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Home My WebLink AboutSP200000072 Action Letter + COUNTY OF ALBEMARLE Department of Planning & Community Development 401 Mclntire Road. Room 218 Charlottesville. Virginia 22902-4596 (804) 296 - 5823 Fax (804) 972 - 4012 May 30, 2001 Reg Alford 1306 Municipal Road Roanoke, VA 24012 RE: SP-00-72 Crown Orchard (Nextel/Crown Castle); Tax Map 91, Parcel 28 Dear Mr. Alford: The Albemarle County Board of Supervisors, at its meeting on May 16, 2001, unanimously approved the above-noted request. Please note that this approval is subject to the following conditions: 1. Approval of this special use permit shall only apply to the building described in the applicant's request and site construction plans entitled "VA-064P-d Patterson Mountain Co-Locate Guyed Tower", dated January 21, 2001; and, 2. None of the related antennas, nor any future antennas for use by other service providers shall be installed on this tower prior to administrative approval, in accordance with condition number 4 of SP-93-15 which states Staff approval of additional antennae installation. No administrative approval shall constitute support for or approval of, the location of additional tower, antennae, etc., even if they may be part of the same network or system as any antennae administratively approved under this section. In the event that the use, structure or activity for which this special use permit is issued shall not be commenced within eighteen (18) months after the issuance of such permit. the same shall be deemed abandoned and the authority granted thereunder shall thereupon terminate. For purposes of this section, the term "commenced" shall be construed to include the commencement of construction of any structure necessary to the use of such permit within two (2) years from the date of the issuance thereof which is thereafter completed within one (1) year. Before beginning thiS use. you must obtain a zoning clearance from the Zoning Department. Before the Zoning Department will issue a clearance, you must comply with the conditions in this letter. For further information, please call Jan Sprinkle at 296-5875 Page 2 May 30, 2001 If you should have any questions or comments regarding the above-noted action, please do not hesitate to contact me. Sincerely, Y~~erg Director of Planning & VWC/jcf Cc: Amelia McCulley Jack Kelsey Bob Ball Tex Weaver Steve Allshouse NEXTEL SITE NAME: PATTERSON NIOUNTAIN NEXTEL SITE #: VA-064P-D CARTERS MOUNTAIN TRAIL CHARLOTTESVILLE, VA. 22902 DESCRIPTION TITLE SHEET SiTE PLAN ELEVATION Vlt'N CONSTRUCTION DETAILS FOUNDATiON PLAN AND DETAILS STRUCTURAL DETAILS ELECTRICAL NOTES AND LEGEND ELECTRICAL SITE PLAN GROUNDING SITE PLAN ELECTRICAL GROUNDING DIAGRAM AND DETAILS ELECTRICAL UTILITY DIAGRAM AND DETAILS THESE DRAWINGS ARE BASED ON iNFORMATION PROVIDED TO CLARK-NEXSEN 3Y NEXTEL AND THE TOWER OWNER. CONTRACTOR SHALL ASSUME ALL LIABILITY FOR ALL STRUCTURAL ANALYSIS. iNTEGRITY AND REQUIRED IMPROVEMENTS OF AND TO THE EXISTING TOWERS, EXISTING STRUCTURES AND EXISTING SUPPORTS. SHEET NUMBER T-1 C-1 C-2 C-3 S-1 S-2 E-1 E-2 E-3 E-4 E-5 SHEET INDEX N 'II GENERAL INFORMATION GENERAL INFORMATION LAT.: 3T 59' 06" LONG.: 78' 28' 48" PARCEL NUMBER 09100-00-00-02800 POWER COMPANY AEP (800) 956-4237 TELEPHONE COMPANY VERIZON (800) 826-2355 ZONING JURiSDICTION ALBERMARLE COUNTY DEED BOOK & PAGE 853, PG 656 FEMA FLOOD PLAIN ZONE 'C,-- TOWER OWfJER / CONTACT SHAW CAI P.O. BOX 299 BATESVlLLE, VA. (504) 819-1058 APPLICANT NEXTEL PA PROJECT SUMMARY SITE ADDRESS CARTERS MOUNTAIN TRAIL CHARLOTTESVILLE, VA. 22902 INC MOUNT'\IN aTNERS, SITE NUMBER VA-064P-D SITE NAME PATTERSON THE PflOJECT iNCLUDES: INSTAUATION OF 9' x 16' SHELTER ON A 10' x 20' CONCRETE PAD INSTALLATION OF 3 SECTORS: n ANTENNAS SECTOR A 3 ANTENNAS SECTOR B 3 ANTENNAS SECTOR C ANTENNAS TO BE MOUNTED AT 200' AGL ON EXISTING 270' GUYED TOWER PROJtCT DESCRIPTION (H.S, ENGINEERING: SUITE - 200,1, SERVICES 23464 STRUCTURAL ENGINEERING: CLARK NEXSEN 6160 KEMPSVilLE CIR, SUITE-200A NORFOLK, VA 23502 PHONic: 757 455-5800 FAX 757 455-5638 CONSULTANT TEAM ARCHITECTURE ANO CLAR~: NEXSEN 6160 KEMPSVILLE CIR, NORFOLK, VA 23502 RON I,OUSE, P.E. PROJECT ENGINEER PHONt:: (757) 455-5800 FAX: (757) 455-5638 SURVEYOB TECHNICAL AND ENVIRONMENTAL 5625 PROVIDENCE ROAD VIRGINIA BEACH, VIRGINIA, PHONE: (757) 420-4462 FAX: (757) 420-4463 TAKE 581 ~~ TO 81 N TO 64 E TO ROUTE 20 SOUTH. PROCEED TO ROUTE 53 AND TURN LEFT. PROCEED TO CARTERS MOUNTAIN TRAIL AND TURN RIGHT. SITE IS ON THE LEFT AT THE TOP OF THE MOUNTAJN. SITE DIRECTIONS PROJECT MANAGER: CONSTRUCTION MANAGER _ NEW/ORK OPERATIONS MANAGER NATiONAL DIRECTOR MANAGER: APPROVED BY AIC AIR CONDiTIONING l.IGR IL'Ji.\GER .l.CJ .l.CJUSTAllLE l.IlN l.IlNIl.IUl.I W; AllOV£ FINISH flOOR l.IlSC l.IiSCEUANEOUS APPROX APPROXil.lATELY ASTJ.I '\)'(ERlCAN SOCIETY FOR N NORm TESTING ilND I.IATERIALS NA NOT APPUCASLE AWG ,\),(ERlCAN WIRE GAUGE NIC NOT IN CONTRACT NTS NOT TO SO,L£ BtJlG BUILDING BU< BLOCK DC, OIC ON CENTER Bl.IR BASE l.IOBlLE RADIO 00 OUTSIDE DlAl.IETER BIS BUILDING STilNDARD OPG OPENING OPP OPPOSITE CLG CEIUNG CLR CLÐR P L'rWO PlYWOOD CONG CONCRETE PR PAIR CCNST CONSTRUCTION PROJ I'ROJ£CT ceNT CONTINUOUS PROP PROPERlY PT PRESSURE TREATED DBL DOUBLE DIA . Dw.iETER REO'D REQUIRED DIAG DIAGONAl Rt.4 Rool.l DIl.I DIl.IENSION RO ROUGH OPENING ON DO\\N DTL DETL OETAlL S SOUTH DWG DRAWING SHì SHffi Sll.I Sll.IlLM E EAST SPEC SPECIFlGA TION EA EACH SO SQUARE EL. ELEV ELEVATION SS STAINLESS snu ELECT ELECTRiCAl STL STEEL EO EOUAL STRUCT STRUCTURAl. EQUIP EOUIPl.IENT SUSP SUSPENDED [W EACH WAY Sol SHffi ';WI!. EXiST EXISTING EXl" EXTERIOR mRU ll-iROUGH TNND TINNED FIN FINISH TOC TOP OF CONCRETE FLUOR flUORESCENT TOt.4 TCP OF I.IASONRY FLR flOOR li'P l'If'1CAL FT FOOT UBC UNIFORl.I BUILDING GA GAUGE COCE G.AJ.V G.AJ.VilNIZE(D) UNO UNLESS NOTED GC GENERAl. CONTRACTOR OTHERWISE GRND GROUND OWB GYPSUl.I WALL BOARD V£RT V£RTICAl G'IP BD GYPSUl.I BOARD VlF V£R1fY IN FIELD vr VINYl TILE HARD'WO HARDWOOD HORIZ HORIZONTAL 1'1 W<ST ~.R HOUR 1'1/ WITH Hì HEK;KT WIN WlNooW fNAC HEATING, V£NT1NG <I< 1'1/0 WITHOUT AIR CONDiTIONING WP WATERPROOF [) INSIOE DIA IN INCH INFO INFORI.IATION ~SUL INSUlATION INT INTERIOR LE(S) POUND(S) ... ilNGLE &: ilND I.IAX I.IAXlt.4Ut.4 Il. CENTER UNE l.IECH l.IECHANICAl Il. PROPERlY UNE l.IET.l.fTL l.IETAL AT l.IFR IlANUFACTURER 0 I NUl.IBER &, REVlSIDN Æ <î> KEY NOTE ELEVAncN REFERENCE UQQJ ROCl.I NUl.IBER ffiJ IDJ KÐ"ED NOTE SECTION REFERENCE ABBREV A TIONS AND SYMBOLS - - . - @ ANY DIGGING t N 48 HOURS BEFORE -800-552-700 CALL NOT TO SCALE MAP VICINITY t N 2000' SCALE: ~~..;.,. '- ' ~7~'i/ 'y¡ MAP LOCAL / / I I .' -¿~1~- / FINAl. SfTE NUt.l8ER: VA-064P-D SITE NAI.IE: PATTERSON MOUNTAIN CO-LOCA TE GUYED TOWER SfTE ADDRESS: CARTERS MOUNT~N TRAJL CHARLOTTESVlUE, VA. 22902 ~ o z SS PAGE 2 "^"" , -~ Reqional office 1306 MUNICIPAL ROAD N.W. ROANOKE, VA. 240 12 TU.: (301) 931-9266 FI<I. (301) 931-2324 ZONING/pERMITTING (540) 314-8974 Tl£S£ t::fl,.I,WHCS Njo/æ Tl-£ ÞD:Ot.IPN('r'JoC SPECA:.A.TlCN AS 1tCSiR\AI:OO'S Of SÐM::t ÞR£. THE E)o.JJSry'[ F'RŒ'ERTY OF CROWH ~ a:R?ORAOOH N€J nt£R US( ~ P\.lEl..CATICH SH,IJl. EE RESTRCTtD TO Tl£ ORIQN.AL STE Fœ 'M-101 nÐ' Nl:E PRfPARfII. RElJSE., ~ OA P\.8....C).T'ON 13'1' N(1 wrnoJ. tl 'tIK'l£ OR tl PNrr, S P"Rl:tØTEDEXtfPTI3'1'WRITTDlf'ERWlSSIOHFRa, """" i:.\S!l£/lŒIffi """"000 mu: 1tl ¡æ;¡ ....... ""'Irs< sm:::FlCATDIS 9W..i IlflI)JN Wffii c::RCMi CASTI..E¡'IoÐ'T CCRf'l'.:&TDl WITrO.JT PR£.:lOC£ MC ~ CONt/rCT WITH Tl£, !'aU tnISTTTVTE PRla,A FN:[ EWlÐ«:t Œ w::t::f7rJH:Æ. Œ T1£S[ RE5lTOC110HS.. Architecture & Engineering 6160 Kempsville Circle, Suite 200A Norfolk, Virginia 23502 7571455-5800 Fax 7571455-5638 http://www.clarknexsen.com 19 ATTACHMENT D SU8MITTAL DESCRIPTlDN CONSTRUCTION DWGS FAH. ,~ 488.2 LEGEND AND A88REVIA TIONS T-2 CHECKED BY; DATE DRAWN; CCMM NO; SHE[[ 1m£: NUMBER; SHEt., .f:XlS.IlliÇ .lli:Y/ I CONC I I I CONCRETE ------ PROPERTY LINE PP/P POWER POLE 0 TELEPHONE/FIBEROPTIC PEDESTAL -[0[- OVERHEAD ELECTRIC I ~/ I ASPHALT // _F SILT FENCE ---- EASEMENT/LEASE AREA ., _.,.- CENTERLINE OF DITCH/SWALE -- - TOP OF DfTCH/SWAlE SUPE ~ TREELINE -X-X-X- FENCE LEGEND INSTALLED POWER NEUTRAL NORTH NOT APPLICABLE NOT IN CONTRACT NOT TO SCALE OWNER FURNISHED, CONTRACTOR ON CENTER OUTSIDE DIAMETER OPENING OPPOSfTE OVERHEAD TELEPHONE/OVERHEAD OVERHEAD POWER OVERHEAD TELEPHONE SCHEDULE 40 PLASTIC CONDUIT. PLYWOOD PAIR PROJECT PROPERTY PRESSURE TREATED RECEPTACLE REQUIRED ROOM ROUGH OPENING SOUTH SWITCH SHEET SIMILAR SPECIFlCATION SQUARE STAINLESS STEEL STEEL STRUCTURAL SUSPENDED SHEET VINYL THROUGH TINNED TOP OF CONCRETE TOP OF MASONRY TYPICAL UNLESS OTHERWISE NOTED UNIFORM BUILDING CODE UNDERGROUND POWER UNDERGROUND TELEPHONE VERTICAl VERIFY IN FIELD VINYL TILE WEST WITH WINDOW WITHOUT WATTS WEATHERPROOF TRANSFORMER ANGLE AND CENTER LINE PROPERTY LINE AT NUMBER NEUT. N NA NIC NTS O.F.C.1. OC, o/e 00 OPG. OPP OHT /OHP OHP OHT PVC. PLYWD. PR PROJ PROP PT RECPT. REQ'D RM R.O. S SW. SHT SIM. SPEC. SQ. SS STL. STRUCT. SUSP. S.V. THRU TNND T.O.C. T.O.M. TYP U.O.N. UBC UGP UGT VERT. VIF VT W W/ WIN WIO W. W.P. XFMR 2t & 'i fl c # ElEVATION REFERENCE SECTION REFERENCE NORTH ARROW & SYMBOLS LIST POLES MATERIAl.S INSTALLED ~ ~ ABBREVIATIONS THREE SINGLE POLE, TWO POLE, AIR CONDITIONING ADJUSTABLE ABOVE FINISH FLOOR ABOVE MEAN SEA LEVEL APPROXIMATELY AMERICAN SOCIETY-FOR TESTING AMERICAN WIRE GALiGE AMPERE BUILDING BLOCK BASE MOBILE RADIO BUILDING STANDARD COPPER CONDUIT ONLY CONDUfT SIZE AS NOTED CIRCUIT BREAKER CIRCUIT CEILING CLEAR CONCRETE CONSTRUCTION CONTINUOUS CONTRACTOR FURNISHED CONTRACTOR DOUBLE DIAMETER DIAGONAL DIMENSION DOWN DETAIL DRAWING DUAL ELEMENT FUSES EAST EACH ELEVATION ELECTRICAL EQUAL EQUIPMENT EACH WAY EXISTING EXTERIOR ELECTRICAL METALLIC TUBING (THIN WALL) ELECTRICAL CONTRACTOR EQUIPMENT GROUND BUS FINISH flUORESCENT FLOOR FOOT GAlVANIZED RIGID CONDUIT GROUND GAUGE GALVANIZE(D) GENERAL CONTRACTOR GYPSUM WALL BOARD GYPSUM BOARD HARDWOOD HORIZONTAL HOUR HEIGHT HEATING, VENTING AND AIR CONDITIONING INSIDE 01,1,. INCH INFORMATION INSULATION INTERIOR KILOWATTS POUND(S) MAXIMUM MECHANICAL METAL MANUFACTURER MANAGER MINIMUM MISCELLANEOUS MAiN GROUND BUS MOUNTED AND t r & REVISION KEY NOTES DETAIL REFERENCE ROOM NUMBER KEYED NOTES 1P, 2P, & 3P AIC ADJ. AFF A.M.S.L. APPROX. ASTM AWG A. OR AMP. BLDG. BUe BMR B/S CU. C.O. C. C.B. CKT. CLG CLR, CONC. CON ST. CONT. C.F.C.1. DBL. DIA., ø DIAG. DIM. ON DTL, DETL DWG. DEF E EA. EL, ELEV ELECT EQ. EQUIP. E.W. EXIST./EX. EXT EMT. E.C. EGB FIN. FLOUR. FLR FT. GRC. G. OR GRD. GA. GALV GC GWB GYP. BD. HARD'WD HORIZ, HR HT. HVAC 1.0. IN. INFO INSUL. INT. KW. LB(S) MAX. MECH MET, MTL MFR. MGR MIN. MISC MGB MTD. & CD ~ OQQJ IT] r- ATTACHMENT D vv , R"'Jionol office 1306 MUNICIPAl ROAD N.W. ROANCKE, VA. 2~12 TU.: (301) 931-9266 . fAX (301) 931-232~ ZONING/PER¡,¡fTTlNG (S.() 314---8974 ~ES£ 00),'Jl'¥.lCS N£Jjæ ìl£ .lœOWPiWl"NC SPECf'CA1'Qo /oS HS:'R!..JWEHTS Œ SEiMC£. ÞÆ. Tl-( OOJ..lSM: PROPERTY Œ~CAS!l.£¡'l£r.U~T'ONIrlÐll£RIJS£.IrH:l fllJl3l..b~ SI-W..l !I: Rßi'RICTED TO n£ ORGMH.. SITE FQR'l'rtCHTt£YAAf.flRE?AA£IlRElJS£,REPRCXllJC'TDCOR PUBlX.A~ 9'1" J.j(f wrnoJ, IN 'MQ.[ M N PNff, IS P'RCtØi'El EXWT S'!' WIm'Dl PERYSSìOH FROW """" ClSnf¡'l<rnU """""'"'" mu: m 1lG: PUlIS ""/0' ~TrHS ~ RflLIIoI 'Iffi1 ~ CASl1.EþÐTEL CORf'aUTlCN MTl-O.1T PRfJUOCE Nf:¡ ~ CONTÞCT 'tlfT'H 1l1ß1 SH,IrU COHSllTlIl! ~WA F'ÞClE MlÐ«::E Œ ACCEPTJr.Ha: Of l1-[S[ I6iRC'OC:HS. PAGE 3 GENERAL NOTES ALL UNDERGROUND UTILITY INFORMATION SHOWN HEREON DETERMINED FROM SURFACE EVtDENCE. All UNDERGROUND UTILITIES SHOULD BE LOCATED IN THE FIELD PRIOR TO COMMENCEMENT OF ALL SITE WORK. CALL LOCAL UTILITY A MINIMUM OF 48 HOURS PRIOR TO PLANNED ACTMTlES. AlL CONTRACTORS SHALL BE SOLELY RESPONSIBLE FOR WORK PROCEEDING IN A SAFE AND ORDERLY MANNER IN ACCORDANCE WITH THE APPLICABLE CODES AND REQUIREMENTS OF THE OCCUPATIONAl SAFETY AND HEALTH ADMINISTRATION. AlL CONTRACTORS AND/OR THEIR EMPLOYEES MUST IMMEDIATELY NOTIFY THE CONSTRUCTION MANAGER OF ANY UNSAFE CONDITION5 DURING COURSE OF WORK. 2. ALl EROSION AND SEDIMENT CONTROL DEVtCES SHALL BE INSTALLED IN ACCORDANCE AT THE FIRST PHASE OF CONSTRUCTION AND CHECKr:D PERIODICAlLY TO ENSURE THEY ARE FUNCTIONING AS INDICATED WITH THE LATEST EDITION OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE STOCKPILING OF EXCESS MATERiAl 3. 4. 5. ALLOWED. TOPSOILED BE BE ON SITE WILL NOT ANY VEGETATED AREA DISTURBED BY CONSTRUCTION SHALL SEEDED TO RESTORE A PERMANENT VEGETATIVE covm. Architecture & Engineering 6160 Kempsville CIrcle, Suite 200A Norfolk. Virginia 23502 7571455-5800 Fax 7571455-5638 bttp:l/www. clarknexsen. com SUBMmAL OESCRIPTION CONSTRUCTION owes FlNAl TOWER DATA 37 59 06" N 78" 28' 48" W EXISTING LATITUDE:. . , LONGITUDE: _ "-. /EXlSnNG V TOP OF Sl.OP[ '" '" NOTE: SEE SHEET 'E-2' FOR ROUTING OF ElECTRiCAl AND TELEPHONE CONDUITS. PROPOSED NEXTEL 10' X 20' LEASE AREA / ....,'\ \ \ \ \ \ "- '" '" '" '" '" '" '" "- '" '" '" '" '" '" '" '" \ ------ '-.. '-.. ........ "'-.. AND AND THE DIRECTION OF TRUE NORTH WILL HAVE TO BE VERIFIED IN THE FIELD. THE MAGNETIC DECLINATION INDICATED IS CALCULATED BASED ON THE LATITUDE LONGIUDINAL COORIDINATE GIVEN BY NEXTEL 6. t~ NM C"l Al Ô """ '" '-. """ \ \ \ \ \ \ \ \ \ \ \ \ SITE NUI.lBER: VA-064P-D SITE NAME; PATTERSON MOUNTAIN CO - LOCATE GUYED TOWER SITE ADDRESS: CARTERS MOUNTAIN TRAIL CHAR LOTTESVlLL£. VA. 22902 1\ PROPOSED NEXTEL ) 9'X16' CELLXION SHELTER ) PROPOSED 5'X5' 7 CONCRETE PIERS (TYP. OF 4) EXIStiNG ^ / GRA vrL '-/ V IV \ \ \ \ \ \ , \ 11M FAH 1/1/11 OR,.\'/IN BY: CHECKED BY: DATE DRAWN: LL\ "'YJ L\ PROPOSED ICE s-27 BRIDGE ~ o :z ~ 20 PLAN 1 c- SHEET TITlE' SITE NUMBER: SHEET 40' PLOT) PLOT) 20' X 17" X 36" GRAPHIC SCALE (FOR 11" (FOR 24" o 5' "=20' "=10' o SCAlE: SCAlE: '=10' [~/sr¡NC cur rrP[s pp/P ) EXISTING GuYED TOM> i "O:;;;Si~,"o ~ I £XfSTiNCfl I UTIL I (if CRAlÆL I / m I /", ( / "'-.. / '-. ~ "'-.. '-. "'-...J ?~ pp/P / / / PLAN '=10' SITE SCALE: ATTACHMENT D PAGE 4 Kegloncl office 1306 l.lUNICIPAl ROAD N.W. ROANOKE, VA. 24D12 TEl.; (:lOl) 931-9266 FAX (:lOI) 931-1324 ZONING/pERl.lrrTING (5-4<)) 314-8974 ThtSE DRAWINGS ÞHJ/OO T'H£ J£O:II"AK'I'lHC SP£CFr.IJ1OH AS ~ Of SUM::(. ÞRE n£ EXCtI.BVE PRCPOOY Of CROlnt CAS11..E.¡'lr£X CORf'CAATlCH AHa ntJR USE N() ?\Æl...CAnoN ~ BE RESTRCITD 10 11-£ ORICIW.. SITE ~ WHCH Yl£'T' ~ PREPAAED. REt.&, ~ œ: P!J9...C,.\,T1OH BY N('( 1r£Tl<X). t/ 'IHCli CR IN FWfT. S P'Rat£ITED EXCU'T BY WRITTEN ~ no. """" CIóTll/IÐ'!Ð. """"",reo lTIlf to 1l£S[ PIJHS NÐ¡æ SP£CfOOOHS SHAll RGWH Il'Tli aø'N CASTl..E,/N£Xm. cæPOAAT'(W 'II1T'rlOUT PR£..U)C£ Nf: 'Æ.iUAL CXHTÞCf WITH l}£W Sl-WJ. CDßTìMt PRII44. nœ: E:W:.£HC[ Œ Jl:J:HffNa. r:F 'MSE ~ NOTE: ALL TOWER/ANTENNA DESCRiPTIONS AND ELEVATiONS STATED ON THIS SHEET HAVE BEEN PROVIDED WiTHOUT A TOWER AS-BUILT DRAWING AND MUST BE FIELD VERIFIED PRiOR TO CONSTRUCTION. i o z ~ 21 Architecture & Engineering 6160 Kempsville Circle, Suite 200A Norfolk, Virginia 23502 757/455-5800 Fax 7571455-5638 http://www.c/arknexsen.com SUBMITTAL SITE NUl.lBER: VA-064P-D SITE NAME: PATTERSON MOUNTAIN CO-LOCA TE GUYED TOWER SITE ADDRESS: CARTERS MOUNTAJN TRAIL CHARLOTTESVILlE. VA. 22902 CONSTRUCTION owes ELEVATION VIEW NUMBER; C-2 /1/1 DRAWN; SHEET FlNAL TITlE; DRAWN SHEET DATE TOP OF EXISTING ANTENNA ELEVATION = [270'±] TOP OF EXISTING ANTENNA ELEVATION = [253' -O"±] BOTTOM OF EXISTING ANTENNA ELEVATION [247' -O"±] TOP OF EXISTING ANTENNA ELEVATION = [239'±] BOTTOM OF EXISTING ANTENNA ELEVATION = [232'±] TOP OF EXISTING ANTENNA ELEVATION = [228'-0"±] BOTTOM OF EXISTING ANTENNA ELEVATION [218'-0"±] ANTENNA EXISTING DISH ANTENNA = [17S'-S"±] EXISTING DISH ANTENNA = [168'-6"±] 3' DIA. DISH ELEVATION = PROPOSED ANTENNA = [204'±] PROPOSED NEXTEL = [19S'± [±10'-01 ELEVATION BOTTOM OF ELEVATION TOP OF ELEVATION BOTTOM OF ELEVATION TOP OF PROPOSED ICE BRIDGE PROPOSED NEXTEL 9' X 1S' CELLXION SHELTER MOUNT 3' 01,1,. DISH ELEVATION = [30' -O"±] 4' DIA. DISH ELEVATION = [27' -O"±] 2' DIA. DISH ELEVATION. = [25' -O"±] 2' DIA. DISH ELEVATION = [17' -O"±] 3' 01,1,. DISH ELEVATION = [13' -O"±] - ~ 1 EXISTING 270' GUYED TOWER C-2 NOT TO SCALE PIPE EXISTING ANTENNAS ELEVATION = [250'-O"±] EXISTING ANTENNAS ELEVATION = [223' -O"±] PROPOSED NEXTEL ANTENNAS ELEVATION = [200'-0"±] (1) EXISTING ELEVATION = 6' 8' GRID wi [172'-6"±] EXISTING ANTENNAS ELEVATION = [235-0"±] c-3 l ~ / <'SS. Olp ~ , c-~ ~ TOWER MOUNTED STANOOFF FRAME "" = , .g: "- 0/ ANTENNA MOUNT NOT TO SCALE [ ELEVATION PLATFORM NOT TO SCALE ATTACHMENT D Tæi£ CF.A'fl'toICS JHJ/œ. Tl£ ~ SP£I:I'lCA1"Dl AS HS'ffiUiIlOO5 ~ rÐl'iIŒ. IÆ M EXQ..L!SM PROP£RTY CF CflOWN CAS'1t.£ft£XTU. ~~ NCJ ll£R IJS£ IrKJ F\i8IJCAT"(:fjÇ-W,l..8[RESffilCiEDTOn£ORGJrui.!rn: Fæ 'fHCH Tl£Y AA£ PREPAA£Il IlEUSt REPI'OJOCl"O OR ?t;8UCAT'Ol Br N('f wmm, IN IH1£ M .. PARr, ts ffiOHBTED EXCEPT BY ~ ~ rROW c:a:w CASil.E/IÐm ~fD( 11II.£ m Tæl: FV.ItSi NfJjrß. SPÐ::Fr..&.ll)(S 9W.l. ~ Iilmi l::IlDØ CASTl.£¡'lÐ1n COR?œATlCH 'MTl-O.J1 ~[JUoa: IKJ 'v&W.. crMTACT WITH THÐI SiWl ~ PRIWA FÞC£. EYC:lÐCE Œ ~CE or TIß£ RESTRJ:l'DCS.. Architecture & Engineering 6160 Kempsville Circle, Suite 200A Norfolk, Virginia 23502 7571455-5800 Fax 757/455-5638 http://www.clarJmexsen.com SUBMITTAL (l ; :'~~:r~ Regional office 1305 l.lUNICIPAL RO.AD N.W. R(])NOKE, VA. 24012 ffi; (301) 931-9266 FAX (.lOI) 931-2324 20NING/PERlIrTTING (54lJ) 314-8974 CONSTRUC1lCN owes SITE NUl.lBER: VA-064P-D SITE NAl.l E: PATTERSON MOUNTAIN CO-LOCATE FlWL ANTENNA AND COAXIAL CABLE SCHEDULE ANTENNA SECTOR ANTENNA COAX CABLE RAD COAXIAL COAXIAL MIN BEND TMA C)LOR TRX ANTENNA MECHANICAL AZIMUTH MARK FEED LOC CENTER CABLE LENGTH CABLE RADIUS TYPE CODE CON FIG DOWNTIL T A-l 1 RWA 80015, DIN BOTTCIM 0' 200' 220' CRSO 187 OPE 5" N/A R Rx3 O' (96.S"xl1.6"x6.3") 1 5/8" COMMSCOPE A-2 1 RWA 80015, DIN BOTTOM O' 200' 220' CR50 187 OPE 5" N/A B Tx2/Rx2 0' (96.5"xl1.6"x6.3") 1 5/8" COMMSCOPE A-3 1 RWA 80015, DIN BOTTOM 0' 200' 220' CRSO 187 OPE 5" N/A G Tx 1 /Rxl O' (96.S"xll.6"x5,3") 1 5/8" COMMSCOPE B-1 2 RWA 80015, DIN BOTTCM 100' 200' 220' CRSO 187 OPE 5" N/A R(2X) Rx3 O' (95.5"xl1.5"x6.3") 1 5/8" COMMSCOPE -. B-2 2 RWA 80015, DIN BOTTOM 100' 200' 220' CRSO 187 OPE 5" N/A fl(2X) Tx2/Rx2 G' (96.5"x11.6"x6.3") 1 5/8" COMMSCOPE B-3 2 RWA 80015. DIN BOTTOM 100' 200' 220' CRSO 187 OPE 5" N/A G(2X) Txl/Rxl 0' (95.S"xl1.6"x5,3"') 1 5/8" COMMSCOPE C-l 3 RWA 80015, DIN BOTTOM 255' 200' 220' CRSO 187 OPE 5" N/A R(3X) Rx3 O' (96.5"xll.6"x6.3") 1 5/8" COMMSCOPE C-l 3 RWA 80015, DIN BOTTOM 255' 200' 220' CRSO 187 OPE 5" N/A B(3X) Tx2/Rx2 0' (96.5"xl1.6"x6.3") 1 5/8" COMMSCOPE C-2 3 RWA 80015. DIN BOTTOM 255' 200' 220' CR50 187 OPE 5" N/A G(3X) Tx1/Rxl 0' (96.5"x11.6"x6,3") 1 5/8" COMMSCOPE MECHANICAL DOWNTILT BRACET (TYP, 9) ~ ANTENNA MOUNT NOT SHOWN ROTATED TO TRUE NORTH. SEE SITE PLAN SHEET C- NOTE: SEE FINAl RF SrrE BUILD SPECIFICATION SHEET. SECTOR 0' a-1 i o z ~ 22 R CONSTRUCTION DETAILS SHEET NU~8ER: C-3 F.A.H. L2L!- -4&3 2 GUYED DRAWN BY: CHECKED BY: DATE DRAWN: CC~~ NO: SHEET T1TL£: GPS ANTENNA &. MOUNTING BASE (FURNISHED BY NEXTEL INSTALLED BY CONTRACTOR) /4" ALUMINIUM (2) 3/8' DIA HOLES FOR MOUNTING TO SHELTER WALL NSTALLATION GPS ANTENNA NOT TO SCALE CABLE WAVEGUIDE LADDER W/ MOUNTING HOLES (BY TOWER MFR.) COAX CABLE CABLE HANGER CABLE-CABLE'MAX HANGE ANDREW NO. SIZE ANDREW NO SPACING (D) SPACING (Y) LDF4-S0A 1/2" 206706-1 1/2" 3'-0' LDF7-S0A 1 5/8 206705-4 1/2" 3'-0" CABLES FROM ANOTHER MANUFACTURER ARE ACCEPTABLE AS A SUBSTITUTE TO ANDREW MANUFACTURED CABLES AND ACCESSORIES. CROSS REFERENCE Tl-IE LlSTE:D MODEL NUMBERS TO ENSURE COMPATABILiTY. CABLES SUPPORT ON ANTENNA TOWER NOT TO SCALE o TYP) _ _ _ _[_~AX~L ur :i AI TOWER MEMBER SNAP-IN HANGER LATTICE ANTENNA MOUNTING POLE (TYP) ANTENNAS = 200± (AGL) RWA 8001 S. DIN PANEL ANTENNA (TYP OF 9) EXISTING TOWER 1~L '" ª z o ~ "fl t:l ~ o z 23 ATTACHMENT 0 ~ PAGE 7 I ttcglurl\,ll "',.,..... 1306 ,jUNICIPAL ROÞ.D N.W. ROANOKE, VA. 24012 TEL: ¡301? 931-9266 FAX 301 931-2324 ZONING/PER\jITTlNG (540) 314-8974 TliESE tRA'ir.NCS NfJ/æ. n£ ÞCt:Ot.tPNí'\"IC ~~ ÞS ~WEJrfl5 rY 5£lMCf.. Þi1£. Tl-E EXClUSM PROPfJflY ~ """'" 0IS11.£,I!rnn """",,,1"Ol 1HJ T>Ðl IJS[ ÞKJ PUBt.V.~ s-w.l æ: ~ TO M: ORÇJrW... grr FOR WHO< 1>£Y "'E PREl'AAm IlEllSf. IlEl'I<llll.<;T M PUBlICAT'l:)j BY ÞN'f WffiO), tN M-O.£ CA tl PART. IS PROHEJTÐ) o:œrr BY' ~ PERWlSSIOH FROW ""'" CAS1lE/l<ml cœ",,¡DI 1Ill! TO 1lG: M<S Nfj/fR SP£CF"CAlllNS Sl;ou REloM lIfTH """" CIS1lf/lCm c::cRPl'.)l.AMN 'tffiOJT PRf..'1JtlCE ÞHJ ~ CONTÞCT 'II'1li THEll Si'W.L CCI6TTTUTE PÆ"'" F}QE E'otJÐr«::[ ~ JO:fPTAHC[ OF llB£ ~ LARK+NEXSE Architecture & Engineering 6160 Kempsville Circle, Suite 200A Norfolk, Virginia 23502 7571455-5800 Fax 7571455-5638 http://www.clar/mexsen.com SUBMITTAL N . OESCRIPTION 0 FlNAL CONSTRUCT1CN owes SITE NUMBER: VA-064P-D SITE NAI,( E: PATTERSON MOUNTAIN CO-LOCATE GUYED TOWER SITE ADDRESS: CARTERS MOUNTAIN TRNL CHARLOTTESVILLE, VA. 22902 ORAWN BY: CHECKm BY: DATE ORAWN: , , , . j :' I" II 1_ . If I. _It t - I I. - ..II ~. . JI ll-·-·-··~.l'-..~. " .-~ "J'" . ~. ,/-r - '-.. .. 6- '4 : '-'. ..-, r. .... ",,.. ...-. ~...... ',- ....... ',...', '. '.'-' .' .----...-.......;'... ø F4. Cf. I ~ 3/16V FOOTING [-6'-10 3/161 0 BARS EQUALLY EACH WAY THICK COLUMN (4) S/8" ø AB. 12" LONG WITH 3" HOOK T,O.F. = - - 6" ~ (S) 1/4 SPACED -- COMPACTED STONE I SUBBASE 1'-0" DP r,- MIRAFI 500X STABILIZATION FABRIC OR EQUAL 2" BASEPLATE THIS SHEET S'-OxS'-Ox O.C, O.C. ,r-- 2" #3 TIES AT / 1'-0"x1'-0" / CONCRETE PIER 2" #3 TIES AT / ¿~-N°c"~hEO;IER 1/2x10x10 SEE DETAIL #S #S (4) m!:!:lj!lr ~- ------:t= FOOTING DETAIL SCALE: 1" = 1'-0" 00 []f¡1i3j TI31i= Iii=:¡ I FINISH GRADE \ BEAM (4) S/8" ø A.B 12" LONG WITH 3" HOOK ® o 1 N . o I . o .1 o I N - -t---4< ~ I in Cf. TYP . It) 2" . It) I r ----#- + ----If- - t I r I. o II: 1/2 ---1 THICK FOOTING o T,O.F, = [-3'-9 11/161 (S) #4 BARS EQUALLY SPACED EACH WAY COMPACTED STONE SUBBASE 1'-0" DP MlRAFI 50 OX STABILIZATION FABRIC OR EQUAL S'-OxS'-Ox12" -- ~.- ~ . o 1 . o 1 - --+--->l" I ---ill- - - - --rn- I I I I I I I I I I I I I I I I I I I I I I I I I I I I --$- -I è -----qt- 1 I I. 8'-4" & S" DETAIL S" BASEPLATE SCALE: 3" = "-0" FOOTING DETAIL SCAlE: ." = 1'-0" @ FOUNDATION PLAN SCAlE: 1/2" = 1'-0" l ATTACHMENT 0 PAGE 8 '^" , Regionol office 130S loIUNICIPAL ROAD N.W. ROANOKE. VA. 241112 TU.: (301) 931-9268 FAX (301) 931-2324 ZONING/pERloIrmNG (54ll) 314-8974 1I£S( """"'" ...O~ Tl£ ~ SÆtJ'r.<J1OH AS 0lST1lU0TS ~ SÐM:(, .... Tl£ EJIlll.SYE F'R<J'<lITY Of ClC'I'N CASn.E cæfIORA1'04 NÐ 1lÐI l.& NfJ Ptß...C).1'.OH 9W.l BE RrnRrTm TO ll£ CflarW. STE "" WHO< 1>£Y .... PIlEPNlE1l. REl&, llÐ'!lOO..C1XlH OR fltÆI..CAOOfof11N('f~NIHlX.(ClR.FWrr,1S P90tElTEI) EXŒ:PT B'f 'I'R£TTD P£RW5SQr( F1Ðr.l ~ TOIIO """""'1"0< 111l£ 10 1I£S( PUNS AHO/OR SP'EI:fìCA'"Qr(S 9Wl. ~ 11TH æJWN CASll.E ~T'Ol 'lImOJT PR£.lØ:E AHO YlSlJN.. CCHT.ICT 'MtH llÐI s-w..1. ctKimUTE PRI,i,\ FACI: £WIJCE Œ Ja:EPTNCL Œ T'r£S£ RE5TRIC'TlOf6. Architecture & Engineering 6160 Kempsville Circle, Suite 200A Norfolk, Virginia 23502 7571455-5800 Fax 7571455-5638 http://www.c/arknexsen.com SUBMITTAL ELECTRICAL SITE PLAN NOTES POWER SERVICE FEEDER. RUN .30" BELOW GRADE, PROVIDE .3#.3/0 & 1#6 GND IN 2" PVC CONDUIT (SCHEDULE 4û). 2" PVC CONDUIT DWGS FINAL CONSTRUCTION AND PROVISION OF TELEPHONE JUNCTION BOX. SŒ DETAIL 1, SHEET E-S. .3" PVC CONDUIT (SCHEDULE 4)) FOR INCOMING POWER SERVICE. RUN .30" BELOW GRADE AND STUB UP OUTSIDE COMPOUND. COORDINATE INSTAUATION WITH VTIUTY COMPANY. .3" PVC CONDUIT SSCHEDULE 40) FOR INCOMING TELEPHONE SERVICE. RUN.30 BELOW GRA:lE AND STUB UP OUTSIDE COMPOUND. COORDINATE INSTALLATION WITH TELEPHONE COMPANY. SERVICE STAND. SEE DETAIL 1, SHEET E-S. E-S. SERVICE FEEDER. PROVIDE 4û) WITH PULL STRING. UTIUTY METER. COORDINATE INSTAUATlON METER WITH VTIUTY COMPANY, SERVICE DISCONNECT. SEE DETAIL 1, SHEET TELEPHONE (SCHEDULE CD CD CD CD ® CD SLOPE TOP OF " / ',,/ " " CD ® \ \ \ \ \ \ EXISTING BUILDING SITE NUMBER: VA-064P:-D SITE NAME: PATTERSON MOUNTAIN CO-LOCATE GUYED TOWER SITE ADDRESS: CARTERS I.lOUNTNN TRAIL CHNRLOTTESVlLl£, VA. \ \ \ \ \ ",\ \ \ W- I I '" "" "" "" "" "" "" C) :;lJ "" õ "" "" "" "" \ - \ \~ \ \ \ \ \ \ j\/£XIST/NCfl \ \ GRA VEL \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ) \ \ \ 4 ¡:f P/P / / / / / / / / / / / SHEET TfTl.E; ELECTRICAL SITE PLAN SCALE 5' GRAPHIC o "=5' I / / / / /r;¡ LJ /\ / EXISTING /\ I / \./ GRAVEL ~ V / / / / ( " 24 SHEET NU~8ER: E-2 20' PLOT) PLOT) 0' "=10' (FOR 11" X 17" "=5' (FOR 24" X .36" SCALE: SCALE: / ELECTRICAL SITE PLAN SCAlE: 1"=5' < ATTACHMENT D PAGE 9 12"J- oS"J [ 1 [ 1 9'-4 9'-0 96"J 92"J [ [ 6'-4 6'-0 2 lI) THIS DRAWING IS THE CONFIDENTIAL PROPERTY AND CONTAINS TRADE SECRETS OF CELLXION, LLC. ANY USE OF THESE DRAWINGS OR THE INFORMATION CONTAINED HEREIN FOR ANY REASON OTHER THAN AS EXPRESSLY AUTHORIZED BY CELLXION. LLC. IS STRICTLY PROHIBITED. THIS DRAWING HAS BEEN DISTRIBUTED WITH THE UNDERSTANDING THAT ANYONE RECEIVING OR OTHERWISE OBTAINING POSSESSION OF IT WILL BE EXPRESSLY NOTIFIED OF ITS CONFIDENTIAL NATURE. CUSTOMER: PARTNERS TOLERANCE: DATE: 8/14/99 DATE: 8 14 99 DATE: 8 14/99 DATE: 8/14 99 PAJRT NO.: 25 r- C~ r- ~ "D~O(J) "'" 0 0 .s 0 r--. (J) r- O~ O::oN~E ~ enc'18 ~ (l).~ n n . -- CU')~~C --;x:' 0 ':) N N .<2 ~J 0".......... 2:: - --.J co ".......... Q) Q) ~aJU CD '" 8 i-~;::; i :5 I ,- '--"" ?; ... U.. > o (l) .. :> - ~ \.... U X '" n (l).- 0 U ð 0 ,- 0 '+- '- en > :; ú) en Õ 0 tr¡ CO PROJECT: 9'-0" X 16'-0" EOUIPMENT SH£L TER EXTERIOR £LEVA nONS 2 -..q- 2" Þ 2 0 ------- ----.--- ---- --- ----.--- ---_._-- ------- ---- .--- ------- ----.--- -------- ----.--- ]I é @~ -- - -- EXTERIOR _ELEVATION B ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- o-@ EXTERIOR ELEVATION A FILENAME: NXTOJ\NXTOJI-O SCALE: 5/16" = I'-a" DRWN. BY: G. ELLIOTT CHK. BY: V. HASS~LL ENG. BY: K. 8ARN~TT APP. BY: J. HOOD SHEET NO.: 1-0 DRAWING NO. NXT03 -IV OJ OJ 54"1 ~-:--:-"l.JQ- /Y.Y.)f,) I 27 ' I.'~' .:Y.Y ,'1 1,,),,),,,,·1 -- _, L" ~ -.1 FUTURE lí----Ð1 ~---j I, II ¡L___~}~ 46 SEE I I L-_---' ~4SEE 4 NOTE NOTE fl~ fl ..-e co f'. L DISCONNECT ACESS PANEL ~ 1--:--- 1,'\ . '1 ( Il,~~~~(.).1 27) FUTURE 1.- - -(, 1 ,,)(.)( ,I"~ I· .",..~ ;:7 - - SEE NOTE ~SEE r-' ~1N n ~ ~ '---' ~1N lI) 1 (J) t== lI) i22Š ~ 0) !:"' r--I ':"1N : n .-j('oJ N :? '---' ~ '---' ----- ----- ----- ':"1N : EEiii n ~1N_ I lI)':"~ !1iH¡HH~ã ----- . I OJ 1IIIi 0 ën _OJ ~ ----- ----- ¡¡;¡¡¡¡¡¡¡¡~~ - - - - .-j('oJ lI) lI) ~ NOTES 1. CADWELD #2 (TINNED) SOLID WIRE TO THE EXTERIOR GROUND BAR AND CONNECT TO THE WAVEGUIDE ENTRY PORT WITH A 2- HOLE MECHANICAL LUG. 2, #2 AWG WELDING CABLE TO BE USED TO GROUND THE EXTERIOR DOOR CANOPY BRACKET TO THE DOOR FRAME USING 2-HOLE CRIMP TYPE LUGS, 3. ALL PENETRATIONS TO EXTERIOR MUST BE WEATHER TIGHT BEFORE SHIPPING, 4. ITEM 4 CUSTOMER SUPPLIED AND INSTALLED ~ ~ j 00 2 m ø ~ o IIIII 22~ FUTURE r27ì ¡,~;~;~~,~ ~I','(-"'(-"\("I 1.,,(,/,\(,.1 I ____I .-l.:..-:.--=-----.:..L L___~ SEE NOTE 1 ~ 66Š r27ì ¡, ~(~;~~ J ~",,(,(,(,ï 1."(,(,,,.1 1- _ __I L'_~_' _'j EE NOTE ~ ~2 1/4" PENETRATION FOR BLOWER S FUTURE -L VGH 5 09/00 VGH 3/14 00 APP.BY DATE EXTERIOR ELEVATION D CHANGED ITEM # 12 CHANGED GENERATOR RECEPTACLE BRANDS DESCRIPTION CONFIDENTIAL (¡i;.~ ,;, '{ ~/{"c'lJ' ~0~ t~· (_ ... 1';0 SHELTER DRAFTING EXTERIOR ELEVATION C ATTACHMENT D 10 '. 'f -,' "x-~~ PAGE , _/ ( \.. ~ ,- \ THIS DRAWING IS THE CONFIDENTIAL PROPERTY AND CONTAINS TRADE SECRETS OF CELLXION, LLC. ANY USE OF THESE DRAWINGS OR THE INFORMATION CONTAINED HEREIN FOR ANY REASON OTHER THAN AS EXPRESSLY AUTHORIZED BY CELLXION, LLC. IS STRICTLY PROHIBITED. THIS DRAWING HAS BEEN DISTRIBUTED WITH THE UNDERSTANDING THAT ANYONE RECEMNG OR OTHERWISE OBTAINING POSSESSION OF IT WILL BE EXPRESSLY NOTIFIED OF ITS CONFIDENTIAL NATURE. ~ C~ ~ ~ -0:=001 '" 0 0 O..s Of'01mc ~ O::ONNC ~ C I I 0 ~ (f) U -~ OJ,~ ~ n ¿ -;;<'C UJ N ~ 0 --..... ~ ~ '~ r--. N i _-.Jror--.Q) OJ ~roU (1)<> 8.i~ni :S I'- '--"" :;: .... U.. > o Q) .. > -...;;. ~ LUX '" n OJ ,- 0 U:5 0 ,- 0 '+- '- UJ > ""5 LO UJ 3j 0 m DATE: 8/14/99 DATE: 8/14/99 DATE: 8/14/99 DATE: 8/14/99 PART NO. CUSTOMER: PARTNERS PROJECT: 9'-0" X 16'-0" EOUIPMENT SHEL TER STRUCTURAL SPECIFIC A nONS FILENAME: NXTOJ\NXTOJSO-O. SCALE: TOLERANCE N.T.S. DRWN. BY: G. ELLIOTT CHK. BY: V. HASSELL ENG. BY: K. BARNETT APP. BY: 8. ROGERS SHEET NO.: SO-O NEXTEL REV: 26 DRAWING NO NXT03 SEALANT APPLICATION STEP 1 URETHANE SEALANT REQUIRED ON ALL JOINTS. STEP 2. ROOF MEMBRANE APPLY SEALER TO ROOF PER MFG. DIRECTIONS. USE 1 GAlLON PER 70 SQ. FEET STEP 3. APPLY AGGREGATE SEALER TO Eè<TERIOR WALLS. USE 1 GALLON PER 200 SQ. FEn. STEP 4. USE TEXTURED SEALER ON ALL SMOOTH EXPOSED SURFACES. USE CEMENTITOUS GRAY PAINT. /' / /' ~ /' ~ /' ~ "/ ISOMETRIC VIEW C" .. .. - -, - , \ L Li ¡~ r l _~ L ,"J i 1 )"1 .~~~.~ ~~ ~.~: :C:JO 0:';:¡ ..,-,; P,,\r.TPJG ¡) J _ .... I toO '. ~,\ " t , NOTES ALL STEEL FABRICATION AND INSTALLATION SHALL BE DONE IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION MANUAL AND AWS 01.1 SPECIFICATIONS. GENERAL FOLLOWING OPERATING SmlNGS WIRE SIZE -----------------------0.35 WIRE FEED SPEED (in/min) ------------5 VOLTAGE, DC (+) ------------------18.5 AMPERAGE, DC --------------------140 TRAVEL SPEED (in/min) --------------10-12 SHIELDING GAS --------------------75/25 THE WITH TYPE MIG BE WELDING SHALL ALL 2 GRADE 0 ASTM A446 SPECIFICATIONS: STEEL DECK AND COLD FORMED SHAPES STRUCTURAL SHAPES ASTM A36 HIGH STRENGTH BOLTS, ASTM A325 OTHER BOLTS, SAE J429 GRADE 5 STRUCTURAL TUBING ASTM A500 GRADE STEEL STRUCTURAL 3.) B ALL CONCRETE WORK SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE (A.C.!.) BUILDING CODES 318 & 211, AND ASTM STANDARDS C-l72, C-3 C-39, AND PROVISIONS OF C-94. 4.,) HAVE A MINIMUM BE A MINIMUM OF 3/4' 00% AT THE PERIMETER, AND 50% ELSEWHERE. STEEL ALL REINFORCING STEEL BARS SHALL BE DOMESTIC, NEW BILLET CONFORMING TO ASTM A-615 GRADE 60 SPECIFICATIONS. REINFORCING STEEL SHALL ALL PRECAST STRUCTURAL liGHTWEIGHT CONCRETE SHALL COMPRESSIVE STRENGTH OF 5000 PSI AT 28 DAYS OVER ALL BE TIED CONCRETE COVERAGE REBAR SHALL ALL 5.) 7.) 8.) 6 6 GUAGE, FIBROUS REINFORCED liGHTWEIGHT CONCRETE MAY BE USED IN THE ROOF AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI AT 28 DAYS. FIBER REINFORCEMENT MAY BE USED IN THE FLOOR IF DESIRED. IN ORDER TO MAKE BATCHING OPERATION MORE EFFICIENT. REBAR WIRE TIES TO BE ALL 9,) 0.) CELLXION CONCRETE EQUIPMENT SHELTERS ARE DESIGNED TO CONTAIN COMMUNICATION EQUIPMENT AND ARE INTENDED TO BE UNMANNED. WELD PLATE CONNECTIONS SHALL BE SPACED AT 4'-8" MAXIMUM ON THE FLOOR AND ROOF PANELS. THIS DIMENSION SHALL BE MAINTAINED EXCEPT IN CASES WHERE OPENINGS PROHIBIT. 2.) DIAGONALS DRAWINGS THE FOLLOWING SHEETS THESE REBAR SIZES AND SPACINGS REPRESENT THE MINIMUM AMOUNT FOR ALL CASTING PLANS. PROJECT DRAWINGS MAY REQUIRE REINFORCEMENT IN ADDITION TO CELLXION STANDARDS #4 O.C, 8" AT (LONG AXIS) PROJECT AND #4 TOLERANCES SHALL BE AS FOLLOWS PANEL THICKNESS - ±1/8" PANEL SIZE - ±1/16" PANEL SQUARENESS - ± 1 /8" AGREEMENT ON LOCATION OF BLOCKOUTS & PVC'S - ±1/4" BLOCKOUT DIMENSIONS - + 1/4", -0" PYC SIZE - USE TRADE SIZE AS LISTED ON O.C MAY BE FOUND ON 2" AXIS) (SHORT & DETAI~S SECTIONS GENERAL: ROOF PANEL: 3.) 4.) THROUGHOUT. AND 4x4-W4xW4 MESH PERIMETER #4 AT PANEL: WALL 6) NO. (SHEET P & Q SEE DETAJL OPENNINGS: WALL EACH RIB AND AXIS) EACH RIB, #6 (LONG AXIS) DECK: 4x4-W4xW4 MESH. A36 STEEL. (2)-#6 (SHORT AT PERIMETER. /4"x3"x3' FLOOR: WELD PLATES