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Home My WebLink About27216-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-27879 Date: 08/20/01 THIS CERTIFIES that the building ACCESSORY Location of Property: 415 EILJAHS LA MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 108 Block 4 Lot 11.3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 4, 2000 pursuant to which Building Permit No. 27216-Z dated MARCH 27, 2001 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is MONOPOLE TOWER AS APPLIED FOR PER ZBA #4862 DATED 11/16/00. The certificate is issued to WILLIAM J BAXTER, JR & ORS. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N 559687 06/01/01 PLUMBERS CERTIFICATION DATED N/A thor zed Sig ature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 27216 Z Date MARCH 27, 2001 Permission is hereby granted to: WILLIAM J BAXTER, JR & ORS . 1030 E PUTNAM AVE GREENWICH, CT 06830 for REPLACE EXISTING MONOPOLE TOWER WITH NEW MONOPOLE TOWER AS APPLIED FOR & AS PER CONDITIONS OF ZBA #4862 DATED 11/16/00 . at premises located at 415 EILJAHS LA MATTITUCK County Tax Map No. 473889 Section 108 Block 0004 Lot No. 011 . 003 pursuant to application dated MAY 4 , 2000 and approved by the Building Inspector. Fee $ 150 . 00 Authori Signature ORIGINAL Rev. 2/19/98 = t Form No. 6 TOWN OF SOUTHOLD w BUILDING DEPARTMENT s TOWN HALL ___ 765-1.802 APPLICATION FOR.CERTIFICATE OF OCCUPANCY A. This application must be filled in by typewriter OR ink and submitted to the building inspector with the following: for new building or new use: 1. Final survey of .property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply, and sewerage-disposal(S-9 form) . 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple. residences and similar building: and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9; 1957) non-conforming uses, or buildings and "pre-existing" land uses: ? � 1. Accurate survey of property showing all property lines, streets, building and a unusual natural or topographic features. 2. A properly completed application and a.consent to inspect signed by the applicant. If a, Certificate of Occqpancy is denied, ,the Building Inspector shall state the reasons therefor in writing'to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00. Businesses $50.00. - 2. Certificate of Occupancy on Pre-existing; Buildiniz - $100.00 3. Copy of Certificate of Occupancy - !jip 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 .Date . .. . ':r . 0!. . . . . .. .. . . .. . .. . .. . . . . New Construction. . .... . . .. . 01d Or Pre-existing Building. . . l ! Location of Property... . . . ;.3 . .. ..2.--..l ..h 5: .4"G 7 V(��.. . . .. �./ •• . . . .. . . . . House No. Street Hamlet Onwer or. Owners of Property.. . 1!`� t l t .�`:l . .:? 1J. ��. :) .:�.r, . . . . . . . .. . . . ... . . . . . . . . . . . County Tax Map No 000 Section. . .t.0.g. . . .Block. d Ob .\ . . . .Lot. . d l.`d�:� . . . . . . . . Subdivision. . .. ... .. . . . . . . . . . . . . . .. . . . . .. .Filed Map. . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . . Permit No. .i.. .l(? Z'. .Date Of Permit. 31.l.°�. �.b'.. . .Applicant. . ::p�. . Al.�: 1 n. . Health Dept. Approval. . . . . . . . . . . . . . . .. .. .. . .. Underwriters Approval. . ._. . . . . . . . ... . . . . ... . . . . Planning Board Approval. ... . . .. . . . . . . . . .. . . . . . Request for: Temporary Certificate. .. . . . . . . . . Final Certicate. . . . . . . . . . . Fee Submitted: $ �� . . . . . .. A,;3 �� . . . .. .. . . . . . : ON UC (a 00 0 r : ... . . . . . . .: . . . . . . . . . . :. . . . . . . . ... . . . . . . . . . . . . Ar.nt rnAWtm THE NEW YORK BOARD OF FIRE -UNDERWRITERS PAG 1. 2075026THE OF ELECTRICITY 40 FULTON STREET, NEW YORK, NY 10036 Date JLNF. 01 ,2001 !J,4, C,,,, .4 N 5��fR7 Application No. on file THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of SPRINT, ELIJAH`S & ROUM 25, S01UTHOLD, NY in the following location; ❑ Basement ❑ lst FL ❑ 2nd Fl. Ow Section 10SSBlock 4 Lot 11•3 was examined on MAY 21,2001 and found to be in compliance with the National Electrical Code., FIXTURE RECEPTACLES SFIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS WITCHES OUTLETS INCANDESCE FLUORESCENT OTHER AMT. K.W. AMT. K.W. AMT. K.W. AMT. K.W. AMT. H.P. DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL MC-PT. TIME CLOCKS BELL UNIT HEATERS MULTI-OUTLET DIMMERS SYSTEMS AMT. K.W. OIL N.P. GAS H.P. AMT. NO. A.W.O. AMT. AMP. AMT. AMPS. TRANS. AMT. H.P. NO.OF FEET AMT. WATTS SERVICE DISCONNECT NO.OF S E R V I C E METER NO. CC COND. A.W. A.W.6. A.W.G. AMT. AMP. TYPE EQUIP. 1/21N 1/�W J/�W /4W PER• OF CC.COND. NO.OF HI-LEG OF HI-LEG NO.OF NEUTRALS OF NEUTRAL 1 200 FUSE 1 25(:' 1 250 OTHER APPARATUS: GALAXY TRI-STATE EI:,1:MRICAL IN LIC.#2526 L L 211--07 JAMAICA. AVE. QUFF.NS VILLAGE, NY, 11428 GENERAL MANAGER ' zz Per This certificate must not be altered In any manner;return to the office of the Board If Incorrect. Inspectors may be Identified by their credentials. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. PAPAY ENGINEERING & CONSTRUCTIONS INC. �r 100 HILLTOP ROAD, RAMSEY,NJ 07446 r 201-934-2828 FAx: 201-934-1181 August 3, 2001 `D Mr. John M. Boufis, Building Inspector Southold Town Hall 53095 Main Road P O Box 1179 Southold, NY 11971-1179 RE: Construction Permit#27216Z Installation - Final Inspection WO 1239 CER Dear Mr. Boufis: With respect to the above site, Papay Engineering & Construction, Inc. certifies that the work performed on behalf of Sprint, at the above referenced site, is in general conformance with the drawings and with all applicable codes and generally accepted industry standards. The work is here-by deemed safe and acceptable. Should you have any questions, comments or require additional information, please don't hesitate to call. Sincerely, Of NEW yo�� CO E.E. '01 �Qr s ons Peter E. Papay NY Professional Engineer#64690 CC: T. Kallopoulos/Sprint S. Burke/AT&T D. Kinney/RM APPEALS BOARD MEMBERS O�OSQFFO��(►C OG Southold Town Hall Gerard P. Goehringer, Chairman �� y� 53095 Main Road James Dinizio,Jr. yP.O. Box 1179 15,Lydia A. Tortora ^r+ Southold, New York 11971 Lora S. Collins A O�� ZBA Fax(631) 765-9064 George Horning Olt '�a Telephone (631) 765-1809 BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 7, 2000 Appl. No. 4862 SPRINT SPECTRUM, L.P. 1000-108-4-11.3 STREET & LOCATION: 415 Elijah's Lane, Mattituck DATE OF PUBLIC HEARING: November 16, 2000 FINDINGS OF FACT PROPERTY FACTS/DESCRIPTION: The applicant's property is located on the west side of Elijah's Lane, Mattituck. The property contains approximately 95,000 sq. ft. with 197.50 ft. frontage along the west side of Elijah's Lane, Mattituck. The property is improved with a one-story warehouse building and rear yard structures as shown on the Map dated August 13, 199, prepared by Carman-Dunne, P.C. The property is zoned Light-Business (LB). BASIS OF APPLICATION: Building Inspector's May 31, 2000 Notice of Disapproval for the reason that applicant's proposed wireless telecommunication tower exceeds the height limited under Section 100- 162B.3 within 300 feet, at a total height of 110 feet (overall). RELIEF REQUESTED: Applicant is requesting a height 10 ft. greater than its existing tower and which has an overall height 20 feet greater than other structures within 300 feet. The existing telecommunications tower is 100 ft. tall. REASONS FOR BOARD ACTION: Based on the testimony and record before the Board and personal inspection, the Board makes the following findings: (1) The proposed monopole tower will replace the existing tower and will add co-location facilities, which is encouraged by the Southold Town Code. Co-location of telecommunication antennas are needed and will enhance efficiency with expanded coverage. Alternate sites for the tower, to obviate the need for a variance, is not available on this property without a variance. (2) No evidence has been submitted to show that the additional 10 ft. will produce an undesirable change in the character of the neighborhood or detriment to nearby properties. (3) There is no evidence that grant of the requested variance will have an adverse effect or impact on physical or environmental conditions. (4) Grant of the requested variance is the minimum action necessary and adequate to enable applicant to co-locate with others for communications purposes, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. (5) The use will not prevent the orderly and reasonable use of properties in adjacent Zone Districts. The property contains a 100 ft. tall wireless telecommunications tower, and the new tower is a Tpaqe-2'-December 7, 2000 App.. No. 4L62: 1000-108-4-11.3(Sprint) Southold Town Board of Appeals replacement, with an additional 10 feet in height. (6) The variance requested is not substantial. RESOLUTION/ACTION: On motion by Member Tortora, seconded by Member Collins, it was RESOLVED, to GRANT the application, as applied for, subject to the following CONDITIONS: 1. That a fully operational light be placed at the top, and continuously used and maintained (for aircraft visibility purposes (to and from the Mattituck Air Base); 2. That only one monopole structure or tower may exist on the property. VOTE OF THE BOARD: AYES: MEMBERS GOE ER, TO RA, LLINS, and HORNING. This Resolution was duly adopted (4-0). GERARD P. GOEHRIN "ER CHAIRMAN 12/2-0/00 a7,2- M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ �INAL [ ] FIREPLACE 8 CHIMNEY REMARKS: 4T- rn on) DATE l INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS Aj axx=zsxxaxxssxmxaaaxxax - xaxax ai saa=s ssxsa-ax-aaa=asxszx xassaaaaxsxssx==sxaxxxxxaa FOUNDATION ( 1 ) II I� e/AAI Ci✓ ! a II C7 CA FOUNDATION (2ND) I n -------------------------------- II If I — ROUGH FRAME If PLUMBING if I N I � -- asxaxxaaxxsxs�ax�xxaaem�x��x=a�ss�.ssxaa----aaaarxaxass==aaxssxaassaxxxsxaxxxaaasxx- I''! U Ns INSULATION PER N. Y. H STATE ENERGY j CODE !I If 1 N u—_—_-0 ssa-- sxaxsaa----xsaxa�xxxa�maaa�,,+-��----------aaxss-/--a--amaxxsasssxxssxsxsxaasxxx--x I N H S If IfI u FINAL II :saaaaasaxxxasxasxaxxxxxxiFs:aax=--� -x as xxa ax xa=a �Fsaaa aaxaa _ ADDtW0NAL COMMENTS: �!� �=z�ml�s�sxazxxsxsxa- - - --xxxxaaa+^---xaxxxxaxx xs sas aassxax _rAJAJ CA N 4 0 1 ~ O zN ro H PAPAY ENGINEERING & CONSTRUCTIONS INC. 100 HILLTOP ROAD,RAMSEY,NJ 07446 201-934-2828 FAx: 201-934-1181 May 7, 2001 "JAY I A Ili Mr. John M. ]3oufis, Building Inspector...,_ Southold Town Hall � u r 3 53095 Main Road ,rILD P O Box 1179 Southold, NY 11971-1179 RE: Construction Permit#27216Z Sprint Monopole Foundation, Mattituck WO 1239 CON Dear Mr. Boufis: With respect to the above site, the enclosed are our observations and documentation concerning the construction of the monopole foundation on April 24, 2001. 1. Inspection report 2. A set of inspection photographs 3. A set of the concrete delivery slips (5000 psi concrete was utilized; tower manufacturer called for 3000 psi) 4. A copy of All Island Testing Assoc., Inc. ultimate strength test of the concrete. The test resulted in a 2653 psi @ 7 days As a result, we can verify that the work done and materials utilized were according to plan and generally accepted industry standards. The work is here-by deemed acceptable. Should you have any questions, comments or require additional information, please don't hesitate to call. Sincerely, DE NEW YO R 51 Q�,�ER E. 4 c ci Rp PROFESS��A� Peter E. Papay NY Professional Engineer#64690 M-1802 BUILDING DEPT. *SPECTION [ ] OUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ J FIREPLACE & CHIMNEY REMARKS: cy oor ,DATE V'� Ieepl INSPECT LETTER OF AUTHORIZATION for ZONING and TESTING PURPOSES Municipality: Town of Southold William J Baxter,-Jr., Patricia Baxter, Robert A Goeller,Jr, and Jane P Goeller , the Owners of 415 Elijah's Lane, Mattituck, NY 11952 (the "Property"), does hereby appoint SPRINT SPECTRUM L.P. ("Sprint") and its employees, agents and contractors, as Owner's agent for the purpose of filing and completing any application necessary for constructing or installing on the Property, such antennas, support structures and related equipment as Sprint may require for its commercial mobile radio system. Owner further agrees that Sprint and its employees, agents and contractors, shall have such access to the Property as Sprint may require for evaluating environmental, radio coverage, and other conditions at, on or below the Property. Sprint shall be responsible for all costs,fees and expenses incurred in securing any approval, or in connection with any testing. Assessor's Parcel Number: District 1000 Section 109 Block 4 Lot 11.3 Property Owner: Authorized Agent: William-1. Baxter Jr., SPRINT SPECTRUM L.P. —�&, � A By: Name: �.v(Cc- Title: LLTitle: Authorized Signatory Signed and Sworn to before me this day of /Zoo0 o.PaY"" P� 00MM18610N NUMBER -+ a CC900796 MY COMMISSION E)FIRES � �OFV-e JAN.242004 Notary Public FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE; Max 31, 2000 TO Sprint Spectrum L.P. A/C Baxter(Attn D. Mueller) 1 International Blvd Mahwah NJ 07495 Please take notice that your application dated Max 4, 2000 For permit to construct wireless communication tower and accessory structures at Location of property 415 Eli-ahs La Mattituck County Tax Map No. 1000- Section 108 Block 4 Lot 11.3 Subdivision Filed Map# Lot# Is returned herewith and disapproved on the following grounds proposed project to remove existing 100 foot tower and construct a 110 foot tower not permitted pursuant to Article XVI Section 100- 162B.3 which states; Wireless communication facilities on telecommunications towers are a permitted use, but shall not project higher than 20 feet above the average height of buildings (excluding signs, fences and walls) within 300 feet of the facility, or, if there are no buildings within 300 feet, these facilities shall not project higher than 20 feet above the average tree canopy height in that radius measured from around level If there are no buildings within 300 feet of the proposed facility site, all telecommunication towers shall be surrounded by dense tree growth to screen views of the facility in all directions. These trees may be existing on the subject property or planted on site. The base of the tower shall be located at least 100 feet from the nearest dwelling unit and 300 feet from any landmark property or district listed by federal, state or town agencies. • Height of proposed construction exceeds 20 feet in height above existing structures within 300 feet of the facility Note: Planning Board Approval Required -� 'Q,J�----------- A Authorize S gnature d BOARD OF HEALTH AY 4 M _ 2000 FORM NO. 1 3 SETS OF PLANS . . . . . . . . . . . . . . . TOWN OF SOUTHOLD SURVEY . . BUILDING DEPARTMENT CHECK Tiyv�a Us SCJ'IHOLD TOWN HALL SEPTIC FORM . . . . . . . . . . . . . . . . . . . SOUTHOLD, N.Y. 11971 TEL: 765-1802 NOTIFY: LA � Qir CALL . . 0!�. . 6.d. . .. . Examined...... . ......., 19.... MAIL TO: . . . . . . . . . . . . . . . . . . . . Approved... a-� �....., 4 Permit No.Z 7 a 1.6. ................................... Disapproved a/c ............................... ................................... •(Building.Tnspec ._). ...... APPLICATION FOR BUILDING PERMIT INSTRUCTIONS a. 'Ibis application must be completely filled in by typewriter or in ink and submitted to the Building Inspector wit 3 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 giving a detailed description of layout of property must be drawn on the diagram which is part of this application. 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 «ill issue a Building Permit to the applicant. Such permit shall be.kept on the p�r6aises available for inspectioti thraugtmt the work. e. No building shall be occupied or used in whole or in part'for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. , 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 lai!i ordinances, building code, code regulations, and to admit authorized inspectors on premises and iildi esi s.S ctr F. .. ... .. . ..... ..... (Signature of 1� t, or•naae, if a co ration) �f��„R,s�vf✓��e�-s,nr� bne,lpi=e:rnciiijo qI.B1yd.,3.Rgbwah,,I4.W495.. (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Lessee ... ............................................ ..................................................... ...... Name of owner of premises .William, J. Baxter=,Jr;,and,Jane, P:.Goeller ....., .. ........ ............... (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. N/A ......................................................... (Name and title of corporate officer) Builders License No. ......................... Plumbers License No. ......................... Electricians License No. Other Trade's License No. .................... I. Location of land on which proposed work will be done.............................................................. 415,,,,,,,,,,,,,, E1 i jah's Lane Mattituck/Cutchogue .................... .................................................................... House Number Street Hamlet County Tax Map No. 1000 Section ...108 ......... Block ...4... ..... Lot .. 1 1:3,. ....... Subdivision ...................................... Filed Map No. ............... L.ot ............... (Nance) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Publ i c Utility (Telecommunications). and, accessory buildings ............................................. ................... b. Inteu,ded use and occupancy .Public Utility (Telecommunications) and related equi equipment cabinets. ......................................................... .. ...... .. .. .. ......,�..... ..r,. w. �.. .. rte... .. ............ ..a...... „r 4.'-•. _ _ .. .�____ 3. Nature of work (d)eck uhidh applicable): New Building .......... Addition Altexa i Repair �.. lith Other rk step f ace exi s i r�g"7'116'"mon6pol e W1 th Iiew�i1b� monopol e;�'repl'ace afODexi s°'i ng antennas, afi x nine' a�d�i't>jdni1't "P�`I'ess telecommunication antennas; and install related equipment cabinets. r p 'On at base of pole. 4. Estimated Cost fee ... .......................................... (to be paid on filing this application) 5. If duelling, number of dwelling twits ...W...... timber of dwelling units on each floor ................ If garage, ruiber of cars ...NSA............................... Public uti 1 i t See 6. If business, commercial or mixed occupancy/100 if qQ nature an extent of each type of useQAQ$ti.Qn.JNQr.. r... 7.. Dimensions of existing structures, if any: Front. V............ Rear ..12.'.......... Deptli ..42............ Height ....10.................. Number of Stories .1.. and. 7'3" x 11'3"x 10' hi gh, one-story equippment/ Dimensions of same structure with alterations or additions: Dont .�7K........ Rear ............... Shed tel! Depth .................... Height .................... Number of Stories ............... 8. Dimensions of entire new construction: 1?416iSgLjQ'.mQvppQ)l'. U* .. .. ...... . ........... llei64ht ......................... Number of Stories ..................... 9. Size of tot: Front .19715Q, Rear ..1Q1.-.47............ Depth ..475;60I.......... 101. Date of Purdiase ..05/01761„_,,.... Name of Former Owner .. Pr9;g9.'.Inc......................... IL Zone or use district in which premises are situated .4jm1,1iQd,Bur l,rieSs„Di Strl Ct Sec. lbb-1G2�;'�od=i�3' 12. Does proposed construction violate arty zoning law, ordinance or regulation: BUlk.Schedule..for..BusinS �isSiricts 13. Will lot be regraded .................... Will excess fill be removed from premises: YES )iff1X NY 14. Nares of owner of premises Will i am J..6axter,Jr. Address 2266 Palmer Ave.,.New RochelleMone No ... *jane 0”G e1"1'er '�• 61'rcli Latie,p6reenwiW;'CT'' Name of Ardhitect P&PM.Eng1nfPring&QA.11$truGt .QnAidress c. 1amseyl l u�.�ersey"""" No.201.-93.4.-2828 Name of Contractor .To,be, determined......... . Address ...............................Phone No. .............. 15. Is this property within 300 feet of a tidal wetland? * YES .......... NO .X....... *IF YES, SOUIlii)<.D M%N TRllS1MS l'MT MAY BE RnnRED. PLOT DIAGRAM locate clearly and distinctly all buildings, whether,existing or proposed, and indicate all set-back dimensions ran property lines. Give street and block rnnber or description according to deed, and show street names and indicate hether interior or corner lot. See Plans y /N-EW JERSEY rn.lr; or , SS mry Or ..DERGER............. .....Don Mueller......................................being duly sworn, deposes and says khat he is the applicant V,-nw of inclividiial signing rontract) x)ve named, w R Director, Site Development N.E. for Sprint Spectrum L.P. , applicant, isthe ...............................:................................................................... (Contractor, agent, corporate officer, etc.) YXftIdIyjowtxw, t% and is duly authorized to perform or have performed the said work and to make and file this pplication; that all statements contained in this application are true to the best of his knowledge and'b6l.ief; and hat the work will be performed in the manner set forth in the application filed therewith. worn to rbc e me this �J J.IJf l-4- ..I. da o 1. .'�.. S pr i S . Notary Public A ERINE FI SKING . ....... ... Notary Public,State of New Jwesy (Signature of Appl i.cant) No.2236400 /� My Commission Expires M`1664�Q December 30,2004 ��araC .r> #✓�E�oo -+r NE :3Ml. a �as �! Elf= PAPAY ENGINEERING k CONSTRUCTION, INC. ® 100 HILLTOP ROAD, RpwISEY, NJ 07446 201-934-2828 ■ /esot" rint ectrrimpo . .... e 1 nt Sprint Spectrum L.P. SPRINT IMPLEMENTATION: AMY NOLLER Crossroads Corporate Center International Blvd., Ste. 800 201 684-4009 1 Mahwah, New Jersey 07495 Phone: (201) 512-4700 VERIZON: JOHN GOMEZ Fax: 1) 512-4713 (917) 750- 1454 0 AT&T WIRELESS CQLOCATION: ALEX DEFRANCIS ° N A �V_, (201 ) 576-2255 POWER: KEYSPAN - BOB DELANEY I F, ��/'r�17W1re��SS (FILE: 65339040) (631 ) 548-7043 ��r _ APPROVED BY 60 HERRICKS ROAD MINEOLA, NY 11501 TELCO: CONRAD HOENIGb. PLANNING BOARD (516) 294-1090 (631 ) 687-8522CTOWN OF 501.11;1.10LD y- PROJECT NUMBER SWITCH: (516) 827-2800 DATE, FEB 12 off° 1239 C SITE: WILLIAM BAXTER J.D.P. (561 ) 225-4492 P.E.P. A/E: PETER PAPAY NO DAT IssuE (201 ) 934-2828 SITE NUMBER: NY33XC688/958283 0 07/12/00 APPROVAL PROJECT CONTACTS SITE ADDRESS: ELIJAH'S LANE & ROUTE 25 SOUTHOLD, NY OWNER: WILLIAM J• BAXTER, JR. 1030 E. PUTNAM AVENUE GREENWICH, CT 06830 ws ..- CO-APPLICANTS: - 3z • SPRINT SPECTRUM L.P. ¢2�� rr '� - p. _ c �•`• 110 CROSSROADS CORPORATE CENTER 1 of (l ( ' \ °- ° MAj�- •.„• .i ,�.;, I � Y ' J� 9 #igh ,,BM x I I . SHEET h�.,: _ - 1 INTERNATIONAL BLVD., STE. 800 DESCRIPTION REVISION .. N . i `" MAHWAH NJ 07495 NUMBER DATE APPROVALS .. a 'y ;. .� \• - r rratooka� x --' - 15 z� T- 1 TITLE SHEET 07 •.` - '•' - NYSMSA LIMITED PARTNERSHIP PROJECT MANAGER: p `� ` •1✓g ,�'�;.,•• �� ;s' - �' k ATE: ��`, ^� - _ ,i• ,, \'.. r r: = � -�; S- 1 SITE PLAN '-- :.✓ DBA: VERIZON WIRELESS D NOTES 07 12/00 SPRINT REP: DATE: `.' J M• �`'� NO 6 ✓ o. °"f';t' FKA: BELL ATLANTIC MOBILE ! . VERIZON REP: 3: = .�`•• 5; 60 HERRICKS ROAD S- 1A KEY MAP DATE 1, :i=00 MINEOLA NY 11501 • �'-- \ ;Airport / ,,:.Marratoc j'� -�' - `,. , ,� ': � .•�' a. :••t-�r„J�r_ Q.`: 1ao ��/\};;, �/9 Ya:N�„-°•\� =N , S_ COMPOUND PLAN ELEVATION AND DETAILS S' "" EPoin4 LEGAL DESCRIPTION: MATTITUC 't-uv \ Q' X30;. °” � •" ';�.A- �\ `�y \.\` "• •? BEING ALL THAT CERTAIN TRACT OR PARC S-3 ��' •="� - ✓' �� r' •-- - �'"�=��F-��°��4-~� EL OF LAND AND PREMISES DETAILS SH NUMBER; AL1✓ _ ,z a— y _ •u . u. 2 . 07 1 ao s. , m , _n •L.._' sT z IN THE STATE T k ?• ATE OF NEW YORK IN THE COUNTY OF SUFFOLK AND G�¢. .�a r.� • :z , -,o + .., : _, y . — NY33XC688/955283 = : ..• Q SOUTH BLOCK 4 SE' 108, TOWN OLD KNOWN AS LOT 11 .3 IN S 4 DETAILS - •2$- -., O�.• •�,. +"� _,Fr r Ds k> .�s'rp 1F �. 6 - 0 7 1 ,� ' DISTRICT 1000. 2 00 � ,��; i .: � ^.� --•----.... O- a\\\\ .' - ,'Y .{ -Y ., 4 y yse t b kr`L' 1, "+ f 6 :., s�5 � • ELIJAH S LANE &c RT 25 :* •-- � .. , � � , ��b4^ SOUTHOLD NY �: =�_... -;�h,�*.- •'.-.`>d•'\_�'-`'• I7S4,riCrdP'B.ePa„r°)c -x''w+\�8hh.",' E,`,.-,xy'•tia'!^h�s,a sam.Gi7naye niw%'yx?.rw.°e;';y'ry',wen.i„'•''h•^.�ya°-,Rj';4t;,;w*.�yi;',"•` a-�- —^br .ri,`t'rox:r.iphIF/ �. COORDINATES ( ,NAD 83): LATITUDE: 40° 59' 57.9" LONGITUDE: 72 30 39.2 " BLocctELEVATION: 30' AMSLt0C,= DIST, 1000, SEC. 108 �� ' ' '' CURRENT ZONIIWG: LB - LIMITED BUSINESS \C "'k•• ryt� ` Uia ,.. . . xy.r \ BLOCK 4, LOT 11 .3 T 4 VICINITY MAP SCALE: 1 "=2oaa' PROJECT SUMMARY SHEET INDEX AUG 31 2000 ry a; -odTIO TITLE SHEET APAY Q� ER E. Aq q�Ir A UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT ISG�FysFo /Vo, 064, A VIOLATION OF SECTION 7209 p"WESS10 OF THE NEW YORK STATE EDUCATION LAW. NX, PROFESSIONAL ENGINEER NO, 06090 EXISTING UTILITY GENERAL CQINSTRUMON NOTES POLE (TYP.) 1. HE PROPOSED FACILITY IS UN-MANNED AND VISITED APPROXIMATELY ONCE A MONTH J FOR ROUTINE MAINTENANCE. THEREFORE, POTABLE WATER, GAS AND SANITARY SEWER SERVICES ARE NOT REQUIRED NCR PROPOSED, NO SOLID WASTE IS GENERATED. ANTENNA SCHEDULE (ALL CARRIERS) C / \s �? 2. THE SITE AREA IS E INCREASE IN IN TOPOGRAPHY. THE INCREASE IN STORM WATER ,>� / RUNOFF DUE TO THE INCREASE IN IMPERVIOUS AREA IS INSIGNIFICANT. EXISTING CONNELLY & MASTON J / f�' ` DRAINAGE PATTERNS WILL NOT BE ALTERED. THEREFORE, NEW DRAINAGE STRUCTURES ELEVATION AND QUANTITY OF ANTENNAS f' \7 , l �/ ARE NOT PROPOSED. RE-GRADING IS NOT PROPOSED. CARRIER ANTENNA MODEL AND STATUS REFERENCE SECTORS PER SECTOR AZIMUTHS COMMENTS 535 ELIJAH'S LANE �;�' '��y / v-9 F 3. SITE PLAN INFORMATION SHOWN HEREON IS TAKEN FROM A DRAWING ENTITLED MATTITUCK, NY 11952 J� (`i "TOPOGRAPHIC SURVEY OF PROPERTY IN MATTITUCK, TOWN OF SOUTHOLD, N.Y." SPRINT DB980H9OT2EM (PROPOSED) 110' (TOPS} 3 3 340, 110, 230 GPS UNIT AT 110 �.' \� / V PREPARED BY CARMAN-DUNNE P.C., LYNBROOK, NY, DATED AUGUST 13, 1999. CURRENTLY THREE ANTENNAS EXIST PER J�/` �\ / o� 4_ ADDITIONAL SIGNS ARE NOT PROPOSED. AT&T WIRELESS SERVICES ALP 11011-N (EXISTING) 98° (CENTERLINE) 3 4 50 150 240 F` ' SECTOR. FOUR ARE PROPOSED PER SECTOR. 5. ADDTTIONAL PLANTINGS ARE NOT PROPOSED, EXISTING WHIPS ON EXISTING POLE TO BE NEXTEL SOUR-08-09011-OD (PROPOSED) 90 (TOPS) 3 4 30, 150, 270 REPLACED WITH PANEL ANTENNAS SHOWN HERE ^ \ �� 6. Two, TWO-LAMP, PHOTOCELL & NOTION-DETECTOR CONTROLLED, TIME-LIMITED LIGHT VERIZON WIRELESS ALP9011E (PROPOSED) 80' (TOPS) 3 4 102, 222, 342 GPS UNIT AT SHELTER ROOF �� -i J/ �, \� FIXTURES ARE PROPOSED TO OPERATE FROM DUSK TO DAWN, BY THE DETECTION OF PAPAY ENGINEERING & CONSTRUCTION, INC. J( / MOVEMENT, ONE NEAR THE SPRINT EQUIPMENT, AND ONE ON THE VERIZON EQUIPMENT 100HILLTOEY,P ROAD, RAMISNJ 07446 MOUNTED TIGHT TO POLE USING TRI-BRACKET J % ?S, SHELTER 201-934-2828 OMNIPOINT EMS RR90-17-OODP (EXISTING) 65' (TOPS) 3 1 30, 150, 270 ASSEMBLIES AND TRI-SECTOR ASSEMBLIES �f./ S •i / 7. SPRINT AND VERIZON WILL ACCESS THE COMPOUND BY AGREEMENT. NO NEW RIGHTS OF WAY OR EASEMENTS ARE PROPOSED. 8. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTUNE OLY UNLESS OTHERWISE NOTED. THE MATERIALS, EQUIPMENT, APPURTENANCES, LABORWORK P AND TEMPORARY ORARY MSRUDEASURES NECESSARY J'/ / •i `,` TO EFFECT ALL INSTALLATIONS AS INDICATED ON THE CONTRACT DOCUMENTS. 9. PRIOR TO THE SUBMISSION OF A BID, HE CONTRACTOR SHALL VISIT THE PROJECT SITE AND FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING HE GENERAL CONSTRUCTION AND INSTALLATION OF ALL PROPOSED MATERIALS AND EQUIPMENT AND REMOVAL/ �J true ROLITION OF TH COST OFSTING SUCH(TEMS SHOWN. THE CONDITIONS. CONTRACTORTOR SHALL BE MAKE PROVISIONS n t FOR RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND (approx.) k,`�/ DIMENSIONS. SUBMISSION OF A BID BY THE CONTRACTOR GUARANTEES THAT ALL WORK MAY BE ACCOMPLISHED AS DEPICTED ON THE CONITRACT DOCUMENTS. Sprint Spectrum L.P. pn 340' �� `\ �� 10, DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING Crossroads Corporate Center BETWEEN EQUIPMENT IS REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD 1 International Blvd., Ste. 800 / \ VERIFY ALL DIMENSIONS. SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, EXISTING CONDITIONS OR DESIGN INTENT, THE CONTRACTOR SHALL BE Mahwah, New Jersey 074,95 RESPONSIBLE FOR OBTAINING WRITTEN CLARIFICATION FROM THE CONSTRUCTION MANAGER Phone: (201) 512-4700 110' 4.6' PRIOR TO PROCEEDING WITH THE WORK. Fax: (2 01) 512-4713 Gp SG / 11. HE CONTRACTORSHALL OBTAIN ALL CLARIFICATIONS AND AUTHORIZATIONS IN WRITING BEFORE STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED OR IDENTIFIED 230" \4� ,f `� BY THE CONTRACT DOCUMENTS. SPRINT ORIENTATION �P'� /� o� EXIST. UTILITY 12. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS '01 �q s� POLE / �, INSTRUCTIONS, UNLESS SPECIFICALLY OTHERWISE INDICATED R WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. � HUNTER �'f 0, -1 \ 13. HE CONTRACTOR SHALL NOTIFY HE CONSTRUCTION MANAGER OF ALL PRODUCTS OR true 55 SUNDANCE DRIVE Ory ��P\� GP�-I� 17 UNDERGROUND � � / � ITEMS NOTED AS "EXISTING" WHICH ARE NOT FOUND TO BE IN THE FIELD, GunuTTEs �/ // / 14. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCEES, approx. \ COS Cop, CT 06807-1809 S�d �� WITH ALL APPLICABLE CODREGULATIONS AND ORDINANCES HAVING JURISDICTION. wireless \\J �S � �j�' / /.' CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, 3.42 \ / ��yS��,0 6/ RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY BEARING ON . 60 HERRICKS ROAD HE PERFORMANCE AND EXECUTION OF THE WORK. ELECTRICAL SYSTEMS SHALL BE LIMIT OF �P �`'� /�' INSTALLED IN ACCORDANCE WITH ALL APPUCABLE MUNICIPAL AND STATE JURISDICTIONAL M I N EO LA, NY 11501 \ Vft1" �� / CODES, THE NATIONAL ELECTRIC CODE, AND UTILITY COMPANY SPECIFICATIONS. (51 6) 294-1090/ CLEARING Fes. �� A !.�j j` EXIST. LIPA ` / �5 NDERGROUND 15. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL CITY, STATE AND 102' ^� 6/2 % t+� SPLICE BOX O.S.H.A. SAFETY REQUIREMENTS. / �\�S� �</ �� 16. ALL ITEMS REQUIRING INSPECTION SHALL BE INSPECTED AND APPROVED PRIOR TO PROJECT NUMBER > ' C / CONCEALMENT OF SUCH ITEMS. 1239 222" \� `� / 17, DURING THE COURSE OF'HE WORK, THE PROPERTY OWNER($), HIS EMPLOYEES, DRAWNBYy VERIZON ORIENTATION c� �� *�/ `l ,�Ot� �1 �� ,/� / � �9 `f USE HE FACILITY AND TENANTS ESDTVISITORS SHALL CON11NUE TO OCCUPY SHALL SCHEDULE AND � ��y' � / (2 oil COORDINATE THE WORK ACCORDINGLY. J.D.P 18. HE DESIGN, SPECIFICATION, PERFORMANCE AND INSTALLATION OF RADIO EQUIPMENTi-mad-WEn Sy A; S WITHIN HE EQUIPMENT ROOM ARE THE RESPONSIBILITY OF OTHERS, THE CONTRACTOR X \��GS / \PRS ;/+ / r� o�AT AS TTL MAY RELATE TO RADIO EQUIPMENTBE SPONBLE FOR COORD (AND NG (OTHER PORTIONS OF WORK WITH THEORK F WOR OTHERS P.E.P. x Off' r pati ;/ / hj`� �p WHICH ARE PERFORMED BY OTHERS, A NEIGHLEY ,r' + x c� ^' �.� �4 4R�_ 6�ti / 19. SEAL ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES WITH U.L. LISTED AND FIRE 27 CASE AVENUE / - �% CODE APPROVED MATERIALS. ALL EXTERIOR PENETRATIONS SHALL BE WEATHERPROOF. 0 07/12/00 APPROVAL PATCHOGUE, NY 11772 / � � �,0� � ro.�t/ ,'/ 20. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE Se�P;�G AD^O ,*\S�\� / �j��I' BE N CQLUIDED AS PART 0 RED TO SUIT B HE DIMEWORKNS OR CONDITIONS. SUCH MODIFICATIONS SHALL �,/ 21. THE CONTRACTOR SHALL MAKE ALL NECESSARY PROVISIONS TO PROTECT ALL EXISTING COMPOUND/^1\ �� r�� r� / / AREAS OF THE PROJECT SITE FROM DAMAGE MADE BY THE HANDLING OF MATERIALS, PLAN �M> �� T�'�r \�\,✓�� ./� O� EQUIPENT, TLS AND y WORK. ALL EFOFOECTED AREA SSAHAL LBET RESTORED TO I HEIR ORIGINAL SCO DTIO�ITION OF HE UPON COMPLETION OF THE WORK. ' O 22. KEEP PROJECT AREA CLEAN AND HAZARD FREE THROUGHOUT THE DURATION OF THE / Q 0 3 T Oco / WORK. DISPOSE OF ALL DEBRIS, RUBBISH, EOUIPMENT REMOVED AND NOT SPECIFIED / / �^ �lb /' TO REMAIN ON THE PROPERTY OF THE OWNER. LEAVE PREMISES IN A FIRST CLASS �p� `L O ^• CLEAN CONDITION, FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. REPAIR AND PAINT ALL EXISTING SURFACES THAT HAVE BEEN DAMAGED OR OTHERWISE EFFECTED BY THE WORK SUCH THAT THEY BLEND WITH ADJACENT SURFACES. �C, 23. HE CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING AS REQUIRED TO EXISTING 1 STORY '� O PROVIDE ACCESS FOR THE INSTALLATION OF VARIOUS PARTS OF THE WORK. ALL BLOCK TELECOM 1; \\CHOLES IN MASONRY OR CONCRETE SURFACES SHALL BE CORE-DRILLED OR SAW-CUT. %/ + BUILDING TO REMAIN /'`/ �O ALL CUTS SHALL BE LOCATED AND EXECUTED SUCH THAT THE STRUCTURAL INTEGRITY69 "oo, �y c OF THE SURFACE IS NOT COMPROMISED. APPROVALS �^ 24. 00 NOT DEVIATE FROM MANUFACTURERS LISTED WITHIN THE CONTRACT DOCUMENTS, / o�� , . UNLEFOR SS UNAVAILABLE, BLE, OBTAIN PRIOR APPROVAL FROM CONSTRUCTION MANAGER PROJECT MANAGER; DATE: EXISTING 1 STORY � %/ 25HE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST SPRINT REP: DATE: D AGGREGATE TELECOM /% CONSTRUCTION SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY BUILDING TO REMAIN �O RESPONSIBLE AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, • / / �• TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS VERIZON REP; DATE: OF THE WORK UNDER CONTRACT, UNLESS CONTRACT DOCUMENTS GIVE OTHER �P�\ ,/� i• SPECIFIC INSTRUCTIONS CONCERNING CERTAIN MATTERS. 26. DELIVER ALL MAINTENANCE AND INSTRUCTION MANUALS AND SPARE PARTS TO THE CONSTRUCTION MANAGER. SITE NAME; 27. ALL MATERIALS AND WORKMANSHIP PROVIDED UNDER THIS CONTRACT SHALL BE MATTITUCK GUARANTEED TO BE FREE FROM DEFECTS FOR A PERIOD OF ONE YEAR AFTER SUBSTANTIAL COMPLETION, OR LONGER IF OFFERED BY EQUIPMENT MANUFACTURERS OR REQUIRED ELSEWHERE WITHIN HE CONTRACT DOCUMENTS, ANY DEFICIENCIES THAT SITE NUMBEIc BECOME EVIDENT DURING THE GUARANTEE PERIOD SHALL BE CORRECTED TO THE N Y3 3 C 6 8 8/9 5 8 2 8 3 SATISFACTION OF THE CONSTRUCTION MANAGER AT HE CONTRACTOR'S EXPENSE. ALL EXISTING ROOF OR OTHER BUILDING WARRANTIES SHALL REMAIN IN EFFECT AND BULK REQUIREMENTS INTACT DURING THE COURSE OF THE WORK. HE CONTRACTOR SHALL COORDINATE WITH SAID GUARANTOR(S) SUCH THAT THOSE WARRANTIES ARE MAINTAINED. SITE ADDRESS: ZONING DISTRICT: LB - LIMITED BUSINESS 28. LOCATE AND MARK-OUT ALL UNDERGROUND UTILITIES AND STRUCTURES THROUGH THE ELIJAH S LAN E & RT 25 \� 'loll, USE OF A UTILITY LOCATING SERVICE PRIOR TO ANY EXCAVATION WORK. HAND DIG IN �!\ %� �\L PERMITTEDe OR AREAS OF EXISTING UTILITIES AND/OR STRUCTURES. ��0� LOT 11'3' M 4, SECT' 1Q8, DISE' 100q REQUIRED EXISTING PROPOSED 29. THIS SET OF PLANS SHALL NOT BE USED FOR CONSTRUCTION UNTIL IT HAS BEEN `��UTH 0 L,D, NY MIN, LOT AREA 5Q. FT. DEPICTED AS SUCH IN THE ISSUE BLOCK. ( ) 80,000 80,507 NO CHANGE BLOCK & 30. ALL WORK SHALL COMPLY WITH NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION \, WILLIAM J. BAXTER, J . MSN. LOT WIDTH (FEET} 175 197,5 NO CHANGE CODE. DIST. 10�}n SEC 108 1030 EAST PUTNAM AVENUE MIIN LOT DEPTH (FEET) 250 474,2 NO CHANGE v BLOCK 4, LOT 11 .3 GREENWICH, CT 06830 �N RdP ODDON \�, ! WN. FRONT YARD (FEET) 100 76.2 NO CHANGE 315 RACHELS ROAD , j MIN, SIDE YARD, ONE 60TH 20 45 4.6 59,4 NO CHANGE S - MATTITUCK, NY 11952 p , /; ONE/801H f / MIN. REAR YARD (FEET) 75 231 NO CHANGE D` SITE PLAN LANDSCAPE AREA (3:) 35 >54 -2.16 TFTLIE SCALE; 1 20 LOT COVERAGE ( ) 20 12.6 +.6 MAX, BUILDING HEIGHT (FEET) 35 100 110 GRAPIHIC SCALE r SITE PLAN AND NOTES / / 20 0 10 20 40 80 PETER E. PAPAY LEGENDof NEW y TW FEET 1 moth 20 it.� LIGHT LINES DENOTE EXISTING CONDITIONS �� E p�A9� � Q MIRET NUMBER HEAVY LINES DENOTE PROPOSED CONDITIONS HILLIARD & GONZALEZ UNAUTHORIZED ALTERATION OR .`,.. P.O. BOX 248 —E— POWER WIRING ADDITION TO THIS DOCUMENT IS ° NEW SUFFOLK, NY 11956 \ —T— TELEPHONE WIRINGA VIOLATION OF SECTION 7209 %F ��. C6 �''P - EXISTING OVERHEAD UTILITIES OF THE NEW YORK STATE —31— EXISTING CONTOUR EDUCATION LAW. S - 1 N.Y. PROFESSIONAL ENGINEER NO. 064690 N true FAA OBSTRUCTION MARKING DETERMINATION IS (approx.) PENDING, CONTACT SPRINT FOR FAA OBSTRUCTION GATE /3\ A MARKING AND FAILURE MONITORING REQUIREMENTS. 806 SPRINT GPS EXISTING TREE TO BE REMOVED 340' S— --------- WAVEGUIDE- EXIS FOR 3) FAA STROBE AND UNIT ® 110' I AS MF'D BYMICROFLECT(TYPDEL 8501 MARKER LIGHTS 0000- /2\SPRINT PANEL ANTENNA 100 WAVEGUIDE CHANNEL TO 12' X 30' VERIZON I PIPE HEAD JUMPER EQUIPMENT SHELTER5 PROVIDE SURFACE TREATMENT 110't S- (�'. FOR 9, 6 SHOWN) +i� V-4 WITHIN COMPOUND EXTENSION 11.0' COAXIAL PIPE HEAD MODEL 8509 AS AND 1'-0'" BEYOND 230• RELATE (9) AT&T ANTENNAS, INSTALLW/ SNI �5 I o MF'b BY MICROFLECT ' HANGERS (lYP) PIPE SPRINT ORIENTATION 98'f (1) NEW ANTENNA PER SECTOR. MAINTAIN 3"0 STD WT 4 UNDERGROUND UTILITIES -� 4' HORIZONTAL SEPARATION o TRAPEZE 0 4'-0' 0/C I (31/2" O.D.) 0 SPRINT PPC CABINET 1 419 �0 �� v5� /, � � _ (SIMILAR) 1�true 90'± 6 NEXTEL PANEL ANTENNA o o I 10, off O/C AND LIGHTING FDf1URE S-3 —3 � \ (approx,) , FOR 12, 8 SHOWN o MIGROFIECT PIPE LEG S— } SUPPORT CLAMP MODEL PAPAY ENGINEERING & CONSTRUCTION, INC. �� BURND TYPE 1 B142 100 HIU30P 201 ROAD. RAMSE d 80't SEE NOTE � MICROFLECT SNAP-IN ��' � 0'� CANOPY OVER13\ �''� ��` 6" MAPLE 342' 3 VERIZON PANEL ANTENNA GAR CLAMP I I N EQUIPMENT _3 / �, ) BOND TO GROUND SZ'Qqr ADAPTER MODEL 81717 �2 _4 (TYP, FOR 12, 8 SHOWN I * * ELECTRIC & RING �"� GRADE / 65 t RELOCATED OMNIPOINT ' '' TELEPHONE AREA 102' ANTENNA (TYP. FOR 3) \�\\�\\�\\/ S */� �� 110' REPLACEMENT \ , : :��'. il• 6 : /�\ \\ ,\ „ *. 22'7 I,� �I � � _ Sprint10 BLACK * �` VERIZON ORIENTATION MONOPOLE. SEE NOTES , / ow AS WALNUT �" SPRINT EQUIPMENT 456 3 EXISTING NEXTEL EQUIPMENT X0 a I; ,y ; 000 PSI X 4 ON CONCRETE _3 _3 SHELTER (BEYOND) \\ I� v �l. ,, / CONCRETE 1( .�pN UNDERGROUND PIERS W/ CANOPY ��o s_ UTUTIEs 1,a /,� Sprint Spectrum L.P. EXISTING OMNIPOINT �. Oa`QO SHELTER AT&TEQUIPMENT' AEXISTING BRIDGE C"�) o �` i ' PEXISTING \ ��. �ICrossroads Cor orate Center G ( ) \ li . ik / 1 International Blvd., Ste. 800 li iMahwah, New Jersey 07495 EQUIPMENT ON EXISTING 7 12 X 30 VEPoZON , " \� � , ( )CONCRETE PAD f ' r 7-0 HIGH CHAIN LINK FENCE \ • <� • / PFaxe 20�1 52247130WAREHOUSE _4 EQUIPMENT SHELTER (TW MATCH EXISTING) � IeI. /� ( )EXIST. UNDERGROUND SPRINT EQUIPMENIi CABLES IN CONDUIT \� GPS ON CONCRETE 456 f MNIPOINT PIERS -3 � f ON CONCRETE \ .�-da' v 7'-O" HIGH CHAIN-LINK 3 \\-O"o FENCE TO MATCH \\ �4 PROVIDE POWER FOR T P� \ 1' '° EXISTING - FAA LIGHTING \ mr �f \ ` '�• �F-r'' T``r�P �� UPA SPLICE BOX SERVICEELECTRIC CONDUITS TO 0 UTILITY POLE A E L EVAT I O N 2 CABLE BRIDGE D ETA I L wireless CABLE BRIDGE 2 P \'\ SCALE: 1"=20' SCALE: NONE 660 ER I NKVS 1ROAOD �� •' ��. ��. � � EXISTING UNDERGROUND TELCO �-2 S-2 (TYP-) _ ' I�S- ��SS��G�S Q,T\T \ \ \ CONDUIT TO UTILITY POLE (516) 294-1090 \ NOTES: 1. SEE SEQUENCE BELOW FOR ANTICIPATED SEQUENCE OF 1.PROVIDE SNAP-IN ADAPTERS AND PIPE LEG MONOPOLE REPLACEMENT EVENTS, SUPPORT CLAMPS AS REQUIRED TO ROUTE PROJECT NUMBER CABLES TO SPRINT EQUIPMENT, 110' REPLACEMENT ` T s/ 2. SEE REPLACEMENT MONOPOLE MANUFACTURERS DRAWINGS FOR 1239 MONOPOLEAPPROXIMATE LOCATION REPLACEMENT MONOPOLE FOUNDATION DRAWINGS AND DETAILS. F UNDERGROUND SPLICE 1 X 1 STAKE 0 5' 0/C \ ��•� � BOX BY BELL ATLANTIC 2 X 6 PRESSURE TREATED J.D.P. LUMBER AT FULL PERIMETER DENSE GRADED AGGREGATE, 19401--mon By EXISTING 100' MONOPOLE EXISTING REMOVED t x x OF NEW SURFACE TREATMENT MATCH EXISTING P.E.P. \ ° EXI°STING 6' HIGH CHAIN LINK MONOPOLE REPLACEMENT SEQUENCE OF EVENTS � � W o o a o Qo 6„ 1 PROVIDE NEW CABLE ENTRY PORT 7 x/ FEMICE W/ 1' OF BARBED WIRE � 0 0� O 0 0� O 0 07/12/ 00 APPROVAL ON BOTH SIDES OF WALL MICROFLECT _ 1. MEET WITH EACH CARRIER ON SITE TO DISCUSS CONSTRUCTION SCHEDULE. MODEL B1118 \ { ��y,�� g / 2. INSTALL NEW MONOPOLE FOUNDATION, REPLACEMENT MONOPOLE, ANTENNA MOUNTS„ GROUNDING ACCESSORIES AND FAA LIGHTING. FIRM UNYIELDING FILTER FABRIC. MIRAFI 50OX 1 f EQ EXISTING WHITE SUBGRADE OR APPROVED EQUAL x/ PINE (TYP.) 3. INSTALL AND GROUND NEW ANTENNAS FOR ALL CARRIERS ON REPLACEMENT MONOPOLE. /\ rj EXISTING RED NEW ANTENNAS SHALL BE IDENTICAL TO THE EXISTING ANTENNAS (EXCEPT NEXTEL). MATCH EXISTING x/ AZIMUTHS AND DOWNTILT ANGLES. NEXTEL ANTENNAS SHALL BE REPLACED AS SHOWN ON THE DRAWINGS. SURFACE TREATMENT D ETAI CEDAR E(TYP.)) S_2 SCALE: NONE 4. INSTALL NEW AND EXTENDED CABLE SUPPORT BRIDGES. .dQIE� 5. INSTALL AND GROUND NEW CABLES FOR ALL CARRIERS AND ANTENNAS. 1. PROVIDE SURFACE TREATMENT WITHIN ENTIRE FENCED NEW CABLES SMALL BE IDENTICAL TO THE EXISTING CABLES FOR MAKE AND SIZE, COMPOUND AND 1'-0" BEYOND, ON ALL SIDES. C O M P O U N D PLAN 6. SWEEP TEST NEW CABLES. S_ SME; 1"=10' CAULK OPENINGS WITH 8195 7. COORDINATE CABLE CHANGEOVER WITH EACH CARRIER, ALUMILASTIC SEALANT GRAPHIC SCALE 8. DISMANTLE AND REMOVE EXISTING CABLES AND ANTENNAS FROM EXISTING MONOPOLE. EXISTING CEILING APPLY "PERMAGUM" B184 SEALING TAPE APPROVALS 10 0 s 10 20 +Q N WALL OPENING BEFORE WAVE-GUIDE PROJECT MANAGER: DATE: 9. DISMANTLE AND REMOVE EXISTING MONOPOLE. ENTRY PORT INSTALLATION --- SPRINT REP; DATE: IN FEET 1 inch = 10 itVERIZON REP: DATE; PROVIDE WAVEGUIDE BOOT & FILTER FABRIC. MIRAFl 500X COORDINATE TERMINATION CUSHIONS (TYP.) POINT OF ANTENNA PROVIDE SEALING CAPS AT UNUSED SITE NAME,, OR APPROVED EQUAL CABLES WITH AT&T OPENINGS (TYP,) MATTITUCK SURFACE 5 MATCH EXISTING SURFACE TREATMENT - TREATMENT IN OTHER AREAS MICROFLECT WAVEGUIDE ENTRY PORT gRE NUMBER: SPROVIDE WARNING MODEL IB1118 (TYP, BOTH SIDES) P RACER TAPE PROVIDE FRAMED OPEN14G IN WALL NY33X C 688/9 582 83 WELDED 1 5/8" O.D. ACCESS 12 -0 @ GATE GATE FRAMES - TYP. ENTER DROP ROD & 2 7/8"O.D, GATE & CORNER POSTS p Qa o O o o Qo o O Q o QOo o FOR ENTRY PORT OR CORE-DRILL o p qo p qo p q p o qo p qo qo ;� SURFACE TREATMENT +, EXISTING WALL. SITE AuoRESs: 1 1/4"0 (1 5/8" O,D,) MUSHROOM SOCKET INTERMEDIATE POSTS 1,90 O.D, (TYP.) o Q �Q gQ�°� QQ �gQ gQ ��( ROUND BAR. SEE DWG. E-3 ELIJAH S LANE & RT 25 SGHCDU BRAE IPE: \� \\ — — — \X,\\ °' S 0 UTH 0 LD NY NPI /� SELECT GRANULAR 1 0 3 STRANDS GAILY. 4 POhfl TOP EDGE BARBED z I=1 1=I I=1 I _I I�1 �� z FILL BARBED WIRE N / _ _ / WICK) NG CABLE _ I —-� �� 0p BLOCK & LOT: TOP HINGE PER MFR. TYP. / I III—I�I=III=1I I—I / DIST. 1000, SEC. 108 " i 11=1 I I;I I I-1 I I�I I I ; C°"� BLOCK 4 LOT U WIRE FABRIC GALV. WOVEN TENSION BANDS 0 14" O/C � /l : 11 .3 m POST 0 8-0 AND TENSNON BAR / 1 " MAX, +1 Lf C, SELECT GRANULAR co BETWEEN POSTS H GROUND CLLAMMPY(TYf�P. Fll1 1/2" CROWN < BOTTOM EIDGE KNUCKLED SEE SURFACE TREATMENT DETAIL 3"� SCHEDULE 40 PVC ELECTRIC 4 s� SCHEDULE 40 PVC TELEPHONE 9 go. TENSION WIRE SERVICE W/ CABLES SERVICE W/ PULL-ROPE AND WIRE SIDE FRONT 7 WAVEGUIDE ENTRY DETAIL z AT BOTTOM GROUND CONNECTION S_2 SCALE,, 1/2"=1 -0" BOTTOM HINGE PER 3/8' DIA, STEEL 4 UNDERGROUND UTILITY TRENCH DETAIL / 6 \NEXTEL ANTENNA ELEVATION COMPOUND PLAN C) MFR. - TYP. AT G DIAGONAL S-2 SCALE: NONE S_2 (12 REQUIRED) SCALE: tn CONC, FOOTING 8" DIA. - TYP, E L EVAT I 0 N AND DETAILS P 1 -0 DLA. 0 CORNER & GATE POSTS 4000 PSI CONCRETE NOTES: MANUFACTURER: ANDREW CORPORATION ER E:. PAPAY 1 �_o / 3\\FENCE & GATE DETAIL 1. PROVIDE 1/4" POLYPROPYLENE PULL ROPE FOR ENTIRE 4. RESTORE ALL SURFACES TO ORIGINAL CONDITION. MODEL: SMR-08-09011-OD 90', 11 dBd PANEL ��Qf �Wtw, TELEPHONE RUN_ 1� _ SCALE: NONE 5. CONDUIT SHALL BE SCHEDULE 80, UV-RESISTANT SHELFT NUMBER S 2. COORDINATE UTILITY RUN WITH EXISTING UNDERGROUND WHERE EXPOSED TO ATMOSPHERE. HEIGHT: 44.9" Q� "� NATES; WIDTH: 10.5" 1. ALL FENCING & RELATED ASSEMBLIES UTILITIES AND STRUCTURES. UTILIZE AN INDEPENDENT SHALL BE GALVANIZED ZING FINISH UTILITY LOCATING SERVICE. DEPTH: 5.0" UNAUTHORIZED ALTERATION OR , WEIGHT: 18.0 Les. ADDITION TO THIS DOCUMENT IS (BARB WIRE-ASTM A121, FABRIC-ASTM 3. REMOVE & HAUL OFF-SITE ALL EXCESS SITE SOIL. A392-84, FRAME WORK-ASTM F669-81, A VIOLATION OF SECTION 7209 �.�, Np 06�6°�° `` - 2 ADHERING TO TABLE II, 1-C.) OF THE NEW YORK STATE `�4s �`' EDUCATION LAW. °PROFEs N.Y. PROFESSIONAL ENGINEER N0. 064690 � ws,/t- & PIER W8,IL6 & PIER SPRINT ANTENNA ,SCHEDULE SPRINT EQUIPMENT DIMENSIONS * 6 EQUAL SPACES = 18'-9 1/2" AT E-CELL MECHANICAL QTY. ANT. QTY ANT, QTY. MASTS QTf. CASES QTY. CABLES WIDTH DEPTH HEIGHT WEIGHT SECTOR , AZIMU HFJGHT QOWNTILT HMg STALL THIS INSTALL THE INSTALL FUTURE CABINET (INCHES) (INCHES) (INCHES) (POUNDS) PPC PIER ALPHA 1 344' 110' ABOVE GRADE 0' BOTTOM DB980H90T2E-M 2 1 3 2 1 BETA 2 1 IT 110 ABOVE GRADE O' BOTTOM DB980H90T2E-M 2 1 3 2 1 POWER PROTECTION CABINET (PPC) 48 20/11 60 250 GAMMA 3 230' 1107 ABOVE GRADE - BOTTOM FURNS90T2E-M 2 1 3 2 1 POWER CABINET (TYPICAL) 31 30 66 1600 C - - - - - PPC PIER GPS - - 110' ABOVE GRADE - - FURNNSHED BY LUCENT , - F - - - - T - - - - 419 HANDHOLES FOR BOLTS N0 _3 PPC CABINET /-ME PROHIBITED 1. ANTENNAS LISTED MAY VARY, DEPENDING ON SYSTEM PERFORMANCE, BATTERY CABINET 31 30 60 2880 W8, Ab & PIER 2. ANTENNA HEIGHTS SHOWN ARE TO TOPS OF ANTENNAS. PRIMARY RADIO CABINET 30 30 60 850 AA _, L - - - -j W8 X 1$ 3/4" X 1/8- 1 3/16" 0/C ANTENNAS COVER ASSY (ACCA) 35 29 14 44 W8 X3/8" W/ GALA. STEEL GRATING W/ GROWTH CABINET TOPICAL (2) 3/4 0 A325 f APAY ENGINEERING & COiVSTRUCTION, INC. ,n ,�, v, ,r,, " STANDARD SADDLE CLIP TS3 x 2 ) 22 30 60 750 100 HILLTOP ROAD, RAMs�, 07446 r r r r `— a 201-934-2828 Xx Xx I W8 TYP Cl 23 8 8 23 4 3/16 NDESIGN * ©N FOOTING 100 MHGWINDD AND UBC � BASED TYP, 1/4 0 0 0 4 4 0 0 0 0 o i i 00 _ _ CLASS 4 SOIL OR BETTER I- - - - - -- " /03/4" W/ (4) 3/4"0 X 16" �PWR TELCO ; Spri {UBC TABLE 18-1A) W8 X 24 THREADED RODS W/ LEVELING PPCco 00 NUTS, GA=9 EACH WAY, 4 WALT. MOUNTED POWER ` + PROJECTION PP LAN PROTECTION CABINET �I I r � 5000 PS1 n t >d I I I a, NON-SHRINK NORTHERN TECHNOLOGIES 1 UPPORT HTING FIXTURE -� L �I B I I I 3 - GROUT 2" CLEAR 4'-0" PART NO, N2101-W01 - 3 I W8 X 24 +1" I I � GRADE a ° 3" 1'-9" 1'-9" 3" Sprint Spectrum L.P. - - - ° ad a "' _ _ 6' 1/4 ' Crossroads Corporate Center W.P, A W8 X 24 +1" W8, & PIER a ' 3 ' TS3 x 2 x 1/4 S WELD 1 International Blvd., Ste. 800 - - - _ ° Mahwah, New Jersey 07495 \ ° a d _ _ri } Phone: (201 ) 512-4704 PCS EQUIPMENT SUPPORT FRAME `- �° � � � Fax: (201) 512-4713 5 3/8" EQUIPMENT °. 11!3 ® 10" 0/C i GRADE LAYOUT ON PIERS I I �� ( � T 2 HOLE FOR 3/0,0 I I ABOVE PROVIDE REMOVABLE; SECTION OF a a I r, , THRU BOLT W 11 f2 d 1/4 DIAMOND PLATTE AT ALL FUTURE a , ppC. I w x I OVERSIZE WASHERS (10) #6 VERT I (TYP. FOR 7 PLACES) i , x 9/16"� X 1 1/4"L 456 D ETAI L EQUIPMENT LOCATIONJS (Il'P,) ° I x /4'22 MOUNTING HOLES S_3 IN TOP FLANGES S_3 SCALE: NONE a 4 . TS3 x 2 x 1/4 I (NOT SHOWN) REIT.L �, W8 3/16Vy wireless . ° � 1'-0" � 1'-0" �L4 x 3 x 1/4 � I � 1 2"0 NOTES �- 1. THIS PLAN IS ROTATED FROM THE COMPOUND PLAN. ° a . a a i i ERECTION VLNT 2. 19' X 7' OPEN GRATING CANOPY ABOVE. •a a `;' `--- ---J AID SEAT '--_ HOLE 60 DERRICKS ROAD ° a MINEOLA, NY 11501 (516) 294-1090 a - 7 5/1 3 3/4" 3 3/4" - ° e 1'-6'� 4000 PSI � 3/16 ° ° 4000 PSI `O CONCRETE FOOTING PROJECT NUMBE ,I , " " , „ " , „ , „ , „ , 4 ' CONCRETE "' 1 3/4" 2 -3 9/16 9 3/8 2 -3 9/16 9 3/8 2 -3 9/16 9 7/8 1 -11 1/4 1 -7 1/4 1 -7 1/4 1'-7 1/4' W8 L3 X 3 X 1/4 W/ °. a a a i' 1239 �2) 3/4 ,x325 SECTION DRAVVINI BY NS & FS) a ° a Q. a ° J.D.P. _ PPC MINI MOUNTING FRAME ------- -—-—-—- ------- ----- - ----- I 7GR — I ----- B SECTION 4CHECKED BY fiOEC I I I66EC 66EC PCS GROWTH OWTH GROWTH o ° 4 POWER BATTERY POWER CDMA I CABINET I CABINET I CABINET I N S-3 SCALE: Nola ° a a /419 D ETAI L P.E.P. NO DATE !ME C) I CABINET I I BACKUP I I CABINET E-CELL #1 #2 #3 SCALE; NONE `� I � � � � � `N 3" CLEAR S-3 ----- ------- ----- - ----- ____-- 8 r 21-0"0 REV,�1 0 07/12/00 APPROVAL TYR AICA - - ACOA _ACCO AMA_ `� 3/16 $ A PIER SECTION A =— I= SCALE: NONE S-3 a r` 2 1/2"— 1,_9" 2 1/2" 00 2'-2" 7'-0" PCS MOUNTING HOLE LOCATIONS (E—CELL) W (2) 3/4 A/325W/ 6'-8 3/4" SEVEN CABINET LAYOUT EQUAL— EQUAL (NS & FS) (TYP.) /C\SECTION ----422 DETAILSCALE; NOW S-3 SCALE; NONE S-3 SIDE FRONT APPROVALS CD REV.® -" -NOTE: /2 \SPRINT ANTENNA ELEVATION PROJECT MANAGER: DATE: 1, THE ELEVATION AND LOCATION OF THE GPS UNIT SHALL BE IN ACCORDANCE WITH THE FINAL RF GPS UNIT 9 REQUIRED) SCALE: 1/2*=1'-0' SPRINT REP: DATE: _ S-3 REPORT. (SUPPLIED BY LUCENT) - WERIZON REP: DATE: �_. 2. THE GPS UNIT MOUNT IS DESIGNED TO FASTEN TO A STANDARD 1-1/4" DIAMETER, SCHEDULE 40, ' N MANUFACTURER: DECIBEL PRODUCTS GALVANIZED STEEL OR STAINLESS STEEL PIPE. TH WIPE MUST NOT EE THREADED AT THE UNIT CM MOUNT END, THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH (MINIMUM OF 18 INCHES) USING A 12 GAGE, PRE-GALVANIZED, 24" WIDE " MODEL: DB98OH9OT2E-M, 15 dBd PCS PANEL HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND PER CUT, A HACK SAW -, a- SAFETY GRATING W/ 3' SIDE RAILS. � � T/4 GUSSET sIIE NAME SHALL NOT BE USED, THE CUT PIPE END SHALL. BE DEBURRED AND SMOOTH IN ORDER TO SEAL GRIP STRUT MODEL 103012. PROVIDE ' (TfP. FOR 4) HEIGHT: 60.0" AGAINST THE NEOPRENE GASKET ATTACHED TO THE UNIT MOUNT. MONOPOLE I I 1 7 LONG, UNSPUCED LENGTHS OVER WIDTH: 6.0" MATTITUCK 3. THE MOUNTING PLATE SHALL BE FABRICATED AS SHOWN AND ATTACHED TO THE APPROPRIATE DOUBLE CHANNEL ' ' ' ENURE PAD. (1) SECTION 12" WIDE 8" X 5" X 1 f2" DEPTH: 2.75" SUPPORT STRUCTURE USING U-BOLTS. THE SUPPORT PIPE SHALL THEN BE ATTACHED TO THE W/ (4) 5/8"4� BOLTfS BASE PLATE WEIGHT: 8.5 LBS. SITE NUMBER MOUNTING BRACKET USING THE OVERSIZE U283 -BOLTS PROVIDED TO ALLOW ADJUSTMENT. JJ� t, 0 3 1f2"o,D. SCHED, NY33XC688,l958 CRITICAL THAT THE GPS UNIT IS MOUNTED SUCH- TH IT IS WITHIN 2 DEGREES OF VERTICAL ; , I CADWELD CONNECTION � 40 PIPE AND THE BASE OF THE UNIT IS WITHIN-2 DEGREES OF LEVEL, I I ! (TYPICAL AT PIPES AND ' ° " SITE ADMM: T , ; „ a: 5/8 BOLT EXTERIOR LIGHTING FIXTURE E L I J A H'S LANE & RT 25 I ! 1/4 GALV. PLATE} __ (TYP. FOR 4) W/ 60 MINUTE TIMER BILL OF MATERIALS SOUTHOLD NY TILT HOLES FOR ADJUSTMENT BASE PLATE 1 1/2' X 1/2" BELL REDUCER PLAN (T(P, FOR 4) , BLOq( & LOT: ITEM# DESCRIPTION Q ANTITY O 0 " ; 5/16"� GALVANIZED CARRIAGE BOLT I —S-O" 1 1/2'O STD. WT. PIPE DIST. 1000, SEC, 10 8 AND #12262 DIAMOND ANCHOR (TYP.) LONG, THREADED O 1-1/4"0 sch. 40 x 18" LG. MIN SS OR GALV. PIPE 1 � ! � 4 19 -0' ' AT TOP BLOCK 4, LOT 11 .3 0 9 CHANNEL -- C6 x 8.2 x 80" LG. GALV.(A-36) 1 y, , 3'-6 ,�6" X 3" X 1/4" W/ SAFETY GRATING (2 11/16"0 HOLES FOR 3 6X6X5/16 �` --�`�„� 5�8'!� BOLTS 2B CHANNEL - C6 x 8.2 x 48" LG. GALV"(A-36) I 3 5/8"0 BOLT W/ DOUBLE HEX NUTS AND 4 #2 AWG BCW ,,��' > {! (T/1227 U-BOLT ' O WASHERS, GALV, TS3 X 2 X 1/4 AT GROUNDING KIT PPC SUPPORT POST 4 STD. U-BOLT FOR 2"0 PIPE W/ DOUBLE HEX NUTS 2 13 X 3 X 1/4" BRACE SHEET 1"'LlE C AND WASHER, GALV. (SEE NOTE 3) GPS CIGBE 1/2-0 COAX CABLE `� (4 REQUIRED) 1 EXTERIOR LIGHTING MAST GROUND BAR MINIMUM BENDING RADIUS PER "' S_3 SCALE: 3/4"=1'=0" MANUFACTURER'S STANDARD 60" (TRIM TO LENGTH) #2 AWG BCW 6 AWG GROUNDING KIT 1PO2��•)HED. DETAILS 2 1/8" 9ABLE (PROVIDED WITH KIT) PETER E PAPAY FIT MONOPOLE *7/8" TO MIGB NOTE: OVERSIZE U-BOLT PROVIDED 12 SOLID, TINNED, $-----------�_ __ T TO ALLOW f 2' TILT/ADJUSTMENT TO -_ ACHIEVE TOLERANCE COPPER TO LOWER PSE Q NEW Yo _ SHERTNUMBER ---- -.-_-- --_-----_--Q•- T � � MIGB 5� ,SER E. pqA �'f Q4. 9f- 1 1/2" 11/16"� HOLE FOR 5/8"0 BOLT WITH \-C6 7/1 fi" X 7/8" SLOTTED HOLE GPS U N 11T MOUNTING B RACKETION OR DOUBLE NUTS AND WASHERS (`Il(P.) 1 1/4"0 PIPE ELEVATION ADDITION UNAUTHORIZED SETDOCUMENTT IS MOUNTING BRACKET 806 DETAIL /3\ A VIOLATION OF SECTION 7209 c o �� SCALE;- NONE CANOPY DETAILS 0 F THE NEW YORK STATE %, "0' 0669 S - 3� V-3 S_3 SCALE: 1/2"=1'-0" EDUCATION LAW. �RoFEssIoNP` REV.�1 , N.Y. PROFESSIONAL. ENGINEER NO. 064690 VERIZON ANTENNA SCHEDULE STEEL (VOTES A MECHANICALANTEN 1. INCORRECTLY FABRICATED, DAMAGED OR OTHERWISE MISFITTING OR NON-CONFORMING �/� & BEAM � Z 0& BEAM S-4 �� AZIMUTH ��. D�MILT -� 10'-10 ALPHA 1 107 80' ABOVE GRADE 0' BOTTOM ALP9011 MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE: ENGINEER PRIOR TO REMEDIAL BETA 2 222' 80' ABOVE GRADE 0' BOTTOM ALP9011 OR CORRECTIVE ACTION. GAMMA 3 342' 80' ABOVE GRADE 8' BOTTOM ALP9011 GPS - - AT SHELTER ROOF - - FURNISHES BY LIJICENT 2. DESIGN AND CONSTRUCTION OF STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM C) I I �i TO THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION "SPECIFICATION FOR THE DESIGN M FABRICATION AND ERECTION OF STRUCTURAL. STEEL FOR BUILDINGS", COYEST EDITION. ==,4!,ffz_W 1. ANTENNAS LISTED MAY VARY, DEPENDING ON SYSTEM PERFORMANCE, 2. ANTENNA HEIGHTS SHOWN ARE TO TOPS OF ANTENNAS. 3. STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO ASTM A36, BROOM FINISH "STRUCTURAL STEEL", LATEST EDITION, UNLESS OTHERWISE INDICATED. = -- = � � GRADE BEAM 10'-10' � GRADE BEAM 3'-9" STEEL SHELTER 4. ALL PIPES SHALL CONFORM TO ASTM A501 OR A53 GRADE B (Fy=35 ksi MIN.). A500 POUR DOOR PAN AFTER SHELTER RAIL GRADE B MAY BE USED IF A501 OR A53 STEEL IS NOT AVAILABLE. CONCRETE. 0 INSTALLATION AND fASTENING� PAD / 1 4" FT, SLOPE PAPAY ENGINEERING & CCiVSTRUCTION, INC, // OF SHQTER / • �2) #4. CONT. 5. ALL TUBES SHALL CONFORM TO ASTM A500 GRADE B (Fy=46 ksi). 100 HILLTOP ROAD, RWMSIY, Nd 07446 x A. X X ° FILTER FABRIC, MIRAFl 500X , ® ,� z, m� OR APPROVED EQUAL TOP & BOTTOM 3�1� 201-9a4-282e OMNE OF I `� `� "xl . 6 ° : 1 (TYPICAL) 6. ALL THREADED RODS SHALL BE A36, UNLESS OTHERWISE NOTED. SHELTER ABOVEP 7. SHOP CONNECTIONS SHALL BE WELDED OR BOLTED. FIELD CONNECTIONS SHALL BE BOLTED esL X='Zr if X A_.J. " p //%//!/%/%// //..//%/%�/%/%/%/%/%1/%ti//,�//%f%��\ UNLESS OTHERWISE INDICATED. ALL BOLTED CONNECTIONS SHALL BE MADE WITH HIGH 12 X 12 X 3/4 2 \ \\ \ \ \ \ \ \� \ STRENGTH BOLTS. (T�YPICNAGL FOR fi) _4 I \f //; �\\j 0 8. STRUCTURAL CONNECTION BOLTS SHALL BE HIGH STRENGTH BOLTS AND SHALL CONFORM FILTER FABRIC. MIRAFI 500X \ / 3 TYP. \\ ', �, . . \� i TO ASTM "325 HIGH STRENGTH BOLTS FOR STRUCTURAL JOINTS, INCLUDING SUITABLE OR APPROVED EQUAL =�/ a ° ��\ // 4" BED OF CRUSHED STONE �\\ \//. "' NUTS AND PLAIN HARDENED WASHERS", LATEST EDITION. BOLTS SHALL BE 5/8" DIAMETER, WWF 6x6-W2.902.9 ;�/ //� NDERLAIN BY COMPACTED IN UNLESS OTHERWISE NOTED. NUTS SHALL BE: HEAVY HEX. A LACKING DEVICE SHALL BE _� I® I 3,-�„ \/ 4 `r t SITU SOIL INSTALLED ON ALL STEEL TO STEEL CONNECTIONS. \\ Sprint Spectrum L.P. / //� /\/� 9. CONTRACTOR SHALL COMPLY WITH AWS CODE FOR PROCEDURES, APPEARANCE, QUALITY OF \\� / Crossroads Corporate Center \��\�\\�\�� \, \, \; WELDS AND FOR METHODS USED IN CORRECTIVE WELDING. ALL WELDERS AND WELDING P V-6"f #4STIRRUPS AT 1'-6" PROCESSES SHALL BE QUALIFIED IN ACCORDANCE WITH AWS "STANDARD QUALIFICATION 1 International Blvd., Ste. 800 12" O/C (TYPICAL) PROCEDURES'. ALL WELDS SHALL BE WITH E70 ELECTRODES, UNLESS OTHERWISE NOTED. Mahwah, New Jersey 07495 Phone: (201) 512-4700 10. UNLESS OTHERWISE NOTED, ALL STEEL, BOLTS AND U-BOLTS SHALL BE HOT-DIP Fax: (201) 512-4713 A FOUNDATION SECTION GALVANIZED AFTER FABRICATION CONFORMING ASTM A153. SCALE: 1/2"=1'-0" i I S-4 11. TRIMMED ENDS OF STEEL AND DISTURBED SURFACES SHALL RECEIVE A COAT OF Z.R.C. �2 I I COLD GALVANIZING COMPOUND AS MANUFACTURED BY Z.R.C. CHEMICAL PRODUCTS CO.,, J-BOLTS (12 REQUIRED) SCALE: 3/4"=1 -0 3\, VERIZON ANTENNA ELEVATION QUINCY, MASS. 71- 3 HOODED ," 12. ALL SPECIALTY ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. BO �_4 �, 0 13. ALL MASTS SHALL BE CONTINUOUS (WITHOUT SPLICE) AND SHALL BE INSTALLED PLUMBf'1 wireless MANUFACTURER: SWEDCOM CORPORATION UNLESS OTHERWISE NOTED. MODEL: ALP-E 9411-DIN ENHANCED LOG-PERIODIC ANTENNA, 60 HERRICKS ROAD 3" " CONCRETE (VOTES M I N EO A, NY 11 HEIGHT: 43 V-0" WIDTH: 6.5"' 1. CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN DEPTH: 8" CONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE 3/4 PIING WEIGHT (INCLUDING BRACKETS): 20 LBS. (ACI 318-95) AND COMMENTARY ACI 318R-95". PROJECT NUMBER " 12'-4" �- 1239 2. CAST-IN-PLACE CONCRETE SHALL BE NORMAL WEIGHT CONCRETE AND SHALL HAVE MINIMUM D RA%VN BY COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. SLUMP SHALL BE 4 INCHES (t1 INCH). FOUNDATION PLAN 1/4 � AIR ENTRAINMENT SHALL BE 8%. CHKMD BY J.D.P. S-4 SCALE: 1/4"=1'-0" 3. CONCRETE REINFORCING BARS SHALL BE GRADE 60 DEFORMED BARS AND SHALL CONFORM TO ASTM SPECIFICATION A 615 WITH A MINIMUM YIELD STRENGTH Fy=60 ksi. WELDED WIRE REP, FABRIC REINFORCEMENT SHALL CONFORM TO ASTM A82 AND SHALL HAVE A MINIMUM t 3" Fy=70 ksi. NO DATE 150111 N1. SEE DWG. S-2 FOR SHELTER LOCATION AND --1 0 07/12/00 APPROVAL ORIENTATION. Z RING PLATE DETAIL 4. UNLESS OTHERWISE NOTED, MINIMUM CONCRETE: COVER FOR REINFORCING BARS SHALL BE BEA AS FOLLOWS: SCALE: i"=1'-0"' A) 3" FOR FOUNDATION BOTTOM BARS AND VERTICAL BARS. S-4 NOTES. 5. MINIMUM LAP SPLICES SHALL BE 40 BAR DIAMETERS, 1. PROVIDE (6) BEARING PLATES. 6. CONCRETE INSPECTIONS SHALL BE PERFORMED PER SPRINT AND VERIZON STANDARDS. STANDARD PANELS WITH AGGREGATE FINISH ALL AROUND FOUNDATION NOTES CABLE PORT 4" MUFFLER EPDM FASCIA 1. FOUNDATIONS SHALL BEAR ON UNDISTURBED NATURAL SOIL OR COMPACTED STRUCTURAL 3 7 1/2"--1 FILL HAVING A MINIMUM ALLOWABLE BEARING CAPACITY OF 1500 POUNDS PER SQUARE FOOT. A.C. UNIT 2. CONTRACTOR SHALL EMPLOY ALL NECESSARY MEASURES TO SAFEGUARD THE STRUCTURAL INTEGRITY OF ADJACENT STRUCTURES DURING EXCAVATION AND CONSTRUCTION OF O4 2'-0" 3'-2" FOUNDATIONS. SIDEWALL STABILITY OF EXCAVATIONS SHALL BE MAINTAINED DURING APPROVALS A.C. UNIT oQ A.C, UNITINTEGRAL EXHAUST LOUVER EXCAVATION. ANY UNUSUAL FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO DISCONNECT SWITCH 3'-3" X 3'-3" THE ATTENTION OF THE ENGINEER. PROJECT MANAGER: DATE: 3. BOTTOM OF EXCAVATION SHALL BE CLEANED OF LOOSE MATERIAL AND WATER PRIOR TO SPRINT REP: DATE: FUEL FILL & VENT- PLACEMENT OF CONCRETE. DEWATERING SHALL BE PERFORMED WITHOUT LOOSENING OF THE SUBGRADE. VERIZON REP: DATE: 8" X 12" N _ 4. FOOTINGS AND SLABS SHALL BE PLACED ON FIRM, DRY AND NON-FROZEN SUB-GRADE. co FF o N5. SEE REPLACEMENT MONOPOLE MANUFACTURER'S DRAWINGS FOR REPLACEMENT MONOPOLE SITE NAME FOUNDATION DRAWINGS AND DETAILS. MATTITUCK SHELTER ANCHORING NOTES SITE NUMBER: GA RECEPTACLE NY33XC688/958283 TION 1. THE EQUIPMENT SHELTER AND FOUNDATION INDICATED ARE BASED ON INFORMATION PROVIDED S� ADDRESS:B LEFT ELEVATION cREAR ELEVATION" BY KULLMAN INDUSTRIES, INC., AVENEL, N.J. 908 636-1500. ELIJAH'S LANE & RT 25 SCALE: 1/4"=1'-0" S-4 SCALE: 1/4 =1 -0 2. INSTALL SHELTER IN FULL ACCORDANCE WITH MANUFACTURER'S CURRENT PUBLISHED S-4 INSTALLATION INSTRUCTIONS. SOUTHOLD, NY EPDM FASCIA LIGHTING FIXTURE 3. REFER TO DRAWING S-2 FOR SHELTER LOCATION. BLOCK & LOT C 4. INSTALL BEARING PLATES FURNISHED WITH SHELTER. WELD SHELTER TO BEARING PLATES. DIST. 1 000, SEC. 108 ELECTRODES SHALL BE E70XX OR E60XX. BLOCK 4, LOT 11 .3 4'-0" 2'-0" AC. UNIT SECURffY VIEW HOLE (TYP.) EXHAUST LOUVER 4'-3" X 4'-3" SHEETWEE 0 `o 0 0 0 0 L0 DETAILS PETER E PAPAY co QF NEW YO E. AqA /FSHEET NUMBER D RIGHT ELEVATION E FRONT ELEVATION ADDTONRIOEDTHSTERATION DOCUMEN�RIS S-4 SCALE: 1/4"=1'4' S_4 SCALE': 1/4"=1'-D" A VIOLATION OF SECTION 7209 %, No OF THE NEW YORK STATE Ie PROFS - 4 osQNA`��G EDUCATION LAW. N.Y. PROFESSIONAL ENGINEER NO. 064690 BCT 1080 SEL'iION 108 am LOT fIO. 5.2 CRAIG & LORRAINE JOHNSON 20605 MAIN RD., MATTITUCK, NY 11952 5.3 EDWARD SANDBERG 20405 MAIN RD., MATTITUCK, NY 11952 I 5,6 THOMAS C. & CATHERINE M. WILTON 260 ELIJAHS LA., MATTITUCK, NY 1N952 5.7 BARBARA HOFER & CHARLES GAETJENS Elm P.O. BOX 481, MATTITUCK, NY 11952 6 5,8 TERRENCE E. MATTHEWS RR 1 BOX 1050, MATTITUCK, NY 11952 5.9 WILLIAM BURNS P,O. BOX 987, MATTITUCK, NY 11952 5.10 FRANK TODRICK 10 P.O. BOX 406, MATTITUCK, NY 11952 5.44 JOSEPH & CATHLEEN SHIPMAN PAPAY ENGINEERING & CONSTRUCTION, INC. 985 ELIJAHS LN., MATTULICK, NY 11952: 100 HILLTOP ROAD, RAMSEY. NJ 07446 5.45 JOSEPH & CATHLEEN SHIPMAN 201-934-2828 985 ELIJAHS LN., MATTITUCK, NY 11952' MMM 1000 SECTIOM 108 SM 4 21 VICTOR GRABOWSKI 18875 MAIN RD., MATTITUCK, NY 11952 2.3 STATE OF NEW YORK �0� d AGENCY BLDG. ONE EMPIRE STATE PLAZA ALBANY, NY 12238 C -Kivi6 3 CHARLES & MI9DRED GARDNER 18955 MAIN RD., MATTITUCK, NY 11952 �0T 6 D 19155MAIN RD.NMATTITUCK, NY 11952 Sprint Spectrum L.P.SONIA C. HUNTER p p 1A� 73 555 SU DANCE DR., COS COD, CT 06807-1809 Crossroads Corporate Center tk A 7.4 CARL SKRQEC, JR. & LARA BAYNE 1 International Blvd., Ste. 800 ,p$ 0 ,� 5 845 ELIJAHS LN., MATTITUCK, NY 11952' New Jersey 07495 too Mahwah v° �� Phone: (201) 512-4700 8 tag 7,5 JOSEPH P. SHIPMAN & WF Fax: (201) 512-4713 SE 4t�� k tio4 5 (approx.) 985 ELIJAHS LN., MATTITUCK, NY 11952 EPRE 10 boq Vol b / 723 STEVEN &520 GABRIELLA CCTL, MATTITUCK, NY 11952 7.24 THOMAS RILEY 670 GABRIELLA CT., MATTITUCK, NY 11952 1:3 9NO 7,40 DALLAS & DIADGE, SR. 665 GABRIELLLANE CTD.O P.O. BOX 636, MATTITUCK, NY 11952 \\00-0 G�P 7.41 DEREK McLEAN MF �Q ,I P.O. BOX 500, MATTITUCK, NY 11952 'f wireless T y9 u� 5 7.43 RAYMOND & SALLY NEIGHLEY 27 CASE AVENUE, PATCHOGUE, NY 11772 60 HERRICKS ROAD S 7.44 JANET ODDON M I N EO LA, NY 11501 yon R9 0 315 RACHELS RD., MATTITUCK, NY 11952 (516) 294-1090 7.45 ISTINA LOPER 4 CAROL PLHRBR 0 HAVEN, NY 11719 7.46 GERARD W. & CATHERINE L. POOLE PROJECT NUMBER 116 SWEEZY AVE., RIVERHEAD, NY 11901 6 8 JOAN PATRICIA HILLIARD & UB4DO GONZALEZ 1239 y0S 4' Ups y� L P.O. BOX 248, NEW SUFFOLK, NY 11956 0RAWKBY 11.2 WILLIAM J. BAXTER JR. et. al. I♦D 8 1030 EAST PUTNAM AVE, GREENWICH, CT 06830 U I- tiaq 'I,O��` yo ypC 1400 300e!14ECKpn By 11.3 WILLIAM J. BAXTER JR. et. al. & ORS. 1030 EAST PUTNAM AVE., GREENWICH, CT 06830 I.E.P. 5�, L01" 5.2 t2 DOROTHY535 CS LN.LLMATTPKAREN MA11952C/O ROSALIE MASTON f L AM UWE 115 B LOT 'f 46 LOT 5 LOT 5.3 DOW 1000 SEML 4 D7 ANNA McKAY �B 07/12/00 APPROVAL 27 PIRATE ST., RIVERHEAD, NY 11901 2 DORIT:T 1000 4F1'TIYIN 115 BLOCK 7 1 BARRY MURPHY et. al. & ANO. 1101, P.O. BOX 1230, MATTITUCK, NY 11952 9 'I,�� 3 RAYMOND & CHRISTINE ZANESKI UOT 5 3 LOT 6 $ 260 EASTWARD CT., MATTITUCK, NY 11952 LOT Vp� 10 MARCUS BURDEN y.2 LOT 265 EASTWARD CT., MATTITUCK, NY 11952 ROAD 11 CAROLYN MYRON OT 5 P.O. BOX 819, MATTITUCK, NY 11952 U 12 LAWRENCE & BERNICE BOGAN 19450 MAIN RD., MATTITUCK, NY 11952 2� ZONE A~� 14 JACQUELINE MITCHELL K. P.O. BOX $40, MATTITUCK, NY 11952 t1tAIN LOT f 2 LOT I3.2 PROPERTY OWNERS WITHIN 500 ' APPROVALS Lor VINEYARD f f PROJECT MANAGER: DATE: LOT f LOT f SPRINT REP: DATE: U WERIZON REP: LOT 7 0 Q I�I.m�I►' 7 SECTION �poo ZONE R-4 0 DISTRICT DATE: ZONE R-40 SATTITUCK LOT 10 SITE NUMBER LOT 8 NY33XC688A/958283 SITE ADDRESS: ELIJAHS LANE & RT 25 BLOCK s SOUTHOLD NY ' SECTION 000 pISTRICT BLOCK do LOT: DIST. 1000, SEC. 108 BLOCK 4, LOT 11 .3 NGTES: 1. LOCATIONS AND SIZES OF STRUCTURES ON LOTS OUTSIDE OF PROPERTY IN QUESTION ARE APPROXIMATE. KEY IAP tlSCALE; 1=100, GRAPHIC SCALE 100 0 100 4W KEY MAP PETER E. PAPAY IN FEET ) OF N E W 1 inch = i00 tt, �� yoR� E. A,ya Q 9� SHEET NUMBER UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE °F1, N 066469 ��z - I EDUCATION LAW. s�0 7'ROFESs10'N\ N.Y. PROFESSIONAL ENGINEER N0, 064690 d .aTafdS, p PAPAY ENGINEERING & CONSTRUCTION, INC. 100 HILLTOP ROAD, RAMSEY, NJ 07446 201-934-2828 T � m : : • rint Apl"... FEE: � ___ _'. __- _ _ Sprint Spectrum L.P. NO'FIFY BUILDING D-. o ItI'M T AT Crossroads Corporate Center 765-1802 9 AM TO 4 PM FOR THE 1 International Blvd., Ste. 800 SPRINT IMPLEMENTATION: AMY NOLLER FOLLOWING INSPECTIONS: Mahwah, New Jersey 07495 (201 ) 684-4009 1, FOUNDATION - TWO REQUIRED Phone: (201) 512-4700 FOR POURED CONCRETE Fax: (201) 512-4713 2. ROUGH - FRAMING & PLUMBING VERIZON: JOHN GOMEZ 3. INSULATION (917) 750- 1454 � o 4. FILIAL - �;��S-�RI.�rTIOMUST BE Cori it:.n,.�T`_ N)TR C.f) ALL AT&T WIRELESS COLOCATION: ALEX DEFRANCIS (201 ) 576-2255 — ANEY fer z B A •� `�$�'� INIrP,I@SS POWER. KEYSPAN BOB DEL (FILE: 65339040) (631 ) 548-7043 MI HERRIC Y ROAD (IE111E�',",:'R?��I�fi�I":Pdlr@t;P'rr MINEOLA, NY 11501 (516) 294-1090 TELCO: CONRAD HOENIG lit -i U 631 687-8522 . PROJECT NUMBER 1239 SWITCH: (516) 827-2800 L oy DRA Y •a � U J.D.P. SITE: WILLIAM BAXTER = , CHECKED (561 ) 225-4492 ' UT ClEr" IFIr P.E.P. tin TE WSUE ASE: PETER PAPAY � ,� ,. �� UPANCY � 2 01 9 3 4—2 8 2 8 0 03/23/00 CONST. REVIEW ( ) SITE NUMBER: NY33XC688/958283 1 05/02/00 CONSTRUCTION 2 02/20/01 PLANTINGS SITE ADDRESS: ELIJAH'S LANE & ROUTE 25 PROJECT CONTACTS SOUTHOLD, NY OWNER: WILLIAM J. BAXTER, JR. 1030 E. PUTNAM AVENUE GREENWICH, CT 06830 CO—APPLICANTS: SPRINT SPECTRUM L.P. ° CROSSROADS CORPORATE CENTER /o ., ¢� '��°'" `. •= "`R, �, N ;; I SHEET DESCRIPTION REVISION °� `= 1 INTERNATIONAL BLVD. STE. 800 v° i% ;_, 9gh `BM 25 ; i .. NUMBER DATE APPROVALS `�; y i MAHWAH NJ 07495 /- ti . , T- 1 TITLE SHEET 02 n-atookai ' y / /5� z4, 20 01 PROJECT MANAGE , R: DATE: ,; ; ;'• �e • RR . .: �` ; , NYSMSA LIMITED PARTNERSHIP 3 '` •2 ; S-1 SITE PLAN AND NOTES SPRINT REP. DATE: `��. ice. o f,-Wit:• � •e ,; o. - ;��M+� m� -�:'_ DBA: VERIZON WIRELESS 02 20 01 -4�. �` - VERIZON REP: DATE: N ;_ FKA: BELL ATLANTIC MOBILE S-2 COMPOUND PLAN ELEVATION AND DETAILS 02—/20 01 60 HERRICKS ROAD a vE - �' •Y\l; _ `moi © l \` \ ° — - _ .SIM NAME: MINED NY 11501 ..VE ,r _'.J ,1 "=3 �� \ Airport �� S 3 DETAILS _; 1 , :, 02/20/01 MATTITUCK - _'— �, _�� - —' �_ '-' ` ` ''9• " `"" ' •• LEGAL DESCRIPTION: S-4 DETAILS SHE NUMBER: 1 -'\�.o ,`'>�'.,,VP" 90 y rel. :.'e' •r�':�.. o � \Ft: \ \-; 02 20 01 -,�r. - �� " . •� ,�':' ., ,�/� -�- ��` -.,: �� BEING ALL THAT CERTAIN TRACT OR PARCEL OF LAND AND PREMISES NY33 XC688 958 83 � -=-- • :_ .:�;=. - — � LOCATED IN THE STATE OF NEW YORK IN THE COUNTY OF SUFFOLK AND --:fid-=--_f- : .`- o=s �• r-, . ,.,,�.• �� SOUTHOLD KNOWN AS LOT 11 .3 IN BLOCK 4 SECTION 108 L- 1 LANDSCAPE PLAN AND NOTES 02 20 01 SITE ADDRESS.- TOWN ; - ;;, :ti r : � • O F S , � DISTRICT 1000. oa• -25 �� 4 ELIJAH S _ LANE �C RT 25 / E 1 ELECTRICAL PLANS DETAILS AND NOTES 02/20/01 SOUTHOLD, NY COORDINATES (NAD 83): LATITUDE: 40° 59' 57.9" LONGITUDE: 72° 30' 39.2" E-2 ANTENNA CABLE CONFIGURATION AND 02 20 01am Lar. •$: � \� '��- .i: � �' .tA1�tuct<Park .x s ,'` �_�/. .T r. � f BILL OF MATERIALS DIST 1000 SEC 108 pistrict$each ti ; ELEVATION: 30 AMS L 4 BLOCK 4, LOT 11 .3 `- m� te' ,' :, ` ? CURRENT BONING: LB — LIMITED BUSINESS E ELECTRICAL DETAILS1:12720/0-1- -3 A. 9 VICINITY MAP SCALE: 1 "=2000' P R OJ ECT SUMMARY SHEET INDEX TITLE SHEET PETER E. PAPAY ��OF NEW yQ� CO E. AgAq y HE NUM ER UNAUTHORIZED ALTERATION OR .� ADDITION TO THIS DOCUMENT IS A VIOLATION OF SECTION 7209 �Vsp..l OF THE NEW YORK STATE �`FNSFo� EDUCATION LAW. PROFESS�� N.Y, PROFESSIONAL ENGINEER NO. 064690 EXISTING UTILITY GENERAL CONSTRUCTION NOTES POLE (TYP.) (� 1. THE PROPOSED FACILITY IS UN-MANNED AND VISITED APPROXIMATELY ONCE A MONTH FOR ROUTINE MAINTENANCE. THEREFORE, POTABLE WATER, GAS AND SANITARY SEWER �J SERVICES ARE NOT REQUIRED NOR PROPOSED. NO SOLID WASTE IS GENERATED. 2. THE SITE AREA IS GENERALLY FLAT IN TOPOGRAPHY. THE INCREASE IN STORM WATER J RUNOFF DUE TO THE INCREASE IN IMPERVIOUS AREA IS INSIGNIFICANT. EXISTING ANTENNA SCHEDULE (ALL CARRIERS) \�� DRAINAGE PATTERNS WILL NOT BE ALTERED. THEREFORE, NEW DRAINAGE STRUCTURES CONNELLY & MASTON :/ \�l9, / �/v ARE NOT PROPOSED. RE-GRADING IS NOT PROPOSED. ELEVATION AND QUANTTfY OF ANTENNAS AZIMUTHS COMMENTS 535 ELIJAH'S LANE �J,,/ �� / �iy, 3. SITE PLAN INFORMATION SHOWN HEREON IS TAKEN FROM A DRAWING ENTITLED CARRIER ANTENNA MODEL AND STATUS REFERENCE SECTORS PER SECTOR s, "TOPOGRAPHIC SURVEY OF PROPERTY IN MATTITUCK, TOWN OF SOUTHOLD, N.Y." MATTITUCK, NY 11952 J/ F SPRINT DB980H90T2EM (PROPOSED) 110' (TOPS) 3 3 340, 110, 230 GPS UNIT AT 110' j% �\ / PREPARED BY CARMAN-DONNE P.C., LYNBROOK, NY, DATED AUGUST 13, 1sss. REPLACEMENT ANTENNAS SHALL BE Jr- 4. ADDITIONAL SIGNS ARE NOT PROPOSED. AT&T WIRELESS SERVICES ALP 11011-N (EXISTING) 98' (CENTERLINE) 3 3 50, 150, 240 ALLGON 7120.16.33.00 ,�/ J�- / 1��, \ ` / F��F9 7/J/� S. ADDITIONAL PLANTINGS ARE NOT PROPOSED. EXISTING WHIPS ON EXISTING POLE TO BE O� 1/ \ D� V 6. TWO, TWO-LAMP, PHOTOCELL & MOTION-DETECTOR CONTROLLED, TIME-LIMITED LIGHT NEXTEL SMR-08-09011—OD (PROPOSED) 90' (TOPS) 3 4 30, 150, 270 REPLACED WITH PANEL ANTENNAS SHOWN HERE �, J g ? FIXTURES ARE PROPOSED TO OPERATE FROM DUSK TO DAWN, BY THE DETECTION OF VERIZON WIRELESS ALP9011E (PROPOSED) 80 (TOPS) 3 4 102, 222, 342 GPS UNIT AT SHELTER ROOF \` PAPAY ENGINEERING , CONSTRUCTION, INC. ,� .�jry• / MOVEMENT, ONE NEAR THE SPRINT EQUIPMENT, AND ONE ON THE VERIZON EQUIPMENT / `�� SHELTER. 100 HILLTOP ROAD, RAMSEY, NJ 07446 J• Sj 201-934-2828 MOUNTED TIGHT TO POLE USING TRI-BRACKET J/ 7. SPRINT AND VERIZON WILL ACCESS THE COMPOUND BY AGREEMENT. NO OMNIPOINT EMS RR90-17—OODP (EXISTING) 65' (TOPS) 3 1 30, 150, 270 ASSEMBLIES AND TRI—SECTOR ASSEMBLIES Jf -' \ 2�OJ�� / cam/ NEW RIGHTS OF WAY OR EASEMENTS ARE PROPOSED. 8, PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. THE WORK SHALL INCLUDE FURNISHING ALL MATERIALS, TOEFEQUIPMENT, APPURTENANCES, FECT ALL INSTALLATIONS ASCATED ON THE CONTRACT Y MEASURES NECESSARY T DOCUMENTS. \ J�� 9. PRIOR TO THE SUBMISSION OF A BID, THE CONTRACTOR SHALL VISIT THE PROJECT SITE AND FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE GENERAL CONSTRUCTION AND INSTALLATION OF ALL PROPOSED MATERIALS AND EQUIPMENT AND REMOVAL/ DEMOLITION OF EXISTING ITEMS SHOWN. THE CONTRACTOR SHALL MAKE PROVISIONS nt b 0 FOR THE COST OF SUCH CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR Spri 0 N true \ �4j�'�/ \`� FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND (approx,) ik�/ \ DIMENSIONS. SUBMISSION OF A BID BY THE CONTRACTOR GUARANTEES THAT ALL WORK MAY BE ACCOMPLISHED AS DEPICTED ON HE CONTRACT DOCUMENTS. Sprint Spectrum L.P. 10. DIMENSIONS SHOWN ARE TO FINISH'SURFACES UNLESS OTHERWISE NOTED. SPACING Crossroads Corporate Center 340' X �� \,� / BETWEEN EQUIPMENT IS REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD 1 International Blvd., Ste. 800 VERIFY ALL DIMENSIONS. SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT �% \ > r?� f DOCUMENTS, EXISTING CONDITIONS OR DESIGN INTENT, THE CONTRACTOR SHALL BE Mahwah, New Jersey 07495 \Ap RESPONSIBLE FOR OBTAINING WRITTEN CLARIFICATION FROM THE CONSTRUCTION MANAGER Phone: (201) 512-4700 PRIOR TO PROCEEDING WITH THE WORK. Fax: (201) 512-4713 110' 4 6 �,PQ g0 \`. f 11. THE CONTRACTOR SHALL OBTAIN ALL CLARIFICATIONS AND AUTHORIZATIONS IN WRITING BEFORE STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED OR IDENTIFIED �1� BY THE CONTRACT DOCUMENTS. 230' IS %/ EXIST. UTIILITYf 12. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS SPRINT ORIENTATION �� / �� °� POLE `` / INSTRUCTIONS, UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES /' �\ d, OR REGULATIONS TAKE PRECEDENCE. 1 �\ � 13. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER OF ALL PRODUCTS OR HUNTERr�-' �"�' i ` f `. ITEMS NOTED AS "EXISTING" WHICH ARE NOT FOUND TO BE IN THE FIELD. - N true \ 55 SUNDANCE DRIVE O�� F,�P\� �P�'1� UNDERGROUND �,�1 \,, • (approx.) \ OMIT OF S� '�� UTILITIES / 14. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE wireless COS COD, CT 06807-1809 CLEARING \�G ��O +/��' ��f. / WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES HAVING JURISDICTION. \ / .' CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, ` GO HERRICKS ROAD RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY BEARING ON f THE PERFORMANCE AND EXECUTION OF HE WORK. ELECTRICAL SYSTEMS SHALL BE 342• \ �P� '� ` INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND STATE JURISDICTIONAL MINEOLA NY 11501 /y^` EXIST. LIPA CODES, THE NATIONAL ELECTRIC CODE, AND UTILITY COMPANY SPECIFICATIONS. (51 6) 294-1090 �(� 4. //1' Q�'J UNDERGROUND 15. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL CITY, STATE AND �lb V , O.S.H.A. SAFETY REQUIREMENTS. / O IS /, SPLICE BOX 102 1�p •'1� 16. ALL ITEMS REQUIRING INSPECTION SHALL BE INSPECTED AND APPROVED PRIOR TO PROJECT NUMBER \.. � //�� /4. f CONCEALMENT OF SUCH ITEMS. n� ''/ O�� O + // 40 L9��/ 29 17. DURING THE COURSE OF THE WORK, THE PROPERTY OWNER(S), HIS EMPLOYEES, 222• 0� 5� / / �� .lj cP SUPPLIERS, CLIENTS, TENANTS AND VISITORS SHALL CONTINUE TO OCCUPY AND DRAWN BY r l os �1 ,/ ./ y�.`s.� USE THE FACILITY AND PREMISES. THE CONTRACTOR SHALL SCHEDULE AND VERIZON ORIENTATION �\a _ ,/ // // �` N �, io ' /" 4/ �O1 Os COORDINATE THE WORK ACCORDINGLY. J.D.P. +� �ry �Z� ��0 2s 18. THE DESIGN, SPECIFICATION, PERFORMANCE AND INSTALLATION OF RADIO EQUIPMENTMor-wan By Ej c� �i �c� A WITHIN THE EQUIPMENT ROOM ARE THE RESPONSIBILITY OF OTHERS. THE CONTRACTOR + ��\P� +/� /� p f ,� p SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK OF OTHERS REP. P 'pT AS IT MAY RELATE TO RADIO EQUIPMENT AND OTHER PORTIONS OF HE WORK ' WHICH ARE PERFORMED BY OTHERS. NO ATE ISSUE NEIGHLEY �O ^� �C\Z`O�P�O ti ��F E ;/ / 19. SEAL ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES WITH U.L. LISTED AND FIRE O 03/23/00 CONST. REVIEW 27 CASE AVENUE x ^) S �� !1/ ,/ CODE APPROVED MATERIALS. ALL EXTERIOR PENETRATIONS SHALL BE WEATHERPROOF. �1 �/ j 1 05/02/00 CONSTRUCTION PATCHOGUE, NY 11772 / + • \ ! 0 �� 20. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY 01 ` %A� Pi \S�\\� ` q� BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, SUCH MODIFICATIONS SHALL 2 02/20/01 PLANTINGS / X �+ BOO �� PC ORI E�t ��;� BE INCLUDED AS PART OF THE WORK. r QPM �/IA� + ^ 21. THE CONTRACTOR SHALL MAKE ALL NECESSARY PROVISIONS TO PROTECT ALL EXISTING ^� AREAS OF THEPROJECT SITE FROM DAMAGE MADE BY THE HANDLING OF MATERIALS , EQUIPMENT, TOOLS AND NORMAL CONSTRUCTION ACTIVITY FOR THE DURATION OF THE 4* / COMPOUND p SCOP WORK. ALL EFFECTED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION ' S. �� + r , / O�� UPON COMPLETION OF THE WORK. / 0 �` i 'T / OR 22. KEEP PROJECT AREA CLEAN AND HAZARD FREE THROUGHOUT THE DURATION OF THE WORK. DISPOSE OF ALL DEBRIS, RUBBISH, EQUIPMENT REMOVED AND NOT SPECIFIED TO REMAIN ON THE PROPERTY OF THE OWNER. LEAVE PREMISES IN A FIRST CLASS *� / f►j� �° / CLEAN CONDITION, FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. REPAIR AND PAINT ALL EXISTING SURFACES THAT HAVE BEEN DAMAGED OR OTHERWISE ^� EFFECTED BY THE WORK SUCH THAT THEY BLEND WITH ADJACENT SURFACES. S`p1 G 23. THE CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING AS REQUIRED TO WADI\ THE WORK. ALL / \��\\�\� HOLES PROVIDEINACCESS MASONRY OR CONCRETE SURFACES SHALL BE CORETION OF VARIOUS PARTS -DRILLED OR SAW-CUT. 0�0� `� �� EXISTING 1 STORY ALL CUTS SHALL BE LOCATED AND EXECUTED SUCH THAT THE STRUCTURAL INTEGRITY BUILDING TO REMAIN;" BLOCK TELECOM p OF THE SURFACE IS NOT COMPROMISED. APPROVALS 24 DO NOT DEVIATE M THE UNLESS UNAVAILABLE. OBBTAINFPR ORENTDOCUMENTS, APPROVAL FRRS LISTED IOMCO CONSTRUCTION MANAGER FOR SUCH DEVIATIONS. PROJECT MANAGER: DATE: EXISTING 1 STORY / 25. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST SPRINT REP: DATE: CONSTRUCTION SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY �1v ^p AGGREGATE TELECOM �/' O RESPONSIBLE AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, BUILDING TO REMAIN /� �� TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS VERIZON REP: DATE: OF THE WORK UNDER CONTRACT, UNLESS CONTRACT DOCUMENTS GIVE OTHER SPECIFIC INSTRUCTIONS CONCERNING CERTAIN MATTERS. ,\Q* 26. DELIVER ALL MAINTENANCE AND INSTRUCTION MANUALS AND SPARE PARTS TO THE CONSTRUCTION MANAGER. SH 27. ALL MATERIALS AND WORKMANSHIP PROVIDED UNDER THIS CONTRACT SHALL BE MATTITUCK GUARANTEED TO BE FREE FROM DEFECTS FOR A PERIOD OF ONE YEAR AFTER etv, �O SUBSTANTIAL COMPLETION, OR LONGER IF OFFERED BY EQUIPMENT MANUFACTURERS 04�� BECOME UEVIDENTIRED SDURNG HEEWHERE HGUARAN EEIN THE NP RI DDSHALLENTS. ANY BE CORRECTED THE T SITENUMBER; SATISFACTION OF THE CONSTRUCTION MANAGER AT THE CONTRACTOR'S EXPENSE. NY3 3 X C 6 8 8/9 5 8 2 8 3 / ALL EXISTING ROOF OR OTHER BUILDING WARRANTIES SHALL REMAIN IN EFFECT AND \Q��O /'/ BULK REQUIREMENTS INTACT DURING THE COURSE OF THE WORK. THE CONTRACTOR SHALL COORDINATE WITH SAID GUARANTOR(S) SUCH THAT THOSE WARRANTIES ARE MAINTAINED. SITE ADDRESS; /�/ , 28. LOCATE AND MARK-OUT ALL UNDERGROUND UTILITIES AND STRUCTURES THROUGH THE ELIJAH'S LANE & RT 25 ZONING DISTRICT, LB — LIMITED BUSINESS USE OF A UTILITY LOCATING SERVICE PRIOR TO ANY EXCAVATION WORK. HAND DIG IN SD UTH O LD NY AREAS OF EXISTING UTILITIES AND/OR STRUCTURES. y , �O '/,� �� LOT 11'3' BLO(Yf 4' SECT' 10B' DIST. 1000 PERMITTED IRRED R EXISTING PROPOSED 29. THIS SET OF PLANS SHALL NOT BE USED FOR CONSTRUCTION UNTIL IT HAS BEEN ' 0259\�y, cLJ `�• DEPICTED AS SUCH IN THE ISSUE BLOCK. BLOCK & LOT. MIN, LOT AREA (SQ, FT.) 80,000 80,507 NO CHANGE CODE. DIST, 1000, SEC. 1 8 \ / 30. ALL WORK SHALL COMPLY WITH NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION / MIN. LOT WIDTH (FEET) 175 197.5 NO CHANGE BLOCK 4 LOT 11 3 WILLIAM J. BAXTER, JR. 1030 EAST PUTNAM AVENUE MIN. LOT DEPTH (FEET) 250 474.2 NO CHANGE Q PD ' GREENWICH, CT 06830 PIN N \�'\ ,/'/ MIN. FRONT YARD (FEET) 100 76,2 NO CHANGE MSR 2 �NP OR 3150RACHELS ROAD \, /'' MIN, SIDE YARD, ONE/BOTH (FEET) 20/45 4.6/59,4 NO CHANGE ARE MATTITUCK, NY 11952 MIN. REAR YARD (FEET) 75 231 NO CHANGE \\\"SITE PLAN LANDSCAPE AREA (X) 35 >54 —2.16 SCALE 1"=20' LOT COVERAGE 20 12,6 +.6 \ % MAX. BUILDING HEIGHT (FEET) 35 100 110 GRAPHIC SCALE SITE PLAN AND NOTES 20 0 10 20 40 110 _. PETER E. PAPAY LEGEND pF NEW IN FELT ) LIGHT LINES DENOTE EXISTING CONDITIONS y�P��R E. pqEET NUMBER 4* 1 imeh = 20 ft. Q HEAVY LINES DENOTE PROPOSED CONDITIONS • HILLIARD & GONZALEZ —E— POWER WIRING UNAUTHORIZED ALTERATION OR * I P.O. BOX 248 ADDITION TO THIS DOCUMENT IS NEW SUFFOLK, NY 11956 -T- TELEPHONE WIRING A VIOLATION OF SECTION 7209 - — - EXISTING OVERHEAD UTILITIES OF THE NEW YORK STATES - 1 O��sFO PROFE\ EDUCATION LAW. '� —31— EXISTING CONTOUR N.Y. PROFESSIONAL ENGINEER NO. 064690 r�true SM, FAA OBSTRUCTION MARKING DETERMINATION IS A (approx.) PENDING, CONTACT SPRINT FOR FAA OBSTRUCTION EXISTING TREE TO BE REMOVED 340' GATE/3\ - MARKING AND FAILURE MONITORING REQUIREMENTS. 806 SPRINT GPS ® 110' WAVEGUIDE (TYP, FOR 3) FAA STROBE AND _3 UNIT 10- 1 I AS MF'D BY MIICCROFLECTDEL 6501 MARKER LIGHTS 12' X 30' VERIZON 1 2 SPRINT PANEL ANTENNA EO ( WAVEGUIDE CHANNEL TO EQUIPMENT SHELTER _4 5 PROVIDE SURFACE TREATMENT 110'± _3 (TYP. FOR 9, 6 SHOWN) I PIPE HEAD JUMPER WITHIN COMPOUND EXTENSION 110' AND V-0" BEYOND 2W COAXIALJ MF'D BY MICROFLECT CABLES I o I PIPE HEAD MODEL B509 AS SPRINT ORIENTATION REPLACE (9) AT&T ANTENNAS W/ / ' o HANGERS TYP. .6k' .��x ` " 4 UNDERGROUND UTILITIES 98ALLGON 7120.16.33.00 r 3"0 STD. WT. PIPE SPRINT PPC CABINET 1 419 10 ��5� � \ S_ (SIMILAR) TRAPEZE 0 4'-0" 0/C I (3 1/2' O.D.) W AND LIGHTING FIXTURE S-3 -3 �NOF� ilc/ ��' ��true 90,± 6 NEXTEL PANEL ANTENNA fl o 1 1 10'-0' 0/C MICROFLECT PIPE LEG (approx.) _ (IYP. FOR 12, 8 SHOWN) O O ° SUPPORT CLAMP MODEL PAPAY ENGINEERING & CONSTRUCT CANOPY OVER 3 /� " 80'± SEE NOTE 1 B142 100 HILLTOP ROAD, RAMSEY, NJ 07446 INC. EQUIPMENT S_3 /� / 6' MAPLE 342' BURNDY TYPE MICROFLECT SNAP-IN 201-934-2828 / S N2 3 VERIZON PANEL ANTENNA GAR CLAMP I I 6 8 ELECTRIC & -4 (TYP, FOR 12, 8 SHOWN) ADAPTER MODEL B1717 BOND TO GROUND 1 S�OpF EXISTING + PS � _3 _3 TELEPHONE AREA 65'± RELOCATED OMNIPOINT RING i ��. GRADE �, 102 /� ANTENNA (TYP. FOR 3) / / / / Ik• ,a \ 222' 10" BLACK / 110' REPLACEMENT �;• ';I.. // ASH WALNUT S VERIZON ORIENTATION MONOPOLE SEE NOTES e1� I / nt X y �"/ K0 „ SPRINT EQUIPMENT 456 3 EXISTING NEXTEL EQUIPMENT \\' i 4000 PSI f x R0 ON CONCRETE SHELTER (BEYOND) i 11 a-11' . '. CONCRETE 4 UTILITIES UNDERGROUND PIERS W/ CANOPY -3 S-3 \\ . h ,I. ! ! /i, Sprint Spectrum L.P. EXISTING OMNIPOINT f �' �,9� E��S p�Q�� EXISTING AT&T EQUIPMENT 2 CABLE \ \ EQUIPMENT ON *��\'� '' ` SHELTER (BEYOND) - (TYP.) , , // p BRIDGE TYP. i � ��• �iI � � ' Crossroads Corporate Center 4FSpri CONCRETE PAD 1 Mahwah, New onal Blerse 5074950 \ ® / EXISTING tEQUI 12' X 30' VERIZON Y WAREHOUSE3 7'-O' HIGH CHAIN LINK FENCE \\ 7i it° ,. Phone: (201) 512-4700 SQR/ EXIST. UNDERGROUND ' PMENT SHELTER _ (TO MATCH EXISTING) a I� �I / ( ) SPRINT EQUIPMENT 458 �\ \\ ' ' / Fax: 201 512-4713 ON CONCRETE CABLES IN CONDUIT �� GPS li' 'if PIERS S-3 t ��\Qo\ EXISTING OMNIPOINT A -AEQUIPMENT ON CONCRETE S . ° a / 7'-0* HIGH CHAIN-LINK 3 �� \ FENCE (TO MATCH � PROVIDE POWER FOR f\ — 000 EXISTING) S- FAA LIGHTING PSe� �' `\ 1 -0 o fNDUITS TO u1PEACSPIJCE BOX 4IC SERVICE OUIILJTY POLE A ELEVATION /^2\\CABLEIli � wireless CABLE BRIDGE 2 � '� -' .\ BRIDGE DETAIL L `�� _ G P�� N0 ' r `,\ EXISTING UNDERGROUND TELCO S-2 SCALE: 1'=20' V-2 CONDUIT TO UTILITY POLE SCALE. NONE 60 HERRICKS ROAD MINEOLA, NY 11501 (516) 294-1090 \ �` >/ I. SEE SEQUENCE BELOW FOR ANTICIPATED SEQUENCE OF MONOPOLE REPLACEMENT EVENTS. I.PROVIDE SNAP-IN ADAPTERS AND PIPE LEG \ \ , CABLESSUPPT CLAMPS TO SPRINTQEQUIPMENT. TO ROUTE / PROJECT NUMBER 110' REPLACEMENT \� \�\ \�r ' s/� 2. SEE REPLACEMENT MONOPOLE MANUFACTURER'S DRAWINGS FOR MONOPOLE APPROXIMATE LOCATION 1239 \�� -`---�F UNDERGROUND SPLICE REPLACEMENT MONOPOLE FOUNDATION DRAWINGS AND DETAILS. \ IXI !STAKE 05' O/C DRAWWU my-- BOX BY BELL ATLANTIC J.D.P TO BE REMOVED LUMBER AT FULL PERIMETER ° 2 X 6 (PRESSURE TREATED . EXISTING 100' MONOPOLE \ \�.` x DENSE GRADED AGGREGATE, H Y x/ xNTOF NEWS SURFACE TREATMENT MATCH EXISTING PROVIDE NEW CABLE ENTRY PORT � \ L. `~�' / / EXISTIING 6' HIGH CHAIN LINK MONOPOLE REPLACEMENT SEQUENCE OF EVES P.E.P. � � �' A ISSUE ON BOTH SIDES OF WALL MICROFLECT /x FENCE W/ 1 OF BARBED WIRE o00 oOoo 00 0 00 6" MODEL 81118 S- \ �E /x 1. MEET WITH EACH CARRIER ON SITE TO DISCUSS CONSTRUCTION SCHEDULE. 0 03/23/00 CONST, REVIEW 1 05/02/00 CONSTRUCTION \ ° x 2. INSTALL NEW MONOPOLE FOUNDATION, REPLACEMENT MONOPOLE, ANTENNA MOUNTS, GROUNDING 2 02/20/01 PLANTINGS EXISTING WHITE ACCESSORIES AND FAA LIGHTING. FIRM UNYIELDING FILTER FABRIC. MIRAFI 50OX PINE (TYP.) SUBGRADE OR APPROVED EQUAL / 3. INSTALL AND GROUND NEW ANTENNAS FOR ALL CARRIERS ON REPLACEMENT MONOPOLE. " EXISTING RED NEW ANTENNAS SHALL BE IDENTICAL TO THE EXISTING ANTENNAS (EXCEPT NEXTEL). MATCH EXISTING 5 SURFACE TREATMENT DETAIL CEDAR (TYP.) AZIMUTHS AND DOWNTILT ANGLES. NEXTEL ANTENNAS SHALL BE REPLACED AS SHOWN ON THE DRAWINGS. ��x 4. INSTALL NEW AND EXTENDED CABLE SUPPORT BRIDGES. S-2 SCALE: NONE DOTES: 5. INSTALL AND GROUND NEW CABLES FOR ALL CARRIERS AND ANTENNAS. 1. PROVIDE SURFACE TREATMENT WITHIN ENTIRE FENCED COMPOUND PLAN NEW CABLES SHALL BE IDENTICAL TO THE EXISTING CABLES FOR MAKE AND SIZE. COMPOUND AND V-0" BEYOND, ON ALL SIDES. S-2 SCALE: 1"=10' 6. SWEEP TEST NEW CABLES. 7. COORDINATE CABLE CHANGEOVER WITH EACH CARRIER. CAULK OPENINGS WITH B195 ALUMILASTIC SEALANT APPROVALS 8. DISMANTLE AND REMOVE EXISTING CABLES AND ANTENNAS FROM EXISTING MONOPOLE. EXISTING CEILING APPLY "PERMAGUM" 8184 SEALING TAPE 1. SEE DRAWING L-1 FOR LANDSCAPING WORK. 9. DISMANTLE AND REMOVE EXISTING MONOPOLE. N WALL OPENING BEFORE WAVEGUIDE PROJECT MANAGER: DATE; ENTRY PORT INSTALLATION GRAPHIC SCALE SPRINT REP: DATE: VERIZON REP: DATE; 0 1 PROVIDE WAVEGUIDE BOOT & FILTER FABRIC. MIRAFI 500X COORDINATE TERMINATION CUSHIONS (TYP.)IN F ) OR APPROVED EQUAL POINT OF ANTENNA i inch = 10 ft, CABLES WITH AT&T PROVIDE SEATING CAPS AT UNUSED SfrE 1 SURFACE 5 MATCH EXISTING SURFACE TREATMENT IN OTHER AREAS OPENINGS {TYP,) MASITU C K TREATMENT - MICROFLECT WAVEGUIDE ENTRY PORT PROVIDE WARNING MODEL JB1118 (TYP, BOTH SIDES) SfTE NUMBER; TRACER TAPE PROVIDE FRAMED OPENING IN WAIL NY33XC688/958283 WELDED 1 5 8" O.D. ACCESS 12'-0" � GATE GATE FRAME - M. FOR ENTRY PORT OR CORE-DRILL CENTER DROP ROD & 2 7/8'O.D. GATE & CORNER POSTS OOaOo 00 OQ 00oO OOoOo Oa 00 Oo ODooa C EXISTING WALL 1 1!4*0 (1 %8* O.D,) MUSHROOM SOCKET INTERMEDIATE POSTS 1,9ftl), (TYP.) j Qo0j �j Q00 0 � 0 SURFACE TREATMENT +� SITE ADDRESSSCH®ULE 40IPE: o �oUc�C�ooU-� oU-C�C�O CVO VOU�C�C�( OUND BAR. SEE DWG. E-3 E L I JA H'S LANE �C RT 25 TYPICAL TRANDSA6ALV. 4 POINT TOP EDGE BARBED T % \\��\ SELECT GRANULAR SOUTH 0 LD NY BARBED WIRE N �__� �_� �_� ( —� �_� \� _ FILL 2_WELI�ING CABLE \/ _ // °° BLOCK & Lor TOP HINGE PER MFR, TYR -___-- ICAL % \ 2 , , ElI1=1��-��_��_� ,. 1000, SEC. 108 " " \ � MIN. COVER DIST. WIRE FABRIC GALV, WOVEN / �1-1 � 1-1 � M� � El�� \ TENSION BANDS 0 14' % — — — m'• BLOCK 4, LOT 11 .3 AND TENSION ISAR / ; ; \ POST 0 8'-0' MAX. 4 F 00 FABRIC TO TOUCH GROUND BURNDY TYP GAR SELECT GRANULAR BETWEEN POSTS CLAMP (MI X/%\// // /\//\//\/\//\///.' FILL 1/2 CROWN 41 SEE SURFACE TREATMENT DETAIL BOTTOM EDGE KNUCKLED 3'0 SCHEDULE 40 PVC ELECTRIC 4 SCHEDULE 40 PVC TELEPHONE z ATg80 OTT TENSION WIRE GROUND CONNECTION SERVICE W/ CABLES SERVICE W/ PULL-ROPE AND WIRE SIDE FRONT WAVEGUIDE ENTSHEFET TITLE RY DETAI L � BOTTOM HINGE PER 3/8" DIA, STEEL /4\\ UNDERGROUND UTILITY TRENCH DETAIL /6NEXTEL -2 ANTENNA ELEVATIONI SSCALE: 1/2 =1'-0' MFR. - TYP, _ TYP. AT GATE ONLY S-2 SCALE NONE D DIAGONAL CONS FOOTING 8' DIA. _ (12 REQUIRED) SCALE; 1 2 -1 � COMPOUND PLAN, S 2 / '- '- 1'-0 DIA. 0 CORNER & GATE POSTS 4000 PSI CONCRETE ELEVATION AND DETAILS 3 FENCE �C GATE DETAIL MANUFACTURER: ANDREW CORPORATION PETER E. PAPAY 1. PROVIDE 1/4 POLYPROPYLENE PULL ROPE FOR ENTIRE 4. RESTORE ALL SURFACES TO ORIGINAL CONDITION. TELEPHONE RUN. MODEL: SMR-08-09011-OD 90', 11 dBd PANEL � p� NEW J7,SCALE: NONE �� SER E. pgp9 HEET NUMBER S—Z 5. CONDUIT SHALL BE SCHEDULE 80, UV-RESISTANT " °R�- 2. COORDINATE UTILITY RUN WITH EXISTING UNDERGROUND WHERE EXPOSED TO ATMOSPHERE, HEIGHT: 44.9 Q� ` 1. ALL FENCING & RELATED ASSEMBLIES UTILITIES AND STRUCTURES. UTILIZE AN INDEPENDENT WIDTH: 10.5" SHALL BE GALVANIZED ZINC FINISH UTILITY LOCATING SERVICE, DEPTH: 5.0" UNAUTHORIZED ALTERATION OR (BARB WIRE-ASTM A121, FABRIC-ASTM WEIGHT: 18.0 LBS. ADDITION TO THIS DOCUMENT IS A392-84, FRAME WORK-ASTM F669-81, 3. REMOVE & HAUL OFF-SITE ALL EXCESS SITE SOIL. A VIOLATION OF SECTION 7209 4 0 ADHERING TO TABLE II, 1-c.) OF THE NEW YORK STATE Ve ^'0. 06 69 �� S - 2 EDUCATION LAW. FDpeQFESS►o�°` N.Y. PROFESSIONAL ENGINEER NO. 064690 SPRINT ANTENNA SCHEDULE SPRINT EQUIPMENT DIMENSIONS 0 W8,A & PIER 6 EQUAL SPACES = 18'-9 1/2" AT E-CELL � W8,1E & PIER MECHANICAL QTY. ANT. QTY. ANT, QTY, MASTS QTY, CABLES QTY, CABLES 7,_9„ DEPTH HEIGHT PPC PIER SECTOR 9ZIMU , mff DOWNIILT IMANTENN9 THIS INSTALL FUTURE THIS INSTALL THIS INSTALL INC gE CABINET (INCHES) ( HES) (INCHES) (POUNDS)WEIGHT ALPHA 1 340 110 ABOVE GRADE 0' BOTTOM DB980H90TZE-M 2 1 3 2 1 BETA 2 110' 110' ABOVE GRADE 0' BOTTOM DB980H90T2E-M 2 1 3 2 1 POWER PROTECTION CABINET (PPC) 48 20/11 60 250 PPC PIER GAMMA 3 230' 110' ABOVE GRADE O' BOTTOM DB980H9072E-M 2 1 3 2 1 C - - GPS - - 110' ABOVE GRADE - - FURNISHED BY LUCENT - F - - - - T - - - - 419 HANDHOLES FOR BOLTS NOTES: POWER CABINET (TYPICAL} 31 30 66 1600 -3 PPC CABINET ARE PROHIBITED 1. ANTENNAS LISTED MAY VARY, DEPENDING ON SYSTEM PERFORMANCE. BATTERY CABINET 31 30 60 2880 L - - - - -a W8, & PIER 2. ANTENNA HEIGHTS SHOWN ARE TO TOPS OF ANTENNAS. PRIMARY RADIO CABINET 30 30 60 850 A _� W8 X 18 3/4" X 1/8- 0 1 3/16" 0/C ANTENNA CABLE COVER ASSY (RCCA) 35 29 14 40 - / W8 3/8" W/ GALV. STEEL GRATING W/ GROWTH CABINET TYPICAL (2) 3/4-0 A325 22 30 60 750 PAPA, ENGINEERING & CONSTRUCTION, INC. v'' FASTENERS SADDLE CLIP T53 x 2 ( 100 HILLTOP ROAD, riAMSE1r. NJ 07446 201-934-2a28 X x x x x - M!8 8 � � � � � \ 3/16 I � `v * FOOTING DESIGN BASED \ �' C C C C o C G ON 100 MPH WIND AND UBC 1/4 I+ �` i CLASS 4 SOIL OR BETTER Co F_ - - - - - F_ - - - �' )03/4" / ( ) / w " LPWR- -- TELCO + (UBC TABLE 18-1-A) W 434X16 i I I W8 X 24 +1" i i \ c° ;�, THREADED RODS W/ LEVELING PPC • NUTS, GA--9- EACH WAY, 4 � I Go + PROJECTION WALL MOUNTED POWER -- PLAN PROTECTION CABINET I I x NON PSI NORTHERN TECHNOLOGIES 1 LIGHTING FlxruRE nt � AB I I I m � GROUT HRINK I 3 _ 2 CLEAR 4 -0 PART NO. N2101-WO1 WB x 24 +1" I I GRADE °• ° 3 Vpn -9" V-9" 3" Sprint Spectrum L.P. - - - A ° .4 � d "' _ _ 6'� 114" �� Crossroads Corporate Center W.P. W8 X 24 +1" W8 & PIER a , 3"�3" , SEAL WELD 1 International Blvd., Ste. 800 rn L — — — /�' d . ° T'S x 2 x 1/4 Mahwah, New Jersey 07495 ° ° d r ---- -----_ J-ri PhonFaxe: (201 )5512 47130 5 3/8" PGS EQUIPMENT SUPPORT FRAME ° ° #3 ® 10" % ► ' " " EQUIPMENT GRADE LAYOUT ON PIERS d d, I 1 �) ( /2 0 HOLE FOR 3/8 , ABOVE (TYP.) PROVIDE REMOVABLE SECTION OF d• , d i r, , , i " 1/4 DIAMOND PLATE AT ALL FUTURE PPC RU-BOLT W/ 1 /2 i a i o x i OVERSIZE WAS HHER 9/16 X 1 1/4-L 456 DETAIL EQUIPMENT LOCATIONS (T1fP.) ° (10) #6 VERT "' + ^-`'� ( l I I (TYP. FOR 7 PLACES) i i x 422 MOUNTING HOLES A_ x IN TOP FLANGES a i ' ' ' ' ' I I —3 S-3 SCALE: NONE \ ° a ° i ' TS3 x 2 x 1/4 i (NOT SHOWN) REI/. /,� W8 ,� - - - -1.1 1 ' NOTES: /� a ° a �; I 1'-0" ' 1'-0" . L4 x 3 x 1/4 3/t6 I 1 , 1100 Ilf� wireless 1. THIS PLAN IS ROTATED FROM THE COMPOUND PLAN. a d , a i . ERECTION , VENT 2. 19' X 7' OPEN GRATING CANOPY ABOVE. -a ° d `D `--- ---J AID SEAT N -_ HOLE 60 HERRICKS ROAD ° a ° r., ' MINEOLA, NY 11501 d (516) 294-1090 d i d d Q 7 5/16" 3 3/4" 3 3/4" ° d 1'-6"� 4000 PSI `1 CONCRETE FOOTING ' M 3/16 ° ° 4000 PSI " i 6 CONCRETE I PROJECT NUMBER 1 3/4" 2'-3 9/16" 9 3/8" 2 -3 9/16" 9 3/8' 2'-3 9/16 9 7/8' 1'-11 1/4 1'-7 1/4 1 -7 1/4 1 -7 1/4 DFtAVM BY WS L3 X 3 X 1/4 W/ °. d a d ' 1239 (2) 3/4"0 A325 SECTION (NS & FS) ° ° . •d ° J.D.P. a PPC MINI MOUNTING FRAME -- - - - , - - , ----- , - - - - - - B SECTION BY I ---- I I ----- I I ----- I I --- I I --- I I --- I _ a v fi6EC 60Ec 66EC PCS GROWTH GROWTH GROWTH o S_3 SCALE: NONE ° 4 4 DETAIL P.E.P. LO POWER I I BATTERY I I POWER I CDMA I CABINET I I CABINET I I CABINET I �, ° ° d. CABINET BACKUP CABINET E-CELL #1 #2 p S-3 SCALE NONE NO SATE ISSUE 1 2'-0"0 3 CLEAR REV. 1 0 03/23/00 CONST, REVIEW --- - ---- - - - 1 05/02/00 CONSTRUCTION W. -— — Acca AGCA RCCA ACCA 3/1 fi � rW8 / A \PIER SECTION 2 02/20/01 PLANTINGS r _ S_3 SCALE: NONE 2 1/2' 1,_9„ 2 1/2" ao 2'-2" 7'-p„ PCS MOUNTING HOLE LOCATIONS (E-CELL) w PL3 X 1/4 W/ 6'-8 3/4" SEVEN CABINET LAYOUT 4 0 A325 EQUAL EQUAL (NS & FS) (TYP.) /422\DETAIL /C\SECTION S_3 SCALE: NONES_3 SCALE: NONE REV. AD i F ii SIDE FRONT APPROVALS 0 N OTE: 2 SPRINT ANTENNA ELEVATION PROJECT MANAGER; DATE: 1. THE ELEVATION AND LOCATION OF THE GPS UNIT SHALL BE IN ACCORDANCE WITH THE FINAL RF GPS UNIT S_3 (9 REQUIRED) SCALE: 1/2"=1'-0" SPRINT REP: DATE: REPORT. (SUPPLIED BY LUCENT) VERIZON REP: 2. THE GPS UNIT MOUNT IS DESIGNED TO FASTEN TO A STANDARD 1-1/4" DIAMETER, SCHEDULE 40, v MANUFACTURER: DECIBEL PRODUCTS DATE; GALVANIZED STEEL OR STAINLESS STEEL PIPE. THE PIPE MUST NOT BE THREADED AT THE UNI MOUNT END, THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH (MINIMUM OF 18 INCHES) USING A 1 12 GAGE, PRE-GALVANIZED, 24" WIDE ~" „ MODEL: D6980H90T2E-M, 15 dBd PCS PANEL HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND PERPENDICULAR CUT. A HACK SAW _,_ �_ SAFETY GRATING W/ 3" SIDE RAILS. � 1/4 GUSSET SIiE NAME: SHALL NOT BE USED, THE CUT PIPE END SHALL BE DEBURRED AND SMOOTH IN ORDER TO SEAL I VGRIP STRUT MODEL 103012, PROVIDE �(TYP. FOR 4) HEIGHT: 60.0" MATTITUCK AGAINST THE NEOPRENE GASKET ATTACHED TO THE UNIT MOUNT. MONOPOLEN WIDTH: 6.0 7' LONG, UNSPLICED LENGTHS OVER 3. THE MOUNTING PLATE SHALL BE FABRICATED AS SHOWN AND ATTACHED TO THE APPROPRIATE DOUBLE CHANNEL ' ' I ' ENURE PAD. (1) SECTION 12" WIDE 8' X 5" X 1/2' DEPTH: 2.75" SUPPORT STRUCTURE USING U-BOLTS. THE SUPPORT PIPE SHALL THEN BE ATTACHED TO THE W/ (4) 5/8-0 BOLTS � o BASE PLATE WEIGHT; 8.5 LBS. SITE NUMBER MOUNTING BRACKET USING THE OVERSIZE U-BOLTS PROVIDED TO ALLOW ADJUSTMENT. IT IS I I �, 3 1/2 O.D, sCHED. NY33XC688/958283 c CRITICAL THAT THE GPS UNIT IS MOUNTED SUCH THAT IT IS WITHIN 2 DEGREES OF VERTICAL ; I ; CADWELD CONNECTION 4J 40 PIPE AND THE BASE OF THE UNIT IS WITHIN-2 DEGREES OF LEVEL.. ! I I (TYPICAL AT PIPES AND ' ' � oSrrE �: 5/8",� BOLT EXTERIOR LIGHTING FIXTURE ELIJAI I'S LANE & RT 25 i 1/4" GALV. PLATE) __I ' (TYP. FOR 4) W/ 60 MINUTE TIMER J BILL OF MATERIALS " " SOUTHOLD, NY BASE PLATE @7 , TILT HOLES FOR ADJUSTMENT PLAN (TYP, FOR 4 ' 1 1/2 X 1/2 BELL REDUCER BLOCK & LOT: ITEM# DESCRIPTION QUANTITY �� 1 1/2"0 STD. WT. PIPE ' 5/16"� GALVANIZED CARRIAGE BOLT 3-0 LONG, THREADED DIST. 1000, SEC, 108 (each) o ; , I AND 112262 DIAMOND ANCHOR (TYP.) , ' Q 1-1/4"0 sch. 40 x 18" L.G. MIN SS OR GALV. PIPE 1 0 I I I 4 19°_0° AT TOP BLOCK 4, LOT 11 .3 O ; , I 9 CHANNEL - C6 x 8.2 x 60" L.G. GALV.(A-36) `� ' 3'-6" SAFETY GRATING � (2 11/16� HF HOLES OR 3 —�� 5�8 0 BOLTS 2B CHANNEL - C6 x 8.2 x 48" LG. GALV.(A-36) 1 6 X 6 X 5/16 5/8-0 BOLT W DOUBLE HEX NUTS AND 4 #2 AVWG BCW I 000 Oil, q 1/2"0 U-BOLT ' TS3X2X 1/4 AT O WASHERS, GALV, 11) PPC SUPPORT POST O STD, U-BOLT FOR 2"0 PIPE W/ DOUBLE HEX NUTS 2 GROUNDING KIT L3 x 3 I 1/4" BRACE EXTERIOR LIGHTING MAST 4 AND WASHER, GALV, (SEE NOTE 3) GPS CIGBE GROUND BAR 1/2"sb COAX CABLE `� (4 REQUIRm) MINIMUM BENDING RADIUS PER "' S_3 SCALE: 3/4'=1'=D" 60" (TRIM TO LENGTH) MANUFACTURER'S STANDARD #2 AWG BCW 6 AWG GROUNDING KIT 40 POST O,D( .,ED. DETAI LS 2 1/8" CABLE (PROVIDED WITH KIT) 1 1/2" FIT MONOPOLE 7/8 PETER E. PAPAY NOTE OVERSIZE U-BOLT PROVIDED TO MIGB z _ -e----------------e- --- ' N TO AVOW t 2' TILT/ADJUSTMENT TO COP ER TO LOWER b� �Pc�of E. YaR,F M _ _ — — — — --� --- ACHIEVE TOLERANCESHEET NUMBER MIGB 1Z AA,q 1 1/2!-J \-11/16"O HOLE FOR 5/870 BOLT WITH \_C6 7/16""x 7/8' SLOTTED HOLE GPS UNIT' MOUNTING B RACKET DOUBLE NUTS AND WASHERS M?.) 1 1/4"0 PIPE ELEVATION ADDITION ORTOEDTHIS TDOCUMENTT IS U NTI N G BRACKET /806 D ETAI L A VIOLATION OF SECTION 7209 HO. 06S - 3M03 CAN 0 PY D ETAI LS OF THE NEW YORK STATE 0'*ROF SCALE. NONE "_ , . EDUCATION LAW. V-1 S_3 SCALE: 1/2 -1 -0 REV.�1 N.Y. PROFESSIONAL ENGINEER NO. 064690 A VERIZON ANTENNA SCHEDULE STEEL NOTES F_ MECHANICAL & BEAM 10'-10" & BEAM SECTO AZIMUTH HpGHT DOWNTILT ,EQ ANTEN 1. INCORRECTLY FABRICATED, DAMAGED OR OTHERWISE MISFITTING OR NON-CONFORMING ALPHA 1 102' 80' ABOVE GRADE 0' BOTTOM ALP9011 MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE ENGINEER PRIOR TO REMEDIAL - - - - - BETA 2 222' 80' ABOVE GRADE 0' BOTTOM ALP9011 OR CORRECTIVE ACTION. C) GAMMA 3 342 80' ABOVE GRADE 8' BOTTOM� FURNISH 2. DESIGN AND CONSTRUCTION OF STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM GPS - - AT SHELTER ROOF - - FURNISHED BY LUCENT TO THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION "SPECIFICATION FOR THE DESIGN, I EllFABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION.=9 � GRADE BEAM 10'-10" GRADE BEAM1. ANTENNAS LISTED MAY VARY, DEPENDING ON SYSTEM PERFORMANCE. 3. STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO ASTM A36, _ BROOM FINISH 2. ANTENNA HEIGHTS SHOWN ARE TO TOPS OF ANTENNAS. "STRUCTURAL STEEL", LATEST EDITION, UNLESS OTHERWISE INDICATED. = _ - L CONCRETE 7� POUR DOOR PAD AFTER 3 -g SHELTER STEEL SHELTER 4. ALL PIPES SHALL CONFORM TO ASTM A501 OR A53 GRADE B (Fy=35 ksi MIN.). A500 INSTALLATION AND FASTENING I RAIL GRADE B MAY BE USED IF A501 OR A53 STEEL IS NOT AVAILABLE. PADOF SHELTER 1/4' FT, SLOPE �� y- ) PAPAY ENGINEERING CONSTR 07ION, INC. ( FILTER FABRIC. MIRAFI 500X (2) 4 CONT. ® � 5. ALL TUBES SHALL CONFORM TO ASTM A500 GRADE B F -46 ksi). 100 HILLTOP ROAD, RAMSM OR APPROVED EQUAL TOP & BOTTOM 3/16 201-934-2828 OUTLINE OF I `,� "x. 1 (TYPICAL) 6. ALL THREADED RODS SHALL BE A36, UNLESS OTHERWISE NOTED. 7. SHOP CONNECTIONS SHALL BE WELDED OR BOLTED. FIELD CONNECTIONS SHALL BE BOLTED SHELTER ABOVE CA \/\/\/\/\/\/\/\/\/\/\/\/\/\/ ' /\/\/\� UNLESS OTHERWISE INDICATED. ALL BOLTED CONNECTIONS SHALL BE MADE WITH HIGH 12' X 12" X 3/4" 2 ,� \\ \\ n : . \/��//.�//,�//.�//, //. //. //, //. //. //, //.�/ STRENGTH BOLTS. BEARING PLATE . i/ /// (TYPICAL FOR 6) j 8. STRUCTURAL CONNECTION BOLTS SHALL BE HIGH STRENGTH BOLTS AND SHALL CONFORM FILTER FABRIC. MIRAFI 50OX // 3" TYP. = _ \\ ,� //� TO ASTM A325 'HIGH STRENGTH BOLTS FOR STRUCTURAL JOINTS, INCLUDING SUITABLE OR APPROVED EQUAL \� . a /\ 4" BED OF CRUSHED STONE i\\ ° \� NUTS AND PLAIN HARDENED WASHERS", LATEST EDITION. BOLTS SHALL BE 5/8 DIAMETER, -sprin I® WWF 64-W2.902.9 �/ // NDERLAIN BY COMPACTED IN // UNLESS OTHERWISE NOTED. NUTS SHALL BE HEAVY HEX. A LOCKING DEVICE SHALL BE \\ \ SITU SOIL \\ j\ INSTALLED ON ALL STEEL TO STEEL CONNECTIONS. 3'-9" +` Sprint Spectrum L.P. 9. CONTRACTOR SHALL COMPLY WITH AWS CODE FOR PROCEDURES, APPEARANCE, QUALITY OF WELDS AND FOR METHODS USED IN CORRECTIVE WELDING. ALL WELDERS AND WELDING Crossroads Corporate Center V-6" 14 STIRRUPS AT 1'-6" PROCESSES SHALL BE QUALIFIED IN ACCORDANCE WITH AWS "STANDARD QUALIFICATION 1 International Blvd., Ste. 800 12' 0/C (TYPICAL) PROCEDURES". ALL WELDS SHALL BE WITH E70 ELECTRODES, UNLESS OTHERWISE NOTED. Mahwah, New Jersey 07495 Phone: (201) 512-4700 A FOUNDATION S ECTI 0 N 10. UNLESS OTHERWISE NOTED, ALL STEEL, BOLTS AND U-BOLTS SHALL BE HOT-DIP Fax: (201) 512-4713 GALVANIZED AFTER FABRICATION CONFORMING ASTM A153. i S_4 SCALE: 1/2"=1'-0' 11, TRIMMED ENDS OF STEEL AND DISTURBED SURFACES SHALL RECEIVE A COAT OF Z.R.C. COLD GALVANIZING COMPOUND AS MANUFACTURED BY Z.R.C. CHEMICAL PRODUCTS CO., 33/4" VERIZON ANTENNA ELEVATION QUINCY, MASS. J-BO LTS S_t�. (12 REQUIRED) SCALE. 3/4"=1 -0" .HOOKED 12. ALL SPECIALTY ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. BO i CD C 13. ALL MASTS SHALL BE CONTINUOUS (WITHOUT SPLICE) AND SHALL BE INSTALLED PLUMB nWlre�eSS MANUFACTURER: SWEDCOM CORPORATION UNLESS OTHERWISE NOTED. MODEL: ALP-E 9011-DIN ENHANCED LOG-PERIODIC ANTENNA 60 HERRICKS ROADCONCRETE NOTES MINEOLA, NY 11501 I® ®I 3" 6" 3" HEIGHT: 43" (516) 294-1090 - - - - V-0" WIDTH: 6.5" CONSTRUCTION 1. CONCRETE CON HCONFORM - DEPTH: 8 S O SHALL TO THE LATEST EDITION OF THE AMERICAN BEARING WEIGHT (INCLUDING BRACKETS): 20 LBS. CONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE PROJECT NUMBER 12'-4" 3/4' PLATE (ACI 318-95) AND COMMENTARY ACI 318R-95". 1239 r T 2. CAST-IN-PLACE CONCRETE SHALL BE NORMAL WEIGHT CONCRETE AND SHALL HAVE MINIMUM DRAWN COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. SLUMP SHALL BE 4 INCHES (t1 INCH). BY FOUNDATION PLAN Q 1/4 AIR ENTRAINMENT SHALL BE 8%. D'P. S_4 SCALE: 1/4'=1'-0" 3. CONCRETE REINFORCING BARS SHALL BE GRADE 60 DEFORMED BARS AND SHALL CONFORM TO ASTM SPECIFICATION A 615 WITH A MINIMUM YIELD STRENGTH Fy=60 ksi. WELDED WIRE P.E.P. FABRIC REINFORCEMENT SHALL CONFORM TO ASTM A82 AND SHALL HAVE A MINIMUM NU SEE DWG, S-2 FOR SHELTER LOCATION AND --� 3 Fy=70 ksi. DATE UE ORIENTATION. 4. UNLESS OTHERWISE NOTED, MINIMUM CONCRETE COVER FOR REINFORCING BARS SHALL BE 0 03/23/DO CONST. REVIEW 2 BEARING PLATE DETAIL AS FOLLOWS: 1 05/02/00 CONSTRUCTION S-4 SCALE: 1'=1'-0' A) 3" FOR FOUNDATION BOTTOM BARS AND VERTICAL BARS. 2 02/20/01 PLANTINGS EM, 5. MINIMUM LAP SPLICES SHALL BE 40 BAR DIAMETERS. 1. PROVIDE (6) BEARING PLATES. 6. CONCRETE INSPECTIONS SHALL BE PERFORMED PER SPRINT AND VERIZON STANDARDS. STANDARD PANELS LCABLE TE OUND FOUNDATION NOTES 4" MUFFLER EPDM FASCIA 1. FOUNDATIONS SHALL BEAR ON UNDISTURBED NATURAL SOIL OR COMPACTED STRUCTURAL 3„ 7 1/2" FILL HAVING A MINIMUM ALLOWABLE BEARING CAPACITY OF 1500 POUNDS PER SQUARE FOOT. A.C. UNIT 2. CONTRACTOR SHALL EMPLOY ALL NECESSARY MEASURES TO SAFEGUARD THE STRUCTURAL INTEGRITY OF ADJACENT STRUCTURES DURING EXCAVATION AND CONSTRUCTION OF A,C. UNIT o4 A.C. UNIT 2 -0 3'-2" FOUNDATIONS. SIDEWALL STABILITY OF EXCAVATIONS SHALL BE MAINTAINED DURING APPROVALS INTEGRAL EXHAUST LOUVER EXCAVATION. ANY UNUSUAL FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. PROJECT MANAGER: DATE: ' DISCONNECT SWITCH 3'-3" X 3'-3' FUEL FILL & VENT o 3. BOTTOM OF EXCAVATION SHALL BE CLEANED OF LOOSE MATERIAL AND WATER PRIOR TO SPRINT REP: DATE: PLACEMENT OF CONCRETE. DEWATERING SHALL BE PERFORMED WITHOUT LOOSENING $" X ,2' OF THE SUBGRADE. VERIZON REP: DATE: o 4. FOOTINGS AND SLABS SHALL BE PLACED ON FIRM, DRY AND NON-FROZEN SUBGRADE. cV I I x co SITE NAME: FF N 5. SEE REPLACEMENT MONOPOLE MANUFACTURER'S DRAWINGS FOR REPLACEMENT MONOPOLE FOUNDATION DRAWINGS AND DETAILS. TTITUCK N MA GFI RECEPTACLE SHELTER ANCHORING NOTES Srff NUM NY33XC688/958283 B LEFT ELEVATION C REAR ELEVATION 1 BYEKUQLLMAN IINDUSTRIES, INC., AVENEL,T SHELTER AND I N.J.ON I (908)E636-1500.D ARE ED ON INFORMATION PROVIDED SITE i SCALE: 1/4" ' � =, -oS_q, SCALE 1/4'=,'-oELIJAH S LANE 8c RT 25 - S-4 ' 2. INSTALL SHELTER IN FULL ACCORDANCE WITH MANUFACTURER'S CURRENT PUBLISHED SOUTHOLD, NY INSTALLATION INSTRUCTIONS. EPDM FASCIA LIGHTING FIXTURE 3. REFER TO DRAWING S-2 FOR SHELTER LOCATION. BLOCK & LOT: 4. INSTALL BEARING PLATES FURNISHED WITHSHELTER. WELD SHELTER TO BEARING PLATES. DIST. 1 000, SEC. 108 ELECTRODES SHALL BE E70XX OR E60XX. BLOCK 4, LOT 11 .3 4'-0" 2'-0" A.C. UNIT SECURITY VIEW HOLE (TYP.) EXHAUST LOUVER X V-3A SHEET TTrLE 0 0 0 I �* D D o DETAILS co PETER E. PAPAY ��OF NEW yOR SHEET NUMBER E FRONT ELEVATION UNAUTHORIZED ALTERATION OR D RIGHT ELEVATION ADDITION TO THIS DOCUMENT IS S-4 SCALE: 1/4'=1'-0' S_q SCALE; 1/4'=1'-0' A VIOLATION O YORK CONSTATE209OF THE °Fti No 06 690 S - 4,�`�� EDUCATION LAW. SFS PROFESSI�NP� N.Y. PROFESSIONAL ENGINEER NO. 064690 o. EXISTING UTILITY LANDSCAPE NOTES POLE (TYP.) PLANT LIST I. ALL EXISTING VEGETATION TO REMAIN TO BE ADEQUATELY PROTECTED PRIOR TO COMMENCEMENT OF CONSTRUCTION. J / 2. ALL EXISTING VEGETATION TO REMAIN TO BE LIMBED UP/PRUNED BACK AS NEEDED KEY BOTANICAL NAME COMMON NAME QTY. SIZE ROOT REMARKS �' \ \s �� 3 TO REMOVE ANY DEAD, DAMAGED, DISEASED, DYING, OR HAZARDOUS LIMBS. 6-7 FULL UNIFORM BRANCHING / �ff 3. EVERY EFFORT TO BE MADE BY THE CONTRACTOR TO PREVENT/MINIMIZE COMPACTION OF TO THUJA OCCIDENTALIS AMERICAN ARBORVITAE 14 HEIGHT B&B TREES TO BE PLANTED GENERALLY 6' 0/C CONNELLY & MASTON J \�fS,, • l `/v SOIL IMMEDIATELY OVER THE TREE'S ROOT SYSTEM WITHIN THE DRIP LINE. „ 535 ELIJAH'S LANE / `` -2 1/2 FULL UNIFORM BRANCHING MATTITUCK, NY 11952 �'l/ \�� / �j'' 4. IF ROOT DAMAGE OCCURS TO AN EXISTING PLANT THAT IS TO REMAIN, THE CROWN QB QUERCUS BOREALIS RED OAK 3 CALIPER B&B EES TO BE PLANTED GENERALLY 17' O C J ; `\ / S OF THE TREE IS TO BE REDUCED THRU SELECTIVE PRUNING DONE IN A MANNER TO MAINTAIN THE NATURAL CHARACTER OF THE PLANT PROPORTIONAL TO THE AMOUNT/DEGREE/PERCENTAGE OF ROOT LOSS, F 5. ALL STUMPS AND OTHER TREE PARTS, LITTER, WEEDS, EXCESS OR SCRAP BUILDING LEGEND �ti J/;�/ '\�°� \�\ / �p �� MATERIALS, OR OTHER DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH NEW YORK DEPARTMENT OF ENVIRONMENTAL CONSERVATION REGULATIONS. NO TREE STUMPS, PORTIONS OF TREE TRUNKS OR LIMBS SHALL BE BURIED ANYWHERE LIGHT LINES DENOTE EXISTING CONDITIONS �P� J�J/ �" \. IN THE DEVELOPMENT. ALL DEAD OR DYING TREES, STANDING OR FALLEN, SHALL BE PAPAY ENGINEERING & CONSTRUCTION, INC. / i .3 REMOVED FROM THE SITE. RAMSEY, NJ 07446 HEAVY LINES DENOTE PROPOSED CONDI1IONS .J, 100 HILLTOP ROAD, J/ S> 6. PRIOR TO ANY EXCAVATION FOR THE INSTALLATION OF PLANT MATERIAL, THE CONTRACTOR 201-934-2828 —E— POWER WIRING GF, J/' e� SHALL DETERMINE THE EXACT LOCATION AND ELEVATION Of ANY AND ALL UNDERGROUND UTILITIES. —T-- TELEPHONE WIRING J� EPS 7. THE CONTRACTOR SHALL INSPECT ALL PLANTING AREAS BEFORE ANY TOPSOILING OR - - - EXISTING OVERHEAD UTILITIES \ J/ �iRN PLANTING IS BEGUN TO INSURE ADEQUATE DRAINAGE EXISTS. IF AN AREAS TO BE \ LANDSCAPED SHOW EVIDENCE OF POOR DRAINAGE, THE CONTRACTOR SHALL NOTIFY l' \ THE OWNER IMMEDIATELY FOR CORRECTIVE ACTION. ANY PLANT MATERIAL THAT DIES DUE —31- EXISTING CONTOUR \ Jam,% i TO POOR OR INADEQUATE DRAINAGE SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. true gyp,/ G�4 `\`. 8. TOPSOIL MOVED DURING THE COURSE OF CONSTRUCTION SHALL BE REDISTRIBUTED SO (approx.) AS TO PROVIDE AT LEAST FIVE (5) INCHES OF COVER TO ALL AREAS OF THE DEVELOPMENT AND SHALL BE STABILIZED BY SEEDING, SODDING, OR PLANTING. 4W S r1 nt Spectrum \ �.�/ a�� \ `\ �� /• 9. TOPSOIL SHALL BE IN A NATURAL, FRIABLE TOPSOIL, REPRESENTATIVE Of PRODUCTIVE p L.P. Spri 340' '` �� ' SUBSOIL, FORESOILS IN THE IGNITY. IT ATTERSTOXICHALL BE OBTAINED FROM SUBSTANCES AND ANYHARMFULMATERIIAAL FREE OF Crossroads Corporate Center 1 International Blvd., Ste. 800 10. BACKFILL MATERIAL FOR BACKFILLING AROUND TREE/SHRUB BALLS SHALL BE A MIXTURE Mahwah, New Jersey 07495 BY VOLUME OF THE FOLLOWING MATERIALS IN QUANTITIES SPECIFIED: 1/5 PEAT MOSS, 4/5 / \�4 TOPSOIL, ADD 15 LBS. OF 20-10-5 FERTILIZER PER CUBIC YARD OF BACKFILL. BACKFILL Phone: (201) 512-4700 4 6 110' GP�GjO `\1 / MATERIAL BY ANALYSIS SHALL HAVE AT LEAST 157 ORGANIC MATTER. Fax: (201) 512-4713 11. ALL PLANT MATERIAL THAT IS TO BE INSTALLED TO BE IN FULL COMPLIANCE WITH THE �1' / SPECIFICATIONS CITED IN THE 'PLANT LIST". ANY DEVIATION/SUBSTITUTION FROM THE 230' �O ] \� / PLANT LIST TO BE REVIEWED AND APPROVED BY THE PROJECT LANDSCAPE ARCHITECT PRIOR SPRINT ORIENTATIOO- EXIST. UTILITY `\ TO THE PURCHASE OF THE MATERIAL. ' •61 �$ro• POLE �`� �� 12. ALL LANDSCAPE MATERIALS TO BE OF NURSERY STOCK AND FREE OF INSECTS AND DISEASE. �`J true \ HUNTER \� F�,• t \ 13. ALL TREES, SHRUBS, AND GROUND COVERS TO COMPLY WITH THE REQUIREMENTS OF ANSI 55 260.1 "AMERICAN STANDARDS FOR NURSERY STOCK" AND AS FURTHER SPECIFIED. a (approx.) \ COSCOD, CT 06807-1809 � c,��F-�P � � UNDERGROUND �,/�1/ •/ \, , Q/Q N �O UTILITIES /t / 14. ALL TREES TO BE STRAIGHT TRUNKED AND LEADER(S) INTACT. wireless 15. ALL LANDSCAPE BEDS, PLANTED AREAS, AND TREE SAUCERS TO CONTAIN 3" SHREDDED 347 \ / �.�� N� /�/ / PINE BARK MULCH. 60 HERRICKS ROAD / MINEOL.A, NY 11501 LIMIT OF j �P ��/� /' 16. PLANTING BEDS RECEIVING MULCH SHALL BE TREATED WITH A PRE-EMERGENT HERBICIDE CLEARING F\. �'\ /�/ EXIST. LIPA PRIOR TO PLANTING AND MULCH PLACEMENT. APPLY IN ACCORDANCE WITH STANDARD TRADE (516) 294-1090 \ � � UNDERGROUND 102PRACTICE. rO01 SPLICE BOX \.,'/ 0��0��5 /„� 6' ��/ �ry j PROJECT NUMBER �0 �� 1239 VERIZON ORIENTATION ,,/ \o� /r��' �' ry �� s� t/�/ - /�/ �� qs- DRAWNBY ^� ' sz) By S � ® x NEIGHLEY %, � � x + o� �, � ��,\5�0�\S �/s ,�ti �f'p ♦ DA E ISSUE 27 CASE AVENUE /� x ' �.� � � \UF' PATCHOGUE, NY 11772 % \* o ' em S0 c/ /`� �,0 0 02/12/01 APPROVAL j �� \ \�, �/� 1 02/2%1 PLANTINGS DECIDUOUS 3 x \f +/ �� 0,�� Q P� PLANTING (TYP.) L_ �' FS �' / PLAN COMPOUND /011 31 Rol 110, A 2 EVERGREEN y x\00 PLANTING (TYP) �p� + S \�G \ yo��1 EXISTING 1 STORY \ j' + ' BLOCK TELECOM ; �o LOCATE ANCHOR STAKE 18` AWAY FROM BUILDING TO REMAIN,,"-- ^,'`� TREE TRUNK ON SIDE OF PREVAILING WIND. APPROVALS \ j' + ® + �� j T-RAIL, IRON STAKE OR ACCEPTABLE WOODEN suesllTUTE. ANCHOR FIRMLY PROJECT MANAGER: DATE: EXISTING 1 STORY � /'/ / ^oAGGREGATE TELECOM / BUILDING TO REMAIN /= SPRINT REP; DATE: " FASTEN TRUNK TO STAKE VERIZON REP: DATE: �p LOCATE ANCHOR STAKE 18 AWAY FROM TREE TRUNK WITH TREE RING TREE WRAP UP TO LOWEST BRANCH. ON SIDE OF PREVAILING WIND, T-RAIL, IRON STAKE OR MAINTAIN FOR GUARANTEE PERIOD ACCEPTABLE WOODEN SUBSTITUTE. ANCHOR FIRMLY OX �5� CROWN OF ROOT BALL SHALL BEAR SAME SITE NAME: RELATION (OR SLIGHTLY ABOVE) TO FINISHED p�``�0 PINE BARK MULCH GRADE AS IT BORE TO PREVIOUS GRADE MATTITU C K FASTEN TRUNK TO STAKE ( FOLD DOWN OR CUT AND REMOVE TOP StrE NUMBER; /�/• ��o�` `� �� /, /' WITH TREE RING CREATE SOIL SAUCER WITH e-113 OF BURLAP. IF IS USED, REMOVE TOTALLY NON-BIODEGRADABLE NY3 3 X C 6 8 8 9 5 8 2 8 3 TOPSOIL (MIN. 6) / ADDR , / o� �• SMESS: � S � \i ELIJAH'S LAN E & RT 25 WILLIAM J. BAXTER, JR. CROWN OF ROOT BALL SHALL BEAR SAME //\ \/ TOPSOIL BACKFILL; SOUTH 0 LD, NY S\ 1030 EAST PUTNAM AVENUE \/ 4/5 TOPSOIL GREENWICH, CT 06830 RELATION (OR SLIGHTLY ABOVE) TO FINISHED �\ \ / / 1/5 PEAT MOSS \ i GRADE AS IT BORE TO PREVIOUS GRADE BLOCK do LOT; COMPACT SUBSOIL TO DIST. 10��, SEC. 108 PINE BARK MULCH FOLD DOWN OR CUT AND REMOVE TOP Y\ \\\\\\\\ FORM PEDESTAL AND 1/3 OF BURLAP. IF NON-BIODEGRADABLE // // // // //\ \i PREVENT SETTLING BLOCK 4 LOT 11 3 \ j (MIN. 3�} ` WRAP IS USED, REMOVE TOTALLY \\\i\\ \i\\%\\%\\i\\\i\\%\\/\ ' i ODDON \ ;/ � CREATE SOIL SAUCER WITH �� TWICE BALL DIAMETER 315 RACHELS ROAD \ ,/ TOPSOIL (MIN. 61 MATTITUCK, NY 11952 `k 3 DECIDUOUS TREE PLANTING DE j\ ,/= \�/,\�/\!/,\�/,\�/.�// _ /\\//,\ ,\� SCALE: NONE „ . \ TOPSOIL BACKFILL: 1. DO NOT DAMAGE MAIN ROOTS OR DESTROY ROOT BALL SHEET TTFLE \/ 4/5 TOPSOIL / /^1\\\ [-ANDSCAPIE PLAN \ '• ' . /� 1/5 PEAT MOSS WHEN INSTALLING TREE STAKE. L-1 SCALE: 1"=20' �/\ \\/ COMPACT SUBSOIL TO 2. WATER THOROUGHLY SUBSEQUENT TO INSTALLATION. LANDSCAPE PLAN / ,,/ //\ ..:`• •. ::, �\\j\\j�\j\• � ,,, • ,'. , ' \ FORM PEDESTAL AND 3. REMOVE TREE RING AND STAKE AT END F AR 4, GRAPHIC SCALE / /\/ /\//\//\//\//\/\/\/ /. AND NOTES / PREVENT SETTLING PERIOD. 0 GUARANTEE 20 0 10 20 ,a ao PETER E. PAPAY r�. TWICE BALL DIAMETER 't�OF NEW YOR 00 ( IN FEET 2 EVERGREEN TREE PLANTING DETAIL C2w� R E. pAp9� SHEET NUMBER % S 1 inoh = 20 ft, HILLIARD & GONZALEZ L-1 SCALE: NONE UNAUTHORIZED ALTERATION ORP. * �- NEW SUFFOLK, NY 11956 NOTES: BOX 248 1. DO NOT DAMAGE MAIN ROOTS OR DESTROY ROOT BALL ADDITION TO THIS DOCUMENT IS WHEN INSTALLING TREE STAKE. I NE �\ A VIOLATION OF SECTION 7209 2. WATER THOROUGHLY SUBSEQUENT TO INSTALLATION. OFTHEEW YORK STATE �o EDUCATIONLAW. PftFESs 3. REMOVE TREE RING AND STAKE AT END OF GUARANTEE PERIOD. N.Y. PROFESSIONAL ENGINEER NO, 064690 GROUNDING GENERAL NOTES ELECTRICAL GENERAL NOTES 1. ALL GROUNDING SHALL COMPLY WITH THE MOST-RECENT REQUIREMENTS OF 1. SUBMITTAL OF BID INDICATES THAT THE CONTRACTOR IS COGNIZANT OF ALL JOB SITE NEC ARTICLES 250 AND 810, SPRINT STANDARD PRACTICE J96101 AND CONDITIONS AND WORK TO BE PERFORMED UNDER THIS CONTRACT. VERIZON GUIDELINES. 2. CONTRACTOR SHALL PERFORM ALL VERIFICATIONS, OBSERVATION TESTS, AND EXAMINATION 2. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING INSTALLATION WORK PRIOR TO ORDERING OF ANY EQUIPMENT AND THE ACTUAL CONSTRUCTION. CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE PROJECT MANAGER 3 AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES. true GATE 3. IF USED, EXTERIOR GROUNDING RING SHALL BE BURIED TO A MINIMUM DEPTH OF 3. VERIFY HEIGHTS WITH PROJECT MANAGER PRIOR TO INSTALLATION. S- 2'-6' BELOW FINISH GRADE TO TOP, ELECTRIC METER GROUND EXCEPTED. 4. THESE PLANS ARE DIAGRAMMATIC ONLY, FOLLOW AS CLOSELY AS POSSIBLE. approx. 4. UNLESS OTHERWISE NOTED, GROUNDING CONDUCTORS SHALL BE: 5. COORDINATE ALL WORK BETWEEN TRADES AND ALL OTHER SCHEDULING AND PROVISIONARY a) BETWEEN EXTERIOR ITEMS & BUS: CIRCUMSTANCES SURROUNDING THE PROJECT. J2 SOLID, TINNED, COPPER 6. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, INSTALLATION CONSTRUCTION TOOLS, TRANSPORTATION, ETC., FOR COMPLETE AND FUNCTIONALLY b) EXTERIOR GROUND RING: OPERATING SYSTEMS ENERGIZED AND READY FOR USE THROUGHOUT AS INDICATED ON .� . J2 CONTINUOUS, TINNED, SOLID COPPER DRAWINGS, AS SPECIFIED HEREIN AND/OR AS OTHERWISE REQUIRED, IN UTILITY TRENCH ,/� \ 2 SOLID, TINNED 2 SOLID, TINNED c) BETWEEN ANTENNA GROUND KITS & BARS: 7. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION WHEN INSTALLED AND SHALL BE OF THE BEST GRADE AND OF THE SAME MANUFACTURER THROUGHOUT FOR PAPAY ENGINEERING & CONSTRUCTION, INC. 1OPPER WIRE FROM OPPER WIRE FROM �6• STRANDED, GREEN THWIN INSULATED COPPER EACH CLASS OR GROUP OF EQUIPMENT. ELECTRICAL MATERIALS SHALL BE LISTED AND 100 HILLTOP ROAD, RAMSEY, NJ 07446 FENCE POSTS CANOPY POSTS APPROVED BY UNDERWRITER'S LABORATORIES AND SHALL BEAR THE INSPECTION LABEL "J" 201-934-2828 / ` GROUNDING CONDUCTORS LARGER THAN 6 SHIN.L HAVE A MINIMUM BENDING WHERE SUBJECT TO SUCH APPROVAL. MATERIALS SHALL MEET WITH APPROVAL OF ALL BOND TO HVAC 4 503 GROUND ROD RADIUS OF 12". GROUNDING CONDUCTORS p6 AND SMALLER SHALL HAVE A GOVERNING BODIES HAVING JURISDICTION OVER THE CONSTRUCTION. MATERIALS SHALL BE UNIT (TYP.) _� �' /� \\ `� \W(TYP. FOR 13) MINIMUM BENDING RADIUS OF 8". MANUFACTURED IN ACCORDANCE WITH ALL CURRENT APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEMA AND NBFU. ALL MATERIALS AND EQUIPMENT SHALL BE APPROVED FOR THEIR \ \ 5. GROUND SYSTEM SHALL BE TESTED IN ACCORDANCE W/ SPRINT STANDARD PRACTICE INTENDED USE AND LOCATION. _ #96104 AND VERIZON GUIDELINES, AND SHALL HAVE A RESISTANCE OF INSPECTION/7\ �' ELECTRIC SERVICE 8. ALL WORK SHALL COMPLY MATH ALL APPLICABLE GOVERNING STATE, COUNTY AND LOCAL _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 5 OHMS OR LESS. SUBMIT AN INDEPENDENT FALL OF POTENTIAL TEST REPORT TO CODES AND OSHA, NEPA AND NEC REQUIREMENTS. SLEEVE _3 /�� ` GROUND ROD 2 SOLID, TINNED AT&T AND PROJECT MANAGER. \ t�E, , STRANDED, 9, ENTIRE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF • 1OPPER WIRE FROM I TINNED COPPER , 6. NOTIFY PROJECT MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING JOB ACCEPTANCE, ALL WORK, MATERIAL AND EQUIPMENT FOUND TO BE FAULTY DURING BOND TO FENCE 3 \ BASE CIGBE , ACCA CIGBE ACCA CIGBE i SYSTEM DUE TO SITE SOIL/RESISTANCE CONDITIONS. THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION, AT THE $ METER #2 SOLID, TINNED EXPENSE OF THE CONTRACTOR. nt POST (TYP.) _3 \\ \ _3 STAND COPPER WIRE (TYP,) 7• STANDARD GROUND RODS SHALL BE 5/8"�, to' LONG, COPPER CLAD. 10. PROPERLY SEAL ALL PENETRATIONS. PROVIDE UL LISTED FIRE-STOPS WHERE PENETRATIONS 8. ALL CONNECTIONS EXTERIOR TO BTS EQUIPMENT CABINETS SHALL BE CADWELDED. ARE MADE THROUGH FIRE-RATED ASSEMBLIES, OUTDOOR WALL PENETRATIONS SHALL BE ALL INTERIOR CONNECTK)NS SHALL BE EITHER CADWELDED OR HEXAGONAL SEALED WATER-TIGHT USING SILICONE SEALANT. SEAL CONDUIT WATER TIGHT WHERE WIRING ##4�/0, STRANDED, , �B , EXITS CONDUIT. Sprint Spectrum L.P. ` 7g \ \ \, BARE, TINNED COPPER4COMPRESSION CRIMP, UNLESS OTHERWISE NOTIED. AL MECHANICAL CONNECTIONS 6 CFL UTILIZING BOLTS SHALL BE MADE WITH TWO HIOLE, LONG BARREL LUGS AND 11. LOCATE ALL PENETRATIONS SUCH THAT ALL REINFORCEMENT CONTAINED WITHIN THE EXISTINGCrossroads Corporate Center MIGB ` \ \ CABINET STAINLESS STEEL HARDWARE. APPLY ANTI-OXIDANTBUILDING CONSTRUCTION REMAINS INTACT AND UNDISTURBED. SUBMIT LOCATING METHOD TO P AT ALL MECHANICAL CONNECTIONS. THE PROJECT MANAGER FOR APPROVAL PRIOR TO EXECUTION. 1 International Blvd., Ste. 800 -2 \ ROUND RING (TYP.) -3 I 9. THE FOLLOWING LIST OF ITEMS SHALL BE CONNECTED TO THE NEW GROUND RING: 12. DELIVER ALL BROCHURES, OPERATING MANUALS, CATALOGS AND SHOP DRAWINGS TO THE Mahwah, New Jersey 07495 PRIMARY ACCA \ ' (WHERE APPLICABLE & WITHOUT LIMITATION): PROJECT MANAGER AT JOB COMPLETION. Phone: (201) 512-4700 CIGBE ` / I I ALL EQUIPMENT CABINETS 13. ALL CONDUCTORS SHALL BE COPPER. MINIMUM CONDUCTOR SIZE SHALL BE #12 AWG., Fax: (201) 512-4713 9 WAVEGUIDE UNLESS OTHERWISE NOTED. CONDUCTORS SHALL BE TYPE THAN, RATED IN ACCORDANCE GROWTH ACCA f � \ / -� GROUND 1OPPER 2 SOLID, TINNED I I SHELTERS MATH NEC 110-14(c). CIGBE WIRE ' SUPPORT 14. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING POST ROUND RING) ( EXTERIOR CABLE SUPPORT SYSTEM t AS RATING NOT LESS THE MAXIMUM INTERRUPTING CURRENT TO WHICH THEY MAY BE SHOWN ON CHAIN UNK 3 / NEW MONOPOLE PLAN 1 PPC EQUIPMENT SUPPORT FRAME SUBJECTED, AND A MINIMUM OF 10,000 A.I.C. SERVICE EQUIPMENT SHALL WITHSTAND FAULT CURRENT ESTABLISHED BY THE UTILITY. FENCE S_ t GROUND RING C, to -, PRIMARY I EQUIPMENT CANOPY 15. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED IN ACCORDANCE WITH THE z z POWER BATTERY POWER NATIONAL ELECTRICAL CODE; ARTICLES 250 & 810 AND THE UTILITY COMPANY STANDARDS. \\004011111110000 o & RADIO CABINET CABINET CABINET CABINET I ANTENNA TRANSMISSION CABLES. (3 LOCATIONS EACH) C9 � 16. PATCH, REPAIR AND PAINT ANY AREA THAT HAS BEEN DAMAGED IN THE COURSE OF THE � CABLE 2 GROUND ROD I ANTENNA SUPPORTS OF MATCHING CEILING ADHESIONS SHALLBE PERFORMED wireless BRIDGE (TYP,) - f (TYPICAL) I SUPPORT I BY AN OWNER-APPROVED ROOFER. MAINTAIN ALL EXISTING ROOF WARRANTIES, PPC CABINET AND SUPPORT POST g WAVEGUIDE - FRAME 17. INTERIOR RECEPTACLES SHALL BE NEMA 5-20R, HUBBELL #5362, BROWN. WEATHERPROOF, 60 HERRICKS ROAD ROUND - - - - - - - - - - - -� - - - - - - - - - - - SERVICE GROUND ELECTRODE GFI RECEPTACLES SHALL BE HUBBELL JGF5352, WITH WP26 COVER AND BELL BOX. INTERIOR MINEOLA, NY 1 1501 RECEPTACLE BOXES SHALL BE 4" X 4. BASE CIGBE ` -`� SIMILAR) WAVEGUIDE ENTRY PANELS (51 6) 294-1090 ( Y' I) NOTE: 1. ENLARGED MIGB IS SHOWN FOR CLARITY TO DEPICT THE REQUIRED 18. MINIMUM CONDUIT SIZE SHALL BE 3/4" TRADE DIAMETER; EXCEPT FOR TELEPHONE CONDUIT, EXTERIOR AIR' CONDITIONING EQUIPMENT TELCO CONDUIT RUN IN/ON BUILDINGS SHALL BE 2"0 AND HAVE MINIMUM 12" RADIUS EXISTING CHAIN \ CONDUCTORS TO THE BAR. BENDS AND ELBOWS. CONDUIT RUNS SHALL HAVE ONE 18" X 18" X 8" PULL BOX AFTER 270' OF BEND WITH A MAXIMUM OF 360' OF BEND PER RUN, STRAIGHT RUNS SHALL HAVE PROJECT NUMBER LINK FENCE O I FENCE (4 LOCATIONS) A PULL BOX AFTER EACH 75 FEET OF STRAIGHT RUN. CONDUIT RUN UNDERGROUND FROM 2, LOCATION OF THE MIGB'S TO BE DETERMINED IN FIELD AND MAY BE SITE BOUNDARY (FOLES, ETC.) TO TELCO BACKBOARDS OR DIRECT TO PPC MINI SHALL BE BOND TO EXISTING LOCATED AND SUPPORTED AS CLOSE TO EQUIPMENT AS FEASIBLE AND EXISTING MONOPOLE GROUND SYSTEM PULL SCHEDULE ROPES 4 PVC NTHINSTMINIMUM 3 IN ALL O T RADIUS SW EPS AND ELBOWS AT BENDS. 1 239 GROUND RING (TYP.) - PRACTICAL TO ACHIEVE THE DESIGNED CONFIGURATION. ALL OTHER METALLIC ITEMS NOT ELECTRICALLY GROUNDED VIA DEDICATED DRAVM BY GROUND CONDUCTOR IN FEEDER OR BRANCH CIRCUIT. 19. CONDUIT: EXISTING MONOPOLE GROUNDING - STANDARD DETAIL 10. METALLIC CONDUIT SURROUNDING GROUNDING CONDUCTORS SHALL BE GROUNDED RI CONDUIT OR SHALL BE USED U.L. LABEL IGNSTANIIZEDIN IONC C COATED DCWITH ZINC SLABS, J.D.P. IN ACCORDANCE WITH NEC ARTICLE 820-40(a)5. PROVIDE GROUND JUMPER FROM IN CONTACT WIETE TH THE EARTH, UNDER PUBLIC ROADWAYS,UNDER MASONRY WALLS OR CHECI(ED BY GROUND RING (V.I.F.) EXTERIOR EQUIPMENT CONFIGURATION BONDING BUSHING TO NEAREST BAR USING J2' WIRE AND OZ-GEDNEY TYPE HBLG EXPOSED ON/BUILDING EXTERIOR. RIGID CONDUIT IN CONTACT WITH EARTH BUSHINGS. SHALL BE APPED NTH HUNTS P PROCESS NO. 3. ALL FITTINGS SHALL BE LAPPED MTHREADED. THREADLESS CONNECTIONS RE PROHIBITED. P.E.P. GROUNDING P LAN 6�8DETAIL REV.& b. ELECTRICAL METALLIC TISHALL HAVE U.L. LABEL, FITTINGS SHALL BE DA E GLAND RING COMPRESSIONON TYPE. EMT SHALL BE USED ONLY FOR INTERIOR RUNS. V-1 SCALE: 1"=10' E_ SCALE: NONE c. LIQUID-TIGHT FLEXIBLE METAL CONDUIT SHALL BE U.L. LISTED AND SHALL BE USED 0 03/23/00 CONST, REVIEW AT FINAL CONNECTIONS TO MECHANICAL EQUIPMENT & RECTIFIERS AND WHERE 1 05/02/00 CONSTRUCTION AERMITTED FULL-SIZECONDUCTOR.CONDUIT IN IN EXCESS OF SIX FEET IN LENGTH SHALL CONTAIN 2 02/20/01 PLANTINGS 11.. ROUTE ANTENNA GROUND CONDUCTORS WITH ANTENNA CABLES. 5. TEST EXISTING GROUNDING SYSTEM BY "FALL FALL OF POTENTIAL d. CONDUIT RUNS SHALL BE SURFACE MOUNTED ON CEILINGS OR WALLS UNLESS NOTED METHOD TO VERIFY EXISTING CONDITIONS. OTHERWISE. ALL CONDUIT SHALL RUN PARALLEL OR PERPENDICULAR TO WALLS, FLOOR, CEILING, OR BEAMS. VERIFY EXACT ROUTING OF ALL EXPOSED CONDUIT WITH THE 2. REFER TO GROUNDING SCHEMATICS AND DETAILS FOR ADDITIONAL PROJECT MANAGER PRIOR TO INSTALLING. GROUNDING INFORMATION. 6. EXTEND/RE-ROUTE EXISTING GROUNDING RING IN ALL AREAS e. PVC CONDUIT MAY BE PROVIDED ONLY WHERE SHOWN, OR IN UNDERGROUND WHERE SPRINT CONSTRUCTION WILL INTERFERE. INSTALLATIONS, PROVIDE UV-RESISTANT CONDUIT WHERE EXPOSED TO THE J. GROUND ALL ANTENNA CABLES AT BASE CIGBE PRIOR TO PORT ENTRY. " ATMOSPHERE. PROVIDE GROUND CONDUCTOR IN ALL PVC RUNS; EXCEPT WHERE 7. RETEST GROUNDING SYSTEM BY FALL OF POTENTIAL METHOD' PERMITTED BY CODE TO OMIT. 4. UTILIZE CALL BEFORE YOU DIG (1-800-245-2828) AND AN TO 5 OHMS OR LESS, AND CONFIRM TO AT&T WIRELESS. 20. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENT ENGRAVED PLASTIC INDEPENDENT UTILITY LOCATING SERVICE. SEE ELECTRICAL LABELS. BACKGROUND SHALL BE BLACK WITH WHITE LETTERS; EXCEPT AS REQUIRED PROVIDE TWO LAMP, MOTION BY CODE TO FOLLOW A DIFFERENT SCHEME. GENERAL NOTE #25. 8. BASED ON RESISTANCE TEST PERFORMED ON 06/21/00 BY DETECTING LIGHT FIXTURE W/ (2) 1 21. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, SHORT CIRCUIT, AND FALL OF SCOTT TESTING, THE RESISTANCE OF THE EXISTING GROUND 150W PAR LAMPS. INTELECTRON EXIST. UTILITY POTENTIAL GROUNDING TESTS FOR APPROVAL. SUBMIT TEST REPORTS TO PROJECT MANAGER. SYSTEM IS 4.88 OHMS. MODEL #BC820OR WITH 60 MINUTE S-3 POLE GROUNDING SYSTEM RESISTANCE SHALL NOT EXCEED 10 OHMS. IF THE RESISTANCE VALUE IS EXCEEDED, NOTIFY THE PROJECT MANAGER FOR FURTHER INSTRUCTION ON METHODS FOR TIMER. MOUNT TO PPC POST REDUCING THE RESISTANCE VALUE, ANTENNA 2 ANTENNA mi 22. CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK IN A COMPLETE MASTS _ GROUND KITS 2 12 & 1 12G TO 15 EXISTING AT&T 6 CFL AND UNDAMAGED CONDITION. LEGALLY DISPOSE OF ALL REMOVED, UNUSED AND EXCESS APPROVALS ( ) ( ) _3 CABINET MATERIAL GENERATED BY THE WORK OF THIS CONTRACT. DELIVER ITEMS INDICATED ON 1 POLE C/B IN PPC EQUIPMENT SHELTER THE DRAWINGS TO THE OWNER IN GOOD CONDITION. OBTAIN SIGNED RECEIPT UPON DELIVERY. PROJECT MANAGER: DATE: ISOLATE NEUTRAL 23. COORDINATE WITH UTILITY COMPANY FOR CONNECTION OF TEMPORARY AND PERMANENT #2 SOLID, TINNED 6 STRANDED, INSULATED COPPER POWER TO THE SITE. THE TEMPORARY POWER AND ALL HOOKUP COSTS SHALL BE PAID BY COPPER WIRE (TYP, ANTENNA CIGBE WIRE (TYP. FOR ANTENNA CABLE PPC CABINET. REMOVE NEUTRAL FROM GROUND THE CONTRACTOR. SPRINT REP: DATE: UNLESS OTHERWISE 410 GROUND KITS) TO GROUND BONDING JUMPER IN $ METER 24. VERIFY ALL EXISTING CIRCUITRY PRIOR TO REMOVAL AND NEW WORK. MAINTAIN POWER NOTED) 0 ° ° ° o CABINET BREAKER PANEL VERIZON REP: DATE: O O O O DISCONNECT PROVIDED _3 STAND TO ALL OTHER AREAS & CIRCUITS NOT SCHEDULED FOR REMOVAL. BY SHELTER MFR, 25. LOCATE AND MARK-OUT ALL UNDERGROUND UTILITIES AND STRUCTURES THROUGH THE (1) , TI STRANDED, TERMINATE MAKE�FINALICONNECTIONS ( ) USE OF AN INDEPENDENT UTILITY LOCATING SERVICE PRIOR TO EXCAVATION, HAND DIG IN AREAS BARE, TINNED COPPER _ INSIDE SHELTER WHERE EXISTING UTILITIES AND/OR STRUCTURES ARE LOCATED. SITE NAME r TO EQUIPMENT AFTER INSTALLATION VERIZON EQUIPMENT SHELTER MATTITU C K NEW 806 GPs MONOPOLE AN,I,�� i - _3 I I BOND TO MONOPOLE RADIPRIO i POWER i POWER GROUNID PER NEC SITE NUMBEIIA W 2-HOLE LUG & CABINET 1=01 INET �` #.250 (M.) NY33XC 688 958283 / GPS CIGBE I I r_- -I S.S. HARDWAREEXISTINIG LIPA BURIED � 0 0 0 0 2 ANTENNA CABLE 2 ANTENNA CABLE I I I,- I „ Fo 0 0 0 C 0 _ GROUND KITS _ GROUND KITS L-.F_J L J--J o o SPLICE BOX SITE ADDRIESS: 1 1/4 X 4 X 24 TINNED, PROVIDE (3) 250MCM ELIJAH S LANE & RT 25 • COPPER GROUND BAR. I IN 3° IPVC CONDUIT SOUTH 0 LD NY NEWTON FIG. 3056 (TYP.) 2 ANTENNA CABLE ��' �� gGeE GROWTH ACCA CIGBE E GROUND KITS o 0 0 0 0 0 0 0 0 0 0 0 w �- 526 0 0 0 0 0 o I I,, BASE EXTEND TELCO TO PRIMARY ----- ---- -- - - ---- -- --- W E E DISTT• 1000 CIGBE _ RADIO BASE CIGBE RGS CONDUIT, SEE INET IN 1NO EJ2 T T T TT TT W E E , SEC. 108 0 ° ° ° 41 6 0 E E E E ET E T T BLOCK 4, LOT 11 .3 (1) 14/0 STRANDED, 41 ° ° ° ° PROVIDE �3) #2 & (1) #8G E E E E E E E #2 SOLID, TINNED #2 SOLID, TINNED 78 MIGB AT IN 1 1/4 RGS CONDUIT IXISTINIG 4 PVC TELCO BARE, TINNED COPPER COPPER GROUND RING COPPER GROUND RING 0 PROVIDE (2) 112 & (1) #12G CDT. WJ/ NEW FIBER UNE (AT MONOPOLE) (AT EQUIPMENT) ° o 0 0 ° E-1 PLATFORM PROVIDE 4" PVC TELCO IN VI PVC CONDUIT FOR CFL POWER, FROM IUTIUTY POLE TO CFL #2 SOLID, TINNED 526 CABLE BRIDGE CONDUIT W/ PULL-ROPE PROVIDE 20A, 1 POLE DEDICATED C/B CABINEIT BY BELL ATLANTIC COPPER TO TINNED, STRANDED, BARE AND WIRE. SEE NOTE #2 CONNECTION TO EXISTING TELCO MONOPOLE BASE - SUPPORT POSTS TINNED, COPPER WIRE PROVIDE 4 PVC TELCO CONDUIT W/ PULL-ROPE CDT, k NEW BURIED PULL BOX SHEET TFrLE PPC AND SUP1 1PORT PROVIDE �3) #3/O & (1) #4G BY BELL ATLANTIC PO IN 2 1/2 PVC CONDUIT PROVIDIE (1) 4" PVC TELCO CONDUlIT W/ PULL-ROPE #2 SOLID, TINNED #2 SOLID, TINNED COPPER 2 ELECTRIC TELEPHONE SERVICE SCHEMATIC ELECTRICAL PLANS, COPPER TO EXISTING ELECTRIC SERVICE _ IN UTILITY TRENCH E_1 SCALE: NONE GROUND RING FENCE GROUND ELECTRODE PETER E. PAPAY DETAILS AND NOTES OTES: POSTS N 1. UTILITIES SHOWN ARE PRELIMINARY AND SUBJECT TO UTILITY COMPANY APPROVAL. 2 SPRINT GROUNDING SCHEMATIC ©F Ny J ,�� oR� SCALE; NONE (2) T1 SERVICE CABLES AND (1) POTS CABLE FROM CFL CABINET TO PPC CABINET.2. PROVIDE (1) 4" TELEPHONE CONDUIT WITH (1) 1/4" POLYPROPYLENE PULL-ROPES AND CO E•. SHEET NUMBER E-1 PROVIDE CABINET1 SERVICE EET I) N 1 T / " CONDUIT. PROVIDE ( POTS E BELDENMODCABLE 7OM FRRADIOPC CABINET TO PRIMARY L #868 OR T1 SERVICE & WEST PENN MODEL UNAUTHORIZED ALTERATION OR #54568 FOR POTS. COIL 15' OF SLACK AT EACH CONDUIT END. LABEL ALL CABLES. ADDITION TO THIS DOCUMENT IS NOMETALLIC CONDUITS CARRYING GROUND CONDUCTORS ONLY SHALL 2. FOLLOW THE ABOVE SCHEMATIC FOR ALL CARRIERS ANTENNA CABLES AND BE BONDED AT BOTH ENDS TO THE NEAREST GROUND BAR WITH SUPPORTS AT TOP & BOTTOM OF MONOPOLE. GROUND ALL. ANTENNA CABLES 3. ALL UNDERGROUND PVC CONDUITS SHALL BE SCHEDULE 40. ALL EXPOSED PVC CONDUITS SHALL A VIOLATION OF SECTION 7209 �� 90 #2 SOLID, TINNED COPPER AND OZ-GEDNEY TYPE HBLG BUSHINGS. AT ENTRIES TO EQUIPMENT AND EQUIPMENT SHELTERS, EQUIPMENT GROUNDING BE SCHEDULE 80, uv RESISTANT. ED THE NEW YORK STATE �� °• 06� SHOWN APPLIES TO SPRINT EQUIPMENT. EDUCATION LAW. ys�0 PRDFEss�o�'a� N.Y. PROFESSIONAL ENGINEER NO. 064690 FUTURE ANTENNA & CABLE SPRINT THIRD PARTY BILL_ OF MATERIALS TO BE ROUTED TO ACCA BEHIND GROWTH CABINET #2 SITE NAME> MATTITUCK SITE NO,> NY33XC688 Tx0 Rx0 FTx2_� Tx1/Rx1 GPS UNIT DESCRIPTI❑N QUANTITY LENGTH TOTAL LENGTH PART NUMBER GL ACCOUNT / GPS UNIT FURNISHED BY LUCENT ITEM# (each) (feet each) (feet ordered) ANTENNA TYPE: TYPICAL TECHNOLOGIES 1 (340°) ANTENNA; "DECIBEL DB98OH90T2E—M" 2 N/A N/A 98OH9OT2EM 107001 F=41,10,F� AZIMUTH 340'— DECIBEL DB980H9OT2E—M WITH "DOWN' TILT BRACKET DB5098 2 N/A N/A DB5098 107001 AZIMUTH 110:— DECIBEL DB980H90T2E—M (110°) ANTENNA; 'DECIBEL DB98OH9OT2E—M' 2 N/A N/A 98OH9OT2EM 107001 AZIMUTH 230*— DECIBEL DB980H90T2E—MN TYPE FEMALE CONNECTOR (UNIT) I I WITH "DOWN" TILT BRACKET DB5098 2 N/A N/A DB5098 107001 7/16" DIN TYPE FEMALE CONNECTOR (ANTENNA) N TYPE MALE CONNECTOR CABLEWAVE 734803 (230°) ANTENNA; "DECIBEL DB980H9OT2E—M" 2 N/A N/A 98OH9OT2EM 107001 7/16" DIN TYPE MALE CONNECTOR WITH "D❑WN" TILT BRACKET DB5098 2 N/A N/A DB5098 107001 (3400) 1 5/8' DIAMETER COAXIAL CABLE; PAPAY ENGINEERING & CONSTRUCTION, INC. CABLEWAVE 734750 2 CABLEWAVE 'FLC158-50J' Z 165 330 107001 810 9 2 0 0 Q 1 100 HILLTOP ROAD. RAMSEY, NJ 07446 201-934-2828 I I CABLEWAVE CABLE TYPE FLC12-50J (110°) 1 5/8' DIAMETER COAXIAL CABLE; 7/16" DIN TYPE MALE CONNECTOR CABLEWAVE GROUNDING KIT CABLEWAVE "FLC158-50J" 2 165 330 810920001 107001 CABLEWAVE 734750 (TYPICAL) (230°) 1 5/8" DIAMETER COAXIAL CABLE; " TYPE FEMALE CONNECTOR CABLEWAVE 'FLC158-50J" Z 165 330 $10920001 107001 . SECTOR CIGBE I I CABLEWAVE DIN 3 (340° SECTOR) UNATTACHED DIN-FEMALE CONNECTOR; CABLEWAVE '734756' 4 N/A N/A 734756 107001 (NEAR ANTENNAS) = I CABLEWAVE 734756 _ — _ _ �� (110' SECTOR) UNATTACHED DIN-FEMALE CONNECTOR; CABLEWAVE '734756' 4 N/A N/A 734756 107001 CABLEWAVE CABLE TYPE FLC158-50J CABLEWAVE CABLE TYPE FLC12-50J (230° SECTOR) UNATTACHED DIN-FEMALE CONNECTOR; CABLEWAVE '734756' 4 N/A N/A 734756 107001 W ( I 4 1/2# DIA, O I L JUMPER CABLE ANTENNA6 3 N/A 815396003 107001 sprint Spectrum L.P. CABLEWAVE FLC12-50J WITH 734750 ATTACHED Crossroads Corporate Center BASE CIGBE DIN MALE CONNECTOR AT ANTENNA AND 734750 1 International Bled., Ste. Boo 07 (0 MONOPOLE BASE) = DIN—MALE CONNECTOR AT MAIN LINE Mahwah, New Jersey 07 Phone: (201) 512-47000 5 1/2" DIAMETER C❑AXIAL CABLE; 1 165 165 810918001 107001 Fax: (201) 512-4713 CABLEWAVE 'FLC12-50J" (GPS) 6 UNATTACHED MALE CONNECTOR; CABLEWAVE '734803' 2 N/A N/A 734803 107001 ACCA CIGBE (GPS) (NEAR BTS _ 7/16" DIN TYPE FEMALE CONNECTOR 7 MINI PPC CABINET IN LINE, MANUFACTURED BY 1 N/A N/A N2101WO1 108002 EQUIPMENT) — CABLEWAVE 734756 NORTHERN TECHNOLOGIES MODEL #N2101—WO1, 11111111111111111111111000 NOTE, REPLACE ONE DOUBLE—POLE, 60A BREAKER 16" DIN TYPE MALE CONNECTOR WITH TWO SINGLE—POLE.. 20A BREAKERS 7/16" KITS W/ WEATHERPROOFING Ili wireless BY OTHERS I CABLEWAVE 734750 (340° SECTOR) — 1 5/$'0 CABLE CABLEWAVE 916201 6 N/A N/A 916201 106011 60 HERRICKS ROAD (1100 SECTOR) — 1 5/8"0 CABLE CABLEWAVE 916201 6 N/A N/A 916201 106011 MINEOLA, NY 11501 (230" SECTOR) — 1 5/8"0 CABLE CABLEWAVE 916201 6 N/A N/A 916201 106011 (516) 294-1090 CABLEWAVE CABLE TYPE FLC12-50J N TYPE MALE CONNECTOR CABLEWAVE 734803 (GPS UNIT) — 1/200 CABLE CABLEWAVE 916198 2 N/A N/A 916198 106011 9 WEATHERPROOFING KITS AT JOINTS 20 N/A N/A 916132 107001 PROJECT NUMBER I I PRIMARY RADIO CABINET BUTYL RUBBER TAPE AND PLASTIC TAPE 1239 GPS CABLEWAVE 916132_j D WN BY 10 SPLIT COMPRESSION BUSHING FOR LUCENT 7 N/A N/A 303394 107001 J,D.P, SECTOR (TYP.) CLEAR HEAT EQUIPMENT JUMPER ENTRY CHECKED BY BURNDY GROUND LUG SHRINK NOTES P.E.P. SEE TABBLE FOR SIZE GROUND DA uE NOTESDO NOT INSTALL GROUND KITS ON CABLE BENDS, S,S, NUT AND MORDEL CONDUCTOR 1) THIS BILL OF MATERIAL IS BASED ❑N INPUT FROM RF. 1 0 03/23/00 CONST. REVIEW S.S, LOCK HER MIN. 2) ALL THIRD PARTY MATERIAL DESCRIBED ABOVE WILL BE FURNISHED BY SPRINT. 1 05/02/00 CONSTRUCTION INSTALL KOPR-SHIELD - = r PROVIDE GROUNDING CLAMP, 12 ST (TYP,) TYP. FOR 3 PER CORNER) BURNDY TYPE GAR OR EQUAL) PENN FENCE EXTERIOR FACE (TYP-) FABRIC OF SHELTER - ANTENNA GROUND BAR COAXIAL CABLE GROUNDS HVAC UNIT NEWTON 3056 1/4'x4 x20 (EIA)( ') VERIZON EQUIPMENT (TYPICAL) #6 SGI (TYP,) SHELTER 0 0 0 0 0 0 0 EIA TOP RAIL 0 0 0 0 0 ENTRY INTERIOR FENCE CORNER PORT GROUND RING POST #2 ST. ROUTE WITH 12 SOLID, TINNED, COPPER ANTENNA CABLES GROUND WIRE TO FRAME OF HVAC UNIT PAPAY ENGINEERING & CONSTRUCTION, INC. O EXTERIOR GROUND BAR o O 0 0 0 LO O 0 0 00 100 HILLTOP ROAD,o INTERIOR GROUND BAR 2 SOLID, TINNED COPPER RAMSEY. NJ 07446 LOWER MASTER GROUND BAR FURNISHED WITH SHELTER o 0 0 0 o 0 0 o FURNISHED WITH SHELTER TO GROUND RING 1 DOUBLE HOLE 201-934-2a28 (0 BASE OF MONOPOLE) #2 SOLID, TINNED, LUG #2 ST. ROUTE WITH COPPER WIRE - ANTENNA CABLES CABLE CABLE BRIDGE INTERIOR EXTERIOR FASTEN TO SHELTER WALL EIA TRAY SUPPORT POSTS #2 ST WAC UNIT, 3/4"� PVC CONDUIT. BURNDY TYPE FENCE POSTS PIPE CLAMP,, HEAVY DUTY AS (TY" AT ALL GROUND 0 0 0 0 0 GAR CLAMP #2 ST 2 ST SHELTER 2 ST SHELTER (TYP.) ) • GRADE 0 0 0 0 PIG TAIL TYPICAL SKID TYPICAL 1/2" PVC SLEEVE SEAL HOLE WITH MANUFACTURED BY BURNDY TYP. PENETRATIONS (TYPICAL) (TYPICAL) SILICONE CAULK nt AT 45' ANGLE FINISHED #2 ST i GRADE Sprint Spectrum L.P. ELECTRIC SERVICE i y�\��\\,\\ 4 a , \,�� , Crossroads Corporate Center MONOPOLE GROUND SHELTER GROUND GROUND ROD EXTEND PIG TAIL i i ' #2 _j �\ / 1 International Blvd., Ste. 800 RING RING yyALL TO GROUND RING �'- -- c• 4 a /.c Mahwah New Jersey 07495 #2 ST TO EXISTING = _ _ _ � �j� TO GROUND Phone (201 ) 512 4700 GROUND RING #2 ST GROUND RANG \\ a //\ RING Fax: (201) 512-4713 4©. ST- SOLID TINNED COPPER WIRE • . '' 3 FENCE GROUNDING DETAIL <� SGI- STRANDED, GREEN INSULATED COPPER WIRE VE R I Z 0 N GROUND BAR SCHEMATIC / 2 \D ETAI L SALE-3 SCALE: NONE ` EIA- COAXIAL SIGNAL GROUND AT OUTER SHIELD E-3 SCALE: NONE E-3 • N ANDREW TYPE 241088 W/ FIELD INSTALLED, \01100� CRIMP-ON, 2-HOLE LUG & WEATHERPROOF / 4\\ HVAC UNIT GROUND Ili wireless KIT AT ALL ANTENNA CABLES MASTS-ANTENNA SUPPORT PIPE AND BURNDY TYPE BLACKBURN TYPE SDG24 E-3 SCALE. 1/2"-1'-0' 60 GAR CLAMP AT ALL MASTS GRADE LEVEL HANDHOLE FINISHED MIIN 0 A, NY ROA NY 115011 (COVER & VAULT) GRADE (516) 294-1090 PROJECT NUMBER 2.25 15 6.5 15 2.25 \\ 1'-2" \//� a � 1239 DRA BY J �, VAULT /// \ HECKED BY ° ° ° ° J.D.P. 9.191 //� N INSTALL WAVEGUIDE ENTRY ENTRANCES FOR (2) FOR 6.203 6 X 6 POST (TYP,} \��\ / #2 ST TO SHELTER SHELTER FURNISHED MANU MANUFACTURER P.E.P. DA CONDUITS RESERVED FOR BELL TEST LOOP �\�/\ _ \�/ ��/ •��/� ATLANTIC SERVICE ° 000 MUE SUPPORTED ANTENNA NTRANCE FOR GROUND o GROUND MASTS � 0 0 03/23/00 CONST. REVIEW `./ 1 05/02/0 120 VAC ENTRANCEN CONDUCTOR ° 0 2 02/20/010 CONSTRUCTION PLANNCADWELD �0000 rn o ENTRANCES FOR (2) 470 o CUSTOMER CONDUITS °(TYPICAL) EXTERIOR GROUND BAR. RMJ-55-D101 COPPER W • N INSULATORS FURNISHED BY PROVIDE ANTENNA CABLE GROUND SHELTER MANUFACTURER 6' KIT AND WEATHERPROOFING KIT 'q- "' GROUND FOR EACH CABLE HERE --� 5,071 ROD CADWELD CONNECTION SEAL TOPS OF 9.959 (TYPICAL) CONDUITS 19.877 I N S P ECTI 0 N SLE EVE D ETAI L GROUND CONNECTION ONE HOLE CLAMP (TYP,) 5 CONDUIT ALIGNMENT TEMPLATE E-3 SCALE, NONE FROM INTERIOR BAR E-3 SCALE: 1/2"=1'-0" CONDUCTOR IN 3/4"0 PVC CONDUIT APPROVALS NMI 1. ALL DIMENSIONS ARE IN INCHES. #2 SOLID, TINNED COPPER (TYP.) PROJECT MANAGER: DATE: 4'-0" 10 1/2'° 24 1/8" 1 4'-0" MIN 12 X12" X 5-4* GRADE SPRINT REP: DATE: 2°� THROUGH RAINTIGHT TROUGH. VERIZON REP: DATE PROVIDE 1/2-0 SQ. D #RD 125 WITH BOLT WITH WASHERS AT BOTH SIDES (TYP, AT 11 LOCATIONS) RB HUBS r' - - - - - - PROVIDE LIPA APPROVED, TO GROUND RING SITE NAME; CABINET MOUNTING BRACKET - - - - - - - PROVIDE 4 X 4' X 4'-0. 2003 WIRE METER/BASE(IYP,�E, MATTITUCK PROVIDED BY BELL PRESSURE TREATED WOOD CFL CABINET PROVIDED PROVIDE 4' X 5' X 3/4" PRESSURE 00-- _________METER BY LIPA (TYP,} SITE NUMBER: BY BELL TREATED PLYWOOD (BOTH SIDES) PROVIDE 200 AMP, 2-POLE, SOLID 1 E MINIMUM N Y3 3 X C 0 8 8/9 5 8 2 8 3 2" X 6" X 4'-0' PRESSURE 0 NEUTRAL, FUSIBLE, WEATHERPROOF SERVICE BENDING RADIUS . �, TREATED WOOD TO SUPPORT 3`0 STD, WT, PIPE DISCONNECT SWITCH SQ. D #D224NRB. SITE Appy: � LOWER BRACKETS -LINE W �Z_ M U (3 1/2* O,D.)(TYP, FUSE FOR 200 AMPS (TYP,) 9 (NAVE G U I D E GROUND E L I J A H S LANE BC RT 25 PROVIDE (1) 4" SCH. 40 PVC FROM 5 SW CHPROVIDE BOX AND COVER ORPERFECTETELCOF Lo a M : NONE CABINET TO SPRINT PPC AND (1) __ BOX AT PBOULERIED SPLICE E:-3 sc SOUTHOLD, NY 4 0 SCH. 40 PVC FROM CABINET TO _3 CABINET AT 30 A,G.L MODEL SW20-2 P1000 GALVANIZED VERIZON SHELTER SWITCH do COVER AND MODEL T100 BOX. UNISTRUT (TYP.) BLOCK & SWITCH IS 20A, 2-POLE. SEE NOTE #2 LOT. DIST. 1000, SEC. 108 � 5 CONDUIT BURNDY TYPE 3"0 TO VERIZON SHELTER BLOCK 4 LOT 11 .3 PROVIDE 6' X 6' X 11'-0' PRESSURE S1 S`ppe _3 AIJGNMENT GAR CLAMP 3'0 TO SPRINT PPC TREATED WOOD POST EMBEDDED IN ; Li CONCRETE AND CAPPED WITH GALVANIZm BOND TO EQUIPMENT SHEET METAL, PROVIDE 6' GRAVEL BASE FINISHED GRADE FINISHED (GRADE GROUND RING. SEE EXISTING AT POST BOTTOM (TYPICAL FOR 3) PROVIDE i'� SCHEDULE 40 PVC TO DWG, E-1 GRADE PROVIDE #2 AWG SOLID, BARE, TINNED 20A DEDICATED BREAKER IN PPC W/ .b (2) #12 AND (1) #12G. ROUTE IN CONCRETE: /i../i../iii\ UTILITY TRENCH COPPER CABINET GROUND CONDUCTOR. 15 3/4" 15 3/4" CONNECT TO NEW GROUND RING, ROUTEGROUND PER NEC IN UTILITY TRENCH. LEAVE 48 PIGTAIL o / ARTICLE #250 (TYP.) LE ABOVE GRADE PROVIDE (1) 4-04 5 '11 \ 2000 PSI SCH. 40 PVC TO - _� \ . �:: . \ CONCRETE j NEW PULL-BOX 5N-6,� GRAVEL = BASE ELECTRICAL DETAILS ELEVATION LEFT SIDE ELEVATION 1'-°'� 1'-°"o FRONT ELEV ..yamy .. PETER E. PAPAY /'6 \TELEPHONE CABINET MOUNTING FRAME /8\METER STAND s. �� HEW SCALE 1 2 =1 -0 5� SER E SHEET NUMBER E-3 scALE: 1/2'=1'—a" E-3 UNAUTHORIZED ALTERATION OR PRO1. VIDE SCHEDULE 80, UV RESISTANT PVC AT ABOVE 3, ALIGN CONDUITS USING TEMPLATE DURING ADDITION TO THIS DOCUMENT IS 'I GRADE LOCATIONS. INSTALLATION. A VIOLATION OF SECTION 7209 �06 ED �1. rop o6690 E - 3��`` 2. POWER AT TELCO CABINET MOUNTING FRAME IS REQUIRED THE NEW YORK STATE �s EDUCATION LAW. F�pRoFREss�Q�'4` FROM ONE SOURCE ONLY. CONNECTION IS SHOWN FROM SPRINT PPC. N.Y, PROFESSIONAL ENGINEER N0. 064690