coax loads as per the minimum code requirenwnts.The following table shows a summary of the member capacity: 141.83-111.83 Polo Shaft 33.8 Pass 111.83-81.83 Pole Shaft 45.2 Pass 81.83-41.83 Pole Shaft 52.7 Pass 41.83.0 Pole Shaft 47.0 Pass emplate 75.4 Pass * Anchor Bolts 33.83 Pass The analysis of the o)dshng monopole indicates that k Is slruclurelly adeauete and in oomphor" wdh Ow code requkaments mentioned above. The foundation could not be evaluated based on the information available to us. We appreciate the opportunity to be of gervioe on this project. Please do not hesitate to contact us with any questions or conoems. Regards, FRating e new Tower r i!! be 75.4% out Shraddho Oto"P.E imam of 105°/ New Yolk License 0 089516 U Expires:5+'3112014 Figure 5. Structural Analysis Post Installation l SITE NAME : PECONIC POLICE DEPT. Sprintl ".0r')AA0 1 INTERNATIONAL BLVD., SUITE 800 MAHWAH, NJ 07495 TEL: (201 ) 684-4000 • FAX: (201 ) 684-4223 AlcateleLucent .... NUMBER : NY 7X 600-700 MOUNTAIN AVE SITE 0 89 MURRAY HILL, NJ 07974 TEL: (908) —582-8500 JOHN M. BANKS ARCHITECT 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX 847-277-0080 SITE AROUTE 2414055 WESTCHESTER PECONIC , NY 1958 13SERVICES LLC 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX : 847-277-0080 AE©westchesterservices.com SITE INFORMATION DRIVING DIRECTIONS FROM NEAREST MAJOFR AIRPORT APPLICABLE CODES DRAWING INDEX FROM JFK INTERNATIONAL AIRPORT, HEAD NORTHEAST, SLIGHT LEFT TOWARD JFK EXPRESSWAY, SHEET NO:, SW- T TITLE SITE ADDRESS: MERGE ONTO JFK EXPRESSWA'r', KEEP LEFT AT THE FORK, FOLLOW SIGNS FOR BELT PKWY SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND 41405 ROUTE 25 E/EASTERN LI AND MERGE ONTO BELT PKWY, CONTINUE ONTO SOUTHERN ,STATE CONTINUE ONTO LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION FOR THE _ PECONIC, NY 1 1958 SOUTHERN STATE PKWY HECKSCHER SP'_R, TAKE EXIT 44E TOWARD MONTAUK/NY-27 E, MERGE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT OF THE T-1 TITLE SHEET ONTO SUNRISE HWY SOUTH :: RVICE RD. TAKE THE RAMP ONTO NY-27 E, TAKE EXIT 63N FOR DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN. A-1 PARTIAL SITE PLAN PROPERTY OWNER: OLD RIVERHEAD ROAD TOWARD WESTHAMPTON BEACH, MERGE ONTO COUTN'Y RD 31/OLD BUILD RIVERHEAD RD BUILDING CODE: A-2 EQUIPMENT ROOM DETAILS RIVERHEAD RD, ONTINUE TO FOLLOW COUNTY RD. 31/OLD IRIVEHEAD RD, CONTINUE TOWN OF SOUTHOLD / 2010 BUILDING CODE " OF NYS, AS ADOPTED BY THE STATE OF NEW YORK A-3 TOWER ELEVATION 53095 MAIN ROAD, ONTO COUNTY RD 104/QUOGI_tE ,'RIVERHEAD RD, KEEP RIGHT AT THE FORK TURN RIGHT ONTO Y 1 1971 MAIN RD, TURN LEFT, DESTiNit,ii ION WILL BE ON THE LEFT A-4 ANTENNA LAYLLIT - 0 12.14.12 FINAL CD SOUTHOLD, N ELECTRICAL CODE: A-5 EQUIPMENT DEThLJ (631) 765-1800 NEC 2010, AS ADOPTED BY THE STATE OF NEW YORK NO. DATE DESCRIPTION NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70-2010, NATIONAL ELECTRICAL A-6 RFDS & BILL OF MATERIALS ZONING JURISDICTION: LOCATION MAP CODE AS ADOPTED BY STATE OF NEW YORK A-7 ELECTRIC PLAN, <c NOTES & WIPING SCHEMATIC DRAWN BY: JS A-8 ELECTRICAL NOTES & ANTENNA SCHEMATIC TOWN OF SOUTHOLD LIGHTNING PROTECTION CODE: CHECKED BY: JMB NEPA 780-2008 LIGHTNING PROTECTION CODE A-9 GROUNDING DETAILS POWER COMPANY: Q _ JOB NUMBER: NY07XC789 NG LOISLAND POWER AUTHORITY SUBCONTRACTOR'S WORK SHALL COMPLY WITH LATEST EDITION OF THE FOLLOWING GN-1 GENERAL NOTES F-1 FIBER SITE PLAN LONG STANDARDS. AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR ( 490-0025 STRUCTURAL CONCRETE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF ARCHITECT: JOHN BANKS STEEL CONSTRUCTION, ASD, NINTH EDITION TELECOMMUNICATIONS INDUSTRY ASSOCIATION TELCO COMPANY: ' (TIA) 222—F, STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWER AND ANTENNA VERIZON SUPPORTING STRUCTURES: Y �_ TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR COUNTY: � TELECOMMUNICATIONS SUFFOLK • P INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81 GUIDE FOR MEASURING EARTH RESISTIVELY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND y `a� TAX -MAP DESIGNATION: O �w SYSTEM 111.Al A r5 IEEE 1100 1999 RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF DISTRICT: 1000 v� ( ) � SECTION: 15 ELECTRONIC EQUIPMENT. BLOCK: 05 G� LOT: 14.1 A� s ELECTRICAL �o �� PROJECT DESCRIPTION _7 = � -- ,� 1� k 5i 0 � T�� L ' m 'Lid, <�� F9��LOWIN0 IP�� i °-'_ `��=`°i��_ LATITUDE (NAD83). �� REMOVE (6) EXISTING SPRINT ANTENNAS AND REPLACE WITH (3) NEW SPRINT ANTENNAS 12. 41' 2' 26.9982" N NY07XC789 41 .040833 WITH (6) NEW SPRINT RRHS REMOVE (1) EXISTING SPRINT BTS CABINET AND (1) EXISTING �,�NAPP��i, LL ��rr�i;��a; �.:�AUi4� -�, SPRINT POWER CABINET AND REPLACE WITH (1) NEW SPRINT BTS CABINET AND (1) NEW 1. 1N&O-TION LONGITUDE NAD83 : SPRINT BATTERY CABINET INSIDE EQUIPMENT ROOM IN BASEMENT. REMOVE (1) EXISTING — " r- Q� SPRINT GPS UNIT AND REPLACE WITH (1) NEW SPRINT GPS UNIT ON EXISTING PIPE 1 N44'HA'i- ,"i=' THEPECONIC POLICE DEPT. —72' 27' 20.9982" W 5 = : _ �, —72.455833 Y%�Z)RK NATE. NOT KSP ,F €- �c�� DIG SAFE NUMBER 41405 ROUTE 25 PECONIC, NY 11958 PROFESSIONAL LICENSE ED Aid SHEET TITLE og ;AoSafely. � Call Before You Dig �I HEREBY - �� T cti� SE PLANS WERE Di Wait The Required Time PREPARED BY ® E DIRECT SUPERVISION Z , ■ Utility AND THAT I �A .�� � R ERED ARCHITECT York Confirm Utility Response UNDER THE S y E T E ED NEW YORK TITLE SHEET New sect the Marks 0 r Rep ��'J` 0 915'�y0� 800-962=7962 Dig With Care �oFN SHEET NUMBER www. D!gSafelyNewYork .org EXPIRES: —30-1 SIGNED: �� — Sprint 1 INTERNATIONAL BLVD., SUITE 800 MAHWAH, NJ 07495 TEL: (201) 684-4000 FAX: (201 ) 684-4223 SPRINT TO ROD & DRAGLINE EXISTING 2" Alcatel * Lucent . ..... ..., .7. SPRINT CONDUIT IN CEILING FROM 600-700 MOUNTAIN AVE MEETPOINT TO NEW CABLEVISION AAV MURRAY HILL, NJ 07974 EQUIPMENT INSIDE EXISTING SPRINT PPC TEL: (908) —582-8500 TELCO COMPARTMENT. CABLEVISION TO RUN FIBER THROUGH EXISTING 2" CONDUIT JOHN M. BANKS (APPROX. 25FT) ARCHITECT NEW AAV EQUIPMENT MOUNTED 604 FOX GLEN ON NEW PLYWOOD BACKBOARD IN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 EXISTING SPRINT PPC TELCO SIDE FAX : 847-277-0080 NEW CABLEVISION INSTALLED INNERDUCT (MEET POINT) WESTCHESTER SERVICES LLC 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 APPROXIMATE LOCATION OF FAX : 847-277-0080 \ EXISTING SPRINT EQUIPMENT AE@westchesterservices.com ROOM IN BASEMENT W/(2) NEW SPRINT EQUIPMENT \ CABINETS Ld PROVIDE ( 1 ) NEW SPRINT 1 /2 CONDUIT Q NEW NEW W/(3) # 12 AWG FROM NEW SPRINT BTS o BATT BTS CABINET TO NEW AAV EQUIPMENT FORU) CAB. CAB NEW DC POWER AND (1 ) NEW SPRINT w POLICE STORAGE 3/4 CONDUIT FROM NEW AAV EQUIPMENT � & DESK o 12.14.12 FINAL CD TO NEW SPRINT BTS CABINET FOR FIBER 0 ,T, No. DATE DESCRIPTION WITH PULL ROPE. (APPROX. X20') ^ DRAWN BY: JS o Z EXISTING I EXISTNG - Z CHECKED BY: JMB BUILDING POLICE Q O JOB NUMBER: NY07XC789 RADIO > W ARCHITECT: JOHN BANKS Ll L0 G ° . e' ve N Im .v EXISTING SPRINT A. d. xc AC UNIT METER °.v ° d 1 NEW SPRINT GPS UNIT TO ° ` °. {. REPLACE ( 1 ) EXISTING SPRINT GPS �— � . . .. 0 �� � M- 8I���c, v. A' UNIT AT f62'-0" AGL ON MONOPOLE W (6) EXISTING SPRINT COAX 'n. °.: d a ° xija ':cs xC CABLES LOCATED IN (6) d A .v a d. v ! qil y '4 tl v a ° EXISTING 6" a UNDERGROUND d A a b v d A4.. ' .° .e °d a ,°, PVC CO N D U ITS TO B E a n N�� O : a. 4EXISTING 142'-0" MONOPOLE OO °�REMOVED AND REPLACED d a A4. A ' �. A ° ;v..a 'v.•aa ° d v SEAL "O ' WITH (3) NEW 1 - 1 /4 d .. v ° G O .° EXISTINGSPRINT HYBRIFLEX CABLES. ° ° ° a O A. SIDEWALK NY07XC789 ° ° . . ° O O O °° °.•. ° .d O q n' v ..v a v '°. d ' [ O ° e ° ° •e tl ° d G \ ° a: d e v ° ° ° ° PECONIC POLICE DEPT. .ad e e 6 �. . 8 ° v. ^ a°: ° A. "d )� ° e •°. A'- • ° ° a. . a 6 n ° ve d se d° a .° Q,. 4 , a 41405 ROUTE 25 a e ° . 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BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX 847-277-0080 (6) EXISTING SPRINT COAX CABLES TO BE REMOVED WESTCHESTER 604 FOX GLEN SERVICES LLC POLICE STORAGE & DESK BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX : 847-277-0080 AE®westchesterservices.com V NORTH GRAPHIC SCALE: EXISTING EQUIPMENT ROOM- , , �A�-2SCALE: 0 1 3 6 11111ZI111111 -117-7z�11111 I EXISTING POLICE EQUIPMENT 0 12.14.12 FINAL CD NO. DATE DESCRIPTION NEW AAV EQUIPKAENT MOUNTED ON NEW PLYWOOD DRAWN BY: JS EXISTING COAX BACKBOARD IN (EXISTING SPRINT PPC TELCO SIDE PORT 3) ONLY CHECKED BY: JMB J Z-- JOB NUMBER: NY07XC789 SPRINT TO ROD & DRAGLINE EXISTING 2" SPRINT ARCHITECT: JOHN BANKS NEW SPRINT JUNCTION CONDUIT IN CEILING FROM MEETPOINT TO NEW BOX POLICE STORAGE CABLEVISION AAV EQUIPMENT INSIDE EXISTING SPRINT PPC TELCO COMPARTMENT. CABLEVISION TO RUN FIBER (3) NEW SPRINT 1 - 1 /4" ..Y THROUGH EXISTIING 2" CONDUIT 0 ARcy HYBRIFLEX CABLES (APPROX. 25FT) NEW BATT -0004 CAB. (2) NEW SPRINT 1 - 1 /2; ' I � LIQUIDTITE FLEXIBLE COkgDUITS ,, 28915"�yoQ (1 POWER, 1 FIBER) °�� ��� NEW SPRINT EQUIPMENT ROOM WITHIN EXISTING POLICE BTS EQUIPMENT ROOM. SEAL CAB (1 ) NEW SPRINT BATTER"Y CABINET & (1 ) NEW SPRINT NY07XC789 BTS CABINET ON EXISTING EQUIPMENT FRAME I PROVIDE (1 ) NEIN SPRINT 1 /2" CONDUIT W/(3) #12 AWG FROM NEW SPRINT BTS CABINET TO NEW AAV PECONIC POLICE DEPT. EQUIPMENT FOR NEW DC POWER AND (1 ) NEW SPRINT I 3/4" CONDUIT FROM NEW AAV EQUIPMENT TO NEW POLICE STORAGE & DESK SPRINT BTS CABINET FOR FIBER WITH PULL ROPE. I (APPROX. f20') 41405 ROUTE 25 PECONIC, NY 11958 NEW CABLEVISIOIN INSTALLED SHEET TITLE GRAPHIC SCALE: INNERDUCT (MEET POINT) EQUIPMENT NORTH ROOM DETAILS 2 PROPOSED EQUIPMENT ROOM- 0' 1 ' 3' 6' / 77 �-2SCALE: A-2 SHEET NUMBER EXISTING CARRIER ANTENNAS TO REMAIN (TYP-) Sprint 1 INTERNATIONAL BLVD., SUITE 800 MAHWAH, NJ 07495 TEL: (201) 684-4000 FAX: (201 ) 684-4223 AlcateloLucent (2) EXISTING SPRINT ANTENNAS TO BE 600-700 MOUNTAIN AVE REMOVED AND REPLACE WITH ( 1 ) NEW MURRAY HILL, NJ 07974 SPRINT ANTENNA ON NEW 3" SCHED. TEL: (908) -582-8500 40 RGS PIPE WITH (2) NEW RRHS JOHN M. BANKS MOUNTED TO T-ARM STIFFENERS. ITYP. OF 3 SECTORS) ARCHITECT C I 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX 847-277-0080 r w I 0WESTCHESTER EXISTING CARRIER ANTENNAS TO SERVICES LLC z REMAIN (-rYP.) 604 FOX GLEN 0 0I BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 z_ FAX : 847-277-0080 O I AE©westchesterservices.com cf) cn 0 Q Z w o z z I w Zw z _ 0 z Q EXISTING 142 -0" MONOPOLE TOWER Z z z �- z i z � ry U)� (,() Z V) 0 12.14.12 FINAL CD Q w REMOVE (6) EXISTING SPRINT Li w w z COAX CABLES RUN UP INSIDE OF MONOPOLE TO BE REMOVED AND No. DATE DESCRIPTION Z Q M " DRAWN BY: JS Qa- w z z I REPLACED WITH (3) 1 - 1 /4 O C/) w HYB R I FLEX CABLES W x � I CHECKED BY: JMB WO 0 W z I JOB NUMBER: NY07XC789 (� O O � 0 W Q ARCHITECT: JOHN BANKS � Q ~ Z o' W O p Q U U z I < I �E,D ARc'y/ w Q I J w ( 1 ) EXISTING SPRINT GPS UNIT TO BE Q cn � I REMOVED AND REPLACED W/( 1 ) NEW V cf) Iw v a I SPRINT GPS UNIT ON EXISTING PIPE ,n I o MOUNT. o� o z z c SEAL -H U Ix V (D L I NY07XC789 Q 0 Z 0 C3 o I PECONIC POLICE DEPT. -H Q Q EXISTING BUILDING WITH Q p SPRINT EQUIPMENT INSIDE 41405 ROUTE 25 I w l I STORAGE ROOM IN PECONIC, NY 11958 Lo I BASEMENT W/(2) NEW -H +I SPRINT EQUIPMENT SHEET TITLE CAB I N ETS TOWER ELEVATION GRAPHIC SCALE: O 5' 10' 20' SHEET NUMBER s OUTH TOWER ELEVATION A-3 Sprint .'o 1 INTERNATIONAL BLVD., SUITE 800 MAHWAH, NJ 07495 TEL: (201 ) 684-4000 FAX: (201 ) 684-4223 Alcatel * Lucent 600-700 MOUNTAIN AVE MURRAY HILL, NJ 07974 TEL: (908) —582-8500 JOHN M. BANKS ARCHITECT Qom►\ 604 FOX GLEN BARRINGTON, IL 60010 O O� ( 1 ) EXISTING SPRINT TELEPHONE: 847-277-0070 PIPE MOUNT TO REMAIN FAX 847-277-0080 (TYP. OF 3 SECTORS) WESTCHESTER SERVICES LLC 604 FOX GLEN G SQR1N� J \� BARRINGTON, IL 60010 EXISI�N FZ 3 Q�\ TELEPHONE: 847-277-0070 Q FAX : 847-277-0080 2-600 O O� AE©westchesterservices.com O 1 co 0 12.14.12 FINAL CD NO. DATE DESCRIPTION G SPENT DRAWN BY: JS EX�STIN 3 S�CTOR CHECKED BY: JMB 0 260 ++ X JOB NUMBER: NY07XC789 cf) � I ARCHITECT: JOHN BANKS J � � 0 Uo *;o g ���Eo Acy%� co Z ° �n (2) EXISTING SPRINTrn --+ —� ANTENNAS TO BE REMOVED z �� (TYP. )OF 3 SECTORS J Cao -;o Cn OF NEv'� -0 N � z SEAL NY07XC789 PECONIC POLICE DEPT. 41405 ROUTE 25 PECONIC, NY 11958 GRAPHIC SCALE: SHEET TITLE � EXISTING ANTENNAPLAN— NORTH 1 ' °' 3' 6 ANTENNA LAYOUT A-4 SCALE: SHEET NUMBER Sprint 1 INTERNATIONAL BLVD., SUITE 800 MAHWAH, NJ 07495 TEL: (201) 684-4000 FAX: (201 ) 684-4223 AlcateloLucent 600-700 MOUNTAIN AVE MURRAY HILL, NJ 07974 TEL: (908) —582-8500 JOHN M. BANKS ARCHITECT 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX 847-277-0080 /X�vt WESTCHESTER SERVICES LLC z� 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX : 847-277-0080 AE©westchesterservices.com 0 1 (2) EXISTING SPRINT PIPE �0 MOUNTS TO REMAIN SPRINT (TYP. OF 3 SECTORS) NE�� OR 3 SACT �A 260 0 12.14.12 FINAL CD (2) NEW SPRINT RRHS MOUNTED NO. DATE DESCRIPTION TO T—ARM STIFFENER (TYP. OF ji 3 SECTORS) DRAWN BY: JS 1 -10 CHECKED BY: JMB JOB NUMBER: NY07XC789 PROVIDE NEW STABILIZER z ARCHITECT: JOHN BANKS BAR TO BE. MECHANICALLY rn FASTENED � ��o AR�yj, (TYP. OF 3 SECTORS) z 0 , Y z � o\�M. egtiNc��. ( 1 ) NEW SPRINT ANTENNA ON OFtA 3" SCHED.. 40 RGS PIPE MOUNT (TYP. OF :3 SECTORS) SEAL NY07XC789 PECONIC POLICE DEPT. 41405 ROUTE 25 PECONIC, NY 11958 SHEET TITLE GRAPHIC SCA'�LE: NORTH ANTENNA LAYOUT 1 PROPOSED ANTENNA PLAN 0' 13 3' 6' SHEET NUMBER —4.1 sca►LLE: A-401 (2) NEW 5'-0" LONG, 3" SCHED. 40 RGS PIPES Sprint RFS ANTENNA APXVSPE18-C-A20 DIMENSIONS, HxWxD: (72"x11 .8"x7") 1 INTERNATIONAL BLVD., SUITE 800 MAHWAH, NJ 07495 WEIGHT WITH (1) PROPOSED 800 MHz TEL: (201) 684_4000 RRH MOUNTED ON NEW FAX. (201 ) 684-4223 APM40-2 MOUNTING HDWR: 64.5 lbs 3" SCH. 40 RGS PIPE. 0 I (4) NEW 1/2" 0 �� AlcateleLucent 0 ALL-THREAD BOLTS o �o 0 600-700 MOUNTAIN AVE MURRAY HILL, NJ 07974 -582-8500 (1)(1) PROPOSED 1900 MHzEZ B Fi INDOOR TEL: (908) RRH MOUNTED ON NEW 3" SCH. 40 RGS PIPE. �� BATTERY CABINET 0 o JOHN M. BANKS 7 EXISTING SQUARE TUBE OVERALL ARCHITECT STEEL STIFFENER ARM ,,, HEIGHT: 72 .5 � 604 FOX GLEN BARRINGTON, IL 60010 (2) NEW ANDREW #MTC3055PM3 WIDTH : 23 . 6 CROSSOVER PIPE MOUNTS TELEPHONE: 847-277-0070 DEPTH : 21 . 4 u' FAX : 847-277-0080 800 1900 MHz P. OF ALL SECTORS) WEIGHT: 2430 LBS . PRO OSED ANT A SPECIFICATIONS. 0 2 R1111111H MOUNTING DETAIL N.T.S. A_5 SCALE: 2 , �� WESTCHESTER —5 SCALE. N.T.S. O ' 1 SERVICES LLC 604 FOX GLEN BARRINGTON, IL 60010 3 PROPOSED BATTERY CABINET DETAIL TELEPHONE: 847-277-0070 TYPE: 800 MHz 2x50W FAX : 847-277-0080 TYPE: 1900 MHz 4x45W MODEL #: FD—RRH-2x50-800 A-5 SCALE: N.T.S. AE@westchesterservices.com o MODEL #: RRH 1900 4X45 65MHz " HEIGHT: 19.4 HEIGHT: 25.0" WIDTH: 12.9" WIDTH: 10.7" uuuuuuu DEPTH: 1 1 .1 " ® ® DEPTH: 10.7" PLAN WEIGHT: ±60 LBS NOTE. STRUCTURAL DETAIL BASED ON WEIGHT: ±68 LBS. PASSING STRUCTURAL ANALYSIS BY W PLAN "AWS CONSULTING ENGINEERS LLC" D SHRADDHA DHARIA LIC. ;# 089516 DATED 12/14/12 0 0 0 0 12.14.12 FINAL CD G� O o0 0 0 000 o� (1 ) NEW SPRINT ANTENNA NO. DATE DESCRIPTION _ o o NEW 3" SCHED. 40 RGS PIPE 0 DRAWN BY: JS 0 • o� CHECKED BY: JMB C= EXISTING PIPE WELDED TO T-ARM TO REMAIN o� JOB NUMBER: NY07XC789 fc=00C� FRONT ELEVATION SIDE ARCHITECT: JOHN BANKS NEW PIPE TO PIPE CLAMPS TOP AND BOTTOM I Eg W W FE P FRONT ELEVATION SIDE NEW STABILIZING ROD 'VALMONT' PART r"5PROPOSED 80OMHZ RRH DETAIL- "STK-U" TIED T-ARM IN OTHER SECTORS 4 PROPOSED 190OMHZ RRH DETAIL- �-5SCALE: N.T.S. �EO AB . �-5SCALE: N.T.S EXISTING ANTENNA FRAME T-ARM W/NEW o�, M gtiNFO� RRH PIPE MOUNTS. SEE D)TL #2/A-5 r OF NE`s NEW SPRINT r' GPS-TMG-HR-26NCM ALCATEL-LUCENT DC DISTRIBUTION AND FIBER ° MANAGEMENT ENCLOSURE I I SEAL UNIT REUSE 1 1/4" DIA I ( NY07XC789 / SCH 40 PIPE EXISTING GALV I STEEL PIPE CAP PLYWOOD BACK — 2\ BOARD TO BE PECONIC POLICE DEPT. EXISTING PIPE CLAMP � MOUNTED WALL I �/2.. TO BE REUSED EXISTING PIPE TO BE REUSED NH 41405 ROUTE 25 PECONIC, NY 11958 M DC DISTRIBUTION AND FIBER (1 ) PROPOSED 1900 MHz RRH MANAGEMENT ENCLOSURE MOUNTED ON NEW 3" SCH. 40 SHEET TITLE RGS PIPE. (PROPOSED 800 MHz SPECIFICATIONS: RRH MOUNTED ON OTHER SIDE HEIGHT: 5 ON NEW 3" SCH. 40 RGS PIPE) EQUIPMENT DETAILS DIAMETER: 3/2" 11 WEIGHT: 0.6 LBS. SHEET NUMBER r6NGPS MOUNTING 8 TYPICAL RRHZANTENNA MOUNTING DETAIL DETAIL 7 N EW JUNCTION BOX _ L5SCALE: N.T.S. �-5SCALE: N.T.S. A_5 SCALE: N.T.S. TYPICAL COAX CABLE COLOR CODING SYSTEM FREQUENCY COLOR INDICATOR ID • SECTOR ANTENNA FIRST SECOND THIRD CODE $9 Sprntl POSITION RING RING RING 800 YELLOW GREEN 2)-8 1 ALPHA 1 GREEN NO TAPE NO TAPE 1900 #1 YELLOW RED 1 INTERNATIONAL BLVD., SUITE 800 1 2 BLUE NO TAPE NO TAPE 1900 #2 YELLOW BROWN MAHWAH, NJ 07495 1 3 BROWN NO TAPE NO TAPE RESERVED YELLOW BLUE TEL: (201 ) 684-4000 1 4 WHITE NO TAPE NO TAPE RESERVED YELLOW SLATE FAX: (201 ) 684-4223 1 5 RED NO TAPE NO TAPE RESERVED YELLOW ORANGE 1 6 GREY NO TAPE NO TAPE RESERVED YELLOW WHITE 1 7 PURPLE NO TAPE NO TAPE Alcatel * Lucen t 1 8 ORANGE NO TAPE NO TAPE 2 BETA 1 GREEN GREEN NO TAPE 600-700 MOUNTAIN AVE Cac410°h+l�'07Xr�.�'6� I 2 2 BLUE BLUE NO TAPE MURRAY HILL, NJ 07974 SECTOR 1 SECTOR 2 SECTOR 3 2 3 BROWN BROWN NO TAPE TEL: (908) -582-8500 r s� t��r present. a� tt� t�1O 2 4 WHITE WHITE NO TAPE � + JN1t1i _"�t�t'i,iwtiaYfil - _ � ' ��6(') 2 5 RED RED NO TAPE OVERALL . ____. .__ _� _ ___.____.___ JOHN M BANKS 1ili�Mi 1'xa utac�ta�ria� _ 2 6 GREY GREY NO TAPE HEIGHT: 64.4" M. r ARCHITECT � rrt�� 1 .. � �rf���� t �� A ,. „ WIDTH: 31 .5ff 1;aJ,'� $ �'" � 1 =�' ,�_.. _.....w 2 7 PURPLE PURPLE NO TAPE 1900&V1z 4jil:en is t a' .'.e kr1S "` .F ' 2 8 ORANGE ORANGE NO TAPE _ _.__..._w._. .. _ _.._. _._....__ __._. _ _.. ...._ _.. DEPTH: 29.5 604 FOX GLEN a:1 A,I'�;'�r 4E'IF'1 �: A i:t ,,1"5;`r'�P> "!18 �; A t°1 3 GAMMA 1 GREEN GREEN GREEN BARRINGTON, IL 60010 1 tL��i nt{.'ris,ti . t 'U+:'I :�e� i r F.. I 90. _ .�� ���`�� �.�.� WEIGHIT: 1090 LBS. ga a t _ 3 2 BLUE BLUE BLUE TELEPHONE: 847-277-0070 1Ca1 tr:r�r,�� iit1� a. �. .w _ _.. _ FAX 847-277-0080 3 3 BROWN BROWN BROWN 14�4i�1r' -1, �,r�C��•ri itr rl l-C�:�it r� �k"r� � _�_ �`_.�.__.__- .__,_ __..._.._..___�:'_._._.____._ 3 4 WHITE WHITE WHITE ld +�11 _�hritair�:atic► + Eir�� 15- -V '� i 3 5 RED RED RED I,tESTCHESTE r 3 6 GREY GREY GREY 1�� 1tAli,-m_1'r;r _ � _._,.__.._. _.'�._ - 3 7 PURPLE PURPLE PURPLE _ w.�. CABINET FRONT 1`+tV11 = rrfzr lir +�,�>.-'ifr._.�►�13 _-,�... __. - _ ____ __� - __._. .._ ..._..,___ __,__.__._. _ _.. . .._ . .._..-._ . ___ _.__. ._ 3 8 ORANGE ORANGE ORANGE 9927 MM BTS MODULAR CELL SERVICES LLC 1JJ SRH ,►.4�� r4ft �krar �f ALS 604 OX GLEN 1r� rt�Ji,_F1i h't! i ._.. 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M�.�t�-i � �1�� _ � x _.� �, r�'4rilr�r (��:����� � s a � ; ^'1�_�,. r7�� ` � C,".r�r��` � ��a� Raft-I t;r� � ,�r�L�ir��:�r-�'1 1 �4ii?_CP,att r7t ti7C�er _1 rith �Crr�ur1 h�� c�rJ ICti +ir� c iliriCoax, ttN _ - _ _ � ' �� t° -�._....___.__ s 1 (800/1900) ANTENNA 1 72"X1 1 .8"X7" APXVSPP18-C-A20 t 1 i1r h,14i, £; tti rf ,��:► � Ca _Model (C�r a�,-0 .t`wa�1=C.ortibinec to ma'frl �,�_x) NJ A t°� �� ti �� 0 1 .14.12 FINAL CD 2 Q 800 MHz RRH 1 19. 4"X12.9"X10.7" RRH 80OMHz 2X50W 110r*� I;*_ ?►.i�c ud1, 40 17 ) t = „ NO. DATE DESCRIPTION 0 0 3 I 1900 MHz RRH 1 17.,7 X12.9 X7.4 RRH 1900 4X45 65MHz ii�� Ncj 0"t .L"��f"<[15. � ._.._._. � w a ff f f7 » ____ ..._._._..N__ _.._._____ ?_�_ __...__. _. " _. __. . ._.___E 4 _ 1 -1 /4 HYBRIFLEX 1 175 -0 RFS:1 -1/4 /HB 158-08U4-M6F DRAWN BY: JS RFS K11 s G t. 1 w.r�_,� ,4f CHECKED BY: JMB 51 tls"1uii�: flit faltcSMa�a�tJtl (Shalee vx, 1-?G ) {�, at'1 .w 1�<f�1p 1.' f LY;�� " 196-Lif 6 JOB NUMBER: NY07XC789 6. -65 ��"_ $00tvqi7_' tia,i5t_0!1�itr3iled(Ith c. g (800/1900) ANTENNA 1 72"X1 1 .8"X7" APXVSPP 1 8-C-A20 ARCHITECT: JOHN BANKS Or ii rtter,faz�it�i _hL ( t� - r _ ._ _ - - -- �_. _- g < 800 MHz RRH 1 19.4"X12.9 X10.7 RRH 800MHz 2X50W 10 L1900 MHz RRH 1 17.3"X12.9"X7.4" RRH 1900 4X45 65MHz 800ti r'•", I11i. "! f » » ED ARC ,..._. 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SHEET NUMBER GROUNDING NOTES: 1 ALL ELECTRICAL AND GROUNDING AT THE CELL SITE SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE (NEC), NATIONAL FIRE PROTECTION Sprinti ASSOCIATION (NFPA) 780 (LATEST EDITION), AND MANUFACTURER. 2 IF THE AC PANEL IN THE POWER CABINET IS WIRED AS SERVICE ENTRANCE, THE AC SERVICE GROUND CONDUCTOR SHALL BE CONNECTED TO 1 INTERNATIONAL BLVD., SUITE 800 GROUND ELECTRODE SYSTEM. WHEN THE AC PANEL IN THE POWER CABINET IS CONSIIDERED A SUB—PANEL, THE GROUND WIRE SHALL BE INSTALLED IN MAHWAH, NJ 07495 THE AC POWER CONDUIT. THE INSTALLATION SHALL BE PER LOCAL AND NATIONAL ELECTRIC CODE (NFPA-70). TEL: (201) 684-4000 3 EXOTHERMIC WELDING IS RECOMMENDED FOR GROUNDING CONNECTION WHERE PRACTICAL. OTHERWISE, THE CONNECTION SHALL BE MADE USING FAX: (201 ) 684-4223 COMPRESSION TYPE-2 HOLES. LONG BARREL LUGS OR DOUBLE CRIMP CLAMP "C" CLAMP. THE COPPER CABLES SHALL BE COATED WITH ANTIOXIDANT (COPPER SHIELD) BEFORE MAKING THE CONNECTIONS. THE MANUFACTURER'S TORQUING RECOMMENDATIONS ON THE BOLT ASSEMBLY TO SECURE CONNECTIONS SHALL BE FOLLOWED. Alcatel * Lucent 4 THE ANTENNA CABLES SHALL BE GROUNDED AT THE TOP AND BOTTOM OF THE VEIRTICAL RUN FOR LIGHTING PROTECTION. THE ANTENNA CABLE 600-700 MOUNTAIN AVE SHIELD SHALL BE BONDED TO A COPPER GROUND BUSS AT THE LOWER MOST POINT' OF A VERTICAL RUN JUST BEFORE IT BEGINS TO BEND TOWARD MURRAY HILL, NJ 07974 THE HORIZONTAL PLANE. WIRE RUNS TO GROUND SHALL BE KEPT AS STRAIGHT AND SHORT AS POSSIBLE. ANTENNA CABLE SHIELD SHALL BE TEL: (908) —582-8500 POLICE STORAGE GROUNDED JUST BEFORE ENTERING THE CELL CABINET. ANY ANTENNA CABLES OVER 200 FEET IN LENGTH SHALL ALSO BE EQUIPPED WITH ADDITIONAL I GROUNDING AT MID—POINT. PROVIDE #2 GREEN FROM / 5 ALL GROUNDING CONDUCTORS INSIDE THE BUILDING SHALL BE RUN IN CONDUIT RACEWAY SYSTEM, AND SHALL BE INSTALLED AS STRAIGHT AS JOHN M. BANKS EACH NEW SPRINT JUNCTION PRACTICAL WITH MINOR BENDS TO AVOID OBSTRUCTIONS. THE BENDING RADIUS OF ANY #2 GROUNDING CONDUCTOR IS 8". PVC RACEWAY MAY BE FLEXIBLE OR RIGID PER THE FIELD CONDITIONS. GROUNDING CONDUCTORS SHALL NOT MAKE CONTACT WITH ANY METALLIC CONDUITS, SURFACES OR ARCHITECT BOX TO EXISTING MASTER _f 604� ( EQUIPMENT. GROUND BAR 604 FOX GLEN �- CAB. 6 PROVIDE PVC SLEEVES WHERE GROUNDING CONDUCTORS PASS THROUGH THE BUILIDING WALLS AND /OR CEILINGS. BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 7 INSTALL GROUND BUSHINGS ON ALL METALLIC CONDUITS AND BOND TO THE EQUIPIMENT GROUND BUSS IN THE PANEL BOARD. FAX 847-277-0080 8 GROUND ANTENNA BASES, FRAMES, CABLE RACKS AND OTHER METALLIC COMPONENTS WITH #2 GROUNDING CONDUCTORS AND CONNECT TO XISTING NEW I INSULATED SURFACE MOUNTED GROUND BARS. CONNECTION DETAILS SHALL FOLLOW MANUFACTURER'S SPECIFICATIONS FOR GROUNDING. T_ POICE BTS RADIO9 GROUND COAXIAL SHIELD AT BOTH ENDS USING MANUFACTURER'S GUIDELINES.GROUIND FIELD TEST PROCEDURE: WESTCHESTER PROVIDE #2 GREEN FROM CAB I A. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE A "FALL OF POTENTIAIL" TEST ON THE NEW SUPPLEMENTAL GROUND FIELD PRIOR TO EACH NEW SPRINT I FINAL CONNECTION OF THE GROUNDING SYSTEM TO EQUIPMENT. THE TEST SHALIL BE PERFORMED BY A QUALIFIED AND CERTIFIED TESTING AGENT. SERVICES LLC EQUIPMENT CABINET CABINET PROVIDE INDEPENDENT TEST RESULTS TO THE PROJECT MANAGER FOR REVIEW. THE GROUND SYSTEM RESISTANCE TO EARTH GROUND SHALL NOT FOX EN GL EXCEED FIVE (5) OHMS. IF THE GROUND TEST EXCEEDS THE MAXIMUM OF 5 OHMS 604 604 F X GL IL 60010 TO EXISTING MASTER GROUND BAR TELEPHONE: 847-277-0070 I FAX : 847-277-0080 GROUNDING LEGEND (ITEMS IN THIS LEGEND ONLY GROUNDING LEGEND AE@westchesterservices.com POLICE STORAGE APPLY AS DETAILED IN GROUNDING PLAN): GROUND RING 8c DESK I AO GROUNDING RING. #2 AWG SOLID BARE TINNED COPPER WIRE GROUND ROD I OB GROUND ROD © INSPECTION WELL I C INSPECTION WELL ■ CADWELD CONNECTION EXOTHERMIC WELD O ( ) I OD STEEL EQUIPMENT PLATFORM GROUNDING ♦ MECHANICAL CONNECTION 0 12.14.12 FINAL CD OE STEEL EQUIPMENT GROUNDING NO. DATE DESCRIPTION /000�1PROPOSED ELECTRIC PLAN NORTH GRAPHIC SCALE:: O ICE BRIDGE GROUNDING AT EACH POST, DRAWN BY: JS ALE: 0) � � 3 6 G NEW GROUND RING BONDED TO EXISTING GROUND RING, CHECKED BY: JMB q_� sCO O EXISTING GROUND RING. FIELD DETERMINE EXACT JOB NUMBER: NY07XC789 LOCATION. ARCHITECT: JOHN BANKS OSPRINT EQUIPMENT CABINET GROUNDING, TYP OF 3 e' o ARC'y% NF�� CADWELD CONNECTIONS BURNDY CONNECTIONS a EXISTING OR APPROVED EQUAL OR APPROVED EQUAL ELECTRICAL PANEL 1 . CONTRACTOR TO USE �'� 0289lb!"yOQ� NEW EXISTING 100A 2 POLE TF OF t1E� DC BREAKER IN EXISTING PPC. DIST. VERIFY EXISTING CONTRACTOR BOX TO REPLACE UNDERSIZED 0 ° ° ° SEAL TELCO POWER NEW NEW ITEM(S). PARALLEL HORIZONTAL HORIZONTAL STEEL SURFACE BTS BATTERY CONDUCTORS TO FLAT STEEL SURFACE BOND JUMPER 2. CONTRACTOR TO PROVIDE PARALLEL THROUGH CONNECTION OR HORIZONTAL PIPE FIELD FABRICATED GREEN NY07XC789 OF HORIZONTAL CABLES STRANDED INSULATED (1 ) 2" EMPTY CONDUIT WITH TYPE PT TYPE HS TYPE 2—YA-2 HEAVY DUTY PULLSTRING FROM EXISTING PPC TO EXISTING BTS. PECONIC POLICE DEPT. 0 3. CONTRACTOR TO PROVIDE (1 ) 2" SEALTIGHT CONDUIT WITH 2 #3 THROUGH CABLE TO VERTICAL STEEL SURFACE GROUND ROD CABLE DOWN AT 45' COPPER LUGS 41405 ROUTE 25 TO VERTICAL STEEL SURFACE TWO HOLE — LONG BARREL L� 4. (2) NEW 1 -1 /2" LIQUIDTITE THROUGH CABLE TO TOP INCLUDING PIPE LENGTH PECONIC, NY 11958 FLEXIBLE CONDUITS OF GROUND ROD TYPE VS TYPE YA-2 TYPE GT SHEET TITLE O O ELECTRIC PLAN TYPICAL CADWELD TYPE CONNECTIONS & NOTES & O VERTICAL PIPE NO SCALE WIRING SCHEMATIC 2 EQUIPMENT WIRING SCHEMATIC CABLE DOWN AT 45' TO RANGE SHEET NUMBER OF VERTICAL PIPES �-7SCALE: N.T.S. TYPE VS A- 7 ELECTRICAL NOTES ELECTRICAL NOTES (CON'T) ELECTRICAL NOTES (CON 9 j) 1. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES 12. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING BID. ANY QUESTIONS ARISING 27. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS OR RISERS THROUGH BUILDING. DO NOT print AND ALL LOCAL AND STATE CODE, LAWS, AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTORS FUNCTIONS, THE SCOPE OF WORK, OR ANY PENETRATE STRUCTURAL MEMBERS WITHOUT CONSTRUCTION MANAGERS APPROVAL. SLEEVES AND/OR SIZES AS REQUIRED TO MEET NEC STANDARDS. OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE PACKED WITH FIRE RATED MATERIAL WHICH SHALL PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE. FILL FOR FLOOR PENETRATIONS SHALL PREVENT 1 INTERNATIONAL BLVD., SUITE 800 2. CONTRACTOR SHALL COORDINATE WITH LOCAL POWER COMPANY FOR REQUIREMENTS OF POWER SERVICE PASSAGE OF WATER, SMOKE, FIRE AND FUMES. ALL MATERIAL SHALL BE UL APPROVED FOR THIS PURPOSE. LINE TO THE METER BASE. POWER SERVICE REQUIREMENT IS COMMERCIAL AC NOMINAL 120/208 VOLT 13. LOCATION (OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL MAHWAH, NJ 07495 OR 120/240 VOLT, SINGLE PHASE WITH 200 AMP RATING. BE COORDINATED WITH FIELD CONDITIONS PRIOR TO ROUGH-IN. 28. ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT (NEW AND EXISTING) SHALL BE FIELD VERIFIED WITH THE TEL: (201 ) 684-4000 PTH LOCAL TELEPHONE COMPANY FOR REQUIREMENTS OF "T1" 14. THE CONDUIT RUNS AS SHOWN ON THE PLANS ARE APPROXIMATE. EXACT LOCATION AND ROUTING SHALL BE OWNER'S REPRESENTATIVE AND EQUIPMENT SUPPLIER PRIOR TO ROUGH-IN OF CONDUIT AND WIRE. ALL FAX: (201 ) 684-4223 3. CONTRACTOR SHALL COORDINATE W EQUIPMENT SHALL BE PROPERLY CONNECTED ACCORDING TO THE NAMEPLATE DATA FURNISHED ON THE SERVICE LINE TO TERMINATE AT THE PPC CABINET. PER EXISTING FIELD CONDITIONS. EQUIPMENT (THE DESIGN OF THESE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AT THE TIME OF ELECTRIC METER BASE AND 200E DISCONNECT SWITCH PER 15. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. DESIGN AND SOME EQUIPMENT CHARACTERISTICS MAY VARY FROM DESIGN AS SHOWN ON THESE DRAWINGS). 4. CONTRACTOR SHALL FURNISH AND INSTALL BASE SHOULD BE LOCATED IN A MANNER WHERE _ 29. LOCATION OF ALL OUTLET, BOXES, ETC., AND THE TYPE OF CONNECTION (PLUG OR DIRECT) SHALL BE AlcateloLucent SITE PLAN AND DETAIL DRAWINGS. THE METER 16. ALL CONDUITS SHALL BE MET WITH BENDS MADE IN ACCORDANCE WITH NEC TABLE 346 10. NO RIGHT ACCESSIBLE BY THE LOCAL POWER COMPANY. ANGLE DEWICE OTHER THAN STANDARD CONDUIT ELBOWS WITH 12" MINIMUM INSIDE SWEEPS FOR ALL CONFIRMED WITH THE OWNER'S REPRESENTATIVE PRIOR TO ROUGH-IN. 600-700 MOUNTAIN AVE 5. LOCAL POWER COMPANY SHALL PROVIDE 200 AMP ELECTRIC METER. CONTRACTOR SHALL COORDINATE CONDUITS 2.. OR LARGER. MURRAY HILL, NJ 07974 INSTALLATION OF METER WITH LOCAL POWER COMPANY. 17. ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH PLASTIC THROAT INSULATING GROUNDING BUSHINGS. TEL: (908) -582-8500 6. UNDERGROUND POWER AND TELCO SERVICE LINES SHALL BE ROUTED IN A COMMON TRENCH. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 AND CONDUIT EXPOSED ABOVE GROUND SHALL 18. ALL WIRE SHALL BE TYPE THWN, SOLID, ANNEALED COPPER UP TO SIZE #10 AWG (#8 AND LARGER SHALL JOHN M. BANKS BE RIGID GALVANIZED STEEL UNLESS OTHERWISE INDICATED. BE CONCENTRIC STRANDED) 75 DEGREE C, (167 DEGREES F), 98% CONDUCTIVITY, MINIMUM #12. TRANSPORT T1 LINES 7. ALL TELCO CONDUIT LINES SHALL BE 4" SCH. 40 PVC CONDUIT UNLESS OTHERWISE INDICATED. THE 19. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES, J-BOXES, EQUIPMENT BOXES AND CABINETS WITH ARCHITECT TELCO CONDUIT FROM THE PPC SHALL BE ROUTED AND TERMINATED AT DESIGNATED TELCO APPROVED PLASTIC TAGS, ACTION CRAFT, BRADY, OR APPROVED EQUAL. 1. ALL RACEWAY SHALL COMPLY WITH THE IREQUIREMENTS OF THE LATEST ADOPTED VERSION OF NATIONAL 604 FOX GLEN DEMARCATION OR 2-FEET OUTSIDE FENCED AREA, NEAR UTILITY POLE (IN FENCED AREA), OR END CAP ELECTRICAL CODE (NEC, NFPA 70), CHAPTER 8. BARRINGTON, IL 60010 OFF AND PROVIDE MARKER STAKE PAINTED BRIGHT ORANGE WITH DESIGNATION FOR TELCO SERVICE. 20. ALL NEW MATERIAL SHALL HAVE A U.L. LABEL. TELEPHONE: 847-277-0070 CONDUITS INSTALLED AT PCS EQUIPMENT ENDS PRIOR TO THE EQUIPMENT INSTALLATION SHALL BE 21. CONDUIT ROUGH-IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION TO 2. ALL SPECIFIED MATERIAL FOR EACH LOCATION (E.G., OUTDOORS, INDOORS REQUIRED B PIED, FAX 847-277-0080 8 INDOORS-UNOCCUPIED, PLENUMS, RISER SHAFTS, ETC.) LABELED AS REQUIRED BY THE NEC. STUBBED AND CAPPED AT 6" ABOVE GRADE OR PLATFORM. IF SERVICE LINES CAN'T BE INSTALLED CONFLICTS,. VERIFY WITH MECHANICAL CONTRACTOR AND COMPLY AS REQUIRED. INITIALLY, PROVIDE NYLON PULL CORD IN CONDUITS. 22. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN NOT HAND WRITTEN. 3. METALLIC CONDUIT OR TUBING FOR T1 SHALL BE BONDED TO GROUND AT BOTH ENDS. 9. THE SPRINT CABINET, INCLUDING 200 AMP LOAD PANEL AND TELCO PANEL, SHALL BE PROVIDED BY IIFWESTCHESTER OWNER AND INSTALLED BY THE CONTRACTOR. CONTRACTOR IS TO INSTALL BREAKERS) NOT PROVIDED 23. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC. THE BY MANUFACTURER. SEE PANEL SCHEDULE ON THIS SHEET FOR BREAKER REQUIREMENTS. DSCONNECTGSWITCHES, S AR ERS, AND EQUIPMENTOCABINETSALL JUNCTION BOXES, PULL BOXES, AND ALL EQUIPMENTCONDUCTORS SHALL BEAT VICES LLC 10. LOCATION OF ELECTRIC METER AND DISCONNECT SWITCH TO BE COORDINATED BY ELECTRICAL DOCUMENT ANY AND ALL WIRING AND EQUIPMENT 604 FOX GLEN CONTRACTOR AND FIELD CONSTRUCTION MANAGER. 24. THE CONTRACTOR SHALL PREPARE AS-BUILT DRAWINGS, 60010 CONDITIONS AND CHANGES WHILE COMPLETING THIS CONTRACT. SUBMIT AT SUBSTANTIAL COMPLETION. TELEPHOTO:, IL TELEPHONE: 847-277-277 -0070 11. #2 WIRE TO BE UTILIZED IN ELECTRIC SERVICE RUNS EXCEEDING 100'. 25. ALL DISCONNECT SWITCHES AND OTHER CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD FAX : 847-277-008 NAMEP D AE©westchesterservices.com LOCATIONS FED FROM (NO EXCEPTIONS.) 26. ALL ELECTRICAL DEVICES AND INSTALLATIONS OF THE DEVICES SHALL COMPLY WITH (ADA) AMERICANS WITH DISABILITIES ACT AS ADOPTED BY THE APPLICABLE STATE. 800/1900 MHZ ANTENNA 0 12.14.12 FINAL CD I NO. DATE DESCRIPTION RET/ RET/ RET/ +45 ALD -45 +45 ALD -45 +45 ALD -45 DRAWN BY: JS LJ LJ LJ CHECKED BY: JMB JOB NUMBER: NY07XC789 ARCHITECT: JOHN BANKS �ED ARcy�� ANT ALCD BTS �� M g�N � 2 AISG AISG 4J �N BTS-2 NFFP-S-2C TX1/RX1 TX2/RX2 EAC1 EAC2 EAC3 EAC4 ` �5 915 yp� F OF N� CDMA+ LTE 1900 MHz RRH CDMA 800 RRH RRH 4X45-PCS RRH 2X50-800 65 MHz SEAL CPRI CPRI ALM ALM NY07XC789 PRI -48VDC SEC ALD AISG-1 1-4 CPRI-1 -48VDC CPRI-2 AISG-1 5-8 y j _y Li PECONIC POLICE DEPT. FIBER F3-LTE 41405 ROUTE 25 POWER P2 PECONIC, NY 11958 FIBER F2-CDMA FIBER F5-LTE SHEET TITLE FIBER F5-LTE FIBER F1-CDMA ELECTRICAL NOTES FIBER F4 (UNUSED) & ANTENNA SCHEMATIC /"�,� ANTENNA SCHEMATIC 0 ED POWER P4 (UNUSED) POWER P3 (UNUSED) SHEET NUMBER A-$ SCALE: N.T.S. HYBRIFLEX RUN TO DISTRIBUTION BOX OVER A-8 EXTERNAL INSPECTION BUTT CONDUCTOR #4 OR #6 AWG STRANDED CU CONDUCTOR WITH GREEN, 600V, TOOTHED WINDOW INSULATION UP THWN-2 INSULATION • 3/8"Ox1 1 /2 REQUIRED FOR AGAINST THE 1 /4 SEE NOTE 5 Sprint ALL INTERIOR CONNECTOR - 11MIN ON SHEET G-2 S/S NUT TWO-HOLE BARREL MIN GROUNDING BAR ON CONNECTORS WALL, FLOOR, OR ALL NEW GROUND BARS 1 INTERNATIONAL BLVD., SUITE 800 ON ANTENNA TOWER TO BE 4"x20" 'HARGER' MAHWAH, NJ 07495 S/S LOCK CLEAR WASHER HEAT #GB114420M TEL: (201) 684-4000 SHRINK ® ® O 0'0'0 FAX: (201 ) 684-4223 S/S FLAT ?1 / 6" 000 WASHER 7 T U ) O #6 AWG GREEN L1 .L1 /.G LABE I�— INSULATED AlcatelloLucent CLEAR HEAT-//*" EAT 600-700 MOUNTAIN AVE MURRAY HILL, NJ 07974 SHRINK N N TEL: (908) -582-8500 DO NOT TINNED COPPER DISCONNECT GROUNDING BAR JOHN M. BANKS (E) GROUND BAR (E) GROUND BAR (E) GROUND BAR S/S FLAT WASHER PVC NONMETALLIC CONDUIT (2) TWO EXOTHERMIC WELDS TO ® SEiCTOR "C" © SECTOR "B" @ SECTOR "A" ARCHITECT BE USED WITH 2 AWG SOLID 604 FOX GLEN SCH 40 TYPE (NMC) CONDUIT BARE TINNED COPPER GROUNDING BARRINGTON, IL 60010 S/S BOLT (1 OF 2) WITH STRAP WITHIN TWO CONDUCTOR, EXOTHERMIC WELD TELEPHONE: 847-277-0070 INCHES OF CONDUIT END TO GROUNDING RING AND #6 AWG GREEN FAX 847-277-0080 "DO NOT DISCONNECT" GROUNDING BAR INSULATED rl'" TWO HOLE LUG. BAR NTERCONNTAG ON ALL �CTSDING r2* GROUNDING CONDUCTOR TO GROUNDING BAR A—g SCALE: N.T.S. AND EQUALIZERS �_9S{CALF: N.T.S. COAX GROUND BAR WESTCHESTER AT EQUIPMENT SERVICES LLC 19 b, mm 14 IF 604 FOX GLEN BARRINGTONI IL 60010 TO LOW NOISE AMPLIFIER UNITS TO TRANSMIT MOD 4.06 TELEPHONE: 847-277-0070 (LNA) (WHEN REQUIRED) AND ANTENNA FAX 847-277-0080 RECEIVE ANTENNA AE©westchesterservices.com I NEW SPRINT GPS BATTERY RX 1 /RX2 nRX 1/RX2 UNIT MGB BATTERY COAX JUMPER REQUIRED STANDARD GROUNDING KIT (TYP) PER MANUFACTURER'S (SEE NOTE 7 ON SHEET G-2) 2 AWG GROUNDING RECOMMENDATION OR FOR CONDUCTOR TO #2 AWG SOLID TINNED BARE EASE OF CONNECTION (TYP) ANTENNA CABLE TO BTS (TYP) GROUNDING RING COPPER CONDUCTOR FOR EQUIPMENT ENCLOSURE 6 AWG STRANDED COPPER 6 AWG GROUNDING CABLE BOND 15' MAX. (TYP.) 0 12.14.12 FINAL CD CONNECTOR CONDUCTOR WITH GREEN, (PROVIDED WITH KIT) GROUNDING KIT WEATHERPROOFING 600V, THWN-2 INSULATION N0. DATE DESCRIPTION KIT (TYP) GROUNDING BUS BAR ---1 /2" COAX CABLE 8" r--GROUNDING BAR, ANDREW MINIMUM BENDING RADIUS PER DRAWN BY: JS FROM LNA (WHEN REQUIRED) PART # UGBKIT-0424-T (TINNED). 2 AWG BARE 10 MANUFACTURER'S STANDARDA LOCKBOX IS GRADE TA SCO PART REQUIRED AT 35 546. TO TINNED GRO U COPPER CHECKED BY: JMB 5 NTYR 1- . GROUNDING SCHEMATIC2 AWG TINNED, SOLID # JOB NUMBER: COPPER CONDUCTOR ANTENNA HEIGHT WILL DETERMINE A_g SCALE: N.T.S. NY07XC789 EXOTHERMIC WELD TO NUMBER OF GROUNDING BARS \.1 ARCHITECT: JOHN BANKS GROUNDING BUS AND THEIR LOCATION �3ANTENNA GROUNDING BAR. 4 GPS GROUNDING- -9 SCALE: N.T.S. B t g SCALE: N.T.S. � �EO ARctiiT �uC7��� EQUIPMENT CABINET 2" LIQUID TIGHT METALLIC 1. COMPRESSION CONNECTIONS (2), 2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUNDING OF BAR. ROUTE CONDUCTORS TO BURIED GROUNDING RING AND PROVIDE PARALLEL EXOTHERMIC WELD. mx FLEXIBLE CONDUIT (LTMFC) EC SHALL USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH SECTION AND LABEL 2.FOR POWER EACH SECTION ("P", "A", "N", "I") WITH 1" HIGH LETTERS. SEAL Q EXISTING POWER TELCO 3. ALL HARDWARE 18-8 STAINLESS STEEiL, INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN � 12" CABINET ANTI-OXIDANT COMPOUND BEFORE MATING. ALL HARDWARE SHALL BE STAINLESS STEEL 3/8 INCH DIAMETER OR LARGER. N DC DISTRIBUTION & FIBER NY07XC789 4. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND ANTENNA CABLE N MANAGEMENT ENCLOSURE STEEL, COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. 5. NUT & WASHER SHALL BE PLACED ONJ THE FRONT SIDE OF THE GROUNDING BAR AND BOLTED ON THE BACK SIDE. INSTALL BLACK HEAT-SHRINKING TUBE, 600 VOLT INSULATION, ON ALL PECONIC POLICE DEPT. GROUNDING TERMINATIONS. THE INTENT IS TO WEATHERPROOF THE COMPRESSION CONNECTION. 6. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA LOCATION, AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED. WEATHERPROOFING 6 AWG STRANDED COPPER7. GROUNDING KIT SHALL BE TYPE AND IPART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE 1 1 /2 0 LIQUID TIGHT MANUFACTURER. 41405 ROUTE 25 KIT (SEE NOTE 7 & CONDUCTOR WITH GREEN, 600V, NON-METALLIC FLEXIBLE 8. WEATHERPROOFING SHALL BE TYPE AND NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE PECONIC, NY 11958 8 ON SHEET G-2) THWN-2 INSULATION GROUNDED TO GROUNDING BAR CONDUIT FOR DC POWER MANUFACTURER.CABLE GROUNDING KIT (SEE NOTE 6 ON SHEET G-2) O & FIBER JUMPERS 9. SUPPLIED AND INSTALLED BY CONTRACTOR. SHEET TITLE (TYP OF 2) 10. WHEN THE SCOPE OF WORK REQUIRES; THE ADDITION OF A GROUNDING BAR TO AN EXISTING TOWER, THE SUBCONTRACTOR SHALL OBTAIN APPROVAL FROM THE TOWER OWNER PRIOR TO MOUNTING (1 ) 2" LIQUID TIGHT METALLIC THE GROUNDING BAR TO THE TOWER. GROUNDING DETAILS FLEXIBLE CONDUITLTMFC 11. EXTEND TWO (2) 2 AWG TINNED CU CONDUCTOR FROM BURIED GROUNDING RING AND CONNECT TO ( ) THE PROPOSE TOWER. FOLLOW MANUFACTURERS RECOMMENDATIONS FOR GROUNDING CONNECTIONS TO THE TOWER. (APPLICABLE TO NEW TOWERS ONLY.) SHEET NUMBER /0*'00' 6 CABLE GROUNDING KIT TO ANTENNA CABLE PLUMBING SCHEMATIC (IF REQUIRE 12. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA LOCATION, AND CONNECTION ORIENTATION. THE SIUBCONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING A-9 SCALE: N.T.S. � A- 9 �_9SCALE: N.T.S. ADDITIONAL GROUNDING BARS AS REQUIRED, PROVIDING 50% SPARE CONNECTION POINTS. CONSTRUCTION SPECIFICATIONS SITE PLAN NOTES DIVISION 1 - GENERAL REQUIREMENTS SECTION 01010 SUMMARY OF WORK: 1. CONSTRUCTION TO CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE 2010 NYS A. THE CONTRACTOR SHALL REVIEW AND BECOME FAMILIAR WITH SPECIFICATIONS CONTAINED IN THE BID D. INSPECTIONS: BUILDING CODE Sprint PACKAGE PREPARED BY THE CLIENT. 1. ALL STRUCTURAL STEEL ANTENNA FRAMES, AND CONNECTIONS SHALL BE INSPECTED PRIOR TO INSTALLATION OF ANTENNAS. 2. THE USE OF THIS TELECOMMUNICATIONS FACILITY, IT IS NOT INTENDED FOR PERMANENT B. IN THE EVENT OF CONFLICT BETWEEN THE BID PACKAGE SPECIFICATIONS AND THESE NOTES, THE 2. ALL ANTENNA CABLE TRAYS, SUPPORTS, CHANNELS AND CLAMPS SHALL BE INSPECTED PRIOR TO EMPLOYEE OCCUPANCY. THEREFORE, POTABLE WATER, SANITARY SEWAGE, SITE LIGHTING OR 1 INTERNATIONAL BLVD., SUITE 800 PROVISIONS OF THE CLIENTS SPECIFICATIONS SHALL TAKE PRECEDENCE. INSTALLATION OF ANTENNA CABLES. ADDITIONAL PARKING SPACES ARE NOT PROPOSED. MAHWAH, NJ 07495 C. THE CONTRACTOR SHALL VISIT THE SITE OF THE PROPOSED WORK AND FULLY ACQUAINT HIMSELF WITH 3. COORDINATE ALL INSPECTIONS WITH THE CLIENTS CONSTRUCTION MANAGER. TEL: (201 ) 684-4000 4. CONTRACTOR TO MAKE NOTIFICATIONS 24 HOURS PRIOR TO ANY REQUIRED INSPECTIONS. THE CONDITIONS AS THEY EXIST IN ORDER THAT ANY RESTRICTIONS PERTAINING TO THE WORK ARE 3 THIS TELECOMMUNICATIONS FACILIITY REQUIRES ONLY ELECTRIC AND TELEPHONE UTILITY UNDERSTOOD. ALL AREAS AND DIMENSIONS ARE INDICATED OF THE DRAWINGS AS ACCURATELY AS SERVICES. THE APPROPRIATE UTILITY COMPANY SHALL DETERMINE DEMARCATION LOCATION. FAX: (201) 684-4223 POSSIBLE, BUT ALL CONDITIONS SHALL BE VERIFIED BY EACH CONTRACTOR AND/OR SUB-CONTRACTOR 4. THIS TELECOMMUNICATIONS FACILITY WILL BE VISITED ON AN AVERAGE OF ONCE A MONTH BY AT THE SITE. THE FAILURE OF THE CONTRACTOR TO EXAMINE OR RECEIVE ANY FORM, INSTRUMENT OR DIVISION 4 - MASONRY A SERVICE TECHNICIAN FOR ROUTINE MAINTENANCE AND SHALL BE MONITORED FROM A DOCUMENT, OR TO VISIT THE SITE SHALL NOT RELIEVE THE CONTRACTOR FROM ANY OBLIGATION WITH REMOTE FACILITY. 24 X 7 SITE ACCESS IS REQUIRED FOR THE SERVICE TECHNICIANS. RESPECT TO HIS QUOTED PRICE . THE SUBMISSION OF A QUOTATION SHALL ACKOWLEDGE THAT THE SECTION 04520 - MASONRY RESTORATION - TUCK POITNING• Alcatel * Lucent ..".,..,.,. CONTRACTOR AND HIS SUBCONTRACTORS HAVE FULLY EXAMINED THE SITE AND KNOW THE EXISTING .....5. THE DRAWINGS WERE PREPARED FOR THE PURPOSES OF MUNICIPAL AND/OR AGENCY REVIEW 600-700 MOUNTAIN AVE CONDITIONS AND HAVE MADE PROVISIONS FOR OPERATING UNDER THE CONDITIONS AS THEY EXIST AT A. GENERAL AND APPROVAL. THESE DRAWINGSo SHALL NOT BE UTILIZED FOR CONSTRUCTION PURPOSES MURRAY HILL, NJ 07974 THE SITE AND HAVE INCLUDED ALL NECESSARY ITEMS. 1. THIS SECTION SPECIFIES REQUIREMENTS FOR RESTORATION OF MORTAR JOINTS IN CUT STONEWORK OR UNTIL ALL CONDITIONS OF MUNICIIPAL AND/OR AGENCY APPROVAL HAVE BEEN SATISFIED. TEL: (908) -582-8500 D. THE GENERAL CONTRACTOR'S RESPONSIBILITIES SHALL INCLUDE BUT NOT BE LIMITED TO: ELECTRIC MASONRY. 6. INFORMATION WAS TAKEN FROM EXISTING DRAWINGS, FIELD MEASUREMENTS PERFORMED BY SERVICE, TELEPHONE CONDUITS, GROUNDING SYSTEM AND COORDINATION WITH LOCAL UTILITY CONTRACTOR, AND EXISTING AERIAL PHOTOGRAPHS. COMPANIES. 2. DO NOT PERFORM WORK WHEN THE AIR TEMPERATURE IS BELOW 40 DEGREES F, EXCEPT WHEN JOHN M. BANKS APPROVED BY THE ENGINEER, IN WHICH CASE CONFORM TO REQUIREMENTS OF IMIAC GUIDE 7. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL E. THE ANTENNA INSTALLERS RESPONSIBILITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, CABLE TRAY SPECIFICATION FOR COLD WEATHER MASONRY CONSTRUCTION. CODES AND ORDINANCES. ARCHITECT INSTALLATION, ROUTING OF CABLES FROM RADIO EQUIPMENT TO ANTENNAS, ASSOCIATED HARDWARE FOR SECURING ANTENNA CABLES, ANTENNA MOUNTS, DETERMINING SUPPLIER OF ANTENNAS, 3. ALL MASONRY SHALL BE INSPECTED WITHIN 2'-6" FROM ANY PROPOSED ATTACHMENT INOT THE 8. ALL PENETRATIONS TO BE PROPERLY FIRE-STOPPED WITH 3M F.S. WRAP STRIP FIRE STOP 604 FOX GLEN GROUNDING OF ANTENNASTO GOURNDING SYSTEM INSTALLING ANTENNAS AND VERIFYING WITH RADIO MASONRY, ANY KIISE IR RECESSED MORTAR SHALL BE REPAIRED. ANY WORK AREAS OF LOOSE OR AND CP25 NON-SHRINKING PUTTIY FIRE BARRIER SEALANT OR EQUIVALENT TO MEET LOCAL BARRINGTON, IL 60010 FREQUENCY ENGINEERS, THE ALIGNMENT, LOCATION AND PROPER ORIENTATION OF ANTENNAS. CRACKED BRICKWORK SHALL BE PREPARED WITH MATCHING BRICKWORK. CODE. MAINTAIN FIRE RATING OF ALL PENETRATED SURFACES. TELEPHONE: 847-277-0070 F. THE CONTRACTORS SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH THE BUILDING LANDLORD IN B. MATERIALS 9. ALL MOUNTS TO WALLS TO BE SEALED AT TOP AND SIDES WITH DOWN CORNING CLEAR FAX 847-277-0080 ORDER TO AVOID CONFLICTS WITH CURRENT USE OF THE SITE. 1. MORTAR SHALL BE ASTM C 270, TYPE N SILICONE SEALANT OR APPROVED EQUAL. SILICONE APPLICATIONS ARE TO BE TOOLED TO G. THE OWNER MAY HAVE WORK PERFORMED UNDER SEPARATE CONTRACTS, CONCURRENTLY, WITH THE 2. WATER SHALL BE CLEAN AND POTABLE. MAINTAIN A FINISHED APPEARANCE.. WORK OF THIS CONTRACT. C. EXECUTION 10. WESTCHESTER SERVICES LLC. HAS NO RESPONSIBILITY FOR OR CONTROL OVER SAFETY AT ANY ffrwtESTCHESTERTIME. H. THE GENERAL CONTRACTOR SHALL PERMIT ACCESS TO THE PROJECT TO THESE CONTRACTORS TO 1. EXAMINATION - P 0 START OF RESTORATION WORK EXAMINE SURFACES TO IDENTIFY DEFECTIVERVICES LLC PERFORM THEIR WORK. JOINTS . "DEFECTIVE JOINTS" SHALL MEAN JOINTS WHICH HAVE ERODED 1/8 INCH OR MORE, OR 11. WESTCHESTER SERVICES LLC. HAS NOT PERFORMED AN INSPECTION FOR ASBESTOS OR OTHER HAVE LOOSE, POWDERED OR BROKEN MORTAR. JOINTS WITH HAIRLINE CRACKS (1/64 INCH) THAT ARE HAZARDOUS MATERIALS. THESE PLANS ARE NOT TO DEPICT OR IMPLY THE PRESENCE OR 604 FOX GLEN I. CONTRACTOR SHALL CONFORM TO ALL APPLICABLE LOCAL, COUNTY, STATE AND FEDERAL CODES, LAWS OTHERWISE SOUND SHALL NOT BE CONSIDERED DEFECTICE. ABSENCE OF SUCH MATERIALS WITHIN PROPOSED WORK AREAS. BARRINGTON, IL 60010 AND REQUIREMENTS, INCLUDING OSHA. TELEPHONE: 847-277-0070 J. THE CONTRACTOR SHALL APPLY AND PAY FOR THE CONSTRUCTION PERMIT, CERTIFICATE OF 2. PREPARATION 12. CONTRACTOR SHALL PROVIDE ENGINEER WITH PHOTOS FOR EACH STAGE OF CONSTRUCTION. FAX 847-277-0080 A. JOINT PREPARATION PHOTOS SHALL INCLUDE BUT NOT BE LIMITED TO BEAM POCKETS, PEDESTAL CONNECTIONS & OCCUPANCY AND ALL OTHER REQUIRED PERMITS OF LICENSES. THE CONTRACTOR IS RESPONSIBLE FOR 1. REMOVE DEFECTIVE MORTAR JOINTS BY MEANS OF HAND TOOL CHISELING OR ABRASIVE FIRE STOPPING. AE©westchesterservices.com OBTAINING ALL INSPECTIONS. BLADE GRINDER TO EXPOSE SOUND UNWEATHERED MORTAR, BUT IN ALL CASES THE DEPTH OF 13. NO SMOKE, DUST OR ODOR WILL RESULT FRO K. CARE SHALL BE EXERCISED IN PROTECTING THE BUILDING OCCUPANTS DURING THE DEMOLITION AND REMOVED MORTAR SHALL BE AT LEAST AS GREAT AS JOINT THICKNESS. M THIS PROPOSAL. CONSTRUCTION PERIODS OF THIS PROJECT, EVERY EFFORT SHALL BE MADE TO MAINTAIN A CLEAN 2. PROVIDE REVEALSWITH SQUARE BACKS. FURROWED OR SHALLOW JOINTS ARE PROHIBITED. 14. OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED. OPERATION. DEBRIS SHALL NOT ACCUMULATE, ALL DEBRIS WILL BE DEPOSITED IN A SUITABLE CONTAINER ON A DAILY BASIS AND SHALL BE EMPTIED ON A REGULAR SCHEDULE. THE LOCATION OF 3. BRUSH, VACUUM, AIR JET OR WATER STREAM JOINTS TO REMOVE ALL LOOSE DEBRIS. 15. ALL MATERIALS SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CONTAINER SHALL BE COORDINATED WITH THE BUILDING MANAGER. THE PROJECT SPECIFICATIONS. L. SAFETY PROCEDURES: ATTENTION IS DIRECTED TO FEDERAL, STATE, AND LOCAL (AWS, RULES AND B. M4ORTAR PREPARATION 16. GENERAL CONTRACTOR SHALL BE (RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REGULATIONS CONCERNING CONSTRUCTION SAFETY AND HEALTH STANDARDS. THE CONSTRUCTION 1. MEASURE MATERIALS BY VOLUME OR EQUIVALENT WEIGHT. DO NOT MEASURE BY SHOVEL. MIX FOR CONSTRUCTION. COMPANY AWARDED THIS PROJECT SHALL INSURE ALL WORKING SURROUNDINGS AND CONDITIONS ARE MATERIALS IN MECHANICAL BATCHER. MIX IN QUANTITIES NEEDED FOR IMMEDIATE USE. SANITARY, AND ARE NOT HAZARDOUS OR DANGEROUS TO THE HEALTH OR SAFETY OF THE WORK 17. GENERAL CONTRACTOR SHALL BE IRESPONSIBLE FOR ANY DAMAGE CAUSED BY THE CREWS OR BUILDING OCCUPANTS. PRECAUTION SHALL BE EXERCISED AT ALL TIMES FOR THE 2. COMPLY WITH ASTM C 270, PROPORTION SPECIFICATION, FOR TYPE N MORTAR. CONSTRUCTION OPERATION. PROTECTION OF PERSONS AND PROPERTY, IT IS MANDATORY THAT THE SAFETY PROVISIONS OF APPLICABLE LOCAL, LAWS, OSHA REGULATIONS AND BUILDING AND CONSTRUCTION CODES, BE 3. APPLICATION 18. GENERAL CONTRACTOR SHALL REMIOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY 0 12.14.12 FINAL CD OBSERVED FOR ALL CONTRACTORS AND ANTENNA RIGGERS. BASIS. M. THE CONSTRUCTION CONTRACTOR IS SOLEY RESPONSIBLE FOR DETERMINING ALL CONSTRUCTION MEANS A. JOINT FILLING 19. GENERAL CONTRACTOR SHALL NOTIIFY SPRINT OF ANY DISCREPANCIES PRIOR TO ORDERING NO. DATE DESCRIPTION AND METHODS. THE CONSTRUCTION CONTRACTOR IS ALSO RESPONSIBLE FOR ALL JOB SAFETY. 1. AT BRICK MASONRY UNITS, DAMPEN SURFACES PRIOR TO TUCK POINTING, MATERIALS OR PROCEEDING WITH CONSTRUCTION. DRAWN BY: JS N. THE GENERAL CONTRACTOR MUST COORDINATE ALL ROOF RELATED WORK WITH `'HE LANDLORD'S PRE 2. APPLY POINTING MORTAR BY MEANS OF A TROWEL NARROWERTHAN THE MORTAR JOINTS TO 20. ANY DISTURBANCE TO THE ROOF SHALL BE DONE IN ACCORDANCE WITH THE EXISTING ROOF APPROVED ROOFER. THE GENERAL CONTRACTOR MUST CONFIRM THE COMPATIBILITY OF ALL MATERIALS BE FILLED. SPREAD MORTAR INTO JOINT IN LAYERS, FIRMLY PRESSING TO FORM A COMPLETELY WARRANTY. CHECKED BY: JMB & ENSURE THAT ALL EXISTING ROOF WARRANTEIS, IF ANY, REMAIN IN EFFECT. FILLED FULLY PACKED WITHOUT VOIDS. B. JOINT TOOLING - WHEN MORTAR IS THUMBPRINT HARD, TOOL TO MATCH ORIGINAL APPEARANCE OF JOB NUMBER: NY07XC789 DIVISION 5 METALS ADJACENT JOINTS. BRUSH EXCESS MORTAR FROM EDGE OF JOINT. ARCHITECT: JOHN BANKS SECTION 05120 - STRUCTURAL STEEL 4. RETEMPER MORTAR AS REQUIRED TO MAINTAIN A WORKABLE MIXTURE, HOWEVER, DISCARD MORTAR 'THAT HAS NOT BEEN APPLIED 2-1/2 HOURS AFTER THE INITIAL ADDITION OF WATER TO THE MORTAR A. CODES AND SPECIFICATIONS (MIX. 1. THE FABRICATION/ERECTION SHALL CONFORM TO THE REQUIREMENTS OF THE FOLLOWING 5. WORK PROGRESSES AND AT THE COMPLETION OF WORK, CLEAN WALL, SILL, LEDGE AND OTHER RgD Af?C1 CODES AND SPECIFICATIONS, LATEST EDITION, UNLESS OTHERWISE NOTED: ,SURFACES WITH STIFF NYLON BRISTLE BRUSHES AND WATER TO LEAVE ALL SURFACES CLEAN AND �� N,\ M' a. THE LOCAL BUIDLING CODE (FREE OF MORTAR DAUBS. DO NOT USE METAL SCRAPERS OR BRUSHES. b. AISC-SPECIFICATION FOR STRUCTURAL STEEL BUILDING, ALLOWABLE STRESS y DESIGN, 1989 `ry,;r c. ASTM A36, STRUCTURAL STEEL d. ATSM A53, TYPE E, GRADE B, ELECTRIC RESISTANCE WELDED STEEL PIPE .s, ke, 9A �O e. ATSM 123 ZINC (HOT-DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS o,c f. ATSM 153 ZINC COATED (HOT-DIP) IRON AND STEEL HARDWARE g. AWS D1.1 STRUCTURAL WELDING CODE h. EIA/TIA-222-F STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES. B. DESIGN PARAMETERS SEAL 1. THE STRUCTURAL STEEL ANTENNA MOUNTING FRAMES ARE DESIGNED TO PROVIDE SUPPORT FOR ANTENNAS AND ALL HARDWARE AND ACCESSORIES ASSOCIATED WITH ANTENNAS. NY07XC789C. FABRICATION AND INSTALLATION REQUIREMENTS. 1. THE ANTENNA SUPPORTS, ANTENNAS AND MOUNTING HARDWARE SHALL BE CONSTRUCTED PLUMB, LEVEL AND TRUE. 2. ALL STRUCTURAL ELEMENTS AND FASTENERS SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 123 AND A 153. PECONIC POLICE DEPT. 3. WELDS SHOULD BE SHOP MADE WHEREVER POSSIBLE, CONFORMING TO AISC SPECIFICATIONS AND AWS REQUIREMENTS. ALL WELDS ARE TO BE OF THE SIZE AND TYPE INDICATED 4. CONTRACTOR SHALL PROVIDE FIRE WATCH DURING ALL WELDING OPERATIONSM BRAZING AND SOLDERING AND OTHER WORK REQUIRING THE USE OF AN OPEN FLAME. TWO (2) HAND HELD 30 LBS. FIRE EXTINGUISHERS AND ADEQUATE WATER SUPPLY SHALL BE MAINTAINED ON SITE. FIRE WATCH 41405 ROUTE 25 PLAN SHALL BE SUBMITTED TO THE CLIENT FOR APPROVAL PRIOR TO WELDING. 5. ALL BOLTED CONNECTIONS SHALL BE A325 HS-BOLTS 5/8 INCH DIAMTERE MINIMUM SIZE UNLESS PECONIC, NY 11958 OTHERWISE NOTED. BOLTS SHALL BE SUPPLIED WITH FLAT WASHERS. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE AISC TURN OF NUT METHOD, TO THE SNUG TIGHT CONDITION, UNLESS OTHERWISE NOTED. SHEET TITLE 6. PROTECTIVE GALVANIZED COATINGS WHICH WERE DAMAGED OR REMOVED DURING ERECTION OR TRANSPORTATION SHALL BE RESTORED BY PAINTING WITH ZINC-RICH PRIMER. 7. ALL THREADED RODS SHALL BE 1/2 INCH DIAMTERE A36 STEEL UNLESS OTHERWISE NOTED. GENERAL NOTES 8. TEMPORARY STRUCTURES FOR STAGING AND CONSTRUCTION SHALL BE CAPABLE OF WITHSTANDING FORCES SPECIFIED BY THE LOCAL BUILDING CODE CURRENT EDITION. SHEET NUMBER 1)to Sprint '00 1 INTERNATIONAL BLVD., SUITE 800 MAHWAH, NJ 07495 TEL: (201 ) 684-4000 FAX: (201 ) 684-4223 Alcatel • LucentvA 6*`.'.* .%,., .*.* 600-700 MOUNTAIN AVE MURRAY HILL, NJ 07974 TEL: (908) —582-8500 JOHN M. BANKS ARCHITECT 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX 847-277-0080 Mt]ESTCHESTER VICES LLC 604 FOX GLEN BARRINGTON, IL 60010 7-7 TELEPHONE: 847-277-0070 NEW AAV EQUIPMENT MOUNTED ON FAX : 847-277-0080 NEW PLYWOOD BACKBOARD IN AE©westchesterservices.com PROVIDE ( 1 ) NEW SPRINT 1 /2" CONDUIT EXISTING SPRINT PPC TELCO SIDE W/(3) # 12 AWG FROM NEW SPRINT BTS POLICE STORAGE CABINET TO NEW AAV EQUIPMENT FOR NEW / DC POWER AND ( 1 ) NEW SPRINT 3/4" CONDUIT FROM NEW AAV EQUIPMENT TO NEW / SPRINT BTS CABINET FOR FIBER WITH PULL ROPE. (APPROX. f20') / / / I 0 12.14.12 FINAL CD EXISTING / I POLICE [NO. DATE DESCRIPTION RADIO DRAWN BY: JS SPRINT TO ROD & DRAGLINE EXISTING 2" SPRINT CONDUIT IN CEILING FROM CHECKED BY: JMB MEETPOINT TO NEW CABLIEVISION AAV EQUIPMENT INSIDE EXISTING SPRINT PPC JOB NUMBER: NY07XC789 I TELCO COMPARTMENT. CAIBLEVISION TO RUN ARCHITECT: JOHN BANKS FIBER THROUGH EXISTING 2" CONDUIT I (APPROX. 25FT) POLICE STORAGE ��Eo ARCy/ &c DESK \�� M. B I �<C� �C NEW CABLEVISION INSTALLED �239�5 0¢� -y INTERDUCT (MEET POINT) T� OF SEAL NY07XC789 PECONIC POLICE DEPT. 41405 ROUTE 25 PECONIC, NY 11958 SHEET TITLE GRAPHIC SCALE: FIBER SITE PLAN NORTH t'i FIBER SITE PLAN - 0' V ' 3' 6SHEET NUMBER SCALE: IIS