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HomeMy WebLinkAbout1000-75.-5-14.1 (4)PLANNING BOARD MEMBERS DONALD J. WILCENSKI Cha/r WILLIAM J. CREMERS PIERCE RAFFERTY JAMES H. RICH II1 MARTIN H. SIDOR PLANNING BOARD OFFICE TOWN OF SOUTHOLD M,~ILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 '/65-1938 Fax: 631 765-3136 MEMORANDUM To~ From: Date: Re: Michael J. Verity, Chief Building Inspector Heather M. Lanza, AICP, Planning Director April 30, 2013 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. State of New York Telecommunications Site Review Antenna Upgrade Consult. ants, Inc. 7050 W. Palmetto Park Road #15-652 Boca Raton, Flodda 33433 Tel: 877-438-2851 Fax: 877-220-4593 April 17, 2013 Heather M. Lanza, AICP Planning Director Town Hall Annex Building 53095 Route 25 Southold, New York 11971 RE: SprintPCS Wireless Application Site: NY07XC789 41405 Route 25; Peconic, New York Dear Ms. Lanza, APR 1 8 B1B 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, seefigure 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 CDMAJiDEN 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, seefigure 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: NY07XC789 41405 Route 25A Peeonic, New York April 17, 2013 Page 2 Consultants, Inc. Telecommunications Site Review 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 carders 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: NY07XC789 41405 Route 25A Peconic, New York April 17, 2013 Page 3 Consultants, Inc. Telecommunications Site Review New York Antenna Upgrade -- [x~o ~ ~ TO Rr. ua~ 0~.) m REPLAC[O WffH (5) I~m ~ Figure 1. Tower Elevation SprintPCS Wireless Site/Facility: NY07XC789 41405 Route 25A Peconic, New York April 17, 2013 Page 4 Consultants, Inc. Telecommunications Site Review New York Antenna Upgrade Figure 2. Site Location SprintPCS Wireless Site/Facility: NY07XC789 41405 Route 25A Peconic, New York April 17, 2013 Page 5 Consultants, Inc. Telecommunications Site Review New York Antenna Upgrade Figure 3. Shelter in Ground Compound SprintPCS Wireless Site/Facility: NY07XC789 41405 Route 25A Peconic, New York April 17, 2013 Page 6 Consultants, Inc. Telecommunications Site Review New York Antenna Upgrade ur~ SP~T EXISTING SPRINT PiPE MOUNTS TO REMAIN (TYP. OF" 3 SECTORS) -(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) (1) NEW SPRINT ANTENNA ON 5" SCHED. 40 RGS PIPE MOUNTJ (TYP. OF $ SECTORS) ,I Figure 4. Final Antenna Configuration · SprintPCS Wireless Site/Facility: NY07XC789 41405 Route 25A Peconic, New York April 17, 2013 Page 7 Consultants, Inc. Telecommunications Site Review New York Antenna Upgrade The mom3pola hes ~ capectty to ~JppoA Itle additional ~t~na~ mOun~ and coax Iondl a~ ~ the minimum code requ~erne~t~. 11~ fullmamg lame ~ a summa~/o~ the memb~ c, aplc~: 141.83 * 111 83 Pole Sha~ 33.6 Pass ! 11.83 - 81,83 Pete Shaft ~,2 P~ 81.~. 41.~ ~e Sh~ 52.7 P~ 41,~. 0 ~ Sh~ 47.0 Pm ~ ~ 75.4 P~ a,~,~. ~ I Note: The new Tower I ~ I Rating will be 75.4% out I N~S"'"~ ~.~ P.~.yo~ u~., o~,~ I of a maximum of 105% I EX~: 5/31/2014 Figure 5. Structural Analysis Post Installation State of New York Telecommunications Site Review Antenna Upgrade Consultants, Inc. 7050 W. Palmetto Park Road #15.652 Boca R~on, Florida 33433 Tel: 877-438-2851 Fax: 877-220-4593 March 21, 2013 Heather M. Lanza, AICP Planning Director Town Hall Annex Building 53095 Route 25 Southold, New York 11971 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, seefigure 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, seefigure 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: NYCENY 1027 21855 Country Road Cutchogue, New York March 21, 2013 Page 2 Consultants, Inc. Telecommunications Site Review 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: NYCENY 1027 21855 Country Road Cutchogue, New York March 21, 2013 Page 3 Consultants, Inc. Telecommunications Site Review New York Antenna Upgrade e~u~n ('n~,) EXISRNG t42'-0' MONOPOLE TOWER e~SL~Em w/(z) Figure 1. Tower Elevation SprintPCS Wireless Site/Facility: NYCENY 1027 21855 Country Road Cutchogue, New York March 21, 2013 Page 4 Consultants, Inc. Telecommunications Site Review New York Antenna Upgrade / Figure 2. Site Location SprintPCS Wireless Site/Facility: NYCENY 1027 21855 Country Road Cutchogue, New York March 21, 2013 Page 5 Consultants, Inc. Telecommunications Site Review New York Antenna Upgrade Figure 3. Shelter in Ground Compound SprintPCS Wireless Site/Facility: NYCENYI027 21855 Country Road Cutchogue, New York March 21, 2013 Page 6 Consultants, Inc. Telecommunications Site Review New York Antenna Upgrade EXISTING SPRINT PIPE MOUNTS TO REMAIN (TYP. OF 3 SECTORS) NEW SPRINT RRHS MOUNTED TO T-ARM STIFFENER (TYP. OF ,3 SECTORS) PROVIDE NEW STABILIZER BAR TO BE MECHANICALLY FASTENED (l~P. OF ,.3 SECTORS) (1) NEW SPRINT A~TENNA ON "~ · 3" SCH£D. 40 RGS PIPE MOUNT I (TYP. OF 3 SECTORS) Figure 4. Final Antenna Configuration SprintPCS Wireless Site/Facility: NYCENYI027 21855 Country Road Cutchogue, New York March 21, 2013 Page 7 Consultants, Inc. Telecommunications Site Review New York Antenna Upgrade (3) new APXV~PPIS-C-A20 end (6) RRH tafit~ (3) New 1.1/4" ~ ~ m~ ~ ~ ~ t~{6) 1-~ c~ ~ ~. ~~~ f~ ~1~ T~ ~ ~ ~ ~, ~R~~l~t~ ~~ ~nle~h ~N~Yo~ ~ C~,~-F m~, ASCE 7~ ~ ~ N~ ~, ~ ~ ~ m ~ ~ a ~ ~ ~ 1: ~2' ~.5 ~ ~ 3; ~'-112' 0.31~' ~ ~, LLCr 141.83 - 111.83 Pole ~ 33.8 Pass 11 t ,83 - 81.83 Pole 8heft 45.2 Pm 8t .83 - 41.83 Pole Shaft 52-7 PreSs 41.8~ - 0 Pole Sh~ff 47.0 PawJ ~ P~ 75.4 P~ IT he analy~ of the a~i~mg monopole Im~eate~ th~ [~ is .atmlurail~ adeeuate and in =Oral. mOo ~ ruth I~e code requiremen~ m~ffioned above, The f~und~on o~ld I infomtal~ ~lable to us. Note: The new Tower I Rating will be 75.4% ont I I o, a m,,,,m.m o,,0,% I Figure 5. Structural Analysis Post Installation 5550 Merrick Road Suite 302 Massapequa, NY 11758 516-557-2398 office 516-557-2397 fax March 10, 2013 Town of Southold Planning Board P.O. Box 1179 Southold, NY 11971 MAR 1 42013 Soatho![i Town Planning Board 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: Pursuant to my conversation with Richard Edwards from City Scape Consultants in regard to the above referenced site, please accept this letter as an affim~ation that SprintPCS will comply with all FCC rules regarding human exposure to radio frequency energy. Please let me know if you need any additional information. Thank you. Sincerely, State of New York Telecommunications Site Review Antenna Upgrade February 22, 2013 Heather M. Lanza, AICP Planning Director Town Hall Annex Building 53095 Route 25 Southold, New York 11971 Consultants, Inc. 7050 W. Palmetto Park Road #15-652 Boca Raton, Florida 33433 Tek 877-438-2851 Fax: 877-220-4593 SoutholO Town Planning Board 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, seefigure 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, seefigure 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: NYCENY 1027 21855 Country Road Cutchogue, New York February 22, 2013 Page 2 Consultants, Inc. Telecommunications Site Review 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 them should be capability for two (2) additional carriers plus additional Town of Southold communications equipment. 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 with the following conditions: 1. The Applicant shall assure the Town that all feed line access ports are sealed to prevent access by birds and other wildlife; and, 2. The Applicant shall provide a certification or stamen of compliance with ANSI rules regarding human exposure to radio frequency energy; and, 3. The Applicant provide the Town with the Exposure Category used in the Structural Analysis; and, 4. The facility shall be accessible only to authorized personnel. Respectfully submitted, Richard L. Edwards FCC Licensed PCIA Certified CityScape Consultants, Inc. SprintPCS Wireless Site/Facility: NYCENY 1027 21855 Country Road Cutchogue, New York Febmary 22, 2013 Page 3 Consultants, Inc. Telecommunications Site Review New York Antenna Upgrade 40 ~ P~P~: ,t~ {2)~ ~ (wp. c* ~ cps u~r o. EX~n.o ~ ~ Figure 1. Tower Elevation SprintPCS Wireless Site/Facility: NYCENY ! 027 21855 Country Road Cutchogue, New York February 22, 2013 Page 4 Consultants, Inc. Telecommunications Site Review New York Antenna Upgrade Figure 2. Site Location SprintPCS Wireless Site/Facility: NYCENY 1027 21855 CountD' Road Cutchogue, New York Februazy 22, 2013 Page 5 Consultants, Inc. Telecommunications Site Review New York Antenna Upgrade Figure 3. Shelter in Ground Compound SpdntPCS Wireless Site/Facility: NYCENY 1027 21855 Country Road Cutchogue, New York February 22, 2013 Page 6 Consultants, Inc. Telecommunications Site Review New York Antenna Upgrade (2) EXISTING SPRINT PIPE MOUNTS TO REMAIN (TYP. OF' 3 SECTORS) (2) NE'W SPRINT RRHS MOUNTED TO T-ARM STIFFENER (TYP. OF 3 SECTORS) PROVIDE NEW STABILIZER BAR TO BE MECHANICALLY FASTENED (TYP. OF 5 SECTORS) (1) NEW SPRINT ANTENNA ON '--~ $" SCH£D, 4-0 RGS PIPE MOUNTI (~m OF 3 SECTORS) m I& O' 1' 5' 6' Figure 4. Final Antenna Configuration SprintPCS Wireless Site/Facility: NYCENY 1027 21855 Countly Road Cutchogue, New York February 22, 2013 Page 7 Consultants, Inc. Telecommunications Site Review New York Antenna Upgrade (3) new APXVSPPI&C-A20 and (6) RRH ~ (3) New 1.1/4' ~ ~ m8 ~ ~ ~ t~(6) 1~~ ~m~. ~~~ ~ ~ ~, 3:~'-112' 0.31~' ~ 50 km ~ ~ ~e ~el~ ~ k~ ~t~ ~ ~. ~m, LLC 141.83- 111.85 POle Shaft 33.6 111.83 - 81,83 Pole ~ ~.2 81.~. 41.~ ~e Sh~ 5Z7 41.83- 0 ~e Sh~ 47.0 ~ ~ 75.4 P~ ~ ~ ~.~ P~ I in fonnal~o~ availeb~ ~o uL Mth any clue~on. ~' con~eflts. ~ I Note: Ihe new lower I Rating w.m be 75.40/0 out EXpZes:NewShrackttta [3~1~1i~ P.F_y0fl<~1~14~. ' ~16 l ora maxamum of 105% Figure 5. Structural Analysis Post Installation PLANNING BOARD MEMBERS DONALD J. WILCENSKI Chair WILLIAM J. CREMERS JAMES H. RICH III MARTIN H. SIDOR February 1, 2013 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MAILING ADDRESS: P.O, Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 766-1938 Fax: 631 765-3136 Ms. Victoria Brennan 5550 Merrick Road, Suite 302 Massapequa, NY 11758 Re: Proposed Sprint Wireless Up-grades @ Southold Police Dept. Located at 41405 NYS Rt. 25, Peconic SCTM#1000-75-5-14.1 Dear Ms. Brennan: The Planning Department is in receipt of an application to up-grade an existing Sprint Wireless facility and add an equipment cabinet at the existing monopole site referenced above. Pursuant to §280-130A of the Southold Town Code, the Planning Department is seeking to provide a brief report to the Building Department concerning the proposed wireless communications up-grades to determine whether they meet the guidelines for wireless facilities. Pursuant to §280-74A(d) of the Town Code, the Planning Board will hire a Technical Consultant to aid in the review of the application and hereby requires the submission of $8,500.00 into an escrow account with the Town Comptroller's Office to cover the cost of the Technical Consultant's review. Please remit a check in the amount of $8,500.00 payable to the Town of Southold. Any unused portion of the Technical Consultant's fee will be returned to you. Our consultant is CityScape Consultants, Inc. They may contact you directly regarding this application. Please, if you have any questions regarding this application or its process, do not hesitate to call this office. Thank you in advance for your prompt payment. Very truly yours, Brian A. Cummings(-~- Planner Page 1 of 1 Kalin, Carol From: Kalin, Carol Sent: Thursday, January 31, 2013 9:20 AM To: 'rick@cityscapegov.com' Cc: 'kay@cityscapegov.com'; Cummings, Brian A.; Terry, Mark; 'Cremers, William'; Lanza, Heather; 'Rich, James'; 'Sidor, Martin'; 'Wilcenski, Donald' Subject: Directions to View Town of Southold Wireless Files on Laser Fiche Importance: High Listed below, please find directions to review the following files: 1000-18.-5-13.8, New Cingular Wireless at Orient Fire District 1000-75.-5-14.1, New Cingular Wireless at Police Station 1000-75.-5-14.1, Sprint at Police Station 1000-96.-1-19.1, New Cingular Wireless at Junge 1000-108.-4-11.3, New Cingular Wireless at Baxter 1. Go to the Town of Southold website www.southoldtownny..qov; 2. Click on Weblink located on bottom left of home page; 3. Click on "Planning Dept." folder; 4. Click on "Applications", then "Site Plans", then "Pending"; 5. Click on the SCTM# (tax map #) of the application (found above). If you have any questions, Brian Cummings is the Project Manager and he can be reached at the phone number listed below between 8:00 a.m. and 4:00 p.m. Carol Kalin, Secretarial Assistant Southold Town Planning Board Southold Town Annex, 54375 NYS Rt. 25 P.O. Box 1179 Southold, NY 11971 Phone:(631)765-1938 Fax: (631)765-3136 CaroI.Kalin~town.southold.ny.us 1/31/2013 FOR INTERNAL USEONL~ ¢~, SITE PLAN USE DETERMINATION Date Sent: Initial Determination Da.re: / / ~/ /'.~ ' 'ProjeotName.~ ~C ~,~/, ~ Project Address: g ~)S~ .~ ~,, Suffolk County Tax Map No.:~'000-75- ~ -/¢./ Zoning District: ~,~.. (Note: Copy of Buildir~g Permit Application and supporting documentation as to propoSed use or uses should be submitted,) Initial Determination as to whether use is permitted: Initial Determination as to whether site plan is required: Planning Department (P.D.) Referral: P.D. Date Received: I / ::~/ \~ Comments: Fin,al Determination Date: / / Decision: Sighature of Building Inspector Date of Comment: Signature of Planning Dept..l~ff Reviewer RinnnhlrR nf RHildino InRnentnr PLANNING BOARD MEMBERS DONALD J. WILCENSKI Chair WILLIAM J. Ciq.EMERS PIERCE RAFFERTY JAMES H. RICH III MARTIN H. $IDOR PLANNING BOARD OFFICE TOWN OF $OUTHOLD MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, N-Y Telephone: 631 765-1938 Fax: 631 765-3136 MEMORANDUM To: From: Date: Re: Michael J. Verity, Chief Building Inspector Heather M. Lanza, AICP, Piann',~ ~ctor April 12, 2013 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: 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. T(~WN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork. net Examined ,20__ Approved ,20 Expiration ,20_ PERMIT NO. JAN 2 5 2013 BE[)(; DEPT TOVv~f ~F SOI[THOED Building, Inspector BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E,C. Trustees Flood Permit Storm-Water Assessment Form ~act: Mai[ Phone:~[ Lb ~ APPLICATION FOR BUILDING PER_MIT 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 scbedale. 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 iftbe 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. Th,ereafer, 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 comp{y with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Si~re'~ applicam or name, ifa corporation) (Mailing address Jar a'pplicant ) State whether applicant is ownOagent, architect, engineer, general contractor, electrician, plumber or builder Name ofowner of premises IF'X,~rX q:D~ '~',-,~c> (As on the tax roll or latest deed) I f appli~t,,is~a c~por,~ation, signature of dul~, aut/~orizecl officer (Name and title of~orporate officer) '~3 ' Builders License No. Plumbers License No. IO~ ~ Electricians License No. t~, ~ Other Trade's L cerise No. Location of land on which proposed wor~v~ill be. done: _ ~ , . House Number Street Hamlet -- County Tax Map No. 1000 Section -"J ~'~ Block Subdivision Filed Map No. Lot 2. State existing use and occupancy of pr.~emises and intended use ~m? occupancy ofpr, oposed construction: a. Existing use and occupanCy .~_.~,_~C~e.~.~.~a ~cx.[~. ,~, 3. Nature of work (check which applicable): New Building. Repair Removal Demolition 4. Estimated Cost ~ ~, L~ , ~ Fee 5. If dwelling, numberofdwelling units [Y],Z}- If garage, number of cars Addition , Alteration~ Other Work ~ O.~\r.~,~ O~C.~ (Description) (To be paid on filing this application) Number of dwelling units on each floor 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 Depth Height Number of Stories 8. Dimensions of entire new construction: Front Height Number of Stories Rear Depth Rear 9. Sizeoflot: Front Rear Depth I 0. Date of Purchase Name of Former Owner 1 I. Zone or use district in which premises are situated T~ ~5'(~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ~' 13. Will lot be re-graded? YES__ NO ¢ Will excess fill be removed from premises? YES NO 14. Names of Owner of pr.e ,mise'~-_~Address~'~:)~_oC~S'~ Phone No.~93[- ~ ~--- I ~.~ Name ofAmhitect h~.~.[-6~,e _c..3d,XzxS..,:/ Address~ ~.~n~ Phone No ~qq- ~-~D~ Name of Contractor L~[~} - ~ Address~~'~ Phone No.~O)- ~qO -~ - ' - -- 15 a. Is this prope~ within 100 feet of, tidal wetland or a freshwat;r wetland? 'YE~~ NO ~ b. Is this prope~ within 300 fcct of a tidal wetland? * YES · IF YES, D.E.C. PE~ITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO_~ · IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY O F ~,,.~)S: ~'~) ~kJD'%<~,. being duly sworn, deposes and says that (s)he is the applicant (Name"6f inc'lividSal si~ing contract) above named, (S)He is the ~ 03/~ k (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. Sworn to before me th% 1~ ~q~ q/m, day of~ 20 ~ ......_Victorin Brenn,an, Eaq Notary Public ,Noba,~, ~iib~k;, State of New No. 02BR8072822 Signature of Applicant Qualified in Nassau Co~nty / / Commission expires April '1 S, SC'tM# 1000-75-5 -14.1 ~"~E.~," ~34~71 ~QFT t2.27 ACRES 0 100' Shore 2 Shore Wireless, Inc. 5550 Merrick Road, Suite 302 Massapequa, NY 11758 (516) 557-2398 Office 516-557-2397 fax September 19, 2012 Southold Town Hall 53095 Main Road Southold, New York 11971 Attention: Scott Russell Re: PCS Site Agreement between The Town of Southold and Sprint Spectrum Realty Company, L.P. and dated April 1, 1998 and with respect to the real property located at Route 25 & Peconic Lane, Peconic, New York (Peconic Police Dept) (NY07XC789) Subject: Notice of Work Activity - Courtesy Notice Mr. Russell; This notification letter is being sent to you as a courtesy to inform you that Sprint Spectrum Realty Company, L.P. will be undertaking maintenance work in and around its premises that is located on your property. Certain Sprint Spectrum Realty Company, L.P. authorized vendors, including Shore 2 Shore Wireless, will be performing this work in Sprint's behalf. This work will be performed in full compliance with the Site Agreement. If you have any questions about this activity, please do not hesitate to contact me at the address or number listed below. Sprint Spectrum Realty Company, L.P. 516-557-2398 - office 631-807-7836 - cell PLANNING BOARD MEMBERS DONALD J. WILCENSKI Chair WILLIAM J. CREMERS PIERCE RAFFERTY JAMES H. RICH III MARTIN H. SIDOR PLANNING BOARD OFFICE TOWN OF SOUTHOLD MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 May 9, 2013 Mr. Joseph Espinosa-LIC Alcatel-Lucent L42106 2640 Nethedand Drive - Apt. 205 Beaver Creek, OH 45431-7742 Re: Site Plan Application for Sprint PCS located at Southold Police Station, Peconic SCTM#1000-75-5-14.1 Dear Mr. Espinosa: Enclosed is a check in the amount of $4,500.00 for the balance of the funds provided by your client to the Town to cover the expense of a consultant to assist with the review of the application referenced above. Your client sent an initial amount of $8,500.00. CityScape Consultants subsequently billed a total of $4,000.00 (see attached Invoice #2526). Pursuant to Town Code §280-74A(4)(c), we are returning the unused portion of the funds to you. Sincerely, Donald Wilcenski Planning Board Chair Encs. Town of Southold, New York - Payment Voucher Vendor Name [V~dor Address Joseph Espinosa-LIC .Alcatel-Lucena'-L42106 - - 2640 Nethertand Drive - Apt. 205 V~udor Telephone Numb,~ " Beaver Creek, OH 45431-7742 Vendor Contact Invoice Invoice Invoice [ N~t Pu~base OMet Number Date Total ~ Discount [ ~anount Cl~im~l Nmnber De~fi~, of Goods or S~vices i [ $4,500. :eimburse unused escrow ~onsultiug review re [ ;ireless appllcat lon ] 4,500. at Police Sta.Peconic I ($4,500.) I SCTM#1000-75-5-14.1 Payee Certification The unde~igned (Claimant) (A~fing otl b~half of the above uau~d ¢lalm.nt) dogs hereby cevlify tha~ the foregoing claim is uue and con~% that no pa~ has due and owing, and tha~ rexes flora which ~e Town is exempt are ~xcluded. Signature Title, Company Name Date Department Certification I hereby certify that the materials above specified have been r~ceived by me in good condition without substitution, the services properly performed and that the quantitle~ thereof have been verified with the exceptions or discrepanciez noted, and paymeut is apl~oved. Tiff, Planning Director Date~ Town of Southold, New York Vendor Name - Payment Voucher Vendor Telephone Ntunbcr Vendor Contact 2526 CityScape Consultants, Inc. Invoice Date Invoice Total $4,000. $4~000. [~OOalt 2/28/13 Vendor Add~u~s [Vendor No. 3373 7050 W. Palmetto Park Rd. #~ 5-652 Boca Raton, FL 33433 I $4,000. 25465 $4,000. ($4,000) P,~,,ipii~GoodzorServic~ Site application review Sprint PCS Wireless at Police Station SCTM#1000-75-5-14.1 ~ii:i:!:!:i:i:i:i:i:i:i:i:i:i: 3:::::::::::::: ::::::::::::::::::::::::::::::::::::: .... t::::::::::::::: :::::::::::::::::::::::::::::::::::::::::::::::::::::::::: :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: Payee Certification The undemigned (Claimant) (Acting on behalf of the above named claimant) docs hereby cer6 fy that the foregoing claim is true and correct, that no part has been paid, except as thei~ein stated, that the balance therein stated is actually due and owing, and that taxes f:mm which the Town is exempt are excluded. Signamre Title Company Name Date Department Certification I hcreby, certify that thc matm'ials above specified have been r~ccived by me m good condition without substitution, the services properly performed and that the quantities thereof have been verified with the exceptions or discrepancle~ noted, and payment is approved. Title Planning Director Date %/~// ~ 7050 W. Palmetto Park Rd #15-652 Boca Raton, FL 33433 Tel: (877)438-2851 Fax: (877) 220-4593 INVOICE DATE INVOICE 2/28/2013 2526 BILL TO Town of Southold Heather Lanza, AICP, Planning Dir P.O. Box 1179 Southold, NY 11971 Project Ref/PO: SPR NYO7XC789 41405 Rt 25 Description Rate Amount Site Application Review and Analysis: SPR NY07XC789 4,000.00 4,000.00 Site Application submitted by Spdr~PCS Wireless/Nextel modify/upgrade existing facilities located at 41405 Route 25, Peconic Review dated 02-22-2013 ~)0 I~ 1~5. ~_ i ij~, / Total ,ooo.oo CityScape Consultants, Inc. Purchase Order # Date. Harch 22, ] TOWN OF SOUTHOLD 25465 2013 Tax Exempt # A163554 B 8020 4 500 350 Account # IDeliver and send billing to: I I Vendor Department PLANNING BOARD CityScape Consultants, Inc. 7050 W. Palmetto Park Road Address ~15-652 Boca Raton, FL 33433 I I I VENDOR **Return this copy and Town of Southold voucher itemized and signed for payment'* ITEM QUANTITY DESCRIPTION UNIT COST modify Applic. in TOTAL TO EXCEEI $4,000. THIS PURCHASE ORDER IS NOT VALID WITHOUT THE SIGNATURES OF THE DEPT. HEAD AND THE SUPERVISOR I CERTIFY THAT THERE ARE SUFFICiEI~T FUNDS AVAILABLE IN T~RGED Dept.Head v I CERTIFY THIS TO BE A JUST AND TRUE PURCHASE ORDER MAR 1 8Z013 SoutholO Town Planning Board Consultants, Inc. AGREEMENT FOR SERVICES This Agreement for Services, hereinafter referred to as the "Agreement," is entered into as of the ,,,~}k day of ,/vhxr ch , 2013, between CityScape Consultants, Inc., a Florida Corporation, hereinafter referred to as the "Consultant," and the Town of Southold, New York, a municipal corporation, hereinafter referred to as the "Town". WHEREAS, Section 704 of the Telecommunications Act of 1996 mandates that local government cannot prohibit the provision of personal wireless services and requires local government to not unreasonably discriminate among providers of functionally equivalent services; and WHEREAS, the Town desires to engage the services of the Consultant to perform for the Town consulting services regarding the review and analysis of wireless application reviews (Application Review) to ensure the Town's compliance with the aforementioned provisions and other existing federal regulation and legislation, to ensure the wireless carrier's compliance with Town's regulations, and to assure the need for, and minimize the aesthetic impact of, these facilities on the surrounding areas of the Town; and WHEREAS, the Consultant desires to consult with appropriate Town staff as an independent contractor of the Town; and NOW, THEREFORE, in consideration of the mutual benefits and conditions set forth below, the parties hereto agree as follows: Scope of Services to be performed by Consultant. Consultant shall perform those services described in Exhibit "A", attached hereto and incorporated herein by reference. In performing such services, the Consultant shall comply with all federal, state, and local laws and regulations applicable to the performance of such services. The Consultant shall perform services diligently and completely and in accordance with generally accepted professional standards of conduct and performance. Duration of Contract. This Agreement shall be in full force and effect for a period of ~ year(s) commencing upon execution of this Agreement. This agreement shall renew automatically for successive annual terms, unless terminated by either party, thirty (30) days prior to expiration of the then current term. 3. Compensation and Method of Payment. As payment for the services to be performed hereunder by Consultant, one of the following payments shall be made to the Consultant, depending on the level of review as outlined below: 1. Site Review and Analysis to include: Two (2) related meetings (i.e. site visit, planning, public hearing, etc.) $6,500.00 2. Site Review and Analysis to include: One (1) related meeting (i.e. site visit, planning, public hearing, etc.) $5,000.00 3. Site Review and Analysis (collocation, modification and/or upgrades) (not including any meetings): $4,000.00 Review fees will be paid directly to the Town by the applicant through the Town's application and review process. Consultant will invoice Town for the full contracted amount, after Consultant has submitted final review to Town and/or attended required public meeting(s) at the discretion of the Town. Payment of invoice will be due within (30) days of the date of invoice, subject to the Town's ordinary procedures for processing of payments. Additional Services. If Consultant is required to attend additional planning/board meetings and public hearings beyond the two meetings provided above, to provide testimony regarding the Consultant's recommendations pertaining to any Application, additional charges may apply based on actual cost of travel and attendance by a CityScape representative. Any additional charges over the contracted amount will be approved in advanced by Town and agreed to by both parties in advance. 4. Notices. Whenever any notice is required or permitted, such notice shall be in writing and shall be deemed sufficiently given if delivered by hand or by guaranteed overnight delivery service to the address of the party to be notified or if deposited in the United States mail, postage prepaid, certified or registered mail, return receipt requested, addressed to the party to be notified as follows: CONSULTANT: CityScape Consultants, Inc. 7050 W Palmetto Park Rd #15-652 Boca Raton, FL 33433 Attn: Kay Miles, Business Manager Tel: 877-438-2851 Fax: 877-220-4593 TOWN: Town of Southold 53095 Route 25 PO Box 1179 Southold, NY 11971 Attn: Heather Lanza, AICP, Planning Director Tel: 631-765-1938 Fax: Notices delivered in accordance with this paragraph shall be deemed received on the date of delivery to such address or, if mailed, three days following deposit in the United States mail. Either party may change its address for delivery of notice by giving notice of change of address in compliance with the terms of this Section. 5. Entire Agreement: This Agreement constitutes the entire agreement and understanding of the parties and supersedes all offers, negotiations, proposals and any other agreement of any kind relating to the subject matter of this Agreement. There are no representations or understandings of any kind not set forth herein. Any modification of this Agreement shall be in writing and executed by both parties hereto. 6. Venue. In the event of any litigation arising out of this Agreement, the parties hereto agree that Suffolk County in the State of New York is the proper venue for such action. Authority. Each party hereto represents to the other party that such individual executing this Agreement on behalf of that party is authorized by the requisite action of the party to execute this Agreement. 8. Governing Law. This Agreement shall be construed in accordance with the State of New York law. Project Records and Documents. Each party, upon reasonable request of the other party, shall permit examination or audit of all project-related records, books, documents, and papers during or following completion of the project. Each party shall maintain such records, books, documents, and papers for at least three (3) years following completion of the services performed. 10. Assignment. Neither party may assign or transfer its rights or obligations under this Agreement without prior written consent of all other parties. 1N WITNESS WHEREOF, the parties have signed this Agreement on this ~1 I~'~day of 4~P~13 CONSULTANT: CITYSCAPE CONSULTANTS, 1NC. Print Name TOWN: TOWN OF SOUTHOLD, NY By: ~ ATTEST: Print Name Exhibit A (page 1 of 2) Third Party Expert Site Application Review CityScape will provide expert review (Application and/or Review) of applications submitted to the Town for the placement, construction and/or modification of personal wireless service facilities. CityScape's methodology carefully follows the federal and state regulations and includes an initial checklist of the material submitted for completeness. CityScape will provide to the Town a detail list of submittals which will be required in order to fully evaluate an Application. The Town will forward to CityScape any application submittal package, or arrange for CityScape to receive submittals simultaneously from the applicant, for which a review is required. If an a;~;>lieation is deemed incomplete, CityScape will conform to the Town's policy regarding proper stakeholder notifications while maintaining the FCC shot clock (if applicable). Copies of any additional information furnished by the petitioner will be copied and provided to the Town. CityScape's review and evaluation will include, but is not limited to: · Accuracy of data and application completeness of submission; · Assurance that the Town works within the confines of the FCC "shot clock" (if applicable) and meets the time allowed for disposition of telecommunications applications; · Applicability of analysis techniques and methodologies; · Validity of conclusions reached; · Compliance with all applicable federal, state, and local structural codes. · Whether the proposed wireless telecommunications facility complies with the applicable approval criteria set forth in the town's local regulations; · Determination if the search ring is adequate based on generally accepted cellular, PCS, ESMR, ISP, paging and other engineering principles for the intended site; · Evaluation of proposed height based on capacity, coverage or upgrades; · Evaluation of the site option and/or any alternative site location options and collocations/modifications/upgrades; · Evaluation of compliance with existing Town and other ordinance and regulations (i.e., setbacks, tower separations, ordinance definitions, etc.) · Compliance with all Town zoning requirements to include but not limited to correctness of concealed design, low profile antenna installation, maintaining the correct number of approved zoning collocations and assurance of matching concealment; · Compliance with the Telecommunications Act of 1996 and other applicable federal laws, rules and regulations; · Compliance with state wireless statutes; · Evaluation of aesthetic impacts and possible mitigation of, stmctnres, shelters, containers and landscaping to provide a more aesthetically pleasing solution; · Evaluation of Federal Communications Commission (FCC) Radio Frequency (RF) exposure compliance; · Evaluation of Compliance with Public Safety Communications systems; · Other lawful matters deemed by the Town to be relevant to determining whether a proposed wireless telecommunications facility complies with the provisions of the Town's regulations. Exhibit A (page 2 of 2) When all submission items are deemed complete, CityScape within fiReen (15) days, will submit to the Town, a written report summarizing the petitioner's request and detailing the findings. CityScape will provide the Town with an agreed upon number of copies, submitted via Federal Express, next day delivery, of the written analysis. A PDF copy of written analysis is available upon request via electronic mail. Upon request and advanced scheduled notice by the Town, CityScape will attend related zoning hearing(s) for expert testimony and will also be available to generate any follow-up submittal letters pertaining to expert testimony regarding a petitioner's application. Application Review Fees The Application Review fee includes an initial review for "technical completeness," evaluation of the application and submitted materials and/or follow-up review and/or letters on same application. There will be no incidental charges associated with the review fee (i.e., faxing, emailing, printing and reproduction costs). The site review may include attendance, as requested in advance by the Town, at related planning/zoning hearings to provide expert testimony and assistance to the Town. The review fee will be paid directly to the Town by the applicant, through the Town's application and review process. CityScape will invoice the Town for the review upon the completion and submittal of the completed review and analysis by CityScape and attendance at any scheduled meetings at the discretion of the Town. PLANNING BOARD MEMBERS DONALD J. WILCENSKI Chair WILLIAM J. C~EMERS PTEi~CE I~AYFERTY JAMI~S H. RICH III MARTIN H. SIDOR PLANNING BOARD OFFICE TOWN OF SOUTHOLD MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3186 MEMORANDUM To: Accounting From: Planning Department Date: February 25, 2013 Re: Check The attached check is a consultant escrow fee for a wireless facility review. Please deposit into B691 Deferred Revenue Account. Thankyou. Applicant/P~oject Name Tax Map Amount Check & Type # bate/No. Sprint Spectrum Realty Co., Wireless Telecom Facility at $8,500 2/13/13 - ¢~)147 Police Station in Peconic: escrow fee 75-5-14.1 LR cc: file 5550 Merrick Road Suite 302 Massapequa, NY 11758 516-557-2395 office 516-557-2397 fax Febmnry 21, 2013 Town of Sou~old Southold, NY 11971 FEB 252013 Soulho]d Town Planning Board Re: Building permit application for Sprint Spectrum Realty Company, L.P for the property located at 41405 Ronte 25A, Peconic, NY (Section 75, Block 5 Lot 14.1) (NY07XC789) To Whom It May Concern: Pursuant to the letter dated February 1, 2013 from Brian Cummings, enclosed please find a check in the amount of Eight Thousand Five Hundred Dollars ($8,500.00) which sum constitutes the escrow fee for the above referenced site. Please let me know if you need any additional information. Thank you. ~V~etoria Brennan %~ ~WHILE YOU WE rE, FOR INTERNAL USE oNLY SITE PLAN USE DETERMINATION. Initial Determination PrOject Name:~ vrojec :~ - t Address ~ ~ ~ (~ ;~ sUffolk County Tax Map No,:l?00-~ ~-~ .--/~'/ Zoning District: ~ .... (Note: Copy of Building Permit Application and supposing documentation as to proposed use or uses Should be submiffed.) Initial Determination as to whether use is permi~ed:~ Initial Determination as to whether site plan is required:_ ~uilding Inspector Planning Department (P.D.) Referral:_ P.D. Date Received:_ / __ / Date of Comment:___ Comments:_____---~-- ~ignature~ Planning Dept,-Staff Reviewer Final Determination., Date: __ /__ Decision: Rinn~h irR nf Rilildina I n.~nP.c, tnr ~Yow&o,~ so'u,P~fo£~ $,u~p~:O£gC co'u~,Pr, 9,f~w SC'TM ~ lQ00 "?5 - ~ - 14.1 ARF. A · ~34,311 SCi FT t 2~J' ACRES 0 100' St ,641 I~OAD SURVEYED; OCTOBER 30,2~03 LAND SURVEYOR ~ FLORENCE DRIVE MANORVILLF_ N.Y. '11949 ( 631~ ) a?4.0400 TOWN OF ~nOUTHOLD BUILDDNG DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork.net Examined_ ,20 Approved ,20_ Disapproved a/c~ Expiration PERMIT NO. JAN Building Inspector BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey_ Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form act: Ma, to: %'55e I Jxc!,c APPLICATION FOR BUILDING PERMIT Date ~-~{~.~t ~ c~ ,20_..~_ 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. (Si~r~'~re"~applicant or name, ifa corporation) (Mailing address bf dpplicant) State whether applicant is own~agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises I ~,'~. O~'- (As on the tax roll or latest deed) I f appli~aln[is~a c~apor,.~ation, si[nature ofdul~ aut~orizec], officer (Name and title of corporate officer) Builders License No. Plumbers License No. tO Electricians License No. tO Other Trade's License No. Location of land on which proposed work,_wrill be, done _ ~ , tnouse ~umber Street Hamle[ t County Tax Map No. 1000 Section ~ ~ Block ~ Subdivision Filed Map No. Lot I Lot 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost '~' ~ O,~ , 5. If dwelling, number of dwelling units If garage, number of cars State existing use and occupancy of pr~emises and intended use ,an? occupancy of pr. oposed construction: a. Existing use and occupancy ~ [a~('e~xxe, x~,,,x e~ )~...~ ~2~ctc~x.~. ~ b. lntended use and occupancy \"'~4[,~ Co&x~.v\(~,.5~._~ FO.C_~ ~cL Addition ~ Alteration~ ,.'~,, Other Work (Description) Fee (To be paid on filing this application) Number of dwelling units on each floor 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 Depth Height. Number of Stories 8. Dimensions of entire new construction: Front Height Number of Stories Rear Depth Rear 9. Size of lot: Front Rear Depth I 0. Date of Purchase Name of Former Owner I I. Zone or use district in which premises are situated ~ ~5© 12. Does proposed construction violate any zoning law, ordinance or regulation? YES . NO .¢ 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner o f premises~AddressS~)qST~'~w~ ~S Phone No.~7'~- Name of Architect kC~[t:~ks~14.~ Cwu,k~hq/ Address~.-M, ~v,~GJco6 ~-~.n,,.&t~ Name of Contractor ~\czc, J,e~'- ~ A d d ressG)oo.d_ ~,~ ' ~, c5 Ph°ne N° c~ q q- igr~ ~ -~-~ Phone No. ZOl- 15 a. Is this property within I00 feet ora tidal wetland or a freshwater wetland? *YES NO "~ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY ~REQUIRED. b. Is this property within 300 feet ora 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 N~ · IF YES, PROVIDE A COPY. STATE OF NEW YORK) co TY o45, .2 s: ~'~'~) ~x'hC~3q'<3~x, being duly sworn deposes and says that (s)he is the applicant (Name'of inc~ividu'-al s~g~ ~'~fiing contract) above named, - (S)He is the ~, ~P.bq '~(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. Swpr~ Iq before me tl~ ~q~Wm. day of~~ __ 20 ~,'~ ~ .j~~Vi~o~a Brennan, Esq Nota~ Public Nu~, y ~bl~, S~te of New No. 02BR6072822 Signature of Applicant Qualified in Na~u Codn~ Commission e~ires ~dl 15, 20~ 5550 Merrick Road Suite 302 Massapequa, NY 11758 516-557-2398 office 516-557-2397 fax January24,2013 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: I) 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 1 will pick up the permits. Thank you. Sincerely, Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 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. Bo 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 I. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. New Construction: Location ofProperty.'--~O.~4 ~- ~ House No. Street Owner or Owners of Property: \ O~--~V~ Suffolk County Tax Map No 1000, Section -~ ~ Old or Pre-existing Building: (check one) ~ ~ Hamlet Subdivision Permit No. Date of Permit. Health Dept. Approval: Block ,.~ Lot /d.~ / Filed Map. Lot: Applicant:?~)(~xc~.3( ~ £e_~O~v,-.~,_~0.~C2~ ~'~¢'*-~ i Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ ~//~li'cant Signature ¥~g.:Feb. 15. 2000~' 7: Site Na~e PE~OMIC i SPRINT $?I;CTRUM:EEMENT No. 6349 P. 8/15~larch~T Site I.O. $7685 ]C/~ck appmp~ate boxfes)] wig cuopefate with $SLP in SS[.P's effo~tS to oblain uhilties from any rotation provided by Owner or Ihe servicing uHlity, including signing any easemere or elher inslrument reasonably reQui~cl by the utility company. 11. Termination. SSLP may ten"ninate this Agreeme~l at any time by notice to Owner without further liability i! SSLP does not obtain all pen'nits or other appmvars (collectively, 'ap;xevaf') required imm a~y governmental authodt',* or any easements required tram any thk*d party to operate the PCS system, or it any such approvaJ is canceled, expires or is withdrawn ar terminated, er if Ow~m* faits to have proper owne~hip of the Site ar authority to enter into Agreement, or ii' SSLP. for any othl.~ reason, in its sole discretion, deten'nines that it will be unable to use Ihe Site. Up~ termination, all prepaid rent will be retained by Owner untess such terrrdnation is due to Owner's failure ~' proper ClibPDF - www.fastio,com ^g~.Feb. 15. 2000.- 7:58^ SPRINT ow~e~e. 634§~ P, 9/15 lis: ~' '%J' ........... ~r ...... $.S/Ta~ No.: See Exhib;I A1 fo; contbruaUofl of O~er s~gnalures ~t~ld N~w York llq7l ^ltac~ E~h~t A - Si~e Oescdptio n and Exhibil B - Memorandum of PCS Site Agreement ClibPDF - www.fastio.com Feb. 15. 2000 SPRINT SPECTRUM EXHIBIT A Site Description , County Legal Description: l~0. 6349 P. , Slate of A,,/~/ 10/15 MarCh 97 SketCh of Site: Owner Initials ~"~'~ SSLP initials Note: Ownm' and SSLP may at SSLP's o~tlon replace this Exhibit wi~h an exhibit setting forth the legal description of me p'~ee/on which me Site is located and/m an as-built dr-awing depicting the Site '[use this Exhibit A for PCS Site Agreement, Memorancium of PCS Si~e AgreemenL Option Agreement and Memorandum of Option Ag~eement.] ClibPDF - www.fastio.com ,, SPg[NT SPECT[{UM EXHIB, IT B Memorandum of PCS Site Agreement Continuation of Ovmer Signatures [To. 6349 P. [1/15 March 97 site~.o. /7' ~',' S.S./Tax No.: S.S./Tax No.: By: By: Its: Its: S.S./Tax No.: By: s.s.rr~x No.: By: L~ S.S./Tax NO.: S.S./Tax No.: Owner IniUals~ SSLP Initials ClibPDF - www.fastio.com ..... c°Ro' CERTIFICATE OF LIABILITY INSURANCE j 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 BEIYVEEN 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 endomed. 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 endomement(s). PRODUCER CONTACT Marsh USA, Inc. NAME: PHONE [ FAX INSURER(S) AFFORDING COVERAGE NAIC # 069021-ALU-CASUA-13~ 14 Instal Steve Sofman 012413 iNSURER A: Zu~ch Amedcan Insurance Company 16535 COVERAGES CERTIFICATE NUMBER: NYC~06573230-01 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 ~NDICATED NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT W1TH 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, EXCLUStONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. A GENERAL UABILITY ~LO 9835775-00 01~1/2013 01~1/2014 EACH OCCURRENCE $ 1,000,0~0 I CLAIMS-MADE [] OCCUR MED EXP (~ly o~e person} $ 10,000 DED I I RETENTION $ $ CERTIFICATE HOLDER CANCELLATION Town of Southold 54375 Route 25 PO Box 1179 Southold, NY 11971 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORtZED REPRESENTATIVE of Mamh USA Inc. Lauren Giagrande © 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD AWS Consulting Engineers, LLC 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 (3) APXVSPP18-C-A20 T-Arms w/ Proposed 130' (6) RRH stabilizer rods (6) Panel Antennas Existing 130' (to be removed) T-Arms 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 Corn-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 38 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, Shraddha Dharia, P.E. New York License # 089516 Expires: 5/3112014 RIRfl DESIGNED APPURTENANCE LOADING TYPE [ELEVATION TYPE ~3oELEVATION MATERIAL STRENGTH 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 TIAJEIA-222-F Standard 3. Tower is also designed for a 74 mph basic wind with 0.75 in ice. 4. TOWER RATING: 75.4% AXIAL 34K 21 K 1811 kip-ft TORQUE 5 kip-ft 74 mph WIND - O, 7500 in lCE AXIAL 27K 24 K 1921 kip-fi TORQUE 4 kip-ft REACTIONS - 85 mph WIND A WS Consulting Engineers. LL(~0~142' tat~Monopole I 8912 Smokey Rd ]Pr~ecl ~YO?XC789 · I Piano TX Ic"ent westchester Sen/ices :Drown bY:SD /~P'd: I 142' tall Monopole 1 of 7 A WS Consulting Engineers. Project Date NY07XC789 00:21:00 12/17/12 LLC 8912 Smokey Rd Piano, TX Client Designed by Phone: Westchester Services SD Tower Input Data 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 or' 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. Tapered Pole sectiOn Geometry Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ~ ~ J~ Sides in in in in (50 ksi) L2 Il 1.83-8] .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) I Tapered Pole PrOperties I Section Tip Dia. Area I r C I/C d It/Q w wit in in-' in~ in in ins in* in2 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 A~ Factor Stitch Bolt Stitch BoB (per face) Ar Spacing Spacing Diagonals Horizontals fi fd in in in tnxTower .e.o 142' tall Monopole 2 of 7 A IFS Consulting Engineers. Project Bate LLC NY07XC789 00:21:00 12/17/12 8912 Smokey Rd Piano, TX Client Designed by Phone: Westchester Services SD Tower Gusset Gusset Gusset Grade Adjust. Factor Adjust. Weight Mult. Double Angle Double Angle Elevation Area Thickness Ar Factor Stitch Bolt Stitch Bolt (per face) Ar Spacing Spacing Diagonals Horizontals // in in in L2 I L3 81.83-41.83 I L4 41.834).00 I 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 plale 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 t'/pe Plain Plate Feed LinelLinear AppUrtenances, Entered As Area Description Face .411ow Componenl Placement Total CMa Weight or Shield Type Number LDF1-50A (I/4 FOAM) C No Inslde Pole 141.83 - 0.00 4 No Ice 0.00 0.06 1/2" Ice 0.00 0.06 I" Ice 0.00 0.06 LDF1-50A ( 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 I" Ice 0.00 0.06 LDFI-50A (I/4 FOAM) C No Inside Pole 72.00 - 0.00 4 No Ice 0.00 0,06 1/2" 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) I/2" Ice 0.00 0,82 1" Ice 0.00 0.82 LDF4RN-50A ([/2 C No Inside Pole 72.00 - 0.00 I No Ice 0,00 0.15 FOAM) I/2" Ice 0,00 0.15 I" Ice 0.00 O. ] 5 LDFS-50A (7/8 FOAM) C No Inside Pole 62.00 - 0.00 I No Ice 0.00 0.33 I/2" lee 0.00 0.33 1" Ice 0.00 0,33 Feed Line/Linear APPurtenances SectiOn Areas ttoc~'ower ~o~ .e.o 142' tall Monopole 3 of 7 ,4 WS Consulting Engineers. Project Data LLC NY07XC789 00:21:00 12/17/12 8912 Smoky Rd Piano, TX Client D~lgned by P~o,~., Westchester Se~ices SD Tower Tower Face A~ Ar CaA~ CnAa Weight Section Elevation In Face Oat Face 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 I I 1.83-81.83 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 0.0O0 0.000 0.000 0.16 L3 81.83~¢ 1.83 A 0.1900 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 LA 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 0.0190 0.25 Tower Tower Face Ice An Ar CaAa CaAA Weight Section Elevation or Thickness In Face Out Face __ /t Le~ in / /? /? f~ 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 Feed LineCenter of PressUre Section Elevation CPx CPz CPx CPz Ice Ice ............... fi in i. in in LI 141.83- I 11.83 0.0000 0.0000 0.0000 0.0000 L2 I 11.83-81.83 0.0000 0.0000 0.0000 0.0000 L3 81.83-41.83 0.0000 0.0000 0.0000 0.0000 LA 41.83-0.00 0.0000 0.0000 0.0000 0.0000 I DiScrete TOwer Loads [ 142' tall Monopole 4 of 7 A WS Consulting Engineers. Project Date LLC NY07XC789 00:21:00 12/17/12 8912 Smokey Rd Plano, TX Client Designed by Phone: Westchester Services SD Description Face Offset Offsets: Azimuth Placement CAAA C~AA Weight or Type Hot~ Adjustment Front Side Leg Lateral Vert ft ft f? ft: K Side ann 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 l"lce 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 I/2" Ice 4.91 4.91 0.09 0.00 l"Ice 7.10 7.10 0.13 Side arm C From Face 2.00 0.00OO 141.00 No Ice 2.72 2.72 0.05 0.00 I/2" Ice 4.91 4,91 0.09 0.00 1" Ice 7.10 7.10 0.13 Side ami A From Face 2,00 0.0000 141.00 No Ice 2.72 2.72 0.05 0.00 1/2" lee 4.91 4.91 0.09 0.00 l"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 I" Ice 5.03 5.03 O. I 0 Omni B From Face 4.00 0.0000 141.00 No Ice 3.00 3.00 0.05 0,00 I/2" Ice 4.03 4.03 0.07 5.00 I" 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 I/2" Ice 4.03 4.03 0.07 5.00 I" 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 I/2" Ice 4.03 4.03 0.07 0.00 1" Ice 5.03 5.03 0,10 APXVSPP1842-A20 A From Face 4,00 0.0000 130.00 No Ice 8,26 5.28 0.06 0.00 I/2" Ice 8,81 5.74 0,11 0.00 I" Ice 9.36 6.20 0.16 APXVSPPIS-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 I" Ice 9.36 6.20 0.16 APXVSPPIS-C-A20 C From Face 4.00 0,0000 130,00 Nolce 8.26 5.28 0.06 0.00 1/2" lee 8.81 5.74 0. Il 0.00 l" Ice 9.36 6.20 0.16 (2) RRH A From Face 4,00 O.0000 130.00 No Ice 2.24 1,29 0.09 0.OO I/2" Ice 2.45 1.46 0.10 0.00 I" Ice 2.66 1.63 0.12 (2) RRH B From Face 4~00 0.0000 130.00 No Ice 2.24 L29 0.09 0.00 1/2" Ice 2.45 1.46 0A0 0.00 I" 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 I/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 I/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 I/2" Ice 6.07 4.58 0.08 0.00 l"lce 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 I" Ice 17.40 17.40 0.45 T-Ams B From Leg 2.00 0.00OO 130,00 No Ice 9.00 9.00 0.25 0.00 I/2" Ice 13.20 13.20 0.35 0.00 I" Ice 17.40 17.40 0.45 142' tall Monopole 5 of 7 A WS Consulting Engineers. Project Date LLC NYO?XC789 00:21:00 12/17/12 8912 Smokey Rd Piano, TX Client Designed by Phone: Westchester Services SD Description Face Offset Offsets: Azimuth Placement Calla CMa Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ft ft~ ft2 K ft T-Arms C From Leg 2.00 0.0000 130.00 No Ice 9.00 9.00 0.25 0.00 I/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 I/2" Ice 4.91 4.91 0.09 0.00 l"Icc 7.10 7.10 0.13 Side arm A From Face 2.00 0.00OO 92.00 No Ice 2.72 2.72 0.05 0.00 I/2" lee 4.91 4.91 0.09 0.00 ["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 I" 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 I" lee 5.03 5.03 O.lO 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 I"lce 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 I/2" lee 4.9] 4.91 0.09 0.00 l"Ice 7.10 7.10 0.13 Side ami C From Face 2.00 0.00OO 72.00 No Ice 2.72 2.72 0.05 0.00 l/2" Ice 4.91 4.91 0.09 0.00 I" 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 I/2" Ice 4.91 4.91 0.09 0.O0 1" Ice 7.10 7.10 0.13 Omni A From Face 4.00 0.00OO 72.00 No Ice 3.00 3,00 0,05 0.00 I/2" Ice 4.03 4.03 0.07 5.00 1" Ice 5,03 5.03 O. I 0 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 I" Ice 5,03 5,03 O.lO Omni C From Face 4,00 0.0000 72.00 No Ice 3.00 3.00 0.05 O.OO I/2" Ice 4.03 4.03 0.07 5.00 I"lce 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 I/2" Ice 4.03 4.03 0.07 5.00 I" Ice 5.03 5.03 O. 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 I" 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 amenna A From Face 0,50 0.0000 62.00 No Ice 3.00 3.00 0.05 0,00 1/2" lee 4.03 4.03 0.07 0.00 1" Ice 5.03 5.03 0.10 BaSe Plate Desitin Data ~TO~t~r Job Page 142' tall Monopole 6 of 7 Project Dete A WS Consulting Engineers. NYO7XC789 00:21:00 12/17/12 LLC 8912 Smokey Rd Piano, TX Client Designed by Phone: Westchester Services SD Plate Number Anchor Bolt Actual Actual Actual Actual Controlling Critical Thickness of Anchor Size Allowable Allowable ABowable ABowable Condition Ratio Bolts Ratio Ratio Ratio Ratio Bolt Concrete Plate Stiffener Tension Stress Stress Stress K ksi PSi PSi :~'~g~f ..... ~ ~i~ ~-00 g~:)~ ...... I-~l-b~ ....... ~;/~'1'~ ~- ............... ~ ;~t¢ 1.01 2.100 27.000 0.45 0.53 I ComPresSion CheCks I I Pole Design Data I Section Elevation Size L L. Kilt Fo A Actual Allow. Ratio No. P Po P ft fi ft PSi in: K K Po LI 141.83 - I 11.83 TP27xI9x0.25 30.00 0.00 0.0 30.000 21.5338 -6.06 646.01 0.009 0) L2 111.83 - 81,83 TP35x27x0.3125 30.00 0.00 0.0 30.000 34.9043 -10.65 1047.13 0.010 (2) E3 81.83- 41.83 (3) TP45.6667x35xO.375 40,00 0.00 0.0 30.000 54.6897 -14.72 1640.69 0.009 L4 41,83-0 (4) TP56.8213x45.6667xO.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 ft kip-ft kM PSi F~ kip-ft PSi Psi F~ LI 141.83 - TP27x 19x0.25 154.17 -13.156 30.000 0.439 0.00 0.000 30.000 0.000 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 TP45.6667x35x0.375 1049.33 -20.801 30.000 0.693 0.00 0.000 30.000 0.000 (3) IA 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 DeSign Data Section Elevation Size Ratio Ratio Ratio Comb. Allow. Criteria No. p f~ fa, Stress Stress fi P~ F~ F~,. Ratio Ratio LI 141.83- TP27x19x0.25 0.009 0.439 0.000 0.448 1.333 HI-3 b~ L2 111.83 - 81.83 TP35x27x0.3125 0.010 0.593 0.000 0.603 1.333 HI-3 ~ (2) I,/ L3 81.83-41.83 TP45.6667x35x0.375 0.009 0.693 0.000 0.702 1.333 HI-3 ~ tllxTower Peoo 142' t~l~ Monopol~ 7 of 7 Project Date .4 WS Consulting Engineers. NY07X¢789 00:21:00 12/17/12 LLC 8912 Smokey Rd Piano, TX Client Designed by Phone: Westchester Services SD Section Elevation Size Ratio Ratio Ratio Comb. Allow. Criteria No. P fL f~v Stress Stress ft P. F~ F~r Ratio Ratio (3) i,~ tA 41.83-0(4) TP56.8213x45.6667x0.5 0.010 0.616 0.000 0.626 1.333 HI-3 ~ I Section Capacity Table I Section Elevation Component Size Critical P SF*Po/to~ % Pass Element K K Capacity Fail .No~ ............. ~ Typ~ LI 141.83 - I I 1.83 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 lA 41.83 -0 Pole TP56.8213x45.6667x0.5 4 -26.80 3626.19 47.0 Pass Surama~ 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.efi 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 (3) APXVSPP18-C-A20 T-Arms w/ Proposed 130' (6) RRH stabilizer rods (6) Panel Antennas Existing 130' (to be removed) T-Arms 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 1211012012 · 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: Pole Shaft 33.6 Pass 141.83- 111.83 111.83 - 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, Shraddha Dharia, P.E. New York License # 089516 Expires: 5/31/2014 DESIGNED APPURTENANCE LOADING ELEVATION~ TYPE ~I~ELEVATION i2) Ex'sting ~,,n~t ~ ~ pir~xt i' .~de Mount mndoff ( 1 ) 72 MATERIAL STRENGTH TOWER DESIGN NOTES AXIAL 34 K SHE~i~ MOMENT 21 K 1811 kip-fl TORQUE 5 kip-fi 74 mph WIND - O. 7500 in ICE AXIAL 27K 24 K 1921 kip-fi TORQUE 4 kil.~ft REACTIONS - 85 mph WIND Consulting Engineers. LL~: 142' tall Monopole 8912 Smokey Rd [,,,,~r~.!!NYOiXCTag.i~~NYOIxcTa9 , -' n TX ic~:~t~est~Semi~s [~,bY:SD [~d I Fla O, ~: TI~F - :~:121171i2 Totwr Job 142' tall Page Monopole 1 of 7 Consulting Engineers. Project Date LLC NY07XC789 00:21:00 12/17/12 8912 Smokey Rd Plane, TX Client Designed by Phone: Westchester Services SD Tower Input Data I There is a pole section. This tower is designed using the TIA/ElA-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 peri 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. Tapered pOle section Geometry Section Elevation Section Splice Number Top Bottom WaB Bend Pole Grade Length Length of Diameter Diameter Thickness Radius LI 141.83-111.83 30.00 0.00 12 19.0000 27.0000 0.2500 1.0000 L2 I I 1.83-81,83 30.00 0,00 12 27.0000 35.0000 0.3125 1.2500 L3 81.8341.83 40.00 0.00 12 35.0000 45.6667 0.3750 1.5000 A572-50 (50 ksi) A572-50 (50 ksi) A572-50 (50 ksi) L4 41.83-0.00 41.83 12 45.6667 56.8213 0.5000 2.0000 A572-50 (50 ksi) I Tapered Pole prOperties : ] Section Tip Dia. Area I r C I/C d lt/Q w w/t 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 L4 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 Muir. Double Angle Double Angle Elevation Area Thickness Ar Factor Stitch Bolt Stitch Bolt (per face) A~ Spacing Spacing -- ft fl~ in in in l~Tower Jo~ P,ge 142' tall Monopole 2 of 7 Project Date A WS Consulting Engineers. NY07XC789 00:21:00 12/17/12 LLC 8912 Smokey Rd Piano, TX Client Designed by Phone: Westchester Services SD Tower Gusset Gusset Gusset Grade Adjust. Factor Adjust. Weight Muh. Double Angle Double Angle Elevation Area Thickness A£ Factor Stitch Bolt Stitch Boll (Fer face) Ar Spacing Spacing Diagonals Horizontals L2 L4 41.83-0.00 Monopole 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 Embedmenl length 72.0000 in f~ 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 LinelLinear Appurtenances , Entered AS Area or ShieM Type ~ LDF1-50A (I/4 FOAM) C No Inside Pole LDF 1-50A ( 1/4 FOAM) C No Inside Pole LDF1-50A (1/4 FOAM) C No Inside Pole LDF7-50A (1-5/8 C No Inside Pole FOAM) LDF4RN-50A (1/2 C No Inside Pole FOAM) LDF5-50A (7/8 FOAM) C No Inside Pole Placement Total CaAa Weight Number ? ,?/? t,ff 141,83 - 0.00 4 Nolce 0,00 0.06 I/2" Ice 0.00 0.06 1" Ice 0.00 0.06 92.00 - 0,00 2 No Ice 0,00 0.06 1/2" Ice 0.00 0.06 I" Ice 0.00 0.06 72.00 - 0,00 4 No Ice 0.00 0.06 1/2" Ice 0.00 0.06 I" Ice 0.00 0.06 130.00 - 0.00 6 No Ice 0.00 0,82 I/2" Ice 0.00 0.82 1" Ice 0.00 0.82 72.00 - 0.00 I No Ice 0.00 0,15 1/2" lee 0.00 0.15 62.00 - 0.00 I No Ice 0,00 0.33 1/2" Ice 0.00 0.33 I" Ice 0.00 0.33 Feed Line/Linear Appurtenances Section Areas 142' tall Monopole 3 of 7 Project [}ate A WS Consulting Engineers. NY07XC789 00:21:00 12/17/12 LLC 8912 Smokey Rd Piano, TX Client Designed by Phone: Westchester Services SD Tower Tower Face AR Ar C~A~ CaAa Weight Section Elevation In Face Out Face u m.8~-,n.83 A o.~ o.o~ o.000 0.~o o.~ L2 I 11.83-81.83 L4 41.83-0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.10 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.l 6 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 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/Linear APpUrtenances SeCtion Areas :With Ice I Tower Tower Face Ice AR Ar CaA] CaAa Weight Section Elevation or Thickness In Face Out Face L~ 14~.83-m83 ^ 0.750 o.ooo o.ooo o.~o o.~o o.~ Feed Line Center of Pressure Section Elevation CPx CPz CPx CPz Ice Ice LI 141.83-111.83 0.0000 0.0000 0.0000 0.0000 L2 I I 1.83-81.83 0.0000 0.0000 0.0000 0.0000 L3 81.8341.83 0.0000 0.01900 0,0000 0.0000 LA 41.83-0.00 0.0000 0.0000 0.0000 0.0000 I Discrete TOWer LOadS I Eji~C ~r~ow~ Job Page 142' tall Monopole ~ o~ 7 Proj~ Date A ~S Consulting Engineers. NY07XC789 00:21:00 12/17/12 LLC 8912 Smokey Rd Piano, TX Client D~lgned by Phone: Westchester Se~ices SD fi fi fl: fd K lnxTow~r Jo~ Page 142' tall Monopole 5 of 7 A t~FS Consulting Engineers. Project Date LLC NY07XC789 00:21:00 ~ 21~ 71~ 2 8912 Smokey Rd Plano, TX Client D~lgned by Phone; Westchester Se~ices SD I Base Plate Design Data I tnxTower Page 142' tall Monopole 6 of 7 Project Date A WS Consulting Engineers. NY07XC789 00:21:00 12/17/12 LLC 8912 Smokey Rd P/aha. TX Client Designed by Pbone: Westchester Services SD FAX 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 5:~52~ ~/i ...... 5:5~- gi~:~ ............ i':'ib~ 55:'i5C - Plate I.Ol 2,100 27.000 ~ 131.21 0.45 0.53 ].ol CompressiOn Checks POle DeSign Data Section Elevation Size L L. Kl/r Fo A Actual Allow. Ratio No, P Po P ft fi ft kM in2 K K Pa LI 141.83 - 111,83 TP27x 19x0,25 30.00 0.00 0.0 30.000 21.5338 -6.06 646.01 0.009 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) TP45.6667x35x0.375 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 I Pome Bending Design Data I Section Elevation Size Actual Actual Allow. Ratio Actual Actual Allow. Ratio LI 141.83 - TP27x 19x0.25 154.17 -13.156 30.000 0.439 0.00 0.000 30.000 0.000 L2 I I 1.83 - 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 TP45.6667x35x0.375 1049.33 -20.801 30.000 0.693 0.130 0.000 30.000 0.000 (3) [.4 41.83 -0 (4) TP56.8213x45.6667x0.5 1921.26 -18.483 30.000 0.616 0,00 0.000 30.000 0.O00 Pole Interaction Design Data Section Elevation Size Ratio Ratio Ratio Comb. Allow. Criteria NO. p f~ f~ Stress Stress fi Po F~ F~ Ratio Ratio LI 141.83- TP27x 19x0.25 0.009 0,439 0.000 0.448 1.333 HI-3 I 11.83 (1) L2 111.83-81.83 TP35x27x0.3125 0.010 0.593 0,000 0,603 1.333 HI-3 (2) L3 81.83-41.83 TP45.6667x35x0,375 0.009 0.693 0.000 0.702 1.333 HI-3 tttxTower 142' tall Monopole 7 of 7 A tVS Consulting Engineers. Project Date LLC NY07XC789 00:21:00 12/17/12 8912 Smokey Rd Plane, TX Client Designed by Phone: Westchester Services SD Section Size Ratio Ratio Ratio No. e f~ f** Elevation Comb. Allow. Criteria Slress SIress fi P~ F~ F~. Ratio Ratio (3) ~/ LA 41.83- 0 (4) TP56.8213x45.6667x0.5 0.010 0.616 0.000 0.626 1.333 HI-3 ~ [ Section Capacity Table I Section Elevation Component Size Critical P SF*Potto. % Pass ft Type Element K K Capacity Fail No, LI 141.83 - I 11.83 Pole TP27x19x0.25 I -6.06 861.14 33.6 Pass L2 I I 1.83 - 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 LA 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/shmddha/Documents/Weslchester Services LLC/AWS 05085 NY07XC789 600/NY07XC789.eri so'u¢ oz9 $CTM # 1000 - 75 - 5 - 14.t AREA ' I~$71 SQ FT 1~ ACRES 0 100' /v s,ue.¥~:; o¢ '~o~,.o~' so~¢¢oz9 ,~'ow& o,~ $CTM # 1000 - 75 - 5 - 14.1 A,~E,A - ~4~,71 SQ FT t2.27 ACRES 0 100' ~OAD SURVEYED: OCTOBER 30,2~03 JOHN GALLACHER LAI~ID SURVEYOR ~ FI.OREtlGE DRfl~E MANORVlLLE. N.Y. ( 631 ) 874 -. ~400 AREA" ~a4~,71 8Q FT t2..27 ~,CRF$ 0 100' 256,0~r '~'~' SURVEYED: OCTOBER S"- AVIE: -'CO C C' 1 _ -. I A cate Lu, cent i '- i [= I R 7 I TEL: (908) -582-8500 I JOHN M. BANKS J 604 FOX GLEN J BARRINGTON, IL 60010 J TELEPHONE: 847-277-0070 J FAX : 847-277-0080 S'--.- A ) ) : t:.SS.. 4,- 405 .':OI. i---_- 25 --CO C 5' 11958 ~ I604 FOX GLEN J BARRINGTON, IL 60010 J TELEPHONE: 847-277-0070 J FAX : 847-277-0080 AE@westchesterservices.com SITE INFORMATION DRIVING DIRECTIONS FROM NEAREST MAJOR AIRPORT APPLICABLE CODES DRAWING INDEX FROM JFK INTERNATIONAL AIRPORT, HEAD NORTHEAST, SLIGHT LEFT TOWARD JFK EXPRESSWAY, SITE ADDRESS: MERGE ONTO JFK EXPRESSWAY, KEEP LEFT AT THE FORK, FOLLOW SIGNS FOR BELT PKWY SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND SHEET NO: SHEET TITLE 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 11958 SOUTHERN STATE PKWY HECKSCHER SPUR, 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 SERVICE ED. 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 COUTNY RD 51/OLD A-2 EQUIPMENT ROOM DETAILS TOWN OF SOUTHOLD RIVERHEAD RD/RIVERHEAD RD, ONTINUE TO FOLLOW COUNTY RD. 31/OLD RIVEHEAD RD, CONTINUE BUILDING CODE: ONTO COUNTY RD 104/QUOGUE RIVERHEAD RD, KEEP RIGHT AT THE FORK TURN RIGHT ONTO 2010 BUILDING CODE OF NYS, AS ADOPTED BY THE STATE OF NEW YORK A-3A_4 ANTENNATOWER ELEVATIONLAY. OUT " I 0 12.14.12~ FINAL CD 53095 MAIN ROAD, SOUTHOLD, NY 11971 MAIN RD, TURN LEFT, DESTINATION WILL BE ON THE LEFT ELECTRICAL CODE: I (631) 765-1800 NEC 2010, AS ADOPTED BY THE STATE OF NEW YORK A-5 EQUIPMENT DETAILS INO.I DATE DESCRIPTION NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70-2010, NATIONAL ELECTRICAL A-6 RFDS & BiLL OF MATERIALS I ' ZONING JURISDICTION: LOCATION MAP CODE AS ADOPTED BY STATE OF NEW YORK A-7 ELECTRIC PLAN & NOTES & WIRING SCHEMATIC ! DRAWN BY: JS 1 NEPA 780-2008 LIGHTNING PROTECTION CODE A-9 GROUNDING DETAILS CHECKED BY: JMB POWER COMPANY: GN-1 GENERAL NOTES I JOB NUMBER: NYO7XC789 LONG ISLAND POWER AUTHORITY SUBCONTRACTOR'S WORK SHALL COMPLY WITH LATEST EDITION OF THE FOLLOWING (800) 4-90-0025 STANDARDS. AMERICAN CONCRETE INSTITUTE (ACl) 318, BUILDING CODE REQUIREMENTS FOR F-1 FIBER SITE PLAN 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: TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS COUNTY: SUFFOLK INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81 GUIDE FOR MEASURING EARTH RESISTIVELY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND TAX MAP DESIGNATION: SYSTEM DISTRICT: 1000 IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF SECTION: 15 ELECTRONIC EQUIPMENT. BLOCK: 05 LOT: 14.1 PROJECT DESCRIPTION ISEAL I LATITUDE (NAD83): 4-1' 2' 26.g982" N REMOVE (6)EXISTING SPRINT ANTENNAS AND REPLACE WITH (3)NEW SPRINT ANTENNAS /NYO7XC789 4.1.040833 WITH (6) NEW SPRINT RRHS REMOVE (1) EXISTING SPRINT BTS CABINET AND (1) EXISTING / SPRINT POWER CABINET AND REPLACE WITH (1) NEW SPRINT BTS CABINET AND (1) NEW LONGITUDE _(_NADS3~: SPRINT BATTERY CABINET INSIDE EQUIPMENT ROOM IN BASEMENT. REMOVE (1) EXISTING SPRINT CPS UNIT AND REPLACE WITH (1) NEW SPRINT CPS UNIT ON EXISTING PIPE / PECONIC POLICE DEPT -72' 27' 20.9982" w MOUNT.J ' -72.455833 DIG SAFE NUMBER / 4-14-05 ROUTE 25 ~. PROFESSIONAL LICENSE j PECONIC, NY 11958 D ,, · Call Before You Dig · · Wait The Required Time PREPARED BY ,~, )'/~'LI~-~Y DIRECT SUPERVISION ew ror ( · Confirm Utility Response UNDERAND THATTH :~ ~'{'~J~/~ ~ ;]~HE~Y~-:~I 3TERED.~ ~,TE OF ARCHITECTNEw YORK / TITLE SHEET · Respect the Marks [.\ ~ ~ /_~ 8001962-7962 I Dig With Care /,~X~.~ g ~ ~ -~/',.~9~// J SHE. E~.iN~MBER www. DigSafelyNewYork .org EXPIR:E~(~- 1~~' SIGNED: / S ' / 1 INTERNATIONAL BLVD., SUITE 800 MAHWAH, Nd 074-95 TEL: (201) 684-4-000 FAX: (201) 884-4223 / SPRINT TO ROD &: DRAGLINE EXISTING 2" AlcateI.Lucen / SPRINT CONDUIT IN CEILING FROM 600-700 MOUNTAIN AVE / MEETPOINT TO NEW CABLEVISION AAV MURRAY HILL, NJ 07974-  / EQUIPMENT INSIDE EXISTING SPRINT PPG TEL: (908)-582-8500 / TELCO COMPARTMENT. CABLEVISION TO × JOHN M. BANKS / RUN FIBER THROUGH EXISTING 2" CONDUIT ////////'/////~/////'///'///'//////'/'//// / (APPROX. 25Fr) ARCHITECT NEW AAV EQUIPMENT MOUNTED ~/~/ ~ / 604 FOX GLEN ON NEW PLYWOOD BACKBOARD IN / / BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 EXISTING SPRINT PPG TELCO SIDE / / FAX: 847-277-0080 / // NEW CABLEVISION INSTALLED ~W //"k~ i INNERDUCT (MEET POINT) ..:~ SERVIcEsESTCHESTERLLc / / 604- FOX GLEN d BARRINGTON, IL 60010 / J -- --- / TELEPHONE: 847-277-0070 / % / APPROXIMATE LOCATION OF FAX: 84-7-277-0080 ////'~' %~~/¢/// NEwROOMEXISTINGcABiN SPRINTETsIN SPRINTBAsEMENTEQuiPMENTEQUIPMENTw/(2) AE©westchesterservices.com PROVIDE (1) NEW SPRINT 1/2" CONDUIT /J "' W/(3) #12 AWG FROM NEW SPRINT ETS// n-~ %BATT~ ~1~}~'~%,,~ // ° %CAB.%~, ,"~CABN % / CABINETNEw DC TOpowERNEW ANDAAV EQUIPMENTNEw SPRINTFOR¢/ ~- u~ , x x POLICE STORAGE / (1) /- uJ & DESK / 012.14.12FINAL CD 3/4" CONDUIT FROM NEW AAV EQUIPMENT /. -° J / TO NEW SPRINT ETS CABINET FOR FIBER / o NO,BATE DESCRIPTION ~ q / J~ ~ DP~WN BY: dS WITH PULL ROPE.(APPROX. +20')/['~ / Z ~ CHECKED BY: JMB / EXISTNG / ~ Z EXISTING BUILDING %~ / I I POLICERADiO // ~ 0~.. JOB NUMBER: NYO7XC789 / 77-- (1) SPRINT CPS UNIT TO ~' NEw .. AO .,.,IT METER (1) EXISTING SPRINT CPS ~ ~C~_ REPLACE UNIT AT AOL ON MONOPOLE ~ ' × EXISTINGLOCATEDu UNDERGROUND(6) +62'-0" (6) EXISTING SPRINT COAX MONOPOLE / ~ X ~o° D 0~ TO bob " ' ~ "':':'~9F~¢~'"~ CABLES IN , . , PVC CONDUITS ~- "' "~ ~"~---- [ \ __~ REMOVED AND REPLACED " ' ' ' ' '" ~ . ' EXISTING 142 - :) . , - ."" ,.- SEAL 3 ×WITH NEW 1- " SPRINT HYBRIFLEX CABLES. ' ':' "'" NYO7XC789 '~ ,,, ' '" ~, .~ ,. ,, . PECONIC POLICE DEPT ., · ,, , , ., ', ' ' 41405 ROUTE 25 ~' ' ' ', ' ~' PECONIC, NY 11958 -- EXISTING . . , .." .~ ~.. . BRIDGE " ~ SHEET TITLE ' ' ,' PARTIAL SITE PLAN NORTH GRAPHIC SCALE: SHEET NUMBER EXISTING TELCO --/ ~ xx. TEL: (201) 684-4-000 FAX: (201) 684-422,3 BOARD POUCE STORAGE EXISTING COAX -----/'/~/ JAlcatel. Lucent PORT (3) ONLY / EXISTING / 6oo-?oo MOUNTAIN AVE ~ ~URRAY HILL, NJ 07974 PWR. (2) EXISTING SPRINT ~ z~uP~ZN~ ~A~N~S ~0 ~ ~ ZX~S~N~ POUCZ ~ S~m,N~ Z~U,~ZN~ ~OHN M. BANK~ BE REMOVED ~ EXISTING EXISTIN~ RADIO / Poucz = ~~ moo~ ~,~N AR~HITEOT ~ BTS EXISTING POLICE 604 FOX GLEN RADIO ~ ~ OO~P. ~ EQUIPMENT RO0~. ~ BARRINGTON, IL 60010 ~ DRAWN BY: ~ CHEOKED BY: J~B ~ ~OB NUMBER: NYO7XC789 / AROHITEOT: dOHN BA~KS YO7XC789 I 41405 ~0~1~ 25 SHEET TITLE E~UIP~ENT /~oo~ DETAILS/ SHE~ NUMBER / A-2 ////////////////'////// POLICE STORAGE / EXISTING / / ~ PWR. CAB' / TO / ~ EXISTINC- POLICE / / EXISTING / POLICE -- EXISTING RADIO -- ETS / / RADIO -/~- -- COMP. /// / / / / / / / POLICE STORAGE & DESK / / / 6' // / ~ ////////////// ///// TELEPHONE: 847-277-0070 / / FAX : 847-277-0080 (6) EXISTING SPRINT / COAX CABLES TO BE REMOVED / /IrI~I~IF'IJWESTCHESTER ~ / ~ SERVICES LLC / POLICE STORAGE & DESK / 604 FOX GLEN BARRINGTON, IL 60010 /~~- ~ / telePhONE: 647-2??-0070 FAX : 64.7-277-0080 / / AE@westchesterservices.com C,EXISTING EQUIPMENT ROOM .O,T. GRAPHIC SCALE: 5/ 0'1' 3' 6' S~E: I ~ ////////////// '///// EX~ST~NG POUCE EQUIPMENT FINAL CD DESCRIPTION NEW AAV EQUIPMENT MOUNTED ON NEW PLYWOOD EXISTING COAX BACKBOARD IN EXISTING SPRINT PPC TgLCO SIDE SPRINT TO ROD &: DRAGUNE EXISTING 2" SPRINT NEW SPRINT dUNCTION / ~ CONDUIT IN CEILING FROM MEETPOINT TO NEW BOX % POLICE STORAGE ~ //I> CABLEVISION AAV EQUIPMENT INSIDE EXISTING SPRINT PPC TELCO COMPARTMENT. CABLEVISION TO RUN FIBER (3) NEW SPRINT 1-1/4" ~/~ / I THROUGH EXISTING 2" CONDUIT HYBRIFLEX CABLES ~,%~/NE:~'/~W / / /I (APPROX. 25Fr) (2) NEW SPRINT 1-1/2"--~ I QUIDTITE FLEXIBLE CON UITS POWER, 1 FIBER) NEW . SPRINT EQUIPMENT ROOM WITHIN EXISTING POLICE // BTSA/ / EQUIPMENT ROOM. (1) NEW SPRINT BAKERY CABINET & (1) NEW SPRINT ETS CABINET ON EXISTING EQUIPMENT FRAME / I k PROVIDE (1) NEW SPRINT 1/2" CONDUIT W/(5) #12 / AWG FROM NEW SPRINT ETS CABINET TO NEW AAV I EQUIPMENT FOR NEW DC POWER AND (1) NEW SPRINT I' / 5/4" CONDUIT FROM NEW AAV EQUIPMENT TO NEW I / SPRINT BTS CABINET FOR FIBER WITH PULL ROPE. / POLICE STORAGE & DESKI (APPROX. +20') --/~'1///// NEW CABLEVISION INSTALLED INNERDUCT (MEET POINT) GRAPHIC SCALE: NORTH t PROPOSED EQUIPMENT ROOM o' 1' 5' 6'l X POLICE STORAGE ITS / ~ NEW . / POLICE STORAGE & DESK 0 Z 0 I'-- Z 0 EL I'-- (./3 Z Z L~ Z n~ p- EXISTING CARRIER ANTENNAS TO REMAIN (TYP.) (2) EXISTING SPRINT ANTENNAS TO BE REMOVED AND REPLACE WITH (1) NEW SPRINT ANTENNA ON NEW 5" SCHED. 4-0 RGS PIPE WITH (2) NEW RRHS MOUNTED TO T-ARM STIFFENERS. (TYP. OF 5 SECTORS) EXISTING CARRIER ANTENNAS TO REMAIN (TYP.) EXISTING 142'-0" MONOPOLE TOWER REMOVE (6) EXISTING SPRINT COAX CABLES RUN UP INSIDE OF MONOPOLE TO BE REMOVED AND REPLACED WITH (.3) 1-1/4-" HYBRIFLEX CABLES (1) EXISTING SPRINT GPS UNIT TO BE REMOVED AND REPLACED W/(l) NEW SPRINT GPS UNIT ON EXISTING PIPE MOUNT. _1 I EXISTING BUILDING WITH SPRINT EQUIPMENT INSIDE STORAGE ROOM IN BASEMENT W/(2) NEW SPRINT EQUIPMENT CAB I N ETS SOUTH TOWER ELEVATION GRAPHIC SCALE: O' 5' 10' 20' Sprint INTERNATIONAL BLVD., SUITE 600 MAHWAH, NJ 07495 TEL: (201) 684-4000 FAX: (201) 684-4225 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 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX : 847-277-0080 AE@westchesterservices.com 12.14.12 FINAL CD DATE DESCRIPTION DRAWN BY: JS CHECKED BY: JMB JOB NUMBER: NYO7XC789 ARCHITECT: JOHN BANKS SEAL NY07XC789 PECONIC POLICE DEPT. 41405 ROUTE 25 PECONIC, NY 11958 SHEET TITLE TOWER ELEVATION SHEET NUMBER A-3 S' nn : 1 INTERNATIONAL BLVD., SUITE BO0 MAHWAH, NJ 07495 TEL: (201) 684-4000 FAX: (201) 684-4225 MURRAY HILL, NJ 07974 TEL: (908) -582-8500 JOHN M, BANKS ,~/.,v' ARCHITECT 4~-- 604 ~0× GLEN 8ARRINGTON, IL 60010 ~,,~0<~ / (1) EXISTING SPRINT TELEPHONE: 847-277-0070 /,.""/O'~.(b / PIPE MOUNT TO REMAIN FAX: 847-277-0060 TYP. OF 3'''~' ~,z "' SECTORS) IJ'~ SERVICES LLC 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX : 847-277-0080 ,,/// ''''' 0 12.14.12 FINAL CD NO. DATE DESCRIPTION DRAWN BY: JS CHECKED BY: JMB JOB NUMBER: NYOTXC789 ARCHITECT: JOHN BANKS (2) EXISTING SPRINT ~'"" ~ ~--4 ¢1~7::::j © I~ ~ ANTENNAS TO BE REMOVED _, (TYP. OF 3 SECTORS). ~ 7u ¢ [~ SEAL NY07XC789 PECO~IC POLICE 4'1405 ROUTE 25 PECONIC, NY 11958 SHEET TITLE GRAPHIC SCALE: NORm ANTENNA LAYO UT EXISTING ANTENNA PLAN ~I o'__~' ;' SCALE:: SHEET NUMBER 26O --(2) EXISTING SPRINT PIPE MOUNTS TO REMAIN (TYP. OF 3 SECTORS) (2) NEW SPRINT RRHS MOUNTED TO T-ARM STIFFENER (TYP. OF 3 SECTORS) PROVIDE NEW STABILIZER BAR TO BE MECHANICALLY FASTEN E D (TYP. OF 5 SECTORS) (1) NEW SPRINT ANTENNA ON 3" SCHED. ~-0 RGS PIPE MOUNT (TYP. OF 5 SECTORS) NORTH GRAPHIC SCALE: O' 1' 3' 6' Sprint 1 INTERNATIONAL BLVD., SUITE 800 MAHWAH, NJ 07495 TEL: (201) 684-4000 FAX: (201) 684-4223 Alcatel. LucentO 600-700 MOUNTAIN AVE MURRAY HILL, NJ 07974- TEL: (908) -582-8500 JOHN M. BANKS ARCHITECT 604- FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 84-7-277-0070 FAX : 84-7-277-0080 604- FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 84-7-277-0070 FAX : 84-7-277-0080 AE@wes[chesterservices.com 0 12.14.1; FINAL CD NO. DATE DESCRIPTION DRAWN BY: JS CHECKED BY: JMB JOB NUMBER: NYO7XC789 ARCHITECT: JOHN BANKS SEAL NY07XC789 PECONIC POLICE DEPT. ~-1405 ROUTE 25 PECONIC, NY 11958 SHEET TITLE ANTENNA LAYOUT SHEET NUMBER A-4.1 (2) NEW 5'-0" LONG, 3" %.. ~ J ~ · __ = q- r nl: "'- RFS ANTENNA APXVSPP18-G-A20 .. DIMENSIONS, HxWxD: (72"xl 1.B"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 = i ~ 3" SCH. 40 RGS PIPE. ;4~ (4) NEW 1/2" "----~= ALL-THREAD BOLTS ~. t ,~ , ,~ i~ · [ ~==~=,=~] [~ :( 0 600-700 MOUNTAIN AVE ~=:=~ ] MURRAY HILL, NJ 07974 (1) PROPOSED 1900 MHz-- ~==~ ~_z=~, ~=~Tj EZBFi INDOOR ~ Tel: (908) -582-8500 RRH MOUNTED ON NEW ~=~ ~ i-: ¢ i~.' I 3" SCH. 40 RGS PIPE. /~[ / BATTERY CABINET 7,, '-~ --'a'm~ ~/ JOHN M. BANKS II_ 0 EXISTING SQUARE TUBE // OVERALL ARCHITECT · I - STEEL STIFFENER ARM 11.8" HEIGHT: 72.5" 604 FOX GLEN  BARRINGTON, IL 60010 = = (2) NEW 'ANDREW' #MTC3055PM3 Wl DTH: 23.6" TELEPHONE: 847-277-0070 CROSSOVER PIPE MOUNTS -- 800/1900 MHz (TYP OF ALL SECTORS'~ DEPTH: 21.4"I FAX: 847-277-0080 ~TENNA' SPECIFICATIONS ' t~ WEIGHT: 2450 LBS. ~~ ~WESTCHESTER { A-5 SCALE. N.T.S. ~ SCALE: N.T.S. ~ SERVICES tLC 604 FOX GLEN BARRINGTON, IL 60010  TELEPHONE: 847-277-0070 ~PROPOSED BATTERY CABINET DETAIL FAX: 847-277-0080 --~i ~ TYPE:/~L-~ 1900 MHz 4x45W~ HEIGHT:TYPE: 800 MHz 2xSOW19.4. SCALE: N.T.S. AE@westchesterservices.com ': MODEL #: FD-RRH-2x50-800 MODEL #: RRH 1900 4X45 65MHz ~,r-"-m,._ k HEIGHT: 25.0" _ _ ': ]---- WIDTH: lO.T' '-[]I)]]111]~]I]1]~- WIDTH: 12.9" ? DEPTH: lO.T' PLAN DEPTH: 11.1" ~ ~; _ 1.mmmmm~_ WEIGHT: +60 LBS ]NOTE: STRUCTURAL DETAIL BASED ON i WEIGHT: 4-68 LBS. i PASSING STRUCTURAL ANALYSIS BY W "AWS CONSULTING ENGINEERS LLC" -- -- D PLAN ~,~ -,- SHRADDHA DHARIA LIC. # 089516 -']'-~'--~'-- = = u~'U DATED 12/14/12 J o ' ~: : uuuuuuuuu - ] 0 12.14.12 FINAL CD ~: : : 1 NEW SPRINT ANTENNA NO. DATE DESCRIPTION -r o ~: rJ '~ .3" DRAWN BY: dS : ~,: :' NEW SCHED. 40 RGS PIPE :=: :~ = J CHECKED BY: JMB ~: EXISTING PIPE WELDED TO T-ARM TO REMAIN : ~ = i ~ : : ; II JOb NUMBER: NYO7XC789 1° : I ~i : ; FRONT ELEVATION SIDE NEW PIPE TO PIPE CLAMPS (TOP AND BOTFOM) ARCHITECT: dOHN BANKS FRONT ELEVATION ,SIDE NEW STABILIZING ROD 'VALMONT' PART ~ PROPOSED 800MHZ RRH DETAIL --  ~..~" "STK-U" TIED T-ARM IN OTHER SECTORS ,PROPOSED 1900MHZ RRH DETAIL ,----~ EXISTING ANTENNA FRAME T-ARM W/NEW i SCALE: N.T.S RRH PIPe MOUNTS. SEE OTL #2/A-5_ NEW SPRINT __ GPS-TMG-HR-26NOM -~ ALCATEL-LUCENT DC ~ F --~ ~ I UNIT DISTRIBUTION AND FIBER ~ I MANAGEMENT ENCLOSURE ~ I I SEAL REUSE 1 1/4" DIAI I= ~ L : NY07XC789 SCH 40 PIPE ~/ ~EXISTING GaLV PLYWOOD BACK /STEEL PiPe CAP .. \,, ,, /x~'~ BOARD TO BE MOUNTED WALL PECONIC POLIC~ DEPT. EXISTING PiPE CLAMP EXISTING PiPE . TO BE REUSED ~ ]=[~ ~ 41405 ROUTE 25 '- ~ PECONIC, NY 11958 , I DC DISTRIBUTION AND FIBER (1) PROPOSED 1900 MHz RRH --'!/- ~ ~o MANAGEMENT ENCLOSURE MOUNTED ON NEW 3" SCH. 40 SHEET TITLE · RGS PIPE. (PROPOSED 800 MHz SPECIFICATIONS: RRH MOUNTED ON OTHER SIDE HEIGHT:DiAMETER:5"5/2,, \~ ON NEW 5" SCH. 4-0 RGS PIPE) -- EQUIPMENTDETAILS WEIGHT: 0.6 LBS. SHEET NUMBER i~ C,NEW JUNCTION BOX t ~NTENNA MOUNTING DETAIL Ak~ S~E: N.T.S. TYPICAL COAX CABLE COLOR CODING SYSTEM FREQUENCY COLOR INDICATOR ID SECTOR POSITION RING RING RING 800 YELLOW GREEN 2'-8" ,IL/ti/ 1 ALPHA 1 GREEN NO TAPE NO TAPE 1900 #1 YELLOW RED 1 2 BLUE NO TAPE NO TAPE 1900 #2 YELLOW BROWN 1 INTERNATIONAL BLVD., SUITE 800 FREQUENCY COLOR INDICATOR ID CODE 800 YELLOW GREEN 1900 #1 YELLOW RED 1900 #2 YELLOW BROWN RESERVED YELLOW BLUE RESERVED YELLOW SLATE RESERVED YELLOW ORANGE RESERVED YELLOW WHITE 1 8 ORANGE NO TAPE NO TAPE TYPICAL COAX CABLE COLOR CODING SYSTEM SECTOR ANTENNA FIRST SECOND THIRD POSITION RING RING RING 1 ALPHA 1 GREEN NO TAPE NO TAPE 1 2 BLUE NO TAPE NO TAPE 1 3 BROWN NO TAPE NO TAPE 1 4 WHITE NO TAPE NO TAPE 1 5 RRB NO TAPE NO TAPE 1 6 GREY NO TAPE NO TAPE 1 7 PURPLE NO TAPE NO TAPE 1 8 ORANGE NO TAPE NO TAPE 2 BETA 1 GREEN GREEN NO TAPE 2 2 BLUE BLUE NO TAPE 2 3 BROWN BROWN NO TAPE 2 4 WHITE WHITE NO TAPE 2 5 RED RED NO TAPE 2 6 GREY GREY NO TAPE 2 7 PURPLE PURPLE NO TAPE 2 8 ORANGE ORANGE NO TAPE GAMMA 1 GREEN GREEN GREEN 3 2 BLUE BLUE BLUE 3 3 BROWN BROWN BROWN 3 4 WHITE WHITE WHITE 3 5 RED RED RED 5 6 GREY GREY GREY 3 7 PURPLE PURPLE PURPLE 3 8 ORANGE ORANGE ORANGE C asca~e ID [ NYOTX. CTS9 SECTOR 1 SE, CTOR 2 SECTOR 3 ~pti~ sec~( pre~nt ~ No N~ No ~90~'lz_~imuth ~ ~ ~75 260 :~900~z f~o of Antennas ] ~ l ~gO0~lz ~tenna &~.ake ~ RF~ RF5 RF5 1900~ ~_H arizcm.t aL Bea m.~.id Eh 1 65 65 6 ~ ~OO~AH z_Ve~ ti~aLg~a mwid ~ ' 5.5 %~ 1900~ Iz_~tennaGaln~d~d) ~ 15.9 15.9 19OO~z _~,t_Th~ ' ~ 0 0 [ ~O0~z ~arl ie~` Fo~ecas~ Year.20~ ; 3 3 ~OOM~Z_~RH ~auuf~dut~ ~ ALU ALU --~ 1900~z..RRH C~umit i 1 t I. 1900~lz RRH Loca[~on ' ~ - , Top of ~le PO~¢ TO'~'('[" J Top ,d the. Pote.'To.,,er Tc, p ,.~f me P..sie, To'.,~f 1900~lzCon',b~llel fl,odeI , itu Cot ~b~e~ Requlre~ No C;,n~bme~ Requ;~cd 190O~tz_Top_Jurnper ~l_Leagth {RRIt a~- C,ombiner-to-~a t-or ~ o~ ~irm Cna, ~o ~ I0 ]0 1900~AHz To~ Jumper ~1 Cab~ Mode~ RRH or 'C~n~ln.er-to-~tennE ~o~ TT or ~.ain Coax i LCFI~-D~ LCFI2-SOJ LCI: I2-bOJ I900~.Z Tup Jump~ ~2 Lenglh {RRH (o Combine, Io~ ~ I~ ap¢~cab~, fQ ' ] ~900~.Iz_Top_Jumper ~2_Cab~_~de[ [RRM t,o ,Comb[ne~ Sar ~ I~ appE~) i N .' A N.,A 1900~Z_~ i~_COax_C4b,~_Mo0~l H; A I1, A ~900f~lz.8~.~tor~ .J~nlper ~ .,Len9~ (Ground based ~1- to Combi~er-O.R-Maln Coax, ft} ~ H,'A -~4'A 9OO~lz_8o~onl_Jumpei ~2_~th {,Groun~ ba~ed-C~albtner ~o ~in C~x, It) ~ N,'A ,H ,A ]OO~,lz _~ [emla,~,ake ~ .Rf5 RF 5 800'~lz-A~lte~:~n'~'V'ud~[ i (Shined w.,' 19~] ('5-~d~e~ W. ~gOO) [~,am~d v, 1900} ~OL3M~ 7_'¢e~ TieaLf~*arowk~th ; ~ ~,5 I I, S I I, 5 800~ Iz_antennalleisht (it) ! 6 6 800M~q Z_A~l t e'rlrla Ga Ir1 ,~] ; 1 ]~.,I I ], ,; I L-,I m ~DO~z ~, hit IOO~z ,'.~a]n Coax Ca~e Len~[h {ft) I NzA H.,A BOO_8,atl0m_J~lpo- F1 I. el~gth (Gr~ ~0 ............................. 1 PlumbinI Sc enad ~ ' ~ , 124 12,1 [ MAHWAH, NJ 07495 1 3 BROWN NO TAPE NO TAPE RESERVED YELLOW SLUE ~ ~ TEL: (201) 684-4000 1 4 WHITE NO TAPE NO TAPE RESERVED YELLOW SLATE " 1 5 RED NO TAPE NO TAPE RESERVED YELLOW ORANGE FAX: (201) 684-4223 1 6 GREY NO TAPE NO TAPE RESERVED YELLOW WHITE 1 7 PURPLE NO TAPE NO TAPE Alcatel. Lucent ! Ca$ca~elD[NYOTXCT~9 2 BETA 1 GREEN GREEN NO TAPE 600-700 MOUNTAIN AVE ' 2 2 BLUE BLUE NO TAPE MURRAY HILL, NJ 07974 ! SECTOR 1 SECTOR 2 SECTOR 3 2 .3 BROWN BROWH NO TAPE TEL: (908) -582-8500 ,Spli~ set,a( present J No Ho I,io I I *. q 9Ol~ll~,j Z_,~Z[ii1Lt t h 2 4 ~1~ WHI~ NO TAPE ~ I J 40 ~75 260 2 5 RED RED NO TAPE OVERALL ~ JOHN M BANKS :~O0~z tin of Antennas I I ~ I I 2 6 GReY GREY NO TAPE HEIGHT: 64.4" ~90O~lz ~tenna &~,ake ~ RFS ....... RF~ ............ ~ 2 8 ORANGE ORANGE NO TAPE DEPTH: 29.5" 604 FOX GLEN l~q~r~.~S~ ~a Mq~A , ; APXV'SgPla,-GA2,~I AP:;;~PPI8;C%~2~'( AP~","sb~;tS':Z~c7- 3 GAMMA 1 GREEN GREEN GREEN WEIGHT: 1 090 LBS. BARRINGTON, IL 60010 1900~Z_Horiznm~t_~eam,,~'~d[h 1 ~'5 ............. 65 .... 6~, 3 2 BLUE BLUE BLUE TELEPHONE: 847-277-0070 ~ 900~AH z_Ve[ t icaLgea mwid ~ ' 5.5 %~ ~.~ 3 3 BROWN BRO~ BROWN FAX : 847-277-0080 , 6 6 i 6 34 ~1~ WHITE WHITE ~00¢~ I z_~[ennaG~ln~dBd~ ~ J 5.9 ~ 5.9 I L. 4 5 5 RED RED RED ~ggMHz ~ 'hit ~ ~ 8 ,j [ ~900~z (~rl iel. Foley,s[ Year.20~3 [ 3 3 ~. 3 8 ORANGE ORANGE ORANGE CABIN~ FRONT III SERVICES LLC J~P~A~=~aj~pfaD=t2[Ek ...................... ¢ ALU ALU A'LI 9927 MM ETS MODU~R CELl ............. . ........................ 604 FOX GLEN o° ~gOO¢~z_RRH ~odel ',RR~ 1,9~84X4565/,~Hz RRtt lggg4X436%',tHz RR.I' '~ 1980-lX4~65Mttz BARRINGTON, IL 60010 ' ' ' ' " CABINET TELEPHONE: 847-277-0070 19OO~lz RRH Local]on ~"': ~ - , ~ol.~ of ~e Po~,'Tower J Top ,d U~e, ~ole/To,,~er Tc, p ,.ff ms P,.;ie, Tow~f FAX ; 847-277-0080 ~ ~ ~ S~; N~,S. I~ SC~E: N.T.S. AE~westches[erservices.com ' I 1900~tz_Top_Jurnper ~l_Leag[h {RRIt a4- C,Orlibiner-to-~/~a Eot ~ o~ ~irm Coaz ~o j I0 10 10 1900~AtlZ To~ ~umper ~l Cab~ Mode~ RRH or 'C~l~,e~4~-~enn~ ~o~ TT ~r ~,ain C,~ ~ LCFI~-5~ LCFI~-50~ LCf I~-beJ I900¢~,z Tup Jump~ ~2 t.~n~[h {RRH to Cgmbine~ fo~ ~ I~ apptl~ab~, ft) ' 1 ............................................ 1900~.lz_Top_Jumper ~2_Cab~_~de[ [RRH t,o ,Combine4 ~or ~ m~ appb~) i N .' A N,,A I&A ~900*~Hz..)4,~r,_Co~xC.b;e_L.~,~,(~[) ~ ................. .,A ,,,., .,. BILL OF MATERIALS ~900~lz.~.[tOl*/.Jumper ~ .,Leng~ (Ground based ~J- to Combiner-O.R-Maln Coax, ft~ ~ N,'A -~4'A .... ~l~ 19BO~lz_8o[[om_Jumpei ~2_~n~th (Ground based-E~mb~ner be ~ln C~x. ~t) i N,'~ ,t.l ,~ t.L ~ 1 i (800/1900) ANTENNA 1 72"X 11.8"X7" APXVSPP 18-C-A20 ~O¢~z_~ormL~n'mpe~ ~_Cab~odel (Gr~d ;b~s~.~ormab'inef ~ ~ln C,~) ~ N,' ~ N,, A -- H, A ~ 0 12.14.12 FINAL CB ~¢~_~mm~u, ~ 4~ ~75 2~'~ I 2 ~ 800 MHz RRH 1 19.4"X12.9"X10.7" RRH 800MHz 2X50W :ttOObY4z No ot Anten,aas ! ~ 0 U : 3 -I- 1900 MHz RRH 1 17.7"X12.9"X7.4" RRH 1900 4X45 65MHz NO. DATE DESCRIPTION :aOO~'lz_~uem~a.~',ake i .RfS -~7~ ...... ~.[~. ....... 4 ~ 1--1/4" HYBRIFLEX 1 175'-0" RFS:1-1/4"/HB158-O8U4-M6F D~WN BY: JS CHECKED BY: dMB 80UM~z,.k o zolba .Bean 'e.'~dB", ~ 6,5 6b, 65 ................... ~ 7 JOB NUMBER: NYO7XC789 80L3M~Z_'¢e, Ti~aL[~*,wo,~tdt~ ; ~ L5 I I, S J I I. __~[ 6 ~ I ~., [ 8 (800/1900) ANTENNA 1 72"Xl 1.8"X7" APXVSPP18-C-A20 ARCHITECT: JOHN BANKS 800~ Iz_Ant ennal leigh t 800M~qz_An[e'r~rlaGaln ,[8~] ; ~:~.,I ~ ~.%~ ........ ~7,~ ..... ~ 9 800 MHz RRH 1 19.4"X12.9"X10.7" RRH 800MHz 2XSOW = a~o~z ~,, Edt I o o u 10~ 1900 MHz RRH 1 " " " 17.7 X12.9 X7.4 RRH 1900 4X45 65MHz ~ ALU ,~U At U 11 ~ 1 -- 1/4" HYBRIFLEX 1 175'-0" RFS: 1 - 1/4"/H B 158-08U4-M 6F 800~-Iz_RRt I ac,ltic,I] ] T~P Gl tfle PuLe,'Towor Te~) ,}f the PoJe, To,~el 800¢~z_,,*a~n_Caax_Ca~e_Lang[h {ft) ~ ~4zA I t.l.,A H, A 15 (800/1900) ANTENNA 1 72"X11.8"X7" APXVSPP 18-C-A20 800M~z_/Aa',r,~.¢_.._ _=____(-']~--Cablc~del. ¢ N;A I~.,.A nA 16 ~ 800 MHz RRH 1 19.4"X 12.9"X10.7" RRH 800MHz 2XSOW ~i-llo~inC~j I,I,A I ...... ~77~ ..... ~.;Z .... 17 ~ 1900 MHz RRH 1 17.7"X12.9"X7.4" RRH 1900 4X45 65MHz SEAL 800_Bo[lam_J u~ ~ffa,~ ~. I_Ca ble_~odeL (Gmun8 based RRH m Plumbinl Scen~d~ * i 124 12,1 [24 18 ~ 1 - 1/4" HYBRIFLEX 1 175'-0" RFS:1-1/4"/HB158-08U4-M6F NYO7XC789 20 2~ 24 1/2" d~M~S 18 ~ O' MAX kCF12-50d 25 RET CABLES 9 10' MAX - 41405 ROUTE 25 PECONIC, NY 11958 26 4G GPS UNIT 1 5"X3.2"¢ I GPS-TMG-HR-26NCM RFDS SHE~ TITLE FDS BILL OF MATERIALS ITEM DESCRIPTION QTY DIMENSIONS PART/MODEL# 1 (800/1900) ANTENNA 1 72"Xl 1.8"X7" APXVSPP18-C-A20 2 <~ 800 MHz RRH 1 19.4"X12.9"X10.7" RRH 800MHz 2XSOW 5 :~ 1900 MHz RRH 1 17.7"X12.9"X7,4" RRH 1900 4X45 65MHz 4 J 1 - 1/4" HYBRIFLEX 1 175'-0" RFS: 1 - 1/4"/H B 158-08U4-M6F 5 6 7 8 (800/1900) ANTENNA 1 72"Xl 1.8"X7" APXVSPP18-C-A20 9 800 MHz RRH 1 19.4"X12.9"XlO.7" RRH 800MHz 2XSOW .~, 1900 MHz RRH 1 17.7"X12.9"XT.4" RRH 1900 4X45 65MHz 10 11 ~ 1 - 1/4" HYBRIFLEX 1 175'-0" RFS: 1 - 1/4"/HB 158-08U4-M6F 12 15 14 15 (800/1900) ANTENNA 1 72"X 11.8"X7" APXVSPP 18-C-A20 16 <~ 800 MHz RRH 1 19.4"X12.9"X10.7" RRH 800MHz 2XSOW 17 ~ 1900 MHz RRH 1 17.7"X12.9"X7.4" RRH 1900 4X45 65MHz 18 <~ 1 - 1/4" HYBRIFLEX 1 175'-0" RFS:1-1/4"/HB158-08U4-M6F 19 20 21 22 BA1TERY CABINET 1 72.5"X25.6"X21.4" EZBFi INDOOR 23 ETS CABINET 1 64.4"X51.5"X29.5" ALU 9927 24 1/2" JUMPERS 18 1 O' MAX LCF12-50J 25 RET CABLES 9 10' MAX - 26 4G GPS UNIT 1 5"X5.2"¢ GPS-TMG-HR-26NCM BILL OF MATERIALS Ak,~.~ SCALE: N.T.S. SHEET NUMBER A-6 GROUNDING NOTES: 1 ALL ELECTRICAL AND GROUNDING AT THE CELL SITE SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE (NEC), NATIONAL FIRE PROTECTION 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 CONSIDERED 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 FAX: (201) 684.-4223 `3 EXOTHERMIC WELDING IS RECOMMENDED FOR DROUNDING CONNECTION WHERE PRACTICAL. OTHERWISE, THE CONNECTION SHALL BE MADE USING COMPRESSION TYPE-2 HOLES. LONG BARREL LUCS OR DOUBLE CRIMP CLAMP "C" CLAMP. THE COPPER CABLES SHALL BE COATED WITH ANTIOXIDANT J /'/ // // // // // // // //' // // J //" // ~ // ~ /' // // '//j CONNECTIONs(COPPER SHIELD)sHALLBEFOREBE FOLLOWED.MAKING THE CONNECTIONS. THE MANUFACTURER'S TORQUING RECOMMENDATIONS ON THE BOLT ASSEMBLY TO SECURE Alcal:eleLucenl' ~ 600-700 MOUNTAIN AVE 4 THE ANTENNA CABLES SHALL BE GROUNDED AT THE TOP AND BO'I'I'OM OF THE VERTICAL RUN FOR LIGHTING PROTECTION. THE ANTENNA CABLE J 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 POLICE STORAGE /I ~ GROUNDED JUST BEFORE ENTERING THE CELL CABINET. ANY ANTENNA CABLES OVER 200 FEET IN LENGTH SHALL ALSO BE EQUIPPED WITH ADDITIONAL TEL: (908) -582-8500 GROUNDING AT MID-POINT. / I / ~ ~_. GROU.D,NG CONDUCTORS ,NS,DE tHE BU,LO,.G S~L1 BE RUN 'N CO.DU,T RACEWAY SYS~M. AND SHAll BE ,NSTALLED AS STRA,GHT ASJOHN M. BANKS PROVIDE #2 GREEN FROM ~-. EACH NEW SPRINT JUNCTION " "% /' / FLEXIBLE OR RIGID PER THE FIELD CONDITIONS. GROUNDING CONDUCTORS SHALL NOT MAKE CONTACT WITH ANY METALLIC CONDUITS, SURFACES OR BOX TO EXISTING MASTER /-----~-~]' / I / EQU,PMENT. ARCHITECT 604. FOX GLEN GROUND BAR / ~/BATF'// [- ] / 6 PROVIDE PVC SLEEVES WHERE GROUNDING CONDUCTORS PASS THROUGH THE BUILDING WALLS AND /OR CEILINGS. BARRINGTON, IL 60010 TELEPHONE: 84.7-277-0070 / / 7 INSTALL GROUND BUSHINGS ON ALL METALLIC CONDUITS AND BOND TO THE EQUIPMENT GROUND BUSS IN THE PANEL BOARD. FAX : 84.7-277-0080 / '-XISTING / '~..~ ~/NEW / J / 8 GROUND ANTENNA BASES, FRAMES, CABLE RACKS AND OTHER METALUC COMPONENTS WiTH #2 GROUNDING CONDUCTORS AND CONNECT TO /POICE / / --ETS/ / J/ INSULATED SURFACE MOUNTED GROUND BARS. CONNECTION DETAILS SHALL FOLLOW MANUFACTURER'S SPECIFICATIONS FOR GROUNDING, PROVIDE #2 RADIO ///~CAB/ I / 9 GROUND COAXIAL SHIELD AT BOTH ENDS USING MANUFACTURER'S GUIDELINES.GROUND FIELD TEST PROCEDURE: III~I]WESTCHESTER GREEN FROM EACH NEW SPRINT/ ~ A. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE A "FALL OF POTENTIAL" TEST ON THE NEW SUPPLEMENTAL GROUND FIELD PRIOR TO EQUIPMENT CABINET CABINET / I / FINAL CONNECTION OF THE GROUNDING SYSTEM TO EQUIPMENT. THE TEST SHALL BE PERFORMED BY A QUALIFIED AND CERTIFIED TESTING AGENT. 'J~ SERVICES LLC PROVIDE INDEPENDENT TEST RESULTS TO THE PROJECT MANAGER FOR REVIEW. THE GROUND SYSTEM RESISTANCE TO EARTH GROUND SHALL NOT TO EXISTING MASTER I ~ EXCEED FIVE (5) OHMS. IF THE GROUND TEST EXCEEDS THE MAXIMUM OF 5 OHMS 604. FOX GLEN GROUND BAR ~ BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 / I / fAX: 84.7-277-0080 / I / GROUNDING LEGEND (ITEMS IN THIS LEGEND ONLY GROUNDING LEGEND AE@westchesterservices.com / &POLICEDEsKSTORAGE I / APPLY AS DETAILED IN GROUNDING PLAN): GROUND RING / I / ® GROUND,NC R,NG. ~= AWG SOL, D BARE T, NNED COPPER W,RE ® GROUND ROD / I / ® GROUND ROD / I / ~ ,,sPECT,O, WELL / I '/ Q INSPECTION WELL · CADWELD CONNECTION (EXOTHERMIC WELD) ~ / ® STEEL EQUIPMENT PLATFORM GROUNDING · MECHANICAL CONNECTION 0 12.14.1~ FINAL CD ///x // // // // // /// // /// // /// // /// // /// ~/x // // // ~/ // // (~ STEEL EQUIPMENT GROUNDING NO. DATE DESCRIPTION 1 _P_.R_OPOSED ELECTRIC PLAN~NORTH GRAPHIC SCALE: (~ ICE BRIDGE GROUNDING AT EACH POST, DRAWN BY: JS I ~',~ 0'1' 5' 6' A~.,.~ SCALE:: ~ NEW GROUND RING BONDED TO EXISTING GROUND RING, CHECKED BY: JMB Q EXISTING GROUND RING. FIELD DETERMINE EXACT dOB NUMBER: NYOTXC789 LOCATION. ARCHITECT: JOHN BANKS CABINET GROUNDING, TYP OF .3 SPRINT EQUIPMENT ////////////////////// / ~ ~ POLICE STORAGE 3N / -p"-.~'--'7 --~.j..-~, /NE:~'/~W/ /:XISTING / '~,~ ~ /NEW/ /POICE / / --BTS RADIO ~ ",CAB/ ET / / / / POLICE STORAGE /& DESK / / / / /////////////////////// EXISTING CADWELD CONNECTIONS BURNDY CONNECTIONS ~.~'1:~' OR APPROVED EQUAL OR APPROVED EQUAL~'"~ l~._~-~d ~ ELECTRICAL PANEL 1. CONTRACTOR TO USE ~.~?./~/ NEW EXISTING l OOA 2 POLE ~ DIST. VERIFY EXISTING CONTRACTOR BOX TO REPLACE UNDERSIZED SEAL NEW NEW ITEM(S). PARALLEL HORIZONTAL TELCO POWER ~-- BTS BATTERY CONDUCTORS HORIZONTAL STEEL SURFACE BOND JUMPER TO FLAT STEEL SURFACE FIELD FABRICATED GREEN 2. CONTRACTOR TO PROVIDE PARALLEL THROUGH CONNECTION OR HORIZONTAL PIPE STRANDED INSULATED NYOTXC789 (1) 2" EMPTY CONDUIT WITH OF HORIZONTAL CABLES TYPE PT TYPE HS TYPE 2-YA-2 HEAVY DUTY PULLSTRING FROM EXISTING PPC TO EXISTING BTS. ~ ~ ~ ~ PECONIC POLICE DEPT. 3. CONTRACTOR TO PROVIDE ~.~ ~ (1) 2" SEALTIGHT CONDUIT ~ ' I I WITH 2 #5 THROUGH CABLE TO VERTICAL STEEL SURFACE CABLE DOWN AT 45" COPPER LUGS 41405 ROUTE 25 (~ GROUND ROD TO VERTICAL STEEL SURFACE TWO HOLE - LONG BARREL k. k. O (~ ~~//// "~--~L-~~~(~),~%j FLEXIBLE4' (2) NEWcoNDUiTSI-1/2" LIQUIDTITE THROUGHoF I~'pEOROuNDCABLEGT RoDTO TOP INCLUDINGTYpE vsPIPE TYpELENGTHyA-2 PECONIC,sHEErNYTiTLE11958 x.~ ::~ ELECTRIC PLAN & NOTES & I~. TYPICAL CADWELD TYPE CONNECTIONS WIRING SCHEMATIC (~ VERTICAL PIPE NO SCALE  CABLE DOWN AT 45' TO RANGE SHEET NUMBER ,EQUIPMENT WIRING SCHEMATIC OE VERT, CALP,PES ~ TYPE VS A-7 CADWELD CONNECTIONS BURNDY CONNECTIONS OR APPROVED EQUAL OR APPROVED EQUAL PARALLEL HORIZONTAL CONDUCTORS HORIZONTAL STEEL SURFACE BOND dUMPER PARALLEL THROUGH CONNECTION TO FLAT STEEL SURFACE FIELD FABRICATED GREEN OF HORIZONTAL CABLES OR HORIZONTAL PIPE STRANDED INSULATED TYPE PT TYPE HS TYPE 2-YA-2 THROUGH CABLE TO VERTICAL STEEL SURFACE GROUND ROD CABLE DOWN AT ~5' COPPER LUGS THROUGH CABLE TO TOP TO VERTICAL STEEL SURFACE TWO HOLE - LONG BARREL OF GROUND ROD INCLUDING PIPE LENGTH 'P(PE GT TYPE VS TYPE YA-2 I~ TYPICAL CADWELD TYPE CONNECTIONS VERTICAL PIPE NO SCALE CABLE DOWN AT 45' TO RANGE OF VERTICAL PIPES TYPE VS ELECTRICAL NOTES ELECTRICAL NOTES (CON'T) ELECTRICAL NOTES (CON'T) ~. 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 ' 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 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. 1 INTERNATIONAL BLVD,, SUITE 800 LINE TO THE MblbR 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 OWNER'S REPRESENTATIVE AND EQUIPMENT SUPPLIER PRIOR TO ROUGH-IN OF CONDUIT AND WIRE. ALL FAX: (201) 684-4225 5. CONTRACTOR SHALL COORDINATE WITH LOCAL TELEPHONE COMPANY FOR REQUIREMENTS OF '~Tl" 14. THE CONDUIT RUNS AS SHOWN ON THE PLANS ARE APPROXIMATE. EXACT LOCATION AND ROUTING SHALL BE 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 4. SITECONTRACTORpLAN ANDSHALLDETAILFURNISHDRAWINGs.AND THEINSTALLMETERELECTRICBAsE SHOuLDMETER BASEBE LOCATEDAND 200AiNADISCONNECTMANNER WHERESWITCH Per lB. PROVIDE PUL1 BOXES AND JUNCTION BOXES WHERE SHOWN or REQUIRED BY NEC. DESIGN AND SOME EQUIPMENT CHARACTERISTICS MaY VArY FROM DESIGN AS SHOWN ON THESE DRAWINGS).61r=~,~I~-t'~'l~'~I'l® Lucent ~ ACCESSIBLE BY THE LOCAL POWER COMPANY. 16. ALL CONDUITS SHALL BE MET WITH BENDS MADE IN ACCORDANCE WITH NEC TABLE 546-10. NO RIGHT 29. LOCATION OF ALL OUTLET, BOXES, ETC., AND THE TYPE OF CONNECTION (PLUG OR DIRECT) SHALL BE ANGLE DEVICE 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. TEL: (908) -582-8500 17. ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH PLASTIC THROAT INSULATING GROUNDING BUSHINGS. 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 SHALL18. AL' W'RE SHALL BE ~PE THW", SOL'B, ANN~LED COPPER UP TO S'ZE ~10 AWG (~B ARB LArger SHALL JOHN M. BANKS BE RIGID GALVANIZED STEEL UNLESS OTHERWISE INDICATED. BE CONCENTRIC STRANDED) 75 DEGREE C, (167 DEGREES FI, 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 PPG SHALL BE ROUTED AND TERMINATED AT DESIGNATED TELCO APPROVED PLASTIC TAGS, ACTION CRAFT, BRADY, OR APPROVED EQUAL. 1. ALL RACEWAY SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST ADOPTED VERSION Of NATIONAL 604 FOX GLEN DEMARCATION OR 2-fEEr 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 8. 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-OCCOUPIED, FAX : 847-277-0080 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. INDOORS-UNOCCUPIED, PLENUMS, RISER SHAFTS, ETC.) LABELED AS REQUIRED BY THE NEC. 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 SPR,NT CAB,Nm, INCLUB,NG ~00 AMP LOAD PAREL ARB TeLCO PANEL, S.ALL BE PROV,DED BY/ ~WESTCHESTER OWNER AND INSTALLED BY THE CONTRACTOR. CONTRACTOR IS TO INSTALL BREAKER(S) NOT PROVIDED ~. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS ARO NEC. THE BY MANUFACTURER. SEE PANEL SCHEDULE ON THIS SHEET FOR BREAKER REQUIREMENTS. EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULL BOXES, AND ALL DISCONNECT SWITCHES, STARTERS, AND EQUIPMENT CABINETS. ~I SERVICES LLC 10. LOCATION OF ELECTRIC METER AND DISCONNECT SWITCH TO BE COORDINATED BY ELECTRICAL CONTRACTOR AND FIELD CONSTRUCTION MANAGER. 24, THE CONTRACTOR SHALL PREPARE AS-BUILT DRAWINGS, DOCUMENT ANY AND ALL WIRING AND EQUIPMENT 604 FOX GLEN CONDITIONS AND CHANGES WHILE COMPLETING THIS CONTRACT. SUBMIT AT SUBSTANTIAL COMPLETION. BARRINGTON, IL 60010 11. #2 WIRE TO BE UTILIZED IN ELECTRIC SERVICE RUNS EXCEEDING I O0'.TELEPHONE: 847-277-0070 25. ALL DISCONNECT SWITCHES AND OTHER CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC FAX : 847-277-0080 NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD 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. I 800/1900 MHZ ANTENNA I 0 12.14.12 FINAL CD I NO. DATE DESCRIPTION RET/ I RET/ RET/ ~~_[~ +45 ALD -45 '~ 1 E-J-- DRAWN BY: JS ~ CHECKED BY: JMB ~ I JOB NUMBER: NYO7XC789 ARCHITECT: JOHN BANKS 2 AISG AISG TX1/RXI TX2/EX2 LAC1 LAC2 LAC3 LAC4 - CDMA+LTE 1900 MHz RRH ~~ CDMA 800 RRH RRH 4X45-PCS RRH 2X50-800 65 MHz , ! SEAL CPRI CPEI AIM ALM i PHI -~48VDC.~SEC.~ ALD AISG-1 1-4 CPR'-I -4~VDC CPRI-2 AISG-1 '-8 NYO7XC789 [ PECONIC POLICE DEPT. ~ I I 41405 ROUTE 25 POWER P2 PECONIC, NY 11958 FIBER F2-CDMA~~ FIBER F5-LqE ~ FIBER FS-LTE I ~ SHEET TITLE III ELECTRICAL NOTES FIBER F1-CDMA C,ANTENNA SCHEMATIC ANTENNA SCHEMATIC SHEET NUMBER SCALE: N.T.S. ~ l HYBRIFLEX RUN TO DI$1~IBU'flON BOX OVER '~ '~ !~ A--8 EXTERNAL -~ INSPECTION~ BuTr CONDUCTOR-~ #4 OR #6 AWG STRANDED CU TOOTHED \ WINDOW \ INSULATION UP ! CONDUCTOR WITH GREEN, 600V, o .... . S )rlnl /o ~x, ,/z ~k ALL INTERIOR k CONNECTOR / 1" MIN · /ON SHE~ G-2 S/S NUT ~ ~ ~O-HOLE ~ BARREL / ~ ' ~ GROUNDING BAR ON~ ~ ~ ~ ~ ~ ~ ~ k ~CONNEOTORS ~ / WALL, FLOOR, OR ~ [[ [[ [[ / ~ALL NEW GROUND BARS 1 INTERNATIONAL BLVD., SUITE 800 S/S LOCK ~ ~ ~ ~ / CLEAR ON ANTENNA TOWERx ~ ~ H ~ H / / TO BE 4"x20" 'HARGER' MAHWAH, Nd 07495 WASHER ~ ~ ~ k ~ ~ / H~T ~B[14420M TEL: (201) 684-4000 .m S/S F~T%~ ~~ : __ ~ ~ z ~ ~ z ~ z z_ =.~_ ,.so=..o Alcatel- Lucent ~ ~ X S ;0 ~HRINK No~ ~ __ ~~~~~} TEL: (908)-582-8500 ~ ~X~ ~,,~D co,,~ ~,~,~c~ ' JOHN M. BANKS ~ GROUNDING BAR ~ ~ ~(E) GROUND BAR (E) GROUND BAR (E) GROUND BAR ~DU O~HE,M~C W~,DS ~0 ~ S~C~9~ "C" 0 S~C~O, "." 0 S~CTO, "A" ** ARCHITECT % ~S/S F~T WASHER PVC NONM~ALLIC CO BE USED WITH 2 AWG SOLID '; ~ ~ 604 FOX GLEN /S BOLT (1 OF 2) WITH STRAP WITHIN ~0 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''~ TAG ON ALL GROUNDING GROUNDING BAR INSULTED ~ ~_W~_~LE LUG BAR INTERCONNECTS ~GROUNDING CONDUCTOR TO GROUNDING BAR ~ S~: N.T.S. AND EQUALIZERS ~ S~: N.T.S. COAX GROUND BAR AT EQUIPMENT ~ SERVICES LLC "~ 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 TO LOW NOISE AMPLIFIER UNITS TO TRANSMIT MOD 4.OB ~ FAX : 847-277-0080 (LNA) (WHEN REQUIRED)AND ANTENNA RECEIVE ANTENNA ~ " ~ ~ AE~westchesterse~ices.com  ~ NEW SPRINT GPS BAKERY :~ i COAX dUBPER REQUIRED ~ ~ ~ ~ ~1 : ~STANDARD ~ROUND~N~ XIT (~P) PER BA~UFACTURER'S;~11 '~, F~(SE~ NOTE 7 ON SH~ ~-~) ~ AW~ ~ROUN~*N~ ~ I]1 RECOmMENDATiON OR FOR ~' ':" ~- ' CONnUCTOR TO ~ hdl ~ ~2 AW~ SOLID TIN~ED BARE OOPPER CO~DUgTOR FOR EAs~ o~ co~c~o. (~P) _~r~ X~Am~A CABUE ~0 ~S (~) ~OU~O ~ ~ :~ )~ W~ ~OU~E~ E.CUOSU~ '/~ 6 AWG GROUNDING CABLE~ N ~ FINAL C8 ~ ~ % ~ A STRANDED COPPER BOND 15" MAX. (~P.) 0 12.1~.12 ./ co.. CTO. W,T. % W~HE~PROOFING %% , .~600V, THWN-2 NSU~TION~ ~ -,- NO. DATE DESCRIPTION KIT (~P) ~ F ¢. GROUNDING BUS BAR~_ ~ ~q/1/2 COAX CABLE 8' FROM LNA (WHEN REQUIRED)J ~ PART ¢ UGBKIT-O424-T (TINNED). 2 AWG BARE <) '~ MANUFACTURER S STANDARD ~~ A ,oc~ox ,~ ,~0~,~o *T ~,,,~0 0o~ .. ~ ~. GROUNDING SCHEMATIC c.~c~o .~: 2 AWG TINNED, SOLID--GRADE TASSCO PART ~ 551546. TO GROUND COPPER CONDUCTOR ANTENNA HEIGHT WILL DETERMINE ~ JOB NUMBER: NYO7XC789 EXOTHERMIC WELD TO NUMBER OF GROUNDING BARS ~ S~E: N~.S. ARCHITECT: JOHN BANKS GROUNDING BUS AND THEIR LOCATION ~ EQUIPMENT CABINET - 2" LIQUID TIGHT METALLIC 1. COMPRESSION CONNECTIONS (2), 2 AWG ~RE TINNED SOLID COPPER CONDUCTORS TO GROUNDING x / / FLEXIBLE CONDUIT (LTMFC) ~R. ROUTE CONDUCTORS TO BURIED GROUNDING RING AND PROVIDE PA~LLEL EXOTHERMIC WELD. ~ ~~ 2. EC SHALL USE PERMANENT MARKER TO D~W THE LINES B~EEN ~CH SECTION AND ~BEL ~ FOR POWER ~CH SECTION("P", "A", "N", "1") WITH 1" HIGH LblIERS. SEAL ~ / / ~EXISTING POWER TELCO 3. ALL HARDWARE 18-8 STAINLESS STEEL, INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ~ 12- ~ // / CABINET ANTI-OXIDANT COMPOUND BEFORE ~TING. ALL H~DWARE SHALL BE ~AINLESS STEEL 5/8 INCH ~ ~ ~ ~c ,,ST,,,~T,O, ~ .,.~..,,.... o. ~.~... NYOTXC789 m 'MANAGEMENT ENCLOSURE 4. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM F~T WASHER B~EEN LUG AND ANTENNA CABLE ~ E STEEL, COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING.  5. NUT · WASHER SHALL BE P~CED ON THE FRONT SIDE OF THE GROUNDING B~ AND BOLTED ON --- ~ ~ TH~ .*ex S~DE. lUST*L~ .~CX H~T-SH~X~N~ TUBE, SO0 VOLT =NSU~T~O., ON *LL PECONIC POLICE DEPT. ~ ~,ou,,~,~ T~.U~.,T~O.S. ~,~ ~.T~.T ~S TO W~TU~.,,OOr T,~ CO.,.~SS~O, ~O..~CT~O.. 6. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE ~PE OF TOWER, ANTENNA LOCATION, // ~ AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED. WEATHERPROOFING ~ 6 AWG STRANDED COPPER ~ 7. GROUNDING KIT SHALL BE ~PE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE KIT (SEE NOTE 7 A CONDUCTOR WITH GREEN, 600V, 1 1/2"¢ LIQUID TIGHT MANUFACTURER. 4~05 ROUTE 25 NON-METALLIC FLEXIBLE 8. W~THERPROOFING SHALL BE ~PE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE PECONIC, NY 11958 8 ON SHE~ 6-2) THWN-2 INSU~TION GROUNDED CONDUIT FOR DC POWER MANUFACTURER. TO GROUNDING BAR ~ FIBER dUMPERS 9. SUPPLIED AND INSTALLED BY CONT~CTOR. SHE~ TITLE CABLE GROUNDING KIT (SEE NOTE 6 ON SHE~ G-2) -- ~ ~ (TYP OF 2) 10. WHEN THE SCOPE OF WORK REQUIRES THE ~DITION OF A GROUNDING BAR TO AN EXISTING TOWER, THE SUBCONT~CTOR S~LL OBTAIN APPROVAL FROM THE TOWER OWNER PRIOR TO MOUNTING ~(1)2" LIQUIDTIGHT METALLIC THE ~.OU..~.C .*, TO ~,~ TOWN.. GROUNDING DETAILS FLEXIBLE CONDUIT (LTMFC) ~1. EXTEND ~0 (2) 2 AWG TINNED CU CONDUCTOR FROM BURIED GROUNDING RING AND CONNECT TO THE PROPOSED TOWER. FOLLOW MANUFACTURERS RECOMMENDA~ONS FOR GROUNDING CONNECTIONS ~IN6 KIT TO ANTENNA CABLE ~'IF REQUIRED' TO T.~ TOW~.. ~*~.,~*..~ ~0 .~ ~OW~.~ 0..~.) S,~ ,U~,~, ~ ~ ~ 12. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE ~PE OF TOWER, ANTENNA LOCATION, . AND CONNECTION ORIENTATION. THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ,_e CO.. CT, O..O,..S. A9-- CONSTRUCTION SPECIFICATIONS SITE PLAN NOTES DIVISION 1 - GENERAL REQUIREMENTS SECTION 01010 SUMMARY OF WORK: · ,. o,o S' r n: A. THE CONTRACTOR SHALL REVIEW AND BECOME FAMILIAR WITH SPECIFICATIONS CONTAINED IN THE BID D. INSPECTIONS: BUILDING CODE 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 1 INTERNATIONAL BLVD., SUITE 800 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 PROVISIONS OF THE CLIENTS SPECIFICATIONS SHALL TAKE PRECEDENCE. INSTALLATION OF ANTENNA CABLES, ADDITIONAL PARKING SPACES ARE NOT PROPOSED. MAHWAH, NJ 07495 3. COORDINATE ALL INSPECTIONS WITH THE CLIENT'S CONSTRUCTION MANAGER. TEL: (201) 684-4000 C. THE CONTRACTOR SHALL VISIT THE SITE OF THE PROPOSED WORK AND FULLY ACQUAINT HIMSELF WITH 4. CONTRACTOR TO MAKE NOTIFICATIONS 24 HOURS PRIOR TO ANY REQUIRED INSPECTIONS. 3 THIS TELECOMMUNICATIONS FACILITY REQUIRES ONLY ELECTRIC AND TELEPHONE UTILITY FAX: (201) 684-4225 THE CONDITIONS AS THEY EXIST IN ORDER THAT ANY RESTRICTIONS PERTAINING TO THE WORK ARE SERVICES. THE APPROPRIATE UTILITY COMPANY SHALL DETERMINE DEMARCATION LOCATION. UNDERSTOOD. ALL AREAS AND DIMENSIONS ARE INDICATED OF THE DRAWINGS AS ACCURATELY AS 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 Lucenl: 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 Alcal:el 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 0,4520 - MASONRY RESTORATION - TUCK POITNING: 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 DRAWINGS SHALL NOT BE UTILIZED FOR CONSTRUCTION PURPOSES MURRAY HILL, NJ 07974 THE SITE AND HAVE INCLUDED ALL NECESSARY ITEMS. UNTIL ALL CONDITIONS OF MUNICIPAL AND/OR AGENCY APPROVAL HAVE BEEN SATISFIED. TEL: (908) -582-S500 1. THIS SECTION SPECIFIES REQUIREMENTS FOR RESTORATION OF MORTAR JOINTS IN CUT STONEWORK OR 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. JOHN,v,"'. BANKS COMPANIES. 2. DO NOT PERFORM WORK WHEN THE AIR TEMPERATURE IS BELOW 40 DEGREES F, EXCEPT WHEN APPROVED BY THE ENGINEER, IN WHICH CASE CONFORM TO REQUIREMENTS OF ,MIAC GUIDE 7. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL ARCHITECT E. THE ANTENNA INSTALLERS RESPONSIBILITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, CABLE TRAY SPECIFICATION FOR COLD WEATHER MASONRY CONSTRUCTION. CODES AND ORDINANCES. INSTALLATION, ROUTING OF CABLES FROM RADIO EQUIPMENT TO ANTENNAS, ASSOCIATED HARDWARE 604 FOX GLEN FOR SECURING ANTENNA CABLES, ANTENNA MOUNTS, DETERMINING SUPPLIER OF ANTENNAS, 3. ALL MASONRY SHALL BE INSPECTED WITHIN 2'-6" FROM ANY PROPOSED A1TACHMENT INOT THE B. ALL PENETRATIONS TO BE PROPERLY FIRE-STOPPED WITH 3M P.S, WRAP STRIP FIRE STOP GROUNDING OF ANTENNASTO GOURNDING SYSTEM INSTALLING ANTENNAS AND VERIFYING WITH RADIO MASONRY, ANY KllSE IR RECESSED MORTAR SHALL BE REPAIRED. ANY WORK AREAS OF LOOSE OR AND CP25 NON-SHRINKING PuTrY 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 FAX : 847-277-0050 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 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 2. WATER SHALL BE CLEAN AND POTABLE. MAINTAIN A FINISHED APPEARANCE. G. THE OWNER MAY HAVE WORK PERFORMED UNDER SEPARATE CONTRACTS, CONCURRENTLY, WITH THEIr N"--I'W£STO"ESTE" WORK OF THIS CONTRACT. C. EXECUTION 10. WESTCHESTER SERVICES LLC. HAS NO RESPONSIBILITY FOR OR CONTROL OVER SAFETY AT ANY TIME. H. THE GENERAL CONTRACTOR SHALL PERMIT ACCESS TO THE PROJECT TO THESE CONTRACTORS TO 1. EXAMINATION - PRIOR TO START OF RESTORATION WORK EXAMINE SURFACES TO IDENTIFY DEFECTIVE SERVICES LEG 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 HAZARDOUS MATERIALS. THESE PLANS ARE NOT TO DEPICT OR IMPLY THE PRESENCE OR 604 FOX GLEN HAVE LOOSE, POWDERED OR BROKEN MORTAR. JOINTS WITH HAIRLINE CRACKS (1/64 INCH) THAT ARE ABSENCE OF SUCH MATERIALS WITHIN PROPOSED WORK AREAS. BARRINGTON, IL 60010 I. CONTRACTOR SHALL CONFORM TO ALL APPLICABLE LOCAL, COUNTY, STATE AND FEDERAL CODES, LAWS OTHERWISE SOUND SHALL NOT BE CONSIDERED DEFECTICE. AND REQUIREMENTS, INCLUDING OSHA. TELEPHONE: 847-277-0070 2. PREPARATION 12. CONTRACTOR SHALL PROVIDE ENGINEER WITH PHOTOS FOR EACH STAGE OF CONSTRUCTION. FAX : 847-277-0080 J. THE CONTRACTOR SHALL APPLY AND PAY FOR THE CONSTRUCTION PERMIT, CERTIFICATE OF A, JOINT PREPARATION PHOTOS SHALL INCLUDE BUT NOT BE LIMITED TO BEAM POCKETS, PEDESTAL CONNECTIONS & AE@westchesterservices.com 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. 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 FROM THIS PROPOSAL. 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. CONSTRUCTION PERIODS OF THIS PROJECT, EVERY EFFORT SHALL BE MADE TO MAINTAIN A CLEAN 2. PROVIDE REVEALSWlTH 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. B. MORTAR PREPARATION L. SAFETY PROCEDURES: ATTENTION IS DIRECTED TO FEDERAL, STATE, AND LOCAL LAWS, RULES AND 16. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REGULATIONS CONCERNING CONSTRUCTION SAFE~Y 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 RESPONSIBLE 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 PROPERLY, 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 REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY 0 12.14.12 FINAL CD OBSERVED FOR ALL CONTRACTORS AND ANTENNA RIGGERS. BASIS. A. JOINT FILLING NO. DATE DESCRIPTION M. THE CONSTRUCTION CONTRACTOR IS SOLEY RESPONSIBLE FOR DETERMINING ALL CONSTRUCTION MEANS 19. GENERAL CONTRACTOR SHALL NOTIFY SPRINT OF ANY DISCREPANCIES PRIOR TO ORDERING 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 THE 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. JOB NUMBER: NYO7XC789 B. JOINT TOOLING - WHEN MORTAR IS THUMBPRINT HARD, TOOL TO MATCH ORIGINAL APPEARANCE OF DIVISION 5 METALSADJACENT 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 CODES AND SPECIFICATIONS, LATEST EDITION, UNLESS OTHERWISE NOTED: SURFACES WITH ST~FF NYLON BRISTLE BRUSHES AND WATER TO LEAVE ALL SURFACES CLEAN AND 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 c. ASTM A36, STRUCTURAL STEEL . d. ATSM A53, TYPE E, GRADE B, ELECTRIC RESISTANCE WELDED STEEL PIPE e. ATSM 123 ZINC (HOT-DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS f. ATSM 155 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. SEAL B, DESIGN PARAMETERS 1. THE STRUCTURAL STEEL ANTENNA MOUNTING FRAMES ARE DESIGNED TO PROVIDE SUPPORT FOR ANTENNAS AND ALL HARDWARE AND ACCESSORIES ASSOCIATED WITH ANTENNAS. NYO7XC7$9 C. 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 PECONIC POLICE DEPT. 123 AND A 153. 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. PECONIC, NY 11958 5. ALL BOLTED CONNECTIONS SHALL BE A325 HS-BOLTS 5/8 INCH DIAMTERE MINIMUM SIZE UNLESS 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 A.36 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 S- 1 INTERNATIONAL BLVD., SUITE 800 MAHWAH, NJ 07495 TEL: (201) 684-4000 FAX: (201) 684-422,3 Alcatel.Lucent ~ 600-700 MOUNTAIN AVE MURRAY HILL, NJ 07974 TEL: (906) -582-8500 JOHN M, BANKS AFICHITECT 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX : 847-277-0080 II SERVICES LLC 604 FOX GLEN BARRINGTON, IL 60010 / / / / / / / / / / // / / / / / / / / / // / TELEPHONE: 847-277-0070 ' ~ q ! _~ .-------- NEW AAV EQUIPMENT MOUNTED ON FAX: 84-?-277-00B0 / 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 ETS CABINET FOR FIBER WITH PULL ROPE. (APPROX. +20') / / / JI × I / 012.14.12 FINAL CD /EXISTING /I / POLICE / / NO. DATE DESCRIPTION RADIO ' ~ / DRAWN BY: dS / ~J~ ------------ SPRINT TO ROD & DRAGLINE EXISTING 2" / SPRINT CONDUIT IN CEILING FROM CHECKED BY: dMB / I MEETPOINT TO NEW CABLEVISION AAV / JOB NUMBER: NYO7XC7B9 / I EQUIPMENT INSIDE EXISTING SPRINT PPG / TELCO COMPARTMENT. CABLEVISION TO RUN ARCHITECT: dOHN BANKS / I FIBER THROUGH EXISTING 2" CONDUIT / I / (APPROX. 25PT) POLICE STORAGE // / & IDESKI / t / × I~ / NEW CABLEVISION INSTALLED INTERDUCT (MEET POINT) / SEAL ////////////// ////// NYO7XC789 PECONIC POLICE DEPT. ¢1405 ROUTE 25 PECONIC, NY 11958 SHEET TITLE GRAPHIC SCALE: FIBER SITE PLAN G NORTH O' 3' 6' ,FIBER SITE PLAN..._:'-, ~' ///,////,/////////////// '--~ POLICE STORAGE / i / I / · / / t- / I /--XISTINC / I POLICE / RADIO ' / ~ --------- / J / J / J / I POLICE STORAGE // & IDESKI / ////////////// //////