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Home My WebLink About20540-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z-24388 Date MAY 30, 1996 THIS CERTIFIES that the building ACCESSORY Location of Property 21855 COUNTY ROAD #48 CUTCHOGUE NY House No. Street Hamlet County Tax Map No. 1000 Section 96 Block 1 Lot 19.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 13, 1991 pursuant to which Building Permit No. 20540-Z dated APRIL 10, 1992 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 AN ACCESSORY MONOPOLE RADIO TOWER ANTENNA AS PER ZBA APPEAL #4058 & 4062. The certificate is issued to ARTHUR V. JUNGE (owner) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A UNDERWRITERS CERTIFICATE NO. N237927 JUNE 8, 1992 PLUMBERS CERTIFICATION DATED N/A Bu' ding Inspector Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z-24389 Date NAY 30, 1996 THIS CERTIFIES that the building ACCESSORY Location of Property 21855 COUNTY ROAD #48 CUTCHOGUE NY House No. Street Hamlet County Tax Map No. 1000 Section 96 Block 1 Lot 19.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 13, 1991 pursuant to which Building Permit No. 20540-Z dated APRIL 10, 1992 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 AN ACCESSORY EQUIPMENT SHED AS APPLIED FOR UNDER ZBA APPEAL #4058 & 4062. The certificate is issued to ARTHUR V. JUNGE (owner) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A UNDERWRITERS CERTIFICATE NO. N237927 JUNE 8, 1992 PLUMBERS CERTIFICATION DATED N/A AV uilding Inspector Rev. 1/81 L l r Form No. 6 q r TOWN OF SOUTHOLD O BUILDING DEPARTMENT f TOWN HALL OR 765-1802 W 6LOG. DEPT. nF SOUTWO! D 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 buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $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 Buildine - $100.00 3. Copy of Certificate of Occupancy - _ -25C: 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date New Construction. Old Or Pre-e sing Building....... ,,11 Location of Property ....~.1. P~ ...............~V~Q vim............ House No. Street Iet 01-..firA\)r Onwer or Owners of Property.. .l~ .B1ock.... j........... Lot ...MM,1...•••••••••• County Tax Map No 1000, Section... Subdivision...... ..............................Filed Map........ Af`..Ln~ot.... I.. Permit No ~/J....Lo-z..Date Of Permit ..........*1.0..7... Applicant) .fit l` ~..~.::v••.... Health Dept. Approval... Vtt.~ .................Underwriters Approval.. X _5 Planning Board Approval... / Request for: Temporary Certificate........... Final Certicate. Fee Submitted: ~o R 3 y APPLICAN Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 1996 765-1802 ~6LDG. DEPT. 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 buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $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 Building - $100.00 3. Copy of Certificate of Occupancy - .25,~. 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date New Construction.. Old Or Pre- is ing Building........ r Location of Property ....~.I.fl .7.~ ...............1?U J im............ House No. Street I et Onwer or Owners of Property ...l..... r~ J r .~VN ' County Tax Map No 1000, Section .9.....E ........Block..... ) Lot.... ...,.1 Subdivision.....[... ..............................Filed Map.......... .Lot... Permit No ~ V. 57q - ..Date Of Permit....... .f ~-.gApplicantNJ.y Health Dept. Approval... .................Underwriters Approval...Ve_5................. Planning Board Approval../ Request for: Temporaryy Certificate........... Final Certicate. Fee Submitted: s. ~ J : CQ Rg ss34 C a l(~yJ 1~ APPLICAN FORM No. s 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) NNO. 205402 _ pDate ......5! 199..2 ~ CJ.v, .z ise~u"~ Permission .V is,hereby grapt to* A~f.....,. to . = f X-~ l at premises located at I, J~ ,41`J ....1 ~~i'`X,Gay ......G ....rk L`lQ~rB.. oG County Tax Mop No. 1000 Section , / Black Lot No....... 19 Pursuant to application dotal f d y 19.24 and approved by the Building Inspector, xg 4 B g l or Rev. 6/30/80 THE NEW YORK BOARD OF FIRE UNDERWRITERS 1AGE 1 119LiyQ4 BUREAU OF ELECTRICITY F- 85 JOHN STREET. NEW YORK, NEW YORK 10038 Date JUNE 08,199" Application No. onfile 77190592/92 N 2379:'? THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number in the premises of NYNN% ttoBILE COHMUNICA.CO, ROUTE 48, CUTCHOUGE, N.Y. in thefo/lowing location, ? Basement C Ist Fl. ? 2nd Ff. OUT ,Sertion Block Lot s was examined on NAY F,1992 andfound to be in compliance with the requirementsof this Board. IS, FIXTURE KEPTACLFS SWI7CXES FIXTURES RANGES COOKING DECKS OVENS DISHWASHERS EXHAUST FANS OUTLETS INCANDESCENT FLUORESCENT OTHER MAT. K. W. AMT. K.W. T. K.W. T. K. W. AMT. H.P. a DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT TIME CLOCKS NU. UNIT HEATERS MULTI-OUTLET DIMMERS AMT. K. W at H. P. GAS H. P. AMT. NO. A. W. G. AMT. AMP. MIT. AMPS. TRANS. AMT. H P SYSTEMS AMT WATTS NO. OF FEET SERVICE DISCONNECT NO. OF S E R V 1 C E AMT. AMP. TYPE METER 1,0 2w 1 •P 3W 3 Ar 3W 3 F AW NO. Of CC. COND. A. W 6. NO. Of HIAEG A. W. G NO. Of NEUTRAIS A. W, G. EQUIP. PER a a CC. COND. OF HI uo OF NEUTRAL 1 2i70 5 1 1 3.A 1 3/~ OTHER APPARATUS: a i iCHAlADLN ELEi'TRIC 1,IC.43540 E BOR 1017 NATN ROAD 3 CUTCHOGUE, NY, 11935 GiNERA? MANAGER 11 V Per a 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. L-urT ruK ISUILDINC. OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. r1':LD i::S:Z a}ILNif % c~ y . O'I (1st) o 711DLT~ S V x.e ?OUNDATION (2nd) o .',OUCH FRAME & qQ -PLUMBING N H 3. ~ m n LIISULATIO;! PER N. Y. • • STATE ENERGY CODs , of 1. FINAL ADDITIONAL COMMENTS: x o e Q ~i y O W S _ • r S -a H IIOARO OF NEAL.T11 t" 3 SETS OF PLANS I Y F mM NO. I SURVEY TOW0,FSOUTHOLD CHECK. a APR X18 1992 BUILDING DEPARTMENT SEPTIC FORM ?J TOWN HALL ~tTOWNOFS SOUTHOLD, N.Y. 11971 NOTIFY BLDG- 0 HOLD TEL.: 765-1802 CALL 47.2-a0.v8'.......... . Examine 199.E MAIL: TO: /'S d ~1 p ~7 D Approved ~ 19L'Permit No. Disapproved a/c l.~ S... y°S~' Aug 991 (B,r~ ing nspcctor) APPLICATI N FOR BUILDING PERMIT Date July 1591. INSI RUCTIONS a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector, with 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 appli- cation. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issued a Building Permit to the applicant. Such permit shall be kept on the premises available for inspection throughout the work. e.. No building shall be occupied or used in whole or in part for any purpose 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 laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. NYNEX MOBILE COMMUNICATIONS (Signature of applicant, or name, if a corporation) c/o Marie Ongioni, Esq. 2.1.8.Ero•nt-S.t•,.Bo-x.-.562•,••Gre`enpor-b; - N•.•Y: (DIailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder. ...Lessee, Name of owner of premises ....Arthur V....4u!'Ae,. IJIc.. . . . . . . . . . . . . . . . . (as on (lie tax roll or latest deed) If applicant is a corporation, signature of duly authorized olTicer. (Name and title of corporate officer) Builder's License No . Plumber's License No . Electrician's License No . Other Trade's License No . 1. Location of land on which proposed work will be done . . . . . . . . . . . . . ?~?~...MiAdle. R.d.,, !qty. Rd ...48............ .~4T.~f~°GC t<.. [louse Number Street Hamlet County Tax Map No. 1000 Section U9Fi Block .......1 Lot 19,J............ Subdivision Filed Map No. Lot............... (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Commer c1a 1. o.f.E i_ c es.. A b. Intended use and occupancy some use of .premises,., Installaaion of ik monopole zadio tower and equipment building 3. Nature of work (check which applicable); New Building X..... Addition _ Altdration .e/:..... . Repair Removal De"Ation . . . . . . . . . . Other Work C- (Description) 4. Estimated Cost y < 0, .v!! Fee (to be paid on tiling this app ication) S. If dwelling, number of dwelling units Pf a Number of dwelling units on each floor If garage, number of cars . 6. If business, commercial or m aeupancy, specify nature and extent of each type of use ...N/.A 7. Dimensions of exisfLLl'g's<nidu14-" 1(dhy: Front Rear Depth Height Number of Stories . Dimensions of same structure with alterations or additions: Front . Rear . . . Depth Height Number of Stories . 8. Dimensions of entire new construction: Front ..131 Rear 13'• Depth IidYldirig 27'fourtdaeia Height Number of Stones . 9. Size of lot: Front ' • ' • • ....168 Rear .......188.+/......... Depth 252 . 10. Date of Purchase ....lease . Name of Former Owner 11. Zone or use district in which premises are situated ........Ll . , • • • • • , • , , , , , 12. Does proposed construction violate any zoning law, ordinance or regulation: .....No . 13. Will lot be regradfd *Yes asee. Will excess fill be removed from premises: X Yes No 14. Name ofk)az /0 prenuses .NYNEX • • • • • • • • • • • • . Address/.o A, Ongicmi Phone No477-.2048 Name of Architect Edward A .Kelcey............ Address/.o A, .Qngiani Phone, No%77-.2048 Name of Contractor Address Phone No. PLOT DIM;RANI Locate clearly and distinctly all buildings, whether existing or proposed, and, indicate all set-back dimensions from property lines. Give street and block number or description according to deed, and show street names and indicate whether interior or corner lot. i l 8 (b) 18' x 18' monopole foundation with 105' 7-1/2" monopole STATE OF NEWtYO S.S COUNT OF. . ' " lad L ~ • • being duly sworn, deposes and says that he is the applicant (Name of individual signing contract above named. Ile is the -7 p orate agent, cor porate officer, etc.) of said aw wr-w-owners; and is duly authorized to perform or have performed the Said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ........................day of..................... 119... Notary Public, . . . . . . . . . . . . . . . County n CLAIRE L OL&W NolarY Public. No.4879 795 B /f7 Cluallfled in Suffolk County ~J g ComminionEvinoOneme.ra1o7~ Tl~/ 2~ZCZ~ ( g ature~fapp,,ant) 11 c c~ t~'" FORM NO. 3 TO1vN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL Date ......AUGUST 15 19.9.I... To MARIE ONGIONI,. BSQ. (AGENT) NYNE% MOBILE COMMUNICATION (LESSEE) ARTHUR JUNGE, INC. 218 FRONT STREET BOX 562 GREENPORT, N.Y. 11944 PLEASE TAKE NOTICE that your application dated . ro?•Y.9 ,REC. AUG. 13, lq 91 for permit to CONSTRUCT MONOPOLE RADIO TOWER & EQUIPMENT BUILDING .................................................at Location of Property 21855 COUNTY ROAD 48 CUTCHO~' N.Y. House No. Street ' ................Hamlet County Tax Map No. 1000 Section 96........ Block . '971 .......Lot Subdivision Filed Map No. Lot No. is returned herewith and disapproved on the following grounds UNDER ARTICLE %IV SECTION 100-142 PROPOSED CONSTRUCTION WILL HAVE INSUFFICIENT SIDE YARD AND REAR YARD SETBACKS. ACTION REQUIRED BY THE ZONING BOARD OF APPEALS AND SITE PLAN APPROVAL IS REQUIRED BY-THE PLANNING BOARD. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . lG.~. ~ til g Inspector THO J.! FISHER RV 1/80 ~~~~U~FOCK f PLANNING BOARD MEMBERS SCOTT L. HARRIS Bennett Orlowski, Jr., Chairman cp,~. Supervisor George Ritchie Latham, Jr Richard d c' ' - ~t l Town Hall, 53095 Main Road r4 sc(fztf' Mark S' Iortald P.O. Box 1 179 Kenneth V swards t, PLANNING BOARD OFFICE Southold, New York 11971 Telephone Y ' u (~~yl765-1~J38 TOWN OF SOUTHOLD Fax (516) 765-1823 lJ llama.- TpVJ€v t q,)ijIh) ,,a February 25, 1992 Marie Ongioni, Attorney at Law 218 Front Street Greenport, New York 11944 Re: Amendment to Site plan of Arthur V. Junge, Inc. for NYNEX Mobile Communications N/s CR 48 Cutchogue, New York SCTM 1000-96-1-19 Dear Ms. Ongioni: The following resolution was adopted by the Southold Town Planning Board at a meeting held on Monday, Februay 24, 1992. BE IT RESOLVED That the Southold Town Planning Board, acting under the State Environmental Quality Review Act, as the lead agency makes a determination of non-significance and grants a Negative Declaration for the amended site D)an.,of Arthur V. Junge Inc. for NYNEX Mobile Communications, last revised on July 31, 1991, signed by Richard E. Tangel, Licensed Engineer, and received in this office on September 13, 1991. A copy of the Negative Declaration is enclosed for your records. Please submit a copy of the site plan with Health Department approval (or waiver) so that we may proceed with your site plan. Sincerely, Bennett Orlowski, Jr. Chairman J ~0~2 PLANNING BOARD MEMBERS CIO n SCOTT L. HARRIS Bennett Orlowski, Jr., Chairman Supervisor George Ritchie Latham, Jr, r Richard G. Ward Town Hall, 53095 Main Road r Mark S. McDonald P.O. Box 1179 Kenneth L. Edwards PLANNING BOARD OFFICE Southold, New York 11971 Telephone (516) 765-1938 TOWN OF SOUTHOLD Fax (516) 765-1823 State Environmental Quality Review NEGATIVE DECLARATION Notice of Determination of Non-Significance February 24, 1992 This notice is issued pursuant to Part 617 of the implementing regulations pertaining to Article 8 (State Environmental Quality Review Act) of the Environmental Law. The Southold Town Planning Board, as lead agency, has determined that the proposed action described below will not have a significant effect on the environment and a Draft Environmental Impact Statement will not be prepared. Name of Action: Amended Site Plan of Arthur V. Junge Inc. (Industrial Building) for NYNEX Mobile Communications Co. SCTM#: 1000-96-1-19 Location: North side of CR 48, approximately 750' west of Cox's Lane, Cutchogue, New York SEQR Status: Type I ( ) Unlisted (x ) Conditioned Negative Declaration: Yes ( ) No (x) Page 2. Negative Declaration Southold Planning Board Description of Action: To construct a monopole one hundred (1001) in height, for the purpose of installing a cellular communications transmitter; and to construct an unmanned, pre-fabricated accessory service building whose dimensions will be 12' by 26'. This communications facility will inhabit the same premises as an existing industrial building that is 110' by 40' in size. Reasons Supporting This Determination: No correspondence has been received from the New York State Department of Environmental Conservation's Stony Brook office. Therefore, it is assumed that there are no comments or objections from that agency. No correspondence has been received from the, Department of Health Services. Therefore, it is assumed that there are no comments or objections from that agency. No correspondence has been received from the Southold Town Zoning Board of Appeals. Therefore, it is assumed that there are no comments or objections from that agency. It should be noted that the Zoning Board has issued variances for reduction in the rear and side yard setbacks and for an increase in the maximum allowed height for the tower, and has issued a Special Exception for the public utility use. The Planning Board finds that the potential environmental impacts of the proposed construction are not significant. (The potential impacts of the proposed project also were reviewed by our environmental consultant in a report dated February 3, 1992. This report has been considered by this Board in making this determination of a Negative Declaration.) The Board's findings are supported by the following information. 1. The site lies within a large Light Industrial zone, and is adjacent to the Town's landfill. The proposed use is approriate to this zoning district. 2. While there are two non-conforming residential dwellings to the west of the site, the view of the new building and tower will be partially screened by additional landscaping that will be planted to the west of the monopole. 3. Since the site will be unmanned, there will be no noticeable increase in vehicular traffic to and from the site as a whole. Page 3. Negative Declaration Southold Town Planning Board 4. The anticipated radio emissions from the antennae appear to be within the Radiation Hazard Standards of the Occupational Safety and Health Administration (OSHA) and the American National Standards Institute (ANSI). For Further Information: Contact Person: Valerie Scopaz Address: Southold Town Planning Board P.O. Box 1179, Southold, N.Y. 11952 Telephone Number: (516) 765-1938 cc: Suffolk County Department of Health Services Commissioner Jorling, NYSDEC, Albany Judith Terry, Town Clerk Southold Town Building Department Southold Town Zoning Board of Appeals Cramer, Voorhis & Associates, Inc. Applicant: NYNEX Mobile Communications c/o Ongioni Property Owner: Arthur Junge h~oPSUFFO(~~OGy~ 1 °y x SCOTT L. HARRIS PLANNING BOARD MEMBERS v0 Supervisor c~ Bennett Orlowski, Jr., Chairman George Ritchie Latham, Jr. Town Hall, 53095 Main Road Richard G. Ward P.O. Box 1179 Mark S. McDonald Southold, New York 11971 Kenneth L. Edwards PLANNING BOARD OFFICE TOWN OF SOUTHOLD Fax (516) 765-1823 Telephone (516) 765-1938 r3 i , April 7, 1992 ' APR - 8 Marie Ongioni Attorney At Law TLr>u 218 Front Street TOV Greenport, New York 11944 RE: Amended Site Plan for NYNEx Mobile Communications and Arthur V. Junge, Inc. Proposed Amendment to Approved Site Plan for Arthur V. Junge Industrial Building NIS County Road 48, Cutchogue, New York SCTM#1000-96-1-19 Dear Ms. Ongioni: The following resolution was adopted by the Southold Town Planning Board at a meeting held on Monday, April 6, 1992. WHEREAS, Arthur V. Junge, Inc. is the owner of the property known and designated as Arthur V. Junge Industrial Building SCTM#1000-96-1-19, located at 21855 County Road 48 in Cutchogue; and WHEREAS, a formal application for the approval of this site plan was submitted on September 13, 1991; and WHEREAS, the Southold Town Planning Board, pursuant to the State Environmental Quality Review Act, (Article 8), Part 617, declared itself Lead Agency and issued a Negative Declaration on February 24, 1992; and WHEREAS, a Special Exception was granted by the Zoning Board of Appeals on November 21, 1991; and Page 2 NYNEX Mobile Communications WHEREAS, this site plan was certified by Victor Lessard, Principal Building Inspector on March 3, 1992; and WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold have been met; and be it therefore, RESOLVED, that the Southold Town Planning Board approve and authorize the Chairman to endorse the final survey dated November 19, 1991, subject to a one year review from date of building permit. Enclosed please find a copy of the map that was endorsed by the Chairman. Please contact this office if you have any further questions. Very truly yours, I Bennett Orlowski, Jr.nS Chairman Encl. cc: Victor Lessard, Principal Building Inspector ? Scott Russell,. Town Assessors office MARIE ONGIONI ATTORNEY AT LAW 218 FRONT STREET. GREENPORT. NEW YORK 11944 D' C hj (316) 477.2048 FAX (316) 477-8919 fe AUG 131991 V11- August st 6, 1991 Victor Lessard, Building Inspector Town of Southold 53095 Main Road Southold, New York 11971 Re: Application of NYNEX Mobile Communications For Approval of Monopole for Communication Tower Dear Mr. Lessard: I am the attorney for NYNEX Mobile Communication. Enclosed herewith is an original and two copies of the application for a Building Permit together with one set of plans for the proposed Monopole Tower and equipment building. The plans consist of the proposed site plan and details, site layout and building foundations, monopole foundation and details, electrical layout and details, grounding layout and details, boring legs and miscellaneous details. The tower is to be located on County Road 48 in Cutchogue known on the Suffolk County Tax Map as 1000/96/1/19. Please review the plans and issue the appropriate documentation at your earliest convenience. Thank you for your cooperation. V y ruly yours, IE ONGIONI _ MO/jb Enclosures E D W A R D S AND K E L C E Y, I N C. 70 South Orange Avenue _ Livingston, New Jersey 07039 Engineers Planners Telephone: (201) 994-4520 Consultants Fax: (201) 994-7176 May 6, 1992 i 175? t - MAY Town of Southold Town Hall 53095 Main Road I Tr;;, P.O. Box 1179 Southold, NY 11971 ATTN: Town Inspector Subject: NYNEX MCC Cutchogue Site Construction Inspection EK 92-8012 Dear Sir: As requested of Mr. Scott Wiatroski of Edwards and Kelcey Inc., please accept this letter as our acknowledgement and approval for ComNet Construction Services Inc. to remove forms and backfill the monopole foundation 24 hours after placing the concrete. Should you have any questions or require additional information please contact our office. Very tn, yours, Ric Aargel, P.E. Seciate RT/RB:amt cc: P. Buscigiio, NYNEX D. Koeppen, NYNEX E m p l o y e e o w n e r s d e d i c a t e d t o e x c e l l e n c e • vzvv vv wzv. nuq vw,nvnv vl AGt'. 93 1496 12728PM P1 : q V JUNGE INC 516 323 2479 PHONE td0. : 51b 323 247'3 Fax (516) 765-1823 'rd Town Hell, 53095 main Road Telephone (516) 765.1802 P. O. Box 11701 Southold, New York 11971 Gv'a OFFICE OF THE BUILDING INSPECTOR v ~ -v TOWN OF SOUTHOLD March 29, 1996 06 t~i0 00 Mr. Arthur Junge 6880 Nassau point oad S l y 32,~5 9-M1 Cutchogusi NY 11935 Re: Building Permit #2o540-z - (antenna & aecy shed) Premisesi 21855 CR#481 cutchogue Buff, Co. Tax map #1000•-96-1-19.1 has During a review af~®d, fandsaiCertificate ofat the above building permit has expi never been iQSUed. According to the Code of the Town OCCUPY orouse°adstructure XXVIII 100"284, it i8 unlawful tohasbben issued, until a Certificate of Occupancy possible so that we please contact this office as soon as may clear up this Matter. Thank you for your cooperation in this matter. very truly yours, SOOTNOLD TOWN BUILDING DEPT. C& t I P081-lt" brand tax transmittal memo 0 76?7 K of P.O•. rom Ca R~.P~. ~AI1l h~O~~gOFfO(,~coG o y~ Town Hall, 53095 Main Road py • Fax (516) 765-1823 P. O. Box 1179 Telephone (516) 765-1802 Southold, New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD March 29, 1996 Mr. Arthur Junge 6880 Nassau Point Road Cutchogue, NY 11935 Re: Building Permit #20540-Z - (antenna & accy shed) Premises: 21855 CR#48, Cutchogue Suff. Co. Tax Map #1000-96-1-19.1 During a review of our files it was noted that the above building permit has expired, and a Certificate of Occupancy has never been issued. According to the Code of the Town of Southold, Article XXVIII 100-284, it is unlawful to occupy or use a structure until a Certificate of Occupancy has been issued. Please contact this office as soon as possible so that we may clear up this matter. Thank you for your cooperation in this matter. Very truly yours, SOUTHOLD TOWN BUILDING DEPT. Print Key Output Page 1 5738SS1 V2R3M0 931217 SOUTHOLD 03/28/96 11:48:36 Display Device . . . . . . X5 User . . . . . . . . . . . CLAIRET NYSRPS ASSESSMENT INQUIRY DATE 3/28/96 473889 SOUTHOLD SCHOOL MATTITUCK SCHOOL ROLL SEC TAXABLE PRCLS WAREHOUSE TOTAL RES SITE 96.-1-19.1 TOTAL COM SITE 21855 CR 48 ACCT NO 13 OWNER & MAILING INFO ===!=MISC ASSESSMENT DATA JUNGE ARTHUR V !RS-SS ! **CURRENT** RES PERCENT 6880 NASSAU POINT RD ! 1 !LAND 1,200 **TAXABLE** CUTCHOGUE NY 11935 ! BANK !TOTAL 9,000 COUNTY 9,000 0185700 **PRIOR** TOWN 9,000 ! !LAND 11200 SCHOOL 91000 1 !TOTAL 91000 ==DIMENSIONS =__l=====_= SALES INFORMATION ACRES .97 !BOOK 10321 SALE DATE 04/01/87 SALE PRICE 80 000 !PAGE 00162 PR OWNER WATSON L G __=====TOTAL EXEMPTIONS 0 TOTAL SPECIAL DISTRICTS 4 CODE AMOUNT PCT INIT TERM VLG HC OWN CODE UNITS PCT TYPE VALUE !FD029 IPK090 IWW020 lSWO11 F1=NEXT PARCEL F3 =NEXT EXEMPT/SPEC F4=PREV EXEMPT/SPEC 75.10- 03-013 F6=G0 TO INVENTORY F9=G0 TO XREF F10=G0 TO MENU Southold Town Board .of Appeals ' Ol MAIN ROAD - STATE ROAD 25 SOUTHOLD, L.I.. N.Y. 11971 TELEPHONE (516) 765-1809 APPEALS BOARD MEMBERS GERARD P. GOEHRINGER, CHAIRMAN CHARLES GRIGONIS, JR. SERGE DOYEN, JR. ROBERT J.DOUGLASS September 3, 1987 JOSEPH H. SAWICKI Mr. Arthur V. Junge 6880 Nassau Point Road Cutchogue, NY 11935 Re: Appl...No. 3635 - Variance Dear Mr. Junge: Transmitted herewith for your records is a copy of the official findings and determination rendered in.the above application. The Board Members were sympathetic and do agree that this parcel should be re-zoned to permit contractor's office uses. However, due to the limited jurisdiction of the Board of Appeals under these circumstances, we are without authority--to grant the variance applied.-_ A "denied without prejudice" clause has been added in the event a future application is needed to be filed before this Board for a Special Exception or other.,permit under the newly proposed Master Plan Amendments. Yours very truly, GERARD P. GOEHRINGER 1k CHAIRMAN Enclosure Copy of Decision to: Building Department Suffolk County Planning Commission Southold Town Planning Board Southold Town Board ~I~1'~ Southold Town Board of Appeals MAIN ROAD -STATE ROAD 25 SOUTHOLD, L.I., N.Y. 11971 TELEPHONE (516) 765.1809 ACTION OF THE ZONING BOARD OF APPEALS Appeal No. 3635 Application Dated May 19, 1987 m~_ Mr. HY'Lf1Ur v. ounge Ip*+*~A11an+r~?1 6880 Nassau Point Road Cutchogue, NY 11935 At a Meeting of the Zoning Board of Appeals held on August 20, 1987, the above appeal was considered, and the action indicated below was taken on your [ ] Request for Variance Due to Lack of Access to Property New York Town Law, Section 280-a [ ] Request for Special Exception under the Zoning Ordinance Article , Section [X] Request for Variance to the Zoning Ordinance Article III, Section 100-30(A) [ ] Request for Application of ARTHUR V. JUNGE for a Variance to the Zoning Ordi- nance, Article III, Section -3 ) for permission to establish elec- trical shop use in this "A-40" Residential and Agricultural Zoning District. Location of Property: North-Side of C.R. 48, Cutchogue, NY; County Tax Map District 1000, Section 96, Block 1, Lot 19, con- taining 45,589} Sq, ft. in lot area. WHEREAS, a public hearing was held and concluded on July 16, 1987 in the Matter of the Application of ARTHUR V. JUNGE, under Application No. 3635; and WHEREAS, at said hearing all those who desired to be heard were heard and their testimony recorded; and WHEREAS, the Board has carefully considered all testimony and documentation submitted concerning this application; and WHEREAS, the Board Members have personally viewed and are familiar with the premises in question, its present zoning, and the surrounding areas; and WHEREAS, the Board made the following findings of fact: 1. The premises in question is a described parcel of land containing a.lot area of .975 of an acre, or 45,589 sq. ft., with frontage (lot width) of 168.17 feet along the north side of C.R. 48, Hamlet of Cutchogue, is vacant, and is more parti- cularly shown on the Suffolk County Tax Maps as District 1000, Section 9"6, Block 1, Lot 19. 2. The subject premises is located in the "A-40" Residential and Agricultural Zoning District and is immediately adjacent to the Town of Southold Disposal Site at the north s.i_de. The premises immediately adjoining this property along the west side is a parcel of 1.2± acres improved with a single-family dwelling and along the east side is a vacant parcel of 39,524 sq. ft. (also located in this Residential and Agricultural Zoning District). (CONTINUED ON PAGE TWO) DATED: August 20, 1987. CHAIRMAN, SOUTHOLD TOWN ZONING BOARD OF APPEALS Form ZB4 (rev._,12/81) Page 2 - Appl. No. 3635 Matter of ARTHUR V. JUNGE Decision Rendered August 20, 1987 3. Town assessment records as of the date of this decision show the owner of the subject parcel to be John S. Wickham, although it is our understanding that there has been a recent conveyance to Arthur V. Junge or Arthur'V. Junge Inc. (A copy of an unexecuted deed from Timothy Scott Gray to Arthur V. Junge dated April.6, 1987 has been furnished for the file.) 4. By this application, appellant requests a Variance from the Zoning Ordinance to permit the construction of an 440.0 sq. ft. building as shown on Site Plan prepared March 10,- 1987 by John A. Grammas and Associates and referred to as Building "A," with dimensions of 110 ft. wide by 40 ft, deep and shown to be set back 60 set from the front property line. Also shown on the Site Plan.is a_future Building "B" to the rear (north) of Building "A". The occupancy proposed by the appellant is a contractor's business. and.shop. 5. No evidence has been introduced as required by law that: (a) the land in question cannot yield a reasonable return if used only for the purpose of the zone in which it is located; (b) that the plight of the owner is due to unique circumstances and not to the general conditions of the neigh- borhood which may reflect the unreasonableness of the zoning ordinance itself-, (c) that the use to be authorized will not alter the essential character of the neighborhood; (d) there is dollars and cents proof to substantiate the unnecessary hardship claimed. This Board is aware that the proposed new Master Plan Maps depict this property for LID, Light Industry, which would permit this use by Special Exception approval, and does sympathize with petitioner's plight; however, the Board finds that the criteria set by the Courts has not been sufficiently met and therefore lacks authority to grant the relief as requested. Accordingly, on motion by Mr. Douglass, seconded by Mr. Grigonis, it was RESOLVED, that the Vari-ance_ requested under Appeal No. 3635 in the Matter of the Application of ARTHUR V. JUNGE BE AND HEREBY'IS DENIED WITHOUT-PREJUDICE. Vote of the Board: Ayes: Messrs. Goehringer, Doyen, Grigonis, Douglass and Sawicki. This resolution was duly adopted. GTRA_R - DP. `GOERRINGER, aAIRMAN September 3, 1987 .V APPEALS BOARD MEMBERS SCOTT L. HARRIS Gerard P. Goehringer, Chairman Supervisor Charles Grigonis, Jr. Serge Doyen, Jr. c°n r = Town Hall, 53095 Main Road James Dinizio, Jr. P.O. Box 1179 Robert A. Villa ~Y Southold, New York 11971 Fax (516) 765-1823 Telephone (516) 765-1809 ¢ Telephone (516) 765-1800 BOARD OF APPEALS TOWN OF SOUTHOLD December 12, 1991 Marie Ongioni, Esq. DEC 1 2 iggi 218 Front Street P.O. Box 562 Greenport, NY 11944n ' Re: Appl. No. 4058 - NYNEX Mobile Communications (Setbacks) Dear Mrs. Ongioni: Attached please find a copy of the board's findings and determination in the above matter. Please be sure to return to the Building Inspector (and other agencies which may have jurisdiction for issuance of other approvals of this project) before commencing construction activities. Copies of this determination have this date also been furnished to the Building Department and Planning Board offices for their files and update. A certified copy of the resolution was furnished several days earlier, as you know, to the Planning Board in order that they would be in a position to calendar the matter for processing at the Planning Board Meeting of Monday, December 9, 1991. (The attached findings and determination include this resolution, of course, with the same conditions of approval.) Very truly yours, Linda Kowalski Enclosure Copies of Decision to: Building Department Southold Town Planning Board Suffolk County Department of Planning PLANNING BOARD MEMBERS ~gOFFO(,~ RICHARD G. WARD CQ Town Hall, 53095 Main Road Chairman P.O. Box Box 1179 GEORGE RITCHIE LATHAM, JR. G Southold, New York 11971 x BENNETT ORLOWSKI, JR. H Fax (516) 765-3136 WILLIAM J. CREMERS 4 Telephone (516) 765-1938 KENNETH L. EDWARDS 'j'~Ol PLANNING BOARD OFFICE TOWN OF SOUTHOLD TO: Thomas Fisher, Senior Building Inspector FROM: Robert G. Kassner, Site Plan Reviewer if SUBJECT: Arthur V. Jung / NYNEX Mobile Communications N/s CR 48 Cutchogue SCTM# 1000-96-1-19 DATE: May 21, 1996 An inspection of the above referenced project was made by planning staff on this day. The inspection showed that all conditions of approval have been met. The Planning Board recommends that a Certificate of Occupancy be issued if all other Building Department requirements have been met. EMA:Y2 1.9 ; I BLDG DEPT Tb1NN OF cni "HOLD FORM No. j TOIVN OF SOUTHOLD BUILDING DEPARTMENT TO1VN CLERK'S OFFICE SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL Date AUGUST 15, 19 91 To MARIE ONGIONI, ESQ. (AGENT) NYNEX MOBILE COMMUNICATION (LESSEE) ARTHUR JUNGE, INC. 218 FRONT STREET BOX 562 GREENPORT, N.Y. 11944 PLEASE TAKE NOTICE that your application dated JiTLY 91 REC. AUG. 13, lq 91 for permit to CONSTRUCT MONOPOLE RADIO TOWER EQUIPMENT BUILDING ...........................at Location of Property 21855 COUNTY ROAD 48 CUTCHOGUE N.Y. House No. Street .......'................Hamlet County Tax Map No. 1000 Section 96.. , , , , . , Block 1 19.] .......Lot Subdivision Filed Map No. Lot No. is returned herewith and disapproved on the following -rounds UNDER ARTICLE %IV SECTION 100-142 PROPOSED CONSTRUCTION WILL HAVE INSUFFICIENT SIDE YARD AND REAR YARD SETBACKS. .ACTION REQUIRED BY THE ZONING BOARD OF APPEALS AND SITE PLAN APPROVAL IS REQUIRED BY-THE PLANNING BOARD. . G, ,lam. ! . g Inspector ~ THOMASIJ. FISHER RV 1/80 ~~otk SCOTT L. HARRIS Town Hall, 53095 Main Road SUPERVISOR P.O. Box 1179 C4 z: FAX (516) 765 - 1823 df Southold, New York 11971 TELEPHONE (516) 765 - 1800~'i~ BOARD OF APPEALS: OFFICE OF THE BOARD OF APPEALS Gerard P. Goehringer C h a i rm a n TOWN OF SOUTHOLD 765-1809 ACTION OF THE BOARD OF APPEALS Appeal No. 4058: NYNEX MOBILE COMMUNICATIONS/ARTHUR V. JUNGE, INC. Variance to the Zoning Ordinance, Article XIV, Section 100-142 for permission to construct monopole radio tower and accessory equipment-storage building with insufficient side and rear yard setbacks. Zone District: Light Industrial (LI). Location of Property: 21855 County Road 48, Cutchogue, NY; County Tax Map Parcel No. 1000-96-1-19.1. WHEREAS, after due notice, a public hearing was held on October 24, 1991, and at said hearing all those who desired to be heard were heard and their testimony recorded; and WHEREAS, the Board has carefully considered all testimony and documentation submitted concerning this application; and WHEREAS, the Board Members have personally viewed and are familiar with the premises in question, its present zoning, and the surrounding areas; and WHEREAS, the Board made the following findings of fact: 1. The premises in question is located in the Light Industrial (LI) Zone District in the Hamlet of Cutchogue, Town of Southold, and is more particularly identified as County Tax Map District 1000, Section 96, Block 1, Lot 19.1. 2. The subject premises consists of a total area of 1.04 acres (or 45,598 sq. ft.) with a frontage of 168 feet along the north side of County Route 48 and a lot depth of 252+- feet. This parcel is improved with an existing building and uses which were the subject of a conditional approval by the Board of Appeals under Appl. No. 3835 rendered April 27, 1989 and Appl. No. 3705 rendered March 3, 1988 (Arthur L. Junge, Inc.), as well as site plan approval by the Southold Town Planning Board. 3. By this application, reduced setbacks are requested: (a) from the northerly rear yard and westerly side yard at 14 feet and 24+- feet, respectively for the 13' by 27' foundation of the proposed accessory storage building, and (b) from the northerly rear yard at 39+- feet and from the westerly side yard at 21+- feet for the foundation of the proposed monopole tower 'Page 2 - Appl. No. 4058 Matter of NYNEX Mobile Communications/Junge Decision Rendered November 21, 1991 authorization, subsequent application to this Board must be filed for consideration. 6. Other relevant technical information considered in this project are also noted below for the record: (a) cellular communication systems must operate through a network of cell sites, the first for this applicant in the Town of Southold at the subject premises in Cutchogue. (b) this cell site has two principal components, a 12' by 26 ft. (13' by 27' foundation) structure for computer equipment storage, and transmitting/receiving antenna-tower structure, both of which are incidental and necessary to operate a wire line telephone communications use. The top of the tower is 12 ft. equilateral triangle, 40 inches high, 36 inches at the base and 18 inches at the top. There would be two whip antennas that are 10 ft. above that, and one below. (c) the tower and building are monitored seven days a week, 24 hours per day per FCC mandates, although it is unmanned physically at the site. (d) the tower and antenna are solely for use by this applicant/public utility and will not be rented or leased to any other corporation, person, firm or company. Also, it is expressly understood that no new cell, or expansion will be established, unless further application and approvals by this board and the regulating commissions, on this site in order that appropriate criteria may be evaluated, including engineering data relative to wind pressures, wind loads and other safety considerations for such future utility expansion; (e) the design not a steel lattice design; this tower monopole structure submitted is must, however, be designed to withstand continuous wind loads in excess of 150 mph and wind peaks of 190 mph or more (sufficiently mounted with wires and brackets capable to support these pressures). 7. This date, a Special Exception was conditionally approved by this Board concerning the applicant's request under Article XIII, Section 100-130 of the Light Industrial (LI) and Light Industrial-Office (LIO) Zoning Provisions for authorization to establish a telecommunications use by a public utility. Page, 5 - Appl. No. 4058 Matter of NYNEX Mobile Communications/Junge 'Decision Rendered November 21, 1991 application); 4. No disturbing emissions of electrical discharges, light, vibration or noise, or harmful distribution levels of radiation, as agreed. 5. The setbacks shall be not less than that applied for and shown on the plan dated October 18, 1991 (Drawing No. 92-8012) prepared by Richard E. Tangel, P.E., from the northerly property line. VOTE OF THE BOARD: AYES: MESSRS. GOEHRINGER, GRIGONIS, DOYEN AND VILLA. (MEMBER DINIZIO ABSTAINED FROM DISCUSSIONS AND FROM VOTE). This resolution was duly adopted. Ik GERARD P. GOEHRINGER, CHAIRMAN I n'"" ~ Ply APPEALS BOARD MEMBERS SCOTT L. HARRIS Supervisor Gerard P. Goehringer, Chairman Charles Grigonis, Jr. Serge Doyen, Jr. Town Hall, 53095 Main Road James Dinizio, Jr. SutQ N Robert A. Villa ~j 1~ .~xi~}i'~ s' ~ ' Fax (516) 765-1823 Telephone (516) 765-1809 rte, ~[C ~elGephone (516) 765-1800 BOARD OF APPEALS TOWN OF SOUTHOLD ACTION OF THE BOARD Appl. No. 4062. NYNEX MOBILE COMMUNICATIONS/ARTHUR V. JUNGE, INC. Request for Special Exception approval under Article XIV, Section 100-141B(1) for permission to establish public utility use and construct monopole radio tower and accessory equipment-storage building. Zone District: Light Industrial (LI). Location of Property: 21855 County Road 48, Cutchogue, NY; County Tax Map Parcel No. 1000-96-1-19.1. WHEREAS, after due notice, a public hearing was held on October 24, 1991, and at said hearing all those who desired to be heard were heard and their testimony recorded; and WHEREAS, the Board has carefully considered all testimony and documentation submitted concerning this application; and WHEREAS, Board members have personally viewed and are familiar with the premises in question and the surrounding areas; and WHEREAS, the Board made the following findings of fact and determination: 1. The premises in question is located in the Light Industrial (LI) Zone District in the Hamlet of Cutchogue, Town of Southold, and is more particularly identified as County Tax Map District 1000, Section 96, Block 1, Lot 19.1. 2. The subject parcel contains a total area of 1.04 acres (or 45,589 sq. ft.) with a frontage of 168 feet along the north side of County Route 48 and a lot depth of 252+- feet. This parcel is improved with an existing building and uses which were the subject of a conditional approval by the Board of Appeals under Appl. No. 3835 rendered April 27, 1989 and Appl. No. 3705 rendered March 3, 1988 (Arthur L. Junge, Inc.), as well as site plan approval by the Southold Town Planning Board. 3. By this application, a Special Exception is requested for "...construction of an equipment building and monopole for cellular mobile communications...", both of which are public •Pdge 3 - November 21, 1'499 Matter of NYNEX/ARTHUR JUNGE, INC. Decision Rendered November 21, 1C 991 . DEC 16 d) cellular communication systems must operate through a network of cell sites, the first for this applicant in the Town of Southold at the subject premises in Cutchogue. 12' by 26 b) st his cell for has two principal components, a byi f p equipment storage, and transmtting/receiving antenna-tower structure, both of which are incidental and necessary to operate a wire line telephone communications use. The top of the tower is 12 ft. equilateral triangle, 40 inches high, 36 inches at the base and 18 inches at the top. There would be two whip antennas that are 10 ft. above that, and one below. (c) the tower and building are monitored seven days a week, 24 hours per day per FCC mandates, although it is unmanned physically at the site. (d) the tower and antenna are solely for use by this applicant/public utility and will not be rented or leased to any other corporation, person, firm or company. Also, it is expressly understood that no new cell, or expansion will be established, unless further application and approvals by this board and the regulating commissions, on this site in order that appropriate criteria may be evaluated, including engineering data relative to wind pressures, wind loads and other safety considerations for such future utility expansion. (e) the tower and antenna shall not be constructed of steel lattice design, but shall be a monopole structure designed to withstand continuous wind loads in excess of 150 mph and wind peaks of 190 mph or more (sufficiently mounted with wires and brackets capable to support these pressures). 6. Article XIII, Section 100-130 of the Light Industrial (LI) and Light Industrial-Office (LIO) Zoning Provisions authorize this type of telecommunications use by Special Exception. The use of this proposed monopole tower and accessory equipment storage building would include, to some extent, telephone exchanges. Although a telephone exchange is listed as a permitted use in the Light Industrial (LI) Zone District, this application for public utility structures and uses does require a special exception as provided by Article XIV, Section 100-141B(1) and Article XIII, Section 100-131B(4) for " . Public Utility Structures and uses...." The Special Exception provision is applicable to this proposed project, and has been filed and considered under this provision. 7. In passing upon this application, the Board Members have also considered sections 100-264, subsections A through P. and have found and determined the following: Pa;ie 5 - Appl. No. 40621, Matter of NYNEX Mobile Communications/lunge Decision Rendered November 21, 1991 application); 4. No disturbing emissions of electrical discharges, light, vibration or noise, or harmful distribution levels of radiation, as agreed. VOTE OF THE BOARD: AYES: MESSRS. GOEHRINGER, GRIGONIS, DOYEN AND VILLA. (MEMBER DINIZIO ABSTAINED FROM DISCUSSIONS AND FROM VOTE). This resolution was duly adopted. * * x lk GERARD P. GOEHRINGER, CHAIRMAN DEC 1 6 11991 c Are J PLANNING BOARD MEMBERS o rg*, Bennett Orlowski, Jr., Chairman t SCOTT1. HARRIS DEC 161991 George Ritchie Latham, Jr. Su p ervisor Richard G. Ward l '~4 Town Hall, 53095 Main Road Mark S. McDonald Kenneth L. Edwards Y.O. Box 1179 PLANNING BOARD OFFICE Southold, New York 11971 Telephone (516) 765-1938 TOWN OF SOUTHOLD Fax (516) 765-1823 December 16, 1991 RE: Lead Agency Coordination Request for NYNEX Mobile Communications & Arthur V. Junge, Inc. NIS County Route 48 Cutchogue, New York SCTM #1000-96-1-19 Dear Reviewer: The purpose of this letter is to supplement our last letter to you of December 10, 1991, pursuant to Article 8 of the Environmental Conservation Law and 6 NYCRR Part 617. That letter contained the resolution of conditional approval for the Special Exception by the Zoning Board of Appeals. Since that time, the Zoning Board's final decisions which include its findings and determinations on the Special Exception and the variance applications, both, have been completed. A copy of each is enclosed to assist you in your coordinated review. Project Name: NYNEX Mobile Communications & Arthur Junge Inc. NIS County Route 48 Cutchogue, New York Requested Action: To construct a monopole tower one hundred (100) feet in height for the purpose of installing a cellular communications transmitter and to construct an accessory equipment storage building for the tower on a Light industrial site with an existing industrial building. SEQRA Classification: ( ) Type I (x ) Unlisted Contact Person: Valerie Scopaz (516)-765-1938 cc: Building Department 0 / Southold Town Board of Zoning Appeals Suffolk County Dept. of Health Services 0 Department of Environmental Conservation - Albany 5~F F 0(k,, v, q rY Southold Town Board of Appeals MAIN ROAD - STATE ROAD 25 P.O. BOX 1179 SOUTHOLD, L.I., N.Y. 11971 °j TELEPHONE (516) 765-1809 FAX NO. (516) 765-1823 APPEALS BOARD MEMBERS GERARD P. GOEHRINGER, CHAIRMAN CHARLES GRIGONIS, JR. SERGE DOYEN, JR. ACTION OF THE BOARD OF APPEALS JOSEPH H. SAWICKI JAMES DINIZIO,JR. Appl. No.i 383~~j Matter of the Application of ARTHUR V. JUNGE, INC. - Amendment to Special Exception Granted under Appl. No. 3705 under Article VIII, Section 100-80B of the prior Zoning Regulations for this previously zoned C-Light Industrial Zone District, now re-zoned to Light Industrial, Article XIV, Section 100-141, to include establishment of car repairs with outside storage and future occupancy of vacant building area at easterly side of building (said use to be a permitted use in this Zone District). Location of Property: 22355 C.R. 48, Cutchogue, NY; County Tax Map District 1000, Section 96, Block 1, Lot 19, containing 45,589+- sq. ft. in lot area. _----At-.&-Meeting of the Zoning Board of Appeals held on t%April 27, 1989; the following action was taken: WHEREAS, a public hearing was held on April 13, 1989, under File No. 3835, filed March 10, 1989; and WHEREAS, at said hearing all those who desired to be heard were heard and their testimony recorded; and WHEREAS, the Board has carefully considered all testimony and documentation submitted concerning this application; and WHEREAS, the Board Members have personally viewed and are familiar with the premises in question, its present zoning, and the surrounding areas; and WHEREAS, the Board made the following findings of fact: 1. By this application, applicant requests an Amendment to Special Exception Application No. 3705 to include establishment of car repairs with outside storage and future occupancy of vacant building (to be occupied with a use permitted in this Light Industrial Zone District). Southold Town Board of Appeals -2- April 27, 1989 Special Meeting (Appl. No. 3835 - ARTHUR V. JUNGE, INC. decision, continued:) 2. The property in question: f (a) contains a total lot area of 45,589 square feet and lot width {frontage) along the north side of County Road 48 of 168.17 feet, in the Hamlet of Cutchogue; (b) is identified on the Suffolk County Tax Maps as District 1000, Section 96, Block 1, 19; (c) is located in the Light Industrial Zone District, as re-designated January 10, 1989 under the new Master Plan revisions; (d) is bound on the northerly side by the Southold Town Landfill, on the west by a single-family dwelling now or formerly of J. Harris Estate, and on the east by vacant land now or formerly of Gray, all of which is also located in the Light Industrial Zone District. 3. For the record, it is also noted that: (a) an Use Variance was denied without prejudice under Appeal No. 3635 on August 20, 1987, when the premises was zoned "A" Residential and Agricultural; (b) a Change of Zone was granted by the Southold Town Board on December 15, 1987, re-zoning the premises from "A" Residential and Agricultural to "C-Light Industrial"; (c) a special Exception for the construction and occupancy of a 7,750 sq. ft. building was granted by the Board of Appeals on March 3, 1988 under Appl. No. 3705; (d) the occupants of the building on or about January 1, 1989, are believed to be for the following uses: (1) contractor's business and shop; (2) vehicle-repair business and shop; (3) storage, parking and similar uses accessory and incidental to the established principal uses. 4. By this application, the property owner requests approval, as an amendment to the 1988 Special Exception approval: (a) for the establishment of the vehicle repair business and shop occupying approximately one-third of the floor area of the existing building (at the center thereof) and for Southold Town Board of Appeals -4- April 27, 1989 Special Meeting (Appl. No. 3835 - ARTHUR V. JUNGE, INC. decision, continued:) 6. In considering this application, the Board also has: (a) considered Section 100-262;(General Standards) and Section 263 (Consideration) of the zoning code; use will not prevent the orderly and reasonable duserofnadjacent properties or of properties in adjacent-use districts; (c) determined the safety, health, welfare, comfort, convenience, and order of the town will not be adversely affected by the proposed use and its location; (d) determined that the use is in harmony with and will promote the general purposes and intent of zoning since this is a use which was permitted by special exception application (with the exception of the formality of requiring a written amendment to the Special Exception in effect at the time of the filing of this application) plan); (e) the applicant has had numerous applications before the Boards, and due to the timeliness during the procedures was not able to have the same finalized. Accordingly, on motion by Mr. Dinizio, seconded by Mr. Grigonis, it was RESOLVED, to GRANT an Amendment to the Special Exception as requested (under Application No. 3835) in the Matter of ARTHUR V. JUNGE, INC., SUBJECT TO THE FOLLOWING CONDITIONS: 1. Vehicles stored outside of the building must be licensed, in taxi, and located only in this screening-in rearyard area; 2. Any extended storage area outside of the building will require re-application for re-consideration by the Board of Appeals; 3. The types of screening for the enclosure of the proposed outside vehicle storage area shall be designated at the discretion of the Planning Board under its site-plan regulations. Vote of the Board: Ayes: Messrs. Goehringer, Grigonis, Sawicki and Dinizio. (Absent, as agreed for this special Meeting, was: Member Doyen of Fishers Island.) This resolution was duly adopted. lk F GERARD P. GOEHRINGER, HAIRMAN SOUTHOLD TOWN BOARD OF APPEALS r' Southold Town Board of Appeals -3- April 27, 1989 Special Meeting (Appl. No. 3835 - ARTHUR V. JUNGE, INC. decision, continued:) approval of outside storage of licensed vehicles, parked while under repair, with proper screening. The area of the proposed vehicle parking (vehicles for repairs) is that area directly in the rear yard, behind the building, with fencing and/or other screening around the periphery of the rear yard, including that area close to the northerly and easterly property lines, and squared off to the northeasterly corner of the rear of the building (if needed for reference, see subject storage area depicted in red on Drawing No. P-la dated March 10, 1987, submitted for consideration); (b) for occupancy of Bay #3 at the easterly third section of the building for a Special Exception use only as permitted under the Light Industrial Zone District regulations. It should be noted, however, that the Light Industrial (LI) Zone District provides for certain uses already provided in other zone districts listed on the previous pages of the Zoning Code {such as the "LIO" Light-Industrial Office/Park, Section- 100-131B{1-11}, "B" General Business, Section 100-101A{3-5} and B{5,7,10}, which includes warehouses, building material storage and sales, building contractors yards, cold storage plants, etc.). 5. Additionally, it is noted that Article XIV, Section 100-141, Subsection B(1) permits by Special Exception and site plan approval any special exception use set forth in and as regulated by Section 100-131B(1-11) of the Light Industrial Park/Planned Office Park Zone District. Subsection 100-131B{2} thereof provides by special exception and site plan approval: ..Light industrial uses involving the fabrication, reshaping, reworking, assembly or combining of products from previously prepared materials and...Such uses may include industrial operations such as electronic, machine parts and small component assembly... It is the opinion of the Board that based on the precedents concerning permitted light-industrial uses under the previous zoning code, and the fact that the vehicle repairs will be minor or include installation of (small) electronic or mechanic parts into the vehicles, that the use is similar to other permitted light industrial uses for the purposes of this Amendment and is of the same or similar nature of a light-industrial use. S~FFOtkc C- o~or Southold Town Board o ® of Appeals MAIN ROAD - STATE ROAD 25 SOUTH?LD. L.1., N.Y. 11971 TELEPHONE (516) 765-1809 ACTION OF THE ZONING BOARD OF APPEALS Appl. No. 3705-SE Application Dated December 16, 1987 TO: Mr. Arthur V. Junge [Appellant(s)] 6880 Nassau Point Road Cutchogue, NY 11935 At a Meeting of the Zoning Board of Appeals held on March 3, 1988, the above appeal was considered, and the action indicated below was taken on your [ ] Request for Variance Due to Lack of Access to Property New York Town Law, Section 280-a [X] Request for Special Exception under the Zoning Ordinance Article VIII , Section 100-80(B) [ ] Request for Variance to the Zoning Ordinance Article , Section [ ] Request for Application of ARTHUR V. JUNGE for a Special Exception to the Zoning Ordinance, Article VIII, Section 100-80(B) for permission to establish electrical shop use and construct two buildings located as shown on Site Plan dated March 10, 1987, prepared by John A. Grammas & Assoc. Zone District: C-Light Industrial. Location of Property: North Side of C.R. 48, Cutchogue, NY; County Tax Map District 1000, Section 96, Block 1, Lot 19, containing 45,589± sq. ft. in lot area. WHEREAS, a public hearing was held and concluded on January 14, 1988 in the Matter of the Application of ARTHUR V. JUNGE under Appl. No. 3705-SE; and WHEREAS, at said hearing all those who desired to be heard were heard and their testimony recorded; and WHEREAS, the Board has carefully considered all testimony and documentation submitted concerning this application; and WHEREAS, the Board Members have personally viewed and are familiar with the premises in question, its present zoning, and the surrounding areas; and WHEREAS, the Board made the following findings of fact: 1. The premises in question is a described parcel of land containing a lot area of .975 of an acre, or 45,589 sq. ft. with frontage (lot width) of 168.17 feet along the north side of C.R. 48, in the Hamlet of Cutchogue, is vacant, and is more particularly shown on the Suffolk County Tax Maps as District 1000, Section 96, Block 1, Lot 19. 2. The subject premises is located in the "C" Light Industrial Zoning District as approved by the Town Board at a Regular Meeting held December 15, 1987, and is immediately adjacent to the Southold Town Disposal Site at the north side. The premises immediately adjoining this property along the west side is a parcel of 1.2± acres improved with a single-family dwelling and along the east side is a vacant parcel of 39,524 sq. ft., which has also received a change of zone from "A" to "C" (Parcel 1000-96-1-20). (CONTINUED ON PAGE TWO) DATED: March 3, 1988. CHAIRMAN, SOUTHOLD TOWN ZONING BOARD OF APPEALS Form ZB4 (rev. 12/81) Page 2 - Appl. No. 3705-SE Matter of ARTHUR V. JUNGE Decision Rendered March 3, 1988 3. Town assessment records indicate that the applicant acquired the premises from Watson Gray on April 6, 1987 (see Deeds at Liber 10321 cp 162). 4. By this application, appellant requests a Special Exception under Article VIII, Section 100-80(B) for permission to establish electrical shop use as more particularly shown on Amended Plan prepared by John A. Grammas & Assoc., Drawing No. P-1 presently under review by the Town Planning Board (and filed February 10, 1988). 5. It is the opinion of this Board that the 7,750 sq. ft. building together with all parking.and other site-plan elements are consistent with the zoning requirements for this zoning district. 6. In considering this application, the Board has also determined: (a) the use proposed will not prevent the orderly and reasonable use of adjacent properties or of properties in adjacent use districts; (b) the uses will not prevent the orderly and reasonable use of permitted or legally established uses in adjacent use districts; (c) the safety, health, welfare, comfort, convenience and order of the Town will not be adversely affected by the proposed use and its location; (d) the use will be in harmony with and promote the general purposes and intent of the zoning ordinance. The Board has also considered items [a] through [1] of Article XII, Section 100-121(C)[2] of the Zoning Code. Accordingly, on motion by Mr. Goehringer, seconded by Mr. Grigonis, it was RESOLVED, to GRANT a Special Exception in the Matter of the Application of ARTHUR V. JUNGE under Appl. No. 3705 for the proposed electrical shop use in the proposed 7,750 sq. ft. building as shown on Site Plan prepared by John A. Grammas & Assoc. (dated March 10, 1987), SUBJECT TO THE FOLLOWING CONDITIONS: 1. There be no outside storage; 2. All vehicles left on-site must be registered and licensed, for parking only [No storage of vehicles shall be permitted]. Vote of the Board: Ayes: Messrs. Goehringer, Grigonis, Douglass and Doyen. (Absent was: Member Sawicki.) This resolution was duly adopted. Ik -11 10 GERARD P. GOEHRINGER, C&AIRMAN March 14, 1988 'U"NIEV t JIM Moble Communications CUTCHOGUE SITE County Route 48 Town of Southold ' Suffolk County, New York ' ~ti1'~~UVUV~ for the CONSTRUCTION OF SITE GRADING, ' PREFABRICATED BUILDING FOUNDATION, MONOPOLE TOWER FOUNDATION, CHAIN LINK FENCING, ELECTRICAL SERVICE ENTRANCE, GROUNDING NETWORK, AND APPURTENANT WORK 1 July 31, 1991 Prepared by r EDWARDS AND KELCEY, INC. 70 50. ORANGE AVE., LIVINGSTON, NEW JERSEY 07039 r CUTCHOGUE SITE COUNTY ROUTE 48 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK SPECIFICATIONS FOR THE CONSTRUCTION OF SITE GRADING, PREFABRICATED BUILDING FOUNDATION, MONOPOLE TOWER FOUNDATION, CHAIN LINK FENCING, 1 ELECTRICAL SERVICE ENTRANCE, GROUNDING NETWORK AND APPURTENANT WORK July 31, 1991 Edwards and Kelcey, Inc. o 70 South Orange Avenue, Livingston, New Jersey 07039 1 NYNEX CUTCHOGUE SITE COUNTY ROUTE 4B TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK TABLE OF CONTENTS Page SECTION I GENERAL PROVISIONS Information to Bidders i Unit Price Schedule UPS-1 Change Order Form CO-1 SECTION II STANDARD SPECIFICATIONS Item No. 1 - Earthwork SS-1 Item No. 2 - Concrete SS-7 Item No. 3 - Stone Surfacing SS-14 Item No. 4 - Electrical Service Entrance System SS-16 ' Item No. 5 - Grounding Network SS-22 Item No. 6 - Seeding, Fertilizing and Mulching SS-25 Item No. 7 - Chain Link Fencing SS-27 APPENDIX Soil Boring Logs (For Reference Only) Prepared by Edwards and Kelcey, Inc. Dated_ 5!11/91_ r t r~ 1 SECTION I - GENERAL PROVISIONS INFORMATION TO BIDDERS SCOPE OF WORK The work to be performed under this Contract includes but shall not be limited to the following items: o Site construction. o Construction of a 13'-0" x 27'-0" foundation for a prefabricated equipment building. Building delivery, setting and anchoring in place will be by others. o Installation of a grounding network. o Installation of an electrical service entrance, telephone conduits and appurtenant work. o Seeding, fertilizing and mulching. ' o Cleanup and restoration after completion of construction. o Construction of a concrete foundation for a monopole tower. DRAWINGS The following Edwards and Kelcey, Inc. Drawings are a part of this Contract: 1 Drawing No. Title Date Revised Title Sheet 92-8012-SPI Site Plan 7/31/91 92-8012-SP2 Site Layout and Building Foundation Plan 7/31/91 92-8012-ST1 Monopole Foundation and Details 7/31/91 92-8012-E1 Electrical Layout and Details 7/31/91 92-8012-E2 Grounding Layout and Details 7/31/91 92-8012-D1 Boring Logs and Misc. Details 7/31/91 WARRANTY Before final acceptance is issued after all work is completed to the satisfaction of the Engineer, the Contractor shall warranty in writing for the period of one year, commencing with the date of final acceptance, all material and workmanship and shall agree to make good by replacement or repair, all defects arising during this year, which, in the opinion of the Engineer, are due to faulty material or workmanship. 1 i Special warranties covering installation, operation or performance of any systems or equipment furnished under the Contract are required and must be assumed by the Contractor. SURVEYS The Contractor shall provide all the necessary surveys, layouts, staking or any other ' measurements to properly establish the location (line and grade) of all the construction in accordance with the Drawings. Payment for surveys will not be made under any specific item but the cost of this work shall be included in the prices bid for the various items scheduled in the Proposal. SPECIAL INSTRUCTIONS Upon completion of installation, and when applicable, the Contractor, for each piece ' of equipment furnished, shall submit three complete sets of manufacturer's drawings, operating instructions, maintenance data, and parts list, each set neatly secured in a binder and not presented as loose sheets. FINAL CLEANING UP Before the final acceptance of the Project, the Contractor shall remove all equipment and materials, shall repair or replace fences or other private or public property which may have been damaged or destroyed on account of the prosecution of the work, shall clean all drains and ditches within and adjacent to the site which have been obstructed by his operations, and shall leave the site and adjacent public and private property in a neat and presentable condition wherever his operations have disturbed conditions existing at the time of starting work. r ii i NYNEX MOBILE COMMUNICATIONS COMPANY UNIT PRICE SCHEDULE 1 STATION: CUTCHOGUE LOCATION: CUTCHOGUE, NY ITEM UNIT NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT 1 EARTHWORK US 2 CONCRETE/FOUNDATION Ls 1 3 TONE SURFACING LS 4 ELECTRICAL SERVICE ENTRANCE SYSTEM LS 5 GROUNDING NETWORK LS 6 SEEDING, FERTILIZING, MULCHING LS 7 CHAIN LINK FENCING LS r TOTAL EK 92-8012 UPS-1 M CHANGE ORDER Authorization for extra CHANGE ORDER NO . ................i or additional work in DATE Contractor accordance with applicable " " " " " " " " " III provisions of Standard CONTRACT NO . Specifications, Supplemen- 'Lary Specifications and Address Addenda thereto on Contract Project Description work. .................................I ITEK UNIT NC. QUANTITIES UNIT DESCRIPTION PRICE ADDITIONS DEDUCTIONS II i I I ~I II ',ACCEPTED: DATE TOTAL CONTRACTOR FROM PREVIOUS BY WORK ORDERS TOTAL TO DATE APPROVED: DATE NET ADDITIONS OR DEDUCTIONS 'EiJGP+EER (cross out one not applicable) BY O~IDGD~IAV~~D AMOUNT OF CONTRACT APPP,OVED: DATE AMOUNT Or CONTRACT r ' CO-1 STANDARD SPECIFICATIONS t r, r SECTION 11 - STANDARD SPECIFICATIONS 1 ITEM 1 - EARTHWORK 1.1 SCOPE OF WORK 1.1.1 General This work shall include removal and satisfactory disposal of all materials taken from within the limits of the design. Formation of embankments with suitable material obtained from the excavations and structural fill, and disposal off-site of surplus or unsuitable material shall be included under the respective excavation classification hereinafter defined. All work shall conform to governing soil conservation requirements. 1.1.2 Earth Excavation - General This work shall include the removal and satisfactory disposal of all earth materials which is necessary to obtain site, roadbed, slopes and other miscellaneous construction to subgrade elevations within the limits shown on the Drawings and/or as ordered. Rock that is decomposed to such an extent that it has the same workability as earth shall be considered as earth. 1.1.3 Rock Excavation - General This work shall include the removal and satisfactory disposal of all boulders and all rock in ledge formation or stone that requires the use of rippers or hydraulic splitters to break it up which is necessary to obtain site, roadbed, slopes and other miscellaneous construction to subgrade elevations within the limits shown on the Drawings and/or as ordered. NO BLASTING will be permitted. ' 1.1.4 Excavation - Unsuitable Material This work shall include the removal, down to firm bottom, and satisfactory disposal of muck, silt, peat, waste, and spongy or other unstable material encountered below the subgrade in site and access road areas. Such excavation shall be made only when ordered and to the limits directed by the Engineer. 92-8012 7/31/91 SS-1 1 1.1.5 Earth Excavation - Trench and Foundation This shall include the removal, satisfactory disposal and required backfill- ing of all earth materials encountered below subgrade elevations in site and access road areas which is necessary for proper completion of the work to the dimensions shown on the Drawings and/or as ordered for the following: A. The construction of pipe culverts, drains and outlets and utility lines. B. The removal of existing underground drainage structures and appurte- nances not to be replaced. C. The removal of miscellaneous items such as abandoned underground tanks, pipe lines, etc. D. The construction of foundations for buildings, retaining walls, walks, slabs, ramps, etc. 1.1.6 Rock Excavation - Trench and Foundation This shall include the removal, satisfactory disposal and required backfill- ing of all boulders, concrete structures, pavements and rock in ledge formation below subgrade elevations in site and access road areas that require breaking by power tools (such as jackhammers, etc.) prior to ' removal which is necessary for proper completion of the work to the dimensions indicated on the Drawings and/or as ordered for the items of construction listed in Earth Excavation - Trench and Foundation of these Specifications. 1.1.7 Borrow Excavation - Ordinary This work shall include furnishing, loading and hauling material obtained from outside locations and placing this additional material in the manner specified for the operation in which it is to be used when the amount of usable material excavated within the limits of the work is not sufficient to complete embankment, backfilling and other features of the construction. 1.1.8 Borrow Excavation - R.O.B. Gravel This work shall include the furnishing, loading, hauling and placing of granular material (run-of-bank gravel or approved equal) in embankment, backfill, bedding of drainage structures and other features of the work in accordance with the Drawings and/or as required. 1.1.9 Rip-Rap for Slope Protection This work shall include the furnishing, loading, hauling and placing of rip- rap on slopes and ditches at locations shown on the Drawings and as ' required. 92-8012 7/31/91 SS-2 1.2 MATERIALS 1.2.1 Borrow Excavation - Ordinary This shall contain not more than 35 percent by dry weight of material ' passing a No. 200 sieve. It shall be free from detrimental quantities of organic, plastic or foreign matter and adequately graded for satisfactory compaction into a stabilized soil structure. It shall have properties such that it may be readily spread and compacted for the purpose intended. 1.2.2 Borrow Excavation - R.O.B. Gravel Granular material shall contain not more than 10 percent by dry weight of material passing a No. 200 sieve. It shall consist of hard, durable stone and sand practically free from loam, clay, organic, or foreign matter, well- graded and containing no stone having a greater dimension than three inches. The material shall contain a sufficient percentage of fines to permit satisfactory compaction. 1.3 CONSTRUCTION METHODS ' 1.3.1 General Requirements Excavations and formation of embankments shall be completed to produce subgrade elevations for berms, slopes, shoulders, roadbeds and ditches, conforming to the lines, contours, and dimensions required by the Drawings and/or as directed by the Engineer. Toes and tops of all slopes shall be shaped, rounded and trimmed. Cut and fill slopes, berm, ditches and other areas disturbed by the grading operations and not requiring further construction treatment shall be seeded, fertilized and mulched as listed elsewhere in these Specifications or as indicated on the Drawings. All loose rock and boulders shall be removed within the grading area and properly disposed of off the site or as directed by Engineer. Blasting will be permitted only as directed by the Engineer or by Special Provision to this Contract. j 92-8012 7/31/91 SS-3 ' 1.3.2 Excavations - General The sequence of all excavation operations shall insure the most direct, complete and efficient placement of all usable excavated material into embankments, backfills, etc., and the use of a minimum amount of off-site borrow. Rock encountered in the excavation shall be used for constructing erosion protection for embankments, slopes, culvert openings, ditches and channels or at any other location on the job site where the use of such material is necessary or advantageous as directed by the Engineer. Surplus excavated material which is suitable shall be used to uniformly widen embankments, flatten slopes, and fill low places in the site. 1.3.3 Excavations - Trench and Foundation ' Excavation for trench and foundation in fill shall be done before the embankment has been constructed. Trenches excavated for pipe culverts, conduits, etc., shall be excavated to the alignment and depth required so as to provide uniform continuous bearing and support for the pipes. Bell holes shall be provided as required to permit proper jointing of the pipes. If rock is encountered, trench shall ' be excavated to a depth four inches below established elevation and backfilled with granular material to provide firm and uniform support for the pipe. Excavation of side ditches shall be done to lines, grades and dimensions shown on the Drawings or as ordered by the Engineer. 1 Foundation excavation for buildings, etc., shall be accurately finished to the established bottom elevation by methods that shall not loosen or disturb the remaining material. The foundation shall be so maintained until the concrete or other following building material is placed thereon. Should any excavation be made or should acceptable foundation material be disturbed, for whatever reason, below the established bottom elevation, all disturbed material shall be removed and the entire depth below the established bottom elevation shall be filled with concrete or the succeeding material called for in the Drawing details at no expense to the Owner. The bottom of all footings shall be founded on firm, natural ground or as indicated on the Drawings. 1.3.4 Excavation - Unsuitable Material Unsuitable material shall be excavated by methods in a manner which shall assure the removal of all muck, mud and other unstable materials down to firm natural ground within the required limits so that the unstable materials shall not be mixed with the embankment material. 92-8012 7/31/91 SS-4 ' Materials from all classes of excavation which are unsuitable shall be known as waste and shall be disposed of outside the construction design limits, unless otherwise directed. When disposal of unsuitable or surplus material is done outside the construction limits of site and access road grading, it shall be accomplished in such a manner as not to obstruct or impair natural drainage, efficiency of drainage structures, existing facilities or any part of the site or access road. 1.3.5 Embankments and Backfill The embankments shall be constructed of well graded materials. Prior to placement of the first layer of embankment, the ground surface within the site and access road areas shall be cleared and prepared as specified. Unless otherwise directed by the Engineer, a minimum of 95 percent ' modified Proctor test density (current ASTM Standards Designation D1557) is required. Frozen material shall not be placed on embankments, nor shall material be placed on frozen embankments. Formation of embankment shall be performed in successive horizontal ' layers not more than 6 inches thick. Each layer shall be compacted by equipment rolling until a firm and unyielding surface is produced and before the next layer is placed. When the required compaction cannot be obtained by rolling alone, watering, puddling, discing and other accepted methods shall be applied to achieve the desired result. Embankments shall be crowned or pitched to provide drainage at the close of each day's work. When filling in 6 inch layers is impracticable as in the case of filling in water or over slopes too steep for the operation of equipment, embankment ' shall be constructed in one layer to the minimum elevation at which equipment can be operated. Above this elevation, the embankment shall be constructed as previously specified. Embankment required in free water areas shall be constructed of rock or free draining material, or a mixture of both to an elevation two feet above the free water surfaces at the time of filling. All suitable materials obtained from the excavation shall be used either in the formation of embankments for site areas and access road or for backfill under, over or around foundations, pipe culverts, and at such other places as directed. The material shall be placed and compacted in a manner satisfactory for the work required. Approval for use and placing of various materials encountered in the excavation shall be as directed. 92-8012 ' 7/31/91 SS-5 r ' Backfill material shall be free from large or frozen lumps, wood and other extraneous matter. All backfill shall be placed in layers of six inches and thoroughly compacted with mechanical rammers or pneumatic tampers until a firm and unyielding surface is provided and before the next layer is 1 placed. When the required compaction cannot be obtained by rolling alone, watering, puddling, discing and other accepted methods shall be applied to achieve the desired result. When cuts and fills are not in balance, or in the event that job excavated material is not suitable for backfill, and more material is needed to complete embankments, the use of gravel fill shall be authorized and the material shall be supplied under the appropriate "Borrow Excavation" item. In backfilling, rock fill or boulders shall not be placed closer than two feet ' from masonry or pipe on the sides or top. No rock in excess of six inches in its largest dimension shall be incorporated in the top two foot layer of embankment immediately below the subgrade. r 92-8012 1 7/31/91 SS-6 1 SECTION II - STANDARD SPECIFICATIONS ITEM 2 - CONCRETE 2.1 SCOPE OF WORK The work shall include the furnishing and combining of materials for all the work indicated on the Drawings or in the Specifications to be of plain, reinforced or precast concrete and its installation with forms and rein- forcement. The work shall include, but not be limited to, foundations, walls, slabs, pipe supports, footings, and other miscellaneous concrete construction to the dimensions shown on the Drawings or as required, subject to the terms of the Contract. ' 2.2 MATERIALS ' Unless specified otherwise, all materials shall conform to ASTM Standard Specifications. Applicable items shall be installed according to the manufacturer's recommendations. 2.2.1 Cast In Place Concrete Portland cement shall comply with ASTM C150, Type IA or IIA. (Five 1 percent air entrained.) High early strength Portland cement shall comply with ASTM C150, Type IIIA. Aggregates shall conform to ASTM C33. Coarse aggregate shall consist of crushed gravel, crushed stone, or other materials which have shown by actual service to produce concrete of the required quality. Concrete may contain a maximum size aggregate of 3/4 inches if spacing of the reinforcing steel permits. Water used in mixing concrete shall be potable and free from deleterious amounts of acids, alkalis or organic materials. Structural steel plates shall conform to ASTM A36. Reinforcing steel shall conform to ASTM A615, Grade 60. ' Reinforcing steel for tower foundation only shall be epoxy coated conforming to ASTM A775. Welded wire fabric shall conform to ASTM A185. 92-8012 7/31/91 SS-7 Ready-mixed concrete shall be mixed and delivered in accordance with the requirements set forth in "Specification for Ready-Mixed Concrete" (ASTM C94). Form Work: Either exterior type plywood, one side surface finished, or tempered fiberboard, smooth on one side, conforming to U.S. Commercial Standard CS151; lumber, construction grade, mill finish, four sides. Thermal insulation, if called for, for all concrete surfaces shall be expanded polystyrene ((Styrofoam) as manufactured by Dow Chemical Co., or approved equal. Minimum thickness of boards one inch. Waterstop shall be a nine inch wide tapered (1/4 inch to 7/16 inch) serrated PVC membrane with center bulb, Type No. 709 as manufactured by AFCO Products, Inc. of Somerville, Mass. or approved equal. Vapor barrier shall be polyethylene sheets, six mils minimum thickness (Visqueen or approved equal), shall be placed under all slabs placed on grade or as called for in the Drawings unless otherwise specified. Premolded expansion joint filler shall conform to ASTM D1751. The joint filler shall be of the thickness specified on the Drawings. The depth shall also permit a 1/4 inch (depth) application of joint sealer. ' Joint sealer shall be an acrylic building sealant (meeting Federal Specifica- tions TT-S-00230, Non-Sag 19-GP-5b AAMA 808.3) as manufactured by Tremco or approved equal. 2.3 CONSTRUCTION METHODS 2.3.1 Poured In Place Concrete 2.3.1.1 All concrete shall develop a minimum 28 day strength of 3500 psi unless otherwise specified. The minimum cement factor shall be 6.5 bags of Portland cement per cubic yard of concrete. The water cement ratio in a 1 concrete mix shall not exceed 4.5 gallons per bag. The measurements shall be by weight. Methods of conveying, depositing, curing and protecting concrete and installing reinforcing steel, welded wire mesh and other materials included in the concrete shall be in the accepted manner and best standards recommended and outlined by the American Concrete Institute and Port- land Cement Association on these subjects as if these were quoted in full here. All concrete shall be properly spaded and vibrated and wood spreaders removed as the concrete rises in the forms. Back-up vibrators shall be at the job site in case of malfunctions. 92-8012 ' 7/31/91 SS-8 ' Exterior entryway stoops, ramps and slabs shall be broom finished and sidewalk edged by tool. 2.3.1.2 All concrete must be formed. Forms shall be built true to the lines and ' grades designated. They shall be substantially constructed, strong, rigid, mortar-tight, and adequately braced or tied. Forms shall be designed and constructed to withstand all loads and pressures, including those imposed by plastic concrete taking full account of the stresses due to the rate of pour, effective vibration and conditions brought about by construction methods. ' Re-used forms shall be in good condition in all respects. Grooves and chamfers shall be formed with finished lumber or approved plastic strips. All exposed edges and corners of concrete above grade, not otherwise specified on the Drawings, shall be chamfered. 2.3.1.3 Removal of Forms: When the placing of concrete has been completed under good weather conditions, forms and supports may be removed from surfaces carrying no loads after 24 hours; or as directed by the Engineer. During cold weather, forms and supports shall remain in place at least 5 days for surfaces carrying no loads. Upon removal of forms all ties shall be cut back to a depth of approximate- ly 1 1/2 inches. Any honeycomb concrete shall be cut back to sound concrete. These openings shall be grouted with a stiff mortar of the same composition as that used in the concrete. Dowels, bolts, sleeves and anchors, hangers, piping, and other work required to be built into the concrete shall be accurately set in the forms prior to placement of concrete. ' A vapor barrier shall be provided beneath the entire concrete floor slab of the building covering the compacted subbase described elsewhere in these Specifications. The sheets shall be placed with greatest widths and lengths practicable, lapped not less than six inches and sealed with an approved adhesive. The rigid insulation board and premolded joint filler shall be installed at the locations and to the dimensions shown on the Drawings. Concrete floor slabs shall be floated to the desired grade and allowed to stand until all water sheen has disappeared before steel troweling. Final troweling shall be done with a mechanical steel float when the concrete is sufficiently hard that no mortar accumulates on the trowel and a ringing sound is produced as the trowel is drawn over the surface. High early strength cement shall be used ONLY when ordered by the Engineer for the purpose of expediting the worrF- 92-8012 7/31/91 SS-9 2.3.1.4 Concreting in Cold Weather: During cold weather, concrete may be placed when the air temperature in the shade and away from artificial heat is 40 degrees F or above, and rising. It shall not be placed when the air temperature in the shade and away from artificial heat is 40 degrees F and ' falling, except with the specific approval of the Engineer. When such placing of concrete is approved by the Engineer, the water and aggregates shall be heated and, when directed by the Engineer, the structure being concreted shall be enclosed and heated or insulated. The water shall be heated to at least 100 degrees F, but not over 105 degrees F, and the aggregates to at least 70 degrees F, but not over 165 degrees F. The method of heating aggregates shall be such as to produce a uniform temperature throughout the mass without local overheating. The tempera- ture of the concrete when placed in the forms shall be not less than 60 degrees F, nor more than 100 degrees F. In case of extremely low temperatures, the Engineer may, at his discretion, raise the lower limiting temperatures for water, aggregates and mixed concrete. Adequate precau- tion shall be taken to prevent "flash-set" and such concrete shall not be placed in the work, but shall be disposed of off the Project. When heated enclosures are required, the Contractor shall furnish canvas and frame work, or other type of housing, to enclose and protect the structure and supply heat by means of heating apparatus such as stoves, salamanders or steam equipment, in such a way that the air surrounding the fresh concrete can be kept at a temperature of not less than 60 degrees F for a period of at least seven days after placing the concrete, and not less than 40 degrees F for a period of four days thereafter; then the tempera- ture shall gradually be reduced to that of the atmosphere. When dry heat is used, means of maintaining atmospheric moisture shall be provided. Where heat is required, adequate precautions shall be taken to minimize the danger of fire. Rubbish shall be cleared from areas where heat is applied. Flame-proofed materials shall be used where directed by the Engineer. If the concrete is to be protected by insulation, the insulation material shall be of a thickness and have thermal conductivity properties such as will insure the maintenance of the required temperatures for the specified period of time throughout the entire mass of concrete. The exact methods of placing, protecting and curing concrete to be followed during all such cold weather work shall be specifically approved by the Engineer, for each type of construction before concreting will be permitted to start. The Contractor shall assume all risk connected with placing concrete under cold weather conditions and approval by the Engineer of the methods adopted shall in no way relieve the Contractor of his responsibility for the production of satisfactory concrete. Should the concrete placed under such conditions prove unsatisfactory it shall be rejected, removed and replaced with satisfactory concrete, and no payment shall be made for removing and replacing the defective concrete. 92-8012 7/31/91 SS-10 2.3.1.5 Hot Weather Concreting: Methods of producing, placing, and curing concrete during high temperature, low humidity environmental conditions shall be as outlined in the American Concrete Institute (ACI) Standard 305- 72, "Recommended Practice for Hot Weather Concreting". ' Scheduling and procedure planned for producing, placing and curing con- crete shall be submitted to the Engineer for approval well in advance of the date concreting is anticipated. Under no circumstances shall concrete delivery be scheduled until all formwork and groundwork is completed, and all equipment and materials required for placing, handling and curing the concrete are present at the job site. Plans shall include procedures as stated in ACI 305, such as precooling of aggregate and the use of ice instead of water, necessary to limit the ' temperature of concrete when placed to less than 90 degrees F. Admix- tures for retarding and water reducing shall not be allowed unless previous- ly approved by the Engineer, and only those meeting ASTM C494-71, "Standard Specifications for Chemical Admixtures for Concrete", Types B and D shall be considered for approval. The period of time between mixing and delivery must be kept to an absolute minimum; therefore, attention shall be given to coordinating the dispatching of trucks with the rate of placement to avoid delays. The first batch in particular shalt be placed promptly on arrival. Placement shall be ' in shallow layers and concrete shall be vibrated immediately after place- ment. 2.3.1.6 Concrete Certification: The Contractor shall deliver to the Engineer ' copies of the delivery slips certifying the materials and proportions used to prepare the concrete mix are in compliance with the Specifications. 2.3.1.7 Test Cylinders: In order that the Engineer can maintain a record of the strength gain of all concrete placed, Contractor shall have a certified testing laboratory make standard six by twelve inch concrete test cylinders for determining compressive strength, perform slump tests of supplied 1 concrete as required by the Engineer and other tests as required of the concrete used during the course of construction. The Contractor shall provide the concrete and molds for the test cylinders; also, he shall be responsible for the handling and protection of the cylinders on the job site, and shall arrange for delivery of the cylinders to the testing laboratory as directed by the Engineer. The Engineer will indicate the identification to be marked (or tagged) on each cylinder. When concreting during hot or cold weather conditions, test cylinders shall receive the same protection treatment as the concrete structure. The cylinders shall be made in accordance with the requirements of ASTM C31. In general one set of cylinders shall be made for each 30 cubic yards, or fraction thereof, of concrete placed each day and/or as directed by the Engineer. Each set of cylinders shall consist of four or six cylinders. When 92-8012 7/31/91 SS-11 I~ six cylinders are made, two may be tested at three days, for the purpose of determining whether or not the concrete represented by the cylinders has acquired sufficient strength to support safely its own dead weight and any loads that may be imposed thereon. Normally, two cylinders of each set shall be tested at seven days and two cylinders of each set shall be tested at 28 days. ' The cost of the concrete cylinder molds, preparing the cylinders, care of the cylinders on the site, and transporting the cylinders to the laboratory shall be at the expense of the Contractor. The Contractor will pay the costs of making the tests at the laboratory. All field and laboratory test data shall be delivered to the Engineer. If the results of a seven day cylinder test indicate that the concrete may not develop the minimum 28 day strength specified, the Engineer reserves the right to order the Contractor to immediately core the portion of the concrete structure represented by that cylinder for testing purposes. The coring shall be made of the size and at the locations ordered by the Engineer. Coring and filling core holes with concrete shall be done at the Contractor's expense; core testing shall be done at the Contractor's expense. If the results of the core tests indicate that, in the sole opinion of the Engineer, the expected rate of increase in strength is not sufficient to produce a satisfactory strength at 28 days, the portion of the concrete structure represented by the core, as delineated by the Engineer, shall be removed and disposed of, at the Contractor's expense, and that portion replaced with new construction. If the results of the core tests indicate that a satisfactory 28 day strength may yet be realized, possible rejection of the concrete in question shall be deferred until the 28 day cylinders are 1 tested. If a 28 day cylinder breaks at a strength below the required value, the Engineer reserves the right to immediately reject the concrete represented by the cylinder, ordering such construction removed and r replaced within designated limits, or he may permit the Contractor to perform additional coring. If additional coring is permitted, the Engineer will either accept or reject the concrete represented on the basis of the 28 day core tests and all previous tests. The Engineer's decision in these cases ' shall be final and conclusive. In the event that, during the course of construction, and following satisfactory seven day cylinder tests, a 28 day concrete cylinder breaks at a compressive strength lower than that shown above for that age, the Engineer reserves the right to immediately reject the concrete represented by the cylinder, ordering such construction removed and replaced within designated limits, or he may permit the Contractor to perform coring wherever ordered. If coring is permitted, the Engineer will either accept or reject the concrete represented on the basis of the 28 day core tests and all previous tests. Coring and filling core holes with concrete shall be done at the Contractor's expense; core testing shall be done at the Engineer's expense. The Engineer's decision in these cases shall be final and conclusive. r 92-8012 7/31/91 SS-12 2.3.1.8 Consistency: The slump range for concrete to be compacted, by approved mechanical vibrators, shall conform to the following requirements (Testing laboratory shall perform all slump testing): Slump in Types of Construction Maximum Minimum Reinforced foundation walls and footings 3 1 Plain footings, and substructure walls 3 1 Beams and reinforced walls 4 1 Building columns 4 1 Pavements and slabs 3 1 Mass concrete 2 1 ' Reinforced piers or caissons 6 - r 92-8012 7/31/91 SS-13 1 SECTION II - STANDARD SPECIFICATIONS ITEM 3 - STONE SURFACING 3.1 SCOPE OF WORK 3.1.1 General This work shall include the furnishing and placing of a stone surface wearing course on the prepared subgrade of the site area to the required elevations shown on the Drawings and as specified. 3.2 MATERIALS Four inch thick surface wearing course shall consist of 3/4" crushed stone with 30 percent fines commonly known as Roadstone. 3.3 CONSTRUCTION METHODS Before placing the surfacing, the subgrade shall be fine-graded to the lines ' and grades shown on the Drawings, and compacted until an unyielding surface is produced as determined by the Engineer. The surfacing material shall be spread on the prepared subgrade to the ' depth called for and compacted by an approved type roller. The material shall be wetted, if required, bladed, dragged, scraped and reco m pacted until conformance is obtained to the specified cross section. When additional binder material is required, it shall be furnished and applied. Such additional binder material shall be carefully and evenly incorporated into the wearing course by scarifying, harrowing, brooming or other approved methods. 1 92-8012 7/31/91 SS-14 SECTION H - STANDARD SPECIFICATIONS ITEM 4 - ELECTRICAL SERVICE ENTRANCE SYSTEM 4.1 GENERAL SCOPE OF WORK The electrical distribution system work under this item shall consist of all ' equipment, wiring, labor and materials to include but not be limited to rigid steel conduit, meter, meter box and grounding for complete installa- tion of the system, ready for operation as shown on the Drawings and as specified herein. All work and materials shall be as required by the local power company having jurisdiction for a complete electrical service entrance. 4.2 CONNECTIONS TO EXISTING DISTRIBUTION SYSTEM A. The Contractor shall furnish and install the electrical service entrance system complete as shown on the Drawings. At the point of connection, the Contractor shall leave not less than 20 feet of neatly coiled and tied cables for connection by the Power Company. B. The Power Company shall make final connections between their facilities and the service entrance. When the new installation is complete and accepted, the Contractor shall notify the Owner. 4.3 STANDARDS FOR WORK PERFORMED A. The Drawings indicate the extent and general arrangement of the electrical service entrance. B. The electrical materials, construction and installation shall conform to the requirements of the National Electrical Code of the National Fire Protection Association (latest editions), and shall conform to all local and special laws or ordinances governing such installations, and to the special requirements herein set forth. The Contractor shall obtain necessary permit and make arrangements with utility company for service connection. The utility company shall provide the meter and the Contractor shall provide the meter socket to accept the meter. The Contractor shall supply the required Underwriters' Certificate for all work performed. C. Materials and equipment shall be essentially the standard catalog products of a manufacturer regularly engaged in the manufacture of the products. Materials and equipment shall meet the applicable requirements of these Specifications, and shall essentially duplicate material and equipment that have been in satisfactory use at least two years. ' 92-8012 7/31/91 SS-15 1 D. The Contractor shall be specifically responsible for the coordination and proper relation of the work to the site and to the work of all trades. The Contractor shall visit the premises and thoroughly familiarize himself with all details of the work and working condi- tions, to verify all dimensions in the field, and to advise the Owner of any discrepancy before performing any work. ' E. Trenching and backfill for underground conduit shall be performed in accordance with provisions of the Section - Earthwork. F. All materials and equipment shall be as required and as approved by the Power Company. G. As soon as practicable, and before starting installation of any materials or equipment, submit for approval a complete list, in triplicate, of materials and equipment to be incorporated in the work. This list shall include manufacturer's style or catalog numbers, cuts, or such other descriptive data as may be required. No consideration will be given to partial lists submitted from time to time. Approval of materials will be based on manufacturer's published data; approval of materials and equipment will be tentative subject to submission of 1 complete shop drawings indicating compliance with the Drawings. H. After receiving approval of the equipment on the materials list and before installation of any of these items, submit complete shop drawings and such other descriptive data as the Owner may require to demonstrate compliance with the Documents. If departures from the Drawings are deemed necessary by the Contractor, details of such ' departures, including changes and the reasons therefor, shall be submitted with the shop drawings. I. Materials and equipment shall be installed in accordance with the approved recommendations of the manufacturer to conform with the Documents. The installation shall be accomplished by workman skilled in this type of work. 4.4 WIRE AND CABLE 1 4.4.1 Materials A. Wire and cable shall have the size, grade of insulation, rated voltage, and manufacturer's name permanently marked on it at regular intervals. B. All insulated wires and cables shall conform to the latest IPCEA Specifications applicable to insulated wire and cable. Wires and cables, unless otherwise specified, shall be manufactured by General Cable Co., General Electric Co., or Triangle Conduit and Cable Co. All conductors shall be copper or not less than 98 percent conductiv- ity, with Class B stranding. 92-8012 7/31/91 SS-16 r i I. Service entrance cables shall be Type "USE" size as shown on the Drawings. 2. Interior and exterior building wiring for power and feeders shall ' be single conductor, copper, 600 volt AC Type "XHHW" or "USE" insulation, of sizes shown on the Drawings. Stranded wire shall be used for AWG No. 8 and larger sizes of wire. C. Color coding shall be as follows: COLOR CODING Single Conductor *Marker Strip Phase Phase Color Code Single Phase ' Phase A L1 Black AC-L1 Phase B L2 Red AC-L2 Neutral Neutral White or Gray AC-N *Marker strip shall be as manufactured by W.H. Brady Co. of Western Lithograph or approved equal. Conductors required for grounding shall be identified by a green color insulation or bare as shown on the Drawings and as directed. Bare or green color insulation shall be used for grounding purposes only for the specific purposes and locations as indicated. Conductor required for signal grounding shall be identified by a green-yellow insulation. Conductors shall be factory color-coded; or when approved colored vinyl marker tapes may be substituted. Cables installed in wireways shall be color-coded every 3 feet, and also at all junction boxes and fittings and where exposed to view. ' D. Wire and cable shall be suitably protected from weather and damage during storage and handling and shall be in first-class condition when installed. 4.4.2 Installation of Wire and Cable A. All wires and cables shall be installed by methods which will not injure cable insulation or jackets. Only powdered soapstone or similar material shall be used as a pulling lubricant, except in underground ducts where a pulling lubricant for this use will be approved by the Engineer. B. All wires to be installed in one conduit shall be pulled at the same time. All feeder cables shall be continuous from origin to panel termination without splices in intermediate pull boxes. 92-8012 ' 7/31/91 SS-17 r r C. Terminals in single conductor wires shall be made with hydraulically indented copper conductors large enough to enclose all conductor strands, Burndy or approved equal. ' D. Composition or porcelain wire-nuts will not be accepted for connect- ing any wire regardless of size. 4.5 CONDUIT, RACEWAY, AND WIREWAY r 4.5.1 Conduit Materials The word raceway denotes electrical metallic tubing (EMT), rigid steel zinc-coated conduit (GRS) or polyvinyl chloride conduit (PVC) as shown on the Drawings. Electrical metallic conduit tubing (EMT) shall be standard grade conform- ing to ANSI C80.3. Fittings shall conform to ANSI C80.4 Rigid steel zinc-coated conduit shall conform to ANSI C80.1. Fittings shall conform to ANSI C80.4. ' Polyvinyl chloride conduit and fittings shall meet the requirements of NEMA TC2, WC-1094A and UL 651. PVC conduit shall be Schedule 40. All raceways shall bear the label of approval of the Underwriters' Labora- tories or equal. GRS and EMT conduit and fittings shall be the products of Republic Steel Co., National Electric Products or Triangle Conduit and Cable Co. PVC conduit and fittings shall be the products of Carlon, Olin Corp. or approved equal. 4.5.2 Conduit Installation ' Unless otherwise shown or directed, all interior conduits shall be EMT and exterior conduits shall be rigid steel with sizes conforming to the require- ments of the National Electrical Code. All conduits shall be a minimum of 3/4 inch. All underground conduit and sleeves shall be galvanized rigid steel. Raceways shall be securely fastened to the structure and run parallel or at right angles to walls or vertical surfaces. The exact locations and routing of raceways, when not shown in detail on Drawings, shall be determined at the time of installation and be subject to approval by the Engineer prior to installation. 1 92-8012 ' 7/31/91 SS-18 r All metallic conduits, fittings, clamps, and outlet boxes shall be galvan- ized. Exposed conduit shall be supported by zinc-coated hangers and hardware, ' with necessary inserts, or clamps of approved design or shall be attached to walls by expansion bolts. Conduit shall be of such size and so installed that the required conductors may be drawn in without injury or excessive strain. No runs of conduit shall have more elbows or bends than allowed by the National Electrical Code or other governing codes. All enclosures and raceways for conductors shall be mechanically joined together to form a continuous electrical conductor and connected to all ' electrical boxes, cabinets and fittings to provide effective electrical conti- nuity and assembly. All fittings shall be carefully examined before being installed, and all pieces having splits, breaks, blisters or defects shall be set aside and removed from the site. I All raceways shall be completely installed before any cables are drawn in. Conduit ends shall be cut square, and reamed to remove burrs and sharp edges. Field threads shall be of the same type and have the same effective length as factory cut threads on rigid steel conduit. No running thread shall be permitted. Universal type couplings shall be used where required. Conduits empty after installation shall have all open ends temporarily plugged to prevent the entrance of water or other foreign matter. At all points where conduits make a right angle turn through walls, ' appropriately sized condulet fittings shall be used. Bends and offsets shall preferably be factory made with a hicky or power bender without kinking or destroying the smooth bore of the conduit. ' Conduit ends at boxes and cabinets shall be rigidly secured with locknuts and bushing as required by the NEC and local electrical code. Insulated grounding bushings shall be used on all conduit unless otherwise specified. Exposed conduits shall be securely fastened in place on not more than 5 foot centers; hangers, supports or fastenings shall be provided at each elbow and at the end of each straight run terminated at a box or cabinet. Conduit shall be continuous from outlet to outlet and from outlet to cabinets, junction or pull boxes, and enter and be secured in a manner that each system is electrically continuous and grounded, from a point of service to all equipment. 92-8012 ' 7/31/91 SS-19 4.6 METER SOCKET Meter socket shall be single phase, 3 wire, 200 amps for overhead service, medium duty, general purpose, as approved by Con Edison Co. of New 1 York. 4.7 SERVICE DISCONNECT SWITCH Service disconnect switch shall be manufactured by General Electric Co., Plainville, CT or approved equal. Service disconnect switch shall be single throw, fusible, 3 wire, solid neutral, 200 amp, 240/120 VAC, 2 blades, and fuse holders, 200 amp Class R fuses, equipment ground kit, Catalog No. TNG-3 heavy-duty, NEMA-3R 1 enclosure, Catalog No. TH3224R, Class R fuse conversion kit Catalog No. TRK46A. Main disconnect switch shall be lockable in OFF or ON position, UL listed ' and have one set of spare fuses inside the enclosure. Main disconnect switch shall be identified by a nameplate and read "NYNEX SERVICE DISCONNECT. I 1 i 1 1 92-8012 7/31191 SS-20 1 SECTION 11 - STANDARD SPECIFICATIONS ITEM 5 - GROUNDING NETWORK 5.1 SCOPE OF WORK 5.1.1 This work shall include furnishing labor, materials, and equipment neces- sary to install and test the grounding network, as located and detailed on the Drawings and as required. 5.2 MATERIALS 5.2.1 Exterior building ground wire welds shall be Cadweld (exothermic welds). 5.2.2 Ground wire clamps shall be a heavy duty type clamp as manufactured by Burndy or approved equal. Size as required. 5.2.3 Ground wire shall be #2 AWG, solid tinned bare unless otherwise noted. i 5.2.4 Ground connection to exterior ground bar plate shall be made by bolting heavy-duty copper, double hole lug compression connector. Size as required. All hardware, bolts, washers, lockwashers and nuts shall be stainless steel. 5.2.5 Ground rods shall be 3/4 inch diameter by 10 feet in length and installed ' where indicated. Ground rods shall be copper-clad steel as manufactured by Copperweld Steel Company or approved equal. 5.3 CONSTRUCTION METHODS The work involved shall be done in accordance with all applicable provi- sions specified under the Section - Earthwork, and with the details shown on the Drawings. Site grounding network shall include excavation, wire and ground rod installation, and backfill as located and detailed on the Drawings, plus all materials and labor necessary to complete the grounding network. ' All underground welded connections shall be inspected and approved by the Engineer before backfilling. All above ground connections to ground conductors shall be made accessible for inspection. Contact surfaces shall be thoroughly cleaned prior to making connections to assure good metal contact. 92-8012 7/31/91 SS-21 Contractor must utilize proper size molds for cadweld connections to ensure adequate bonding is obtained. Top of ground rods and ground wire shall be installed a minimum of 18 ' inches below furnished grade. If rock is encountered, ground rods shall be installed in 2 inch diameter drilled holes to the required depth and backfilled with applications of magnesium sulphate or copper sulphate. Contractor shall tie ground wire for the antenna support, A/C unit, safety disconnect, exterior ground bar plate and interior halo ground network into the exterior ground network as shown on Drawings and shall be installed a minimum of 18 inches below finished grade. 5.4 GROUND BAR The Contractor shall provide and install a high conductivity (99 percent) copper bar 1/4" x 4" x 10" high. It shall be enclosed and mounted at a location indicated on the Drawings and/or as approved by the Engineer. ' Bus bar, mounting hardware and insulators shall be manufactured by Newton Instrument Co., Inc., Butler, NC 27509-0727. Installation of bus bar shall be as shown in Catalog Figure 3058. All lugs must be copper, two hole, long barrel, double crimp type. The bus bar shall be cleaned and prepared before drilling and conductor grease applied to all conducting surfaces. All fasteners, nuts, bolts, locknuts, and washers shall be stainless steel. ' 5.5 TESTING The Contractor shall make all measurements required to test the grounding network and submit to the Engineer copies of test data. Megger, Vibroground, or equivalent for earth-resistance testing shall be used. The instrument's procedures for the Fall-of-Potential Method or Three-Terminal Test shall be followed. Any point on the ground rod field shall be utilized as the earth electrode under test. The test setup and the distances between the referenced test rods shall be as shown in Figure 1. The total area, which includes both the ground rod field under test and the test rods, shall not contain conductive or metallic objects such as conduits, cable runs, or structural reinforcements, and must be homogeneous with no discontinuities such as deep earth fill, rock ridges, etc. The acceptable resistance measured for each ground rod field shall not exceed 1.0 ohm. Additional ground rods, longer rods, or chemical treatment may be used alone or in combination as necessary to meet the requirement. Testing shall be conducted under the observation of the Engineer and shall be performed before the proposed grounding network is connected to the existing grounding network. 92-8012 7/31/91 SS-22 MEGGER INSTRUMENT CI PI P2 C2 Y~b GROUND FIELD ' TERMINAL BLOCK C 1 ( P2, C2) EARTH 7/ TEST VARIABLE REFERENCE ELECTRODE ELECTRODE ELECTRODE GO OUT (LOCATION AS DIRECTED START FROM C2 LOCATION BY THE ENGINEER,) MOVE IN AT 20' INTERVALS ' FIGURE I - FALL OF POTENTIAL TEST SETUP FOR MEASURING RESISTANCE OF GROUND ROD FIELDS - FROM CONNECTION POINT ON GROUND INSPECTION WELL. GO OUT WITH C2. TAKE READINGS AT 20' INTERVALS WITH P2 BETWEEN C2 AND CONNECTION POINT. - NEED_D NET. ' SS- :23 1 SECTION Q - STANDARD SPECIFICATIONS ITEM 6 - SEEDING, FERTILIZING AND MULCHING 6.1 SCOPE OF WORK This work shall include seeding, fertilizing and mulching of graded cut and fill slopes, ditch lines and other site areas disturbed by the construction activity requiring erosion control as indicated on the Drawings and as required by the Engineer. 6.2 MATERIALS AND RATES ' 6.2.1 Temporary seeding: 100% Annual Rye grass - 5.0 pounds per 1000 square feet. 6.2.2 Permanent seeding: 100 percent Kentucky Bluegrass (Low Maintenance ' Variety) - 2.0 pounds per 1000 square feet. 6.2.3 Fertilizer: (10-20-10) or equivalent - 11 pounds per 1000 square feet plus slow release nitrogen (38-0-0) - 7 pounds per 1000 square feet. 6.2.4 Limestone: Equivalent to 50 percent calcium plus magnesium oxides - 180 pounds per 1000 square feet. 6.2.5 Mulch: Unrotted salt hay, hay or small grain straw - 70 to 90 pounds per 1000 square feet. ' 6.3 CONSTRUCTION METHODS Permanent seeding shall be performed after all construction operations are completed including the work to be conducted by others. Fertilizer and limestone shall be thoroughly incorporated into the upper 4 ' inches of soil by discing, springtooth harrow or other approved method creating a uniform seedbed. Before applying seed, all stones, rocks, roots and other debris measuring 2 inches or more in any dimension shall be removed. Seed shall be applied uniformly to a seeding depth of 1/4 to 1/2 inch. ' Mulch shall be spread uniformly so that 85-95 percent area coverage is obtained. Mulch blowers shall not grind or chop the material. 92-8012 ' 7/31/91 SS-24 During non-optimum seeding dates mulch shall be anchored using a degradable netting or approved equal. 1 Finished seedbed shall be smooth and conform to the prescribed lines and ' elevations as shown on the Drawings. All areas of seeding, fertilizing and mulching on which a satisfactory stand ' of grass is not produced shall be refertilized, reseeded, and remulched by the Contractor until satisfactory stand of grass is established. A "stand of grass" will be taken to mean 200 plants per square foot and ' shall be at a minimum height of three inches at final acceptance. 92-8012 ' 7/31/91 SS-25 1 SECTION II - STANDARD SPECIFICATIONS ' ITEM 7 - CHAIN LINK FENCING ' 7.1 SCOPE OF WORK 7.1.1 General ' This work shall consist of the furnishing of all materials, labor, and equipment necessary for the installation of new chain link fencing as shown on the Drawings and as specified herein, or as directed by the Engineer. ' 7.1.2 Chain Link Fence This work shall consist of the furnishing of all materials, labor and ' equipment necessary for the installation of chain link fence including galvanized fabric, stretcher bars, clips, footings, posts, rails, barbed wire, tension wire, extension arms and all other accessories as shown on attached diagrams. Fencing shall be installed at the locations and to the limits shown on the Drawings or as required, and as specified herein. Contractor shall furnish three sets of shop drawings and hardware details to the Engineer for review and approval prior to fabrication or construc- tion. 7.1.3 Special Notice If directed by the Engineer, the Contractor shall construct and maintain temporary fencing as required during construction, to provide a secure barrier around new facilities. Temporary fencing shall be acceptable to the Engineer. Permanent fencing shall be installed after all work is completed, unless otherwise directed by the Engineer. ' 7.2 MATERIALS Fabric shall be No. 9 gauge, zinc-coated per ASTM A392 Class 2 specifica- tion and woven in a two inch diamond mesh, height as indicated on the ' drawings. Top and bottom selvage shall have barbed points if permitted by local ' codes. Basic steel wire shall be medium high carbon quality and have a minimum tensile strength of 80,000 pounds per square inch. 7.2.1 Posts and all other appurtenances shall be hot-dipped galvanized with a minimum zinc coating of 2.0 ounces per square foot of surface. 92-8012 7/31191 SS-26 1 7.2.2 Line posts shall be 2 inch nominal diameter standard weight pipe of 3.65 ' pounds per linear foot; 2.375 OD; and 0.154 wall. 7.2.3 Pull post, corner post and end posts shall be 2 1/2 inch nominal diameter ' extra strong pipe; 7.66 pounds per linear foot; 2.875 OD; and 0.276 wall. 7.2.4 Truss rods shall be 3/8 inch diameter round rods. ' 7.2.5 Concrete for fence post foundation shall be a 1-2-4 mix. 7.2.6 Bottom tension wire shall be 7 gauge steel spring coil tension wire. ' 7.2.7 Top rail and brace rail shall be 1 1/4 inch nominal diameter standard weight pipe; 2.27 pounds per linear foot; 1.660 OD; and 0.140 wall. ' 7.2.8 Gate posts (12 foot wide gates) shall be 4 inch nominal diameter extra strong pipe; 12.50 pounds per linear foot; 4.500 OD; and 0.337 wall. ' 7.2.9 Gate frames shall be made of two inch nominal diameter standard weight pipe of 3.65 pounds per linear foot (2.375 OD, 0.154 wall) with heavy malleable iron or pressed steel corner fittings and securely riveted at each corner. Fabric to match the fence shall be installed in the frame by means of tension bars and hook bolts. Each frame shall be equipped with 3/8 inch diameter adjustable truss rods. ' 7.2.10 Hinges shall be as recommended by the manufacturer and approved by the Engineer. All gates shall be equipped with a positive type latching device with provisions for padlocking. All drive gates shall be provided with center plunger rod, catch and semi-automatic outer catches to secure gates in open position and plunger bar catch. All fittings used in these assemblies shall be malleable cast iron or pressed steel. Rain caps shall be ' installed on outer catch support pipes. 7.2.11 Center gate stop (mushroom) shall be Type C-121 as manufactured by Cyclone Fence Company or approved equal. 7.3 CONSTRUCTION METHODS The fence posts shall be set to lines indicated on the Drawings or as required, in concrete foundations to a depth of 42 inches. Foundations shall be roughly circular with a minimum diameter throughout the entire length of foundation of 12 inches for line, end and corner posts. Belled or ' irregular foundation tops will not be permitted. Post, braces and other units shall be centered in the footing, before placing concrete. The concrete shall be placed promptly after mixing and shall be consolidated by vibration. The tops of footings shall be extended two inches above finished grade and shaped to slope away from the posts to prevent the ponding of water around each post. 92-8012 ' 7/31/91 SS-27 ' When rock is encountered, the post holes shall be drilled approximately two inches larger than the outside dimensions of the post. Line posts shall be embedded a minimum of 12 inches. End corner, brace and other units shall be centered in the footing, and embedded 18 inches before placing ' concrete. The concrete shall be placed promptly after mixing and shall be consolidated by vibration. The tops of footing shall be shaped to slope away from the posts. All posts shall be truly vertical and concrete foundations firmly set before the fabric or gates are installed. ' The bottom of the fabric shall be held as uniformly as is practical immediately above finish grade. The fence shall follow the finished grade line unless directed otherwise. Chain link fabric shall be securely fastened to all terminal posts by integrally weaving into the post or by using 1/4 by 3/4 inch tension bars ' with heavy 11 gauge, one inch wide pressed steel bands spaced approxi- mately 14 inches apart. Bands shall be equipped with 3/8 inch diameter carriage bolts and nuts. Fabric shall be fastened to all line posts with heavy ' six gauge wire clips spaced approximately 14 inches apart and to the top rail with nine gauge tie wires on approximately 24 inch centers. Bottom tension wire shall be attached to fence fabric with 11 gauge hog rings on approximately 24 inch centers. Posts shall be evenly spaced in the line of fence no farther apart than 10 ' foot centers. All posts shall be of sufficient length to allow 36 inch setting in concrete ' foundations. Surfaced areas disturbed during fencing operations shall be restored to the satisfaction of the Engineer. 1 92-8012 ' 7/31/91 SS-28 SINGLE GATE DOUBLE GATE GATE OPENING GATE OPENING 3'-0` THflU e'-0` 6'-0` THRU 14'- 0` PLUS 1/2` TIE WIRES BARBED WIRE, 6 GA. 24`O.C. 4PT 02 GA. (TYP.) (TYP.1 -I-Y 1-F- N TRUSS ROD STRIKE STRAP I FORK LATCH FABRIC ,9 GA. x WITH LOCK 2`MESN (TY P.) LATCH ASSEMBLY- FOR LOCK w W 2 x STRETCHER BAR IN AND BAND HINGE (TYP.) I NT NL f I•. i I•'I I• FINISHED GRADE •'1 I •'r:i.I 1 ? TURNBUCKLE I- ,I I• TURNBUCKLE .'LIB i d MUSHROOM l 'II •I I GATE STOP SET 1 •I STOP SET IN GATE RAIL I' W r ;A F • 1• GATE RAIL -I I CONCRETE 1 I _I I• FOOTING (TYP.) 'I I• CONCRETE Ll ~n b • SEE DETAIL-A 12`b I2`m SYMMICAL GATE POST ABOUT T T HHIS IS AX GATE POST ABOUT IS GATE ELEVATIONS NOT TO SCALE GATE STOP NOTE' PLACE GATE KEEPER TO ALLOW MAXIMUM lD -CONCRETE OPENING OF GATE AND MINIMUM HAZARD TO FOOT AND VEHICLE TRAFFIC. DETAIL-A n.t.s. BARRED WIDE, 2 STRAND 121/2 OA. WITH 14 GA.4 POINT BARBS EXTENSION ARM TIE WIRER, 6 GA. 24`O.C. -TOP RAIL FABRIC, 9 GA. Z' MESH - -BRACE RAIL, 1- y BTRETCHER M DS STRETCHER I~-6'O.C. MAX.- T_ BAR 1/4"l 3/4` i 1- la z END CLAMP 2 W NI ~ O --I Y. FINISHED GRADE TIE WIRER, JI' I'TO3'(2'NORMAL)) I I, 6GA. 14°O. C. lll. -I -CONCRETE 1 I F l 1 TRUSS ROD 11 'BRACE RAIL I I FOOT Hill 'IIF ' L7 .I •I I TENSION WIRE, 7 OA. Tt. • ~LI NBV C%LE TUB II I all' 12'/ I12 0~ 412` I .l 1. IO'_O' MAX, r (TYP.) END POST LINE POST CORNER POST LINE POST LINE POST CHAIN LINK FENCE NOT TO SCALE N OTE 51 I. WEIGHTS OF ALL PIPE MEMBERS SHALL MEET THE MINIMUM REQUIREMENTS OF A.S.A. SCHEDULE 40. 2. BARBED WIRE EXTENSION ARMS ANGLED FROM THE VERTICAL SHALL LEAN AWAY FROM BUILD- ING SITE. ' W EDWARDS AND KELCEY, INC TEST BORING LOG SHEET I OF 3 PROJECT: NYNEX Cutchogue Tower Site BORING/PIT NO.: C-1 LOCATION: Cutchogue, Long Island, NY ELEVATION: -TU ' BORINGS BY: ADT DATE STARTED: 6/11/91 ELEV. G.W.L.: DATE: INSPECTOR: B. Dovenero DATE FINISHED: 6/11/91 ELEV. G.W.L.: 49.2 DATE: 6/11/91 SAMPLE NO. SPOON BLOWS SAMPLED CASING REC 0 6 12 DEPTH SAMPLE IDENTIFICATION & PROFILE CHANGE BLOWS DEPTH 17A181 18/24 (FEET) 11 O Brown SILT, little mf Sand, trace ' S-1 0' 14" 3 3 1 mf Gravel, trace fibers 2' 2 2 2 3 a SAME 1 S-2 4' 6" 8 14 4 ~ 6' 26 27 6 6 7 a ' 8 9.0' ma S-3 9 11 7 g 9 -Brown Gray cf SAND, and cf GRAVEL trace U I1 9 10 10 Silt = 2 a 3 S-4 14' 8" 5 10 4 SAM 5 ~ 16' 11 10 F 6 y 7 8 ' S-5 19' 7" 4 8 20 grown Gray cf SAND, little mf C 21' 8 7 RAVEL, trace Silt .a 1 a 2 c 3 ' S-6 24' 8" 8 12 4 SAM 26' 14 13 5 6 ' 7 8 9 0 I.D. Casing Wgt Harmer on Casing BSA Proportions and some little trace i % Dy Wgt. 35 to 50 2D to 35 10 to 20 1 to 10 I.D. Spoon 1-3/8" Wilt Hammer on Spoon 140 lbs. Density very loose loose wed. dense dense very dense Type Core Drill Drop Hammeron Casino Blows ft. 5-10 10-30 30-50 50 Consistency ve soft soft medium stiff verT5- stiff and ' Core Dia. Drop Hamner on Spoon 30" Blows/ft ?'2 2_4 W8 8-15 30 30 The Contractor shall make his own subsurface investigations in order to satisfy himself of the actual subsurface conditions. The information contained on this lop is not warranted to show the actual subsurface conditions. Tne Contractor agrees that he will make no claims against the state, Edwards and Kelcey, Inc. if he finds that the ' actual conditions do not conform those indicated by this log. EDWARDS AND KELCEY, INC. TEST BORING LOG ' SHEET 2 OF 3 PROJECT: NYNEX Cutchogue Tower Site BORING/PIT NO,: C-1 LOCATION: h ue Lon Island New York ELEVATION: 101.2 BORINGS BY: ADT DATE STARTED: 6 11 91 ELEV. G.W.L.: DATE: INSPECTOR: B. Dovenero DATE FINISHED: 6/11/91 ELEV. G.W.L.: 49.2 DATE: 6/11/91 SAMPLE NO. SPOON BLOWS SAMPLED CASING ' DEPTH REC O Z6 6/12 DEPTH SAMPLE IDENTIFICATION & PROFILE CHANGE 1 /1 18/24 IFEETI BLOWS S-7 29' 10" 7 13 3 0 Brown Gray cf SAND, little cf 31' 16 16 1 ravel, trace Silt 2 ' 3 S-8 34' 10" 8 16 4 SAME 36' 17 19 5 6 7 8 w S-9 39' 11" 9 19 9 40 SANE y ' 41' 21 19 1 2 3 x w 20 4 SAME ~ 5-10 44' 9" 7 9 46' 27 24 6 a ' 6 7 8 S-11 49' 13" 6 12 50 SAME 51' 17 19 1 2 3 ' S-12 54' 8" 3 4 4 Brown cf SAND, little mf Gravel, 56' 5 16 5 trace Silt 6 ' 7 8 a a 9 m ' 0 I.D. Casing WgL Hammer on Casing NSA Proportions and some little trace % by Wgt. 35 to 50 20 to 35 10 to 20 1 to 10 ' I.D. Spoon 1-3/8" WgL Hammer on Spoon 140 lbs Density very loose loose med, dense dense very dense Type Core Drill Drop Hammer on Casing Blows ft. 5-10 10-30 30-50 50 „ Consistency ve soft soft medium stiff verT5- stiff ,bard ' Core Dia. Drop Hammer on Spoon 30 Blows/ft ~2 2-4 4-8 8-15 30 7 30 The Contractor shall make his own subsurface investigations in order to satisfy himself of the actual subsurface conditions. The information contained on this log is not warranted to show the actual subsurface conditions. The Contractor agrees that he will make no claims against the state, Edwards and Kelsey, Inc. if he finds that the actual conditions do not conform those indicated by this log. ED WARDS AND KELCEY, INC. TEST BORING LOG ' PROJECT: NYNEX Cutchogue Tower Site SHEET 3 OF 3 LOCATION: Cutchogue, Long Is an BORING/PIT NO,: C-1 ELEVATION: -Tur-.7- ' BORINGS BY: ADT DATE STARTED: 6/11/91 ELEV. G.W.L.: DATE: INSPECTOR: B. Dovenero DATE FINISHED:6/11/91 ELEV. G.W.L.: 71-2 DATE:-Z7TTM SAMPLE NO. SPOON BLOWS SAMPLED CASING ' RLC 0 6 6 12 DEPTH SAMPLE IDENTIFICATION & PROFILE CHANGE DEPTH 1 /1 18/24 (FEET) BLOWS S-1 59' 7" g 11 Brown cf SAND, little mf Gravel, ' 61' 19 20 60 trace Silt 1 w 0 2 ' 3 S-1 64' 12" 9 10 4 Brown cf SAND, some cf Gravel, 66' 22 24 5 trace Silt x 6 a 7 8 a S-1 69' 11 17 9 Brown cf SAND, little cf Gravel, trace p 71' 15 19 70 Silt 1 ° ' BOTTOM OF BORING 71.0' 2 3 NOTES: ' 4 1. Encountered Water @ 52.0' 2. Introduced Drilling Mud to hole @ 5 55.0' ' 6 3. 60.0' observation well was installed 7 10' of screen and 50' of riser pipe. 8 ' 9 0 2 3 ' 4 5 6 ' 7 8 ' 00 I.D. Casing Wgt. Hamner on Casing NSA Proportions and some little trace ' % py Wgt. 35 to 50 2D to 35 10 to 20 1 to 10 I. D. Spoon 1-3/8m Wgt. Hammer on Spoon 140 lbe Density very loose loose med. dense dense very dense Drop Hammer on Casino Blows ft. 5-10 10-30 30-50 50 Type Core Drill Consistency ve soft soft medium stiff veryy stiff and ' Core Di a. Drop Hamner on Spoon 30 Blows/ft. IF2 2 -4 4-8 8-15 15-30 30 Soil descriptions represent a field identification attar D.M. Burmistar unless otherwise rated. The subsurface Information shown hereon was obtained for State design and estimate purposes. It Is made available to authorized users only that they may have access to the same Information available to the State. It Is presented In good faith, but Is not intended as a substitute for investigations, interpretation or judgement of such authorized users. NV VYNEX WOBILE CUTCHOGUE SITE ~a COUNTY ROUTE 48 TOWN OF SOUTHOLD SU SUFFOLK COUNT Y v NEW YORK INDEX OF SHEETS: I. TITLE SHEET iol OK) i 2. PROPOSED SITE PLAN AND DETAILS 3. SITE LAYOUT AND BUILDING FOUNDATION 4. MONOPOLE FOUNDATION AND DETAILS / ' Ouck PPond 5. ELECTRICAL LAYOUT AND DETAILS t eo;r 6. GROUNDING LAYOUT AND DETAILS V 7. BORING LOGS AND MISCELLANEOUS DETAILS s r. ~;6L Illd J `o o ~ \ i~, Po ~i CA, o /o\ Gi~tchogne In `V A h e,~ ville ville .-CuLChbJ e lA A LOCATION MAP L~1 PORTH PORTION OF USGS QUAD SHEETS MATTITUCK HILLS AND SOUTHOLD N.Y. SCALE I " = 2000' EDWARDS AND KELCEY,INC. NYNEX MOBILE COMMUNICATIONS CO. 70 SOUTH ORANGE AVENUE, LIVINCSTON, NEW JERSEY 07019 2000 CORPORATE DRIVE ORANGEBURG, NY 10962 (914) 365-7200 CUTCHOGUE. N.Y. aaoovueoi nurecx. o iu. cut mrt1 s. riser SHEET I OF 7 0 s P P. SIT pECONI u OREGON \ 11958 15 II 35 ~N NOTE, FOR ADDITIONAL INFORMATION ~pO SEE SITE LAYOUT SHEET 3 OF 7 \~o LOT 20./ :a E~sT \i nlrucK N/F GRAY AST CUTC OGUE O O\ OVERHEAD UTILITY LI1VE5 \ EA'15TING STOCKADE FE10 'OCKADE FENCE OFFSET FENCE 9'-0' CU CN O. F \ FROM R EXISTING TREE LINE p ~ 1 WELL HEi1a S56^-9p_30~ (JYP) I as T.B.M. WELL HEAD \ \ u ELEV. 100.8 ASSUMED 26't PAVEMENT STRIPING STRIPING 263. I6 _ I LILCO423 I •~II ~ +LT H~yL.ut• . PROPOSED 12'x26' - - - NYNE% RADIO EQUIPMENT LNEX RADIO- PRE-FAB BUILDING AND EQUIP:~U'~ - - ,a;... n i,( / o oy uron 'tlnL u' OJ,. II v +m.., q • 13'x27' CONCRETE FOUNDATION 4'= - _ 20_SIDE YARD SETBACK A.RPoRI I~r~ ?i~ •s CUTCHOGUE ~I\^VIpI~(~~ PROPOSED STONE SURFACING ~LI'• /V/...n t7-~. OFlS3 \ %I..S>. Fm [n.e HARBORS PROPOSED CABLE TROUGH ~~11 C~ Marralaokn Pl ~aAP Tc ` I PROPOSED 8' CHAIN LIN 8' CHAIN LINK xmogaa° ~.oop .x i°e""a.w.m . 0 0. PROPOSED 100' MONOPOLE FENCE WITH GATE 'H GATE (-DRY WELL 17, I NEW SUFFOLK 1 i I BORING LOCATION (CATION YI \ \ ARKING ~ IP AREA I NORTH RACE MONOPOLE m / 114" POLYETHY. ti 4" POLYETHYLENE BLOCK / W / N I WA17 FLINE W( ELECT. 'E W/ ELECT. POWE , LOT K ` I /93 O 5UPPLY LINE 4' BELON WE 4' BELOW GRAD `j I lel (TO BEIREL (TO BEJRELOCATEDI rl I w I ~ --DRY WELIC -DRY WELT L Q TIMBER CURB KEY MAP 1QI I CUTCHOGUE. N.Y. N.T.S. w / I O LLJ LOT /7.3 bl \ i I EXISTING BLDG M H COVER (TYP.) II h 46E OF P/tV'T(TYP ) N/F TOWN OF 500THOLD / / cl bI\ r \ N I I O SITE D SITE DATA Q~ L( LOT 19.1 BLOCK I \0\/ zI ( DIRT / N m I Q S S.C.T.M. NO. 1000-098-1-19 \ Po5PH4LT / I PPVEMENT~ / \`e WI I Q1 O MI MIDDLE ROAD (COUNTY ROUTE 48) / m I U CI CUTCHOGUE. TOWN OF SOUTHOLD, NEW YORK \ 100 I / 0 °I 3 Lc QI o LOT AREA = 45.589 S.F. = 1.04 AC.t /00-- iv ZONE I ZONE DATA, LI LIGHT INDUSTRIAL 03AOHddV N338 SVH ° I IN NOLLVOOI NOI1VGNnO:i d0 A3AHf1S PUZ lI1N/~l, WO CONCRETE CURB 6RE)O REQUIRED PROVIDED 033008dION0G LOT SIZE 40,000 SF 45.589 SIF DONOTPROOEEDLOiT4 6o4)srR0c-T'0 of I LOT Sl EXI5FIN6 I LOT WI TREE (rYP) I LOT DE LOT WIDTH 100 168±- JUNTILaW SURVEY OF LOT DEPTH 150 252± FOUN15ATION LOCATION II~ II r I FRONT SIDE OTH Y O 1 / \ I B FRONT YARD 50 75± SIDE YARD 20 14± HAS BEEN APPROVED BOTH SIDE YARD 45 174±« P,1 E TANKS 120 Row REAR REAR YARD 70 24t- / R - - /l/ C UNIT / 1 I `1 w - SETBACKS FOR PROPOSED NYNEX RADIO EQUIPMENT BUILDING N60-54' I, -20"W M 252.68' - - /00-`--_ `ryP RO ED AS NOTED UA7E:T ~0 9'2 S.R#20`6*0 EXI57-INC TRAN5FORMER ~p p ll FF 11n1F /TY~ 1 PEOPEPTY L -PEOPE.PTY LINE /TYP) FEE: SY:_. LIL CO NOTIFY BUILUINIJ UtYAhllli NI At CONSTRUCTION NOTES; PP#420 7. ALL SURFACES SHALL BE GRADED TO DRAIN AWAY FROM THE BUILDING ELECTRIC METER OVERHEAD TELCO UNXRWRITERS CERTIFICATE ~~'p~~ OCCUPANCY OR FOLLOWING G AM TO 4 PM FOR THE WING INSPECTIONS: ITERS IEQUIRED CERTIFICATE FOLLO I. FOUNDATION - TWO REQUIRED FOUNDATION. :CT11C METER CEmTER RWIRED 2. CONTRACTOR SHALL PROTECT ALL SURVEY STATIONS DURING CONSTRUCTION UAIDER6FOL)AID ELECT USE IS UNLAWFUL 2 RFOR POURED OUGH - FRAMING R&TPLUMBING AND RE-ESTABLISH ANY DISTURBED STATIONS. 3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES AND PROVIDE LOT /B./ 9 FINAL - CONSTRUCTION MUST WITHOUT CERTIFICATE S INSULATION BE COMPLETE FOR C.O. PROTECTION AS REQUIRED DURING CONSTRUCTION. 4. CONTRACTOR SHALL RESTORE, REPAIR OR REPLACE EXISTING ITEMS DISTURBED A11F HARR15 LL CONSTRUCTION OR DAMAGED DURING CONSTRUCTION TO THE SATISFACTION OF NYNEX. E REQUIREMENTS OFA THEMN.Y. OF OCCUPANCY TH DISTURBED GRASSY AREAS SHALL BE SEEDED, FERTILIZED 8 MULCHED. STATE CONSTRUCTION & ENERGY 5. CONTRACTOR SHALL DOCUMENT AS BUILT' LOCATION OF ALL BURIED UTILITIES CODES. NOT RESPONSIBLE FOR INCLUDING POWER, TELEPHONE, GROUNDING, ETC. PROPOSED DESIGN OR CONSTRUCTION ERRORS 6. GROUND NET RESISTANCE SHALL NOT EXCEED 7.0 OHM. ROPOSED SITE PLAN 7. IMMEDIATELY AFTER FORMATION, EMBANKMENTS/SLOPES SHALL BE TEMPORARILY SCALE STABILIZED WITH QUICK GROWING RYE GRASS UNTIL PERMANENT SEEDING SCALE I"=20' CAN BE PERFORMED. 8. CLEARED MATERIAL SHALL BE DISPOSED OF BY COMPLETE REMOVAL. REFERENCE NOTES: 9. EXCAVATIONS AND FORMATION OF EMBANKMENTS SHALL BE COMPLETED TO PRODUCE ELEVATIONS FOR SLOPES CONFORMING TO THE LINES, CONTOURS, 1. TOPOGRAPHY 8 PHYSICAL FEATURES SHOWN HEREON BASED ON FIELD SURVEY PERFORMED BY EDWARD5 AND KELCEY ON MAY 30, 1991. IELD NYNE:_ AND DIMENSIONS REQUIRED BY THE DRAWING AND/OR AS DIRECTED BY THE ENGINEER. TRUE NORTH REFERENCE BASED ON SOLAR OBSERVATION PERFORMED BY NED BY r 10. TOES AND TOPS OF ALL SLOPES SHALL BE SHAPED, ROUNDED AND TRIMMED. EDWAR05 AND KELCEY INC. ON MAY 30, 1991. w 11. WORK SHALL INCLUDE SEEDING, FERTILIZING AND MULCHING OF GRADED MOBILE COMMUNICATIONS COMPANY CUT AND FILL SLOPES, DITCH LINES AND ALL OTHER SITE AREAS D15TRUBED 2. VERTICAL DATUM BASED ON A55UMED REFERENCE ELEVATION T.B.M. = EXISTING WELL HEAD = 100.8. a BY THE CONSTRUCTION ACTIVITY AND REQUIRING EROSION CONTROL AS INDICATED ON THE DRAWINGS OR AS REQUIRED BY THE ENGINEER. 12. IF EROSION OR SEDIMENT FLOW BECOMES A PROBLEM DURING CONSTRUCTION, 3. BOUNDARY INFORMATION SHOWN HEREON TAKEN FROM A PLAN CUTCHOGUE SITE N THE CONTRACTOR SHALL INSTALL SILT FENCING AT AREAS INDICATED BY FOR ARTHUR V. JUNGE INC. PREPARED BY RODERICK VAN TUYL THE ENGINEER. NO. LS 25626, DATED AUG. 27, 1991. PROPOSED SITE PLAN AND DETAILS 0 13. ALL CONCRETE (TYPE 71 A.P.C.) SHALL DEVELOP A MIN. 28 DAY STRENGTH COUNTY ROUTE 48. TOWN OF SOUTHOLD r OF 4000 PSI. REINFORCING STEEL SHALL CONFORM TO ASTM ADIS, GR. 60. 14. FORMWORK SHALL BE UTILIZED FOR ALL CAST-IN-PLACE CONCRETE, UNLESS NOTED. n SUFFOLK COUNTY. NEW YORK o CONTRACTOR MUST INFORM ENGINEER S NYNEX 48 HRS. PRIOR TO E. rl DATE JULY 31. 1991 X PLACING CONCRETE, WELDING AND BACKFILLING OF GROUNDING EDWARDS AND ~Y..-A , 11, SCALE w NETWORK OR STRUCTURES. z q5"- AS SHOWN 70 SOUTH ORANGE AVENUE, 7 VfA ~TO79 r z DWG NO 92-8012. SPI n 0 w RICHARD E °-tF P . E . N0. 066987-1 SHEET 2 OF 7 NOTE, VERTICAL DATUM BASED ON ASSUMED REFERENCE ELEVATION T.B.M. - EXISTING WELL HEAD - 100.8. POWER ENTRANCE 'o o \ 6' 5TOCKAOE FENCE OFFSET FENCE 9'-0" (TO BE REMOVED) .FROM P- PROPOSED RELOCATED 14" \ \ POLYETHYLENE WATERLINE 5'x5' REINFORCED W/ ELEC. POWER SUPPLY LINE i _ \ \ CONCRETE PAD ELEV.-101.7' (4' BELOW GRADE MIN.) 1 _ NOTE SURFACING OF FINISHED S AB SHALL BE I 1 WELL HEAP LEVEL AND FLAT WITHIN \ v 101 \ PROPOSED 12'x26' OFFSET FENCE 6'i PRE-FAB BUILDING \ .,j ae 13'x27' CONCRETE FOUNDATION X101. FROM EDGE OF PAVEMENT TOP OF CONCRETE SLAB-101.7' 6'• 101.2 _ \ 0% C PROPOSED 12' CHAIN LINK 27'-0' 5'-0" rn NYNiEX RADIO ff O.O FENCE GATE PROPOSED 4" CRUSHED I f l21 r r' 12' GATE _ E175TING EDGE OF PAVEMENT ",-0" 101.33 UIP `€O.'- BUILDING f STONE SURFACING WITH 24 m T- I----------- --------------------I g WOOD CURB X 8'-p• :.T' ISEE DETAIL-I SHEET 7 OF 7) 101.2 N 11 4' WIDE YELLOW STRIPING 24" C. TO C. 2 118'x18' DRIVEWAY ACCESS AREA) L, EDGE OF SLAB I \ STOOP 10C 100'7 OQ CONSTRUCT 6' CRUSHED STONE ' PROPOSED CABLE TROUGH 21 v I / DRIVEWAY FROM FENCE/GATE TO \ N IBY OTHERS) / EDGE OF PAVEMENT ~ o / (SEE DETAIL-2 SHEET 7 OF 7) O / PROPOSED MONOPOLE 00.72 / TELCO ENTRANCE TOP OF SLAB I _O ELEV•101.7' PROPOSED MONOPOLE FOUNDATION rn X PROPOSED CHAIN LINK I 100.72 FENCE 8' HIGH V- 101-0 EX15TING 114" POLYETHYLENE WATER LINE 10'-p• / )RELOCATE AS SHOWN) q / EXISTING CH.91N LINK FENCE' ~ INSIDE FACE OF FOUNDATION WALL (TO REMAIN) I / I MONOPOLE y r I m 0 ~0 o ~ BUILDING FOUNDATION PLAN / SITE LAYOUT SCALE, ~6' 1'-0' / SCALE 1" - 10' / EXTERIOR FACE OF SHELTER lol MATCH TOP OF SHELTER SLAB ELEVATION 6" EXTERIOR FACE OF PRE-FAB SHELTER 6" 1"zl" CHAMFER EXCEPT A Z EXCEPT AT FINISHED r5 012"O.C.,B.W., STOOP LOCATION .OCATION s4 012"0.C..B.W. L- rGRADE CENTER OF SLAB SHORT DIRECTION BARS a TOP OF SLAB / LONG DIRECTION BARS SL-P_ 1 SLOPE q"/FT- FIN. GRADE I" 1"17 r~ 6" CRUSHES TONE j/- 7~7i~"- t116" r4 012MIL VAPOR BARRIER -cl REINFORCED CONCRETE COMPACTED CRUSHED STONE IMINI FOUNDATION 4" 8" COMPACTED -f ~95 012" ROCK BACKFILL si 8" NMOBILE COMMUNICATIONS COMPANY v MIN REBAR INSTALLED SHELTER INSTALLED WITH FOOTING = g• HILTI HEA CAPSULI IEA CAPSULES COMPACTED , BACKFILL ITYPI a PREMOULDED JOINT FILLER-CAULK TOP OF JOINT d p i UNDISTURBED COMPACTED SOIL i CUTCHOGUE SITE SI SITE LAYOUT AND BUILDING FOUNDATION PLAN 3 - r4 BOT.~ 3" CLEAR COVER 2_O0 CENTER ON DOORWAY COUNTY ROUTE 48. TOWN OF SOUTHOLD SECTION A-A SUFF K COUNTY. NEW YORK CONCRETE STOOP DETAIL SCALE, ,y" SCALD A, 0E.ry yOA DATE JULY 31. 1991 s EDWARDS AND X W Z _ SCALE AS SHOWN 70 SOUTH ORANGE AVENUE, LIV a N N ~ 039 Y Z y DWG NO 92-8012, SP2 ss T- W F RICHARD E. P'. E . N0. 066987-1 SHEET 3 OF 7 VARIES 24'0 A153 GR75 ANCHOR BOLTS 6'-0 CONCRETE PI (TO BE SUPPLIED BY NYNEX) F PER F z O I I 3/4"0 PVC DRAIN PIPES 12-REQUIRED) (BY OTHERS) HERS) °w v I I N w 9._0.. MONOPOLE BASE PLATE (BY OTHERS) a o I GENERAL NOTES > I I MONOPOLE BASE PLATE a I I (BY OTHERS) ALL WORK SHALL CONFORM TO THI ORM TO THE STATE OF NEW YORK , LOCAL BUILDING CODES I" CHAMFER TOP OF PIER Q o AND ALL CODES REFERENCED IN THE -D IN THE CONSTRUCTION DOCUMENTS. THE STRUCTURE HAS \\I ELEVATION -103.0 r w BEEN DESIGNED IN ACCORDANCE WITH - aNCE WITH THE REQUIREMENTS OF THE NEW YORK STATE oJ a °a ) EDGE OF BASE PLATE BUILDING CODE. LATEST EDITION AND v w m ¢ N I I ~ )ITION AND EIA-222D. FINISHED GRADE m p 2. THIS DRAWING PERTAINS TO FOUNI 5 TO FOUNDATION WORK: HOWEVER. IT SHALL BE USED _ _ I LEVELING NUT IN CONJUNCTION WITH THE MONOPOLE MONOPOLE AND ELECTRICAL REQUIREMENTS. EACH CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENS ALL DIMENSIONS AT THE PROJECT AND SHALL BE RESPONSIBLE v EDGE OF GROUT FOR THE PROPER FITTING OF HIS WORT )F HIS WORK THERETO. N N TOP OF CONC. PIER O 3. THE ENGINEERING OF THIS FOUND( LIL' PHIS FOUNDATION IS BASED ON A SUBSURFACE INVESTIGATION. I W THE BORING LOG OF THIS IN VESTIGATI( NVESTIGATION, PERTAINING TO THE MONOPOLE FOUNDATION. 2 1/2" CLEAR ~ o CAN BE FOUND IN THE SPECIFICATIONS CIFICATIONS AND ON DRAWING NO. 92-8012 DI. THE sll x ~ O p p D - a INFORMATION THEREIN MAY BE USED B' w - o Q- OF HIS WORK; HOWEVER, NEITHER T BE USED BY THE CONTRACTOR AS A GUIDE IN THE PLANNING NEITHER THE OWNER NOR THE ENGINEER GUARANTEES ITS 2'z 2' z 2" KEY I co cc - - a - EDGE OF CAISSON o d o- ° o -a ° p o ACCURACY OR THAT T IS A TRUE REP > TRUE REPRESENTATION OF THE ACTUAL SOIL CONDITION. a - - - - - 4. LOCATE THE ANCHOR BOLT TEMPL OF THE MONOPOLE AT THE SPECIFIED 3OLT TEMPLATES ACCURATELY ON THE THEORETICAL CENTERLINE SPECIFIED ELEVATION AND THE ORIENTATION AND SECURELY J U I > MAINTAIN THE SAME IN THAT POSITION T POSITION THROUGHOUT THE ENTIRE CONCRETING OPERATION. O THE ORIENTATION OF THE ANCHOR BOIL 1NCHOR BOLT ASSEMBLY SHALL BE VERIFIED BY A LICENSED ?6 012' E•W. TOP GRADE OF FOOT) - - o _ - - o LAND SURVEYOR. E OF FOOTINGS - - - - - - o D ° ° v ° 0 5. THE ENTIRE FOOTING SHALL BE P 3HALL BE POURED MONOLITHICALLY WITHOUT SIGNIFICANT ELEV. 95.0 •O - INTERRUPTION IN THE CONCRETING OPE RETING OPERATION. PROVIDE SHEAR KEY AS SHOWN ON THE DETAILS BETWEEN THE FOOTING AND T TING AND THE PIER. THE CONCRETE SHALL BE PLACED IN A a MANNER TO PREVENT SEPARATION OF If - - PLATE MAY BE TACK WELDED EXCEED FIVE FEET 1 5 I. USE Tf dATION OF PARTICLES. THE MAXIMUM FREE FALL SHALL NOT I. USE THE TREMIE METHOD WHERE COMPLETE DEWATERING IS ITYP.) 10 o TO HOLD IN PLACE IMPOSSIBLE. a m 'p 4 ° Q 6. THE CONCRETE SHALL BE SUFFICI BE SUFFICIENTLY VIBRATED TO ASSURE TIGHTNESS AND BOND EL. ANCHOR BOLT TEMPLATE WITH THE REINFORCING STEEL. - (TO BE SUPPLIED BY NYNEX) 7. ALL CAST IN PLACE FOR THE FOC OR THE FOOTING AND PIER SHALL HAVE A MINIMUM 4(A .L__ E ~ ~ - b o - o ° o- - - _ I COMPRESSIVE STRENGTH OF 3,500 POL 3,500 POUNDS PER SQUARE INCH AT 28 DAYS. MINIMUM CEMENT CONTENT SHALL BE 7 BAGS P INCHES 14" I. ALLOW 14 DAYS OF 7 BAGS PER CUBIC YARD. MAXIMUM SLUMP SHALL BE FOUR 4 DAYS OF CURING BEFORE LOADING THE FOUNDATION. ?8 012' E.W. 9" COMPACTED CRUSHED STONE (I"') (HALL CONFORM TO THE LATEST REQUIREMENTS OF THE AMERICAN 2 1/4"0 ANCHOR ANCHOR BOLT DETAIL 8. ALL CONCRETE WORK SHALL CONE CONCRETE INSTITUTE AND THE REQUIRE HE REQUIREMENTS OF LOCAL BUILDING CODES. ALL SE DEFORMED BARS OF HIGH STRENGTH NEW BILLET STEEL BOLTS SCALE, 1' - 4' REINFORCING BARS SHALL BE DEFORME CONFORMING TO A.S.T.M SPEC. A-615 PEC. A-615 GRADE 60. 18' z 18' CONCRETE FOOTING 9. ANCHOR BOLTS SHALL BE PROVIDE BE PROVIDED BY NYNEX MCC AND SHALL BE INSTALLED ACCORDING TO THE SIZES AND LOCATIC 131 NUTS FOR EACH BOLT, ONE BELO' AND LOCATION AS SHOWN ON THE DRAWING. PROVIDE THREE ONE BELOW THE BASE PLATE AND TWO ABOVE THE BASE PLATE. SECTION 3'- NUTS AND BOLT THREADS SHALL BE H>y 3'- OF ANCHOR BOLTS. SEE DETAILS. RE ,HALL BE HOT DIP GALVANIZED. FOR REQUIREMENTS AT BOTTOM TAILS. PRETENSION BOLTS BY TURN-OF-NUT METHOD: 1/2 SCALE: 3/8"=1'-0" TURN FROM A SNUG TIGHT POSITION. POSITION. 10. DRYPACK MONOPOLE BASE PLATE ASE PLATE WITH NON-SHRINK HIGH STRENGTH GROUT (EMBECO 1 411A AS MANUFACTURED BY MASTER BU MASTER BUILDERS OR APPROVED EQUAL). 18'-0" 44"B.C. II. PROVIDE BACKFILL ON TOP OF FO THE SITE PLAN AND SPECIFICATION. TOP OF FOOTING AND FINISH GRADING IN ACCORDANCE WITH (CATION. MATERIAL EXCAVATED FROM THE HOLE, IF D FOR BACKFILL. 6 1 / SUITABLE, MAY BE UTILIZED FOR BACK I T-- MONOPOLE FOUNDATION DESIGN LOADS IGN LOADS @ TOP OF BASE PLATE OVERTURNING MOMENT - T - 753 FT.-K WIND SHEAR @ BASE - - IOK %2"PLATE - (8)-23/8"DIA.HOLES DEAD LOAD OF POLE - - 12K (A36) (BOTTOM PLATE) FOUNDATION ANCHOR BOLT SETTING TEMPLATE (BOTTOM) 0 N.T S. m ~ 24-rrll VERTICAL BARS EVENLY SPACED o ~ v 0 y0 50 Q~P,~4. ANCHOR BOLT/HOLE ( TYP. ) P P a py~ CENTER OF MONOPOLE BASE PLATE 0 + 0P i / 0 3^ 3^ AND CONCRETE PIER OD 0 IT P.1 0 \ 0 ° 45 0' 2'-0" MIN. `-#6 TIES OVERLAP. WELD CT U+ (TYP.1 0 TOGETHER AT - - - - BOLT PAIRS NOTE s ANCHOR BOLT ORIENTATION WILL BE FURNISHED END OF LAP O O BY NYNEX PRIOR TO CONSTRUCTION. \ O1 C \-ANCHOR BOLT (TYP. OF 8) 0 ~ as GAP ~P~ N YN E 45 0' \ry`~ (TYP.) \ MOBILE COMMUNICATIONS COMPANY BASE PLATE i O CUTCHOGUE SITE 91-0 MONOPOLE FOUNDATION AND DETAILS i COUNTY ROUTE 48. TOWNSHIP OF SOUTHOLD 0 SUL COUNTY. NEW YORK BOLT PAIRS FOUNDATION PLAN DATE JULY 31, 1991 o SCALE! 3/8"=1 ANCHOR BOLT EDWARDS AND KELC SCALE AS SHOWN 10 SONY DUKEAY[AN, Liumm , Y O1 ORI ORIENTATION DETAIL t to \1 DWG NO 92-8012. STI } A SCAL SCALE: 3/32"=1'-0" see-,. yz; 0 RICHARD E. T .E.NO. 000947-1 w L MONOPOE SHEET 4 OF 7 ~N 200A METER SOCKET WITH LILCO METER SEE ELECTRICAL SERVICE ENTRANCE DETAIL LILCO N - - NY1,pt RADIO r2 GW TO ELECTRIC SERVICE _ GROUND.SEE DWG NO 92-8012.E2 I ~ I + O ~ I i I e 0 I Lu NYNEX RADIO W l 'EQUIP. BUILDING 00 EDGE OF EXISTING P/{V'T A A EXISTING II ~ ~/-T - 3"GRS. 3-350MCM. Ir2GW BLDG, O I 2'x2'x3' PRECAST JUNCTION BOX PENNCAST I I I 4"PVC, TELCO I MODEL NO. 223. WITH SUMP HOLE B GROUND _I HEAVY DUTYSCOVER T \ T-HINGED NEENAH CAT. r R-6662-KH 000 I r r ~r c r~ ~ ~.-cr r PROPOSED MONOPOLE I W I I i \I ~ I Y \ PROPOSED U/G TELEPHONE F TRFIN5FO,PM~-K GW, AND ELECTRIC SERVICE ~ LILCOO SEE TRENCH DETAIL II 3"GRS. 3-350MCM. Ir2GW PROPERTY LINE (TYP) OVE,PHE,AO TELCO~ ELECTRIC METER CENTER UNDER6FO111NO ELECT. I 4" PVC TELCO I PROPOSED UTILITY ROUTING PLAN I I 3"GRS, 38350MCM,1+2GW 4.Ir2GW N.T.S. FROM TRANSFORMER TO _R TO NYNEX RADIO EQUIP. BLDG. IP. BLDG. I FOR CONTINUATION, SEE EX15TIN6 POLE PROPOSED UTILITY ROUTING PLAN NYNIEX ELECTRICAL SERVICE PLAN CE PLAN EX15TING P,PIMFIRY LINE5 I SCALE= I'=10' ~EXI5TIN6 LZLCO 7-RAN5FORMEe 3fz.GRS. 3-350MCM. I82GW (UNDERGROUND SERVICE) M a i to NOTES, NOTE, 1. FOR GROUNDING. SEE DWG NO 92-80I2.E2 INSTALLATION OF ELECTRICAL SERVICE EQUIPMENT SHALL BE IN ACCORDANCE NEW 200A MEILK 51JGKLI WI 1 H LILW KLUUMLMLN I D. M NEW 200A METER BY LILCO NEW 20OA I i SERVICE DISCONNECT 3'-0" MIN.. 6'-0" MAX• A.C. MAIN 1 SERVICE DISCONNECT IBY OTHERS) I ~ I i I EXISTING NYNEX PRE-FAB I FFAL15FORMER i~-BUILDING 2"C, 3#3/08---1 FINISHED GRADE I r 2GW SHED GRADE BY LILCO APPROX. 340'* ` I i t PAD GRADE ~ n z TRA TRACER TAPE _ N YNE:_ 1 TY I 1 TYP ) 11 v z - f 1 -+2 GROUND WIRE IN i~ a~ J? S~ I"Y PVC CONDUIT FROM n ^ I N - - - _ - - - n - GROUND NET TO GROUNDING LUG IN SAFETY DISCONNECT MOBILE COMMUNICATIONS COMPAN'Y I 4" PVC- T E -3" E -3" GRS +2 GW ~_jCONNECT TO CUTCHOGUE SITE w I a 4' 5" (EXTERIOR GROUND NET) GROUND NET I I )-0^ ELECTRICAL LAYOUT AND DETAILS 3" GRS. 3-350MCM, 1+2GW EAN FILL WITHOUT COUNTY ROUTE 48. TOWN OF SOUTHOLD NLYNEX RADIO 1 BACKFILL SHALL BE CLEAN FILL W EQUIPMENT BUILDING (PREFAB) STONES AND SHALL BE THOROUGHLY THOROUGHLY COMPACTED SUFFOLK COUNTY. NEW YORK o IN 6" LAYERS BY TAMPING OR APP 'ING OR APPROVED METHOD. NO BELLYING OF THE TRENCH WILL 'RENCH WILL BE ALLOWED. tcDFNEWY DATE JULY 31, 1991 EDWARDS AND o R & TRENCH DETAIL DETAIL Q3 4 SCALE AS SHOWN AC ONE LINE DIAGRAM SECTION A-A J A-A ELECTRICAL SERVICE ENTRANCE DETAIL 10 SOUTH ORANGE AVENUE, U NIS ( 7 DWG NO 92-8012, El N.T.S. S. N.T•S• 0 z N.T.S. RICHARD E .NFU ~ . E . N0. 066987-1 -Qffgw FESSI SHEET 5 OF 7 0 GROUND TO MAIN DISC. SW. NEUTRA 5W. NEUTRAL BAR RUN INTERIOR HALO GROUND WIRE TO GROUND WIRES (NOTE 1) EXTERIOR THRU HOLE PROVIDED 8 CADWELD 18 FEET PROTRUDING UP THROUGH TO EXTERIOR GROUND WIRE. SEAL HOLE FOUNDATION. WELDED TO BURIED WITH SILICON CAULK ( TYP ) NOTES RING GROUNDI i 1. ALL GROUNDING WIRE MUST BE NO. 2 AWG TINNED SOLID COPPER WIRES, BURIED 30" MIN. BELOW FINISHED GRADE. WIRES MUST BE EXOTHERMICALLY WELDED OR BRAZED I" SCHED. 80 PVC (TYP) I C WHERE BONDING IS REQUIRED. 2. GROUNDING RODS MUST BE STAINLESS STEEL OR COPPER-CLAD STEEL, 3/4"x10' MIN. GROUND TO A/C UNIT i TOPS BURIED 30" MIN. BELOW FINISHED GRADE, EXOTHERMICALLY WELDED TO BURIED SEE DETAIL-B I RING GROUND. 3. ALL ABOVE GROUND CONNECTIONS SHALL BE CADWELD, BOLTED CLAMP, OR SPLIT BOLT CONNECTORS. CRIMP CONNECTORS SHALL NOT BE USED ON SOLID CONDUCTORS. CADWELD MUST BE USED FOR FENCE CONNECTION. 4. WHERE GROUND CONNECTIONS ARE MADE THE CONTACT POINTS ARE TO BE CLEANED r2 SOLID TINNED COPPER GROUND LEVEL SIGNAL CABLE FEED-THRU O ifi ~ \ AND MADE FREE OF FOREIGN MATERIAL SUCH AS PAINT AND CORROSION, TO ENSURE GROUND WIRE TO EXTERIOR SEE DETAIL NYNEX RADIO AN ADEQUATE BOND. GROUND RING - iRl 5 EOUIP. BUILDING _ S. FOR CONNECTION TO ALUMINUM FACIA AND ALUMINUM GRAVEL GUARD, ALUMINUM (TYP OF 2 PLACES) CONDUCTORS SHALL BE USED WITH APPROVED BIMETALLIC CONNECTORS BETWEEN r2 GW TO ELECTRIC SERVICE - 5' ALUMINUM AND COPPER. ALL ALUMINUM CONDUCTORS SHALL BE TWO SIZES GREATER THAN THAT SPECIFIED. AN ANTI-OXIDATION COMPOUND SHALL BE USED. GROUND. SEE DWG NO 92-8012. El i 6. WHERE ANY GROUNDING DCONDUCTOR PASSES THROUGH METAL CONDUIT IT SHALL BE 30" MIN. I _ T 1 BONDED TO THE CONDUIT ENDS. GROUND ROD (TYP) (RING GROUND LEVEL T 7. ALL GROUNDING CONNECTIONS TO THE GROUND BAR PLATE SHALL BE MADE WITH MUST BE 30" MIN. BELOW FINISHED GRADE) GROUND ROD INSPECTION- DOUBLE HOLE HYDRAULICALLY INDENTED LUGS. 8. EACH SECTION OF CABLE THROUGH SHALL BE GROUNDED USING GROUNDING CONNECTOR SIMILAR TO TYPE KC-28 BY BURNDY OR APPROVED EQUAL. FOUNDATION WELL. SEE DETAIL-0 I 9. GROUND NET RESISTANCE SHALL NOT EXCEED 1.0 OHM. 70. ALL BELOW GROUND CONNECTIONS SHALL BE CADWELD. +2 SOLID TINNED BARE COPPER! I BRAIDED GROUND STRAP 71. GROUND THE INTAKE AND EXHAUST HOODS. EXACT LOCATIONS SHALL BE GROUND WIRE TO CABLE TROUGHI I ` I (TYP) VERIFIED IN THE FIELD. EXTERIOR GROUND BAR PLATE_ I cwu I GROUND ROD (TYP.) MONOPOLE FOUNDATION GROUNDING DETAIL SEE DETAIL. I V SEE DETAIL-R m N.T.S. Y SEE MONOPOLE FOUNDATION) I GROUNDING DETAIL. r +2 SOLID TINNED BARE COPPER GROUND WIRE (TYP.) II I GROUND TO FENCE (TYP.) +2 INSULATED GREEN I .SEE DETAIL-S STRANDED TAP (CU) TO INTERIOR HALO GROUND I i +6 INSULATED GROUND WIRE 0 0 0 0 I TO SIGNAL,CABLE FEED-THRU PLATE I (TYP. OF T), .00000 i i C-TAP 0000. SIGNAL CABLE 0O 0 0 O FEED-THRU TBB + 54740 EXTERIOR GROUNDING LAYOUT O . . BAR PLATE SCALEt 1'=10' •2 AWG INSULATED GROUND +6 AWG INSULATED WIRE TO MONOPOLE GROUND GROUND WIRE BAR VIA CABLE TROUGH ° EXTERIOR GROUND PVC SLEEVE AT s2 AWG BARE GROUND WIRE 45° ANGLE TO EXTERIOR GROUND LEGEND A/C UNIT "T" TAP CADWELD CONNECTION SIGNAL CABLE FEED-THRU r2 SOLID TINNED BARE COPPER GROUND WIRE N.T.S. TO EXTERIOR GROUND NET QQ GROUND ROD DOUBLE HOLE LUG +2 AWG SOLID TINNED BARE ® INSPECTION WELL GROUND WIRE TO A/C FRAME WALL GROUND PENETRATION - - +2 AWG SOLID TINNED BARE COPPER N.T.S. i "0 PVC. SECURE TO WALL GROUND WIRE i AS PER CODE ~ - ~3A PIG TAIL COIL - 15 FT OF +2 AWG i FIN. GRADE SOLID TINNED BARE COPPLK GROUND WIRE FOR CONNECTION TO INTERIOR NOTE- EQUIPMENT GROUNDING SYSTEM SHALL BE FURNISHED AND INSTALLED IN COMPLETE ACCORDANCE WITH NMCC PRACTICE 802-001-197. (5) (2) GROUND ROD "DO NOT DEVIATE AND "DO NOT SUBSTITUTE" 14) DETAIL-B 0 N.T.S. ~o l3) 114 GRADE GRADE PRECAST CONC. 'COVER GRADE GROUND WIRE NYNE:_ LEGEND v O CADWELD- (1) COPPER GROUND BAR, 114"x4"x10-, NEWTON ITYP) CADWELD 12`0 PVC PIPE M ITYP) INSTRUMENT CO. CAT. xA-6763. CADWELD (2) INSULATORS, NEWTON INSTRUMENT CO. MOBILE COMMUNICATIONS COMPANY CAT. x3061-4. (3) 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. GROUND WIRE GROUND WIRE FROM CAT. x3015-8. GROUND W F (4) WALL MOUNTING BRACKET, NEWTON MAIN DISCONNECT CUTCHOGUE SITE W INSTRUMENT CO. CAT. xA-6056. 11 WELL ONLY) GROUNDING LAYOUT AND DETAILS (S) S/B-11x1" H.H.C.S. BOLTS, NEWTON 11"0x10' LONG COPPERCLAD INSTRUMENT CO. CAT. x3012-1. GROUND ROD COUNTY ROUTE 48. TOWN OF SOUTHOLD N DETAIL-0 DETAIL-R S K COUNTY. NEW YORK ? K F GROUNDING BAR PLATE DETAIL GROUND f 3ROUND ROD INSPECTION WELL GROUNDING ROD ~P4 PPo E. 1*1 'p'd DATE JULY 31. 1991 (TYP. FOR INTERIOR a EXTERIOR) EDWARDS AN zI SCAT E AS SHOWN 4M° " N.T.S N.T.S. N.T.S. 70 SOUTH ORANGE AVENUE' I ST EY U X xs eA,° DWG NO 92-8012. E2 W 2 } 2 ° RICHARD °F L P.E.N0. 066987-1 W ' SHEET 6 OF 7 EDWARDS AND KELCEY, INC. R EDWARDS AND KELCEY, INC TEST BORING LOG TEST BORING LOG q( EDWARDS AND KELCEY, INC SHEET 1 OF 8 SHEET 2 0 SHEET 2 OF B TEST BORING LOG SHEET OF 3 PROJECT: NYNRS Catcho6ae Tower Site BORING/PIT NO.: G-1 PROJECT: iq N Cntrhnsae 'rower Site BORING/PIT N( LOCATION: CG[ChoROe, Loon Island Ny ELEVATION' S LOCATION: a Loo lslarm Nev York ELEVATI( BORING/PIT NO,: C-1 PROJECT- NTNEE Cucchmgue xnver Slte BORING/PIT NO,: C-1 ELEVATION: TO L2 LOCATION: cocc ague, LOVg en , BORINGS BY: Ant DATE STARTED 6/11/91 ELEV. G.W L DATE: BORINGS BY ACT DATE STARTED: 6 11 91 ELEV. G.W L.: CA' W L.: DATE BORINGS BY: AD•F s OA TE STARTED _T7171-791 ELEVATION INSPECTOR: B. Dovme DATE FINISHED: 6111/91 ELEV. G.W.L.: 49.2 DATE: 6/11/91 INSPECTOR: B. In-mr. DATE FINISHED. 6/11/91 ELEV G.W.L.' 49.2 CA W.L.' 49.2 GATE. -6-/1179-1 INSPECTOR: e. Daveoe DATE FINI SHED6 11 1 ELEVELEV. . GG.WW.L.: L.: •2 DATEDATE: TR: °r~~lra SAMPLE NO. SPOON BLOWS SAMPLED CASIhG SAMPLE NO. SPOON BLOWS SAN PLED REC D 6 6 12 OEPTN SAMPLE IDENTIFICATION 8 PROFILE CHANGE BLOWS REC D 6 fi 12 DEPTH SAMPLE IDENTIFICATION 6 PROFILE CHI DEPTH 12/I 18/24 {FEET! DEPTH 1 /1 1B/2A {FEET) ON 6 PROFILE CHANGE CASING SAMPLE NO. SPOON BLOWS SAMPLED CASING BLOWS REC 0 6 6 12 DEPTH SAMPLE IDENTIFICATION L PROFILE CHANGE DEPTH /1 1812 IFEET) BLOWS D s-] 29' 10" 7 ll 3 0 -drawn Gray cE SAMD, little cf little Of s-1 59' g 11 grow of SAND, little at Gravel, S-1 n' 14" 3 3 rave SILT, Little , mE Said, [race 1 of Gravel, trace e fibers 31' 16 16 1 vel, crace (J Stlt It 61' 19 20 6D trace Silt 2 2 P 2 1 2 7 3 3 S-2 4' 6" 8 14 4 A1+E S-8 34' 10.1 8 16 4 SAME S-1 64' 12" 9 10 5 Sr. of SANn, name Of Gravel, v 26 27 S 36' 17 19 S 66' 22 24 [race Silt to ANTENNA 6 6 6 PLATFORM 7 7 8 S.C. m 8 7 B S-3 9' 11" 7 8 9 -Prima Gray cf SAND, and cf GRAVEL [race S-9 39' 11" 9 19 9 S-1 69' 11 17 9 Hr.. Of SASH, little Of GveVe1, Trans ~ I1' 9 10 3G silt 4P 21 19 4 D sA2@ 71' 15 19 70 Silt m BOTTOM OF HONING 71.0' 2 2 3 i 3 dc 3 . EH: 1 a G 1. Encountered Water IS 52.0' S-4 14' B" 5 10 A S-10 44' 9'. 7 20 4 sAr+E 2. Introduced nrallio6 Bud to bole @ 16' 11 10 6 m I 46' 27 24 fi 5 55.0- 6 T. 60.0' obaerva[fOn ve 11 was installed 7 10' of screen and 50' of riser pipe. 7 7 8 B B 9 N S-5 19' 7" 4 B 9 raw Gray cE SAND, little mf ° S-11 49' 1'3" 6 12 9 SANE G 21' a 7 20 RAM, trace P) Silt J 51' 17 19 50 1 _ I I r r 2 R u] 3 _ 3 3 0 5-6 24' B" 8 12 A A!¢ s-12 54' $516 4 Brown cf SANR, little mf Gravel .e at Gravel, a -I u 26' 14 13 S 56' 5 trace silt 5 6 6 7 V f- x B B -i' 3 0 9 9 3 w x D D Lp. Cuing Mgt Header an Cuing RSA IroosrtiooS d a little e L D. Casing W9L Mnmer on C.d." RSA Immd•t it hand. little tr trade, % ey wilt. . 35 to Ep gt35 Ian m 20 to Il It a trace D. [u m9 yc Xareer on [a nn9 BSA 11e1o rti Ion1 litti. trace e 35 D to 20 I [0 0 1.0. Sown 140 lb. . ey Mq[. 35 t. o 5p y]w35 ID N 2 30 I to ID w J 140 lbs. Fey m,L 35 de W Z to 35 ma 10 to IO to o Tp. Sown h9l Nam., on ..on Density vary Ioau ldeoan ud, dmu en a very sense I.D. Soren 1-318" Mgt Nann<r on Soom 140 lbw ee siryvery Ioase n!d Eea ]e E!n!! 0!n!e Mql Nam, n $ea I ave tf ery Iw fa ..a. 0tn1a aenae e ?!`Y 5oena O - 5oo-10 neeI, O.3G sense b sa-me Type Core Drill El evs }t - SIp 10.30 30-50 ) 50 D.npldwa ft l 5G Rrm fame., con awns Tied ed•e pill prod Harmer or caalnd I. ft 30-511 ue' Sp TYIe C-11 Drill L v 510 10-30 30-50 / 0-30 11 0, C.Ip., [env ltwcY ry m/t I[ nwlum !ti// ftiff D CL 0 abme/tncy Ve(ry Soft it mamma atifr e stlft 5a m Con to Y ft aft m alum stiff ver Cole Dla one namer on Siam 30" Elan/ft 2 2-4 4-E a-15 vry6-g g Con Dia ome med.r on Sperm 30" ploueJIL c vary2aa 2-4 4-E 8-15 4 m alum atl fl atllf .Dam fort Ou 0rog Hann n 5Pa ]U• tl o•,e/!t VeC 1 'i2- Y q-t F15 elr5-b ) 30 4-E t-IS VeflS'3J l YI z The Contractor Shall make his am mosurface investigations in order to satisfy himself of me actual mmurface The Contractor mall make his mm sumufface i.... U,timnd In ord., m satisfy DIdeal f of me actual e Soe requesont IamMr rtload ~Idda +I f~n"'f" condition, The Ay h- --a . hadrmIa0 . ouOu.su n On sdto1hr brSadndew0hu chd Onaid, W achauda, h anlalha. 0 s mneltiom. Re Information ta,ned on this ley is not warranted to mow me actual suerfac. conditions. Than conditions. Re Information contained on this log is not warranted to Now us acWJ nomrfara Condit mane claims :tams e lst ale, Edward& end middy, Inc if he finds that the Contractor agrees mat he will mWa no claims hst me Stale, Edwards And ml.m, Inc. If he finds th Contractor ,treed n a not roi l will mems no lams mlm-maI.don avvlw N. Ga. suu I, agn l9n a 1r a Pu,tntedmd in n qak 1 ralN. 1, Wr I. not r InuneM as. wnuaomu Id, kr mvndsavon Ina. f he finds that the muy uta .,.1 l N. af n Pnmeon ogaa.mem olwm aumodxw cars actual cand n y this actual mnmtions do not conform has. indicate of this log. SINGLE GATE DOUBLE GATE GATE -__GATE OPENING GATE OPENING PENINH ILLS %1` 3 AT~ 1 wimln, 14 IAn.l. WIgE,t STRAKA IE'/2 GA wire H GA.4 POINT MARKS • FAORI , I Ap4~ TIE WII TIE WIKES, BAq EEO WIgE, EGA. 31`O.C. HAD II%d A. e GA. 1 IA ¢ QA. 4 GA.a240C' [-TOP RAIL IT he I (TYPI 1•YYEfII pOACE I SPACE PAIL, srn1KE srnAl- [ I TRUSS ROD = FORM LATCH WITH LOCK `I I FAaRIC IS GA. h ETPETCIIEO O. 03 ]Tp EiCll[p 2`MESU ITY P.1 LATCl1 A55 EM ELY - FOR LOCK I'-e'o.c uAe.- All /.'13H' Erm ."w- 1 IMO• I SIG ETCHED hAN \ x 3 ,mL HINGE ITYP) ANA EANO 1 GROUND ELEVATION - = 551± AMSL 1 IY 'll • i' TUm HKUCKLE FINGUEA GRAPE iI, TUONBUCKL GATE KAR MUSHROOM RIO ET IN PATE N PAIL I t u j. ' 1', L I I CONCRETE I I CONCRETE TUn NBIIGHLE - GATE RAIL •~I r s- Eu11]IIEO cnnmE FOOTING I rrLl I II• °11: - ,u • I, L{ F P! ads L1 { 2 REVEAL' _ .1 •.i, TIE w11 II• TO]•(1•IIep YAAL) AGA. it I TIE wl'ES, .I , ll SEE DETAI 60 A. 1a' G. C. III, q l' SEE L-A -COHCIETE Q - 1- .II Tpu ifs epn j1 'MmA[E HAIL FOOi1,10 I, ~,r IIM`W yI tt oA. ~I. TEII1I011 WIpE• 12~Q SYMMETRICAL GATE POST FAA ELEVATION n'- a•r I: m 9 TURNBUCKLE GATE POST ABOUT Till A% ' N. T. S." ,.AK. GATE ELEVATIONS TYP.1 NOT TO SCALE inc.T rnClip" DIICT IINIF Pf3GT IINF PnsT LNU rUOI GATE STOP NOTE, PLACE GATE KEEPER LO ALLOW MAXIMUM --corvc BETE CHAIN L CHAIN LINK PENCE OPENING OF GATE AND MINIMUM HAZARD I10T T TO FOOT AND VEHICLE TRAFFIC. HOT TO SCALE NOTFSI i I. WEIGHTS OEALL PIPE MEMBERS SYIALL MEET THE MINIMUM BEOUIRENENTS OF A.S.A. SCHEDULE 10. 3. BABBEO WIRE EXTE.RION ANNE ANGLED FROM TINE VERTICAL SIIALL LEAN AWAY FROM SUILO' DETAIL-A ING SITE. n.l s. CHAIN LINK FENCE N YNE;_ 'A' DIA. CRUSHED STONE DIA. CRUSHED STONE SURFACING 6 MINIMUM I SURFACING 6 MINIMUM (AASHTO M147-65 GR-GRID 12' (AASHTO M147-65 OR-CBD WITH SUFFICIENT BINDER) (TYPI WITH SUFFICIENT BINDER) MOBILE COMMUNICATIONS COMPANY w 0 g LIMIT OF SURFACING I LIMIT OF DRIVEWAY J m 2'x6' PRESERVATIVE PRESSURE- CUTCHOGUE SITE N I 2•x6• PRESERVATIVE PRESSURE- ' A TREATED WOOD CURB TREATED HOOD CURB B BORING LOGS AND MISCELLANEOUS DETAILS GRADE GRADE o TO DRAIN TO DRAIN COUNTY ROUTE 48. TOWN OF SOUTHOLD r I /e SUFF COUNTY. NEW `YORK U 2'x6'xl'-6' LONG PRESERVATIVE CCNIPACT SUBGRADE AND SURFACING 2'x6'xl'-6' LONG PRESERVATIVE TO PRODUCE AN UNYIELDING SURFACE PRESSURE-TREATED WOOD STAKE • COMPACT SUBGRADE AND SURFACING PRESSURE-TREATED WOOD STAKE E. 2gNC~hA DATE JULY 31. 1991 5'-0' D.C. MAX. STAKE EACH SIDE TO PRODUCE AN UNYIELDING SURFACE 05'-0' O.C. MAX. STAKE EACH SIDE S OF CURB JOINT EDWARDS AND SCALE AS SHOWN x GALVANIZED SPIKES OF CURB JOINT GALVANIZED SPIKES w ~10 SOUTH OIAYCE AVENUE, LI @ YE z r DWG NO 92-8012. DI z SURFACING SECTION DRIVEWAY SECTION SECTION - o DETAIL-1 DETAIL-2 kILkIL=2 wc N.T.S. N.T.S. '.S. RICHARD E. R q P.E.N0. 066987-1 G SHEET 7 OF 7 NOTE, VERTICAL DATUM BASED ON ASSUMED REFERENCE ELEVATION POWER ENTRANCE T.B.M. - EXISTING WELL HEAD - 100.8. -a' STULk ADE FENCE -OFFSET FENCE 9'-0` (TO BE REMOVED) FROM I- PROPOSED RELOCATED I~` - -5'x5' REINFORCED 48 -0' POLYETHYLENE WATERLINE 50-p`- W/ ELEC. POWER SUPPLY LINE - CONCRETE PAD ELEV.-101.7' 5 (4' BELOW GRADE MIN.I 4 6S ' 3' WELL HEq(Y rA a - " t PROPOSED 12'x26' - ---OFFSET FENCE 6's PRE-FAB BUILDING E - as j FROM EDGE OF PAVEMENT 13'x27' CONCRETE FOUNDATION r--•,141_ ° E - " TOP OF CONCRETE SLAB-101.7' 26\ 101.2 -~~----,t-T.~- 0 PROPOSED 12' CHAIN LINK I I TERMINATE W/ LB AT HOLE ELECTRICAL SERVICE ENTRANCE OX e i - FENCE GATE ABOVE SLAB. SEAL W/ o NYNEX RADIp SILICONE CAULK 2 0 GRS 8'-0` 101.33 ~OUIP. BUILDING _ STOOP p~ 2'-4' / PVC TELCO 24'± 2~- 1 p~ -IZ' GATE _ EtISCINo EDGE OF Pf{vEMEAT PROPOSED 4` CRUSHED- .1 of STONE SURFACING WITH 101'2 N -4' WIDE YELLOW STRIPING 24' C. TO C. N WOOD CURB _*4_2 ' (18'x18' DRIVEWAY ACCESS AREA) (SEE DETAIL-I SHEET 7 OF 7) PROPOSED CABLE TROUGH-- 21 t II g NOTE, TOP OF SLAB SURFACING OF FINISHED SLAB SHALL BE ELEV. • 101.7' LEVEL AND FLAT WITHIN -100'7 ______~--CONSTRUCT 6' CRUSHED STONE DRIVEWAY FROM FENCE/GATE TO fA_ INSIDE FACE OF FOUNDATION - q -L (BY OTHERS) ' EDGE OF PAVEMENT .I ISEE DETAIL-2 SHEET 7 OF 7) WALL BELOW EDGE OF SLAB B EXTERIOR- FACE OF PREFAB SHELTER / PROPOSED MONOPOLE-- r^ I '0 NI -fOO .72 .I O ____~TELCO ENTRANCE PROPOSED MONOPOLE FOUNDATION ~ PROPOSED CHAIN LINK I ---100.72 FENCE 8' HIGH -r 10'-p• -EIlSTING POLIETMLENE WITEP LLNE r~~ j IRELOCATE AS SHOWN) EI1,5F C CHA[N LINk" FENCE (TO REMAIN) r~ i I m MONOPOLE ~N FOUNDATION PLAN SCALES = 1'-0" ~N a SITE LAYOUT SCALE -1"- 10' EXTERIOR FACE OF PREFAB SHELTER -I'x I' CHAMFER IHAMFEfl I - - - - - - - _ EXCEPT AT STOOP LOf AT STOOP LOCATION EXTERIOR FACE ~-I 15 012'0.C.. E•W.. / OF SHELTER CENTER OF SLAB -SHORT DIRECTION BARS a1 FINISHED- -LONG DIRECTION BARS GRADE TOP OF SLAB SLOPE I MATCH TOP OF SHELTER SLAB ELEVATION N d CONS RUC ION JOINT )C ION JOINT ITYP.1 04 012.0.C..8. W. a_ h ° - 84 AT 12' Q.C V L 6 MIL VAPOR BARRIER 2 q.C - 4 T I O.C. _6' COMPACTED CRUSHED STONE (MINI ? '?XO.C. FIN. GRADE SLOPE ~'/FT. - REINFORCED CONCRETE FOUNDATION 8• CRUSME STONE c r 0 P NYNE:_ MPACTED--~~ 1¢' PREMOULDED JOINT 6_ -CO ~ BACKFILL FILLER.CAULK TOP OF JOINT N•-o• SHELTER MOBILE COMMUNICATIONS COMPANY FOOTING M ROCK 3 - •4 CENTER ON DOORWAY Q CUTCHOGUE SITE CONCRETE STOOP DETAIL SI SITE LAYOUT AND BUILDING FOUNDATION PLAN N.T.S. COUNTY ROUTE 48. TOWN OF SOUTHOLD SUFFOLK COUNTY. NEW YORK SECTION A-A D ~pFNEwy DATE JULY 31. 1991 SCALE, I'-0" EDWARDS A P w R K A 4,29/92 REVISED FOUNDATION DETAILS SCALE AS SHOWN 14 SOUTH ORANGE AVE ERG EGS 1*~9 34 Z QI 4/24/92 RELOCATE TELEPHONE ENTRANCE ANCE - uDWG NO _ 52-5012. SP2 Z G W REV. NO. DATE DESCRIPTION RICHARD p9pFES5" EL P . E . N0. 066987-1 SHFFT 3 nF 7