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HomeMy WebLinkAbout34000-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33642 Date: 04/10/09 THIS C~KTIFIES that the building WIRELESS FACILITY Location of Property: 23045 MAIN RD ORIENT (HOUSE NO.) (STREET) (HAMLET) County Tax Map NO. 473889 Section 18 Block 2 Lot 22.1 Subdivision Filed Map No. LOt NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 20, 2008 pursuant to which Building Permit No. 34000-Z dated JUNE 20, 2008 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 WIRELESS TELECOMMUNICATION ANTENNAS INSTALLED IN EXISTING CHURCH STEEPLE AS APPLIED FOR PER ZBA #5224, DATED 3/12/03. The certificate is issued to ORIENT CONGRETIONAL CHURCH (OWNER) of the aforesaid building. St~FFOI~ COI~YDEP~2{qT~ENTOF~ALTHAP~O~-AL N/A EL4~-~ICAL C~K'rIFICATE NO. 1160952 08/26/03 PLIERS CERTIFICATION DATED N/A Rev. 1/81 APPLICATION FOR CERTIFICATE OF OCCUPAN~ 0 t BL~. DEPT. y ll)~/N OF SOUT~I.D This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of pr°perry with accurate location of all buildings, property lines, strcets, and unusual natural or topographic features. 2. Final Approval fi'om Health Dept. of water supply and sewerage-disposal (S_9 form). 3. Approval of electrical installation ~om 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 reeponsible 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: I. Accurate smvey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A pr°perly c°mpleted application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $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 New Construction: Location of Property: Old or Pre-existing Building: House No. (check one) Owner or Owners of Property Street Hamlet Suffolk County Tax Map No 1000, Section Su i sion Permit No. '~ ~ D O CD Date of Permit. Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ / ~ Block Filed Map. Applicant: Underwriters Approval: Final Certificate: Lot Lot: b~ (check one) pp ~ca~Signature BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by J.A. LEE ELEC., lNG. ORIENT CONGREGATIONAL CHURCH 513 ACORN ST 23045 MAIN ROAD DEER PARK, NY 11729, ORIENT, NY 11957 Located at 23045 MAIN ROAD ORIENT, NY 11957 Application Number: t'160952 Certificate Number: 'H60952 018 02 022.001 Building Permit: BDC: Section: Block: Lot: 0 NS11 Described as a occupancy, wherein the premises electrical system consisting of Commercial electrical devices and wiring, described below, located in/on the premises at: Basement, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 26th Day of August, 2003. Name QTY Rate Rating Circuits Type Alarm and emergency equipment Combo Exit and Emergency Light 1 0 Sensor I 0 Smoke Service Service Disconnect: 1 200 sw Service1 Phase3w Service Ratin~200Amperes Wiring And Devices Fixture 3 0 Fluorescent Receptacle 2 0 General Purpose Switch 1 0 General Purpose This certificate may not be altered in any way and is validated only by the presence of a raised seal at the I~ati0n ifrdicated. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34000 Z Date JUNE 20, 2008 Permission is hereby granted to: CONGREGATIONAL ORIENT PO BOX 425 ORIENT,NY 11957 for : CONSTRUCTION OF A WIRELESS COMMUNICATIONS FACILITY WITHIN AN EXIST ING STRUCTURE AS APPLIED FOR PER ZBA APPROVAL # 5224 THIS REPLACES BP#29333 at premises located at 23045 MAIN RD ORIENT County Tax Map No. 473889 Section 018 Block 0002 pursuant to application dated JUNE 20, 2008 and approved by the Building Inspector to ex~ire on DEOEMBERFee $ 200.00~/~2~l~~f !~..; Lot No. 022.001 ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 29333 Z Date APRIL 24, 2003 Permission is hereby granted to: CONGREGATIONAL ORIENT PO BOX 425 ORIENT,NY 11957 for : CONSTRUCTION OF A WIRELESS COMMUNICATIONS FACILITY WITHIN AN EXISTING STRUCTURE AS APPLIED FOR PER ZBA APPROVAL #5224 at premises located at 23045 MAIN RD County Tax Map No. 473889 Section 018 Block pursuant to application dated MAY 29, 2002 Building Inspector to expire on OCTOBER 24, ORIENT 0002 Lot No. 022.001 and approved by the 2004. Fee $ 200.00 Rev. 5/8/02 ORIGINAL TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ] ROUGH PLBG. [ ]~LATION [ I/~ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION JIF IRE RESISTANT/~ SI~R~U~CTI0,_~[. ] FIRE RESISTANT PENETRATION REMARKS: ~ ,/~e~:~ DATE ~///~/~ INSPECTOR ~ .~ IFIEI,O INSPECTION REPORT I DATE COMMENTS FOUNDATION (1ST) FOUNDATION (2ND) ROUGH FRAMING & PLUMBING INSULATION PER lq. Y. STATE ENERGY CODE -- FINAL ADDITIONAL COMMENTS FORM N0. I TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, N.Y. 11971 TEL: 765-11102 ined .... ' .2.qQ .2Q0 , __-.w/ r,ed .... .... , [ Disapproved a/~ . ../. .............................. ................. (Bundi Ian tor) APPLICATION FOR BUILDING PERMIT INSTRUCTIONS BOARD OF HEALTH ............... 3 SETS OF PLAHS ......... ' ...... SURVEY ......................... CHECK ......................... SEPTIC FORM .... ................ NOTIFY: CALL .................. MAlL TO: .................... Dare ................ a. 'Ibis application mast be completely filled in by typewriter or in ink and sul~itted to the I~filding Inspector 3 sets of plams, accurate plot plan to scale. Fee according to schedule. b. Plot plan ~x~ing location of lot and of buildings an presides, relationship to adjoining pr~isea or pablic streets or areas, and giving a detailed descriptloo of layout of property nxmt be drm~n on the dingra~ ~hich is part of this application. c. The work covered by this spplicatian my not be ccrmmaced before issuance of Suilding Permit. d. Upoo approval of this application, the lkdlding hm~_ctor will issue a Building Pemit to the applicant. S~h permit shall be kept an the p~emises available for inspection thtx~aont the work. e. No building shall be occupied or used in ~hole or in part for any pm-pose whatever tmtil a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATI(Iq IS ~ MAtE to the Building Department for the issu~ce of a Building Pemit porsuant to the Building Zone Ordinaoce of the To~ of Sonthold, Suffolk Comty, New Yo~k, and other applicable La~s, 0rdin~ces or Pe~gulatio~, for the constructian of buildings, additions or alteretions, or for removal or demolition, as herein described. Ihe applicant agree~_t_o_'_9~ly with all applicable laws, orditmnc~,~ild}ng cod~, housing code, and regulations~ ar~ to admit'-auh~or~zed!'ft~pectors· on premises and in beilding'~[~¥ ~sces~*y i~pactions. ' ~3~ .......................... , ' ........ , Michael ~cGovern, Director, Site Develop~eat ~ ., ,___j . (Ma~llng address o f appl icant) 07495 Stare whether applicant is owaer, lessee, agent, architect, eng~neer,'genera! contractor, electrician, plumber or builder ...... J~e. ~.~ .......................................................................................................... Nar~ of owner of pr~nises Orient Congregational Church, United Church of Christ of Orient (as on th~ tax roll or latest deed) If applicant is a corporation, signat~e of duly authorized officer. and title of corporate officer) Builders License No .......................... Pltnnbers License No .......................... Elec-trician~ !.icev_~e No_ ..................... Other Trade's License No ..................... I. I_ocation of laod on which proposed work will be doee.}~,q~gb..~.~o~.Of..Ma~.Road,. EasL.of. flloungs.l~ad ...... 23045 Main Road Orient New York 11957 Ho~se Number Street ltm~let Comaty Tax Map No. ]000 Section ...~ ........... Block ..... 2. .......... Lot ..2.2...~ .......... Subdivision ...................................... Filed Map No............. ... l~t ............... 2. State existing use and oc~ of premises and intended use and occupancy of proposed -~struction: a. Existing use a~d occupancy ..Cbt~ch .................................................................... h. Intended use and occul~ancy Xastall. t~ubloLc .u~ilt.~y.w~.~eZas~. ~'el~c. om~mtrliaa~io~s, a~e~na~ .inside church steeple. ~ature of ~ork (cbeck ~/dch applicable): Ne~ B~ilding .......... Nidition .......... Alteration .... ....~,. Repair ............ Removal . . . D~mlition ............ Other Work ............................ .......... Install public utility wireless (Bescri pt ion) t ele communica t ions ante~Ynas inside church steeple ~stimeted Cost , .$.~ZO~.QQO...QO. ........ fee (to be paid on filing rids application) If &0elllng, number of d~elling traits ..N./..A. ...... Number of ~*elling units on ead~ floor ................ If garage, nmt~er of cars ..It/.A .......................... Public utility. See If Imsiness, ooranercial or mixed occupancy,, specify nature and extent of ead~ type of use.qu..e.s.t.i. 9.n.y..o.....2..... Dimensions of existing structures, if any: Front ................ Rear ............... Depth .... .. *See Plans submitted herewith. ' ............ Ilelght ......................... l~r of Stories ...................... Dimensions of sam structure with alterations or additions: Front ............... Rear ............... Repth....... ............. Belght .................... limber of Stories ............... Dimensions of entire new constnJctlon: Front ................ R~ar ............... Bepth .............. tt ......................... ltanber of Stories ............... Size of lot: Front .................... Rear .................... Depth .................... Bate of Purchase ..................... Nam of Former O~ner ..................... ; .............. Zone or use district in wbieh premises ere situated . ..I{7.8.0...R.e.s..i.d.e.n..t.i.a. 1...L.q¥. p.e.n..s.i.t.y. ......................... Does proposed eonstrootion violate any zoning la~, ordinance or regulation: ........................ Will lot be regraded .................... Will emzess fill be removed ~ran pronlses: YES 23045 Main Road, Orient Pho~ No lianas of O~er of p~,~dses .qr~.qqg..qqug~qgiLt, J;OIla]. Address ............. Church ~¥~ '~¥~:' ~x{6lYJ' ~{'o'~'-' '~uite 20~ Nme of Ard,itect . .H.exlp~.t...Mp.s.q$O.qq ................ 3&lress ~.d.a..r. KqpJ_.l.s. ,. }1.4. 0J.9.27... H~ne No,97~.r$3.Sv3.8.15 Nave of Coatractor ................................... Address ............................... Hmse No .............. Is this property within 300 feet of e tidal ~etlami? * YES .......... NO ...X. ...... PLOT DIAGRAM' lacate clearly and distinctly ali buildings, ~hether existing or proposed, and iedieate ali set-hack dimensions rrm property lines. Give street and block saber or description according to deed, and show street nares and indicate hetber interior or corner lot. See planS. SS Michael McGovern ....... . .................................................. being duly b-~ore, del~se_s and .says that he is the appl. icm~t %am of indlvld~*a! signing contro-e,:) (Contractor, agent, corporate officer, etc.) f said owner or owners, and is {h~ly authorized to perfom or have performed tim said work mw3 to make and file this pplication; that all star,rents contained in this application are true to the best of his knowledge and l~l. iefl m~] Imt the work will be perfotamd in the mam~er set forth in the application filed tberewlth. w~m to before me this ..... ......of...aP, m'/. :... 002.. Notary ~llc .................. ' .................. ~ACY A. ~ N0mrV P~, ~m d ~ ~ (Sl gna~ure of, Michael[ ,pptlcant) :Govern, Director, Site Development ~/N~ Architects/Planners Febmary27,2009 Town of Southold Building Department Town Hall Annex Building 54375 Route 25 PO Box 1179 Southold, NY 11971 Re: NY33XC678 Sprint PCS Orient Congregational Church 23045 Main Road, Orient, NY 11957 - 5 2009 I~LDG. DEPT. TOWN O~ SOUT~OLD Dear Sir or Madam: Our office performed a post-construction visual inspection of the above referenced Sprint PCS installation. The installation of Sprint PCS equipment, antennas, steeple screening and connections were done in conformance with the plans prepared by this office. Any minor deviations were done in accordance with the Town of Southold Codes and NYS Building Code. We respectfully request that you issue the Certificate of Occupancy. Should you have any questions, please feel free to contact our office. NY RA 02168~ 240 Cedar Knolls Road, Suite 209 Cedar Knolls, New Jersey 07927 047~8/~003 18:38 G317G590G4 ZONINGAPPEALSBOARD : PAGE OG Towll Hall, $3095 M~in Road P,O, BOx 1179 Southold, New York 11971-0959 Fax (631) 765-182,3 Telephoa* (631) 765-1802 BUILDINO DEPARTMENT TOWN OF $OUTHOI.n MEMORANDUM TO: The Southold Town Zoning Board of Appeals FROM: Damon Rallis, Southold Town Buildiug Department DATE: OctobEr 11, 2002 SPECIAL EXCEPTION REQUIRED FOR PERMIT Project: Orient Congregational Church (SurLnt) Location: ;~3045 Main Road. Orient SCTM# 100 - Section 18 - Block 2__ - Lot 22.1 This is to reaffirm that the Southold Town Building Department has deten'nined tlla( the proposed wireleaa commtmication facility, proposed at the above referenced property, requires a special exception by the Southold Town Zomng Board of · Appeals, ba~ed on Article XVI, Section 100-162A. 1, which states, "Wireless communication facilit,!es on buildings shall require a spec/al~Lg~eption approval pursuant to this article. ' ~ 2 84/18/2883 18:38 G317G590G4 APPEALS BOARD MEMBERS Lydia A. Tortora, Chairwoman Gerard E Goehringer George Homing Ruth D. Oliva Vincent Orlando ZONINGAPPEALSBOARD : PAGE 02 Southold Town Hall 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 ZBA Fax (631) 765-9064 Telephone (d31) 765-1809 hnp://southoldt, ~wn.northfo~:k.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MARCH 12, 2003 Appl. NO. 5224 - Serint SPectrum LLP (Orient Congregational Church) Property Location: 23045 Main Road, Orient 1000-18-2-22.1 Zone District: R40 Low Density Residential SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type It category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESGI~ PTION: The property contains 73,000+- sq. ft. with 174.25 ft. along the north side of the Main Road, Orient, and is improved with four buildings:.(a) church building, (b) one and one-half story frame house, and (c) two existing one-story accessory buildings. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on February 20, 2003, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: APPLICANT'S REQUEST/BASIS OF APPLICATION: This is a request for a Special Exception under Section 100-162A. 1 for the proposed installation of a Wireless Telecommunications Facility use, with modular cell indoor equipment (antenna) within the existing church building as shown on the site map prepared by Gary Musciano, PA, PP, dated August 21, 2002. All parking and screening will be determined by the Southold Town Planning Board as provided under the Zoning Code site plan regulations. WIRELESS COMMUNICATION FACILITY DEFINED: Chapter 100 (Zoning) of the Town of Southold defines the applicant's proposed use under Section 100-162 as follows: Any unstaffed facility for the transmission and/or reception of wireless telecommunications services or other radio transmission and/or receiving service or use usually consisting of a wireless communication facility array, connection cables, an equipment facility and a support structure to obtain the necessary elevation. The support structure is either a building, telecommunication or radio antenna or tower or other approved structure. [Added 11-12-1997 by L.L. No. 26-1997; amended ?-2-1999 by LL No. 3-1999] CODE ARTICLE XVI: Section 100-160 of the Zoning Code allows wireless communication facilities, and particularly telecommunication towers, to be reviewed and approved in ke(;ping with the town's existing zoning and historic development patterns, including the size and spacing of structures and open spaces. Furthermore, the standards herein reflect two preferences: that wireless communication facilities are preferred in industrial areas and that wireless 04/18/2003 10~38 6317659064 ZONINGAPPEALSBOARD ~ PAGE 03 Page 2 - March 12, 2003 Apl)l, No. 5224 - Sprint Spectrum LP 18-2-22.1 at Odent communication facilities be located on existing buildings and towers rather than orr newly constructed towers. Any wireless communication facility must take into account the aesthetic aspects of the town, including open vistas, scenic byways and historic districts. In addition, the following provisions apply: § 100-161 . Scope, [Amended 12-8-1998 by L.L. No. 25-1998] The regulaUons of this i~rtJcle shall govern and control the erection, enlargement, expansion, alteration, operation, m;~intenance. relocation and removal of all wireless communication facilities. The regulations of this article relate to the location and design of these facilities and shell be in addition to the provisions of the Southold Building and Zoning Codes and any other federal, state or local laws or Federal Communicotion Commission (FCC) regulations pertaining to such facilities. Nothing herein shall be construed to, apply to, prohibit, regulate or otherwise affect the erection, maintenance or utilization of antennas or support structures by those licensed by the Federal Communications Commission pursuant to Chapter 47 of the Code of Federal Regulations, Part 97, to operate amateur radio stations § 100~162. Location of use. No wireless communication facility shall be used. erected or altered in the Town of Southold when located in an R-80 Residential Zone District, except by (Planning Board) site plan approval, meeting the following requirements. (1) Wireless communication facilities on buildings shall require a special e~ception approval pursuant to this article. Wireless communication facilities on buildings shall be no higher than 10 feet above the average height of buildings (excluding signs, fences and walls) within 300 feet of the proposed facility, The building on which the wireless communication facility is located must be located at least 100 feet from the nearest property line and 300 feet from any landmark property or district listed by federal, state or Iown agencies, (2) Wireless communication facilities on existing telecommunications towers shall require a special exception approval pursuant to this chapter unless otherwise allowed by the terms of a prior special exception approval, (3) Wireless communication facilities on telecommunication towers shall require special exception approval pursuant to this article and shall not project higher than 10 feet above the average height of buildings (excluding signs, fences and walls) within 300 feet of the facility or, if there are no buildings within 300 feet, these facilities shall not project higher than 10 feet above the average tree canopy height in that radius measured from ground level. If there are no buildings within 300 feet of the proposed facility site, all telecommunication towers shall be surrounded by dense tree growth to screen views of the facility in all directions. The base of the tower shall be located at least 100 feel from the nearest property line and 300 feet from a landmark property or district listed by federal, state or town agencies. (4) A wireless communication facility is a permitted use, not requiring site plan approval, if located on property owned, leased or otherwise controlled by state, federal or town government, provided that a license or lease authorizing such facility has been approved by Page 3- March 12, 2003 Appl, No, 5224 - Sprint Spectrum ~" t 8-2-22.1 at Orient 04 that government. The height of such facility may be established by the public agency. (5) A wireless communication facility is a permitted use, not requiring site plan approval, if located on property owned, leased or otherwise controlled by a special district, provided that a license or lease authorizing such facility has been approved by the commissioners of the special district, and provided that it does not exceed the maximum heights specified above. Standards. In addition to the standards in Article XXVI of this Code, the Zoning Board of Appeals finds and determines the following: (1) The applicant is a public utility. (2) Construction of the proposed facility or modification of the existing facility is a public necessity, in that it is required to meet current or expected demands of the telecomm~mications provider and to render adequate service to the public. (3) The applicant has made substantial effort to locate or collocate on existing towers or, failing that, that the applicant has made substantial effort to locate on federal, state or town land and facilities. (4) The facility conforms with applicable FCC regulations. (5) There are compelling reasons, economic or otherwise, which make it more feasible to construct the proposed facilities than alternatives. OTHER CODE CONSIDERATIONS; In addition to considerations under Article XXVI (Special Exceptions) of Chapter 100, the Zoning Board of Appeals has given consideration to the following in issuing a special exception approval for a wireless communication facility; (1) The height of the proposed structure/tower is the minimum necessary to render adequate service, inside the existing steeple of the church building. (2) The antenna for the wireless communication facility is situated within a building and is minimized by its proximity and little or no visibility to residential structures, residential district boundaries and landmarks designated by town, federal or state agencies. (3) The wireless communication facility and its antenna(s) are designed and situated to be compatible with the nature of uses on adjacent and nearby property. (4) The wireless communication facility has been designed to use the surrounding topography to minimize its visual impacts. (5) The wireless communication facility has been designed to use the surrounding tree, building Page 4- March 12, 2003 Appl, No, 5224 - Splint Spectrum LP 18-2-22,1 at Orient ZONINGAPPEALSBOARD : PAGE 05 or foliage coverage to minimize its visual impacts. (6) The wireless communication facility maximizes design characteristics to reduce or eliminate visual impacts or obtrusiveness, RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Goehdnger, seconded by Member Tortora, and duly carried, to GRANT the Special Except;on, as applied for as shown on the site map prepared by Gary Musciano, PA, PP, dated August 21, 2002 This action does not authorize or condone any current or future use, setbac~ or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed Jn this action. Vote of the Board: Ayes: Members Tortora (Chairwoman), Goehringer, and Orlando. (Absent were Member Olive and Member Homing.) This Resolution w.~s.du!~a.d~pted (3-0). Lydia A. ~"~a, Chairwoman - Approved for Filin!1 4/ ,'~/03 LETTER OF AUTHORIZATION FOR ZONING AND TESTING PURPOSES Municipality: Hamlet of Orient Orient Congregational Church, United Church of Christ of Orient, New York. the Owner of 23~ Main Road, Orient, New York 11957 (the "Property"), does hereby appoint SPRINT SPECTRUM L.P. ("Sprint") and its employees, agents and contractors, as Owner's agent for the purpose of filing and completing any application necessary for constructing or installing on the Property, such antennas, support structures and related equipment as Sprint may require for its commercial mobile radio system. Owner further agrees that Sprint and its employees, agents and contractors, shall have such access to the Property as Sprint may require for evaluating environmental, radio coverage, and other conditions at, on or below the Property. Sprint shall be responsible for all costs, fees and expenses incurred in securing any approval, or in connection with ~y testing. Assessors Parcel Number: District 1000, Section 018.00, Block 02.00, Lot 022.001. Property Owner: Orient Congregational Church, United Church Christ of Orient, New York Name: Don Van Cleef ~' Tire: Moderator Authorized Signatory Authorized Agent: SPRINT SPECTRUM L.P. Signed and Sworn to before me this j 0 day of Nolary Public, State of New York No: 52-4661406 Notary Public Qualified in Suffolk County Comrnlsslon Expires Dec.31, ~ID I Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971~0959 Fax(631)765-1823 Telephone(631) 765-1802 BUILDING DEPARTMENT TOWN OFSOUTHOLD June 4, 2002 Lawrence C. Re Munley, Meade, Nielsen & Re 36 North New York Avenue Huntington, NY 11743 Dear Sir, As per our conversation, I am returning your building permit application, as it does not need a "notice of violation" from this office. Instead, you must file this application directly with the Southold Town Zoning Board of Appeals. If you have an questions, you can contact this department at (631) 765-1802 between the hours of 8:00 a.m. and 4:00 p.m. Building Permits Examiner CC: File MUNLEY~ MEADE~ NIELSEN & R~ (631) 425-4100 VIA HAND April 22, 2003 Town of Southold Building Department 53095 Main Road Southold, NY 11971 Re: Application for Building Permit For Sprint Spectrum L.P. Premises: Orient Congregational Church 23045 Main Road, Orient, NY 11957 Tax Map No. 1000 Section 18, Block 2, Lot 22.1 Ladies/Gentlemen: On behalf of our client, Sprint Spectrum L.P., we submit the captioned application for your review as follows: 2. 3. 4. Application For Building Permit; Owner's Letter of Authorization for Zoning and Testing Purposes; Three (3) sets of Construction Drawings; Filing Fee: Check in the sum of $200.00 made payable to the Town of Southold; Building Department correspondence dated June 4, 2002, indicating application requires Special Exception Permit from the Zoning Board of Appeals; and Zoning Board of Appeals Determination of March 12, 2003, granting Special Use Permit. Very truly yours, MUNLEY, MEADE, NIELSEN & RI~ By: Lawrence C. R6 LCR/lh Enclosures - ~.a~. OF SOUTHOLD PROPERTY RECORD--~ARD ~- 3 OWNER STREET ~ ~'~ C)/-J_5 VILLAGE DIST. SUB. LOT W ~PE OF BUILDING RES. S~S. VL FARM COMM. CB. ~SC. Mkt. Volue N~ NORSk BELOW ABOVE/ ~ Tillable l Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATER 3ru~hland FRONTAGE ON ROAD House Plot DEPTH BULKH~D V~. Bldg. =_xtension Extension Extension Porch Porch Breezeway C~3 r~oge Patio Total COLOR TRIVIA Foundation Fire Place Roof Recreation Room Dorzner Driveway Bath Floors Interior Finish Heat Rooms 1 st Floor Rooms 2nd Floor DR. BR. FIN. B. /~-/:-~.:~ /c;. ~I'OWN OF SOUTHOLD: PROPERTY I~EC'ORD CARD OWI~E~, .._.~. STREET ./ VILLAGE DIST.' ~UB. LOT S W ~PE OF BUILDING ~' ~/0 s~s. w. ~.~ co~.~c~. ~,cs. ~k,. ~D IMP. TOTAL ///~ATE, R~RKS / O, illable ~ FRONTAGE ON WATER I~la~ FRONTAGE ON ROAD ~ DEPTH ~ P~ ... BULKH~D Pa~ch Breezeway Patio COLOR Foundation / .:~ .: / Basement Ext. Walls Fire Place /~ o Type Roof Recreation Room Dormer TRIM Both Floors Interior Finish Dinette K. DR. BR. FIN. B Rooms 1st Floor Rooms 2nd Floor Driveway SITE LOCATION MAP ALL CONSTRUCTION SHALL .-¢~-~TM "/ ~OU~O.~IO~Z~A ROOM, REPLACEMENT OF PORTION OF 3 PANELS ON THE EXISTING STEEPLE W/ 5 NEW /u/.1 ~)¢~lOl.~l~t~(~O&R~ FIBERGLASS PANEL SECTIONS & INSTALLATION ~yO~ ~~Dx ~~~N~AN~ ND ~/" ' SOU~I~'fO~IN'IRLIb~"'~ OF 6 PANEL ANTENNAS BEHIND NEW FIBERGLASS . ' ORIENT CONGREGATIONAL CHURCH /~,0 o UNITED CHURCH OF CHRIST, NEW YORK ...... TIM FROST 617-216-9400 ~0D[~,~04-5 MAIN ROAD C{:~IPLY ~WITH CHAPTER "~ ORIENT, NY 11957 UNDERWRiT ........ nCA~E ULAR CE LL OOR QUIPM NT & ANT NNAS SOUTHOI}'DTO'~/H~(~:)E?~"~-5045 MAIN ROAD ORIENT, NY 11957 C6780 23045 ROAD, ORIENT, NY 1 1957 OCCU ,ANC.,yb R,CT:lOOO USE ISIUNLAWFB[°N: [] REVIEW [] ZONING [] CONSTRUCTION 1, PLEASE REVIEW PLANS 3. INITIAL YOUR COMMENTS 2. REDLINE YOUR COMMENTS WI ENGINEER NAME NAME INITIAL DATE INITIAL DATE INITIAL DATE INITIAL DATE RF ENGINEER CONSTRUCTION MANAGER NAME REAL ESTATE MANAGER NAME PROPERTY OWNER'S SIGNATURE BLOCK OWNER NAME INIllAL DATE NOTE: UPON THE SIGNING OFF THE PROPERTY, OWNER GIVES THE UTILITY COMPANY ACCESS TO ANY AND ALL EASEMENT INFORMATION, REQUIRED TO COMPLETE THE INSTALLATION OF ALL SPRINT PCS SITES, GENERAL NOTES: WITHOUTCERT4FICAT~ 1. Do NOT SCALE DRAWINGS. OF OCCUPANC. Nr: o22.OOl NOTI~ ~ DEPAR'IM~M~ AT 7J~-i~ ~AM TO 4PM FOR1NE FOt/.OW~ IN~CTI(~I$: 1. FOUNDATION. TWO REQUIRED FOR POUI~ CONCRETE 2. CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS &: CONDIT{ONS ON THE SITE. CONTRACTOR SHALL NOTIFY SPRINT REPRESENTATIVE IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. FAILURE TO NOTIFY SPRINT REPRESENTATIVE PLACES THE RESPONSIBILITY ON THE CONTRACTOR TO CORRECT THE DISCREPANCIES AT THE CONTRACTOR'S EXPENSE. 5. ALL MATERIALS, WORKMANSHIP & CONSTRUCTI'ON FOR THIS SPRINT PCPs FACILITY SHALL BE IN ACCORDANCE WITH THE CHRRENT PREVAILING STATE, MUNICIPAL AND/OR COUNTY BUILDING CODES, ZONING ORDINANCES, SPECIFICATIONS, STANDARDS & REQUIREMENTS. 4. THIS SPRINT PCS FACILITY IS AN UNMANNED & SECURED EQUIPMENT INSTALLATION, THE FACILITY IS MONITORED FROM A REMOTE CENTRAL LOCATION, IT IS ONLY ACCESSED BY a, TRAINED SPRINT PCS TECHNICIAN(S) EVERY FOUR TO SlX WEEKS. THEREFORE, THE FACILITY DOES NOT REQUIRE ANY WATER & WILL NOT GENERATE ANY SEWAGE, EFFLUENT OR OTHER TRASH WASTE. 5, THE ESTIMATED VEHICLE TRIP GENERATION CREATED BY THE INSTALLATION OF THiS SPRINT PCS FACILITY IS 1 TRIP PER MONTH. THE AVERAGE DAILY TRIP GENERATION RATE (AD'T) IS LESS THAN 0.07 TRIPS PER MONTH. 6. THIS SPRINT PCS FACILITY IS NOT GOVERNED BY REGULATION REQUIRING PUBLIC ACCESS PER ADA REQUIREMEN,T,,S,, 7. THE PROPOSED FAClLtTY INCLUDES ONE SIGN iN ACCORDANCE WITH FCC RULES ON RADIO FREQUENCY EMISSIONS 47 CFR.ZhlS07 (B'}. 8. THE PROPOSED USE DOES NOT REQUIRE FULL--TIM£ OR PART-TIME EMPLOYEES AT THE SITE. 9. ALL MATERIALS SHALL BE FURNISHED AN,B.~¢RK~,-SHALL BE PERFORMED IN ACCORDANCE WITH THE/ APPLICAEltLE SECqONS OF THE ATTACHED SPECIFICATION NO. G-001, "TECHNICAIL SPEC' RCATIONS FOR CONSTRUCTION" AND NO. G-O02, "TECHNICAL SPECIFICAhONS FOR CONSTRUCTION OF ELECTRICAL AND GROUNDING ,SYSTEM". IN CASE OF CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATIONS AND THE DRAWINGS, THE DRAWINGS SHALL GOVERN. IN TIDE CASE OF CONFLICT BETWEEN SSLP STANDARD PRACTICES AND EITHEiR THE CONSTRUCTION AND SPECIFICATIONS OR THE DRAWINGS THE SSL[P STANDARD PRACTICES SHALL GOVERN. 10. FOR ADDITIONAL NOTES AND DETAILS SEE ACCOMPANYING DRAWINGS. CIVIL/STRUCTURAL NOTES: 1. EXISTING DIMENSIONS SHOWN ARE FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING ICONDITIONS, DIMENSIONS, AND ELEVATIONS PRIOR TO START~NIG ANY WORK. 2. ALL STEEL WORK SHALL BE GALVANIZED AND IN ACCORDANCE WITH THE SPECIFICATIONS. 5, STRUCTURAL TUBING MEMBERS SHALL CONFOR~M TO ASTM ASO0, GRADE A. 4. ALL WELDING SHALL BE DONE USING E7OXX EILECTRODES AND WELDING SHALL CONFORM TO AISC AND AWS DLI,, WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM S~IZE PER TABLE d2.4- IN THE AISC "MANUAL OF STEEL CONSTRUCTION"', 9TH. EDITION. REPAIR GALVANIZING AFTER ALL WELDING IS COMPLETE. ALL WELDING SHALL BE DONE OUTSIDE, NO WELDING IS ALLOWIED iNSIDE THE CHURCH. 5. BOLTED CONNECTIONS SHALL USE BEARING T'ffPE GALVANIZED ASTM A325 BOLTS (3/4" DIA.) AND SHALL HAVE A MIINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. ZONE: R-80 LATITUDE: 41 "08'35" LONGITUDE: 72"18'04" 5. AREA OF CONSTRUCTION: 6. NO HUMAN OCCUPANCY 7. NO CHANGE IN BLDG. USE, EGRESS OR 8. HVAC EQUIPMENT: CONDENSER OUTSIDE HVAC UNIT INSIDE ROOM 9. 4. FINAL. CONSTRUCTIO~ Muir ~E COMPLETE, FOR C.O. ALL COt~I'RUCT,~3N SHALL UEET 1NE REGUIREUENT$ OF THE CODE5 OF N~W YORK STATE. NOT RESPONSIBI. E FOR OCCUPANCY BLDG ON PAD, APPLICANT PROPOSES A 2-WAY MOBILE COMMUNICATIONS FACILITY, AND IT IS NOT INTENDED FOR PERMANENT EMPLOYEE OCCUPANCY. THEREFORE, POTABLE WATER, SANITARY SEWERS, AND ADDITIONAL SITE PARKING IS NOT REQUIRED. 10. THIS FACILITY SHALL BE VISITED ON THE AVERAGE OF ONCE A MONTH FOR MAINTENANCE AND SHALL BE MONITORED FROM A REMOTE FACILITY. 11. CONNECTION FOR ELECTRICAL AND TELEPHONE UTILITIES ARE TO BE DETERMINED BY THE APPROPRIATE UTILITY COMPANY. PROdECT, CONTACTS SPRINT: IMPLEMENTATION ENGINEER: DAN SHARMA 201-684-4008 LEASING AGENT: DIANE ENRIGHT 975-785-1555 ATTORNEY: MUNLEY, MEADE, NIELSEN & RE' LAWRENCE C, RE' 631-425-4-100 SITE CONTACT: TIM FROST 617-216-9400 BUILDING DEPARTMENT: SOUTHOLD TELEPHONE COMPANY: VERIZON ELECTRICAL COMPANY: LIPA DRAWING LIST KSUS6780A01 KSUS6780A02 KSUS6780A05 KSUS6780A04 KSUS6780A05 KSUS6780A06 KSUS6780A07 KSUS6780A08 KSUS6780A8.1 KSUS6780E01 KSUS6780E02 KSUS6780EO5 KSUS6780EO~ COVER SHEET GENERAL SPECIFICATIONS SITE NOTES & DETAILS SITE PLAN & NOTES ANTENNA PLAN &: ELEVATIONS EQUIPMENT ,PLAN & DETAILS DETAILS CABLE LADDER DETAILS CABLE ROUTING DETAILS ANTENNA & ELECTRICAL DIAGRAMS GROUNDING PLAN & NOTES GROUNDING DETAILS GROUNDING NOTES llerbst. Musclano ,. .,, ,00, CONG. CHURCH Sprint PCS EDWARD H. HERBST, RA, PP ~^z[: G. RA, PP ~ATE: 23045 MAIN ROAD Architects/Planners 24-0 CEDAR KNOLLS ROAD SUITE 209 CEDAR KNOLLS, NJ 07927 TELEPHONE 973-538-3815 FAX 973-558-4095 NJ RA 0-5177 NJ TEXAS RA 15417 ORIENT,NY 11957 NJ PP 3387 NJ FL RA 14044- PA "A 01118¢-B NY RI RA 2030 SECTION 018 BLOCK CT RA 7,' OHIO RA 10925 VA RA 8254 DC RA 6052 LOT 022.001 MA RA 10151 MD RA 11059 02 INDOOR EQUIPMENT AND ANTENNAS SITE NO. NY55XC6780 8 03.18.03 FOR PERMITS 7 08.16.02 FOR CHURCH APPROVAL 5 08.02.02 FOR REVIEW 5 07.24.02 FOR CHURCH APPROVAL NO.: DATE: REVISIONS CROSSROADS CORPORATE CENTER 1 800 INTERNAT!,,ONAL BLVD. SUITE MABWAH, NJ 07495 REVISION COVER SHEET SCALE: PROJEC'T ~ANAOER: DRAWN BY: JOB No. DRAWING NUMBER DATE: AS NOTED JW'S MJL S678 S6780A0103.27.02 WARRANTIES AND BONDS INSTRUCTIONS TO CONTRACTORS GENER~ DRAWINGS ARE TO BE CONSIDERED DIAGRAMMATIC AND 7. CONDUCTORS SHALL BE COPPER, - DO NOT NECESSARILY INDICATE THE ACTUAL LOCATION THE CONTRACTOR SHALL GUARANTEE ALL LABOR STRANDED 600 VOLT RATED INSULATION CONTRACTOR SHALL VISIT THE SITE OF THE SUMMARY OF WORK OR ROUTINE OF EQUIPMENT, PIPING, CONDUIT OR AND MATERIALS USED iN THIS PROJECT FOR A AT 90' F, USE TYPE THWN FOR UNDER- PROPOSED WORK AND FULLY ACQUAINT HIMSELF DUCTWORK. DRAWINGS SHALL BE FOLLOWED AS CLOSELY PERIOD OF ONE O) YEAR COMMENCING FROM THE GROUND APPLICATIONS, DEVICE WITH THe CONDITIONS AS THEY EXIST IN ORDER WORK INCLUDES THE MODIFICATION AND RESTORATION AS CONDITIONS ALLOW TO COMPLETE THE INTENT OF DATE OF THE ISSUANCE OF THE CONTRAOTOR"S LETTED APPLICATION AND SIZED #4 AWG AND THAT THE RESTRICTIONS ATTENDING THE WORK Of EXISTING CONDITIONS iNDICATED iN ORDER TO THe CONTRACT. THE CONTRACTOR SHALL SUBMIT SHOP OF SUBSTANTIAL COMPLETION, SUBSTANTIAL COMPLETION LARGER. USE TYPE THHN FOR S~ZE #12 ARE UNDERSTOOD. ALL AREAS AND DIMENSIONS CONSTRUCT THE WORK INDICATED. THE INSTALLATION DRAWINGS OF ALL MAJOR MANUFACTURED ITEMS SHALL BE DEFINED AS THE BATE WITHIN WHICH SPRINT AWG THRU #6 AWG AND LARDER. ARE INDICATED ON THE DRAWlNOS AS ACCURATELY OF A NEW EQUIPMENT ROOM WITHIN AN EXISTING REQUIRED ON THIS PROJECT. IS ABLE TO ACHIEVE BENEFICIAL OCCUPANCY EXCLUDING MINIMUM SiZE FOR POWER WIRING SHALL AS POSSIBLE, BUT ALL CONDITIONS SHALL BE BUILDING, NEW EQUIPMENT CABINETS WITHIN THE NEW THE PUNCH LIST ITEMS.ANY DEFICIENCIES THAT BE #12 AWG. VERIFIED BY EACH CONTRACTOR AND/OR ROOM, THE INSTALLATION OF 6 NEW ANTENNAS BECOME EVIDENT DURING THIS ONE (1) YEAR PERIOD SUBCONTRACTOR AT THe SITE. THE FAILURE Of THE WITHIN AN EXISTING STEEPLE AND ALL ELECTRICAL, A MINIMUM OF 6 COPIES SHALL BE SUBMITTED. THE B, PROVIDE GALVANIZED COATED STEEL CONTRACTOR TO EXAMINE or RECEIVE ANY FORM, COAX CABLES, GROUNDING, SUPPORT STRUCTURES ENGINEERING REVIEW OF SHOP OR SETTING DRAWINGS SHALL BE CORRECTED AT THE CONTRACTOR'S BOXES AND ACCESSORIES OF REQUIRED INSTRUMENT OR DOCUMENT, OR VISIT THe SITE AND ALL CONDUIT ROUTING REQUIRED TO SUPPORT SHALL ONLY BE CONSTRUED TO APPLY TO GENERAL EXPENSE. SIZES TO ACCOMMODATE ALL DEVICES SHALL NOT RELIEVE THE CONTRACTOR FROM ANY TEE NEW EQUIPMENT INDICATED ON THe DRAWINGS. LAYOUT AND CONFORMANCE TO THE DESIGN CONCEPT AND WIRING. OBLIGATION WITH RESPECT TO HIS QUOTED PRICE. COAX AND ANTENNAS FURNISHED BY SPRINT AND GENERALOF THE PROJECTREQUiREMENTsAND FORoFCOMPLIANCETHE CONTRAcTWITHDOCUMENTs.THE WORK SCHEDULE INSTALLED BY ANTENNA CONTRACTOR. THE RESPONSIBILITY FOR ANY DEVIATIONS FROM THE ALL WORK SCHEDULES ARE TO BE COORDINATED INSTALLATION STANDARDS THE SUBMISSION OF A QUOTATION SHALL REQUIREMENTS OF The CONTRACT DOCUMENTS SHALL WITH THE BUILDING MANAGER. ACKNOWLEDGE THAT The CONTRACTOR AND HIS ALL WORK PERFORMED AND MATERIALS iNSTALLED SHALL SUBCONTRACTORS HAVE FULLY EXAMINED THe BE IN STRICT ACCORDANCE WITH ALL APPMOABLE CODES, REMAIN THE CONTRACTOR'S UNLESS HE HAS IN WRITING, 1. ALL FEEDER CABLES SHALL BE TAGGED AT SITE AND KNOW THE EXISTING CONDITIONS AND REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE SPECIFICALLY CALLED TO THe ARCHITECT'S A~NTION METALS TERMINAL POINTS AND IN ALL BOXES, SAFETY HAVE MADE PROVISIONS FOR OPERATING UNDER ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, TO SUCH DEVIATIONS AT THE TIME OF SUBMISSION AND SWITCHES SHALL HAVE NAMEPLATE DESCRIBING FUNCTION, PURPOSE OR THe CONDITIONS AS THEY EXIST AT THe SITE AND RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC HAS RECEIVED THe ARCHITECT'S SPECIFIC WRITTEN MATERIALS (STRUCTURAL) - STRUCTdRAL STEEL SHAPES, EQUIPMENT CONTROLLED. AUTHORITY BEARING ON THe PERFORMANCE OF THe WORK. APPROVAL OF SUCH DEVIATIONS. PLATES AND RODS SHALL CONFORM TO THe REQUIREMENTS HAS INCLUDED ALL NECESSARY ITEMS. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE OF ASTM A-3B, INSTALLED tN ACCORDANCE WITH ALL APPLICABLE ALL MATERIALS, PRODUCTS AND EQUIPMENT USED ON 2. CONTRACTOR SHALL CODE EACH PHASE AND CARRY COLOR CODE TO EACH PANELBOARD, SUPPLEMENTARY CONDITIONS MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND THIS PROJECT MUST RE ACCEPTABLE UNDER THe NEW BOLTS - ALL BOLTS, NUTS AND WASHERS SHALL CONFORM JUNCTION BOX, AND EQUIPMENT CABINET. LOCAL AND STATE JURISDICTIONAL CODES, ORDINANCES YORK CONSTRUCTION CODE, ACCEPTED AND APPROVED. TO THE REQUIREMENTS OF ASTM A525 AND/OR A325F. TESTS SHALL BE MADE BY THE CONTRACTOR, WHERE ADJUSTMENTS OR CHANGES IN THe WORK AND APPMCABLE REGULATIONS. (INCREASES OR DECREASES) ARE AOREED TO BY THe GALVANIZED OR STAINLESS STEEL. AT ]HE DIRECTION OF THE ENGINEER WHEN CELL CO. AND THE CONTRACTOR, THE COST FOR THAT THe GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE THE CONTRACTOR iS TO PROVIDE TEMPORARY PARTITIONS EQUIPMENT OPERATION IS FAULTY. EQUIPMENT WORK SHALL INCLUDE: THE ACTUAL COST (TO THE WORK, USING BEST SKILLS ANO ATTENTION. THe CONTRACTOR TO STOP THe MIGRATION OF DUST CREATED BY THE ALL STEEL PIPE AND STRUCTURAL STEEL SHALL BE HOT CONTAINING 240 VOLTS SHALL BE SUITABLY CONTRACTOR) OF ANY INSTALLED ITEMS, RENTAL SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION CONSTRUCTION OF THIS CONTRACT. PROTECT ALL HVAC DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE LABELED SHOWING THAT "H~GH VOLTAGE VALUE OF EQUIPMENT (IF ANY), WAGES OF LABOR, MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES DUCTS AS REQUIRED. ALL BUSTS PARTITIONS ARE NOT WITH ASTM A123. ANY GALVANIZING DAMAGED BY HAZARD" EXISTS. CORRECT PHASING OF AND WORKMEN'S COMPENSATION. OVERHEAD AND AND FOR COORDINATING ALL PORTIONS OF THe WORK UNDER TO INTERFERE WITH BULLRING EGRESS. DISMANTLE ALL HANDLING OR OTHER CAUSES SHALL BE REPAIRED USING CIRCUITS SHALL BE DONE BEFORE APPLYING PROFIT FOR ADDITIONAL WORK PERFORMED BY A THE CONTRACT INCLUDING CONTACT AND COORDINATION WITH DUST PARTITIONS AT JOB COMPLETION. ZRC COLD GALVANIZING COMPOUND IN ACCORDANCE WITH POWER BACK TO THE EXISTING CIRCUITS. SUBCONTRACTOR OR DIRECTLY BY THE GENERAL LANDLORD'S AUTHORIZED REPRESENTATIVE. THE MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR IS LIMITED TO 10 PERCENT FOR 43. CONTRACTOR SHALL BOND ALL EQUIPMENT ALL WELDING IS TO BE PERFORMED USING E70 TOGETHER. OVERHEAD AND 10 PERCENT FOR PROFIT ALLOWED WORK BY OTHERS RUBBISH REMOVAL TO THE GENERAL CONTRACTOR. THe CONTRACTOR ELECTRODES. WELDING DETAILS AND PROCEDURES SHALL SHALL ITEMIZE EACH CHANGE IN THE WORK AND THE OWNER SHALL HAVE WORK PERFORMED UNDER CONFORM TO THE REQUIREMENTS OF THE CURRENT 4. WHERE NOT SPECIFICALLY CALLED OUT IN PROVIDE BILLS OF SALE WHERE APPLICABLE. NO SEPARATE CONTRACTS, CONCURRENTLY, WITH THE CONTRACTOR' SHALL BE RESPONSIBLE FOR DAILY SPECIFICATIONS OF THe AMERICAN iNSTI~UTE OF STEEL THIS SPECIFICATION. THE MINIMUM STANDARD ADDITIONAL WORK SHALL BE PERFORMED WITHOUT WORK OF THIS CONTRACT. CONTRACTOR SHALL REMOVAL FROM THe PROJECT: ALL TRASH. CONSTRUCTION. OF THe NATIONAL ELECTRICAL CODE SHALL APPLY, PRIOr AUTHORIZATION FROM OWNER. PERMIT ACCESS TO THE PROJECT TO THESE RUBBISH, SURPLUS MATERIALS RESULTING FRBM CONTRACTORS TO PERFORM THeir WORK, CONSTRUCTION. NO BURNING SHALL BE PERMITTED 5. PROVIDE ALL TEMPORARY UTILITIES AND PAY ON SITE. KEEP GENERAL AREA CLEAN, HAZARD ELECTRICAL SYSTEMS ALL ASSOCIATED FEES AND OPERATING COSTS, FREE, AND DISPOSE OF ALL DIRT, DEBRIS, AND GENERAL CONSTRUCTION NOTES OWNER OCCUPANCY RUBBISH, LEAVE PREMISES IN CLEAN CONDITION A. ALL MATERIALS SHALL BE NEW CONFORMING 6. DRAWINGS ARE TO BE CONSIDERED PROPERTY OWNER AND ITS EMPLOYEES, SUPPLIERS, AND FREE TRASH, RUBBISH, ETC. WITH THE NEC. ANSi, NEMA, NFBU AND THEY DIAGRAMMATIC AND DO INOT NECESSARILY 1. THe CONTRACTOR SHALL MAINTAIN COMPLETE DUST CONTROL CLIENTS AND VISITORS SHALL CONTINUE TO OCCUPY SHALL ALL BE UL LISTED AND LABELED. INDICATE THe ACTUAL LOCATION OR DURING THE DEMOLITION AND CONSTRUCTION PROCESS, AND USE THE SITE. THE CONTRACTOR SHALL ROUTING OF EQUIPMENT, PIPING OR PROVIDE FIRE-RETARDANT PLASTIC DUST PARTITIONS TO SCHEDULE AND COORDINATE THE WORK ACCORDINGLY SAFETY REQUIREMENTS B. THE CONTRACTORS SHALL FURNISH ALL LABOR DUCTWORK. DRAWINGS SIHALL BE FOLLOWED SEPARATE CONSTRUCTION AREAS FROM EQUIPMENT AND MATERIALS, EQUIPMENT, TRANSPORTATION, AS CLOSELY AS CONDITIIONS ALLOW TO EMPLOYEE WORK AREAS, PROTECT ALL EQUIPMENT TO TEE CUTTING AND PATCHING ATTENTION IS D~RECTED TO FEDERAL, STATE AND SERVICES AND APPUANCES NECESSARY FOR RECEIVING COMPLETE THE INTENT OF THE CONTRACT. SATISFACTION OF THe SITE MANAGEMENT, LOCAL LAWS, RULES AND REGULATIONS INSTALLING, TESTING AND ADdUSTING ELECTRICAL 2. THE FACILITY WILL REMAIN IN FULL OPERATION THROUGHOUT THE CONTRACTOR SHALL PERFORM ALL CUTTING CONCERNING CONSTRUCTION SAFETY AND HEALTH WIRING FOR A COMPLETE AND FUNCTIONALLY OPERABLE 7. IN GENERAL, THe IINDUSTRY STANDARDS AND PATCHING AS REQUIRED TO PROVIDE ACCESS STANDARDS, THe COMPANY AWARDED A CONTRACT INSTALLATION AS SHOWN ON THE DRAWINGS AND AS PREVAIL AND IN PARTIClULAR, ALL WORK THe CONSTRUCTION PERIOD. THe CONTRACTOR SHALL FOR INSTALLATION OF VARIOUS PARTS OF THE SHALL INSURE THAT ALL WORKERS WORK IN SPECIFIED HERE IN, The FOLLOWING iTEMS OF WORK PERFORMED BY THe CONTRACTOR SHALL BE PROVIDE SAFE ACCESS TO ALL EQUIPMENT AND WORK WORK. ALL CUT~NG SHALL BE PERFORMED SO AS TO IN ACCORDANCE WITH THE FOLLOWING CODES SURROUNDINGS OR UNDER CONDITIONS WHICH ARE ARE TO BE INCLUDED, AREAS. TO AID IN MAINTAININO SITE SECURITY. THe MINIMIZE DAMAGE TO ADJACENT SURFACES. SANITARY, AND ARE NOT HAZARDOUS TO HIS/HER AND REGULATIONS: CONTRACTOR SHALL COORDINATE THE ACTIVITIES OF PATCHING OF EXISTING MATERIALS SHALL BE 1. ELECTRICAL SERVICE WORKERS WITH THe SITE MANAGEMENT. THE CONTRACTOR PERFORMED IN A NEAT AND WORKMANLIKE MANNER. HEALTH OR SAFETY. PRECAUTIONS SHALL BE 2. GROUNDING SYSTEM 1. LOCAL CODES AND ORDINANCES SHALL PROVIDE NOTICE TO THE SITE MANAGEMENT OF EXERCISED AT ALL TIMES FOR THE PROTECTION OF 5. TELEPHONE SYSTEM. INCLUDING, BUT NOT LIMITED TO, THE THE PERSBNS AND PROPERTY, It IS ¢. OPERATIONAL TESTING. REQUIREMENTS OF THE LOCAL PROPOSED ACTIVITIES ANt) DURATIONS. EXISTING CONDITIONS MANDATORY THAT THE SAFETY PROVISIONS OF 3. SHUTDOWNS, TIE-INS OR ANY OTHER WORK AFFECTING THe APPLICABLE LOCAL LAWS, OSHA REGULATIONS, AND GOVERNING BODIES. OPERATION OF EXISTING EQUIPMENT OR ANY CRITICAL ALL CONDITIONS AND DIMENSIONS SHALL BE BUILDING AND CONSTRUCTION CODES BE OBSERVED SERVICES SUCH AS ELECTRICAL SYSTEMS, HVAC OPERATION. VERIFIED BY THE CONTRADTOR PRIOR TO THE START FOR ALL CONTRACTORS AND ANTENNA RIGGERS. MATERIALS 2. THE NATIONAL ELECTRICAL CODE (NEC). DETECTION SYSTEMS, ETC. SHALL BE PERFORMED WITHIN OF CONSTRUCTION, IT iS THE CONTRACTOR'S THe HOURS AGREED UPON BY The BUILDING MANAGEMENT. RESPONSIBILITY TO REPORT, IN WRITING, SANITARY FACILITIES WIRING. CONDUIT AND BOXES 5. NEW YORK C,ONSTRUCTION CODE WORK ON THESE SYSTEMS CAN ONLY SIGNIFICANT VARIATIONS OR DISCREPANCIES OF THE TAKE PLACE AFTER SCHEDULING WITH AND RECEIVING CONDITIONS NOTED OR IMPLIED, TO THE ARCHITECT, THe CONTRACTOR SHALL PROVIDE SANITARY 1. CONDUIT SHALL BE HOT DIPPED 4. The NATIONAL ELECTRICAL SAFETY DORE APPROVAL FROM THe SITE MANAGEMENT. DURATION OF ALL IMMEDIATELY UPON DISCOVERY OF SUCH CONDITIONS. FACILITIES FOR THE WORKERS AS REQUIRED BY GALVANIZED RIGID STEEL. (NEBO) OF THe AMERICAN NATIONAL WORK ON CRITICAL SERVICES SHALL BE KEPT TO THE REGULATORY REQUIREMENTS OSHA AND AS PER REQUIREMENTS OF THE LOCAL STANDARDS INSTITUTE. MINIMUM NECESSARY TO PERFORM THe WORK REQUIRED. HEALTH DEPARTMENT. 2. ALL CONDUITS, BOXES, FITTINOS SHALL THe CONTRACT DOCUMENTS WERE PREPARED IN BE MADE UP TIGHT AND RIGIDLY SECURED 5. UNDERWRITERS LABORATORY STANDARDS 4. FUMES FROM MATERIALS SUCH AS PAINT, STAIN, ADHESIVE, ACCORDANCE WITH THe APPUCABLE LOCAL EX~STING UTILITIES TO THE STRUCTURE. (UL) OF THe NATI~ONAL BOARD OF FIRE POWER TOOLS, ETC. MUST BE CONTAINED WITHIN THe AREA CONSTRUCTION CODE. THE CONTRACTOR SHALL UNDERWRITERS. OF WORK AND VENTED DIREC~-Y TO THE EXTERIOR. CONFORM TO THIS AND OTHER APPLICABLE LOCAL, THe CONTRACTOR SHALL VERIFY THe LOCATION OF 3. BOND WIRES WHERE REQUIRED SHALL BE PROVIDE A TEMPORARY EXHAUST TO VENT ALL FUMES COUNTY, STATE AND FEDERAL CODES. LAWS AND EXISTINO UTILITIES WHETHER UNDERGROUND OR CONTINUOUS. 6. THE LOCAL ELECTRICAL UTILITY. ARISING FROM CONSTRUCTION OPERATIONS. REQUIREMENTS. OVERHEAD AND SHALL MAINTAIN IN PROPER THE NATIONAL Fire PROTECTION 5. GENERAL CONTRACTOR TO ENGAOE THe SERVICES OF A OPERATING CONDITION THESE UTILITIES, IF 4. Wire SIZE OF ALL FEEDERS AND BRANCH ~SOCIATION (NFPA). PROFESSIONAL CLEANING SERVICE TO THOROUBHLY CLEAN PERMIT FEES TEMPORARY UTILITY SERVICES ARE REOUIRED, THE CIRCUITS HAVE BEEN CHOSEN TO ALL NEW AND EXISTING AREAS AFFECTED BY CONTRACTOR SHALL SEE TO IT THat THEY ARE PREVENT EXCESSIVE VOLTAGE DROP. THE CONSTRUCTION OPERATIONS. ALL NEW AND EXISTING THE OWNER (SPRINT) SHALL BE RESPONSIBLE FOR PROVIDED, AT NO ADDITIONAL COST TO The OWNER, CONTRACTOR SHALL BE RESPONSIBLE FOR B. THe CONTRACTOR SHALL OBTAIN ALL EQUIPMENT/FINISHES TO BE FREE OF DEBRIS. DUST AND FILING AND PAYING FOR THE BUILDING PERMITS. AND IT SHALL BE HIS RESPONSIBILITY TO MAINTAIN CHANGING TERMINATION LUOS IF REQUIRED PERMITS PERTAINING TO HIS WORK DIRT. THE CONTRACTOR IS RESPONSIBLE FOR ANY SUCH TEMPORARY FACILITIES FOR THE DURATION NECESSARY ON PROPOSED OR EXISTING AND ARRANGE FOR INS~PECTIONS AND LISTS. HE 6. GENERAL CONTRACTOR TO MAINTAIN A CLEAR PATH OF OTHER PERMITS, LICENSES, OR FEES REQUIRED. OF THe PROJECT OR AS NECESSARY. EQUIPMENT TO ACCEPT THE PROPOSED SHALL PAY FOR ALL PERMITS, INSPECTIONS WIRE(S). AND CHARGES IMPOSED BY ME UTILITY TRAVEL TO ALL EXITS WITHIN THe BUILDING AND PROVIDE COMPANY FOR SERVICE CONNECTIONS. FOR SAFE TRAVEL FROM THE STREET TO The EXISTING DEFINITIONS AND STANDARDS TEMPORARY UTILITIES 5. ALL WIRES SHALL BE COLOR CODED AND WARNING SIGNS SHALL BE INSTALLED TO ENTRY. THE TERM "'PROVIDE'" MEANS FURNISH AND INSTALL, PROVIDE ALL REQUIRED TEMPORARY UTILITIES AND INDICATE WHAT VOLTAGE IS PRESENT AT CABLE TRAY SYSTEMS 7. SECURITY AT THE SITE MUST BE MAINTAINED BOTH DURING COMPLETE AND READY FOR INTENDED USE, AS PAY ASSOCIATED FEES AND OPERATING COSTS. SWITCHES, SPLICE BOXES, EQUIPMENT AND AFTEr WORK HOURS. ACCESS TO THE SITE IS RESTRICTED APPLICABLE IN EACH INSTANCE. THe TERM CABINETS, ETC. 1. ALL EXTERIOR USE; CABLE TRAYS SHALL BE GALVANIZED AND MUST REMAIN AS SUCH. THE GENERAL CONTRACTOR "ARCHITECT" SHALL MEAN HERBST/MUSCIANO. THe STEEL (14 GAUGE SIDE RAILS) CONFORMING TO SHALL REVIEW WITH The SITE MANAGEMENT The PROCEDURES TERM "OWNER" SHALL MEAN SPRINT UNLESS PROJECT CLOSE-OUT 6. PROVIDE METALLIC CONDUIT, TUBING ASTM A4-46. FOR ENTERING AND EXITING THE SITE. THESE PROCEDURES MODIFIED BY AN ADJECTIVE. IE "PROPERTY OWNER", AND FITTINGS OF TYPES REQUIRED, ZINC MUST BE ADHERED TO. REMOVE ALL DEBRIS FROM SITE, RESTORE COATED STEEL EMT PERMITTED, IN DRY 2. THE SIZES AND T*FFPES OF CABLE TRAYS ARE AS SHOP DRAWINGS, PROJECT DATA AND SAMPLES DISTURBED AREAS TO A CONDITION AS EXISTED PROTECTED LOCATIONS. PROVIDE RIGID SHOWN ON THE CONTRWICT DOCUMENTS. 8. WHEN WORN IS SCHEDULED TO BE PERFORMED ON THE ROOF, PRIOR TO CONSTRUCTION. PROVIDE OWNER WITH METALLIC CONDUit WHERE INSTALLED THe CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE ROOF AFTER THE CONTRACTOR HAS REVIEWED AND APPROVED GENERAL OPERATING/MAINTENANCE INSTRUCTIONS IN OR UNDER CONCRETE SLABS, IN 3. FURNISH AND INS~TALL ALL REQUIRED HORIZONTAL FROM DAMAGE DURING CONSTRUCTION. CONSTRUCT SHOP DRAWINGS, HE/SHE SHALL SUBMIT SHOP FOR ALL INSTALLED EQUIPMENT. THE CONTRACTOR CONTACT With THE EARTH, UNDER OR VERTICAL BENDS, TEES, REDUCERS, SPECE SHALL PREPARE A COMPLETE SET OF RECORD PUBLIC ROADWAYS, IN MASONRY WALL PLATES, END PLATES, CLIPS AND BOLTS AS SHOWN A CONSTRUCTION PATH WITH PLYWOOD PANELS AND CARRY DRAWINGS, SAMPLES AND PRODUCT DATA TO SPRINT. DRAWINGS PRIOR TO FINAL PAYMENT. FINAL OR EXPOSED ON BUILDING EXTERIOR. ON THE CONTRACT DOCUMENTS OR AS REQUIRED PAYMENT SHALL NOT BE MADE UNTIL THe RECORD PROVIDE 5" CONCRETE ENCASEMENT ON FOR A COMPLETE INSTAkLLA~ION. ALL MATERIALS IN A CARTS THat HAVE PNEUMATIC TIRES. QUALITY CONTROL DRAWINGS ARE DEEMED COMPLETE BY THE ALL METALLIC CONDUIT UNDERGROUND. ANY DAMAGE TO THE ROOF IS THe CONTRACTORS RESPONSIBILITY. ARCHITECT. The DRAWINGS SHALL BE DRAFTED BY A RIGID METALLIC CONDUit SHALL HAVE 4. INTERIOR CABLE L)ADBER TO BE MANUF. BY NEWTON ALL WORK SHALL BE PERFORMED IN A NEAT PROFESSIONAL DRAFTSPERSON, AUTOCAD 14 FORMAT. ZINC EXTERIOR AND ZINC ENAMEL INSTRUMENTS. EXTERIORt MANUF. BY MiCROFLECT WORKMANLIKE MANNER, LEFT CLEAN AND FREE FROM INTERIOR. DEFECTS, AND COMPLETELY OPERABLE. THe CONTRACTOR DRAWINGS SHALL INCLUDE EXACT ROUTING OF ALL 5. THE CONTRACT DO)CUBENTS ARE CONSIDERED DIAGRAMMATIC FOR LOCATION AND SIZE OF CABLE SHALL PROVIDE ALL EQUIPMENT AS SCHEDULED ON THE WIRING, PIPING, DUCTWORK, ETC. THE CONTRACTOR TRAY INSTALLATION. SUIBME SHOP DRAWINGS DRAWINGS. ALL MATERIALS SHALL BE NEW AND ALL SHALL REMOVE THE NAME OF THE ARCHITECT INDICATING PROPOSED CABLE TRAY COMPONENTS WORK AND MATERIALS SHALL BE GUARANTEED BY THE FROM RECORD DRAWINGS. AND INSTALLATION METIHODS FOR APPROVAL CONTRACTOR FOR A PERIOD OF ONE (1) YEAR PROM THE PRIOR TO FABRICATION. DATE OF ACCEPTANCE BY THE OWNER. WHETHER OR CONTRACTOR TO PROFESSIONALLY CLEAN ALL NOT SHOWN ON DRAWINOS, THe CONTRACTOR(S) IS TO AREAS OF NEW WORK AT COMPLETION OF THIS FURNISH COMPLETE, FUNCTIONAL ASSEMBLIES. CONTRACT. ALL WORX SHALL BE CAREFULLY COORDINATED WITH ALL TRADES INVOLVED AND THe CONTRACTOR SHALL PROVIDE PROPER CONNECTIONS, FITTINGS, VALVES, PIPING, ETC. FOR ALL EQUIPMENT. I I"bSt · I MSe.,Ia IO ORIENT CONG. CHURCH SprinPCS 7 03. 8.03FORPERMITS 1 INTERNATIONAL BLVD. SUITE 800 PP o^mE: 25045 MAIN ROAD 6 08.16.02FOR CHURCH APPROVAL MAHWAH, NJ 07495 Architects/PlannersNj OWA RAo-,,,,H' HERBST, PA, PP DATE: NJ R* 24-0 CEDAR KNOLLS ROAD NJPP 5587 RA 14044-RA 15417 ORIENT, NY 11957 INDOOR EQUIPMENT AND ANTENNAS 5 07.2z1.02 FOR CHURCH APPROVAL 2o9 PA RAO,,B4-D MY RA 0216 R' RA 20;0 SECTION 018 BLOCK 02 GENERAL SPECIFICATIONS CT RA 7547 OHIO RA 10 25 SITE NO. NY55XC678B NO.: DATE: REVISIONS CEDAR KNOLLS, NJ 07927 VA RA 8254 DC RA 6052 LOT 022.001 SCALE: PROJECT MANAOER: DRAWN BY: JOB No. DRAWING NUMBER DATE: REVISION TELEPHONE 973-5,38-5815 MA RA 101 1 MD RA AS NOTED JWS MJL S67G S6780A02 03.27.02 FAX 973-538-4-095 STORM SEWER INLET PROTECTION EL MULCH NETTING - STAPLE PAPER, COTTON, OR PLASTIC NETTING OVER II. SEEDBED PREPARATION C. IMMEDIATELy Prior TO TOPSOIL DISTRIBUTION, THE SURFACE SHOULD A. APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TEST BE SCARIFIED TO PROVIDE A O00D BOND WITH THe TOPSOIL. SOIL AND SEDIMENT CONTROL SPECIFICATIONS HAY OR STRAW MULCH. USE A DEGRADABLE NETTING IN AREAS TO BE RECOMMENDATIONS SUCH AB THOSE OFFERED BY RUTGERS UNIVERSITY I. GENERAL MOWED. NETTING IS USUALLY AVAILABLE IN ROLLS 4 FEET WIDE AND SOIL TESTING LABORATORY. SOIL SAMPLE MAILERS D. EMPLOY NEEDED EROSION CONTROL PRACTICES SUCH AS /~-PLACE POSTS 6'-10' APART INSTALL1' THE CONTRACTORALL MEASUREsSHALLREQUIREDPERFORMTo ALLREASONABLyWORK, FURNISHcoNTRoLALLsoiLMATERIALSERoSioNAND CONDITIONs,A' STORM SEWER INLET PROTECTION SHALL BE SUPPLIED UNDER THE FOLLOWING UP TO 500 FEET LONG. LOCAL COOPERATIVE EXTENSION SERVICE OFFICE. IF SOIL TESTING IS NOT GRADE STABILIZATION STRUCTURES, CHANNEL STABILIZATIoNDIVERSIONS' ~/ DOWNSTREAM OF FENCE FABRIC FEASIBLE ON SMALL OR VARIABLE SITES, OR WHERE TIMING IS CRITICAL, MEASURES, SEDIMENTATION BASINS AND WATERWAYS. RESULTING FROM CONSTRUCTION OPERATIONS AND MINIMIZE LOSS OF SEDIMENT 1. CONTRIBUTING DRAINAGE AREA IS 3 ACRES OR LESS. E. MULCH ANCHORING TOOL - A TRACTOR-DRAWN IMPLEMENT FERTILIZER MAY BE APPLIED AT THE RATE OE 500 POUNDS PER ACRE OR FROM The CONSTRUCTION SITE. THE CONTRACTOR SHALL ADHERE TO The 2. WHERe INDICATED ON THE SITE PLAN. ESPECIALLY DESIGNED TO PUNCH AND ANCHOR MULCH INTO THE SO~L 11 POUNDS PER 1,000 SQUARE FEET Of 10-20-10 OR EQUIVALENT. IN IV. APPLYING TOPSOIL CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN SHOWING THE METHODS 3, TRAFFIC WILL NOT DESTROY OR CAUSE CONSTANT MAINTENANCE Of THE SURFACE. THIS PRACTICE AFFORDS MAXIMUM EROSION CONTROL, BUT ITS ADDITION, 300 POUNDS 38-0-0 PER ACRE OR EQUIVALENT OF SLOW TO BE USED FOR CONTROLLING EROSION DURING CONSTRUCTION WHICH INCLUDES STORM SEWER INLET PROTECTION. USE IS LIMITED TO THOSE SLOPES UPON WHICH THE TRACTOR CAN RELEASE NITROGEN MAY BE USED iN LIEU OF TOPDRESSINO. APPLY A. TOPSOIL SHOULD BE HANDLED SEQUENCE OF CONSTRUCTION OPERATIONS. WHEN NO WORK WILL BE PERFORMED 4, A TRAFFIC HAZARD WILL NOT BE CREATEO. OPERATE SAFELY: TOOL PENETRATION SHOULD BE DONE ABOUT 3 TO 4 LIMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PLUS MAGNESIUM WORK WITHOUT DAMAGING SOIL STRUCTURE.ONLY ON CRITICAL AREAS POR MORE THAN 60 DAYS, THEY SHALL BE PROTECTED BY INCHES. ON SLOPING LAND, THE OPERATION SHOULD BE DONE ON The OXIDES) AS FOLLOWS: WHEN DRY ENOUGH tO TEMPORARY SEEDING, MULCHING, OR SODDING, or THE SLOPE LENGTHS SHALL BE B. THE STORM SEWER INLET PROTECTION SHALL BE DESIGNED TO SLOW The CONTOUR, REDUCED BY THe ~NSTALLATION OF DIVERSIONS OR OTHER MEANS. STORM WATER TO ALLOW THE COARSE SEDIMENT PARTICLES A CHANCE TO SOIL FEXIUrE IONS/ACRb Lt~5./1,000 SO. FT, B. A UNIEORM APPLICATION TO A DEPTH OF 5 INCHES (UNSETTLED) -· SETTLE AND PROVIDE AN AREA TO RETAIN THE PARTICLES THAT HAVE D. LIQUID MULCH-BINDERS CLAY, CLAY LOAM, AND HIGH ORGANIC SOIL 4 180 SHOULD BE ACMIEVED. SOILS WITH A PH Of 4,0 OR LESS OR 2. The CONTRACTOR SHALL INSTALL EROSION CONTROLS ON ALL DISTHRBED SETTLED OR PREVENT THE STORM WATER FROM ENTERING THE CATCH BASIN. 1. APPLICATIONS SHOULD BE HEAVIER AT EDGES WHERE WiND CATCHES SANDY LOAM, LOAM, SILT LOAM 3 135 CONTAINING IRON SULFIDE SHALL BE COVERED WITH A MINIMUM DEPTH Of CRITICAL AREAS OR DISTURBANCES ADJACENT TO CRITICAL AREAS THAT ARE THE MULCH, IN VALLEYS, AND AT CRESTS OF BANKS. REMAINDER Of LOAMY SAND~ SAND 2 90 12 INCHES OF SOIL HAVING A PH OF 5.0 OR MORE. SUBJECT TO EXCESSIVE EROSION DUE TO HIGHLY ERODIBLE SOILS, SlOPe LENGTH C. DURING CONSTRUCTION ROUTINE INSPECTIONS AND REPAIRS SHALL BE MADE AREA SHOULD BE UNIFORM IN APPEARANCE. B, WORK UME AND FERTiliZER INTO THE SOIL AS NEARLY AS PRACTICAL LAND GRADING STEEPNESS, WATER CONCENTRATION OR OTHER FACTORS. AREAS MAY BECOME TO THE BARRIER UNTIL PERMANENT SOIL STABILIZATION METHODS ARE IN 2. USE ONE OF THe FOLLOWING: TO A DEPTH OF 4 INCHES WITH A DISC, SPRING TOOTH HARROW, OR I. GENERAL CRITICAL WHEN TNE VEGETATION OR OTHER SOIL SURFACE PROTECTION IS PLACE. A. EMULSIFIED ASPHALT - (SS-l, CSS-1, CMS~2, MS-E. RS-l, OTHER SUITABLE EQUIPMENT. THe FINAL HARROWING OR DISCING A. THe CONTRACTOR IS TO REFER TO THe CONSTRUCTION DOCUMENTS REMOVED. RE-2, ORS-l, AND ORS-2). APPLY 0.04 GAL./SQ.YD. OR 194 GAL/ACRE OPERATION SHOULD BE ON THE GENERAL CONTOUR. CONTINUE TILLAGE FOR ALL AREAS THAT WILL RECEIVE REGRADING. or HARDWOOD STAKES IL TYPES OF STORM SEWER INLET PROTECTION. OIN FLAT SLOPES AND SLOPES LESS THAN B FEET HIGH. ON SLOPES S UNTIL REASONABLY UNIFORM SEEDBEO IS PREPARED. ALL BUT CLAY OR AREAS3' THe SHALLPERMANENTBE ACCOMPLISHEDVEGETATIVE COVERwiTHiNSUCH10 DAYsAS SEEDtNGAFTER FINALOE SODDINGGRADiNGON ALL DRAININGA' BLOCKEDTowARDINLETTHE- CATCHcATCH BAStNBAsiN INLETSis PERMANENTLyMAY BE BLOCKED,PROTECTEDUNTILFRoMTHE AREA FEET OR MORE HIGH, USE .075 GAL./SQ.YD. OR B63 GAL/ACRE. SILTY SOILS AND COARSE SANDS SHOULD BE ROLLED TO Firm THE B. THE CUT FACE OF EArth EXCAVATIONS AND FILLS SHALL BE NO OPERATIONS HAVE BEEN COMPLETED. TIME EXTENSIONS BEYOND THe 10 DAY EROSION. WHEN: SEEDBED WHEREVER FEASIBLE. STEEPER THAN THe SAFE ANGLE OF REPOSE FOR THe MATERIALS REQUIREMENT MAY BE REQUESTED IN WRITING AND ARE SUBJECT TO WRITTEN 1, THE MATERIAL USED TO BLOCK THE INLET IS PREVENTED FROM FLOATING or B. CUTBACK ASPHALT - RAPID CURING (RC~70, RC-250, AND ENCOUN]ERED AND FLAT ENOUGH FOR PROPER MAINTENANCE. APPROVAL. BEING CARRIED INTO THe INLET; AND RC-BO0) OR MEDIUM CURING (MC-250 OR MC-BOO). APPLY 0.04 C. REMOVE FROM THE SURFACE ALL STONES TWO INCHES OR LARGER IN FENCE FABRIC (3'-0" WIDE) ~ FENCE PE 2. AN EROSION OR A FLOODING PROBLEM IS NOT CAUSED BY BLOCKING THE GAL./SQ.YD. or 194 GAL/ACRE ON FLAT AREAS AND ON SLOPES LESS ANY DIMENSION. REMOVE ALL OTHER DEBRIS, SUCH AS WIRE, CABLE, TRee C. THE PERMANENTLY EXPOSED FACES OF EARTH CUTS ANO FILLS SHALL ~ --- 4. EXPOSED SOIL HAVING A PH VALUE OF LESS THAN 4 SHALL BE COVERED INLET, THAN S FEET HIGH. ON SLOPES 8 FEET High OR MORE , USE 0.075 ROOTS, PIECES OF CONCRETE, CLODS, LUMPS OR OTHER UNSUITABLE BE VEGETATED OR OTHERWISE ProTECTED FROM EROSION. WITH A MINIMUM OF 12 INCHES OF SOIL MATERIAL NO COARSER THAN A SANDY GAL/SQ. YD. OR 3S3 GAL/ACRE, MATERIAL, LOAM SM AND THAT CAN BE CORRECTED TO A MINIMUM PH OF 6.5. D. PROTECTED INLET: C. SYNTHETIC OR ORGANIC BINDERS - BINDERS SUCH AS CURASOL, D. PROVISIONS SHALL BE MADE TO SAFELY CONDUCT SURFACE WATER ~O~P~ 1, THe PERIMETER LENGTH OF THE BARRIER SHALL BE AT LEAST FOUR TIMES DCA-70, PETRO-SET, AND TERRA-TACK MAY BE USED AT RATES D. iNSPECT SEEDBED JUST BEFORE SEEDING. IF TRAFFIC HAS LEFT THE TO STORM DRAINS OR SUITABLE WATER COURSES AND TO PREVENT~ 5. EXCAVATED SOIL MATERIAL SHALL NOT BE PLACED ADJACENT TO RIVERS, THE PERIMETER LENGTH OF THE STORM SEWER INLET, THE TOP OF THE BARRIER RECOMMENDED BY THe MANUFACTURER TO ANCHOR MULCH MATERIALS. SOIL COMPACTED, THE AREA MUST BE RETILLED AS ABOVE. SURFACE RUNOFF FROM DAMAGING CUT FACES AND FULL SLOPES, - STREAMS OR BODIES OF WATER IN A MANNER THat WILL CAUSE IT TO BE SHALL BE LEVEL AND UNIFORM FOR AT LEAST THIS LENGTH. -Mm ~]~ ~ ~ --- WASHED AWAY BY HIGH WATER OR RUNOFF. EKCESS BORROW MATERIAL 2. THe BARRIER SHALL ENCIRCLE THe INLET. D WOOD-FIBER OR PAPER-FlEER MULCH AT THe RATE OF 1,500 E. ACID SOIL CONDITIONS: E. SUBSURFACE DRAINAGE IS TO BE PROVIDED IN AREAS HAVING A HIGH REMOVED FROM THe CONSTRUCTION SITE SHALL BE STABILIZED AT THE SITE OF 3 IF BALES (STRAW, HAY OR OTHER ACCEPTABLE VEGETATIVE MATERIALS) POUNDS PER ACRE MAY BE APPLIED BY A HYDRO SEEDER. USE IS SOILS HAVING A PH OF 4 OR LESS OR CONTAINING IRON SULFIDE SHALL WATER TABLE, TO INTERCEPT SEEPAGE THat WOULD ADVERSELY AFFECT PLACEMENT. ARE USED FOR THE BARRier, THEY SHALL BE STAKED DOWN IN ACCORDANCE LIMITED TO FLATTEr SLOPES AND DURING OP~MUM SEEDING PER~ODS IN BE COVERED With A MINIMUM OF 12 INCHES OF SO~L HAVING A PH OF 5 SLOPE STABILITY, BUILDING FOUNDATIONS, OR CREATE UNDESIRABLE DIG 6" WIDE & DEEP T~FJ~ITRENCH, WITH THe SEDIMENT BARRIER STANDARD. WHERE STAKING IS NOT PRACTICAL. SPRING AND PALL OR MORE BEFORE SEEDBED PREPARATION. THE ADDED SOIL SHALL BE WETNESS. 6, IF CONDITIONS WARRANT, THE CONTRACTOR IS TO ROUTINELY WATER DOWN THEY SHALL BE TieD TOGETHER TO PREVENT MOVEMENT OR OPENINGS IN THE LIMED AS ABOVE. BURY BOTTOM 1'-0" OF FABRIC, TAMP IN PLACE EXPOSED SOILS IN A EFFORT TO STOP THE MIGRATION OF DUST. BARRIER. TEMPORARY VEGETATIVE COVER FOR SOYL STABILIZATION F. ADJOINING PROPERTY SHALL BE PROTECTED FROM EXCAVATION AND --- 4. IF GRAVEL IS USED FOR THE BARRIER IT SHALL BE PILED AT LEAST 1.5 I. SITE PREPARATION Ill. SEEDING FILLING OPERATIONS. 7. THE APPLICABLE SOIL CONSERVATION DISTRICT SHALL BE CONTACTED 72 FEET HIGH TO ITS NATURAL ANGLE OF REPOSE. THE GRAVEL SHALL MEET SIZE A. GRADE AS NEEDED AND FEASible TO PERMIT THe USE OF A. SEEDING SHALL TAKE PLACE BETWEEN 3/1-5/15 AND 8/I-10/1. AT THE COMPLETION OF THE PROJECT AND AFTEr SOIL HOURS PRIOR TO THe START OF CONSTRUCTION FOR ANY LAND DISTURBING NO. 2 OR 3 IN ASTM C-33. CONVENTIONAL EQUIPMENT FOR SEEDBED PREPARATION, SEEDING, G. FILL SHALL NOT BE PLACED ADJACENT TO THE BANK OF A STREAM STABILIZATION AND VEGETATIVE GROWTH HAVE BEEN ASSURED, ACTIVI~ES. MULCH APPLICATION, AND MULCH ANCHORING. ALL GRADING SHOULD BE B. SEED MIXTURE AS FOLLOWS: OR CHANNEL, UNLESS PROVISIONS ARE MADE TO PROTECT THE THE SILT FENCE MUST BE COMPLETELY REMOVED AND THE C. INLET WITH SEDIMENT TRAP: DONE IN ACCORDANCE WITH STANDARDS FOR LAND GRADING. -- PERENNIAL RYE GRASS: 25 LBS./ACRE HYDRAULIC, BIOLOGICAL, ESTHETIC, AND OTHER ENVIRONMENTAL EMBEDMENT TRENCH RESTORED TO A NATURAL CONDITION. B. WORK DESCRIBED IN THESE NOTES SHALL BE IN ACCORDANCE WITH THE 1. A SCREEN IS PLACED COMPLETELY OVER THE INLET. - CROWN VETCH: 12 LBS./ACRE FUNCTIONS OF THE STREAM. PROVISIONS OF THE STANDARDS FOR SOIL EROSION ANO SEDIMENT CONTROL IN 2. A STURDY PROTECTIVE FRAME IS PLACED AROUND THE INLET AND FILLED ~, INSTALL NEEDED EROSION CONTROL PRACTICES OR FACILITIES SUCH AS - SPREADING FESCUE: 25 LBS./ACRE N.Y, WITH ATSM C-33 SIZE NO. 2 OR 3 STONE. DItVERSIONS, GRADE STABILIZATION STRUCTURES, CHANNEL STABILIZATION IL INSTALLATION REQUIREMENTS SILTATION 3. A SEDIMENT TRAP IS EXCAVATED BEHIND THE CURB AT THE INLET. THE M~ASURES, SEDIMENT BASINS, AND WATERWAYS. C. APPLY SEED UNIFORMLY BY HAND, CYCLONE (CENTRIFUGAL) SEEDER, A. TIMBER, LOGS, BUSH, R~UBBISH. ROCKS, STUMPS AND VEGETABLEZ~_ N.T.S. 9. ALL STRUCTURAL MEASURE FOR CONTROL OF SOIL EROSION AND BASIN SHALL BE AT LEAST 12 TO 14 iNCHES IN DEPTH, APPROXIMATELY 36 DROP SEEDER, DRILL. CULTIPACKER SEEDER. OR HYDROSFEDER. The MATTER WHICH Will INTERFERE WITH THE GRADING OPERATION OR AFFECT SEDIMENTATION MUST BE ROUTINELY MAINTAINED THRU-OUT THE CONSTRUCTION INCHES IN WIDTH, AND APPROXIMATELY 7 TO 10 FEET IN LENGTH PARALLEL TO II. SEEDBED PREPARATION LATTER MAY BE JUSTIFIABLE FOR LARGE, STEEP AREAS WHERE THE PLANNED STABILITY OR FILL AREAS SHALL BE REMOVED AND PERIOD. THE CURB. A. FERTILIZER MAY BE APPLIED AT THe RATE OF 500 POUNDS PER ACRE CONVENTIONAL VEHICLES CANNOT TRAVEL. MULCH SHALL NOT BE DISPOSED OF ACCORDING TO THE PLAN. 4. STORM WATER WILL REACH The SEDIMENT TRAP VIA CURB CUTS ADJACENT OF~ 11 POUNDS PER 1,000 SQUARE FEET OF 10-20-10 OR EQUIVALENT. INCLUDED IN THE TANK W~TH THE SEED. EXCEPT FOR DRILLED, 10. AT The COMPLETION OF CONSTRUCTION AND ONLY WHEN FINAL SOIL TO EACH SIDE OF THE INLET STRUCTURE. THESE OPENINGS SHALL BE AT LEAST IF SEED IS DRILLED OVER BANDED FERTILIZER, THE RATE OF FERTILIZER IS HYDROSEEDED OR CULl]PACKED SEEDLINGS, SEED SHALL BE B. TOPSOIL IS TO BE STRIPPED AND STOCKPILED IN AMOUNTS NECESSARY TO COMPLETE FINISH GRADING OF ALL EXPOSED AREAS PLANTING SHRUBS & SMALL TREES STABILIZATION MEASURES ARE IN PLACE, REMOVE SO~L EROSION AND SEDIMENT 12 INCHES IN LENGTH. STORM WATER MAY ALSO REACH THE BASIN VIA REDUCED 50 PERCENT. APPLY LIMESTONE (EQUIVALENT TO 50 INCOPORATED INTO THE SOIL, TO A DEPTH OF 1/4 TO 1/2 INCH, BY REQUIRING TOPSOIL. SEE STANDARD FOR TOPSOIMNG. CONTROL STRUCTURES. PROVIDE THE OWNER OF THE PROPERTY A OVERLAND FLOW LAND AREA BEHIND The CURB. THE CURB CUTS SHALL BE PERCENT CALCIUM PLUS MAGNESIUM OXIDES) AS FOLLOWS: RAKING OR DRAGGING. DEPTH OF SEED PLACEMENT MAY BE 1/4 INCH (TREES LESS THAN 2 1/2" CAL.) COMPREHENSIVE PROGRAM FOR LIFE TIME MAINTENANCE OF NEW PLANTINGS. REPAIRED WHEN The SEDIMENT TRAP IS REMOVED. SOIL TEXTURE TONS/ACRE .BS./1,000 SQ. F3 DEEPER ON COARSE TEXTURED SOIL. C. FILL MATERIAL IS TO BE FREE OF BRUSH, RUBBISH, TIMBER, LOGS, ~ TRee PROTECTION DURING CONST~UCI]QN CILAY, CLAY LOAM, AND HIGH ORGANIC SOIL 3 135 VEGETATIVE MATTER, AND S,TUMPS IN AMOUNTS That WILL BE I. GENERAL I. GENERAL S;ANDY LOAM, LOAM, SILT LOAM 2 90 D. AFTEr SEEDING. FIRMING THe SOIL With A CORRUGATED ROLLER WILL DETRIMENTAL TO CONSTRUCTING STABLE FILLS. ASSURE GOOD SEED-TO-SOIL CONTACT, RESTORE CAPILLARITY, ANO 4" BARK MULCH A. ALL TREES LOCATED IN THE AREA OF DISTURBANCE SHALL BE CLEARLY LIOAMY SAND, SAND 1 45 IMPROVE SEEDLING EMERGENCE. This IS THe PREFERRED METHOD. WHEN D. ALL FILLS SHALL BE COIMPACTED SUFFICIENCY FOR THEIR INTENDED~/~-FOLD BACK BURLAP MARKED FOR REMOVAL. ALL TREES TO REMAIN SHALL BE PROTECTED FROM PERFORMED ON THE CONTOUR, SHEET EROSION WILL BE MINIMIZED AND PURPOSE AND AS REQUIRED TO REDUCE BLIPPING, EROSION, OR EXCESS A. SHALL BE INSTALLED IN ALL AREAS WHERE SOIL IS EXPOSED FOR A LIMITED MECHANICAL INJURY DURING THe CONSTRUCTION AS FOLLOWS: BI. WORK LIME AND FERTILIZER INTO THe SOIL AS NEARLY AS PRACTICAL WATER CONSERVATION ON SITE WILL BE MAXIMIZED, FROM TOP OF BALL ]]ME AND EROSION iS EXPECTED IN THE FORM OF SHEET OR Rill EROSION. 1. TREES WITHIN 25 FEET Of THe LIMITS OF DISTURBANCE SHALL BE tOI A DEPTH OF 4 INCHES WITH A DISC, SPRING TOOTH HARROW, OR SATURATION. PROTECTED BY A FENCE OR OTHER BARRIER. INSTALLED AT THe DR~P LINE OF OT~lER SUITABLE EQUIPMENT. THe FINAL HARrOWiNG OR DISClNG IV. MULCHING E. ALL DISTURBED AREAS SHALL BE LEFT WITH A NEAT AND FINISHED B. THE BARRIER SHALL BE INSTALLED ACROSS OR AT THe TOE OF A SLOPE. TUE Tree BRANCHES. SEE DETAILS ON SITE PLAN. OP~ERATION SHOULD BE ON THE GENERAL CONTOUR. CONTINUE TILLAGE A. SEE TEMPORARY VEGETATIVE COVER FOR SOil STABILIZATION C. THE BARRIER SHALL BE CONSTRUCTED SO WATER CANNOT BYPASS AROUND 3. FEEDER ROOTS SHOULD NOT BE CUT IN AN AREA INSIDE THE DRIP LiNE OF THe ENDS. THE TREE BRANCHES. Cl. INSPECT SEEDBED dUST BEFORE SEEDING. IF TRAFFIC HAS LEFT THE V. IRRIGATION (WHERE FEASIBLE) F. TREES TO BE RETAINED SHALL BE PROTECTED AS SPECIFIEO. "Mli~. COMPACTED 4. DAMAGED TRUNKS OR EXPOSED ROOTS WILL BE PAINTED IMMEDIATELY WITH SOIIL COMPACTED, THE AREA MUST BE RETILLED AS ABOVE. JF SOIL MOISTURE IS DEFICIENT, AND MULCH IS NOT USED. SUPPLY NEW SITE PREPARATION ~ , ;~.~".~' ~ SOIL D. DURING CONSTRUCTION ROUTINE INSPECTION AND REPAIRS SHALL BE MADE A GOOD GRADE Of "TRee PaINt". CARE FOR SERIOUS INJURY SHOULD BE SEEDING WITH ADEQUATE WATER (A MINIMUM Of 1/4 INCH TWICE A DAY L CONSTRUCTION SEQUENCE ,~..'-~.::. TO THE BARRIER UNTIL PERMANENT SOIL STABILIZATION METHODS ARE IN PRESCRIBED BY A PROFESSIONAL FORESTER OR LICENSED TREE EXPERT. D'. SOILS HIGH IN SULFIDES OR HAVING A PH OF 4 OR LESS SHOULD BE PLACE. 5. TRee LIMB REMOVAL, WHERE NECESSARY, WILL BE DONE FLUSH TO TRUNK MUILCMeD ONLY. UNTIL VEGETATION IS WELL ESTABLISHED). A. DAY 1 THROUGH 7: CONSTRUCT SILT FENCE, TREE AND STORM INLET ~ ~ ~BACKFILL MIXTURE OR MAIN BRANCH AND TRAT AREA PAINTED WITH A GOOD GRADE OF TREE PROTECTION AROUND SITE AS SHOWN. (2/5 TOPSOIL, 1/5 ii. TYPES OF BARRIERS PAINT. Iii. SEEDING VI. TOP DRESSING LQ. TWICE PEAT MOSS) A. SPRING SEEDING WILL REQUIRE AN APPLICATION OF FERTILIZER SUCH B. DAY 1 THROUGH 7: CON!STRUCT ~HEEL CLEANING PAD FOR ~ ~BALL DIA~ A. ANNUAL RYE GRASS: 40 LBS./ACRE. SEED DEPTH MIN..5". SEEDING AS /0-10-10 or EQUIVALENT AT 400 POUNDS PEr ACRE OR 10 POUNDS CONSTRUCTION VEHICLES AS; SHOWN. A, BALE: STRAW OR HAY: B. ALL REMOVED TREES AND ROOTS SHALL BE DISPOSED OF AS Per LOCAL DATE S/1-5/15 & B/15-10/1. TEMPORARY PROTECTION BY MULCHING PER 1,000 SQUARE FEET BETWEEN SEPTEMBER 1 AND OCTOBER 15. LARGE TREE STAKING & GUYING 1. BALES SHALL BE SECURELY TIED AND STAKED ON THE CONTOUR. BUILDING CODES. SH,ALL BE MANDATORY AFTER OCTOBER 1ST. IN ALL AREAS WHICH MAY C, DAY 8 THROUGH 15: GRADE SITE AND PROVIDE TEMPORARY SOil (TREES LARGER THAN 2 1/2" CAL.) 2. BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THe REIMAIN EXPOSED OVER THe WINTER. SEE SPECIFICATIONS FOR TEMPORARY B. FALL SEEDINGS WILL REQUIRE THE ABOVE BETWEEN MARCH 15 AND STABILIZATION OR PERMANENT SOil STABILIZATION AS SPECIFIED. ADJACENT BALES. TEMPORARY SOIL STABILIZATION WITH MULCH PRIOTECTION BY MULCHING. B. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4 INCHES. I. SITE PREPARATION MAY 1. 4. BALES SHALL Be SECURELY ANCHORED JN PLACE BY TWO STAKES OR A. USE IF TIME OF YeAR DOES NOT ALLOW FOR SOIL STABILIZATION WITH SEED. B.. APPLY SEED UNIFORMLY BY HAND, CYCLONE (CENTRIFUGAL) SEEDER, *IF SLOW RELEASE NITROGEN (300 POUNDS 38-0-0 PER ACRE OR D. DAY 1 THROUGH COMPLETION: MAINTAIN ALL SOIL EROSION, TRee AND RE-BARS DRIVEN THROUGH EACH BALE. THE FIRST STAKE IN EACH BALE SHALL EQUIVALENT) IS USED JN ADDITION TO SUDGESTED FERTILIZER, THIS STORM INLET PROTECTION UINTIL CONSTRUCTION IS COMPLETE. REMOVE DRIOP SEEDER, DRILL. CULTIPACKER SEEDER, OR HYDROSEEDER. THE FOLLOW-UP OF TOP DRESSING IS NOT MANDATORY. AFTER PERMANENT SOIL STABILIZATION MEASURES ARE INSTALLED. NOTES: BE DRIVEN TOWARD PREVIOUSLY LAID BALE TO FORCE BALES TOGETHER. B. BEFORE MULCH IS APPLIED, THE SITE SHOULD BE GRADED TO ALLOW THe LAi~ IER MAY BE JUSTIFIABLE FOR LARGE, STEEP AREAS WHERE (1) DEC/DUOS TREES OVER 1" B. SILT FENCE: USE OF CONVENTIONAL EQUIPMENT FOR APPLYING THE ANCHORING MULCH. COINVENTIONAL VEHICLES CANNOT TRAVEL. MULCH SHALL NOT BE TOPSOIL INCLUDED IN THE TANK With THE SEED. EXCEPT FOR DRILLED, CAL. WITH BURLAP OR KRINKLE 1. FENCE POSTS SHALL BE SPACED B FEET CENTER-TO-CENTER OR CLOSER. C. SOIL AND SEDIMENT CONTROL BARRIERS SHALL BE ERECTED PRIOR TO HY[DROSEEDED OR DRAGGING. DEPTH OF SEED PLACEMENT MAY BE 1/4 L MATERIALS KRAFT TREE WRAP TO FIRST THEY SHALL EXTEND AT LEAST 2 FEET INTO THE GROUND. THEY SHALL EXTEND MULCHING. TOPSOIL SHOULD BE FRIABLE AND LOAMY, FREE OF DEBRIS. BRANCH AND TIE OFF BOTH AT LEAST 2 FEet ABOVE GROUND. INCH DEEPER ON COARSE TEXTURED SOIL. OBJECTIONABLE WEEDS AND STONES, AND CONTAIN NO TOXIC SUBSTANCE ENDS. TrAT MAY BE HARMFUL TO PLANT GROWTH. A PH RANGE OF 5.0-7.5 IS 2. A METAL FENCE WITH 6 INCH OR SMALLER OPENINGS AND AT LEAST 2 IL PROTECTIVE MATERIALS C., AFTER SEEDING, FIRMING The SOil WITH A CORRUGATED ROLLER ~/iLL ACCEPTABLE. SOLUBLE SALTS SHOULD NOT BE EXCESSIVE) CONDUCTIVITY (2) PRUNE OFF DEAD AND FEET HIGH MAY BE UTILIZED, FASTENED TO THE FENCE POSTS. A. UNROTTED SMALL- BRArN STRAW, HAY, OR SALT HAY AT 2.0 TO 2.5 TONS AS.~URE GOOD SEED-TO-SOIL CONTACT, RESTORE CAPILLARITY, AND 3. A FILTEr FABRIC. RECOMMENDED FOR SUCH USE BY THE MANUFACTORER, PER ACRE IS SPREAD UNIFORMLY AT 90 TO 115 POUNDS PER 1,000 SQUARE IMF°ROVE SEEDLING EMERGENCE. LESS THAN 0.5 MILUOHMS PER CENTIMETER). TOPSOIL HAULED IN FROM DAMAGED LIMBS AFTER PLANTING SHALL BE BURIED AT LEAST 6 INCHES DEEP iN THe GROUND. THE FILTER FEET AND ANCHORED WITH A MULCH ANCHORING TOOL, LIQUID MULCH OFF SITE SHOULD HAVE A MINIMUM ORGANIC MATTER CONTENT OF 2.75 (DECIDUOUS TREES ONLY.) FABRIC SHALL EXTEND AT LEAST 2 FEET ABOVE THE GROUND. FILTER FABRIC BINDERS, OR NET~NG TIE DOWN OTHER SUITABLE MATERIALS MAY BE USED IV. MULCHING PERCENT. ORGANIC MATTER CONTENT MAY BE RAISED BY ADDITIVES. MAY BE FASTENED ~N PLACE BY STAKE OR OTHER ACCEPTED MEANS AS IF APPROVED BY THE SOIL CONSERVATION DISTRICT. SPECIFIED BY THE DISTRICT OFFICE. ~ULCHING IS REQUIRED ON ALL SEEDING. MULCH WILL iNSURE AGAINST ER(OSION BEFORE GRASS IS ESTABLISHED AND WILL PROMOTE FASTER I1. STRIPPrNG AND STOCKPILING A. FIELD EXPLORATION SHOULD BE MADE TO DETERMINE WHETHER 4. SEE PLANS FOR DETAIL DRAWINGS. B, ASPHALT EMULSION OR CUTBACK ASPHALT IS RECOMMENDED AT The RATE AN[D EARLIER ESTABLISHMENT. (the EXISTENCE OF VEGETATION SUFFICIENT QUANTITY AND OR QUALITY OF SURFACE SOIL OF 600 TO 1,200 GALLONS PER ACRE. THIS IS SUITABLE FOR A LIMITED TO CONTROL SOIL EROSION SHALL BE DEEMED COMPUANCE WITH THIS STABILIZED CONSTRUCTION BARRIER PERIOD OF TIME WHERE TRAVEL BY PEOPLE, ANIMALS, OR MACHINES IS NOT A JUSTIFIES STRIPPING. I, GENERAL PROBLEM. MU[LCH~NG REQUIREMENT). A., MULCH MATERIAL SHOULD BE UNROTTED SMALL GRAIN STRAW, HAY B. STRIPPING SHOULD BE CONFINED TO The IMMEDIATE CONSTRUCTION A. LOCATE WHEEL CLEANING PAD AS INDICATED ON PLANS. C. SYNTHETIC OR ORGANIC SOIL STABILIZERS MAY BE USED -- UNDER FR~E OF SEEDS, OR SALT HAY TO BE APPLIED AT THE RATE OF 1-1/2 TO AREA. D. CONSTRUCTION OF WHEEL CLEANING PAD WILL BE AS DETAILED AND AS PER SUITABLE CONDITIONS AND IN SUFFICIENT QUANTITIES. 2 T~ONS PER ACRE (70 TO go POUNDS PER %000 SQUARE FEET),GARDEN HOSE~-~ GAuGEDOUBLEoALv.STRANDwiRE10 EXCEPT That WHERE A CRIMPER IS USED INSTEAD OF A LIQUID C. WHERE FEASIBLE, LIME MAY BE APPLIED BEFORE STRIPPING AT A RATE THe FOLLOWING DESIGN CRITERIA: D. WOOD-FIBER OR PAPER-FIBER MULCH AT THE RATE OF 1,500 POUNDS PER MULCH-BINDER (TACKIFYING OR ADHESIVE AGENT), THE RATE OF DETERMINED BY SOIL TESTS TO BRING THe SOIL PH TO 6.5. IN Lieu OF~~ (TWISTED) STONE SIZE - USE ASTM C-35, SIZE NO. 2 OR 3. USE CRUSHED STONE. ACRE MAY BE APPLIED BY A APPLICATION MUST BE DOUBLE THE LOWER RATE. MULCH SOIL TESTS, SEE LiME RATE GUIDE IN SEEDBED PREPARATION FOR --' THICKNESS - NOT LESS THAN SIX (6) INCHES. HYDROSEEDER OR HYDROMULCHER. CHOPPER-BLOWERS MUST NOT OR~ND THE MATERIAL. PERMANENT VEGETATIVE COVER. 5 GUYS OF 10 ~A~ WIDTH NOT LESS THAN FULL WIDTH OF POINTS OF INGRESS OR TWISTED WiRE~ EGRESS. E. MULCH NETTING, SUCH AS PAPER JUTE, EXCELSIOR, COTTON, OR PLASTIC, B. SPREAD UNIFORMLY BY HAND OR MECHANICALLY SO THAT D, A 4-6 INCH STRIPPING DEPTH IS COMMON, BUT MAY MARY DEPENDING W/TURNBUCKLE LENGTH - 50 FEET MINIMUM WHERE THe SOILS ABE SANDS OR MAY BE USED. APPROXIMATELY 75~ TO 95~. OF THE SOIL SURFACE WILL BE COVERED. ON THE PARTICULAR SOIL. SLOPES 3:1 OR FLATTER~ 2 1/2"¢ 10' LONG GRAVELS OR 100 FEET MINIMUM WHERE SOILS ARE CLAYS OR SILTS, EXCEPT FOR UNIFORM DISTRIBUTION OF HAND-SPREAD MULCH, DIVIDE AREA INTO AND STABILIZED ~.~ CEDAR STAKE-2 WHERE THE TRAVELED LENGTH IS LESS THAN 50 OR 100 FEET RESPECTIVELY. F. WOOD CHIPS APPLIED UNIFORMLY TO A MINIMUM DEPTH OF 2 INCHES MAY BE APPROXIMATELY 1,000 SQUARE FEET SECTIONS AND DISTRIBUTE 70 TO 90 E. STOCKPILES OF TOPSOIL SHOULD BE SITUATED SO AS NOT TO PER TREE These LENGTHS MAV BE INOREASEO WHERE PIELO GOMDITIONS DIDTATE. OOuLDMSED' WODD DHIPS WILLNOTBE USEO ON AREAS ERE PLOWING WATErwASN TIME INTD AN INLET AND PLUG IT. PO MDS WITHIN EACH SEOTION. DAMAGE.OBSTRUCT NATURAL DRAINAGE OR CAUSE GEE-SiTE ENVIRONMENTAL TO BE TE POr^RILY "BARK MULGN C. AT POORLY DRAINED LOCATIONS, SUBSURFACE DRAINAGE GRAVEL FILTER OR C. MULCH ANCHORING: SEE SPECIFICATIONS FOR TEMPORARY SOIL SEEDED WITHIN 30 DAYS /'"" ..~.-. ~ ~ EXIST. C FOLD BACKop oFBURLAPBALL FILter FABRIC SHALL BE INSTALLED BEFORE INSTALLING THe STABILIZED G. GRAVEL, CRUSHED STONE, OR SLAG AT The RATE OF 9 CUBIC YARDS PER STABILIZATION WiTH MULCH. F. STOCKPILES SHOULD BE VEGETATED IN ACCORDANCE With STANDARDS ~ /" ;5'~ ~ ~ CONSTRUCTION ENTRANCE, 1,000 GQ. FT. APPLIED UNIFORMLY TO A MINIMUM DEPTH OF 3 INCHES MAY PREVIOUSLY DESCRIBED HEREIN. WEEDS SHOULD NOT BE ALLOWED TO D. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT BE USED. SIZE 2 OR 3 (ASTM C-33) IS RECOMMENDED, PER~MANENT VEGETATIVE COVER FOR SOIL STABILIZATION GROW ON STOCKPILES,~ //' ~,XF~,~, ~ii/C~=~iiL~,~..,.6 6" MIN. COMPACTED L SITE PREPARATION / ~ EXIST. GROUND 2 . ~ : , SOIL TRACKIND OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS. THIS MAY REQUIRE III. MULCH ANCHORING - SHOULD BE ACCOMPLISHED iMMED)ATELY AFTER A. GRADE AS NEEDED AND FEASIBLE TO PERMit THe USE OF Ill. SITE PREPARATION ~-S~LT FENCE OR HAY ............ 4 X2 X2 STAKE ' ' B PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR SEDIMENT. ALL SEDIMENT PLACEMENT OF HAY OR STRAW MULCH TO MINIMIZE LOSS BY WiND OR WATER. COMVENTIONAL EQUIPMENT FOR SEEDBED PREPARATION, SEEDING, MULCH A. GRADE AS NEEDED AND FEASIBLE TO PERMIT THE USE OF BALES TO BE PLACED D ., ACKFILL MIXTURE REMCVED IMMED,ATELY. THE SIZE OF THe AREA AND BTEEPNEBS OF SLOPES. ACCORD^NCR WITH STANDARDS LANO BR^D,NG. ^PPL, CATION AND ANCHOR,NC. AND MAINTEN^BOE. A. PEG AND TWINE - DRIVE S TO 10 INCH WOODEN PEGS TO WITHIN 2 TO 3 E, AT THe COMPLETION OF WORK REMOVE THE WHEEL CLEANING PAD AND INCHES OF THE SOIL SURFACE EVERY 4 FEET IN ALL DIRECTIONS. STAKES B, SUBSOIL SHOULD BE TESTED FOR LIME REQUIREMENT AND LIMESTONE, RESTORE THe SITE BACK TO ITS ORIGINAL STATE THat EXISTED PRIOR TO THE MAY BE DRIVE BEFORE OR AFTEr APPLYING MULCH. SECURE MULCH TO SOIL B. IINSTALL NEEDED EROSION CONTROL PRACTICES OR FACILITIES SUCH AS IF NEEDED, SHOULD BE APPLIED TO BRING SOIL PH TO 6.5 AND /1 TOP SOIL STOCK PILE DETAIl COMMENCEMENT OF WORK OR AS INDICATED ON The SITE pLAN. SURFACE BY STRETCHING TWINE BETWEEN PEGS IN A CRISSCROSS AND A DIVERSIONS, GRADE STABILIZATION STRUCTURES, CHANNEL INCORPORATED ~NTO THE SOIL AS NEARLY AS PRACTICAL TO A DEPTH OF/ N.T.S. ~P LAN TI N G D ETA II SQUARE PATTERN. SECURE TWINE AROUND EACH PEG WITH TWO OR MORE STA~BILIZATION MEASURES, SEDIMENT BASINS, AND WATERWAYS. 4 INCHES. ROUND TURNS. Herbst. Musciano Sprit PCS 4 07. 7.02 ORR V, W CROSSROADS CORPORATE CEN ER ORIENT CONG. CHURCHn 7 03.18.03 FORPERMFF$ 1 INTERNATIONAL BLVD. SUITE 800 annersH. HERBST, RA, PP DATE: PP DAT : 23045 MAIN ROAD MAHWAH, NJ 07495 Nd RA C-5177 NRA RA S' 17 6 08.16.02 FOR CHURCH APPROVAL 240 CEDAR KNOLLS ROAD Nd PP 3367 ORIENT, NY 11 957 5 07.24.02 FOR CHURCH APPROVAL SUITE 209 PArAOl11B4-B NY RA/O2~NE?~ RI RA2050 SECTION 018 BLOCK 02 INDOOR EQUIPMENT AND ANTENNAS SITE NOTES & DETAILS CEDAR KNOLLS, NJ 07927 CT RA 75zw ~'~ OHIO RA 10925 NO.: DATE: BEVISIONS TELEPHONE 973-538-,3815 VA RA 8254 DC RA 6052 LOT 022.001 SITE NO. NY33XC678B FAX 973-538-4095 MA RA 10131 MD RA 11039 SCALE: PROJECT MANA6ER: DRAWN BY: JOB No, DRAWING NUMBER DATE: REVISION AS NOTED JWS MJL S678 S6780A05 05.27,02 0 NEW STOCKPILE LOCATION, SEE DETAIL 1/A3, 211.64' SITE PLAN ,--__ 0 10 Herbst · Musclano Architects/Planners 240 CEDAR KNOLLS ROAD SUITE 209 CEDAR KNOLLS, NJ 07927 TELEPHONE 975-558-5815 FAX 975-558-4095 ~o / ~NEW SILT FENCE A S p 16.4' 5.9' EXISTING FR. CHURCH 10.6' BRICK N 87'58'20" W 57.69' 20 30 40 50 FEET EDWARD H. HERBST, RA, NJ RA C-5177 NJ PP 3387 PA RA 011184-B S O )"$?£P, OO/VDZ UA// o/v SCHOOL EXISTING FR. $2. J INEW 6'-0" HIGH ARBORVITAE AROUND NEW SPRINT PCS CONDENSER, SEE PLANTING DETAIL ON SHEET A3 SPRINT PCS EQUIPMENT CABINET IN BASEMENT OF EXISTING ACCESSORY STRUCTURE SEE SHEET A6 0 DRAIN 42,2 EXISTING STy. FR. GAR. ;ER NOTE #10 ON THIS SHEET A L T SPRINT PCS UNDERGROUND CABLES TO ANTENNAS SEE ILS 2 & 4/A7 5,9' 35.4' EXISTING ~ 2 1/2 STY. FR. HSE. 11.5' 11.5' NEW SPRINT PCS SECTOR ANTENNAS ~THIN EXISTING STEEPL~ SEE SHEET A5 CONCRE'TE SIDEWALK S87'54'50" W MAIN ,ROAD 3o . 3o, (s.R. 25) 1.6% 174.25' S 8459 10 W 41.27' 0.2'/v 0.2'~ · =MONUMENT · =PIPE AREA=l.$759 ACRES NOTES: POWER 1. THIS site PLAN IS BASED ON A SURVEY PROVIDED BY PECONIC SURVEYOR'S 1250 TRAVELER STREET SOUTHOLB, NY 11971 JOHN MATZGER, L.S. LICENSE ~49§1B DATED SEPTEMBER 20, 2001. 2. THE PROPOSED FACILITY WILL BE UNMANNED AND WILL ONLY BE SUBJECT TO PERIODIC MAINTENANCE VISIT. 3. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THe APPLICABLE SECTIONS OF THE ATTACHED SPECIFICATION NO. G-Q01 SPECIFICATION FOR CONSTRUCTION. IN CASE OF CONFLICT REQUIREMENTS SHOWN ON THE DRAWINGS SHALL TAKE PRECEDENCE. & TELEPHONE UTILITY GENERAL NOTE: 1. U~LITY POINTS OF SERVICE AND WORK/MATERIAL SHOWN ARE BASED ON PRELIMINARY INFORMATION ONLY, PROVIDED BY THE UTILITY COMPANIES AND ARE FOR BIB PURPOSES ONLY. 2. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR FINAL AND EXACT WORK/MATERIALS REQUIREMENTS AND CONSTRUCT TO UTILITY COMPANY ENGINEERING pLANS AND SPECIFICATIONS. CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, PULL WIRES, CABLES, PULL BOXES, CONCRETE ENCASEMENT OF CONDUIT (IF REQUIRED), TRANSFORMER PAD, BARRIERS, POLE RISERS, TRENCHING BACKFILL, PAY ALL UTILITY COMPANY FEES AND INCLUDE ALL REQUIREMENTS IN SCOPE OF WORK. SITE WORK GENERAL NOTES: 1. THE CONTRACTOR SHALL CALL UTIUTIES PRIOR TO The START OF CONSTRUCTION. 2. ALL EXISTING ACTIVE SEWER, WATER, OAS, ELECTRIC, AND OTHER UITLIT~ES WHERE ENCOUNTERED IN THe WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THe PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. X CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THe WORKING CREW. THIS WILL INCLUDE BUT IS NOT LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING & EXCAVATION ;3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWING AND S"IIPULATED IN THE SPECIFICATION PROJECT SUMMARY. AS PROVIOED BY SPRINT, 4, IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 5. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE PCS EQUIPMENT AND TOWER AREAS. 6, NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 7. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION, 8. THe AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THe BUILDING or DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, FERTILIZED, SEEDED, AND COVERED WITH MULCH AS SPECIFIED IN THE SPECIFICATION LANDSCAPE WORK. 9. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURIN¢, CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. 10. PROVIDE TRENCH PROTECTION STEEL PLATE PANELS CAPABLE OF SUPPORTING AUTOMOBILE TRAFFIC. PROPERTY OWNER: ORIENT CONGREGA~ONAL CHURCH UNITED CHURCH OF CHRIST, NEW YORK C/O ~M FROST 617-216-9400 PO BOX 425, 2;]045 MAIN ROAD ORIFNT, NY 11957 NOTES: 1, CONTRACTOR MUST HAVE ALL THE U~UTIES MARKED OUT BY THE LOCAL "CALL BEFORE YOU DIG" AUTHORITY, 1-800--272--4480 2. ALL SITE LAYOUT WORK SHALL BE PERFORMED BY A LICENSED SURVEYOR RETAINED BY THE GENERAL CONTRACTOR. PP DATE: GAR' Nd RA NJ PP NY RA CT RA 754; VA RA 625~ MA RA 10131 1 9 ZOO3 pp DATE: RA 1 5417 L RA 14044 RI RA 2050 OHIO RA 10925 DC RA 6052 MD RA 11039 ~ 4 07.17.02FOR REVIEW CROSSROADS CORPORATE CENTER ORIENT CONG. CHURCH Sprint PCS 7 03.18.03FORPEI~MITS 1 INTERNATIONAL BLVD. SUITE 800 23045 MAIN ROAD ~ 6 08.18.02FOR CHUI~CHAPPROVAL MAHWAH, NJ 07495 ORIENT, NY 11 957 5 072402 FOR CHURCH APPROVAL SECTION 018 BLOCK 02 INDOOR EQUIPMENT AND ANTENNAS No.: DATE: , WS ONS ,,, SITE PLAN & NOTES LOT 022.001 SITE NO. NY33XC678B SCALE: PROJECT MANAGER: DRAWN BY: JOB No. DRAWING NUMBER DATE: REVISION AS NOTED J/#S MJL S678 S6780A04 03.27.02 I 0 NEW FIBERGLASS REPLACEMENT PANEL SECTION (FROM 6" ABOVE UPPER ANTENNA TO 6" BELOW LOWER ANTENNA) @ EACH SECTOR ANTENNAS (T'flP. OF SI. SEE FIBERGLASS DWGS., SEE DETAIL B/A5 0 5 10 15 20 25 SOUTH ELEVATION SCALE: 1/B"=f-O" FEET 'NEW SPRINT PCS SECTOR ANTENNAS TYP. OF 3 SECTORS SEE DETAIL 5/A5 ~ OF ANTENNAS ~ OF ANTENNAS RASE OF 51bbFLE 37'-6":/: A.G.L BASE Of BELL TOWER STING ORIENT CONGREGATIONAL CHURCH NOTE: 1. UpON INIqAL DESIGN VISIT PHYSICAL VERIFICATION OF EXISTING INTERNAL STEEPLE WOOD sTRUCTURE WAS NOT POSSIBLE. EXACT HEIGHTS OF SPRINT PCS ANTENNAS TO BE VERIFIED AT TIME OF CONSTRUCTION. ANTENNAS WILL BE PLACED AT THE MAXIMUM HEIGHT THAT CAN BE ACHIEVED. 2. ARCHITECT MUST BE NOTIFIED PRIOR TO INSTALLATION OF ANTENNAS NEW SPRINT PCS SECTOR ANTENNAS TYP. OF 3 SECTORS SEE DETAIL 5/A5 ~ OF ANTENNAS NEW FIBERGLASS PANEL SECTION (FROM 6" ABOVE UPPER ANTENNA TO 6" BELOW LOWER ANTENNA) · EACH SECTOR ANTENNAS (~YP. OF B) SEE FIBERGLASS DWGS., SEE DETAIL 6/A5 ~ OF ANTENNAS BASE OF STEEPLE BASE Of BELL TOUR EXISTING ORIENT% CONGREGA~ONAL CHURCH I I I I J I EAST ELEVATION SCALE: 1/8"=1'-0" ~ZZZZZZ_-ZZZZZZ-ZZZZZZZZ_-ZZZZZ_-ZZZZZZZZZZZ_-Z_ZZZZZZEZZZ_Z~ZZZ--ZZZtq i I 0 5 10 15 20 25 FEET NOTE1 1. UPON INITIAL DESIGN VISIT PHYSICAL VERIFICATION OF EXISTING INTERNAL STEEPLE WOOD STRUCTURE WAS NOT POSSIBLE. EXACT HEIGHTS OF SPRINT PCS ANTENNAS TO BE VERIFIED AT 3]ME OF CONSTRUCTION. ANTENNAS WiLL BE PLACED AT THE MAXIMUM HEIGHT THAT CAN BE ACHIEVED. 2. ARCHITECT MUST BE NOTIFIED PRIOR TO INSTALLATION OF ANTENNAS NEW SPRINT PCS COAX CABLES ABOVE EXISTING CHURCH ATTIC SEE DRA~NG AB.l FOR CABLE ROUTING PLAN NEW SPRINT PCS COAX CABLES RUN UP IN EXISTING CLOSET NEW SPRINT PCS UNDERGROUND COAX CABLES IN CONDUIT FROM EXISTING ACCESSORY STRUCTURE TO EXIS~NG CHURCH. SEE DETAILS 2 & 4/A7 -EXISTING ACCESSORY STRUCTURE MOUNTED TO SIDE OF EXISTING ACCESSORY STRUCTURE SEE DETAIL 7/A7 PCS COAX CABLES FROM EQUIPMENT SPACE TO UNDERGROUND CONDUIT PCS EQUIPMENT SPACE SEE SHEET A6 GRADE NOTE: 1. UPON INITIAL DESIGN VISIT PHYSICAL VERIFICATION OF EXISTING INTERNAL STEEPLE WOOD STRUCTURE WAS NOT POSSIBLE. EXACT HEIGHTS OF SPRINT PCS ANTENNAS TO BE VERIFIED AT TIME OF CONSTRUCTION. ANTENNAS WILL BE PLACED AT THE MAXIMUM HEIGHT THAT CAN BE ACHIEVED. 2. ARCHITECT MUST BE NOTIFIED PRIOR TO INSTALLATION OF ANTENNAS l:XISTING WOOD S UCTURE · 13' NEW SPRINT PCS GAMMA 240" SECTOR ANTENNAS (TYP. OF 2) SEE DETAIL 4/A5 LINE OF EXIS~NG BELL TOWER BELOW TRUE NORTH STEEP LE./A N TEN N A SCALE: 1/4"--1'-0" PLAN NN STEEPLE SEE DETAIL 4/A5 II PROWBE NEW FIBERGLASS PANEL SECTION (FROM 6" ABOVE UPPER ANTENNA TO 6" BELOW LOWER ANTENNA) · EACH ANTENNA LOCATION (TYP. FOR 5 SECTORS) NEW 6"X4"X12"X1/4'* BENT STEEL PLATE BOLTED TO EXISTING WOOD STRUCTURE W/ 1/2" LAG SCREWS NEW SPRINT PCS BETA 150' SECTOR ANTENNAS (TYP. OF 2) SEE DETAIL 4/A5 2.75" TOP VIEW EMS WIRELESS OPTIFILL DUAL-POL ANTENNA MODEL RR651500DIPL2 WI~ MECHANICAL DOWNTILT KIT MODEL MTG-DIO-IO ,I,VI,' 2.75" / B" .¢ SIDE VIEW REAR VIEW 4 ANTENNA DETAIL SCALE: 1/2"--1'-0" NOTE: 1. UPON INITIAL DESIGN VISIT PHYSICAL VERIFICATION OF EXlSIlNG INTERNAL STEEPLE WOOD STRUCTURE WAS NOT POSSIBLE. EXACT HEIGHTS OF SPRINT PCS ANTENNAS TO BE VERIFIED AT TiME OF CONSTRUCTION. ANTENNAS WILL BE PLACED AT THE MAXIMUM HEIGHT THAT CAN BE ACHIEVED, 2. ARCHITECT MUST BE NOTIFIED PRIOR TO INSTALLATION OF ANTENNAS ;TING CROSS BRACING ABOVE 13' NEW 2 t/2"¢ PiPE 3'-6" LONG TYP NEW 1/2" U-BOLTS TYP. OF 4 PER CONNECTION SPRINT PCS SECTOR ANTENNAS SEE DETAIL 4/A5 NEW 6"X4"X12"X1 STEEL PLATE BOLTED TO EXISTING WOOD STRUCTURE W/ 1/2" LAG SCREWS WOOD STRUCTURE ~ 13'-O"ABOVE STEEPLE FLOOR ANTENNA MOUNTING DETAIL SCALE: 1/4"=1'-0" ENLARGED ANTENNA MOUNTING DETAIL SCALE: ~/4"=1'-0" PANEL SEC~ON (FROM 6" ABOVE UPPER ANTENNA TO 6" BELOW LOWER ANTENNA) @ EACH ANTENNA LOCATION (TYP. FOR 3 SECTORS), SEE DETAIL 6/A5 1/2" LAG SCREWS TYP. OF 2 PER CONNEC~ON WOOD BLOCKING AT 15'~ ABOVE STEEPLE FLOOR TO ALLOW ANTENNA MOUNTING BRACKET WOOD BEAM /2" ¢ GALV. STEEL PIPE S U C OF I LLATION: PRIOR TO EACH PHASE THROUGHOUT DISASSEMBLY AND INSTALLATION OF REPLACEMENT PANELS, THE STEEPLE IS TO BE PHOTOGRAPHICALLY DOCUMENTED WITH COPIES SUBMI~FED TO THE NYS SHPO. THE NYS SHPO IS TO BE NOTIFIED PRIOR TO START OF WORK. MARK AND NUMBER EACH INDIVIDUAL SHINGLE PIECE AND CREATE A MATCHING DIAGRAM FOR REASSEMBLY PURPOSES. DISASSEMBLE CAREFULLY. NOTE THICKNESSES OF EXISTING SHINGLES AND SHEATHING IN ORDER TO CREATE APPROPRIATE THICKNESS OF REPLACEMENT PANELS. BE SURE PIECES ARE NUMBERED AND CRATED APPROPRIATELY FOR TRANSPORTATION. REASSEMBLE CAREFULLY IN SHOP. CREATE MOLD AS NECESSARY FOR NEW PANELS. NUMBER, STORE AND CRATE THE EXISTING PIECES IN A WOODEN BOX WITH COVER AND MARKED FOR CONTENTS. BOX AND REASSEMBLY DIAGRAM SHALL BE GIVEN TO THE ORIENT CHURCH FOR STORAGE AT THE CHURCH. CREATE FIBERGLASS REPLICA FOR EACH OF THE THREE PANEL PORTIONS. INSTALL FIBERGLASS PIECE WITH STEP FLASHING AT VERTICAL SEAMS. FLASHING TO BE NEW 16 OZ COPPER STEP FLASHING. APPLY APPROVED URETHANE SEALANT ALONG VERTICAL SEAMS PER MANUFACTURER'S RECOMMENDATIONS. REPAINT ENTIRE STEEPLE WITH APPROVED PAINT PER MANUFACTURER'S RECOMMENDATIONS. SHOP DRAWING REVIEW WILL BE REQUIRED. STEEPLE PANEL REPLACEMENT SEQUENCING SCALE: NONE llerbst Musciano · CONG. Sprint PCS EDWARD H. HERBST, RA, PP DAm: pp DATE: 2.3045 MAIN RGAD Architects/Planners 240 CEDAR KNOLLS ROAD SUITE 209 CEDAR KNOLLS, NJ 07927 TELEPHONE 973-5~8-~815 FAX 975-558-4095 NJ RA C-5177 NJ RA RA 15~17 ORIENT,NY 11957 NJ PP S387 NJ PP RA 14044 PA RA 011184-B NY RA ~1 RA 2050 SECTION 018 BLOCK 02 ct RA OHIO RA 10925 VA RA 825¢ DC RA 6052 LOT 022.001 MA RA 10131 MB RA 11039 INDOOR EQUIPMENT AND ANTENNAS SITE NO. NY53XC678B 4 07.17.02 FOR REVIEW 7 03.18.03 FOR PERMITS 6 08.16.02 FOR CHURCH APPROVAL 5 07.24.02 FOR CHURCH APPROVAL NO.: DATE: R:EVISIONS~ SCALE: PROJECT ~ANAOER: DRAWN BY: AS NOTEDdWS MdL CROSSROADS CORPORATE CENTER 1 INTERNATIONAL BLVD. SUITE 800 MAHWAH, Nd 07495 ANTENNA PLAN & ELEVATIONS REVISION JOB No. DRAWING NUMBER DATE: S678 S6780A05 03.27.02 EXISTING STAIRS TO BASEMENT EXISTING ACCESSORY- STRUCTURE EXISTING HVAC UNIT TO REMAIN NEW SPRINT PCS EQUIPMENT CABINETS. SEE DETAIL 2/A6 EXISTING SANITARY LINE NEW ~'-~" HIGH ARBOR~TAE AT 4-0 O.C, AROUND NEW SPRINT PCS CONDENSER, SEE DETAIL 5/A3 NEW CONDENSER UNIT MOUNTED ON NEW CONCRETE PAD SEE DE1AIL 6/A7 NEW SPRINT PCS 6" CONDUITS UNDERGROUND FROM EXISTING ACCESSORY BUILDING TO EXISTING CHURCH SEE DETAILS z~A/A6 & 2,4/A7 EQUIPMENT ROOM PLAN SCALE: 1/4"=1'-0" NEW SPRINT PCS GPS UNIT MOUNTED TO EXISTING ACCESSORY STRUCTURE SEE DETAIL 7/A7 EXISTING ACCESSORY ON CENTER LINE OF EXISTING GIRDER 5'-0" ACCESS DOOR SEE DOOR JAMB DET.A~L 7/A6 CLEAR SPRINT PCS 12" coax CABLE LADDER, SEE DETAil 3/A6. NOTE: AlL PENETRATIONS: SHALL BE SEALED 0 5 10 i5 20 2!5 FEET GRADE CORE DRILL ALL CONDUIT - PENETRATIONS AND SEAL SEE DETAIL 1/E3 NEW SPRINT PCS PRIMARY-- MODULAR CELL CABINET NEW SPRINT PCS DROWR4 CABINETS SEE DETAIL 2/A6 --NEW SPRINT PCS CABLE LADDER. SEE DETAILS 1,2&5/AB ~I~NI PCS EQUIPMENT ROOM ISOMETRIC L TOP RUNNER TO EXISTING WD. JOIST ~TH HILTI X-ZF PINS 0.145" DIA. AND 7/8" LONG. SPACED 24" O.C. EXIST'G WOOD JOIST 2" MINERAL FIBER BATTS -- NEW (2) LAYERS 1/2" GYP. BD, TYPE X ON EACH SIDE W/ 3 5/8" MTL STUDS @ 16" O,C, FASTEN BO'% RUNNER TO CONG. SLAB WITH HILTI X-ZF PINS 0.145" AND 7/8" ILONG. SPACED 24" O.C. --FIN. FLOOR /I PARTITION "A" DETAIL SCALE: 1":1'-0" NEW CABLE TRAY MOUNTED 7'-0" ABOVE SLAB PARTITION "B" DETAIL NOTE: SLOPE NEW BP! CONDUITS FRO~ 6" BELOW GPA4 CORE DRILL TH EXISTING MASC~ SEE DETAIL 1/~1 ~ 1/16" 2'-2 5/4" ~ :[ 2'-2 BI4" ~ FUTURE BATTERY BATTERY CABINET I I CABINET 9/16'~Xl 1/4" SLOTTED HOLE FOR 1/2" BOLT (TYP,) FUTURE FUTURE [MODULAR CELL I I MODULAR CELL I I MODULAR CELL CABINET #1 CABINET #2 I CABINET #3 ~ k ¢_WB @ 3 3/4" / I ~L3x3xl/4 COPE AS REQ'D (TYP) (NS & FS) SECTION "C" ~ W§ ~ff:~5/8 ¢ BOLT '~@ 18" o/c 3 SIDES> ~ ' ~ 3/8" GUSSET ATTACH PLATE TI BEAM WITH WIRE AS REQ'D FOR SHIPPING SECTION 9/16"¢ HOLE FOR 1/2"~ BOLT CENTERED ON PLATE ~ 1/4x2xO'~7' -- ' ' SECTION "A" SLOTTED HOLE CABINET MOUNTING DETAIL SCALE: 1/2"--1'-0" NOTE: CENTER ALL EQUIPMENT ON CENTER LINE OF STEEL BEA~M NOTES: 1. ALL STEEL WORK SHALL BE HOT DIPPED GALVANIZED AFTER FABRICA~ON AND iN ACCORDANCE WITH THE SPECIFICATION ASTM A36 UNLESS OTHERWISE NOTED. 2. ALL WELDING SHALL BE DONE USING 570XX ELECTRODES AND WELDING SHALL CONFORM TO AiSC AND AWS O1.1. WHERE FILLET WELDS SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION", gTH. EDITION. AT THE COMPLETION OF WELDING, ALL DAMAGE TO GALVANIZED COA~NG SHALL BE REPAIRED. 3. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED ASTM A325 BOLTS (3/4" DIA) AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. 4. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. GALVANIZED ASTM A 307 BOLTS UNLESS NOTED OTHERWISE OR WHERE USED. 5. CONCRETE EXPANSION ANCHORS AND EPOXY ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. SPECIAL INSPECTIONS, REQUIRED BY GOVERNING CODES, SHALL BE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. MANUFACTURER'S MINIMUM CONCRETE EDGE DISTANCE SHALL BE MAINTAINED DURING INSTALLATION, ATTIC 4'-0" TYP. CONGREGATIONAL AREA {~) PIO00 UNISTRUT (~) 1/2" THREADED ROD WITH NUTS AND WASHERS BOLTED @ 4'-0" O.C. INTO NEW 2X8 WOOD BEAMS (~ EXISTING CEILING JOIST CONDUIT/ COAX WITH 1/2" INSULATION TO BE CLAMPED WITH FLEXIBLE ELASTOMEX CUSHION AS MANUFACTURED BY UNISTRUT, BI-LINE OR EQUAL. (~ NEW 3/4" PLYWOOD SCREWED DOWN TO NEW 2XB WOOD BEAMS ~) NEW 2X8 WOOD BEAMS VERIFY LENGTHS IN FIELD (~) NEW 2X8 SOLID BLOCKING @ 4'-0" COAX CABLE SUPPORT @ CEILING SCALE: 3/4":1'-0" 7 5/8" DOOR HEAD aa JAMB DETAIL SCALE: 1"=1'-0" 'H.M, FRAME (2} 20 GAUGE METAL STUDS (TYP.) GYPSUM BOARD 2" MINERAL FIBER Herbst. Musciano *""*'°°' CONG. CHURCH Sprint PCS EDWARD H. HERBST, PA, PP ~A~E:pp ~A~: 25045 MAIN ROAD Architects/Planners 240 CEDAR KNOLLS R~AD SUITE 209 CEDAR KNOLLS, NJ 07927 TELEPHONE 975-538-5815 FAX 975-558-4095 NJ RA C-5177 NJ RA RA 154'17 ORIENT,NY 11957 NJ PR 3387 NJ PP RA 14044 NY RA RA 203¢ SECTION 018 BLOCK 02 PA RA 011184-8 CT RA 7547 OHIO RA 1(0925 VA RA 8254 DC RA 60552 LOT 022.001 MA RA 10131 MD RA 110)39 INDOOR EQUIPMENT AND ANTENNAS SITE NO. NY55XC678B 8 03,1803 7 08.16.02 6 08.02.02 FOR PERMITS FOR CHURCH APPROVAL FOR REVIEW FOR CHURCH APPROVAL 5 07.24.02 NOra: DATE: REVISIONS CROSSROADS CORPORATE 1 INTERNATIONAL BLVD. St_ MAHWAH, NJ 0749~ DRAWING NUMBER DATE: S6780A06 05.27.02 SCALE: PROJJECT MANAGER: DRAWN BY: JOB No, AS NOTED JJWS MJL S678 EQUIPMENT PLAN & D sEHXifl Si~GS ~ GPS UNIT ~-(SUPPLIED BY LUCENT) FINISHED GRADE OR NEW HOT MIX ASPHALT SURFACE COAT OR CONCRETE PAVEMENT TO MATCH EXISTING ,' CONDITIONS WHERE APPLICABLE 6"~ TACK COAT IN~ 6" TRENCH TRENCH SAW CUT~ M~. AS,~HALT2 (MIN.)PAVEMENTAsPHALT __ 0 PIPE CONNECTOR SLOPE TO SUIT -- '~ ~ UTILITY WARNING TAPE '= , ±III ~ r-~ ~lJ[~BACKFILL (SANDOR NATIVESOIL) BAONF, LLPEBEAB*WORN-- _ i i? , PE,REARTHWORNSPECIE'DATIONS. I SPEGIFICA~ONS ~ ~ ~ ~ ~ ~ ~ o ~= j~ -- : ~_ COINDUITS SCHEDULE 40 ~ ~) ~ ~/~ PLA~ ' 6" FASCIA BOARD ~ ~1/2"¢ COAX CABLE MINIMUM BENDING RADIOS PER BEDDt SPECIFICATIONS J 6" SEE DETAIL 1/A7/ MANUFACTURER'S STANDARD ~ENCH AS , ~ SHOWN ON PLANS - FOR CONDUITS PRO'DE PROPER BENDING RADIUS FOR CONDUITS/ ~BENT PLA~ PROVIDE PROPER AS REQUIRED BY ~E COAXtA~ CABLE MFR. AS REQUIRED BY ~E COAXIAL CABLE MFR. J 1 TYPICAL TRENCH DETAIL 2 COAX ANTENNA BURIED CONDUIT 3 ELECTRICAL AND TELCO BURIED CONDUIT . N.T.S. N.T.S. SEE PLAN FOR LOCA~ON , PLAN ~-~/~ : ~ ~ 7/16" x 7/8" SLOTTED HOLE FOR ~ --' ~ ' TO ALLOW · 2' ~LT/ADJUSTMENT TO FINISHED GRADE, AC PAVING MATCH Z CONCRETE CURB ~;'~ 1/2" PREMOLDED FILLER ~ 1 ~11 ~lll~ ~ ~I~ND,S~.E~ w/SEALERAT TOP BILL OF MATERIALS 57~ ~ :.1 I~i= ~ ,~M~ DESCRIPTION OUANTl~(each) ~ DIMENSION TO BE ~ ~?~ .... ANTE"NA CABLES (4) 6" PVC ~ o '~ - ~ ~ BENT .LATE 1 ~ J ~H~ ~ ENCASED IN CONCRE~ ~ ~ .o ~ ,o "~ " ~ '" r %~;--~- IJ~'~_~j= ~l~ ~Zz,~lji~ 4-UNDER ASPHALT AREA ONLY,4 CONT. ~~Jl~¢~~ ~ ~~ '4 ~ 12" O'C' EACH WAY ~ ~4~6'' ~ICK CRUSH STONE-- ~ AND1/2,,STD' U-BOLT FOR 2"0 PIPE W/ DOUBLE HEX NUTS iWASHER,LAG SCREwsGALV'w/WASHERS 22 1.. ~E ELEVA~ON AND LOCA~ON OF ~E GPS ANTENNA SHALL BE IN ACCORDANCE ~TH THE FINAL RF 4" CRUSHED STONE REPORT. PROVIDE PROPER BEND[N~ RADIUS FOR CONDUITS GALVANIZED STEEL OR STAINLESS STEEL PIPE. THE PIPE MUST NOT BE THREADED AT THE ANTENNA MOUNT END. ~E PIPE SHALL BE CUT TO THE REQUIRED LENGTH (MINIMUM OF 18 INCHES) USIN~ A AS REQUIRED BY THE COAXIAL CABLE MFR. FIL HAND OR ROTARY PIPE CUTTER TO ASSURE A SMO0~ AND PERPENDICULAR CUT. A HACK SAW SHALL NOT BE USED. THE CUT PIPE END SHALL BE DEBURRED AND SMO0~ IN ORDER TO SEAL AGAINST THE NEOPRENE GASKET A~ACHED TO THE ANTENNA MOUNT. 3i. THE ~OUNTING PLA~ SHALL BE FABRICATED AS SHO~ AND A~ACHED TO THE APPROPRIATE SUPPORT S~UCTURE USING U-BOLTS. ~E SUPPORT PIPE SHALL ~EN BE ATTACHED TO THE MOUNTING PLA~ USIN~ THE O~RSIZE U-BOLTS PRODDED TO ALLOW ADJUSTMENT. IT IS CRITICAL ~AT THE GPS AN~NNA iS MOUN~D SUCH ~A'T IT IS WI~IN 2 DEGREES OF VER~CAL AND THF ~ COAX DUCT BANK ~ ASPHALT PAVING DETAIL ~ N.T,sCONCRETE PAD DETAIL 7 CPSN.T.S. UNIT DETAIL EDWARD H. HERBST, RA, PP DAR: GAR1/,:/ ~'~* ''':~''/-~ 23045 MAIN ROAD ~ 6 08.16.02 FOR CHURCH APPROVAL MAHWAH, NJ 07495 ~4o CEDAR KNOLLS ROAD .,,, ~s~ ~, ~ ~o~,~P4~A ~0~ ORIENT, NY ~957 5 0724.02 FO~ CHURCH APPROVAL ~ ~ ~ INDOOR EQUIPMENT AND ANTENNAS DETAILS sUiTE 2o~ ,,,, om~-~ NY RA ~S~s~,~%A 205O SECTION 018 ~LOCK 02 ~0.: DATE: REVISIONS CT RA ' ~OHIO RA 10925 CEDAR KNOLLS, NJ 07927 VA R* a~54 ~C R* eosa LOT 022.001 SITE NO. NY33XC678B SCALE: PROJEOT ~A~AOER: DRAWN BY: JOB No. DRAWINg NUMBER DATE: REVISION TELEPHONE 975-558-5815 ~A RA 10151 MD RA 11059 FAX 975-55a-4095 AS NOTED dWg MJL S678 S6780A07 03.27.02 BILL OF MATERIALS QUANTITY ITEM# DESCRIPTION (each) (~ I~1/4"¢ sch. 40 x 18" LG. LIN SS OR GALV. PIPE 1 (~) BENT PLATE 1/~t x 7" x 19" LG, GALV.(A-36) 1 (~) STD. U-BOLT FOR 2"¢ PIPE W/ DOUBLE HEX NUTS 2 AND WASHER, GALV. (~) 1/2" LAG SCREWS W/WASHERS 2 1 CABLE LADDER JOINT CLEAN TO BARE METAL AND THRU BOLT. USE CABLE TRAY GROUND KIT WITH 6" LONG STRAP. (DBL. LUG) BONDING CLEAN TO BARE -- METAL AND THRU BOLT, USE CABLE TRAY GROUND KIT WITH 6" LONG STRAP, (DBL. LUG) DETAILS ALL JOINING SECTIONS AND SPLICES OF CONDUCTIVE CABLE TRAY SHALL BE BONDED TOGETHER TO ASSURE ELECTRICAL CONDUC~VITY. BONDING IS REQUIRED ONLY ON ONE SIDE. SEE DETAIL 1/AB #2 TO MSGB j ~A~ N (TYPICAL) CORNER BRACE NEWTON MD#A-2282 AND RELATED HARDWARE 14-1/2" CABLE LADDER JOINT DETAIL SCALE: 1"=1'-0" NOTE: USE MASONRY EXPANSION ANCHORS TO ANCHOR CABLE LADDER TO MASONRY WALLS. FASTEN TO METAL STUDS @ GYP. BOARD WALLS. 1/2" THREADED ROD AND HANGERS 2EA REQUIRED FOR EVERY 5 RUNNING FT OF CABLE LADDER UP TO PS 200 POWER STRUT INTO PS RS 1/2" POWER STRUT NUT W/NEWTON JAMB WASHER ~ NEWTON JAMB NUT 9" O.C. L SPLICE CLAMP 2 EA 2012 CABLE LADDER MODEL #2003 "B" SERIES CABLE BRKT A6565 FOR GROUND WIRE ROU~NG (SEE ELECTRICAL DWC.S FOR GROUND WIRE LOCATIONS) CABLE LADDER SCALE: 1"=1'-0" ASSEMBLY DETAIL AUX FRAMING CHANNEL 1002-3 (FIELD CUT) FOR SIDE BRACE "J" BOLTS 2 REQ EA 2044 END WALL ANCHOR 3033-4 NEWTON ANGLE LENGTH DETERMINED BY SIZE OF CABLE LADDER -- CORNER CLAMP JUNCTION NIT 2014 ~CABLE LADDER 4 EA A 2152 45' CLAMP 4 EA 3017 4 BOLTS 4 EA 3014-6 NUTS 4 EA A2151 EDGE CLAMP ELEVATION TRANSITION CABLE LADDER 1. THE PLAN ILLUSTRATES THE LAYOUT OF A SINGLE ~ER CABLE LADDER LAYOUT~ EXCEPT AS SPECIFICALLY SHOWN OTHERWISE, THE CABLE LADDER SHALL BE NEWTON MD#2005-21 2. SEE GENERAL NOTES FOR HARDWARE NOTES. SHEET A2. 3. CABLE LADDER PLAN DIMENSIONS SHALL BE COORDINATED WITH FIELD ENGINEER TO ENSURE PROPER RELATIONSHIP W/ EQUIPMENT LINEUPS. EDGE OF CABLE LADDER OVER EQUIPMENT LINEUPS SHALL BE SET 2" PAST CENTERLINE OF EQUIPMENT. SEE SHEET AG. NO HAMMERING IS ALLOWED WITHIN THE CHURCH. ALL ATTACHMENTS SHALL BE MADE WITH SCREWS. ATTIC 2'5'L~YP' /, CONGREGATIONAL AREA (~ PLO00 UNISTRUT 1/2" THREADED ROD WITH NUTS AND WASHERS BOLTED @ 4'-0" O.C. INTO NEW 2X8 WOOD BEAMS EXISTING CEILING JOIST ~L CONDUIT/ COAX WiTH 1/2" INSULATION TO BE CLAMPED WiTH EXIBLE ELASTOMEX CUSHION AS MANUFACTURED BY UNISTRUT, BI-LINE OR EQUAL. {~) NEW 3/4" PLYWOOD SCREWED DOWN TO NEW 2X8 WOOD BEAMS I~) NEW 2X4 WOOD EDGING VERIFY LENGTHS IN FIELD (~) NEW 2X8 SOLID BLOCKING @ 4'-0" O.C. (~ NEW 2X8 SCREWED TO EXISTING CEILING JOIST. /1 COAX CABLE SUPPORT @ CEILING SCALE: 3/4"=1'-0" Architects/Planners llerbst · Musciano ,200 CONG. CHURCH SprintPCS EDWARD H. HERBST, RA, PP DATE: CAR A, PP DA~E: 250~-5 MAIN ROAD NJ RA C-5177 NJ RA rEXAS RA 15417 ORIENT,NY 11957 Nd PP 3387 NJ PP FL RA 14044 PA RA 011184-8 NY RA 02' RI RA 2050 SECTION 018 BLOCK 02 CT RA 7547 OHIO RA 10925 VA RA 8254 DC mA 6052 LOT 022.001 MA RA 10151 MD RA 11059 INDOOR EQUIPMENT AND ANTENNAS SITE NO, NY33XC678B 240 CEDAR KNOLLS ROAD SUITE 209 CEDAR KNOLLS, NJ 07927 TELEPHONE 975-538-3815 FAX 973-558-4095 JOIST EXISTING SLAB W?~TH CARPETING 5 EXISTING NOTE: PLO00 UNISTRUT 1/2" THREADED ROD WITH HUTS AND WASHERS. EXISTING CEILING JOIST, MASONRY WALL OR STUD WALL I~LE CONDUIT/ COAX WiTH t/2" INSULATION TO BE CLAMPED XIBLE ELASTOMEX CUSFilON AS MANUFACTURED BY UNISTRU' BI-UNE OR EQUAL. (~ NEW SPRINT PCS 6" PVC COAX CABLE CONDUIT TYPICAL OF 4. ROLL CARPET BACK AND CUT TO EDGE OF NEW OPENING Al" ~ROUT AROUND NEW SPRINT PCS CONDUITS CONDUITS. MATCH BASE MOLDING AND CEILING MOLDING TO EXISTING. (~NEW 1X3 STUDS. (~NEW 5/8" GYP BOARD SCREWED TO STUDS. PAINT TO MAT~ ISlING ADJACENT SURFACES. COAX CABLE SUPPORT @ CHUR( SCALE: 3/4"=1'-0" 4 07.17.02 7 03.18.03 4) 08.16.02 FOR REVIEW FOR PERMITS FOR CHURCH APPROVAL CROSSROADS C 1 INTERNATION,~ M A H WAI- 5 07.24.02 NO.: DATE: FOR CHURCH APPROVAL REVISIONS CABLE L, SCALE: PROJECT MA'4AGER: DRAWN BY: JOB No. DRAWING NUMBER AS NOTED JWS MJL S678 S6780A08 EXISTING EW SPRINT PCS 6" PVC CONDUITS FROM EXISTING BASEMENT TO EQUIPMENT ROOM tN EXISTING ACCESSORY STRUCTORE CLOSET ABOVE DN EXISTING STORAGE AREA EXISTING BOILER ROOM EXISTING LAVATORY FACiLITiES EXISTING BASEMENT 0 5 10 15 20 25 FEET '1 CABLE ROUTING PLAN @ BASEMENT LEVEL SCALE: 1/8"--1'-0" EXISTING STAIRWAY 2 SPRINT PCS COAX CABLES IN EXISTING CHURCH CLOSET. SEE DETAIL 5/A8 CLOSET EXISTING ALTER EXISTING MAiN CONGREGATION AREA VESTIBULE CABLE ROUTING PLAN @ MAIN LEVEL SCALE: 1/8"=1'-0" NOTES: 1. NO HAMMERING IS ALLOWED WITHIN THE CHURCH, ALL ATTACHMENTS SHALL BE MADE WITH SCREWS. 2. ALL BOX CUTS FOR COAX CABLES SHALL BE PAtNTED TO MATCH ADJACENT WALL SURFACES, 5. THERE SHALL BE NO WELDING WITHIN THE CHURCH· EXI TING ALTAR ATTIC SPACE PCS COAX CABLES IN EXIS~NG CHURCH CLOSET, SEE DETAIL 5/AB EXISTINO CLOSET BELOW EXISTING MAIN ATTIC SPACE STRUCTURAL_ NEW SPRINT WALKWAY ACROSS EXISTING MAIN ATTIC SPACE NEW SPRINT ANTENNA CC CABLE, SEE ,*/AB EXISTING ATTIC HATCH EXISTING LADDER TO BELL TOWER ABOVE ;PRINT PCS ANTENNA COAX CABLE. SEE DETAIL 4/AB CABLE ROUTING PLAN @ ATTIC LEVEL SCALE: 1/B"=1'-0'" EXISTING BE L~O~WER LINE OF EXISTING STEEF ABOVE WALL SPRINT PCS ANTENNA COAX DETAIL OF EXISTING CHURCH BELOW EXISqNG BELL TOWER -- ACCESS HATCH BELL -- EXISTING EXHAUST FAN 4 CABLE ROUTING PLAN @ BELL TOWER LEVEL SCALE: 1/8"=1'-0'" ,9,00, CONG. CHURCH Sprint PCS EDWARD H. HERBST, RA, PP DATE: GARY pp DA~: 25045 MAIN ROAD Architects/Planners 240 CEDAR KNOLLS ROAD SUITE 209 CEDAR KNOLLS, NJ 07927 TELEPHONE 975-538-5815 FAX 975-558-4095 NJ RA C-5177 NJ RA RA ~54~7 ORIENT, NY 11957 NJ PP 3587 NJ PP 45 RA 14044 PA RA 011184-a NY RA 021' 21 RA 2050 SECTION 018 BLOCK 02 CT RA 7547 OHIO RA 10925 VA RA 8254 DC RA BOSZ LOT 022.001 MA RA 10151 MD RA 11059 INDOOR EQUIPMENT AND ANTENNAS SITE NO. NY35XC678B 4 03.18.03 FOR PERMITS 3 08.1602 FOR CHURCH APPROVAL 2 07.24.02 FOR CHURCH APPROVAL CROSSROADS C 1 INTERNATIONA, MAHWAH 1 07.17.02 FOR REVIEW NO.: DATE: REVISIONS ~ SCALE: PROJECT MANAGER: DRAWN BY: AS NOTEDJWS MA JOB No. S678 CABLE RE DRAWING NUMBER S6780A8.1 SECTOR ANTENNA COLOR ANTENNA COLOR ALPHA 60' RR65-15-OODPL2 yBW/YOW RR65-15-OODPL2 YOO/YBO BETA 150" ~R65-15-OODPL2 RBW/ROW RR65-15-OODPL2 ROO/RBO GAMMA 240' RR65-15-OODPL2 OBW/OOW ~R65-15-OODPL2 GOO/GDO (TYP.) G (TYP.)G (TYP.)G GROUNDING KIT (TYPO SEE DETAIL 513A/E3 (TYP.)G (TYP.) G TXO/TX1/RXO RX1 AT CEILING GROUND BAR --t oRou.~ .AR t I GROUND ROD (TYP.) G (TYP.) G (TYP.)G PRIMARY RADIO CABINET NOTE: ITEM DESCRIPTION QTY. ANTENNA SECTOR 60', 150', 240" G EMS WIRELESS MODEL RR65-15-OODPL2 5 WITH MECHANICAL DOWNTILT BRACKET MODEL # MTGDIO-20 ALL THIRD PARTY MATERIAL DESCRIBED ABOVE WILL BE PROVIDED BY OWNER ITEM ® ® DESCRIPTION ANTENNA JUMPER CABLEWAVE PREMIUM DIN-M TO DIN-M ,5FT. PART No. 815396-003P ANTENNA CONNECTOR CABLEWAVE DIN F 1-5/8" CONNECTOR. PART No. 754756 ANTENNA COAX CABLEWAVE 1-5/8" DIA. COAX PART No. 810920-001 COAX GROUND KIT CABLEWAVE 1-5/8" DIA. GROUND KITS PART No. 921252-158 ANTENNA JUMPER CABLEWAVE SUPERFLEX-PREMIUM DIN-M TO DIN-MALE lOFT. PART No. 826052-010P CPS UNIT AND KIT 'URNISHED BY LUCENT CPS CONNECTOR CABLEWAVE N-MALE 1/2" CONNECTOR. PART No. 734805 A OPS COAX CABLEWAVE 1/2" DIA. COAX PART No. 810918-001 QTY. 12 12 ,CPS CONNECTOR CABLEWAVE SUPER FLEXIBLE DIN-MALE 1/2" CONNECTOR PART No. 754852 12@225' = 2,7¢0FT 2.4 12 1 1 45 FT COAX GROUND KIT CABLEWAVE 1/2" 2 GROUND KITS aART No. 921252-012 1 THIRD PARTY BILL OF MATERIALS AZIMUTH 60' DOWN TILT=O AZIMUTH 150" DOWN TILT=O AZIMUTH 240' DOWN TILT=O CPS UNIT COAX LENGTH (FT) * COAX LENGTH (FT) * COAX LENGTH (FT) * COAX LENGTH CABLE (FT) * FROM/TO CABLE CABLE CABLE TYPE/ TYPE/SIZE TXO/TX1/RXO RXl TYPE/SIZE TXO/TX1/RXO RXl TYPE/SIZE TXO/TX1/RXO RX1 SIZE CPS ANTENNA TO FLC158-50J FLC158-50J FLC158-50d FLCl 2-50J BRIDGE 1-5/8" 225 225' 1-5/8" 225' 225' 1-5/8" 225' 225' t/2" 45' COVER 810920-001 810920-001 810920-001 810918-001 ANTENNA CABLE S-FLC12 S-FLC12 S-FLC12 BRIDGE COVER 10 10 1/2" 10 10 N/A N/A TO PRIMARY 1/2" 10 10 1/2" RADIO CABINET 826052-010P 826052-010P 826032-010P ANTENNA CABLE SCHEDULE ESTIMAllED LENGTHS FROM AVAILABLE iNFORMATION. FIELD ENDINEER TO UPDATE ON AS-BUILT DRAWINGS ** PRON4DE MECHANICAL DOWN TILT BRACKET SPRINT PCS INTERIOR LEASE AREA 12" RCS CONDUIT FROM PPC TELCO SIDE TO 8TS RADIO CABINET #22 (t-l) 6 W? DRAOLiNES PRIMARY RADIO CABINET ACCA 1 ~5 #2 AW® & 1-#8 AW® ®ND IN 1-1/4" PVC CONDUIT NEW PVC RUN TO CABINET 6 PR #22 (T-l) ~ PR #24 (pOTS W/ DRAGLlflES) EXISTING POLE @ STREET NEW 200AMP ELECTRICAL SERVICE FROM EXISTING POLE. VERIFY WITH UPA TELEPHONE PANEL LIGHTS POWER PANEL NEW 200 AMP METER, MOUNTED NEXT TO EXISTING METER NEW 200 AMP DISCONNECT ELECTRICAL SUPPLY 3 # 3/0 AND 1 # 6 GROUND IN 2" CONDUIT 2 #12 AW® ~ #12 ®ND, 1/2" EMT POWER CABINET POWER &: TELCO RISER DIAGRAM PPC MINI 8/'( OTHERS SEE NOTE 5 ~ERAL~ 1. SERVICE POWER SHALL BE 240VAC, 800A, 1¢, 5W OR 208VAC, 800A, 1¢, 5W. 2. A 200AMP METER BASE SHALL BE iNSTALLED THE VOLTAGE SERVICE. CONSULT UTILITY COMPANY FOR VOLTAGE SERVICE AVAILABILITY. AN[:) LOCATION OF METER. 3. POWER & TELEPHONE CONDUIT SHALL BE PROVIDED BY OTHERS. 4. POWER AND TELEPHONE SERVICE SHALL BE PROVIDED BY RESPECTIVE UTILITY COMPANIES TO POLE. UNDERGROUND SERVICE ON PROPERTY BY CONTRACTOR. ,5. FOR COMPLETE INTERNAL WIRING AND ARRANGEMENT REFER TO VENDOR PRINTS PROVIDED BY PPG MANUFACTURER. 6.TELCO CONDUIT TO BE INSTALLED TO ACCOMMODATE THE FUTURE USE OF Fiber OPTIC CABLE. TELCO CONDUIT RUN IN/ON BUILDINGS SHALL BE 2" DIA. AND HAVE MINIMUM 12" RADIUS BENDS AND ELBOWS. CONDUIT RUNS SHALL HAVE ONE 18"x18"x8" PULL BOX AFTER 270 DEGREES OF BEND WITH A MAXIMUM OF 360 DEGREES OF BEND PER RUN. STRAIGHT RUNS SHALL HAVE A PULL BOX AFTER EACH 75 FEET OF STRENGTH RUN. CONDUIT RUN UNBERGROUND FROM SITE BOUNDARY(POLE~ ETC.) TO TELCO BACKBOARDS OR BIRECT TO PPG MINI SHALL BE 4" DIA. SCHEDULE 40 PVC WiTH MiN. 3 FOOT RADIUS SWEEPS AND ELBOWS AT BENDS. PULL ROPES SHALL BE INSTALLED IN ALL TELCO CONDUIT. 7. THE T-1 LINE: (1) 6 PAIR (EACH INDIVIDUALLY SHIELDED). #22 AW® SOLID CORE TELEPHONE CABLE SHAIL BE PULLED WITH 15'-0" OF SLACK AT EACH END ANB LABELED AS "POTS". PULL ROPES SHALL BE INSTALLEB ALL CONDUIT. THE "T-l" AND "POTS" PULL ROPES SHALL BE INSTALLED IN ALL CONDUIT. THE "T-l" AND "POTS" LINE ARE SUPPLIEB BY OTHERS AND INSTALLER BY THE CONTRACTOR. LOAD DATA CONNECTED LOAD 85.5 AMP MAX. @ 20~ RUNNING 28KW @ 208V LOAD l' eI"i st · l I,I.$claIIO T CONG. CHURCH S 13 Fin t EDWARD H. HERBST, RA, PP DATE: GA ~A, PP DATE:2,5045 MAIN ROAD Architects/Planners 240 CEDAR KNOLLS ROAD SUITE 209 CEBAR KNOLLS, NJ 07927 TELEPHONE 973-538-5815 FAX 973-558-4095 NJ RA 0-5177 Md NJ PP 5~87 NJ Pi NY RA PA RA 011184-B CT RA 7 VA RA 8254 MA RA 10151 TEXAS RA 15417 FL RA 14044 RI RA 2030 OHIO RA 10925 DC RA 6052 MD RA 110~9 ORIENT, NY 11957 SECTION 018 BLOCK LOT 022.001 PCS INDOOR EQUIPMENT AND ANTENNAS O2 SITE NO. NY55XC678B 4 7 ~3.18.03 6 08.16.02 5 07,24.02 NO.: DATE: SCALE: AS NOTED FOR REVIEW FOR PERMITS FOR CHURCH APPROVAL FOR CHURCH APPROVAL REVISIONS ,~N PROJECT MANAGER: DRAWN BY: JWS MJL No. S678 CROSSROADS CORPORATE 1 INTERNATIONAL BLVD. SL MAHWAH, NJ 0749~ & ELECTRICAL DI DRAWING NUMBER DATE: S6780E01 05.27.02 GROUND BAR EQUIPMENT ROOM TYP. ANTENNA PLAN 1 SCAL~: AS NOTED ANTENNA GROUNDING DETAILS GROUND BAR ~ EQUIPMENT ROOM ®( ANTENNA ELEVATION SCALE: 1/2"=1'-0" GROUND ROD TYP. FOR ALL EQUIPMENT CABINETS 0 5 10 15 20 25 FEET ~) GROUNDING PLAN SCALE: 1/4" = 1'-0" AT EQUIPMENT ROOM 2 HOLE LUG (TYF EQUIPMENT GROUND BAR SEE DETAIL 509/E3 ,_5 GPS UNIT GROUNDING NTS UNIT TO PIPE CONNECTOR BURNDY TYPE GAR (TYP 2 PLCS} 2 AWG BOW t~YP 2 PLCS) 'lNG KIT AWG GROUNDING KIT (PROVIDED WITH KIT) NOTES: 1. FOR NUMBER OF ROUNDING RODS REQUIRED REFER TO SPECIFICATION 16000 AND SSLP REQUIREMENTS. 2. THE SUPPLEMENTARY GROUNDING CABLE SHALL BE COMPOSED OF #2/0 AWG MINIMUM STRANDED, COPPER WIRE ROUTED IN A LOOP ABOVE THE EQUIPMENT. THE SUPPLEMENTARY GROUND SHALL BE TIED DOWN WITH NON METALLIC CLAMPS APPROXIMATELY EVERY 4 FEET, BOTH ENDS OF THE SUPPLEMENTARY GROUND CABLE SHALL BE BONDED TO THE BUR~ED GROUND RING WITH A CADWELD CONNECTION. THE EQUIPMENT AND EQUIPMENT FRAME SHALL BE BONDED ~T0 THE SUPPLEMENTARY GROUND CABLE WITH #2 AWG STRANDED, INSULATED COPPER WIRE. 3. THE ANTENNA COAX CABLES SHALL BE GROUNDED JUST BEFORE THE CONNECTION TO THE COAX JUMPER GABLE. ATTACH COAX GROUND KITS TO CIGBE. LOCATION OF THE CIGBE TO BE DETERMINED IN FIELD AND MAY BE LOCATED AND SUPPORTED AS CLOSE TO COAX AS FEASIBLE AND PRACTICAL TO ACHIEVE THE DESIGNED CONFIGURATION. BOND CtGBE TO SUPPLEMENTARY GROUND CABLE IN TWO PLACES. ELECTRICAL GENERAL NOTES; 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH SPRINT'S ELECTRICAL, SPECIFICATIONS. 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED. 3. FOR EQUIPMENT MOUNTING, SEE CONSTRUCTION PLAN. GROUNDING NOTES: THE CONTRACTOR tS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. ROUTE ALL GROUND WIRES IN A NEAT AND OIRDERLY MANNER. C) #2 AWG BARE COPPER WIRE (~) 5/8" x 10' LONG GROUND ROD COPPER WELD. SEE DETAIL 503/E3, (~ ANTENNA GROUND BAR (CIOBE). SEE DETAIL 509/E3 (~) EQUIIPMENT GROUND BAR. SEE DETAIL 508A/E3 ® #6 AWG ® COAX GROUND KIT. SEE DETAIL 515A/E`3 (~) 2 HOLE LUG. (~ #4 S,OLID SOFT DRAWN TINNED CO. (~ GROUND CLAMP, (2) C'WELD BRAID AND #4 SOIF TO ,3 1/2" IRS. PIPE. I~) COMPRESSION CONNECTION. (~) CADWELD CONNECTION TYP. ..... CONG. Sprin IPCS 25045 MAIN ROAD AS RA 15417 RA14O44 ORIENT, NY 11957 RA205O INDOOR EQUIPMENT ND ANTENNAS CEDAR KNOLLS, NJ 07927 CT RA ' - OHIO RA 10925 SECTION 018 BLOCK 02 TELEPHONE 973-558-,3815 VA RA a254 DC RA a052 LOT 022.001 SITE NO. NY55XC678B FAX 975-558-4095 MA RA 101~1 MD RA 11039 8 03.18.03 FOR PERMITS 7 08.16.02 FOR CHURCH APPROVAL FOR REVIEW 5 08.02.02 07.24.02 FOR CHURCH APPROVAL NO.: DATE: RE/FISIONS ~ SCALE: PROJECT MA,NAGER: DRAWN BY: JOB No. CROSSROADS CORPORATE CENTER 1 INTERNATIONAL BLVD. SUITE 800 MAHWAH, NJ 07495 GROUNDING PLAN & NOTES DRAWING NUMB[ DATE: REVISION AS NOTEDJWS MJL S678 S6780 03.27.020 I CABLE BRIDGE __~1 12" APPROX, 3 3/4" 6' AN~'ENNA ~ < I I ~ CABLE GROUND KIT e~ 0i c7/16'' ,, ~,~_~ '~~o o o ¢% ,BAWOB~ANDEBOOPPER GROUND WiRE (BROURBEO TO GROUND BAR) SEE DETAIL 508A/E3 I CABLE BRIDGE -- I 12" APPROX. 3 3/4" 6' LEOEND B-6142. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION~L ~- - 2- INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061-4 ~--I - i-- 3_ 5/8,, LOCK WASHERS, NEWTON ,NOTRUMENT CO. CAT. NO. 3015-8 4- WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT NO. A-6056~ H.H.C.S.BOLTS, NEWTON INSTRUMENT CO. CAT NO. 3012-1 WEATHERPROOFING KIT CABLE GROUND KIT ~ AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) NOTES: 1, BO NOT INSTALL CABLE GROUND EfT AT A BEND AND ALWAYS B~REOT GROUND W~RE DOWN TO GROUND BAR, 50cj GROUND BAR DETAIL 51 ,~ GROUND KIT CONNECTION AT CABLE BRIDGE N.T,S. N.T.S. GROUND KIT _ __ GROUND BAR ~ ON WALL OR / ON ANTENNA / CADWELD ANTENNA CABLE ~ ~ 509/E3_ __ ~42" MIN. 'I © 8 ¢ ..~©,.~© ~ ~. ]'~ G © © GROUND R~NG WE^T, ER~ROOP,,O ~,T ® EX,~NB OONCRETE [LOOP/WALL © ~ CABLE GROUND KIT ~ TWO PART URETHANE SEALANT AROUND NEW SPRINT PCS CE ~/6 AWG STRANDED COPPER GROUND "~-.~ ~RE (GROUNDED TO GROUND BAR) ~ NE~/ SPRINT PCS 6" PVC COAX CABLE CONDUITS - ~'~'-~TWO HOLE LUG, TO BE USED WITH #2 AWG BCW TO ® NE~ 1/4" BACKER ROB TYP, BUILDING OR GROUND RING -' GROUND ROD COPPERWELD NOTES: 5/8¢ x 10'-0" LONG ~. DO NOT ~NSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR, 508A GROUND WIRE & GROUND BAR N.T.S. 50,~ GROUND ROD DETAIL 51 ,~A ANTENNA CABLE GROUND KIT 1CONDUIT PENETRATION DETAIL N,T.S, N.T.S. SCALE: 1"=1'-0" Ilerbst Husclano ~ ~ ~k_ ~ 07.17.02 FOR r~EVlEW CR · ~4E ,,,.,20~ ORIENT CONG. CHURCH Sprint PCS 7 03.18.03 FOI~PERMITS 1 II EDWARD H. HERBST, PA, PP DATE: GARb4- ~t ' r' ~¢ '" 2504-5 MAIN ROAD ~ 6 08.16.02FOI~ CHURCH APPI~OVAL Architects/Planners ~:~:~'Z~C'~"'~a ~,, ~ 240 CEDAR KNOLLS ROAD NJ ,P ~87 NJ PP 43,' ~'%<~/PA- 14044 ORIENT, NY 11957 5 07.24.02 FOR CHUI~CH APPROVAL SUITE 209 PA RA 011184-B NY RA 0,2/~~', ;'OEN[',~*" IRA 2050 SECTION 01 8 BLOCK 02 INDOOR EQUIPMENT AND ANTENNAS CT RA 75~ ~--------~ OHIO RA 10925 NO.: DATF: REVISIONS CEDAR KNOLLS, NJ 07927 VA RA 8254 DC iA 6052 LOT 022.001 SITE NO. NY33XC678B TELEPHONE 973-538-3815 MA RA 10131 MD RA 11039 SCALE: PROJECT MANAGER: BRAWN BY: JOB No. FAX 973-538-4095 AS NOTED JWS MJL S678 CELL SITE INSTALLATION NOTES: THE FOLLOWING INSTALLATION NOTES HAVE BEEN COMPILED FROM THE EXISTING PROJECT DOCUMENTS (I.E. PROJECT SPECIFICATIONS, SPRINT STANDARD PRACTICE, LUCENT DOCUMENTS, ETC,) FOR USE, THESE NOTES SHALL BE UTILIZED FOR THE CONSTRUCTION OF THE CELL SITES TO ENSURE COMPLIANCE WITH THE PROJECT DESIGN AND SPECIFICATION REQUIREMENTS. A. OROUNDING: ALL METAL CONDUIT FOR GROUNDING DOWN CONDUCTORS SHALL BE BONDED TO THE GROUND SYSTEM AT BOTH ENDS, GROUNDING CONDUCTORS SHALL BE CONNECTED TO TIlE MAIN WATER PIPE USING A BURNDY TYPE GAR-TC CLAMP. KOPR-SHIELD ANTI-OXIDATION COMPOUND SHALL BE USED ON ALL GROUNDING CONNECTIONS. ALL UNDERGROUND GROUNDING CONNECTIONS SHALL BE MADE BY THE CADWELD (~)PROCESS. ALL CADWELDS(~)SHALL BE INSTALLED USING THE PROPER CONNECTION/MOLD AND MATERIALS FOR THE PARTICULAR CONNECTION AND/OR APPLICATION. BCW #2 AWG ADWELD AWG B 6. ALL BOLTED GROUNDING CONNECTIONS SHALL BE INSTALLED WITH BOLTED CONNECTIONS SHALL BE MINIMUM OF 3/8" DIAMETER AND 7. GROUNDING WIRE SHALL NOT BE INSTALLED OR ROUTED THROUGH HOLES IN PRECLUDE ESTABLISHING A "CHOKE" POINT. POST CONNEC~ON POST CADWELB AWG BCW A WASHER UNDER THE NUT. HARDWARE FOR SHALL BE STAINLESS STEEL. ANY METAL OBJECTS OR SUPPORTS TO ~~T~#2 AWG BCW S CHOKE POINT (NOT ACCEPTABLE) 10. 11. 8. FERROUS METAL CLIPS WHICH COMPLETELY SURROUND THE GROUNDING CONDUCTOR SHALL NOT BE USED. FOLLOWING MATERIALS AND TYPES MAY BE USED TO FASTEN AND SUPPORT GROUNDING CONDUCTORS. · PLASTIC CLIPS CLIPS OF THE · METAL CLIPS WHICH DO NOT COMPLETELY SURROUND THE GROUNDING CONDUCTOR STANDARD BUSS BARS (ClGBES AND MIGBS) SHALL BE FURNISHED AND INSTALLED. THEY SHALL NOT BE FABRICATED OR MODIFIED IN THE FIELD. THE GROUNDING CONNECTION TO THE POWER AND TELCO CABINETS OF THE PPC SHALL BE MADE BY CONNECTING THE CONDUCTOR FROM THE GROUND RING TO THE FACTORY FURNISHED BUSS BAR rN EACH COMPARTMENT. ALL GROUNDING WIRES SHALL BE INSTALLED WITHOUT LOOPS (PIGTAILS) AND SHARP BEND RADIUS. B. ANTENNA COAXIAL CABLES (WAVEGUIDE) NOTE: THE RF TRANSMISSION LINE INSTALLED BETWEEN THE PRIMARY RADIO CABINET (PRC), FURNISHED BY LUCENT, AND THE ANTENNA CONSISTS OF A COAXIAL CABLE, SOMETIMES REFERRED TO AS A WAVEGUIDE. ALL ANTENNA COAXIAL CABLES AND JUMPERS SHALL BE INSTALLED WITHOUT LOOPS AND/OR PIGTAILS. ANTENNA COAXIAL CABLE GROUND KITS SHALL NOT BE INSTALLED ON THE JUMPER BETWEEN THE ANTENNA AND MAIN LINE CABLE. ANTENNA COAXIAL CABLE GROUND KITS SHALL BE INSTALLED AS CLOSE TO THE CONNECTOR AS POSSIBLE AT EACH ANTENNA. IF THIS IS NOT FEASIBLE THE GROUND KIT SHALL BE INSTALLED IMMEDIATELY AFTER THE BEND ON THE FIRST STRAIGHT RUN OF CABLE. THE GROUND KIT SHALL BE INSTALLED ON STRAIGHT SECTION OF CABLE ONLY AND NOT ON BENDS, ANTENNA COAXIAL CABLE SHALL BE INSTALLED TO COMPLY WITH THE MANUFACTURER'S MINIMUM BEND RADIUS SPECIFIED BELOW. THE CONTRACTOR SHALL INSTALL RACEWAY FOR COAXIAL CABLE USING THE PROPER FITTINGS NECESSARY TO ENSURE THAT THE MINIMUM BEND RADIUS REQUIREMENTS ARE MET. (REFERENOE: TEOHNICAL INFORMATION BULLETIN NO. 96-026) COAXIAL CABLE MINIMUM BEND RADIUS CABLE SIZE MINIMUM BEND MINIMUM BEND RADIUS IN 4" MANUFACTURER CABLE TYPE (DIAMETER) RADIUS IN TRAY OR 6" CONDUIT CABLEWAVE FLC 12-50d 1/2" 5" 10" CABLEWAVE FLC 78-50J 7/8" 10" 18" CABLEWAVE FLC 114-50J I 1/4" 15" 22" CABLEWAVE FLC 158-50J 1 5/8" 20" 28" 5. T~IE CPS ANTENNA COAXIAL CABLE SHALL BE A CONTINUOUS CABLE RUN, FROM THE CONNECTOR AT THE ANTENNA HEAD TO THE CONNECTION AT THE ETS CABINET, WITHOUT JUMPERS. 6. THE ANTENNA COAXIAL CABLE AT THE ETS SHALL BE INSTALLED IN THE ANTENNA CABLE COVER ASSEMBLY (ACCA.) IN ACCORDANCE WITH DETAIL 515/E. THE FINISHED ANTENNA CABLES (WITH CONNECTOR AND GROUND KIT INSTALLED) SHALL BE INSTALLED SO THAT THE END OF THE CONNECTOR PROTRUDES NO FARTHER THAN 12 INCHES INTO THE ACCA. 7. THE COAXIAL CABLE ENTRY HATCHPLATE ON THE REAR OF THE ACCA SHALL BE INSTALLED WITH THE SMALL 1/2" DIAMETER HOLES (FOR THE CPS ANTENNA AND GROUND WIRES) TO THE RIGHT (WHEN FACING THE ACCA FROM THE REAR OF THE PRC). 8. AILL ANTENNA COAXIAL CABLES SHALl_ BE MARKED AND TAGGED IN ACCORDANCE WITH THE REQUIREMENTS IN PROJECT SPECIFICATION G-O02, SECTION 16000, PARAGRAPHS :36 AND 57. THE FIGURE BELOW INDICATES AN EXAMPLE OF THE COLOR CODE MARKED ON THE COAXIAL CABLES FOR THE NEW YORK MTA. SINCE THERE ARE A NUMBER OF DIFFERENT COAXIAL CABLE ENTRY HATCHPLATES THAT MAY BE SUPPLIED WITH THE ACCA, THE CONTRACTOR SHALL ORIENT THE COAXIAL CABLE ENTRANCE INTO THE ACCA IN ACCORDANCE WITH THE DIRECTION ISSUED BY EACH MTA. THE FIGURE SHOWN BELOW INDICATES THE PROPER ORIENTATION FOR THE COAXIAL CABLE ENTRANCE INTO THE ACCA FOR THE NEW YORK MTA. HATCH PLATE/BOOT ON REAROF ACCA FOR NEW YORK MTA i BLANK BLANK BLANK O O O O SECTOR .3 (GAMMA) SECTOR 2 (BETA) SECTOR 1 (ALPHA) 0 RX/TX RX RX/TX RX I RX/TX RX 0 OPEN OPEN OPEN 000 000 000 0 GREEN GREEN RED RED YELLOW BROWN ORANGE BROWN ORANGE BROWN WHITE WHITE WHITE WHITE WHITE USE PROPER SIZE BOOTS TO SUIT YELLOWI ORANGE CABLE WHITE COLOR CODE CPS CABLE 4DS C. EMERGENCY GENERATORS: 1. THE GENERAC EMERGENCY GENERATORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS THAT ARE SHIPPED WITH THE UNITS. 2. THE START-UP OF THE GENERAC EMERGENCY GENERATOR SHALL BE PERFORMED BY CERTIFIED ELECTRICAL DISTRIBUTORS (CED) OR ANOTHER FACTORY AUTHORIZED AGENT. THE FIELD SHALL COORDINATE THIS EFFORT WiTH TOM CARROLL OF CED [1-800-727-9119] TO ENSURE THAT THE SAFETY AND WARRANTY ISSUES ARE ADDRESSED. D. ELECTRICAL: THE ELECTRICAL RACEWAY INSTALLED FROM THE MINI-PPC TO THE PRIMARY RADIO CABINET, FURNISHED BY LUCENT, SHALL HAVE AN 1 1/4" MALE CONNECTOR/REDUCER FOR THE TIE TO THE ELECTRICAL FITTING ON THE CABINET. THrS MAY BE ACCOMPLISHED USING EITHER A 1 1/4" CONDUIT, 1 1/4" FLEXIBLE CONDUIT OR A 1 1/4" BUSHING. Herbst. Musclano S in t PCS 4 07.17.0. FORREV,EW CROSSROADS CORPOR^*E CENTER - E ORIENT CONG. CHURCH p r 7 03.I8.03FOR PERMITSI INTERNATIONAL BLVD. SUITE 800 chitec ¢lanners ~DWA~ H. HERBST, PA, PP DATE: ~. Ib~:~,;,,~ ()A, PP ,A~: 23045 MAIN ROAD ~ 6 08.16.02 FOR CHURCH APPROVAL MAHWAH, NJ 07495 Nd RA 0-5177 NJ RA ~ ~ ~'. Z./~EXAS RA 15417 240 CEDAR KNOLLS ROAD NJ PP 3387 NJ PP ~;'~s~/FL RA 14044 ORIENT, NY 11957 5 ! 07.24.02 F'O~ CHUBCH APPROVAL SUITE 20~ ~*,* om~4~, ,Y ~A o~ ~*~' ~, ~X 2o5o SECTION 018 BLOCK 02 INDOOR EQUIPMENT AND ANTENNAS ~ GROUNDING NOTES OEDAR KNOLLS, NJ 07927 CT RA 75~'~ OHIO RA 10925 NO.. DATE: REVI'SIONS TELEPHONE 973-558-5815 VA RA 8254 DC RA 6052 LOT 022.001 SITE NO. NY55XC678B FAX 975-558-4095 MA RA 10151 MD RA 11059 SOALE: PROJECT MAN,ACER: DRAWN BY: JOB Ha. DRAWING NUMBER DATE: REVISION ~ AS NOTED JWS BJL S678 S6780E04 05.27.02 0