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HomeMy WebLinkAbout25171-zFOP~M NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-26282 Date: 02/11/99 THIS CERTIFIES that the building ACCESSORY Location of Property~ 165 PECONIC LA PECONIC (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 75 Block 5 Lot 14.1 Subdivision Filed Map No. __ Lot No. -- conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 28~ 1998 pursuant to which Building Permit No. 25171-Z dated SEPTEMBER 10, 1998 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 UNMANNED WIRELESS COMMUNICATION EQUIPMENT SHELTER & MOBILE COMMUNICATION ANTENNA AS APPLIED. The certificate is issued to TOWN OF SOUTHOLD (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N-475214 12/22/98 PLUMBERS CERTIFICATION DATED N/A Inspector Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 25171 Z Date SEPTEMBER 10, 1998 Permission is hereby granted to: TOWN OF SOUTHOLD 53095 MAIN RD SOUTHOLD~NY 11971 for : CONSTRUCTION OF AN UNMANNED WIRELESS COMMUNICATION EQUIPMENT SHELTER AND MOBILE COMMUNICATION ANTENNA AS APPLIED FOR. at premises located at County Tax Map No. 473889 Section 075 pursuant to application dated AUGUST Building Inspector. 165 PECONIC LA Block 28 1998 SOUTH/PEC 0005 Lot No. 014.001 and approved by the Fee $ 0.00 Build~g Insp~tor ORIGINAL Rev. 2/19/98 BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter OR ink and submitted to the building inspector with the following: for new building or new use: 1. Final survey of .property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Cou~ercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Comp'liance from architect or engineer responsible for the building. 6. Sub~t Planning Board Approval of completed site plan requirements. For existing bu~ldin§s (prior to April 9, [957) non-conforming uses, or buildings and ~pre-existing" land uses: 1. Accurate survey of property showing ,11 property lines, streets, building amd unusual natural or topographic features. 2. A properly completed application and a consent to inspect siWaed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. .,1. Certificate of Occupancy - Hew dwelling $25.00, Additions to dwelling Alterations to dwelling $Z5.00, S~"""t"g pool $25.00, Accessory building $25.00, Additions to accessory build,n§ $25.00. Businesses $50.00. ' Z. Certificate of Occupancy on Pre-existing Buildin~ - $100.00 3. Copy of Cert~ficate of Occupancy - ~ .~5~' 4. Updated Certificate of Occupancy - $50.00 5. T~or~ Certificate of Occ~paRcy '- Reside~ti~ $15.00, Co~ercial $15.00 .............................. .~ ¢omstruction. Old Or Pre-exist~ng Building ................. ........ Jo ........................... ~t~om of Property ......................... E~mlet House ~o. Street ~er or Owners of Property.% .................. ~ ..... ~ ..... ~ ........ · ..... ~ ........... ,,,,,ty T= .o o00, Section .... --%W----.'/-'T--Bloe .......... .......... Filed Map ............ Lot ...................... · ~bdivision %~t ho .... ~..~ ........ Data Permit.. . .. cant ............................ Underwriters Approval '' ' mlth Dept. Approval .......................... Board Approval ............ Sub~l. tted: $ ......................... C APPLICANT :OUNDA'TION (1st) FOUNDATION (2nd) ROUGH FRAME & .PLUMBING INSULATION PER N. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS: THE NEW YORK BOARD OF FIRE UNDERWRITERS 111507! BUREAU OF ELECTRICITY '-- 40 FULTON STREET, NEW YORK, NY 10030 Z)~.~ DECEMBER 22,1998 A~p~nNo. o,~ 16967598/98 N 475214 THIS CERTIFIES THAT o~ ~e e~c~ e~ip~nt ~ ~sc~ed be~w ~ ~ced by ~e ~ n~d on ~e ~ove ~p~n nu~er ~ ~ ~e ~rem~eg of B~ A~'I'~C ~B~.g, 41450 RO~ 25 w~ ex~tned on NO~ ~6,1998 ~A~ ~CHE$ ~c~._~~ DRYERS FURNACE MOTORS FUNRE APPUANCE ~EE~k~ S~L k~'. TiM; ~ MLL ~ I UNIT HEA~R · ,,. ,. o,, ,,., SERVICE Di$~NNECT ] ~, O~ O~ER APPARA~: EXHAUST FANS AMT. I H.P, DIMMERS AMT. WA~T~ E JELCO CONTR. INC. LIC. #3864~! PO BOX 595 LI~DENHURS?, NY, 11757-0595 Per, llGENERAL MANAGER& This certiflcoh~ must not be altered In ony monnec return to lhe office of lhe BoO,rd If Incorrecf. Inspectors mo¥ be Identified by their cmdentiols. 765-1.802 BUILDING DEPT. INSPECTION FOUNDATION 2ND [ ] FRAMING [ ] ROUGH PLBG. ] INSULATION ] FINAL []FIREPLACE&CHIMNEY REMARKS: ~/~ 765-1802 BUILDING DEPT. PECTION [ 1ST [ ] ROUGHPLBG. [ ] FOUNDATION2ND [ ]INSULATION [ ] FRAMING [ ]FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE 765-~.802 BUILDING DEPT. INSPECTION [ ]FOUNDATIONIST [ ] ROUGHPL~BG. [ i:ORAU~ION2ND [~LATION [ ]FIREPLACE & CHIMNEY ~ DATE ~-~/~ INSPECTOR quG 21 '98 11:33AM SOUTHOLD TOWN HALL 516 765 1823 A~Tq,,TGATTON FOIl I~'UiI,I)'DII] ~I~IHI'IT ~6T.~ .................. N611, TO~ · · ~ ................. /~'~~..~,., ........ ,..,...,,. .... tax ~1~ or toce{t ~) - . .' . 'AUG 21 '98 1.i,:33AH SOUTHOLD TOWN HALL 516 765j 1823 P.2 ~ - ,~ ,,,~.. ,.,., .~ ,, .....U.L~ ........................... ~. ,,,~.~..o~..u.,~.~,~, ~c.,.~.~ ..... >=~ ..,~ ~. >.,.,. I~~ IMI~c ........ ~ ............... ~l~r o~ SCoriae ,,.~. .............. ' U..~ I0, .... ...... .... ~ ~.. .... ..... . ...... .../..:.... w~ .~ r~r~cor .....'~.~..~ ....... .. ........... ~re,, ...... ' ......................... ~.~ ~ ............. m~artl) (lelx)~a8 otxl e~,ys thnt: lie I8 LI)e I~ i. u,. .......... Sx~.~:~.. .................................. ,~ ........................................... ' No. O2~4G ' CetUfled In New York GoUt' MY Commission Explres , Proj~= Ectuipmemt ~q~lte~ Oumer: ~11 ~tlantic M& KlU F& ~tul'~: ¢-I Proj~t ImFormatl~ Floor PI,tn ~-2 Ext~lor El~vatlone iEn~r~l ~al~ulatk~q$ * ~o? Plan A-4 T~pi~l ~ll ~amln~ EI~vatf~m (For ~ Not~: F-I Foundation ~'lan and D~llm (Pl~r) 9- I 9~t~a I Not~ ~-2 Floor a~ ~oF ~amln~ ~lame ~-3 ~ctiomm ~ ~. ~-I For ~I~ ~l~fa bad~boand above kabel Location )=tan C.o~te ComF~liance 5ummar~t C.4~n$t4'u4:t Ion ~l&~sigfc~ttlon= t~uil~ilm~ Volume= Oc~_.upar~ Loach ST,ATE CODE5 _.. UNDERWRffERS CERTIRCA~ REQUIRED · ~IOVED AS MOTEl) NOI'IF~' ~UIU)ING ~E~ AT ~1~~4~E 4. FINAL - ~NS*R~ON MUST BE~f~ ~C.O. ALL CON~RU~ION SHA~ ME~ THE REQUIREMENTS OF THE N.Y. STATE CONSTRUCTION & ENERGY CODES. NOT RESPONSIBLE FOR D~N OR CONSTRUCTION ERRORS OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY Items: L- Foundations and ~. El~i~l 5i~ ~tI~ 4. Module ~ ~ti~ ~tion~_ 5. ~1o ~ ~ '-I~ 1/4" I I i E.x~au~t Fan , t~tl L.ZZZZZT.Z _ Telco er~'ance /~ Telco ~[uiL N!ot~: ,~ll to CAC. Taken From Studs po~ e. Ita~ce All Floor 61~e 2" CD. ~l~ve ~ To Ext~d I" ~ or Eq~l) ~sF loor Plan ~,~,~.~ DOOR $C~EDLILE PO0t~FP~ME T~IP-.E~I DOOrNo. Door Opening] Size Type Material Finish Material Fini~Material ~MA~5 ~idth ~i~ ~ick ~[~l ~[~r~ip / ~ld-~ ~I ~i~s~lp / ~ld-~ ~ ~'--~1' 1''~`1 ] J4`1 18 ~a. WM. 5t~l Paint~ ~ld~ Pal~ Ai~I~ (45 Minute ~ti~) 5/~" type "×" gyp. Tap~;t and epac~ FRP E~&tt (~sWa Il 5~,,~ti cale: 11/2 : I'-0" (~Cak~le Entry Section (~Cable EnSry Detail " '~"$cale: I" = I'-~" "--~"5cale: I" = I'-0" (~ t~ar El~wation Scale: I/4" = 1'-~" (~. L~Pt Sict_~ Elevation Inial~ t~i~ht Sicte Elewation (~ Front Elewation ENEt~Y C. ALC::LILATION5 tDell Atlantic II -~" x 40'-0" t~oor- I LUall- I Floor - Ll~t of C~.~tru~l<~ Ll~t of C,o~tJ~.~.l~ LI~t. ~f Con~tru~fl<:m Qmr~ R-V&lu~ C__xmj:m~n~ R-Valu~ C.~on~ tR-¥alu~ L ~1~ Air .~ L ~1~ Air .1~ L ~tsi~ Air 2. ~DM .~ 2. ~I~ Pa~J ~ 2. ~tL J~ulatl~ 4, ~1 ~f .~ 4. 5/8" ~. 58 4, ~ 51ab Flor No{~ ~all U-val~ ~a lcu{aU~n~ ~a Iculatlon~ ~ Iculat~on~ ~ = g ~.l A~ Ao ~o= Ao U ~, (U ~.1 A~4 ) ~ (~ ~ A~) * (U ~ A~mm ) Ao Uo= ~x ~O A~ U0, ~ x NOTE: All val~ meet or exceed NYSECCC 5e~. 38153 Table 4-I Plan I/8" = i'-O" Lln~ Of' LUalI ~lo~u Mil. -- 1:2 ~la. rODe panel 5/~" vinyl ~tlCeUm "'/4" ~12 steel bea~ deck 20 ga. (~Ext. U Jail $~ction i~as~ Specifications Scale: I": 1'-6" (~Detail ~ Fuel Fill (~Plan Detail ~ Wall Panel (ballistic) N ~1~.- I/4" · ILO° L ~ r..-~ pANEL Exi,-ucJ~ J--C:ham~l Door Jamlo elaine ag~recjate panel -- alum. drip cap -- louver INT. (._~.~)Detail ,,~ Intak~ Louver IIJall Elevation Exhaue~. UJall Elevation C 10'-le' UJall Elevation tD I- -I ('FTPJ ~ll Elevation UJall El~vatlon ~_ Tube Flour. lUrap ~N'ou~cI (t~iP. rot 10) Electrical Plan Ex~au~t Fan I I I I t I I ./ ~ (~ Ret'l~ote? C~ilin~ Plan ~al~: I/4' - ,/ (fo} 2" CO. sleeve (~)51___~_~,~_Location Plan I/4" = I-0" CD. ~l~ve Fan n~:~t.~t c~ Ir~ulatecl star. lolls e5'-0" o~:. C,a<:~de~ ~ E~tc~. ~a~ ~ -- ~ ~r~ lr~ulat~l (~) C=rounctincj Plan I/4" = I'-~" C.~D-m~[~ to baae frame (t~ic.,al b lc~.~tio~) Pomer e~ance :2 CIRCUIT BREAKER PANEL NO: PANEL "A" ~ ~ ~r 1' 12 2~ I 3~ ~P~I ~ 26 55 36 ~[ 37 38 !1~ I1~ ~ TOT~ TOT~ ~ 8~G Ml~. 232~ ~ 232~ T~ ~ LO~ ~ = TOT~ 3~ NTL ~ ] ~AT5 ~ ~lZ~ ~ ~ J~ ~' ~ V~'l ~ I ~ ~ l~ flr~ ring ~ ~ ~ all ~rm~ ~ V4" x ,,,~l_~___~ all ~fa~ ~ni~ k Elevation Elevation ID Elevatiom ~ lSl-Dlr~ct[o~.~[ "-,2 _L.oe..auo. ~ (t~pJ I~" x I~" X 1" m bearln~ ~,late 10" X I~" X I" Plat~ [~ Foundation Plan ~c~le: I/4": 1'-~" beam < / IQ" X IQ" X i" Plate Dearin~ Plate S~otion (~ Scale: i": I'-~" bearing plate plan -- Fin. grade I I __ ¢~" Clear ~) Section Scale: I/2": l'-O" ¢' loc_~l buildin~ codee 5TP. tJC?URAL NOTES 1. C~DE5 2. LOADS The modules are deai!~-,d F~ ~ Follomir~j loads: a. R~ 5N~ LO~ b. FLOOR LI~ LO~ c. ~1~ LO~ ~l~ loadln9 a~ p~ ~A ~ildi~ ~ ~ 1~ above ~rad~, E~o~ C. 3. STRUCTURAL 5TI=EL a. ,~,11 st,ructural steel Call conFom to the AISC "$12eciFfcations For ~t~uctura! ~teel For ~th Edition, and ail ~re~ b. ~,ll stol shapes and plat~ ~hall c. All weldir~;__ electrodes shall be E~¢XX or ETD)DC e. Floe, Fra~,e _.a-~_H be c!e~ned as ~,er 5~.~-- 5~ P~ Too! Ol~nlr~, or 55PC 5P3, P¢~ Tool Cl~nf~ and be r~ or brown ~e ~at ~p paint. 4. FCt!NDATION$ a. Tn~ allo,.able soil bearir~:d prea~ure ~ed in d~i~n oF the Foundations is 3~¢¢ ~mL This ne_ed, to be conflmc¢::t at, ach ~lt,e b~t t~ Engineer. Cx2Nc~-rE All e~k ~hall ~pl~ ~ui~h r~lu~ oF ~ ~1 All ~e r~ ~t In pla~ to~aH~ ~ll be ~t~ ~e ~i~ a minim~ 28 da~ c~r~sive All relnr¢cln~ ~teet ¢¢ c¢cr~e ~11 co¢~ to ~ ~15 ~adm ~0. No ad~lxtur~ ~nall be allo~J mlthout p~ior approval All roquir~ ~¢ ba~chln~, ~ixl~, ~nl~l~, ~ ~e mix ~11 be ~o~l~ ~o ~t no I~ ~n 5.~5 ba~ of ~t are~ p~ ~ic ~ard of ~e, and ~ race ~n 5 I~ ~all~ or ~ are u~ed ~r ba~ or ~t. All co~cr~e Call contain 4% to 0% air ~t~t. MET~- DEC.~ All Floor deck. to be ~alvanizex:t dec~ of the slz~ and indicate~ on th~ dra$in~s. Floor dec.~ to be I I/2" x 20 C~a. as manufactured by ~lt~d Stol Deck. b. All de~k to be placed cor~lnuou~l~l over t~ or raCe ~pan~ c. All d~ i~ ~ be ~el~ to its ~teel suppo~ ~i~ a 1~" d~ are to be joi~ ~ I l~" I~ ~tit¢ ~ld~ at 2'-0" O~. All arour~t the p~ri~ of the d~;k~ a closure ~il be ~rovided. This clo~e ~ii aide provided at ~ ~ of all d~ ~1~ dlr~tI~ or q. SHEET STEEL FOR ROOF AND tt~LL$ a. ~ll ~t ste~i ~II be ~f~usl~ ~p ~eld~ at ~ ~,lt ~ st~t on ~ ~all ~nalt 1~ lme~-ml~.~cff~l~ .,eided to the ~11 st. ud~ a~t column. Minimum ,,,eld ~hall be I" I~ at 12" o.c. 2 m I/2" dia. anchor Section 1/2" = I'-O" 3 Ties miD" 4-~5 I/2" clear 20~ja. FIt20 ~ja. FI or deck LLI12 x 2~2 . _.J..~~~ ~ (~ F:loor Framinc~ 5cal~: 114" -- 1'-0" F~lan 1" weld el2" (H.P.) alone join'cs (L.P.) FEooF Framinc~ F~lan ~cal~: 114": I'-O" 12 ga. bent ~etal root' panel 0~/4~0 Mil. EDOM (over) 5" ~qoo~' overhanc~ ~lope ~" per. ~L / 12 ga. bent metal roof panel m 16" O.C. ga. b~t metal root' panel ~ 16 Ga. ~teel Studs ~ l~," O.C. Studs shall be ~ 8'-T' ~ L.P. Panel (Only)~~ T~jp. ~ Panals > II ~ (Cont. Track) and pT~' (see F-I CtL~.) 4" composite conc. slab /~.':~. ;'~/ '-":13~6'' 6,, Section Scale: I'1: I'-~)" 16 C~. ~teel Studs ~ 16" O.C. 4" composite conc. stab I I/2" 2~ ~[a. m~al deck ~ ~12 be~lonct (~ Section (Transverse) Scale: I"= I'-~" BELL ATLANTIC O B IL F, MINEOLA, NEW YORK UNMANNED TVIR F, L F, $ $ C O MM UNICA TI O N UIPMENT SITE NO. 9 848 PECONIC, NEW YORK APRIL, 1998 SITE INFORMATION LIST OF DRAWINGS SITE NAME: PECONIC SITE NUMBER: 978487 SITE TYPE: LOCATION: CONTACT: LATITUDE: LONGITUDE: SECTION: BLOCK: LOT(S): EQUIPMENT SHELTER/ EXISTING TOWER SOUTHOLD POLICE DEPT. 41450 ROUTE 25 (MAIN RD.) PECONIC, N.Y. 11958 JOHN RAYNOR COMMUNICATIONS (516) 765-2600 41'-03'-50" 72'-25'-55" 075 DIRECTOR 5 14.1 ~CATiON -- LOCATION MAP G-1 SITE PLAN AND DETAILS G-2 ANTENNA INSTALLATION PLANS AND DETAILS ,, G-3 SHELTER FOUNDATIONS AND DETAILS "?'! E-1 ELECTRICAL RISER DIAGRAM AND DETAILS E-2 GROUNDING SYSTEM AND DETAILS TS-1 TECHNICAL SPECIFICATIONS - SHEET1 OF2 , TS-2 TECHNICAL SPECIFICATIONS - SHEET2 OF2 OCCUPANCY OR ,, USE IS UNLAWFUL WITHOUT CERTIFICAT£ OF OCCUPANCY EXISTING EQUIPMENT r - SHELTERS AND TOWER. N 46'42' 20" E 539.76'//NM........................................... ~ I r I ' I' ) , ' I , : 'I II b ..... : ,j" THE GO.TRACTOR'S A EN ON ,S OIRECTEO T.E, EXtST.G ' ,i, ~ / UNDERGROUND U~L~ RECORDS WERE NOT AVN~LE:'FOR THIS EX[STING UT~LI~ ~'~ =~ z'-' '-; AL' ~ ,' / T Site. UTILm~ SHOWN ON THE P~N MAY NO~ BE, COMPL~E TERMINAL POLE~'m ~'1~ ~ ~. ~ / LINE OF EXISTING FENCE. - ~ ~D THOSE SHOWN ARE APPROXIMATELY LOCATED, '~ ~ ~ _ ~ THE CONTRACTOR IS RESPONSIBLE FOR ~ANGING M~K~UTS PROPOSED FENCED SITE P~N ? / , '~ ~ f . [ AND PERFORMING PRECISE Fi[LO LOCATIO~ FOR ALL COMPOUND AND ~ r' "' - m' X EXISTING ICE TRAY EQUIPMENT SHELTER~ / / -'~ ' / I. ~ i .~ ~ .., x~ CABLE SUPPORT ~ NINE (9) PROPOSED DAM THE CONTRACTOR IS REQUIRED TO TAKE ANY ~ ALL PRECAUTIONS ," LOT 2 ~/ / ~i ~ ",. ".. PANEL ANTENNAS AND GPS NECESSARY TO LOCATE,, SUPPORT ~D PROTECT THESE UTILmES ' I ~/ I ;I ~x ' ' I --~ ~ MOUNTED TO EXIST' ~ICE DURING CONSTRUCTION, ALL COSTS AssOCIATED WITH:PROTECTING, ' , , ~ / ; TOWER (SEE DWG. G-2) MAINTAINING, SUPPORTING, LOCATING, DIGGING T~$T PITS, II 'I / I I I T ~ EXIST,NO EQUIPMENT SHELTER , ~ ""% '~% x~ ,"~-] / i INOF TH[ALL QUOTEDUTILITIES PRICE(si.OR PROCESS PIPELINES SHALL BE INCLUDED I : '~ ANY EXCAVATIONS WITHIN 18 INCHES OF A UTILI~ OR IN LOT 1 ~ LOT 3 " ~ SERVCE OVERH~D. ~ -~ ~ ~ ~ ~'~ ~/ /, ~ ~, / I ~ERE PRECISE FIELD LOCATONS OF ALL UTILITIES AND OWNER'S SECTION 075m/ ~ ~ "P~ '~ ~ ,2 ~/,, / ~ SUBSURFACE FACILITIES CAN NOT BE ESTABLISHED, MUST BE , ' r~ I!* ] %, ",/ I CAREFULLY PERFORMED BY HAND, LOT 14.1 .' ,' SERVICE OVERHEAD.~ [ ~ / ' ¢ ;"~;~ %~ ~ THE CONTRACTOR SHALL BE R~PONSIBLE FOR FURNIS~INO ~O LOT 4 / [ CONNECTING TEMPORARY GENERATOR S~S, ~UMPS, ~8,, ~ , ~ ~~ . . / ,,, ~-~-~) ) WHICH ARE DISRUPTED BY ANY PORTION OF HIS' WORK, { x~] ~N~ ~ mm ~ ~ / ~ // Ii II % & 1. EXISTING SITE AND PROPER~ LINE INFORMATION OBTAINED , , EX GENERATOR . ~ .... ] /~' o I I % FROM A MAP,PREPARED BY OARMAN-DUNNE, P C, , ........ ~ . - DATED M~CH 26. 1991. PROPER~ UNE BEARINO~ ARE NOT P()~ICE ~ , EX CONC. PAD % ~ ' ,' CONDUIT W/ DRAG L NE ~ -~' ] I II III ~ REFERENCED TO TRUE N~TH.' TOPOGRA~H[¢~ iNFORMATION ........ ~ ~ ' ~ ~ (3) 6"¢ PVC BURIEDoNIN THEFi~AR~wiTH ~THETHEPROPE~COMPOUNDOWNERW~ OBTNNED FROM P~NS BUILDING~ ~~0 ' i i .... ~ ' _~ / Jj fll CONDUTS FOR CO~ ' [ ~ / ~ ~ EQU PMENT SHELTER ~ ~' EX. FUEL ' 1 r-'~ ~ -~1 I III CABLES (SEE ELECT DWGS) LOT 7 ," / J ~ ' ~' - ... L TANK. ~ ' ~ ' ' , IIII . . 2, ~L FEATURES SHOWN ON SITE P~NS ARE EXI~tNO UNLESS OTHERWISE " ~ 55' 58' 00" ' ' , ' ..... .~- - .¢ .~" ~ -- IIII , NOTED OR SHOWN, ELEVATIONS SHOWN ARE IN NGVD DATUM, ' / 256.0~, E ,' / ~ 3, SCTM ~1000-075-5-14,1 ZONIFlG: /A . Ii I¢¢ 3/- Y ............. .......... ~ .......... 4t~1------~ - I~ EXISTING BUILDING ~EA'~ N/A PROPOSED BUILDING, AREA . N/A ' -- 'I ?/ ' , O~ ~ ~J HOI / ~ I EXISTING LOT COVERAGE = 'N/A PROPOSED LOT COVER~ 41 16' ~ BUILDI . / ~" ' //~ ~ /: SHELTER MFR 4, NO PROPOSED S~ITARY OR DRAINAGE FACILI~ IMPROVEMENTS, NO  / ' ~ / .0 ¢ I~111 J DW S ' ~NDSCPING OR SITE MGHTING UNLESS, OTHERWISE NOTED NO PROPO~B ~ ~ ] ' GROPOSED 25'-0"x50'-0" ~ I I CRUSHED STONE O~R COMPACTED EXlSTIN~ SUBGR~E, ~ , o' LOT 13 LOT 12 , LOT 11 ,~ I m / (SEE FENCE D~AiLS THIS DWG)~ GEN. I I ~P GATES, AND BARBED WIRE, UNLESS OTHERWISE NOTED, o, , ~ ! r ~ I POLICE I 12'X20' ' ' 25'--0" 6~ ANY CHNN LINK FENCING SHALL BE ~AN~D DU~ POST~, FABRIC; ~ m' ,, " S 48' 04' 3~" W ,' ROOM I DEPT. I BAM ROOM~ ' ~'' : ~ ~ ~ 152.84' ' " /0~ CL~ AREA FOR PROPOSED COUPOUND '~ I ROOM I 7, THE TOWN SHALL BE NOTIFIED 48 HOURS IN ADVANC~ ~ o m,. ~ O~ AND 5'-0" B~OND FENCE I I OF ALL CON.RUCTION, ~ ~' M " ~ ~ ~ ~ LOT 9 PROPOSED GRAVEL SURFACE 344.84' : . ~ . 0¢ ¢' (SEE DETAIL THIS DWG.) ~ ; · , ' 8%64' ,/~ LOT 10 /.¢' ~u~U)-~ ~ ~ 1. CONTRACTOR SH~L VERI~ EXA~ LOCATIONS OF SERVIdE MAIN ROAD EXIST. UTILI~ TERMIN~ POLE I ...... D ...................... ~ 2. SEE ELECmlCAL DWG. FOR PULLBOX 'REOUIREMENTS, C-.~_ ~ AND ALL UNDERGROUND ~NDUFF, , {LOCATION APPROXIMATE-VJ.F.) ELECTRI H TORY-INSTALL 2" CONDUIT ELECTRIC AND ~ SERVICE ~TERALS BY RESPECTIVE ~ ~ TEL[PHOebe SER~CE MASTS 3. ALL UNDERGROUND COAX CABLE CONDUITS SH~L BE S~PED TOW~D~ ~ EXTENSION W~THER H~S, ~C. TO COMPLY 4. THE COAX CABLE,iNSTALLER SHALL INS~ ALL BELOW GRADE SCALE. 1"=~00' ~WJTH UTtLI~ REQUIREMENTS. (SEE ELEC. DWGS.) CABLE CONDUITS AND PULLBOXES A~ER BEING S~ IN P~E BUT THREE (5) STRANDS OF DOUBLE ~CONTRAC~OR TO INST~L ELECTRIC UTILI~ PRIOR TO BACKFILLING. THE SITE WORK CONT~CTQR, INSTALLING 12-~/2 GA. CALV. TWISTED M~ER PAN, SERVICE DROP CONDUCTORS, AND WORK WITH THE COAX C~LE INSTALLER/CONTR~TOR. BARBED WIRE (~'P.) SERVICE ENTRANCE CONDUCTORS AND CONDUIT WELDED 1 1/2"e (1 7/8" O.D.) N.T.S ~ ~ &5'~ B~WEEN M~ER AND FACTOr-INSTALLED PORT STRUCTURES, . , ~ ~ i SERVICE DISCONNECT, (SEE ELEC, DWGS.) 5, GROUND ANTENNA MOUNTS, ANTENNA SUP GALV ACCESS GATE FRAMES (~P.) ~ j ~ AND ~TENNA CABLES ~ REQUIRED BY THE CELLU~R ~OMP~Y,s GROUNDING SPECIFICATIONS AND DIRECTIONS. THIS SHALL INCLUDE I 1/4"¢ (1 5/8" 0 D.) E~ENSION ARM 1'-0" FURNISHING AND IN~LING GROUNDING.CQNDUCTORS FROM SCH. 40 OALV. PIPE TO THE ~NTENNAS, SEE ELECTRICAL DWGS. TOP RAIL ~ POST CAP ' . TOP HINGE PER MFR. (~P.)~ % ~ ~GALV. TENSION BAND 6. OBTAIN' PROPER~ OWNER APPROVAL PRIOR.TO A~ EXCAVATIONS BY CONSTRUCTION. REP~CE IN LIKE KIND ~D SIZE ANY:TREES, (EOUlV TO 2/0 AWG) ~ % '~ ~3/16"x3/4" GALV. STEEL SCH. 40 GALV PIPE EXISTING F~TURES SHRUBS, PENCE, ASPH~T, AND OTHER SITE F~TUR~ D~AGED W~TH MECH. CONNECTOR . TENSION BAR (~P.) 2 1/2"¢ (2 7/8" O.D.) ~ NEW WORK OR REMO~D AS A RESULT OF THE WORK AT NO ADDITIO~ COST... 2"x2"-9 Ga. GALV. / "<~ % ~ ~1 1/4"¢ (1 5/8" O.D) CORNER AND GATE POSTS ~ PROPER~ LINE ' WOVEN WIRE FABRIC ~ ~ ~ ~..~_ .~ ~ / SCH. ¢0 GA~V. PIPE BRACE 2"¢ (2 5/8" O.D.) z ~ ~1 ~ .... EXISTING UNDERGOUND UTILITIES CONCR~E ~B REINFORCING' STEEL NOTFSt 2-1/2"¢ (2 7/8" 0 D.) SCH. 40 ~ ~ % IIII ~/ RAIL & 3/8 ¢ OALV. STEEL INTERMEDIATe POSTS .. GALV. PIPE GATE POST~ II ~, X ~' / ROD DIAGONAL WITH TURNBUCKLE o ~ ....... NEW UNDERGROUND UTILITIES 1. ALL O0~CR~E WORK 'SHALL BE IN ~CORD~CE WTH AC, 301, N Rill /AT GATE, CORNER, TERMINAL SEE SURFACE TREATMENT D~AIL ~ ]1 FENCE POST (B~OND) oH- - EXISTING O~RH~ UTILITIES ACl 318, AND THE SPEC F CATION ~-N-P~CE OONOR~E, ' 1-1/4 ¢ (1-5/8" O.D.~~] 1/2" CROWN. k /~ 4" THICK ~YER OF COMPRESSIVE ~RENGm OF 4000 PSI AT 28 DAYS AND A MAXrMUM SCHEDULE 40 6ALV. ~] ..... / / 3/4" CRUSHED STONE - - 12~- - EXISTING GRADE W/C RATIO OF 0.~5, UNLESS OTHERWISE NOTEO (U,O.N.). GRADE m ~ (ASTM-C33, SIZE No,57) ~ NEW GRADE 5. REINFORCING STEEL S~LL CONFORM TO A~ A 6115; O~DE '60, DEFORMED UNLESS O[HERWISE NOTED. WE~ED WIRE F~RlC, '-~ - ~/ '9"~~ ,~/.'~ 'M.'/~ ~, >/',~)~ /~ X- X --~ EXISTING FENCE SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE ~ EXPANSION SLEEVE / I II 8"¢ ~ '~ '/ ' ~"~ ~'¢4~< ~<.~ ~¢~" ,x.. ~.~~ ~ X ~ ~ NEW CHAIN LiNK ~NCE ~DUNLESSALL OTHERWISEHoOKs SHALLNOTED'BE ~D~D,SPLICES SH~Lu.o.N..BE ,C~S I ~ j I ~ ~1 ~ WELDED LOCKABLE FREEZE- INTERMEDIATE POST II I I I [~ - 12~ EXISTING ELEVATION ' EVERY 20' (~P, T~B) ~ I Ii [ ~1 ] I PROOF ~TCH ~ H~P (HOLE FOOTING & 12"¢ CORNER I I o 2x8 CCA TREATED I ~ "~ .... T TELEPHONE UTILITES 4. THE FOLLOWING MINIMUM CO,CEde COVER SHALL BE , :'" II I I Ill ~ LUMBER BORhER~ ~ ~ ~ % '~P~ ~NDSCAPE FABRIC s FOOTING (~P.) I I I I I I I I ,, SEWER FACILITIES OTHERWISE ON DRAWINg: I I I I T ~ POST = ~_ FOOTING iq I I FENCE POST ~ e ELECTRIC~ UTILITIES I lJ r IT KLE I lJ t _ . ~ . OMPACT SUBGRADE CONCR~E C~T AGAINST' EARTh.,.],.,3 IN; L_J L_J AT GATE L_D .~_~ .[ ~-- O DRAINAGE FACILITIES .... FOOTING (B~OND)~ CONCR~E EXPOSED TO ~TH ORr w~THER: ~ P8 PULL[OX 56 AND LAROER .......................... 2 IN. INSTALL FENCE IN ACCORDANCE WITH ASTM-F567, ASTM-F689, AND ASTM-F900. A.L.G. ABOVE GROUND LEVEL AND SMALLER ~ WWF. ........ 1 1/2 IN. ALL FENCING AND RELATED ASSEMBLIES SHALL BE HOT-DIP GALVANIZED ZINC H.D.6. HOT DIP GALZANIZED CONORET[ NOT EXPOSED TO EARTH OR WEATHER COATED FINISH (ASTM-Ft083 FOR POSTS, ASTM-A592 FOR STEEL FABRIC, OR NOT CAST AGAINST THE GROUND: ASTM-F668 FOR PVC COATED STEEL FABRIC, ASTM-121 FOR BARBED Wire, AND P&M PROTECT & MAINTAIN SLAB AND WALL., ...................... 1-IN. ASTM-F626 FOR FITI-INGS) V, LF. VERIFY IN FIELD BEAMS AND COLUMNS. .............. 1 I/2 IN. NEW FENCE DETAILS SURFACE TREATMENT DETAIt. NH MAONET,C NORTH . · SCALE: 3/8"=1'-0" SCALE: 1"=1'-0" MT TRUE NORTH 5. A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED ,EDGES OF CONCRETE, U:O.N. IN ACCORpANCE WiTH ACt 301 , UNAUTHORIZED ALTERATION OR ADDITION _ PROJECt NO I D~~ ~. I ,iI TO TH,S DOCUMENT ,S A V, OLA' ON OF ATLANTIC '.' ,-' ' ' ,:, ·SECT,ON OE THE NEW YOR STA BELL MOBILE . I! EDUCATION LAW. (m MINEOLA NEW YORK 'f)^T~: ill ' I. I I~ "'~'~C' 'NO''E~]' ['"A*' ~'' UNMANNED WIRELESS COMMUNICATION RiL, 1...G-,1 R.O. L.V.G. DVIRKA AND BARTILUCCI EQUIPMENT SITE NO. 978487 C MC /OW F. HC 4 DIVISION OF WILLIAM F COSUL.ICH ASSOCIATES, P C AS NOTED ¸,1 EXISTING NEXTEL OMNI :" ' : ' ~" ' ', ' ".- ANTENNAS - ~, ~.,.6,-~o.,± ANTENNA AND CABLE SCHEDULE ! I] Ii T O, NEXTEL ANTENNAS i~ . I .,.~,F.,C_T_(~ ~rANT. ~I ~ ~ SYS. ~ ~ .... ' (NOTE 1) (NOTE 2' " ' 1 iALP @212-D 1' ~ ~XO 170' 7/8"¢ , ~J ~ STANDOFF PIPE FOR MOUNTING ~PHA O' 2 ALP 9212-D 2 ~ ATXO 170' 7/8"¢ LD¢5 r'l ~',~'~ RELOCATED OMNI ANTENNA ~ 3 N/A , J ¢ ,~ = PROPOSED ANTENNA MOUNTING 4 ALP 9212-D 4 ~ ARXl 170' 7/8"¢ j , FRAME BY TOWER UFR. 5 ~P 9212-D 1 BL BRXO 17D' 7/8"¢ i ~FS-50A ~ J 151'-6"~ '' 6 ALP 9212-D 2 BL BTXO 170' 7/8"¢ , SEE "GENERAL NOTES") ~ -,-Il ~ -,, '"-- PROPOSED MOUNTING FRAME ~ [-_.~ B~A 120' L ~F5~5OA ,,,, '! (, h, TO EXSTNO TOWER ~ 7 N/A ,,~,h ~[ ~ ~ H~,~,, ~ % '% A~ACHED TO EXIST TOWER % ¢ ~ ~ 8 ALP 9212-D 4 BL BRXl 170' 7/8"¢ EDFS-50A ~; '4 ;.,~ . jr.. ~' '1% "~,/ '~% ~', LEGS AT 100' LEVEL~ % / ~-" I ~ .... ~ ...................................... ~ ................................................. EXISTING AT~T ANTENNA . - GAMMA 240' ~0 ALP 9212-D 2 DR GTXO 170~ 7/8"~ ~ ~1 ~ ARRAY TO REMAIN UNDISTURBED. ..:,.,.. %... % ,/.~ . %-,~. f ~ .,N ~. 11 N/A ' i, , ~ ,NA DATA ,(NOTE 1) I'HUPOS[.D BAM PANEl !!' .~i' I~ ' . - ~ ~ENNA SPECIFICATION~' , ' , ',' - 'H ~/ '--,-'~.%.'~ ~Jt~ ,~ PANEL ~PE ANTENN~ WIDTH: 11A" , I~ j [, / ~] FRAME BY TOWER MANUFACTURER - (ALCON ~71S0,]6,33,00) WElgHT~ 26;7 LBS [ ~1 j (SEE "GENERAL NOTES") - 'k RATED WIND LOAD ' 128 LBS ¢ ~) II j J P~TED ~/16 DIN FEMALE M~. WIND AR~A: ~,~ $F " '~ ~' ~ ~ CONNECTOR ON ANTENNA ~, /,-~~ . y~"~ ~ ~ ~ ~ RATED, wiND SPEED: 113 MPH ~',; '. ' 100'-0" A,O.L, Jj ~ ~ d' '~+" - ~IlO0':5"'AOL eDATA(NOT[ t) ;, ~% ~=~-: .... , . CABLE CE ~ I ~ ,~ [I ' : , ._,,, ,, , , PROPOSED EXISTING FOUNDATION ~ ~, ~ ~ ~ :~ r~uAjr.~ I, 1'-0" ,"~ILO" '!~'~" B'-Q" I ANTENNA (~P, FOR 9)~ ' , ~ ~ ~.. ~ u~ ~ ~[ ~ 1/2"¢ LOF4-50A dUMPER 'N/A L4POM L4PDF :' Tt'P ~P. ~P,~t~P, Ii 1/2"¢ FSJ4-50B dUMPER 2" N/A F4POM r4~Dr - /¢,' ~1 ~1: 7/8"¢ LDFS-50A L < 200" ~0" 18" (~8" ~IN, SWEEP ~PDM- LSPOF L~B~ 1 1/4"¢ LDF6-50 200'~300' 15" 22" (2~" MfN, SWEEP, L~PDM EGPO~ ¢ ,',' {~ 1 5/8"¢ LBF7-50A L > 300' 20" 28" (~0" ~ N, SWEEP LTPDM ,,L7POF , L7PNM , LT~N~ ~ ANTENNA ORI NTATION P N '" " % i,,~ ,n, ~EXISTING POLICE AND LIPA OMNI ¢~ ,j, I ANTENNAS RELOCATED FROM ' - : ,,,~ ~ ¢/ ' ~1] EXISTING LEO STANDOFF MOUNTS ¢ ,,, TO PROPOSED MOUNTING FRAME SCALE:I/4"=I'-O" ~ i'l (~P. FOR 5 ANTENNAS), INSTALL ~, ~L ~TENNA ~D CABLE DATA IS FOR GENERAL INFORMATION' ONLY ~O 5~L' ,~,. !~ TEMPORARY MOUNT ABOVE/BELOW BE VERIFIED WITH ~E ~LLU~ COMPANY AND PROBU~ MAN~FAOIURER. ;CABL~ H :~- WORK TO MAINTAIN UNINTERRUPTED AND CONNECTOR CAT~OG, NUMBERS ~E FOR PRODUCTS MAN~F~TUR[D ~ ; "~y SERVICE AS REQUIRED. CORPORATIONi 'OR.ND PARK, IL (800/~55-1479) ,', '1~ , C~, ENDS SN~L BE MARKEp B~IN8 INSTAL~ION ~H TAPE STRIPS'IN.CASINO' ,i"/ d) I 2, THE COLO~ CODE (E.G. 2 EL=2 B~NDS OF BLUE T~E~ AND BRASS ~9 E~aRi~b ' '~ill WITH THE ANTENNA S~EM DESIGNATION '(E.G ;B~O) BRAss T~S SHALLiSE q S~LE ~ 250-BLNK-G OR EQU~ 'A~ACHED WITH B~CK 1~ ~.,'THHN SOMD =e ,~j, 1 5. C~LE LENGTHS INDICATED ARE FOR ESTIMATING PURPOSES ONLY RUiNg: FROM ~, I[~ AN~NN~ TO THE ENTICE POINT OF THE EQUIPMENT 'ROOM' ~U~ 'lO(TEN ~); OF SPARE ~NOTH ACTUAL C~LE LENGTHS SH~L BE REL~ M~SURED AND SHALL RUN i/ q, FROM ANTENN~ TO THE SPECIFIED LOCATION tN THE EQUIPM~ ROOM, W~H NO SPLICES; ~ 4. MAIN ~ENNA CABLES ~ALL HAVE "7~I6 "" DIN FEMUR' ~PE 6¢NNECTORS ~D i¢ ~l JUMPERS AT BOTH ENDS. C~LE JUMPERS SH~L BE 1/2"¢ S~PERF~XIBLE CO~ C~LE, ,;~, ~ 20 ~ANDREW CAT~OG ~ FSJ4-SOB) UN.SS OTHERWISE DIRECTED, JUMPERS SHALL'HAVE '." ' h ~ ~/16 DIN ~E" ~PE CONNECTORS AT THE MAIN GABLE END, ~D ~7/~6 DIN, MALE" ': ,. ',' ~YPE OONNECTO~ AT THE ~ENNA/EOUIPMENT ~DS UNLESS ,OTHEE~SE EEOUIRFB ". ~¢ :~-.m FOR THE ANTENN~/EQUIPM~T sUPPLIED. VERl~ CONNECTOR ~EQuIREMENT~ W~H' THE'CELLU~ COMPLY PRIOR TO ORDERING. . , ' ~,. ,~ '~'; I, I] 5, STANDARD NON-FIRE RATED C~LE ~PES INDICATED. FOR CABLE'RUNS INSIDE A , ,il' ~ : BUILDING GRATER TH~ Fl~ (50) FE~: C~LE~ SH~L BE INST&LEO I~ dO~UOpS ", ,ii,.~ . ~! R.G.S. OONDUI~:'OR ~PE "CA~~ U~D FIRE ~TED CO~ C~LES SH~ BE USED' r ~ "¢ '¢¢- ii ~ ~ (WITH UV RESIST~T WR~ OR CHANGE TO ~AND~D CABLE WHERE EXPOSED OU~IBE),' % i, ' ~ ¢ CABLES/CONDUITS SH~L NOT BE RUN THRU NR HAND~NG DUCTS, SPACES OR OEILIFl~S. ~m ~ i:i PREFABRICATED m I'I EQUIPMENT ~ ,, q~'~": ..... ' EXIST,FENCE CHAIN LINK~J[ SHELTER ~PROP. CHAIN LINK ,' . I;~ 1. EXISTING TOWER AND ANTENna INFORMATION, SHOWN IS NOT COMp~E, ANO IS SHOWN '1 il FENCE (~P) FOR GENERAL ~YOUT ONLY. THE CONTRACTOR SHALL FIELD VERI~ ALL TOWER AND r, ~7 m ~TENNA INFORMATION ,~r~ ~ ~ mSTUB UP IN SHELTER I /(SEE SHELTER MFR, " il I j /DWGS. FOR STUB UP 2. THE EXISTING TOWER W~ DESIGNED AND FABRICATED ~ FO~T ~ORTR 'TowER ¢,r ,Ii ~PROPOSEB GABLES TO BE ,,~ i ~LOCATIONS) ' FORT WORTH, TEX~ 76112 (817/457-¢06b). ~ N~ ~ENN~ ~D CABLE MOUNTS ', ¢~ ='-~' == (~ /TOWER/A~ACHEDAs TOD~AiLED/DEStGNATEDTHE EXISTING Jr[' SUPPORTS, AND A~ACHME~S SHALL BE AS DESIGNED '~D SUJPMED ~ THE"T~ER' I ~ : MANUFACTURER. ,' '. ~ ti /BY THE TOWER MANUFACTURER ~lil/I ~ Z(s~[ "o~,~,~l ,o~s") .'~ ~,~ .................... . ~ ~ i. , . '~~gV/~~~/~<:] .. 'l ~,'I~~11~' ~~ I~t~:~/~<<x~' 3. THE CONTRACTOR SH~L ~Rl~ IN WRITING W~H THE CELLd~R COMPANY I AT ,~HE' ..... / TOWER MANUF~RER H~ PERFORMED AN ~ALYSIS WTH ~L EXISTING ~D-'PRO~SED '~ [ ~ ~ [ , I I . I I II SAFELY SUPPORT THE PROPOSED INSTAL~TION' PRIOE TO PEOCEE¢ING WITH ~Y ~ r~ ~----~--~----~ I.' · I I ' I ANTENNAS AND CABLES THAT SHOWS THE EXI~ING STRUCTURE H~ SUFFICIENT CApACl~ TO'" , ~BURIED 6"¢ PVC CONDUITS ~SEAL TOP OF 6"¢ PVC CONDUITS , /WITH MICROFLECT 6 5/8" BOOTS 4. CONTRACTOR SHA~ FIELD LOCATE TRUE NORTH AND ~VISE ~OW~ ~. ~O DAM For /(~B1544F FOR FOUR 7/8" COAX CABLES). ~YOUT ~JUSTMENTS PRIOR TO ORDERING, PROPOSED B~ ANT~NA MOUNTS. " ~¢ , , /iNSTALL PLUGS IN UNUSED HOLES AND FROM TOWER d'~i/ ROOF ENTRY BOOT SEALER SH~ BE~ COORDINATED WITH DAM AND THE ~TENNA 'OWNER. / ~,, ~.~ - _ 4, / ~..~,~ ~"~ ~ oo.~.,T~ HELTER EL~ATION FOUNDATION V.I.F ~ SCALE: 1/4"=1'-0 ~ d' PULLBOX (SEE ELEC. DWGS.) I} ~, :, ,,r- ,- I TOWER ELEVATION' ' " ' SCALE: 1/8 = 1'-0 .... ~O~~ o~ UNAUTHORIZED ALTERATION OR ADDITION P~O~ECt NO, 1 TO THJS DOCUMENT IS A VIO~TION OF ~ 1406&lSA ,,, ~CT,O. ~o. o~ ~.~ ..w ~o.~ ~T*T~ BELL AT~NTIC ,, ~¢~ "~ COMMUNICATION O~AILS ~2 '" ~'" ~ Ct' ~.~o. ¢.~,~,.. ~*'~' UNMANNED WIRELESS P~NS', AND ,, '~"'~¢*"~ EQUIPMENT ' ' ~¢ ** R.O. L.V.~. DVIRKA AND BARTILUCCI SITE NO; 978487 ,, , , ,. , ,~, i,: - ~' DESI(;NFD ~Y c.[c~:ro n, CONSULTING ENGINEERS ,, ' ' ' FOUNDATIONS SHALL GEAR ON UNDISTURBED GRANULAR SOIL (SAND OR SAND/GRAVEL MIXTURE) WITH A MINIMUM ALLOWAGLE GEARING CAPACITY( OF 1.5 TONS PER SQ FT. NOTIFY THE ENGINEER IF UNSUITABLE SOILS ARE ENCOUNTERED AND REMOVE AND REPLACE WITH LEAN CONCRETE AT AGREED PRICE AS DIRECTED. CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH ACI-31B AND ACI-301. CONCRETE SHALL BE 4,000 PSI AIR ENTRAINED MIX, REINFORCING BARS SBALL CONFORM TO ASTM-A615 GRADE 60 AND WELDED WIRE FAGRIC SHALL CONFORM TO ASTM-A1GS. FOUNDATION DIMENSIONS AND FLOOR PENETRATIONS SHOWN SHALL GE VERIFIED GY THE CONTRACTOR IN WRITING WITH THE PREFAGRICATED SHELTER MANUFACTURER AND THE CELLIJLAR COMPANY, PRIOR TO THE START OF CONSTRUCTION, SET TOP OF FOUNDATION LEVEL AND AT 6" ABOVE AVERAGE GRADE UNLESS OTHERWISE NOTED, CONCRETE PAD WITH WWF 6x6-W4.0 (BROOM FINISH -- 4'-0" WIDE 3/4" CHAMFER ~"' " ALL AROUND CONC. PAD @ DOORS 2" CL, #4 NOSING 8AR~ ~/,*"/FT. HAUNCH ON 4 s,~Es 15# FELT BETWEEN PIER AND PAD ENTRANCE PAD DETAIL SCALE: 1/2"~1'-0" DETAILS TO BE ADDED WHEN AVAILABLE PREFABRICATED SHELTER REFERENCE DETAILS FIN. FL, PIER BEYOND (OMIT HAUNCH AT PIER) UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. R.O. S.D.D. DVIRKA AND BARTILUCCI CONSULTING ENGINEERS MINEOLA BELL ATLANTIC MOBILE NEW YORK UNMANNED WIRELESS COMMUNICATION EQUIPMENT SITE NO. 978487 "PECONIC' SHELTER FOUNDAT ONS AND 'DETAILS , ~RR~L JgOG MAIN FUSED DISCONNECT SWITCH LOCATED INSIDE PREFABRICATED - SHELTER. (FURNISHED AND ' I INSTALLED BY OTHERS) AUTOMATIC TRANSFER SWITCH ' LOCATED INSIDE PREFABRICATED GENERAL NOTES -ELECTRICAL AND 'TEL£PHON'E SIERMCI~ SHELTER (FURNISHED AND , : INSTALLED BY OTHERS) 1, ALL WORK RELATED TO THE NEw ELECTRICAL AND TELEPHONE ' I! SERVCES SHALL CONFORM TO THE REOUIREMENTS OF LIPA~ 120/240V, 1¢, 3W BELL ATLANTIC, THE NEC, THE NESC AND ALL OTHER APPLICABLE CO~ PANELBOARD LOCATED INSIDE AND REGULATIONS, OVERHEAD ELECTRICAL AND PREFABRICATED SHELTER 2, PRIOR TO CONSTRUCTION, THE CONTRADTOR SHALL MEET WITH T~E TELEPHONE SERVICE LATERALS (FURNISHED AND INSTALLED UTILITY COMPANY' REPRESENTATIVES TO COORDINATE REQUIRI~MENTS I IECIFdCAI WARNINI; IAPF TO WEATHERHEAD (FURNISHED "( AIIIION HURIEI) L ICfRID LINE L?ELOW" BY OTHERS) OF THE INSTALLATION. AND iNSTALLED BY OTHERS)--j `3. THE CONTRAOTOR SHALL PAY ALL (~ f~t I~)W UTILITY COMPANY GRADE) GRADE ~ %TO EXISTING UTILITY POLE,i ~ WEATHERHEAD AND SERVICE ASSOCIATED WITH THE NEW SERYJCES, ~',//MAST (TELCO SERV.) (NOTE 5) 4. PROPERTY LINE BOXES, HANDHOLES AND PULLBOX. ES SHALL BE ....... ]'-~ .... ~? ~~'i".~i' ~-~ L _:: : ~ c ~.:~-~ ~-_ ~ .... ~-/ FURNISHED AND INSTALLED PER REQUIREMENTS OF THE UTILm£8, ¢. ,~ A( ~[~,[f)RA ON ........... ~-~1, ,i , ~...~~. ?~x, ~,I~ ,..:..×.. ~ ~...'~ ,.~, Iiii I WEATHERHEAD AND SERVICE/ /~3" RGS CONDUIT WITH DRAG 5. THE ELECTRICAL UTILITY CONTACT PERSON ISAS FOLLOWS ~ ..... i I MAST (ELECT SERV.) (NOTE 1)~ / MR. BOB DELANEY ' I 117 dOCTOR'S PATH RD 2 i r' ~ % , ., . ~, 200A METER PAN ' /~TELCO BOARD LOCATED INSIDE RIVERHEAD, ,NY 11901 , i , ' , , ......... , , , ., I I , I AND METER i PREFABRICATED SHELTER TELEPHONE No, (518) §48-70~3 ; '~~ '~ %. ',-': F ~ SHELTER -- ...~, J BY OTHERS) 6. THE TELEPHONEuR. TOM ZIMMARDIUTIILIT~ CONTACT PmR~ON ~S As ON L NCASEMF N1 UNDFR I,~OADWAY'~ AND AS NOf~D ON '~:,'!~-~ !~ I --.3-4/0, ¢2G IN RIGID BELL ATLANTIC PLANS, COMPACTED SELECT JiIg ~ III, ~.:'~ ~ ~ GALVANIZED STEEL CONDUIT 501 NORTH OCEAN AVENUE, 1ST FLOOR , GRANULAR FILl FLSEWHERE. - .............. L_Z ..~/,~ '/.,~'¢ ~ ,/~.~k.~ :, ! ! '/~"x<~'t';/~"~/ "SWITcHFROM MAINTo PANELBOARDFUSEB DISCONNECT PATCHOGUE, NY 11772 ' ANIENNA CAB ES (4 TYP,) ....... ,,,i ,, , ~ ~% ~ (ELECTRICAL SERVICE) /i- ~ ,, . /' ~ ~l I FROM WEATHERHEAD / ' GROUND ELECTRICAL SERVICE ~ , ,, 2/0 AW(, STRANDED COPPER / I '-- , I , I ?~, I ~ 7 , !~ 4 \\' TO MAIN DISCONNECT / PER NEC AND LIPA WIRE FROM EXFERNAL / ,l;11' ~ iF I- I [. , ~ ,, "~ #4@18- o.c. SHORT BARS AND SWITCH (SEE NOTE 3)~ REQUIREMENTS GROUND, ,, R NC TO ANTENNAS~ ~/ i ! , , ' ,i ' FOUR (41 ~4 CONT. BARS @ THE CONTRACTOR'S ,ATTENTION l$ DIRgDTED TO THE EXISTINO ' ' (,2 -6 BELOW GRADE) .... i ~ i I , ,, ; [ . ; ,, EQUAL SPACES FOR CONCRETE UTUTIES RUNNNG THROUGHOUT THE SITE, COMPLETE .' : i 2 ; , 2 , i 3 ENCASED CONDUITS UNDERGROUND UTILITY RECORDS WERE NOT AVAILABLE ¢OR THIS 5 ~, 2~ ~. ~ ' '~ ~ '~ ~' SITE. UTILITIES ,SHOWN ON THE PLAN MAY NOT,~E .COMPLETE AND THOSE SHOWN ARE APPROXIMATELY ~OOATI~D. THE ,CONTRACTOR PS: RESPONSIBLE FOR M KOUTS BELOW GRADEELECTRICAL AND AN~ PERFORMING PRECISE FIELD LOCATIONS,FOR ALL UTIIJTES AND OWNER'S SUBSURFACE FACILITIES, WHETHER THEY ARE SHOWN ~ii` ANTENNA CABLE DETAIL TELEPHONE SERVICES DETAIL or NOT, ' ' SCALE, 1"=1'-0" N.T.S, THE CONTRACTOR IS REOURED TO 'TAKE ANY AND ALL PRECAUT!O~S !, NECESSARY TO LOCATE, SUPPORT AND PROTECT THESE UTILITJI~$ ., . DURING CONSTRUCTION. ALL COSTS ABsQCJATED WITH pRO~rEcI~iN(~, NOTES; NOTES: MAINTAINING, SUPPORTING, LOCATING, DI(~GtNG TEST P~PS, OF ALL UTILITIES DR PROCESS PtPELNEB SHALL BE'INCLUDED:' 1. PERFORM SURFACE RESTORATION TO RESTORE ALL 1. COORDINATE WITH LIPA FOR CONNECTIONS OF CONDUCTORS IN THE QUOTED PRICE(S). ' ' DISTURBED AREAS TO ORIGINAL CONDITIONS. THIS TO WEATHERHEAD. SERVICE MAST FURNISHED AND INSTALLED ' ~ SHALL INCLUDE RESEEDING, REPLANTING, REPAVING, WITH SHELTER. FURNISH AND INSTALL MAST EXTENSION, ANY EXCAVATIONS WITHIN 18 INCHES OF A UTILITY, OR' N AR~A~. ' ETC.. AS REQUIRED. WEATHERHEAD, AND APPURTENANCES AS REQUIRED. WHERE PRECISE FIELD LOCATIONS OF ALL UTILITIES AND OWNER $- '.- 2 SEE ANTENNA INSTALLATION DETAILS AND NOTES FOR 2. INSIDE PREFABRICATED SHELTER, TERMINATE TELEPHONE SUBSURFACE FACILITIES CAN NOT BE ESTABLISHED' MUST BE MINIMUM BEND RADIUS OF CONDUITS CONDUit AT TELCO BOARD. CAREFULLY PERFORMED BY HAND. `3 ALL CONDUIT SHALL BE RIGID GALVANIZED STEEL. THE CONTRACTOR ,SHALL BE RESPONSIBLE FOR FURNISHING AND .. i CONNECTING TEMPORARY GENERATOR SETS, PUMPS, ETC., TO MAINTAN bPERATQNS FOR ANY PROPER~Y OWNER FUNCTIONS ,'"" 4. EQUIPMENT LOCATIONS ARE SHOWN DIAGRAMMATICALLY. ~ WHICH ARE DISRUPTED BY ANY PORTION OF HIS WORK. THE VERIFY ACTUAL LOCATIONS WITH EQUIPMENT FURNISHED. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR TEMPORARy ' ~, AND PERMANENT REPAIR OF ANY UTILITIES OR FACILITIE~ 'dAMAGED 5. COORDINATE WITH BELL ATLANTIC FOR CONNECTIONS OF BY HIS WORK· ' TELEPHONE WIRING. SERVICE MAST FURNISHED ANDr INSTALLED WITH SHELTER. FURNISH AND INSTALL MAST . ' EXTENSION AND WEATHERHEAD PER REQUIREMENTS OF BELL ATLANTIC. k.[ EXISTING UTILITY POLE 200A, 120/240V, 1¢, 3W () NEW LILCO OVERHEAD SERVICE OVERHEAD SERVICE LATERAL ~ ~ SERVICE MAST , %/' FURNISHED WITH SHELTER (NOTE 2) I  200A METER PAN AND METER ~ 200A MAIN FUSED DISCONNECT SWITCH (FURNISHED AND INSTALLED BY OTHERS) AUTOMATIC TRANSFER SWITCH (FURNISHED AND iNSTALLED BY OTHERS) ,' f GENERATOR (FURNISHED AND INSTALLED BY OTHERS) · PANEL- PANELBOARD (FURNISHED , '' BOARD AND INSTALLED BY OTHERS) , ,, ELETRICAL RIS R DIAGRAM - POWER DISTRIBUTION SYSTEM N.T.S. NOTES: t. REFER TO ELECTRICAL AND TELEPHONE SERVICES DETAIL " ' FOR WIRE AND CONDUIT SIZES, 2. FURNISH AND INSTALL WEATHERHEAD AND CABLE CONNECTIONS PER LIPA REQUIREMENTS. .~ ~~ -- ~, UNAUTHORIZEDALTERATIONORADDITION 1BELL ATLANTIC MOBILE ' "' %~ TO THIS DOCUMENT ~S A VIOLATION OF 14-QC-,:l,'SA SECTION 7209 OF THE NEW YORK STATE ~ -~ ; i ' ' ' ' EOUCATIONLAW. lira ©') ELECTRICAL RISER DIAGRAM im UNMANNED WIRELESS COMMUNICATION AND DETAILs ,",B ' EQUIPMENT SITE 'NO 9784-87 '" ' R.O. M.N. DVIRKA AND BARTILUCCl ' : : s~: ",~, ~ ;'"" ' ' "' ,, ','"". M.N, HD. A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C, ,. , . , , - , t , ,;, /// ANTENNA CABLES TO ANTENNAS 1, FURNISH AND INSTALL GROUNDING SYSTEM AS PER THE THE CONTRACTOR'S ATTENTION IS DIRECTED, TO THE EXISTING -.. CELLULAR COMPANY'S GROUNDING SPECIFICATIONS, UTILITIES RUNNING THROUGHOUT THE SITE.. COMPLETE .// --GROUND KIT (TYP) LATEST EDITION. THIS SHALL INCLUDE EXTERIOR GROUNDING, UNDERGROUND UTILITY RECORDs WERE NOT AVAILABLE FOR.]:HIS" ir-RESISTANCE TESTING, ANTENNA/COAXIAL CABLE GROUNDING SITE. UTILITIES SHOWN Off THE PLAN MAY NOT BE COMPLETE : , -~,r ~ AND CONNECTIONS TO INTERIOR GROUNDING SYSTEM· AND THOSE SHOWN ARE APPROXIMATELY~ LOCATED, ~ ~ ~--#2 AWG SOLID TNNED ]]% ' ' ? 2. RUN GROUND WIRE FROM GRouND BAR AT TOP OF THE CONTRACTOR IS RESPONSIBLE FOR ARRANGING MARKOLJTS' r ~.] )/"~ coPPER BARE TO GROUND / / · I EXISTING TOWER FOOTING MONOPOLE TO GROUND, AT BOTTOM, AND RUN GROUND AND PERFORMING PRECISE F1ELD LOCATIONS FOR ALL UTILi~I¢'S,. ' , / /ri--, BUSSES FOR ANDREWS KITS AND OWNER'S SUBSURFACE FACILITIES, WHETHER'THEY ARE SHOWN ii/,,.\ WIRE FROM BOTTOM GROUND BAR TO TOWER /Ij' ./ k~y AT EACH ANTENNA ~' "" ~'"'' I GROUND LUG OR GROUND RING, OR NOT, / r-' .3. COAX CABLES SHALL BE GROUNDED AT THE GROUND BARS THE CONTRACTOR IS REQUIRED TO TAKE ANY AND ALL PRECAUTIONS hhx'n INU I! '~ lOP ORDUNDING / : . DURING CONSTRUCTION, ALL COSTS ASSOCIATED WITH pROTECTING, KIP.. Al rOI' ¢1~ YERhL'AI , ! GROUND KITS PROM THE CABLE MANUFACTURER, t'AH!l i'~lJ[.~ Ell' I('iWi H ~(,-' ~ i: ~ EXISTING ANTENNA TOWER OF ALL UTILITIES OR PROCESS PIPELINES SHALL BE INCLUDED ·/ ,,', ,. 4. GROUND ROD TOPS SHALL BE A,T A DEPTH OF 2'-6" MAINTAINING, SUPPORTING, LOCATING, DIGGING TEST PI~S, ETC,, I/ ' ' OR 6" BELOW THE LOCAL FROST LINE AND BACKFILLED IN THE QUOTED PRICE(S). ' ~ : ---GROUNDING KIT .+ 7 /.' ~ I WITH 95% COMPACTABLE SOIL. ., -- //- (ONE FOR EACH ANTENNA "/q~ ]' '~ \\,, ._, ANY EXCAVATIONS WITHIN 18 INCHES OF A UTILITY OR tN AREAS ...... ' , ' '~ 5. GROUNDING SYSTEM SHALL ACHIEVE 5 OHMS OR LESS WHERE PRECISE FIELD LOCATIONS OF ALL UTILITIES'AND OWNER S f ~r,l:N4¢ I¢;WIH ti ~, · =,/ CABLE PIP.) 'r ' ~ "-- ' ' [ EXISTING ANTENNA (TYP.) ' " ' 'P','~ 0 RESISTANCE WHEN TESTED BY THIS CONTRACTOR. FURNISH SUBSURFACE FACILITIES CAN NOT BE ESTABLISHEd, MUST BE I/ i ' / ¢'? '\" \ I CERTIFIED TEST REPORT TO THE CELLULAR COMPANY. CAREFULLY PERFORMED BY HAND, ! ANTENNA CABLES~ i !: ~~' ' " '' ', 6. ELECTRICAL SERVICE SHALL BE GROUNDED PEr LIPA /' ' ~'~-~' ~ ~ ~' ' I AND NEC REQUIREMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND ,¢. ,tW(, 'OCli il/ ]INNEU i ~ MOUNT UNISTRUT TO SHELTER "% i ; - / ,,' ~/ "~'./- ~ CONNECTING ~rEMPORARY GENERATOR SETS, PUMPS, ETC,, TO ~' ~_~._~ FOR ATTACHMENT OF COAX ~ ' ~ '~ ' ,- <~.~..~"]],~'"' %% \," \, 7. VERIFY LOCATIONS OF EQUIPMENT WITHIN EQUIPMENT MAINTAIN OPERATIONS FOR ANY PROPERTY OWNER F"UNC"¢IONS cf~iPI],' lt,~f ............. > CABLES (TYP), (UNISTRUT ~, r--~¢~¢/ '-- -~---- "' ' SHELTER. CONNECTIONS ARE SHOWN DIAGRAMMATICALLY WHICH rare DISRUPTED BY ANY POF(T!ON 0¢ HIS IWORK, THE SUPPORTS 4'--6" APART)-- ~ ~ % .-- C~ --___ '-. ~.'~¢, \. ON PLAN. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR TEMPORARY KII"<XINH {IJ< FOB GRC) HN 'lINC ..... d''~''le'X. "" ~' '~ U PENT i ' ' '-- , '~ -- j~ k ~" AND PERMANENT REPAIR OF ANY UTILITIES' OR FACILITIES DAMAGED ! ('/W' F' (;ROUND kb5 ........... , ,) ~~X..~ ''~ EQM :., . ~ ,_~,i '.~,~ -. 8. PROTECT EXISTING BURIED GROUNDING CONDUCTORS & , - , EXISTING EXTERIOR BUILDING GROUND RINGS DURING BY HIS WORK, ] I ! i · - -- -k-~''~ -. CONSTRUCTION- EXACT LOCATIONS UNKOWN-V,LF,I .... I ® B DO GROUN RING 6'¢ SCH 40 PVC CONDUIT ' : (~)/// L ' / '1"'1 "--/' I SWEEPS WtTh 36" RADIUS ~ ~ '~L.~ i i // 0 TOWER GROUNDING,,,'" '?' INSTALLATION OP STANDARD GROUNDING PROCEDURES ' · . ~ ~ // SYSTEM./ ' II.E,.. NON-COMPACTABLE ROCK, GRAVEL, SHALE, ETC...) .................... '!~ / I "/,- TO TOWER GROUNDING THE FOLLOWING PROCEDURES SHALL BE FOLLOWED: .'2/.'1 AWC STRANB~.I_) CO~'~ iR // r ' I '~.,.? 1. EXTERNAL GROUND RING: BAPL CAr)WELD TO It)WFR L~(? - ......... / I THE EXTERNAL GROUND RING SHALL BE BURIED TO THE / / I ~-. MAXIMIUM ALLOWABLE DEPTH 6" BELOW FROST LINE~ ~FINIS_HEb 'GRADE ~-- 5/8"¢x10' 'l ,' '" I ~- ~ (IF POSSIBLE)IN 95% COMPACTABLE SOIL. GROUND ROD // I ELEVATION TOWER AND SHELTER ' · MANNER, TO A DEPTH OF MINIMUM AND REMAIN IN '.':,<'-'%/~?<~'.'~-s, N.T.S, /// I ',~,, 95% COMPACTABLE SOIL, THEN WIRE STRINGERS SHALL ~..~m,~ ~.~. '~'u FOLLOWING: / ..... ~ I ~1 AWG BARE STRANDED COPPER // Ii I i.~l I 4-6"¢ CONDUITS CABLE DEPTH AS THE EXTERNAL GROUNO RING. ~1 ' PULLBOX SCHEDULE /,',iril 4I I ITO TOWER B. LENGTH - TWENTY (20) FT. i ' I, .I u I I I C. DEPTH - ALL STRINGERS SHALL BE BURIED AT DESIGNATION Pb'..N DIMENStONS~ DESCRIFTION J I ,~ ,,~,4~_., I THE SAME DEPTH AS THE EXTERNAL GROUND RING. · 7'd;r J 48"w x 4B'_ PRECAST CON~SoLID ~OT~, H2o LOADING J I i D. ~ONNECTION METHODS - EACH STRINGER SHALL I BE INDNIDUALLY CADWELDED TO THE EXTERNAL . , TfPE 2 hO"W x SE,', PRECAST CONE/SOLID BOTTOM, H20 LOADING ! j I I ] I I GROUND RING. ~k TYPE 3 ] 2~$"W × 24'L PRECAS~ CONC/SOLIO DO'q-OM, H20 LOADING I I I I I I ...... i ~' I I E. SPACINIG - SPACING BETWEEN STRINGERS ALONG ' II I THE P R,M ,ER OF THE EXTERNAL GROUNO R,NG ST ,NDEO COPPER / ~< PULLBOX SH,~LI. HAVE 4" MIN THICK WALLS AND A 6"¢ HOLE IN BOTTOM W/GRAVEL I [ i i I I I i SHALL BE TEN (10) FT, MAXIMUM. GROUND CONDUCTOR POCKE% ~ CU F[ MINIMUM, BELOW BOX. DEPTH OF PULLBOX AS REQUIRED, I [ !1 ! I F, INSTALLA]]ON METHOD - ALL STRINGERS SHALL EXOTHERMIC CONNECTION / WITH 4'--P," LIN DEPTH AT PULLBOXES WlTB COAX CABLE GROUNDING. I [ ~ I I BE INSTALLED IN THE MOST DIRECT AND , [ ~ I. I OUTWARDLY DIRECTION AS POSSIBLE. (CADWELD, OR AP~PROVED_/i ' I ' I ~ CONNECT CORNER 5, GROUNDING SYSTEM SHALL ACHIEVE 5 OHMS OR LESS EQUAL) I ~'] Fi I/ FENCE POST TO RESISTANCE WHEN TESTED BY THIS CONTRACTOR. FURNISH COPPERCLAD STEEL I j I pql ~F~ I EXTERIOR GROUND CERTIFIED TEST REPORT TO THE CELLULAR COMPANY, GROUND '" \ ' ' RO N r J 1-6"¢ CONDUIT T'FPE 1 I I %1 X METAL FsNOE POST I __ ~ GROUNDtNO I! (~)i~ INSTALL GROUND BAR SCALE: 1"=1'-0" FENcEEXISTING CHAIN LiNK \\ / I PULLBOX · / BELOW CONDUITS AND · MECHANICAL CONNECTION I / INSTALL GROUNDING KIT · CADWELD OR OTHER APPROVED EXOTHERMIC \\\\ IL_--P._.~"~L.~ I ON EACH COAX CABLE WELDING SYSTEM ,/ J(~) ~ ~ / BOND HVAC UNIT TO GROUND ROB, 5/8"x10'-0" COPPERCLAD STEEL ' ~ J "1 I ' I t'/(~ I GROUND RING ('P(P.) (~) ~1 AWG SOLID TINNED COPPER (INSULATED) II IIII . I~ll ~/""-~"~ ; (~) 2/0 AWG STRANDED COPPE~ (BARE) I I( ii CABLE PORT 'HVAC (~) 2/0 AWG STRANDED COPPER (BARE) J II II IN 3/,¢" PVC CONDUIT WHERE EXPOSED II II INTERIOR GROUND ~ J ,/ I I I II BAR -~ ', ~, /~PROPOSED GATE (~) 2/0 AWG STRANDED COPPER (INSULATED) GENERATOR Il POLICE II DAM SEE DETAIL "A" FOR~ (~) #2 AWO SOLID TINNED COPPER (BARE) HALO GROUND ROOM I I EQUIPMENT ~ I EQUIPMENT ADDITIONAL GROUNDING II (SUPPLIED W/SHELTER) II ROOM II ROOM I i II IN THIS AREA · I I I I I CONNECT TO SHELTER HVAC I , Ii ' I STEEL (~YP.FOR 8) ~ J ,/ I II ~, I ~\ /--PROPOSED CHAIN iNTERIOR GROUND BAR ~J~ I ~ ~ /?/ / / '~' / il. ~ ~_PACIN__G..~ "- / ~ '----'"- GROUND ROD (TYP) (WHERE REQUIRED) ~ ALTERNATELY BOND WIRE FOR .~ "%.. ~ , ~. , X ,,", X X -' STEEL (TYP. FOR 2) .... PREEABR CATEB BHELTER/ / / (~) EXTERIOR BUILDING GROUND 2 -0 'PIP. UNLESS NOTED OTHERWISE RING 3,0" BELOW GRADE (TYP, (ROUTE AROUND PULLBOX, CONDUITS, EXTERIOR BURIED GROUND BURY AT SAME DEPTH AS TOP CABLE BRIDGE POST FOOTINGS, ETC.)RING OF GROUND RODS) GROUNDING PLAN N:r.s. SCALE: 1/4"=1'-0" : :; UNAUTHORIZED ALTERATION OR ADDITION J: ~]] GRoUNDiNG AND TO THIS DOCUMENT IS A VIOLATION OF BELL ATLANTIC MOBILE , --' SECTION 7209 OF THE NEW YORK STATE I MINEOLA ,,NEW YORK SYSTEM DETAILS EQUIPMENT SITE NO 978487 -~', P.O. S.D.D. DVIRKA BARTILUCCl : · -, ~, PECONIC : " obS~ONU} ~¥ O,i~.tU 8, CONSULTING ENGINEERS ~ ~'1, ' ... . , I R,L.S. H.C, A DIV1SION OF WILLIAM F, COSULICH ASSOCIATES, P.O. , AS [INSTRUCTIONS TO CONTRACTORS] O1052-PROTECTION OF ON-SITE UTILITIFS 01430-SAFETY AND HEALTH REQUIREMENTS 02500 - PAVING AND SURFACING CONTRACTOR SHALL VISIT THE SITE OF THE PROPOSED WORK AND THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE EXISTING UTILITIES ATTENTION IS DIRECTED TO FEDERAL, STATE AND LOCAL LAWS, RULES 1N AREAS WHERE EXCAVATION IS TO OCCUR AT PAVED SURFACES~,SAW- UNLESS OTHERWISE BECOME FULLY ACQUAINTED WITH THE CONDITIONS AS THEY EXIST IN RUNNING THROUGHOUT THE SITE, UTILITIES SHOWN ON THE PLANS ARE AND REGULATIONS CONCERNING CONSTRUCTION SAFETY AND HEALTH CUT PAVEMENT IN STRAIGHT AND PARALLEL LINES, BACKFILL TO HOT DIPPED GALVANIzEDNOTED'coNFORMINGALL STEEL,ToBOLTSA~TMANDA123U,.-BDI]TSOR A15..3 (AS SHALL BE ORDER THAT THE RESTRICTIONS AT~ENDING THE WORK ARE NOT COMPLETE AND ARE APPROXIMATELY LOCATED. THE CONTRACTOR STANDARDS. THE COMPANY AWARDED A CELLULAR COMPANY PROJECT BELOW GRADE FOR NEW DRIVEWAYS, SIDEWALKS AND LIOHT DUTY APPLICABLE). DISTURBED SURFACES SHALL BE PAINTED WiTH COLD GALVANIZED UNDERSTOOD. ALL AREAS AND DIMENSIONS ARE INDICATED ON THE IS RESPONSIBLE FOR ARRANGING MARKOUTS AND PERFORMING FIELD SHALL INSURE ALL WORKERS WORK IN SURROUNDINGS OR PAVEMENT REPAIRS, PROVIDE 4," LAYER OF DENSELY GRADED AGGREOATE DRAWINGS AS ACCURATELY AS POSSIBLE, BUT ALL CONDITIONS SHALL LOCATIONS FOR ALL UTILITIES AND OWNER'S SUBSURFACE FACILITIES, UNDER CONDITIONS WHICH ARE SANITARY, AND ARE NOT (COMPACTED DEPTH) AND PROVIDE `3" COMPOUND BY Z,R.C. CHEMICAL PRODUCTS CO., QUINCY, MA OR APPROVED EQUAL. LAYER OF NYSDOT TYPE-6 ALL WELDING OPERATIONS CONDUCTED AFTER GALVANIZING SHALL BE ' Bt VERIFIED BY EACH CONTRACTOR AND/OR SUBCONTRACTOR AT THE HAZARDOUS OR DANGEROUS TO HIS/HER HEALTH OR SAFETY. ASPHALT (COMPACTED DEPTH) TO RESTORE ORIGINAL GRADE. PAINTED IN ACCORDANCE WITH THE ABOVE FOR DISTURBED SURFACES. !JRT'E, THE' FAILURE OF THE CONTRACTOR TO EXAMINE OR RECEIVE ANY THE CONTRACTOR IS REQUIRED TO TAKE ANY AND ALL PRECAUTIONS PRECAUTIONS SHALL BE EXERCISED AT ALL TIMES FOR THE PROTECTION AGGREGATE BASE AND ASPHALT SHALL MEET NYSDOT REQUIREMENTS. ALL FIELD WELDED SURFACES SHALL BE PAINTED IN ACCORDANCE WITH FORM, INSI-RUMENT OR DOCUMENT, OR TO VISIT THE SITE SHALL NOT NECESSARY TO LOCATE, SUPPORT AND PROTECT THESE UTILITIES OF THE PERSONS AND PROPERTY. IT iS MANDATORY THAT THE SAFETY APPLY ASPHALT TACK COAT AT INTERFACE WITH EXISTING PAVEMENTS, THE REQUIREMENTS FOR DISTURBED SURFACES, RFLIEVE ']'HE CONTRACTOR FROM ANY OBLIGATION WITH RESPECT TO DURING CONSTRUCTION. ALL COSTS ASSOCIATED WITH PROTECTING, PROVISIONS OF APPLICABLE LOCAL LAWS, OSHA REGULATIONS AND AT CONCRETE SIDEWALKS PROVIDE 6" THICK MESH REINFORCED SLAB THEC QUOFED. PRICE. THE SUBMISSION OF A QUOTATION SHALL MAINTAINING, SUPPORTING, LOCATING, DIGGING TEST PITS, ETC., OF ALL BUILD~NG AND CONSTRUCTION CODES BE OBSERVED FOR ALL WITH A BROOM FINISH. ANCHOR BOLTS SHALL ,CONFORM TO ASTM A3B AND SHALL BE A.KNOWI. LDGE THAF THE CONTRACTOR AND HIS SUBCONTRACTORS UTILITIES OR PROCESS PIPELINES SHALL BE INCLUDED IN THE QUOTED CONTRACTORS AND RIGGERS. HAVE FULLY EXAMINED THE SITE AND KNOW THE EXISTING CONDITIONS PRICE(S). TIGHTENED TO A SNUG TIGHT CONDITION, ANCHOR' BOLTS SHALL BEHOT DIPPED GALVANIZED PER ASTM A12,3. DISTURBED SURFACES SHALL BE AND HAVE MADE PROVISIONS FOR OPERATING UNDER THE CONDITIONS CONTRACTORS ARE COMPLETELY RESPONSIBLE FOR CONSTRUCTION - I PAINTED WITH Z,R.C. CHEMICAL PRODUCTS CO,, QUINCY, MASS. OR A!, Fitly FX~ST AT FHE SITE AND HAS INCLUDED ALL NECESSARY ITEMS. ANY EXCAVATIONS WITHIN lB" OF A UTILITY MUST BE CAREFULLY MEANS AND METHODS, JOB SITE SAFETY, TEMPORARY CONSTRUCTION EQUAL AS APPROVED BY THE ENGINEER. PERFORMED BY HAND. AND ENSURING COMPLIANCE WITH ALL APPLICABLE SAI'~.IY AND HEALTH CHAIN LINK FENCING SHALL BE EIGHT FEET (B') HIGH, UNLESS IHE EXTENi AND LOCATION OF SUBSURFACE BEDROCK IS UNKNOWN. REGULATIONS~ REGULATIONS OR PROCEDURES ~NDICATED ARE FOR OTHERWISE NOTED ON THE DRAWINGS, ~NSTALLED AS SHOWN, IDIVlSlON 9 ~- FINISHESI UIF]:~EF'ORE, THE BASE QUOTED PRICE SHALL BE DETERMINED THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INFORMATION ONLY AND MAY NOT BE CURRENT. ALL COMPONENTS SHALL BE GALVANIZED STEEL. LEGALLY DISPOSE ' A$"';UMING EXCAVATION THROUGH NORMAL SOIL CONDITIONS. A UNIT CONNECTING TEMPORARY GENERATOR SETS, PUMPS, ETD,, TO MAINTAIN OF ALL REMOVED FENCING WHICH CANNOT BE INCORPORATED PRI~;E $HA~ L BE INCLUDED WHICH OFFERS, ON A PER CUBIC FOOT OF OPERATIONS FOR ANY PROPERTY OWNER FUNCTIONS WHICH ARE 01510-TEMPORARY UTILITIES INTO THE, NEW WORK, EXCAVA']ION BASIS, THE DELETION OF NORMAL SOIL EXCAVATION, AND DISRUPTED BY ANY PORTION OF iS WORK. THE CONTRACTOR SHALL ALSO ALL NEW' STEEL MOUNTING ELEMENTS AND SURFACES REQUIRING PIGMENTED ,' '.:,HBSTITUTES ROCK REMOVAL AND CONCRETE ENCASEMENT. BE RESPONSIBLE FOR TEMPORARY AND PERMANENT REPAIR OF ANY PROVIDE ALL REQUIRED TEMPORARY UTILITIES AND PAY ALL 0 00- I PAINT SHALL BE PREPARED, PRIMED AND FINISH PAINTED AFTER I-D~vi-s~-~-N' 1-GENERAL REQUIREMENTSl UTILITIES OR FACILITIES DAMAGED BY H~S WORK. ASSOCIATED FEES AND OPERATING COSTS, PROVIDE ALL TEMPORARY GALVANIZING. COLOR OF FINISH PAINT AS APPROVED BY THE OWNF. R, SOIL EROSION CONTROL MEASURES REQUIRED BY THE AUTHORITIES REGRADE SITE TO MATCH EXISTING GRADES OR FINISH GRADES NOTED SURFACE PREPARATION SHALL BE SSPC-SP1 (SOLVgNT CLE~,NING) O~060-REGULATORY REQUIREMENTS HAVING JURISDICTION, ON THE DRAWINGS. SPREAD UNIFORM LAYER OF EXISTING STOCKPILED FOR GALVANIZED STEEL, AND $SPC-SP'tl (POWER TOOL CLEANING TO I) I]~,L'LQ.-_~_U]ytI~J~_ OF WORK TOPSOIL OR STONE BLEND OVER REGRADED AREAS, AS SHOWN ON THE BARE METAL) FOR PLAIN STEEL. PAINT TO BE HIGH QUALITY iNDUSTRIAL GRADE THE CONTRACTOR SHALL CONFORM TO THE APPLICABLE LOCAL O1700-PROJECT CLOSE OUT DRAWINGS OR AS DIRECTED IN THE FIELD. AS MANUFACTURED BY CARBOLINE. GALVANIZED SURFACES SHALL HAVE A FURNISH AND iNSTALL FOUNDATION AND APPURTENANCES FOR CONSTRUCTION CODE AND OTHER APPLICABLE LOCAL, COUNTY, STATE, PRIME COA~' OF "OARBOLINE PENETRATING SEALER" AND FINISH COAT OF UNMANNED EQUIPMENT SHELTER AND MONOPOLE WITHIN A FENCED AND FEDERAL CODES, LAWS, AND REQUIREMENTS. REMOVE ALL DEBRIS FROM SITE, CLEAN FLOORS AND OTHER EXPOSED ALL DISTURBED VEGETATION AND GROUND COVER SHALL BE RESEEDED "CARBOLINE CARBOTHANE 134H$." PAINTS FOR OTHER SURFACES SHALL BE COMPOUND AS SHOWN ON THE DRAWINGS. CONNECT SHELTER TO SURFACES AND REMOVE LABELS. "CLEAN" IS DEFINED TO MEAN THAT WITH THE SPECIFIED ,GRASS MIXTURE AND MULCHED WITH A LAYER OF AB RECOMMENDED BY THE PAINT MANUFACTURER, EQUIVALENT PAINTING (J]]l ITIES REQUIRED BY THIS CONTRACT, 0106`3-PERMIT FEES WHICH IS EXPECTED FOR A FIRST CLASS BUILDING CLEANING AND STRAW, SEEDING SHALL CONSIST OF 60% REDIFESCUE AND 4.0% MATERIALS BY TNEMEC OR SHERWlN WILLIAMS MAY BE USED IF APPROVED BY MAINTENANCE PROGRAM. PROVIDE THE CELLULAR COMPANY WITH GENERAL PERENNIAL RYE GRASS MIX, APPLIED AT THE RATE OF 2.0 LBS PER 1,000 THE CELLULAR COMPANY, EURNtSH AND INSTALL ELECTRICAL SERVICE (INCLUDING CONNECTIONS) THE CELLULAR COMPANY SHALL APPLY AND PAY FOR THE BUILDING PERMIT OPERATING/MAINTENANCE INSTRUCTIONS FOR ALL INSTALLED EQUIPMENT. SQUARE FEET. AND TELEPHONE SERVICE CONDUIT WITH DRAG LINE, COORDINATE THE CONTRACTOR SHALL APPLY AND PAY FOR THE CERTIFICATE DIVISION OF RESPONSIBILITY BETWEEN CONTRACTOR AND RESPECTIVE OF OCCUPANCY. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL 0174-O-WARRANTIES AND BONDS [DIVISION ,3 - CONCRETE] ALL PAINTING WORK SHALL BE IN ACCORDANCE WITH THE STEEL STRUCTURES , UTILIFY. OTHER REQUIRED PERMITS OR LICENSES. THE CONTRACTOR IS RESPONSIBLE PAINTING MANUAL, AND THE PAINT MANUFACTURER'S INSTRUCTIONS ,AN~ FOR OBTAINING ALL INSPECTIONS PURSUANT TO THE LOCAL THE CONTRACTOR SHALL GUARANTEE ALL LABOR AND MATERIALS USED 03300-CAST IN PLACE CONCRETF RECOMMENDATIONS. COLORS SHALL BE AS SELECTED BY THE CELLULAR PERFORM/PROVIDE ALL CLEARING, EXCAVATING, BACKFILLING AND CONSTRUCTION CODE. IN THIS PROJECT FOR A PERIOD OF ONE (1) YEAR COMMENCING FROM COMPANY/PROPERTY OWNER. LEAVE ALL AREAS IN A NEAT AND CLEAN CONDTION, PAVING REQUIRED FOR A COMPLETE INSTALLATION. THE DATE OF THE ISSUANCE OF THE CERTIFICATE OF SUBSTANTIAL CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST EDITIONS OF 01066-ELECTRICAL INSPECTION BY NEW YORK ~QARD OF COMPLETION BY THE CELLULAR COMPANY. ANY DEFICIENCIES THAT THE NEW YORK STATE BUILDING CODE, THE ,AMERICAN CONCRETE RELOCATE UTILITIES AS REQUIRED TO COMPLETE THE WORK. FIRE UNDERWRITERS (NYBFU) BECOME EVIDENT DURING THIS ONE (1) YEAR PERIOD SHALL BE INSTITUTE "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CORRECTED AT THE CONTRACTOR'S EXPENSE. CONCRETE" (ACI 318) AND THE AMERICAN CONCRETE INSTITUTE FURNISH AND INSTALL ALL ANTENNAS, CABLES, CABLE SUPPORT STRUCTURES, IT IS REQUIRED THAT ALL ELECTRICAL WORK PERFORMED BY THE "SPECIFICATIONS FOR STRUCTURAL CONCRETE: FOR BUILDINGS" (ACl APPURTENANCES, AND HARDWARE REQUIRED FOR A COMPLETE ANTENNA CONTRACTOR UNDER THIS PROJECT BE INSPECTED BY THE NEW YORK IOIVISlON 2-SITE WORKI 301), THIS INCLUDES ALL APPLICABLE REFER'ENCE STANDARDS, INSTALLATION PAINT ALL NEW ITEMS, DISTURBED EXISTING SURFACES, AND BOARD OF FIRE UNDERWRITERS' BUREAU OF ELECTRICITY AT THE OTHER AREAS INDICATED. CONTRACTOR'S OWN EXPENSE. 02110-CLEA~RIN~ CAST-IN-PLACE CONCRETE SHALL BE NORMAL WEIGHT AIR ENTRAJNED CONCRETE AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF PERFORM ALL SITE WORK AND LANDSCAPING AS SHOWN ON THE THE CONTRACTOR SHALL APPLY FOR A PERMIT FROM NYBFU BUREAU OF CLEAR AND GRUB THE SITE AS SHOWN ON THE DRAWINGS, AND AS 4,,000 PSI AT 28 DAYS. THE MAXIMUM SLUMP SHALL BE 4 INCHES, AIR DRAWINGS OR REQUIRED TO COMPLETE THE WORK. ELECTRICITY. ELECTRICAL WORK MAY NOT BE STARTED UNTIL THE REQUIRED TO ALLOW FREE AND UNOBSTRUCTED USE OF THE FENCED ENTRAINMENT SHALL BE 6% MIN, GROUND THE SHELTER, ANTENNA SUPPORT STRUCTURES, CABLE SUPPORT CONTRACTOR HAS FILED FOR A PERMIT FROM NYBFU. COMPOUND, AND TO PERMIT THE INSTALLATION OF ALL UTILITY-RELAtED AND EQUIPMENT-RELATED STRUCTURES. PROTECT TREES AND SHRUBS ALL CONCRETE MIXES SHALL BE PROPORTIONIED SO THAT NO MORE STRUCTURES, AND CABLES IN ACCORDANCE WITH THE CELLULAR COMPANY NO WORK WILL BE ACCEPTED BY THE OWNER OR THE; CELLULAR COMPANY THAT ARE NOT SCHEDULED FOR CLEARING' BY PROVIDING TEMPORARY THAN 635 POUNDS OF CEMENT ARE USED PIER CUBIC YARD OF AND NATIONAL ELECTRICAL CODE REQUIREMENTS. UNTIL ACCEPTANCE IS MADE BY NYBFU. FENCING AROUND THEM. CONCRETE AND NO MORE THAN 5.0 GALLONS; OF WATER ARE USED Per BAG OF CEMENT (0.4-5 MAXIMUM W/C RATIO),, 01011-DEFINITIONS AND STANDARDS A CERTIFICATE OF TOTAL COMPLIANCE AND ACCEPTANCE BY NYBFU WILL REMOVE ROOTS AND STUMPS 1" IN DIAMETER AND LARGER TO A DEPTH THE TERM "PROVIDE" MEANS FURNISH AND INSTALL COMPLETE AND BE REQUIRED UPON COMPLETION OF THIS PROdECT. OF 12" BELOW GRADE, OR THAT REQUIRED BY FOUNDATION, ELECTRICAL CONCRETE REINFORCING BARS 'SHALL BE GRADE 60 DEFORMED BARS AND GROUNDING WORK, WHICHEVER IS DEEPER. AND SHALL CONFORM TO ASTM SPECIFICATION A§15 WITH A MINIMUM READY FOR INTENDED USE, AS APPLICABLE IN EACH INSTANCE. 01340--SHOP DRAWINGS. PRODUCT DATA AND SAMPI F~; YIELD STRENGTH FYi60 KSI. ALL WELDED WIRE FABRIC SHALL CONFORM PROTECT EXISTING UTILITIES AND STRUCTURES DURING CLEARING AND TO. ASTM A185, WITH FY=70 KSI. THE TERM "DAM" OR "CELLULAR COMPANY" MEANS BELL ATLANTIC SUBMIT SHOP DRAWINGS, SAMPLES AND PRODUCT DAT~A AS REQUESTED GRUBBING OPERATIONS. MOBILE. BY THE CELLULAR COMPANY TO THE ENGINEER. A MINIIMUM OF (6) SIX UNLESS NOTED OTHERWSE, MINIMUM CONCRETE COVER FOR THE_ TERM "ENGINEER" SHALL MEAN DVIRKA AND BARTILUCCl COPIES SHALL BE SUBMITTED. WORK OF THE AFFECTED PROVIDE BARRICADES, WARNING SIGNS AND LIGHTS REQUIRED AT ALL TIMES. REINFORCING BARS SHALL BE AS FOLLOWS: CONSULTING ENGINEERS, WOODBURY, NEW YORK. SECTION SHALL NOT PROCEED UNTIL THE ENGINEER H,AS REVIEWED AND ACCEPTED SUBMITTALS. SCHEDULE A MIINIMUM OF 1¢ LEGALLY DISPOSE OF CLEARINGS, ROOTS, DEBRIS, AND EXCESS `3" FOR FOUNDATION BOTTOM BARS; 1 1/2" IFOR FOUNDATION TOP BARS; 1 THE TERM OWNER AND PROPERTY OWNER SHALL MEAN THE SAME THING, CALENDAR DAYS FOR ENGINEER'S REVIEW AND RESPONSE OF EACH MATERIALS IN AN OFF-SITE LOCATION. BURNING IS PROHIBITED. 1/2" FOR #4 AND .SMALLER BARS USED AS 'TIES; I" FOR INTERIOR SLAB SUBMITTAL. MULTIPLE SUBMITTALS MAY BE REQUIRED. TOP AND BOTTOM REINFORCEMENT. 02220-EXCAVATING. BACKFILLING AND COMPACTING 01012-WORK BY OTH[R~ THE ENGINEERING REVIEW OF SHOP OR SETTING DRAWINGS MINIMUM LAP SPLICES OF REINFORCING BARS SHALL BE 40 BAR D!AMETERS, THE CELLULAR COMPANY MAY HAVE WORK PERFORMED UNDER SHALL ONLY BE CONSTRUED TO APPLY TO GENERAL LAYOUT OBTAIN PERMISSION FROM THE OWNER AND ALL UTILITIES PRIOR TO UNLESS OTHERWISE NOTED ON THE DRAWINGS OTHER CONTRACTS, CONCURRENTLY, WITH THE WORK OF THIS AND CONFORMANCE TO THE DESIGN CONCEPT TO THE PROJECT EXCAVATION. UTILIZE THE "CALL BEFORE YOU DIG" HOTLINE PRIOR TO CONTRACT. THE CELLULAR COMPANY MAY ALSO BREAK UP THE WORK AND FOR COMPLIANCE WITH THE GENERAL REQUIREMENTS OF THE EXCAVATION. VERTICAL AND/OR HORIZONTAL CONSTRUCTION JOINTS WILL NOT BE SHOWN AND SPECIFIED INTO SEVERAL SEPARATE CONTRACTS, OR CONTRACT DOCUMENTS. THE RESPONSIBILITY FOR ANY DEVIATIONS PERMITTED, PERFORM PART OF THE WORK WITH THEIR PERSONNEL, FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS SHALL CLEARLY STAKE AND MARK ALL EXISTING UNDERGROUND UTILITIES AND CONTRACTOR SHALL PERMIT ACCESS TO THE PROdECT TO REMAIN THE CONTRACTOR'S UNLESS HE HAS, IN WRITING, SPECIFICALLY STRUCTURES AND EXTENT OF NEW EXCAVATIONS AND FIELD LOCATE. THESE CONTRACTORS TO PERFORM THEIR WORK. THE CONTRACTOR CALLED THE ENGINEER'S ATTENTION TO SUCH DEVIATIONS AT THE TIME IDIVISION 5-METALSI ., SHALL COORDINATE HIS WORK WITH THE WORK UNDER OTHER OR SEPARATE OF SUBMISSION AND HAS RECEIVED THE ENGINEER'S WRITTEN EXCAVATE TO GRADES SHOWN ON THE DRAWINGS. STRIP TOPSOIL CONTRACTS TO ENSURE THE PROPER SEQUENCE OF OPERATIONS. THIS APPROVAL OF SUCH DEVIATIONS. LAYER AND STOCKPILE ON SITE. WHERE EXCAVATION GRADES ARE NOT 5 - ALSO PERTAINS TO THE INSTALLATION OF THE EQUIPMENT SHELTER. SHOWN ON THE DRAWINGS, EXCAVATE AS REQUIRED TO ACCOMMODATE 01400-QUALITY CONTROL THE INSTALLATION. OBTAIN APPROVAL FROM THE LOCAL BUILDING DESIGN ,AND CONSTRUCTION OF STRUCTURAL AND MISCELLANEOUS 01016-OWNER OCCUPANCY INSPECTOR, IF REQUIRED, AND THE ENGINEER PRIOR TO POURING STEEL SHALL CONFORM TO THE AMERICAN INSTITUTE OF STEEL ALL WORK SHALL BE PERFORMED IN A NEAT AND WORKMANLIKE CONCRETE. OBTAIN APPROVAL FROM THE LOCAL ELECTRICAL AND CONSTRUCTION "MANUAL OF STEEL CONSTRUCTION - ALLOWABLE ~':,. DURING THE COURSE OF CONSTRUCTION, THE PROPERTY OWNER(S), HiS MANNER, LEFT CLEAN AND FREE FROM DEFECT AND COMPLETELY UTILITY INSPECTORS PRIOR TO BACKFILLING UTILITY LINES. STRESS DESIGN," LATEST EDITION. EMPLOYEES, SUPPLIERS, CLIENTS, TENANTS AND VISITORS SHALL OPERABLE. THE CONTRACTOR SHALL PROVIDE ALL ITEMS INDICATED ON CONTINUE TO OCCUPY AND USE THE FACILIi~(. THE CONTRACTOR SHALL THE DRAWINGS. ALL MATERIALS SHALL BE NEW AND ALL WORK AND REMOVE LOOSE MATERIAL AND WATER FROM THE BOTTOM OF THE STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO ASTM SCHEDULE AND COORDINATE THE WORK ACCORDINGLY. MATERIALS SHALL BE GUARANTEED BY THE CONTRACTOR AS SPECIFIED EXCAVATION PRIOR TO PLACEMENT OF CONCRETE. DEWATERING SHALL A36, "STRUCTURAL STEEL" LATEST EDITION, UNLESS OTHERWISE HEREIN, WHETHER OR NOT SHOWN ON DRAWINGS, THE CONTRACTOR BE PERFORMED WITHOUT LOOSENING THE SUBORADE', iNDICATED, 0t045-cUTrlNG AN[,) PATCHING SHALL PROVIDE MISCELLANEOUS ITEMS OF EQUIPMENT AND HARDWARE TO FURNISH COMPLETE, FUNCTIONAL ASSEMBLIES. FOUNDATIONS SHALL BEAR ON UNDISTURBED NATURAL SOIL OR WELL ALL PIPES SHALL CONFORM TO ASTM A501 OR A5`3, TYPE E/S, GRADE B THE CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING AS COMPACTED SELECT GRANULAR FILL HAVING A MINIMUM ALLOWABLE (F'Y--55 KSI MIN.), ASTM ASO0 STEEL MAY BE USED iF A501 STEEL IS NOT REQUIRED TO PROVIDE ACCESS FOR INSTALLATION OF VARIOUS PARTS ALL WORK SHALL BE CAREFULLY COORDINATED WITH ALL TRADES BEARING CAPACITY OF 1.5 TONS PER SQUARE FOOT. AVAILABLE. OF THE WORK. ALL CUTTING SHALL BE PERFORMED SO AS TO MINIMIZE INVOLVED AND THE CONTRACTOR SHALL PROVIDE PROPER -, DAMAGE TO ADJACENT SURFACES PATCHING OF EXISTING MATERIALS CONNECTIONS, FITTINGS, VALVES, PIPING, ETC. FOR ALL EQUIPMENT, CONTRACTOR SHALL EMPLOY ALL NECESSARY MEASURES TO STRUCTURAL CONNECTION BOLTS SHALL BE HtlGH STRENGTH BOLTS AND ]. , , SHALL BE PERFORMED IN A NEAT AND WORKMANLIKE MANNER. ALL DRAWINGS ARE TO BE CONSIDERED DIAGRAMMATIC AND DO NOT SAFEGUARD THE STRUCTURAL INTEGRITY OF ADdACENT STRUCTURES CON~'ORM TO ASTM A`325 "STANDARD SPECIFICATION FOR STRUCTURAL ' HOLES IN MASONRY OR CONCRETE FLOORS AND WALLS SHALL BE CORE NECESSARILY INDICATE THE ACTUAL LOCATION OR ROUTING OF DURING EXCAVATION AND CONSTRUCTION OF FOUNDATIONS, SIDEWALL BOLTS, STEEL, HEAT-TREATED, 120/105 ~SI tMINIMUM TENSILE STRENGTH," DRILLED OR SAW CUT PATCHING SHALL INCLUDE THE RESTORATION OF EQUIPMENT, PiPiNG OR DUCTWORK. DRAWINGS SHALL BE FOLLOWED AS STABILITY OF EXCAVATIONS SHALL BE MAINTAINED DURING LATEST EDITION. BOLTS SHALL BE 5/B" DIAMETER, UNLESS OTHERWISE PAINTED SURFACES, SEAL ALL PENETRATIONS WITH PIGMENTED CLOSELY AS CONDITIONS ALLOW TO COMPLETE THE INTENT OF THE CONTRACT. CONSTRUCTION. ANY UNUSUAL FIELD CONDITIONS SHALL BE NOTED, SILICONE CAULK FOR A WEATHERPROOF SEAL. PROVIDE U.L. LISTED Fire IMMEDIATELY BROUGHT TO THE A'FFENTION OF THE CELLULAR COMPANY AND A QUALIFIED ENGINEER RETAINED BY THE CONTRACTOR. SHOP CONNECTIONS SHALL BE WELDED OR BOLTED: FIELD STOPS WHERE PENETRATIONS ARE MADE THROUGH F~RE RATED FLOOR 01410-SURVEY CONNECTIONS SHALL BE BOLTED UNLESS OTHIERWISE INDICATED. ALL AND WALL ASSEMBLIES. BACKFILL MATERIAL FOR EXCAVATIONS SHALL BE CLEAN, STRUCTURAL BOLTED CONNECTIONS SHALL BE MAOE WITH HIGH STRENGTH BOLTS. THE CONTRACTOR SHALL LAYOUT ALL WORK, AND USE THE ENGINEERS BACKFILL, FREE OE ORGANICS, DEBRIS, WASTE, FROZEN MATERIAL, AND 01051-EXISTING CONDITIONS FIELD REFERENCE TRUE NORTH LINE FOR LOCATING ANTENNA DIRECTION. OTHER DELETERIOUS MATTER. ALL BACKFILL AND FILL SHALL BE CONTRACTOR SHALL COMPLY WITH AWS CODE FOR PROCEDURES, REFERENCES TO TRUE NORTH ON THE ORAWINO ARE F,OR GENERAL COMPACTED IN B INCH MAXIMUM LAYERS TO 95% MAXIMUM DRY DENSiTY APPEARANCE AND QUALPI~' DF WELDS, AND FOR METHODS USED IN , ALL CONDITIONS AND DIMENSIONS SHALL BE VERIFIED BY THE DESIGN iNFORMATION ONLY. AT OPTIMUM MOISTURE CONTENT PER ASTM 01557, MINIMUM DRY CORRECTIVE WELDING. ALL WELDERS AND WELDING PROCESSES SHALL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPORT TO THE ENGINEER, iN COMPACTED UNIT WEIGHT OF SOIL BACKFILL SHALL BE 110 POF. FOR BE QUALIFIED IN ACCORDANCE WITH AWS "BTALNDARD QUALIFICATION WRITING, SIGNIFICANT VARIATION OR DISCREPANCIES OF THE UTILITY LINES, FIRST LAYER OF EMBEDMENT AND BACKFILL SHALL BE PROCEDURES." ALL WELDS SHALL BE WITH E7~O ELECTRODES, UNLESS CONDitiONS NOTED OR IMPLIED, IMMEDIATELY UPON DISCOVERY OF SELECT GRANULAR FILL. SELECT GRANULAR FILL SHALL MEET THE OTHERWISE NOTED SUCH CONDITIONS. REQUIREMENTS FOR BACKFILL, AND, SHALL ALSO BE WELL GRADED WITH LESS THAN 10% FINES. L UNAUTHOR,ZED , TERAT,ON OR Ot ON BELL TECHNICAL SPECIFICATIONs ~" ~, TO THIS DOCUMENT IS A VIOLATION OF 140B_15A . SECT,ON OE THE YORK STATE ATLANTIC MOBILE , EDUCATION LAW. MINEOLA iNEW YORK I ..,'I ,, EQUIPMENT SITE NO 978487 P.o. S.D.D. DVIRKA AND BARTILUCCI ' , , 2, , R 0 H C A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P C NpNE , ", IDIVISION 16-ELECTRICALI 16010-BASIC ELECTRICAL RE©U~REMENT$ PROVIDE ENGRAVED PLASTIC NAMEPLATES AT SERVICE DISCONNECT AND OTHER LOCATIONS SPECIFIED BY CONSTRUCTION MANAGER. 1,0 GENERAL ATTACHMENT MEq'HOD OF NAMEPLATES SHALL NOT VIOLATE THE LISTING OF THE EQUIPMENT, FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TRANSPORTATION AND APPURTENANCES NECESSARY FOR A COMPLE-FE PERFORM GROUNDING, FUNCTIONALITY AND SHORT-CIRCUIT TESTS AS AND OPERATIONAL INSTALLATION AS SHOWN ON THE DRAWINGS AND AS REQUIRED BY THE CELLULAR COMPANY AND THE LOCAL ELECTRICAL SPECIFIED HEREIN. THE FOLLOWING ITEMS OF WORK ARE TO BE INSPECTOR. iNCLUDED: 164-50-GROUNDING SYSTEM 1. ELECTRICAL SERVICE INCLUDING COORDINATION WITH THE UTILITY. THE GROUNDING SYSTEM SHALL BE FURNISHED AND INSTALLED IN 2. tELEPHONE EMPTY CONDUIT SYSTEM INCLUDING COORDINATION ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (LATEST EDITION) WITH THE UTtLII'f AND THE CELLULAR COMPANY'S GROUNDING SPECIFICATIONS (LATEST EDITION) AND ANY OTHER AGENCIES HAVING JURISDICTION. .~. OPERATIONAL TESTING AND ADJUSTING OF ELECTRICAL SYSTEM GROUND SERVICE RACEWAYS IN ACCORDANCE WITH NEC 250-52. 4 GROUNDING SYSTEM ALL WORK SHALL BE PERFORMED IN FULL COMPLIANCE WITH THE 16670-ANT~:NNA C_ABLES AND ACCESSQRI~S LATES1 EDITIONS OF THE NATIONAL ELECTRICAL CODE, THE NEW YORK SI"ATE FIRE PREVENTION AND BUILDING CODE, THE CELLULAR 1.0 GENERAL, COMPANY'S GROUNDING SPECIFICATIONS, THE NATIONAL ELECTRICAL SAFETY CODE AND THE SPECIFICATIONS OF THE LOCAL ELECTRIC AND FURNISH ALL LABOR, MATERIALS, EQUIPMENT, TRANSPORTATION, FELEPHONE UTILITIES. SERVICES AND APpILIANCES NECESSARY FOR RECEIVING, INSTALLING, TESTING AND ADJUSTING ANTENNA CABLES FOR A COMPLETE AND OBfAIN AND PAY FOR ALL REQUIRED PERMITS, iNSPECTiONS AND OPERATIONAL INSTALLATION FROM THE ANTENNA TO THE CONNECTION CERIlFICATES. PROVIDE A COMPLETED FINAL CERTIFICATE OF BEFORE THE MDF iN THE PREFABRICATED SHELTER, AS SHOWN ON THE APPROVAL OBTAIN AND PAY FOR ALL UTILITY CONNECTION CHARGES. DRAWINGS AND AS SPECIFIED HEREIN. 2~)__~ 2.0 MATERIALS ALL MATERIALS SHALL BE U.L, LISTED. A. ANTENNA CABLES UNLESS OTHERWISE NOTED, ALL CONDUIT SHALL BE PVC, SCHEDULE 40, 1. UNLESS OTHERW~ISE NOTED, CABLES SHALL BE FOAM DIELECTRIC EXCEPT WHERE SUBdECT TO PHYSICAL DAMAGE, WHERE SUBdECT TO COAXIAL CABLES AS; SPECIFIED BY AT&T WIRELESS SERVICES. PHYSICAL DAMAGE, PVC CONDUIT SHALL BE SCHEDULE 80. CONDUIT EXPOSED TO ATMOSPHERE SHALL BE UV-RESISTANT. MINIMUM RADIUS FOR CABLE RUNS OF UP TO 225': USE 7/8" CABLE. OF ALL BENDS SHALL BE 24", CONDUIT INSTALLED IN UNDERGROUND LOCATIONS SHALL BE LISTED FOR SUCH USE. CONDUIT FOR ELECTRICAL FOR CABLE RUNS OF 225' TO 325': USE 1 1/4" CABLE. SERVICE SHALL BE APPROVED FOR USE BY THE UTILITY. FOR CABLE RUNS GREATER THAN 325': USE 1 5/8" CABLE. ALL CONDUCTORS SHALL BE COPPER. CONDUCTOR INSULATtON CLASS CALL BE EQUAL TO OR GREATER THAN THE VOLTAGE TO WHICH THEY 2. CABLES SHALL BE PROVIDED WITHOUT SPLICES AND WITH ARE SUBJECT, CONNECTORS AT EACH END. CONDUCTORS FOR ELECTRICAL SERVICE, WHEN DIRECT BURIED, SHALL BE B. CONNECTORS, HANGERS AND ACCESSORIES TYPE "USE," iNSULATED AT 600V, SUITABLE FOR DIRECT BURIAL. ALL OTHER CONDUCTORS SHALL BE TYPE "XHHW", INSULATED AT 600V. SERVICE 1. CONNECTORS, HANGERS AND ACCESSORIES SHALL BE PLACED AND ENTRANCE CONDUCTORS SHALL MEET REQUIREMENTS OF ELECTRICAL UTILITY. INSTALLED AS RECOFMMENDED BY THE CABLE MANUFACTURER AND PER THE CELLULAR COMiPANY'S REQUIREMENTS, EACH FUSED DISCONNECT SWITCH SHALL BE LEFT EQUIPPED WITH A COMPLETE SET OF SPARE FUSES. FUSES SHALL BE DUAL ELEMENT AND .%0 EXECUTION APPROVED BY THE MANUFACTURER FOR ITS INTENDED USE, FUSES SHALL BE RATED FOR A MINIMUM 100,000 AIC. ANTENNA CABLE LENGTHS SHALL BE FIELD MEASURED BY THE INSTALLER. THE INSTALLER SHALL NOTIFY THE CELLULAR COMPANY COORDINATE SHORT CIRCUIT WITHSTAND RATINGS OF EQUIPMENT WITH PRIOR TO THE PURCHASE OF THE CABLE, THE OVERALL LENOTH AND THE AVAILABLE FAULT CURRENT AT THE UTILITY AND AT THE POINT OF TYPE OF CABLE pi_cANNED TO BE USED. SERVICE. CABLES SHALL BE LABELED WITH PERMANENT MARKERS, BRASS TAGS ALL EQUIPMENT INSTALLED OUTDOORS SHALL BE NEMA .3R. STAMPED WITH ANTE'NNA ORIENTATION AND NUMBER AND A~q'ACHED WITH STAINLESS STF~EL TIE WIRES. TAGS SHALL BE PROVIDED AT: PROVIDE EQUIPMENT, DEVICES, CONDUIT AND WIRING AS SHOWN ON THE ELECTRICAL RISER DIAGRAM AND AS REQUIRED FOR A COMPLETE 1 ANTENNA LOCATIONS OPERATING SYSTEM. 2. AT 50' iNTERVALS ,3.0 EXECUTION .3. BEFORE ENTRY INTO THE PREFABRICATED SHELTER INSTALL CONDUIT PARALLEL OR PERPENDICULAR TO STRUCTURES UNDERGROUND CONDUIT SHALL BE PITCHED TO DRAIN WHERE 4-. AT THE TERMINATION, BEFORE THE MDF. REQUrRED. ALL CABLE CONNEC]DONS OUTSIDE SHALL BE COVERED WITH A SERVICE ROUTES SHOWN ARE PRELIMINARY. OBTAIN CONFIRMATION WEATHERPROOF SPLllCtNO KIT. THE KIT SHALL BE AS SPECIFIED IN THE FROM THE CELLULAR COMPANY AND THE UTILITIES PRIOR TO CELLULAR COMPANY"S GROUNDINO SPECIFFCAT~ONS. INSTALLING. THE MINIMUM BENDING RADIUS FOR ANTENNA CABLES SHALL BE AS VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES THROUGH THE SHOWN BELOW: USE OF AN UNDERGROUND UTILITY LOCATING SERVICE CABLE SIZE IN AIR OR CABLE TRAY IN CONDUIT ALL FEEDER CABLES SHALL BE TAGGED AT TERMINAL POINTS IN ALL 7/8" 10" 18" BOXES. COLOR-CODE CABLES /N ACCORDANCE WITH THE NATIONAL 1 1/4-" 15" 22" ELECTRICAL CODE, UTILITY REQUIREMENTS AND INDUSTRY STANDARDS. 1 5/8" 20" 28" EXISTING ELECTRICAL UTILITIES AT THE OWNER'S FACILITY SHALL BE KEPT 1/2" FOAM JUMPER 6" N/A INTACT AT ALL TIMES. ANY UTILITIES DAMAGED BURINO CONSTRUCTION SHALL BE REPLACED IN KIND. CABLES SHALL BE I¢STALLED WITH A MINIMUM NUMBER OF BENDS WHERE POSSIBLE. CABLES SHALL NOT BE LEET UN-TERMINATED AND MAKE FINAL CONNECTION TO PREFABRICATED SHELTER. FURNISH AND SHALL BE SEALED I~vlMEDtATELY AFTER INSTALLATION. INSTALL GROUNDING ELECTRODES IN ACCORDANCE WITH NEC 250 AND 810-21. REFER TO DRAWINGS; FOR ADDITIONAL REQUIREMENTS. FURNISH AND iNSTALL NEW ELECTRICAL SERVICE AS SHOWN ON THE END OF S~ DRAWINGS PROVIDE CONTINUOUS, 1/4" POLYPROPYLENE PULL ROPE IN ENTIRE RUN OF TELEPHONE EMPTY CONDUIT SYSTEM. DNAUTHOR,ZEO ALTERAT,ON OR OITION IIm (]) TECHN ] BELL AT NTIC MOBILE TO THIS DOCUMffNT tS A ~O~TION OF 1406~A SECTION 7200 OF THE NEW YORK STATE ¢_~ ~ . EDUCATION ~W. ~ , . , . , . .INEO - YOR ICAL SPECIFICAT ONS m ' '" UNMANNED IRELESS COMMUNICATION SHE 2 OF 2 R.o, 6.a. BARTILUCCl EQUIPMENT SITE NO. 978 87 ' , ,, DVIRKA AND '' "" "' " '"' ' OESIGNED Fl~ CHECKED a~: CONSULTING ENGINEERS '. PECONIC" R.L.S, H.C. A DIVISION OF WILLIAM F, COSUMCH ASSOCIA~S, P.C. r '