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Home My WebLink AboutSP200200051 Approval - County 2002-12-23 . COUNTY OF ALBEMARLE Department of Planning & Community Development 40 I McIntire Road, Room 218 Charlottesville, Virginia 22902-4596 (434) 296 - 5823 Fax (434) 972 - 4012 December 23, 2002 Edward Given Nextel Partners, Inc 5115 Bernard Drive, Suite 200 Roanoke, VA 24018 RE: SP-2002-051 Violet Mawyer--Mill Mountain (Nextel); Tax Map 98, Parcel 22 Dear Mr. Given: The Albemarle County Board of Supervisors, at its meeting on December 11, 2002, unanimously approved the above-noted request. Please note that this approval is subject to the following conditions: The facility shall be desiqned, constructed and maintained as follows: 1. The facility including the monopole, the ground equipment building, and any antennas shall be sized, located and built as shown on the application plan entitled, II Nextel Partners, Inc.l Mill Mountain", dated August 22, 2002. 2. The pole height shall include any base, foundation or grading that raises the pole above the pre- existing, natural ground elevation. 3. The top of the pole, as measured Above Mean Sea Level (AMSL), shall never exceed one (1) foot above the top of the twenty-five (25)-inch, ninety-one (91 )-foot tall Poplar Tree identified in the application plans, which has a top elevation of nine hundred thirty-nine (939) feet AMSL. In no case shall the pole exceed one hundred five (105) feet in height at the time of installation without prior approval of an amendment to this special use permit or personal wireless facility permit. 4. The monopole shall be made of wood and be a dark brown natural wood color. 5. The ground equipment building, antennas, concrete pad and all equipment attached to the pole shall be a color that closely matches that of the pole and shall be no larger than the specifications set forth in the application plans. 6. Only flush-mounted antennas shall be permitted. No antennas that project out from the pole beyond the minimum required by the support structure shall be permitted. However, in no case shall the distance between the face of the pole and the faces of the antennas be more than twelve (12) inches. 7. No satellite or microwave dishes shall be permitted on the monopole. 8. No antennas or equipment, with the exception of a lightning rod, shall be located above the top of the pole. The lightning rod shall not exceed more than two (2) feet above the top of the monopole and shall not exceed one (1) inch in diameter. 9. No guy wires shall be permitted. 10. No lighting shall be permitted on the site or on the pole, except as herein provided. Outdoor lighting shall be limited to periods of maintenance only. Each outdoor luminaire shall be fully shielded such that all light emitted is projected below a horizontal plane running through the lowest part of the shield or shielding part of the luminaire. For the purposes of this condition, a luminaire is a complete lighting unit consisting of a lamp or lamps together with the parts designed to distribute the light, to position and protect the lamps, and to connect the lamps to the power supply. 11. The permittee shall comply with section 5.1.12 of the Zoning Ordinance. Fencing of the lease area shall not be permitted. Page 2 December 23, 2002 Prior to the issuance of a buildinq permit. the followinq requirements shall be met: 12. Certification by a registered surveyor stating the height of the reference tree that has been used to justify the height of the monopole shall be provided to the Zoning Administrator. 13. Submittal of a tree conservation plan, developed by a certified arborist, to the Director of Planning and Community Development for approval. The plan shall specify tree protection methods and procedures, and identify any existing trees to be removed on the site - both inside and outside the access easement and lease area. All construction or installation associated with the pole and equipment pad, including necessary access for construction or installation, shall be in accordance with this tree conservation plan. Except for tlie tree removal expressly authorized by the Director of Planning and Community Development, the permittee shall not remove existing trees within two hundred (200) feet of the pole and equipment pad. A special use permit amendment shall be required for any future tree removal within the two hundred (200)-foot buffer after the installation of the subject facility. 14. With the Building Permit Application, the applicant shall submit the final revised set of site plans for construction of the facility. During the application review, Planning staff shall review the revised plans to ensure that all appropriate conditions of the special use permit have been addressed. After the completion of the pole installation and prior to the issuance of a Certificate of Occupancy or to any facility operation, the followinq shall be met: 15. Certification by a registered surveyor stating the height of the pole, measured both in feet Above Ground Level and in elevation Above Mean Sea Level (ASL) using the benchmarks or reference datum identified in the application shall be provided to the Zoning Administrator. 16. Certification confirming that the lightning rod: a) height does not exceed two (2) feet above the monopole; and, b) width does not exceed a diameter of one (1)-inch, shall be provided to the Zoning Administrator. 17. No slopes associated with construction of the facility shall be created that are steeper than 2: 1 unless retaining walls, revetments, or other stabilization measures acceptable to the County Engineer are employed. After the issuance of a Certificate of Occupancy, the followinq requirements shall be met: 18. The applicant, or any subsequent owners of the facility, shall submit a report to the Zoning Administrator by July 1 of each year. The report shall identify each personal wireless service provider that uses the facility, including a drawing indicating which equipment, on both the tower and the ground, are associated with each provider. 19. All equipment and antennae from any individual personal wireless service provider shall be disassembled and removed from the site within ninety (90) days of the date its use is discontinued. The entire facility shall be disassembled and removed from the site within ninety (90) days of the date its use for personal wireless service purposes is discontinued. If the Zoning Administrator determines at any time that surety is required to guarantee that the facility will be removed as required, the permittee shall furnish to the Zoning Administrator a certified check, a bond with surety satisfactory to the County, or a letter of credit satisfactory to the County, in an amount sufficient for, and conditioned upon, the removal of the facility. The type of surety guarantee shall be to the satisfaction of the Zoning Administrator and the County Attorney. In the event that the use, structure or activity for which this special use permit is issued shall not be commenced within twenty-four (24) 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. Page 3 December 23, 2002 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 296-5832. If you should have any questions or comments regarding the above-noted action, please do not hesitate to contact me. Sincerely, VWC/jcf Cc: Amelia McCulley Jack Kelsey Tex Weaver Steve Allshouse Matt Grimes, VDOT ATT ACHMENT B ~ ~nersINC. lillllAboN ENOI....eERINO CO",..OIllATION I I '4 ... 51. I ..... .... Vh'wWa .D143 i C....) 7S5-GI' 'AX 7U-2131 TERRAOOH PRU~ He. 25&4433 1L. DIIIJifIJCS ... .-m:H .u.:T~ CDti;A:~ HERUN AR[ lH[ HtOPEIli'" 0= ARCHlTECi ~~~.,~~~: ;-r . 7 .",~ ~ _b" '. "C ~~_ J'j, ......,)0..- t! ~r.....~~.... '-'0('" ~ . -;.. t~ f.! ,.0' "1 ~.. 'tl': " ~ 1 ~. t. n ~-'.""?" I I 1.,.0. t", "'1" .q . 41 . ~ ~ v'. ~'~~), ~"':,,, ~~~~ . "fr . -t.., .~" (1;"7 . 7 "'-.:.1. ....tl ..~ -,,'.'1.~'.....I!'" .~""""=,,,,"~......"-....n RUoIS' , MTr ~ I IS.'SlI: I 8/06/0;' i PIIr.!l.;1DlAR'( s/av/C12 i f1l5'" SWWTlA.. 1/21/02 I $[tOt.: SU9WfT!'.&.:.. """"".0" I NO I ~rr 13', ; Ii::. &i ill' &.i _1I'l': 0A3 c:>lm<EP II'l': R:- snr_ I MILL MOUNTAIN SI[ MN8[. I VA154P I SllE ADOIlE5> i 4921 THACKERS LANE NOR1lf GARDEN, VA 22959 SAllUa RLER DIS1RICT ALBEIIARLE COUNTY SHf:~ mu: J TITLE SHEET S!-l:.[1 NVWB[J! ~ T-1 1"0' s".'-I:. --r AS NOTED 20 M LL MOUNTA N V A 154P 4921 THACKERS LANE NORTH GARDEN, VA 22959 ~ PROJEC- INr:-()ijWATKJN. VlCJNIT'r MAP, SHEET INDEX lOCI,TlOt.I ..,APS ZON!~G MAti LfASE J.IA? SITE PLAN" VI~ ANTENNA PLATFORw OE'TAI_S,rOwER 'E.LEVATION 'O;ES STRUCTURAl D~AILS EL(CTRIC, srT'E PlAN ElfClFtICA:... ODAH..$ E:LECHICAi" CO"A1..5 ELECTI1'ICA.I.. CETAlLS El(CTRlCA.L 5~ClfICATIONS ElrCn~lCAI. SPE:CfflCATIONS El[CT~1CAL SPEClFlCATIONS tEN:E DrrAlLS 2&' ~ """ 98 PARCEL 22 20NfNC JI.JRISOIMION' Al.IlEWARLE COUWl'i nrrn f:IDOk" k p'Ju.:r DEED BOOK 4!:t " PAG( llUl.t;f.!f( hE)(F.,.- PARTNERS S:l!. 3tRNAoRO DR.. SUITt 200 RC),A,t-::lt<E, VA 2401!3 ~,. INffiRI.4AT"O" (NMR." LATl ;JD~ - :iT 55' fJ9.61" lOl\: ,!TVO( - 78' 40' '0.&6" L..(\AT:O~ - 8'~% ("'Sl) fill'it.'~ AWf1"~:CA"," E:.iCTRIC POWE:~ CO - (800) 982-42J7 ~.;{)"",r ~nlolO.,.,... Sc::.~I'.'T - :80.:1) 677-464 ! ~R~~EC:!,~I!M~Y ;!~~ ~ 1-1 :1 :1 '-1 ~.'. :=~ tl (-1 ~ (-2 l C-3 r l-4 f [.-1 . :...., , i ~-3 ~ ~-4 : (-5 H H ~1 ~=: L-_ 11. SHEET INDEX ~.c_ ., . __.. ~~ ~ IJlIU UOUN1A1~ ~ ~'J~ : VA'!,LP :~ : 4;2', THACKErtS LAfIC ; NOR':""~ GARDE", VA 22959 1 · . .sIIL.t~'N~R ICONT~:::T VlOl;,1 .....W'r'ER 492. THACKERS LANE NOR'H GARDE.. VA 22959 (43-\) 823-4562- PIlon. = 7rRRADON ENGINEERING CORPORATION F.e. BOX 519 NITRO, W[ST Vl~,"INLA. 25143 (3(04.) 755-82&1 - t)l1on~ (304) 755-2636 - Fox ~ ClARK SURVEYING P.Q BOX 557S- RQ,t.NOK~ v"'" 24012 GENERAL CONTRACTOR ~CDtr.4PANY NAME) CO~PANY ADORESS) xxxx ~x)(X~ xxx-XXXX - Phone X)(X xxx-xxxx - FOil CONSULTANT TEAM -... - . "..... PROJr~ nf'!:i:~R1PTION THE PROJECT INCL.1.IOCS: '05 F'OOT WOODEN UO"'OPOlE lNSTA~T!ON Of 10'.20. ECUIPWENT SHELTER NEW T[l:O SERV1C[ RuiN TO THE snr NEW ElECTRIC SERVICE RUN TO 1H~ SITE PROJECT DESCRIPTION - _. -,.._----- ,--~- -.- -- SfT~ D,R~crlOfo.l~ fRO" r;roANOl(E - TAKE 1-91 NORTH 41 WilES TO 1-64. TRAVCL EAST ON 1-64 3D MILES 'TO rXIT l1eAe. TAKe u.s. 29 SOl..fT}i FOR 10 WILES. TURN LEn ON COUNTY ROUT~ !K)4 AND TAKE THE F'IRS7 RIGHT PAST A WHITE HOUSE: , ALSO PASSING AN EXtsnMG WOOOEW MONOPOlE ON TH[ LEFT TO lliE SIT[. LENCTH 0' ACCESS ROAD 800' +1-. SITE DIRECTIONS - _T___ .-..... .~ - , - - NtmL ~TNE"RS, INC. - PROJEC1 WG~.; - - sm: AOUISlTIOK - - - CONSTRlJCl!ON WAPUoCtR: - - - RAOIO FREOUE~CY, - - lANOOIO>IER, - ~ = _~PROVED BY .. , NORTo.. t-OOT AP~L~:ABLE "'OT ,~ CONTRA:l t..OT '!"O SCALI TR(A-[[) RO:)1,I ROJC-i SOJl H 5~EEl SIMILAq SPEC!FlCATIOt..' SOJAR, STAjl\L[SS STFn ~TEEL S7Rl;CTUflAL SUSPtNOEO SHEET VIH"'l 'tHROLJGH TI~N:::O TOP Or CONCQ[7'E TOO Of MASONRY TYPICAL OPEN1NC UNIr'ORU BUI:..DJNG COO, UNlESS ~oTED OTHERWISE vEom::AL VERIFY IN FIL..o \tINVl TILL WESi wrTH W1~DOW WITHOUT WATI:RPROor ANGLE AND CE~ UH( PROPERTY U~E AT "':U""SER _. E:;}-- OF:T-". REFERENCE ~.~ ELEVATION REFERENCE SE:noN RrF'[R[~E & REVISION <J> KEY ~OT, ~ ROO'" "UI ~ Kf:'1'tO NOT ~1-- AB~~I!.EVIA ll~~S AND ~n,.I!OLS ~A."iAGEF< illIMMlJl.' Iri4:S:::;:[UJ..NEOUS c~, Cf"'-'TER OUTS10~ O!A.~f1fR CrCENIIIlG OPPOSITE PL VWOOO Pf/I.lR F;::JJ~C-:- PR::lPERTY t>~:SSl1R~ v.:J~ ",N MIse , ." NIC "'S ~~.O/C ooe DPP p;.~':: P'I'O PRO~ PRO~ 'T IiEO'~ OM RD SHl S'... S_~[: so 55 STt STRUCC SL'S'" Sv THqu lNND 10C TOw 'TY!' uac iJNC VER1 "'f VT W WI """ WID wo 0\ " ct It o f NC. AiR CO~Dn-~!l,jl""G A)JUS-;-48U A3OVE: Fl"l!S,", rLOOR A:te>ROXIWAi'"E_Y AL4[RK;AN SOCIOY fOR T:sn~ ~~ w.rrRw..s AlIl~RIC\'" WI~.E ~::;!: WILDING BLOCK BASE ~.08ILE RA.DID eUILOING S1Mj~~t, C[IUNG CLEAR cot-;CRETE COp,.:STRUC1"I:)N CO~l1NwOuS COW BU DIAMETER DiAGONAL OltJIE~S10N COW" DETAI~ 0It'-W1NG EAST EACH [LEVATIO" ELECTR:CAl EQUAl. EQUIPVE~ EACH WAY ExiSTING EXTERIOR ANISH FLUORESCENT n.OOR FOOl GNJG[ G,t,LVANIZE(D) G[tLRA_ CONTRACTOR G~OUNO CVPSV~ WAl., BOAAO CVPSUM 9OARO HARDWOOD HORIZONTAl. HOUR HEIGI'IT MEATINe. ~ ac ... CONOITIO~ING INSIDE OIA. INOo INFORMATtON INSVLAlIO~ NTtJ!IOR POUND(S) ~ltJlU'" ~ECHANICAL METAL tJlANUfACTURER A/C ADJ AIT APPRDX A5TM Awe BLDC B," Bl.4P. a/s CLG CL~ CON: CONST CONT OEIL DIA, . OIAG Ol~ ON DT:".onl DWG E EA EL,ELEY ELE:T EO EQUIP EW EXIST 00 FIN FLUOR FLR F'1 ~v .eo r;c eRNe GW8 CYP ao HAIlO'WO HOR:Z HR I{! HVI\C 10 IN INFO INS~L. INl Le(S) IAAX ~ECH IJIET,IrITL ..... ~I , i ~ " j ~I :1 1 :1 ~ '1 ~ ~ ~ I .i :i J j :i il ~ I Wood + ., NEXTEL Partners illenheim \ Caners Br1d{1e , \ ~ '. )"eene ~~~'''' . i ~- .- i,'; '1 ...!. A.;J'....,: .AJberene - --~- ~<!;""""k ~-...... '--..""..... Hens . .Schuyter --. B8teSIPille ... - VI~Nn:v MAP ; , ,. >, E " '\. .,. S "- ~ ATTACHMENT B NEXTEL Partners INC. ~IIT: lHDCEIl .., SIII""" MILL MOUNTAIN sm HLUUJ!: VA 154P SITE AllORESS 4921 THACKERS LANE NOR1H GARDEN, VA 22959 SAMUB. -.LER DISTRICT ALBEMARLE COUNTY I SHErl mu LOCATION MAPS 1".0. ... 511 MIre, .... ~=* 25loQ (304' 75>-"" 'AI 75>-_ 1S3\J, p~ ms: 5"JIU1lA.. - S!.:oac SAW1TAl DAB Rr. RElEASE !>'on 1/06/02 1/0!l/02 8/21/02 REVISIONS NC.I!>'olE !J:" & & &. &. ~ -:......---- _.;<- ~'-. _ r <'=-""- , /~ . . 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" _" ~.~~.., i I Iii .. /' /.. \ '\ . \ ' .'" ,,\ \,......, Ilbt ........_ _ /' / / /', '/' /"" . / /. 1 Y' / . ;.:...~x? ) \ // ...,. \ \ ,'.~ \. >~....~~// .. /l/ >~/' / - -/// /1.' . / _ _.., / \. / ~./..--"'" " ".........". --..:,. ---.-.-. '//0/ . / I /. 'f/ .., . /.; , ' /' ' ,.,. -.o'...' ' ; /"; ..' . / \./ / ~., ',' \ '-.. _. ."',,(l _.. - __/ . ;; 'v : . {' ~/ j: , . .~./ . . ~ ,_ .. ' ' ,. I i" f /--;:. " /' . ", '~' ,. .,.,..' . !' /" . ,. , . ." "... ,," .. / ...,' . , ' ." / i," . .'.' "'_ ....../ ./'/\' .. I i .,' , ./ ..' \.'" ..~... c.... __~..'/ , :: / \ J , ," ' ,... . \,.. ,.C" ..... .' ~.. .' ! K. f" , \ . I . ,I' ,/ ' \ .. . ' .~. _._.~ - -' . // . ... - / . . . l ./ '-. . I' " .. , ". . - ..c.. ' ..' .. '. .' . , ' , ..' . / \ ,'~ ,... . ,. ,. i' ~ , ' .! ,...' .",.......--, . ,_ .. . /..---' . ,. I' '- ~~'.. ~ ~~ _. /., /,/'! \ \,.. ., .i/.:.:,. .;:;:-,:,><.=:,-.- . - __..~ ,..) .... j, ,f '- ~. ~ ,. ~~ ...;"":",:::d:.'/ .),(, " \ '--....- >.? . ,,'?:i?/J'" ': /~i ~-----~," .......". ." ' . ... ./ .___ .,' - - ,_..' . - . _' . .':1.: ,/ ' ,- ~ - " \ ". . . / ....,..' /' " , \ I.....'.' ~ ,. / . . .. . . . ./' '" ,/ ;. . .... '" \ /' ... ....~ j /' /,/. . / .... .., ,. " '//. / / ' , -.' ,.' . / /. ' . -,., / ! ,/ !. . " - ../ . / ,.' - ' "~ . '; - / / / - ,,_ ,. I / - ,--" ,.' ' __ . _---/ \ i " -- --' ' '. 1 ATTACHMENT B tI!'X1"EL partners INC. NOTES: 1. THE PROPERTIES LOCATED WITHIN 2000 FEET THE PROPOSED FACILITY ARE ZONED -RA-. THE PREDOM:NANT LAND USE IN THIS AREA IS RESIDENTIAL l[RAADON PROLCT tIIo. 2664.JJ AU DfWIN:S Atl11'1tfTTEH YA"'lltK. CONT4IHD HrRE~ ~ iHE PROPE'iTY Of ARCHJT[C- AND WA'" IQI IE Di..l\D.lED, lJSEt DR OISQ..osm WITt<llJJ THE WIfiT!.1r.I CDilSOo1 0: ARCttTECT ,.D. ... 11' ___a,.u (_> 7lI&-a2I' r.. 75'-113& IIMI~-S ~ ~ it- tF _ .., DAB CHEI:ICED'" R F1 OF - - - - PFtOP9rTY UN. ------------ TR1\CT UHE LE:ASE UHE ...- - -~ - ---- ROW UN. - ,- ,- ,- EX1ST1NG FrNCE UN!: -___ PROPOSED F'CNCF: LJtoIF: -- c Q(S UN!: c rNfRHEAD ~mIC T (J'oIfJfH(N) m.EPHONF: --lIE UNDERGROUND ~TflIC ur UNDrR(;ROUNO TELEPHON. - UT - rNfRHEAD ElECTRfC/'f'El.EPHONF: ., :;/11. /faN? W/CAP SET !!I FOUND UONUl./CNTATION . CALCU1A7ED POINT % U11JJ1'Y POLE 11 PROPOSED lITIIJTY POLE . Dt1STWG HOfJSES ./ { -' ./ -yr- . - '. I I SIn: . ~ /~..... .' - c. /)c-._ ,,"I/~ ).- -(/ ~ ~Ie lbJrene -- f' - "- --=- . ~ ~- SfTE 'tIIC/ItITY MAP NO stAlf / / / 5I'I"r twI;: MILL MOUNTAIN VA 154P 5ITt AIIDIOI:sS 4921 THACKERS LANE NORTH GARDEN, VA 22959 SAIIUEL aLER DISTRICT ALBEMARLE COUNTY SK[[T TI1U ZONING MAP 511:[1 N\IloII[R A-2 "..0' SCAlL- AS NOTED I') q 4,;"" S.~MWIIVt 2. CLOSEST AIRPORT - CHARLOTTESVILLE AIRPORT 3. SUBJe:CT PROPERTY IS NOT LOCATED WITHIN AN AGRtCUL TURAL OR FORESTRAL DISTRICT. 400 GP.APHIC SCALE 200 0 FEET 400 INCH 400 h ~ , . . r ATTACHMENT B LEOEND ---- ffiOPERTY UN< ~ NEXTEL ------------ 7/lACT UNC .c. Partners INe LEASE UNC =---=-- -=- ....... - .~w!-.~ -x-z-z- DtlST1/'IC F<NCE UNC -.0-11II--111-- PROPOSED FFNCE UN< c G4S UNE C IJVElfHYD aECTTlIC T 0VERH&0D TELEPHONE lEllllADOR --uc UNDE:RGROUNO DLCTR1C UT UNDE:RGROUNO mEPHONE -CIlT- rN€RHEAD aECTTlIC,/TnCPHON€ e 1/2" R€BItR SET ENOtNIEE..INC CORPORATIOf'll G FOUNO 1/ONI./IKNT"'11ON . CALCUIATrO POINT P.D. ... ... t:1 UT/LlTY POI..€ ___25'-.s . PROPOS8) UTIL1TY POI..€ (JOe> n.o-u.\ fAX 711i-WI (N25"5'E) OffD CJ4LL - VIRGINIA COORDINA TE: SYSTDoI TE.R~ PROJECT Ne. 261S44J~ OF ,98:J SOU,H ZONE .. z- f :! F F l ( (Xl~n~ L~: ELECT. MffiR fl'- 389- 706 I~" Lt.! ~ (J(]>n~c GnAv!:L ActES ROAD ~ &.1 , _In': DAB lHDCEll 8'1" RFT (",-. PllO"OSED 20' IIl1)E ACCESS I"'" 100M, ':"" '-..., " Ul1UTY EASEMENT ',. MILL MOUNTAIN I SIT["-' GRAPHIC SCALE VA154P 50 0 10 ISlTEoOIlClODS ~ ~ 3878110NOCKlN TRAIL S. NORTH GARDEN, VA 22959 INCH - 100 FEET 8AIIua IIUER DIS1RCT ABERMARLE COUNTY I SHEO TITIL I LEASE MAP I SHEET """"'" ::J L-1 I PLOT SCALI: ::J ...... AS NOTED 23 .sURVEY NOTE: " TUt:' 'COAC-CO C""C\lCOV C'unwt..' Ut:'Dt:'f'\II.1 1<:: ') 1"1- ~~f"\~L,.. ..,)\.JI'Y~I .....JI'V""" ,....."....-,. '- ~ CURRENT FIELD SURVEY. THE PROPERTY CORNERS LABLED AS FOUND WERE YISITED. THE LEASE CORNERS WERE SET A T THE TIME OF FIELD SURVEY. FAA ACCURACY BrA "T"EfMENT THE FOLLOWING lI4TA FOR THE: /lILL MOUNTAIN rollfl1 SITE: LOCITrO Off V/RCtMA COUNTY ROUTE: 804. E4ST OF U.s. ROI/TC 29. IN "'m'I~..mr 1'Y"tI~ r-".M'~' ,.".rn ~....... ..__~ .~__ _... aciiDs- rH(Fi,.,' '2-CicCuRACY'RiriUiREi./iNTSOF" PLUS'OIi AlWUS SO' HORtZONTAJ...L Y AND PLUS OR IIfNUS 20' ~77CALLY. CDfTFR OF PROPOSED 7DWEl? "'T N4TlJR..1L GROUND. N.C.V.D. 29 aFY.~845 FW N.C. V.O. 29 fiEV.a257.6 MITUlS HAO. 8J IATTTlIDE: 101:1755'59.6'" HAD. 8J LONC/TlJOE: W7B"40"O.66" HORIZONTAL INFORII.4T1ON D€:TFRIIIIN€D gy F1tLD stIRIU AND IITIUZINC A GPS TRIMBI.E PRO XRS WIT. GRAPHIC SCALE 300 150 0 300 . ~ I - 1 INCH - 300 FEET ~ CJ4LL BEFORE roo OIC, ORIU. OR Bt.ASTI IiISS UWUTY ",. IiIfGIMA I-JJOO-552-7OOI [PROPOSED ACCESS & UTILITY EASEMENT /EXISTINC 10'x10' ~~~ LEASE AREA \~::..~~, /-_~107' SET BACK LINE "'--UTIUTY POLE '& _:p-f' ", PROPOSED / #668-63" \..~ ~. l 50'x50' LEASE AREA '" J_ 3'05"E ~~. "j (2500 SQ. FT.) (/ ~ 204.44'(TIE) ",...... _ /" f:::i ~g~NTY ROUTE "" 4'lf. r 6';;':lS.., 'l? ,f?0. .~~ Y" 1 " J CONCRETE " j' MOUNMENT " ~ ~ FOUND :i' 2) THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT. / / / COOK MOUNTAIN LLC 08: 1BB3 pc: 343 TM: 99 PAR: 31 ,.., 1/ II / III! . I b# i ~ I . ' I/I! I ;~ 1/ / t 11/ ~~ / /;jfr I': F / ~~ / / ~ / -b~ .. ~ !'~ ". .. '/ .' ~ ~ t;jo,v //q" ~ ~ I ~1; I fir II ~Q:''/ ~,;",f l.EQAL ~ 0'-/1 ! r, / "I I "'- ~l'ASDlf:1oJT ! I ;1/' "- BEING A 20' MDE STRIP Of' LAND 10' ON EiTHER SIDE OF THE I E If[ - CENTERLINE VltiICH IS DESCRlBED AS fOLLOws, 1 i COI!lIDIClNG AT A RIGHT OF WAY MONUl.IENT rouND, BEING CORNER TO II ~/ 11/.., HAROlD THACKER (DB: 588 PAGE: 220). THENCE MTH A lIE LIoIE /. i N58'D3"05"E 20~.4-4 fEET TO lHE TRUE PLACE Of BEGINNING. SAID / f I. j POINT BEING IN THE EASTERLY RIGHT OF WAY OF VIRGINIA COUNTY f ROUl!: 80~. TllENCE LEA\/ING SAID RIGHT OF WA.>r ANO RUNNING IN AN /1 t J"'-- EASTERLY DJRECllON THROUGH lHE LANDS Or \/IOLET MOYER (DB: 451 :::'\;11' II} PG: 261) AND MTll THE l.IEANOERS Of THE EXISllNG TOWER SITE <:> ';'''''-. fl/l ACCESS ROAD AND TllE F1'1EEN (15) GENERAL COURSES AND ~ a'" I ~ 1/ DISTANCES DESIGNATED AS Ll-L1S ON THE UNE TABLE DISPLAYED CV ((= I ,. ,~ HEREON TO A POINT ON THE SOUTllERL Y UNE OF A SO'CO' L.EASE ill ,-:::-./. .! AREA. TOTAL LDlGlH OF ACCESS ROAD - 776 FEET. #;::' .::::! {(.;J /.! .f ~ "<~ . ~ THAT PORllON OF PROPERTY BEiNG DESCRIBED AS A so FEET BY 50 # I!: ~"'C / /''-.._ f.. ~~,~~I:ACE}N~O~Jif ~~~~LJE~~II~ ~~~~SH~ER:Rl.E _ <~./ .",.~ SAID DISTRICT TAX l.IAp 98 AS PARCEL 22. BEING FURTHER DESCRIBED '? '" ~ .~",. AS fOLLOWS; COMl.IENCING AT A 1/2" REBAR FOUND IN A STONE PILE. II ~ ~ ~/. ?" 4...... SAID POINT BEING CDMl.ION CORNER TO COOK IoIOUNTAlN. LLC. BELFRY ~/1 r ;//<, HOLDING. INC. . AND VIOLET l.IOYER; THENCE TllROUGH lHE LANDS OF 0 f SAID l.IOYER MTll A liE UNE N~5'51'56"W 692.32 fEET TO A 1/2" ~ :. 1ft! REBAR AND CAP SET, AND TllE TRUE PLACE Of' BEGINNING; THENCE '-.::. ~ ~ NM'8'17"W 50.00 fEET TO A 1/2" REBAR AND CAP SET; THENCE . *". N05'~1'43"E SO.OO fEET TO A 1/2" REBAR AND CAP SET; THENCE j : )F S84,e',7"E 50.00 FEET TO A 1/2" REBAR ANO CAP SET: THENCE I ,';". SOS'41'~3"W SO.OO fEET TO lHE f>LACE 0" BEGINNING AND CONTAINING. ,'.f..h~' 2.500 SCUARE FEET. OR 0.057 ACRES. MORE OR LEss. I l f f i~! Ii r F.- # .. ~- f j;. /~,i., I /' I/~ I / ,fI' . . .. , ;f , / / '. jl ~. :~ / - - / y/ ~J ~~ "- t!/~ )~~ ~" -&"\; ----- WILLIAM MAWYER DB: 2108 PC: 215 TM: 98 PAR: 9 / - - " " ----- ~ / / "- " - '- HENRY PUGH DB: 300 PC: 31 TM: 98 PAR: 9/, j ~ DISTANCE 4J.iO 82.113 ....92 27:'i4 47.n 5i.3O 109.62 Q4s 24.:59 5Ui ....61 sue 53.46 :mi 11.96 50.00 50.00 so:oo SO.OO -........ UNE i:i" L2 l3 L4 1:5 iF L7 .!:!. I.B Ll0 Iii' L12 L13 L14 L15 LIS L17 L18 Lii - - VIOLET MOYER DB: 451 PC: 26'1 TM: 98 PAR: 22 r - EUZABETH MOYER DB: 210B PG: 215 TM: 98 PAR: 21A - /' DA VlD LINKE DB: 1976 PG: 213 TM: 98 PAR: 21B / / - N81-56'51.W lJ8J.52' -- ~--- ~-- (N78'15'OO"W 1386.00') HAROLD THACKER DB: 588 PC: 220 TM, 98 PAR, 21~ II I / UTILI ~~ # 668- 4':J12- . { / E~ISTJ~G J TELCO OX, "'" " , , 1 /2" REBAR FOUND IN STONE PILE BELFRY HOLDING INC. DB: 1229 PC: 309 TM: 9B PAR: 23 EDNA THACKER DB: 1742 PC: 662 TM: 98 PAR: 21 ATTACHMENT B NEXTEL Partners INC. 'A ... III ___21,AJ (304)~' r.. 7SS-USO . L..EOENO _ - - - PROPERTY UN< ---.---------- TRACT UNC LEASE UHf -.- - - -- _UNE -, _ 6_:r- E:XtS71NG FENCE LJNE -_..-_ PROPOSfD FENCL UHf: c lOo'.S UNC c O~ fiECmIC T O'ICRIKAD m.EPHONE: --u[ I.INDERGROfJND EZE:11fIC 1)1 I.JNDER{;ROVN/) mEPHONt - aT - 0VfTiH<A/) fiECTRfC/TEUPHONE . S/'!. RaW/ W/C4P SET [E FOIJND UONVIIENTATION . CALCU!A7lD POINT J:1 UTJU1Y POLE 11 PROPO$fD lJT/UTY POLE POPLAR TALL ! 20 95 ,\ \':'-~'-<:;!, /..\,~. ~ ~,,' iJ"~ .7:? ! "--. . ,.,..--- ,....~7 S~~ ~ "-~ ............_.\ \ I~ \ \-'..~./___JjJ~- .' , ('""'S'l :' ""'-" 2C~ ~:.c-:-) ~;= .._ ~~"o \.;- C~j ~~. rT~' I' . '\ ' , ..._~ r .---,'> J ' f \, ~\J <_Ii}\) L'. ~ II> ~~ ~~ ~~ "';l ~2! !h ~ j ~ \~ PLANT LIST Q'IT. I BOTAIIICAI. IWIE 7 ThuJo _1_. 'T..".".' R:::l.W~ ...It ssu: &/06/0:;: ~ 1/D9/:l2 FIlS! '"'""""- 8/21/01 s.~ SlJ8WTTA... ......"""" NO. I..." &1 &1 &1 &1 &.1 _r.: 0A3 CHDCID 81': R, SIlt_ MILL MOUNTAIN ISI1!OJll8!ll VA154P Ism: IollllO(SS 4921 THACKERS LANE NORTH GARDEN, VA 22959 SAllE. aLER DISTRICT ALSEllt.RLE COUNTY s...., lnI.E SITE PLAN VIEW - SHUT NJwBE.il: - C-1 - , PlOT $CAO.L: AS NOTED - 2. *1. " , i , , " \ '" ~ \ ,,5?'S_ '\. ,0~ 6'.9-2 ' 0~" .~):\( :, ; , \ , \ " . , , , " \. ,.- \'-$>...." *00'0-1>:' --.' -- .--; ,- - .-.- - ,0 Il'\\\lli . v. _ _' _ - _Il't.~ ---" ..-- "--'.~- . - -- - -- -- - _ _Ilt.~'\- "\ --- '\ , \ \ \ ~ \ \. IIOOT BaB GEIIlERAL IIlOTES: I. ~CTOR IS IlESl'ON5IIU TO REVIEW AU. UllUTY LOCA nONS 'RIOR TO EXCAVA lION OR .....raw. INSTALlATION. z. AI.l. lAIlDSCN't .....1[llIALS SIW..L BE IN ACCORlWlC[ WlTll 1HE 'AIoIERlCAN STANDARD FOR NURSER\' STOCK' AIID SHALl. BE INSI'ECTED PRIOR TO 'LANllNC_ 3. CONTItACTOR IS RESPONSIBLE roR SOIL 'RE'AllATlON. ADOlTIY[ or NUTIlIENT AIlD romu:u.noN 'Ell 'ItSTINlO AS OlITUNm IN nlE SI'ECInCATION5. 4. F ANY \lI5CREPAHClts OCCUR BnwtEN OUANTlTIES or IlATERIALS SHOWN ON 11lI: 'UUl AND OUAIITITlES USTtD IN THE 'lANT UST. nlE OUANllTlES SHOWN ON THE I'1.AN SIW..L TAKE 'RECEDENCE. 5_ SOIL AWDlDIlENTS SHAll BE UNlI'llIlML Y SPREAIl AND IlOTtITLLED INI'D TO!' 12 INCHES or SOil. 6. CONTRACTOR SHAll NOTIfY AllCHrTtCT or AllY SOl. CllNIlfTlONS nlE CONT1lACTOR COIISIDEBS DETRIIIENTAl. TO nlE PINIT ClROWTH. ,. PLANT 'IT SHALl. BE BACK nuDl WITH SOil IlIX CDNSIS1lNC or. ONE 'ART BY VOl.UIlE or COIll'OST!:D DAIlY cow IlANURE WITH tHREE 'ARTS OUAUTY TOP SOIl.. a. AI.l. l'LA1IT BEDS AIID NEW TlltE:; SHAU. BE IlUlCHm WITI! 4 INCH THCK LAYER or cHlI',m HARDWOOD IlULCN. I. COIllllACTOR IS RESPONSIBLE ro~ nlE SOil PRE'_lION AND stDllNC or THE ENTIRE SITE. SEED AI.l. LAWN AREAS WITrl A lLUEGIIASS IlCm. TAU. rt5CtJE 20lC LAWN TURf' SEED IlIX IIlDID. D. CONlRACTOR IS RD'ONSIBLE rOl: THE: R[ -SI'READlNC: A _"UN or I INCHES IN DEI'lli or TOl'SOll IN AI.l. LAWN AllEAS. AI.l. lR[ts AIID SHRUBS SIW..L BE P\.ACUl A IlIN..UIl or "-0' ON CENTER. 1/". I'OI.Y RO'E OR 3/'" IIYLON STRA/' FINISH GRADE '.Il2.x1'. WOOD STIJC[ WITH CENTERED 3/a. HOLL REloIlM: TO!' 1/3 or . 8UltW, It 1M'! 1Wl.S/I'INS. REloIlM: TO!' 2/3 01' WIRE BASKET _ PRESENT lUBBER HOSE TO!' 01' ROOT IIALl. TO BE 2. o\8OVE nNISIt ;MOE 3' LAYER or IlUlCH IlUlCll SHALl. NOT TOUCH TlIUIlK _ WATER BtRIl UNDISTURBED SOl. LIlE ( IF SOIL lIAS KEN _v OISTl1RBED. ARM SOlI. UNDD I'u.NTIIIG IlIX ROOT IIALl. ) (AS Sl'[C1FlED) AU. TREES SHALl. MEEl AllEl8CAN STAHOAllD FOR NURSERY STOa< (ANSI. 1000, PAllT I, .Shacle _ fIowerin; T......) SIZE ,,'-0' CON_ NAIl[ Miulon Arbon4hM ETC. POPLAR TAU. ~ ~ 1.00' XX 4.0:' "1>< >< o o c:i Lf) 1= 7'S; ,'vi-;, ,..,., ry}" \/ ;:,'/":' I ~ -...... .......~, .... -,'" .....:::.. I -- '-~ I :<i" c.,_ r---- ,i~:.. 27' ~ /--- ej f <") 97' (/) '-. ~ '--'(:s-S:i '---...hS/ ~.^.~ ~L ~AA " L/'~~, urV.-848.73' ::.. , ...-.-')~ cj' ~25' POPLAR ) 91' TALL ~ }::\ ! "'-_J/Jv PROPOSED . SINGlI lo4ETERBOARO I - - 2O.0()' ---- w 8 .~ ~ XX PROPOSED 10'><20' NEXm SHELTER J ... ~ -- S84'42'06"[ -- 50.26' - -UE&T_ _',:-=::- _ - - N84'18'17" ---- 50.'00 i i \ \ I AU. UTlUTES ARE TO BE..oNDERGRWND (SEE i'RENCH DETAIL ON SlID E4) ~ , PROPOSED 6' HIGH CHAINUN< FENCE 'II/WOODEN STOCKADE FENCE <,::,,;'\('c. '~2,.-<~ ~'" "" ,-- (_::::: ~c-. ~"" '17. POPLAR ( <.3 '-" 6,3' TALL \. -; /, ,-:-J (TOP BROKEN) '-~ \__F;)1> 7 ~ J::/_ ~ Cl . Cl ~c) Lf) Lf) Cl 2: PROPOSED SO'xSO' lIASE AAEA t ..::-,{~,\,"'-.~ '::, ,::",~'-r _~, :~--....J c- C.,,-; ':';. ~-::..s.it__it;:~-> , , ~ o 23,5. POPl..AR 93' iALL .IIIlID RllBIER HOSE .....Y BE DELETED .. I'I.-a: 3 - STAIttS 0UTSl0E Ir 3/'" NYLOH STRA/' IS USED. THE 1WIT I'IT RDIOY[ WIRE OR HYI.ON TWINE 7, ,," s.wcDt WILl. BE 0UTSllIt ~ BAU. or BAClCF8.L INSTAU. TOP 01' IIAU 2" A.'1OVt e. SEt SI'tClFlCA1DIS rDII l7TllOt RNlSNED GIlAJl[ (oIoDJACENT 'LANTING IlEQUlREIlEllTS UI'HIU. llRAIlE) SCWC ROOT BALL AND 'L>>IT I'IT t. THIS DETAIL """LJ[S TO SlNOLE IllllElllAlUY AFTER lIISTAU.A1ION. STEIl lR[ts ot IlULTl-STEIl TIlEES LENGTH or RUlBER HOSE TO BE 10. ~~ : ~ - 2/3 CIRCUIlF[l[IlC[ or TRa:. TREE PLANTING DETAI ~ I. Z. 3. ". S. 10 SCALE FEET 10 GRAPHIC 5 0 INCH 10 \ PROPOSED 20' "'DE UnUlY ANO ACCESS EASEIIENT -' \ CALl. BdrJRc IOU DIG, DR1U. tlI'I 8LAS71 -' Wf$lI7iifY '" _ f-IJOO..lSS2-700f \ , ~- ~ ATTACHMENT B 7 ~nersINC. .~ '7.1.~."" I E:NOINEtIIINC CORPORATION ,.c. ... 51' ___25'41 (J04) 7S6-at1 r.. 1'55-_ TERRAOON PRQ..ECT tm. 2664433 RE.usE Illrr ' lSSlF- 8/06/02 , ~.. 8/"/02 FIRS1 SlIllmJ,C .n1/o~ i S~ Sl.AITTA:.. RE'IISOWS Nl . OO! I 6: I iH -..., Do\B CHrCIlED"" RFT sr.r .wit MILL MOUNTAIN I SIlt.....m VA 154P I Slit ADDRESS 4921 THACKERS LANE NORTH GARD~ VA 22959 SAMUEL IIUER DISTRICT ALBEMARLE COUNTY SHE[':' lmL ANTENNA PLATFORM DETAILS SHt(l NlJWLr"R = C-2 IPUllSCAlL - AS NOTED - 25 " /'\'~ ~> '-. ,/>::.-' , \/\ \ ,\;:.;;\);:\\\~::\ \.~ \.--c--:"..>'-'. ". \_~-\ \ \--"-;;/\ \ \~\ ' :::.0/"..).' ~.\ \ '\/' \ \-.-,:...Y\ \ '0\ \ ,-:'\\.....-:...;. \,y'\ . ...... ' .--c--:~\' \//~-'~\ \ \ ...\' -":..:,,,'-\ \ \.....-_\ \y ~ .-;-\ 'V \\-;:\... \~~. ...'....;;;y~\.~. PROPOSED UGHTNING ROD (~9T.~~~~ .~~~_~EIGHT\ lJt( I IN LJlI\Mt.It./{) \ PROPOSED TOP OF TOWER ~ ELEV.=lC5' (AGL) \ i-PROPOSED NExm RAD CTR.=938'(MSL) WOODEN POLE OT EXCEED 18" DIAMETER AT TOP /PROPOSED FENCE PROPOS~D NEXTEL SHELTER i I I I II I I I I NOTE: EACH ANTENNA ANG ASSOCIATED EQUIPMENT SHALL B~ PAINTED TO MA TCf; POLE. PROPOSED NEXTEL- RAD CTR.=103'(AGL) PROPOSED WOODEN MONOPOLE (NOT TO EXCEED 30" DlA. AT BASE) -, 05' .MQ]L PANEL ANTENNAS TO BE PAINTED SHOWN TO MATCH WOODEN POLE ANTENNA AND COAXIAL CABLE DOWN nL T I AZIMI./TH I ANTCNNA HEIGHT - (RAD CEN7ER) 10J 1ro JS" 2DO" J' J' SECTOR 2 AZ.= 200' ANTENNA RS9012-()().1,2 PANEL RS9012-0().A.2 PANEL ~ i -{;{ SECTOR 1 2 I o ANTENNA MARK FlF CONNECTOR RF CONNECTORS RS9012-QOA2 SCALE: NTS A-1 8-1 <..... /" .;f'12" ;'~--- /' I j , I , ! 96" /' 7" TOWER [LEVA TlON AND_COAX SCHEDULE ANTENNA ATTACHMENT B ~L r .-.artners INC. I ". 7)........ i ENG'NEE"'NG CO"~IUoTION I ,..0. .. 511 ...,.. .... YIrJ.... ZS,,u C-) -..-, F.. 1S5-ZUO TtRRA.OON IIRQJrt:T 11II:.. 26&44.13 AU. ~ .tHJ WR!1'TDI IMlERW.. COf{IMi[Il PfEROH ARE: TH ~ PRODfJtTY o=- ARQorrn:- III:. ""'1' NOT E: D..1fIUCA'U. LSD Oll lIISClQ50l wnl'OUT M MI'T'1!N c::JNSOO or NtCKl!:i ~ ~~ . ~ ~ ~ ' ISSlJ!: PRElJ_ ~Sl.mIilTTA.... S[CQNO 5U911rr..... .""""" oro. I DAn: ~ &1 &,1 _ '"' DAB aGICED "': RFT SlTt JWI: MILL MOUNTAIN ISIlt-- VA 154P I srrr ADllOlESS 4921 THACKERS LANE NORlH GARDEN. VA 22959 SAIIJEL aLER DISTRICT ALBEMARLE COUNTY SH(E"\" mu NOTES SI'iEET NUYB[~ C-3 I PLD! 500L = AS NOTED 26 GENERAL NOTES 1. ~~ ~.~N.~~!:!? ~'_.9!::. ~~q. ~_~~~G......BY!~2!.~~. E~".!~:':!!. ~~~C::!~~S1, . ANU ;::'II~ IMt"'I'tU~MC.N I~ ;)M"u.. DC. VIC."Ir'I~ In! ru;,U,I C I ""^,,r4 In",,,,,, lun m In N..L DISCREPANCIES REPORTED TO 'THE ENGINEER. 2. 00 NOT CHANGE SIZE NOR SPACING OF SlRUClURAL ELEMENTS. 3. DETAILS SHO~ ARE T'l'?ICAL; SIMILAR DETAILS APPLY TO SIMILAR CONDIl1ONS UNLESS O'THERWlSE NOTED. 4. 'THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFEi'(. 5. CONlRACTOR SHAll SUPPORT SlRUClURES UNTIL ALL STRUClURAL ElEMENTS NEEDED F'OR STABIUTY ARE INSTALLED. ASlM C lSD, ASlM A 185 ASlM C 33 DRINKABLE NON-CHLORIDE CONTAINING TYPE 'THE FOLLOWING MATERIALS SHAI..L POR1l.AND CEt.4ENT: REINFORCEMENT: NORMAl WEIGHT AGGREGATE: WATER: ADMIXlURES: VENTS, 7. INCORREClLY FABRICATED, DAMAGED, OR O'THERWlSE MISFli11NG OR NON CONFORMING MATERIALS OR CONDITIONS SHAI..L BE REPORTED TO THE OWNER PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH ACTION SHALL REQUIRE APPROVAL B. EACH CONlRACTOR SHAI..L COOPERATE WI'TH 'THE OWNER'S REPRESENTATIVE. AND COORDINATE HIS WORK WI'TH 'THE WORK OF O'THERS. DESIGN DATA 1. UVE LOADS GROUNDS, DRAIN PIPES, 6. DETERMINE EXACT LOCATION OF' EXlS11NG UTIUTIES, ETC. BEFORE COMMENCING WORK. 6. REINFORCING DETAILS SHALL BE IN ACCORDANCE WITH THE LATEST EDI1lON OF ACI 315. 7. REINFORCING STEEl SHAI..L CONFORM TO ASlM A 615, GRADE 60, DEFORMED UNLESS NOTED O'THERWlSE. WELDED WIRE F'ABRIC SHAI..L CONFORM TO ASlM A 1B5 WELDED STEEL WIRE FABRIC UNLESS NOTED O'THERWlSE. SPUCES SHALl BE CLASS "B" AND AI..L HOOKS SHAll BE STANDARD, UNO. WIND LOADS: PER E:IA/T1A 1"-222 - 70 '"'PH ICE: LOADS: 1/2" RADiAl ON ALL COMPONENTS de CABLE SNOW LOAD: PER LOCAL UNIFORM STATE BUILDING CODE. SEISMIC LOADS: PER LOCAl UNIFORM STATE BUILDING CODE. REINF'ORCING BE PROVIDED FOR 8. 'THE F'OLLOWlNG MINIMUM CONCRETE COVER SHAI..L STEEL UNLESS SHOWN O'THERWlSE ON DRAWINGS: CONCRETE: CAST AGAINST EAR'TH........3 IN. CONCRETE EXPOSED TO EARTH OR WEA'THER: IfJ AND LARGER ..................................2 IN. #5 AND SMALLER &: WNF' ...................1 1/2 IN. CONCRETE NOlES 1. DESIGN AND CONSlRUCTION OF ALL CONCRETE aa.tENTS SHAI..L CONFORM TO '!HE LA, TEST romoNs OF' THE FOllOWING APPUCABLE CODES: ACI 301 "SPECIFICATIONS FOR SlRUClURAL CONCRETE FOR BUILDINGS"; ACI 31B, "BUILDING COOE REQUIREt.lENTS FOR REINFORCED CONCRETE:"; 2. MIX DESIGN SHAI..L BE APPROVED BY OWNER'S' REPRESENTATIVE PRIOR TO PLACING CONCRETE. 3. CONCRETE SHAI..L BE NORMAL WEIGHT, 6:1: AIR ENlRAlNED (:1.5") WI'TH A t.lAXllotUM 4" SLUMP, CONCRETE SAMPLES SHAI..L BE TAKEN FROM EACH CONCRE1E BATCH. 'THREE SAMPLES SHAll BE PREPARED ONE FOR A 7-DAY TEST HAVING A MIN. COMPRESSIVE SlRENG'TH 4,000 PSI, ONE FOR A 2B-DAY TEST HAVING A MIN COMPRESSIVE SlRENGTH OF 5.000 PSI. AND ONE SPARE. 4. MAXIMUM AGGREGATE SIZE SHALL BE 1". 5. BE USED: DESIGN RESPONSlBIUTY OF ANTENNA MOUNTING BRACKETS AND POLES AND ALL COMPONENTS 'THEREOF AND ATTACHMENT THERETO SHAI..L BE THE RESPONSIBIUTY OF 'THE MANUF AClURER. MFR SHAI..L PROVIDE TO 'THE ENGINEER F'OR APPROVAL. DRAWINGS DETAIUNG ALL COMPONENTS OF 'THE ASSEMBLY. INCLUDING CONNECTIONS, DESIGN LOADS, AND ALL O'THER PERTINENT DATA. ALL SUBt.lISSIONS SHALl BEAR THE STAMP AND SlGNAlURE OF A PROFESSIONAL ENGINEER REGISTERED IN 'THE STATE 'THE WORK IS BEING PERFORMED. 1. THE GROUND: AGAINST NOT CAST OR CONCRETE NOT EXPOSED TO EAR'TH OR WEA'THER SLAB AND WAI..L ........ ...............3/4 IN. BEAMS AND COl.Ulo4NS ...............1 1/2 IN. 2. BRACKETS SHAI..L BE DESIGNED TO SUPPORT CURRENT AND FUlURE PANEL ANTENNA COAXIAL CABLES AS SHOWN. :.mo, EDGES OF CONCRETE, EXPOSED 9. A C1iAMFt:R 3/4" SHALL BE PROVIDED AT ALL IN ACCORDANCE WI'TH ACI 301 SECTION 4.2.4. O. INSTALLATION OF CONCRETE ANCHOR, SHALL BE PER MANUF'AClURERS WRITTEN RECOMMENDED PROCEDURE. 'THE ANCHOR BOLT, DOWEL OR ROD SHAll CONFORM TO MANUFAClURER'S RECOMMENDATION FOR EMBEDMENT DEP'TH OR AS SHO~ ON THE ORAWlNGS. NO REBAR SHALL BE CUT WI'THOUT PRIOR ENGINEERING APPROVAL WHEN DRILUNG HOLES IN COHCRE'lL 1. CURING COMPOUNDS SHALL CONFORM TO ASn.t C-309. 2. ADMIXlURES SHALL CONFORM TO THE APPROPRIATE AS1M IN ACI-301. STANDARD AS REFERENCED 3. DO NOT WELD OR TACK WELD REINFORCING STEEL. 4. All DOWELS, ANCHOR BOLTS, EMBEDDED STEEL. o..ECTRlCAL CONDUITS. PIPE SLEEVES, GROUNDS AND ALL O'THER EMBEDDED IlDAS AND FORMED DETAILS SHALL BE IN PLACE: BEFORE START OF CONCRETE PLACEMENT. 2. ALL INTERIOR SlRUClURAL STEEL USED SHAI..L BE, WHEN DEUVERED, FlN1SHED WI'TH ONE COAT FABRICATOR'S NON-LEAD. RED OXIDE PRlt.lER. PRIMING SHAI..L BE PERFORMED AFTER SHOP FABRICATION TO THE GREATEST EXTENT POSSIBLE. ALL DINGS. SCRAPES. MARS. AND WELDS IN 'THE PRIMED AREAS SHALL BE REPAIRED BY FIELD TOUCHUP PRIOR TO COMPLE11ON OF 'THE WORK. 3. All EXTERIOR STEEL WORK SHAI..L BE GALVANIZED IN ACCORDANCE W1'TH SPECIFICATION ASlM A36 UNLESS O'THERWlSE NOTED. GALVANIZING SHALL BE PERFORMED AFTER SHOP I" ABRICA l10N TO 'THE GREA'TEST EXTENT POSSIBLE. All DINGS. SCRAPES, MARS. AND WELDS IN 'THE GAlVANIZED AREAS SHAll BE REPAIRED BY F1o..D TOUCHUP PRIOR TO COMPLETION OF 'THE WORK. SlRUClURAL SlEEL SHALL CONFORM TO 'THE LATEST EDmON OF THE AISC "SPECIFICATION FOR 'THE DESIGN. FABRICATION AND ERECTION OF SlRUClURAL STEEL FOR BUILDINGS". 1. LOCAlE ADDIllONAL CONSlRUClION JOINTS REQUIRED TO FAClUTATE CONSlRUCl1ON AS ACCEPTABLE TO ENGINEER. PLACE: RElNF'ORCEMENT CONl1NUOUSL Y 'THROUGH JOINT. RElNF'ORCEMENT SHAll BE COLD BENT WHENEVER BENDING IS REQUIRED. PLACE CONCRETE IN A UNIF'ORM MANNER TO PREVENT 'THE FORMATION OF COLD JOINTS AND OTHER PLANES OF WEAKNESS. VIBRATE THE CONCRETE: TO FULLY EMBED REINFORCING. DO NOT USE VIBRATORS TO lRANSPORT CONCRETE 'THROUGH C1iUTES OR FORM WORK DO NOT PLACE: CONCRETE IN WATER, ICE, OR ON FROZEN GROUND. 5. 6. 7. 8. 9. 4. 00 NOT PLACE HOLES THROUGH SlRUCiURAL STEEL MEMBERS EXCEPT AS SHOWN AND DETAILED ON SlRUClURAL DRAWINGS. 5. CONNECTIONS: A. AI..L WELDING SHAI..L BE DONE BY A CERTIFIED WELDER USING E70XX EllClRODES AND WElDING SHALL CONFORM TO AISC AND AWS 01.1. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE 'THE MINIMUM SIZE PER TABLE J2.4 IN 'THE AISC "MANUAL OF STEEl CONSlRUCl1ON ", 9'TH EDIllON. AT THE COMPLETION OF EDING, AI..L DAt.lAGE TO GALVANIZED COAilNG SHALL BE REPAIRED. B. BOLTED CONNECTIONS SHAI..L USE BEARING TYPE GALVANIZED ASlM A325 BOLTS (3/4" DIA,) AND SHAI..L HAVE MINIMUM OF' TWO BOLTS UNLESS NOTED O'THERWlSE. C. NON-SlRUClURAl CONNEC1lONS FOR STEEL GRATING MAY USE 5/8" DlA. GALVANIZED AS1M A 307 BOLTS UNLESS NOTED O'THERWlSE. WILL BE SUBJECT TO REVIEW AND CURING AND SETllNG 20. FOR COl.O-WEA'THER AND HOT-WEA'THER CONCRETE PLACEMENT, CONFORM TO APPUCABLE ACI CODES AND RECOMMENDATIONS. IN EI'THER CASE. MATERiAlS CONTAINING CHLORIDE. CALCIUM, SAlTS. ETC. SHAI..L NOT BE USED. PROTECT FRESH CONCRETE: FROM WEA'THER FOR 7 DAYS MINlt.llJM. DO NOT AlLOW CONCRETE SUB BASE TO FREEZE DURING CONCRETE PERIOD, OR FOR A MINIMUt.I OF' 14 OAYS AFTER PLACEMENT. CONNECTION DESIGN BY F ABRICA TOR APPROVAL BY ENGINEER. D. NOTES All. ANlENNAS TO BE FURNISHED WITH D<lVll<lllLT BRACKETS. CQN1RACTOR TO COORDtlATE REQUIRED llEOiANICAl DOWNllLT FOR EAOi ANTENNA WITH Rf ENGINEER. ANlENNA CENrrRLJIE HEIGHT IS IN REfERENCE TO El.EVA TION 0.0' . CHECK WITH RF ENGINEER FOR LA TEST ANTENNA TYPE: AND AZIMUTH. CONTRACTOR SHAll. \t:RIFY ANTENNA TYPE AND AZIt.lUTH WITH CONSTRUCTION MANAGER PRIOR TO CONSTRUCllON. CONTRACTOR SHAll. NOT INSTAll. COLD SHRINK Y1RAP INSULATORS UNl1L AF1ER CABLES HA~ SEal SWEPT. THE COAXIAL CAB..E SHAll. NOT EXCEED 100.0' IlE1WEEN GROUND KITS. THE USE OF ALrrRNA TE GROUNDING MEANS (SUCH AS L YNCOl.E KI1) SHALL O.C.E.I. CONSTRUCTION SPEClFlCA liONS .5< BUILDING PRACTICES. WITH COMPL ':' 1. 2- 3. 4. 6. 7. 5. 'THESE DRAWINGS ARE BASED ON INFORMATION PROVIDED TO TERRADON CORPORATION AND 'THE TOWER OWNER ASSUME ALL UABIUTY FOR ALL SlRUCiURAl ANALYSIS, INTEGRITY AND REQUIRED 11oIPROVEt.lENTS OF AND TO THE EXISTING TOWERS, EXISTING STRUCiURES. AND EXISTING SUPPORTS. ATTACHMENT B ~El. artnerslNC. ,.0. ... 11. ... .... VIrfInI- 251AS C....) 755-&21' ... 755-1U1 RItADON PROJ[C"" ho. 25&44.3J ,Tt I ISS:J~ I '05/02 I PR[l~ '09/02 I fIRst 5lIIWm..... '21/02 I SECOND..-nAL REVISIONS "D. l>>.'!l 1 & &. &. & & -III', DAB Q4ECICB) .., RFT SIT! IWfr MILL MOUNTAIN SIlt_ VA 154P I snl ADDRESS 4921 THACKERS LANE NORTH GARDEN. VA 22959 SAIIlJB.IIl1ER DISTRICT ALBEMARLE COUNTY s....,. TI1IE STRUCTURAL DETAILS - SHEET NLJW8[" - C-4 I PCOT SCAL" - AS NOTED - 2'; i5 L.:i ~ Q G al ~ - - - 0 0 0 ___ ="Ug g___ 0 DOUBLE TAPE WRAP 0__- TRIPLE TAPE WRAP 0 0 0 COAX ENTRY PORT (OUTSIDE LOOKING IN) HO SCAlE 'I'M) HOLE WEalANlCAL WC TAPE 'MW' '0 n.., {'} 0 (';I! 1RlPl..E TAPE WIW' .. I' " .. 3" 0.0. GAlYAJoIZED WOUND AROUND SlEa PIPE (ICE PIPE FOR BRlDCE POS1) DRAINAGE CADWEUl / 1211,*,1 /~ ANI) GROUND RlMC Cl ~~}l~7i~ ~:'; ~'Z<<'Z<<'Z<<~ >W~y>; . CQNCRElL PlER- III ~ POURED IN sa<<>1UIlE CAD'IlIEl.O . ;("OUNO RIIC . . - ~1 < I 12" I ICE BRIDGE DETAIL NO SCALE HOlE: ,. 8' WAX SPAClNC BEllIEEH SUPPORTS. c GPS FUlURE ('TYP.) 0 i ~ fa it: Q: 4'-0" ROO ATTACHWENT I (N'.) I ANlENNA (TYP) WOUNTINC l ~ ~ PIPE ANTENNA MOUNTS - ELEVATION VIEW (LOOKING TOWARD 11iE TOWER) NO SCALE 3".3".,/4" NEOPRENE RIAl8ER PAD SEE NOTE 2 (60 OUROMETER) LOCATE AT 4'-C- D.C. SHIW w/pLAS1IC SHlWS TO 4' lHICK Sl.AE A TT AIM UNFORM BEARING 4' . 4' AT 0Da' LOCATIor- 6" . 6' 08/08 SHEl.TER flOOR 3/"" alAI.! F1NSlH - GRAIlE . - . . :L. ~ e . ~ . , - " .t . 14 REBAR " 012" E.W. - : , " 6' Of CRUSHED " e STONE c. I , ,.,. REBAR ... . " . < EJCPANSlON ". JOINT . e. . . , <l ;c: . . ~ I 1'-0' I FOUNDA TlON DETAILS NO SCALE liQIES:.. ,. SHEl. TER PAD SHALl. BE 5000 PSI AIR ENlR......ED CQNCRElL PLACEt) OYER A IIIN. '" GRAVEl. TO AASH TO NO. 57 OR lID. al-8 ON UNDISTURBED OR WElL COMPAClED SOCL WI1H A BEARING PRESSURE Of 2DOO PSf' IIIN. (NO ORGANIC MATTER PERMITTED) 2. SHEl.TER SHALl. BE ANCHORED TO FOUNDA1ION AS PER lINlUFACTURER'S IlECOIolIoENIlAlION5. 3. 9OTTOIoI Of FOUNDA liON IIUST BE BEl.OW FROST UNE AND BEAR ON UNOISlURBED SOCL.. ATTACHMENT B P.o. ... 811 ___JlIQ I_I ___I 'AI 715-:lUI TERR.tJ)Ot; PROJE:;':" traD. 2U44JJ AI..:. ()RlllWJGS ~ IRTT!III ItlTOlW. CQlfTANI: HERtJ"l ItRr. Tlit PROP[R1Y ry ARCHrT[:;1' ~WYNDT-=IlJlI..Ol[O lSOOllMCi.t'SE: WTTHOiJi M t'ItI'I'TDl CONSOr or AltCHlTEc'" lSSut - fIIST'""'"""'- ,,~~ REVlSICIfrE IliD. 1lIo" & & .& &, & _1'1': DA3 CHEDClllII't: RFT w_ MILL MOUNTAIN I sm: ..,.. VA154P I !lIfE o\DORESS 4921 THACKERS LANE NORTH GARDEN. VA 22959 8A11U8..IILLER DISTRICT ALBEIIARLE COUNTY SHEET lIIIL ELECTRICAL SITE PLAN SH[tT h\MBEfIt :J E.1 II'I.DTS:AIL :J AS NOTED ~~8 NEXTEL. Partners INC. BY U1lLm' CONPANY. /. EXIS1lNG U1lLm' PCU IiIElER rocKET BY '!HIS CONlRACT. lolElDl SER'IICE DISCONNECT GROOND BAR GROUND ROO INSPECllON YlEI..l Ca.IPRESSION WG COtfIECllON EX01HERMlC WELDED (CAOWELD) UNDERGRllUND ELECTRICfTn.EPHONE BY TIllS CONtRACT GROUNDING VIIRE COOED DRAwtlG NOlE GPS LOCA1l0N ~ I I \X--- ~ I LEGEND 16 B~ o ,...,. CI!i:J ..;.. .. @ . ~ --- o e " "x I<ILOWA TT IIAstER GROUND BAR IlINNUlI MANUAl.. tRANSfER SWITOi NA 1l0NAl. ELECTRICAl.. CODE POLE RICID GAlVANIZED SlEEl.. CONDUIT SECTOR GROJNO BAR 'NP1CAl. YOl.lS llITIl WEATHERPROOF NUlilBER i, ~ " I ",^, ""--I I I ~ I -z COORD/NAT< SYSTEIJ SOIJT/f ZONE ~"... , l KW 11GB IiIIN illS NEC P RGS 5GB 'NP v WI YIP , ...........: -j ABBREVIAllilli, A AlIPE'RES I>Ff ABO'':: RNSHED FlOOR N'G ABCNf. RNSHED GRADE Ale AlI~ INTERRUPllNG CAPACITY AWG AlIEIllCAN VllRE GAUGE BCW BARE COPPER VllRE (SOUD 1lNNED) e CONWIT CB CIRCUIT BREAKER CIGBE COAX ISOLAm> GROUND BAR. EXTERNAL DWG DRAf~NG EGB ENtRy PORT GROUND BAR EIiIT ELECtRICAl.. IIETALlJC lUlliNG G/GRO GROUND IGR INIDlIal GROOND RING I<VA I<lLOVOLT-AIlPERE II1RG:IN1A OF Ifl8~ /,"\ //,,/' /' --i-. "'t-.-' T / :rv I I I , I Cl~ n.: A >~ >~. @ ;'\ . 6) NEXTEL PREFA8 SI::IEillR td---- ,,!~-- >:\ A- . xx C2 n: "'-.., "~ @) --.... -z IofHG1IwA ~;';"'1I: SYS70I OF IMJ SOuT/f ZONE ^, ' I', \ ./ -~ '..~' - / / / A C1 o NEXTEL PREF A8 ~ C2 @ v\ I, ' >; X ---- >:x @ GENERA,- NOTE: 1. TIllS Silt INC1.UDES EXIS11NG UNOERGROOND ELECTRIC, 'TREPHONE AND GROUNDING SYSTEMS. CONTACT ELEClllIC, m.EPHONE AND All OTIlER APPROPRlA lE AGENCIES ro LOCATE EXIS11NG UNDfRGROUND SERVICES PRIOR TO EXCAVA1lON. ANY EXCAVAlKlN VTHlN 'THE PROXllIITY OF UI<<lERGROIJND SERVICES SHALL BE PERfORIiIED BY HAND. \.' \ )\ /: ):" >< ), ),/\ ... .', \'" ~ lXlIIlRAC1Cll 10 fEU) VDtEY AC1UAL LOCA1KlN OF GPS lIlTS. GPS UNnS laJST BE wcunm ON llPPOSIllC CXlRNEJlS OF SHEl.lDl. /\ xx ----- 1:J \\ @ EXISlJl(;~. e m.EPHONE CONlUIT SlUB-UP. COORDINATE EXACT LOCA1lON IN F'ELD. @ AC UNTS BY SHELlER IIANUfAClURER. GROONOlNG CON/IECllON BY lltS CONTRACT. @ nE INTO EXJSllNG GROUND RING. l.OCA lE IN FIEI.Il. tf7\ INlERlDR lnEPHONE BOARD BY SHEllER IlANUfAClllRER. 'IERIoIINA1lONS 1.:.:/ BY OTHERS. @BlN1ERIlIlMAlNGROUNDBARBYSHEllERWANUFAClURER.CAIll.ESAND 1ERIllNA llONS BY lHS CONlRACT. @ BUILDING T-IlRAC<ET. CADYltLD TO GROOND RING. @ INSPECllON WElL. @ PO't1ER CONDUIT SlUIl-UP. COORDlNAlE EXACT LOCA1lON IN F1ELD. @ l.OCAllON Of' EQUIPMENT IS DEPENDEHT ON ACTUAL SHEl..lER PROVIDED. COORDINA'IE EXACT LOCA nON OF EQUIPMENT IN RELD. @ COORDINA'IE EXACT LOCA 1lON Of' COIIll.IIT IN RELD. @ EXISllNG ~ CROOND RtlG RA !':l. ~ f1\ METER SOCKET BY CONtRACTOR. WElER AIIl 200 AIoIP SER'IICE BY \.:.J UlIUTY JNSTAl..1.fD BY THIS CONtRACT. GROIJNl) PER NEC AND UlIUTY REQUIlEIIENlS EXACT LOCA llON TO BE DElERMINED. o POlIIER AND meo DEIIARCA 1lONS TO BE DETERlllNED IN RELD. o 2"C. w/6 PAIR, 124 AWG SaJD CORE TELEPHONE CABLE.. o 2"C, wi (3) 1310 + 16G. f5\ IGR BY SHEl..l!R MANlFACTURER. GROUNDING CONNEC1latS INSIDE SHEllER \:V BY OTHERS utUSS NOTED OTHER~ fjj\ SER\1CE DISCONNECT SWTOi BY SHElTER IIANUfACT\JRER. UNE SIDE \V 1ERI.tINA lIONS BY 'THIS CONlRACT. o 12 sa.Jl 1lNNED BCW BURIED EX1ERlOR GROUND RING. o PROPOSED ICE IIR1DGE. BOND EACH SECTION. tg\ POI9l PEDESTAl.. IHCUDlNG GEHERATDR RECEPTACLE. lERIoIINA1lONS TO POIER \!V PEDESTAL BY lHIS CONtRACT. r,Q\ EXTERIOR GROUND BAR BY SHEllER IIAMJfAClURER. CA8l.ES IJI) ~ lERlillNAllatS BY THIS CONtRACT. @ TOP AND BOTTOlI (TOYlER) ClGSE(S). @ SEClOR CIGBE(S), ATTACHMENT B ~EXTEL artners INC. --~-;; ~tT. ENGINEERING CORPORATION ,.c. ... S,. ..... .... .,.,... 251013 (_>"......, ... 751-1Ut TtltRADON ~r:r Mo_ 26"''',l) &5U: - Fe> s:.P..,n.tL. 5ttlllr. ..-nAi """""'" I Ill. I..." .&1 il _IT: 0A3 CHB::lCEII ft: RFT W- I MILL MOUNTAIN SIt ....... I VA 154P I SIIE ADIlRESS I 4921 THACKERS LANE NORTH GARDEN. VA 22959 8AIIJB. -.J.ER DISTRICT AlBEIIARLE COUNTY SHEtT mu: I ELECTRICAL DETAILS SHffi NLJU8[R E.2 I PUr SCAl.E AS NOTED ~) ~ ..... , .,; :::E 'b I ;., TVtlST LOCK OR SNAP LOCK snt..E CAP .NO SCREW ON PVC CAPS FINISH GRADE EXISTING FEt\CE GROU\lDING NO SCALE (TYPICAL) . GO HIGH DENSITY POl YE1HYlENE OR BETIER- 'VALVE BOX' STYLE INSPECTION M:ll. #2 SauD (TEST LOOP) ~ YFJ.lHERPROOFlNG lOT OUND CONDUCTOR fO AWG StRANDED COPPER GROUND tilmS;. 1. 00 NOT INSTAI.L CABlE GROUND KIT AT A BEND IN CABLE. 2. ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 3. 2-1/2". WAX fOR TX/RX ANlENNA CABLES. 4. 1-1/4"' WAX fOR GPS ANlENNA CABLES. COAX CABLE GROUNDING CLAWP KIT 0, cOt-,X CABLE \t=V NO SCALE TO ANTtNNA CABLE TO B15 CABLE ANTENNA CABLES ( TYP. )~ GPS ~/ GROUNDING WAVEGUIDE KIT (TYP) WALL/ROOF FEED THRU --- ASSEMBLY BY SHELTER. MANUF ACiURER. SHELTER G) FEED THKU ASSEMBLY OUTOOOR INDOOR PREFAB WAll. ~ 12 AWG BCW TO ~ EXTERIOR GROUND RING NST ALLA TION TO EQUIPMENT POLYPHASER SURGE PROTECTION CABLE GROUNDING KIT ( TYP. GROUND BAR BY SHELTER MANUFACTURER . o I ;., U, I ;., 12 AWG SOUD TINNED COPPER WIRE 157 STONE WELL POST POST ~.~ ,-.. \ BETWEEN ICE BRIlGE WITH tolEClWl1CAl. LUG GND WIRE BRIDGE TO CAOWELD 12 GND WIRE S" NJO'oIE GRADE FROIl TO GND RING INTERIOR WASTER GROl>>ID BARf3\ (El':' SHELTER tolFR) 'i::B7 I" P\IC lHROUGH WAI.L (BY SHELTER WFR) ~iliElTER II'-lTERIOR WAI.L ."'" '" . t .. . . . . . .~ "" . :, EXTERIOR ENlRY PORT CROUND BAR (BY SHaTER tolFR) SEAL PVC CONDUIT (NOT REQUIRED BELOW GRADE) CAOWElO TO GROUND ANAL GRADE @ RING WITH WAL~ /ROOF RADE ~ """""" "."'" ... ~/8"' x 10'-0" L~G BELOW FROST UNE, ytjJOlEVER IS DEEPER GROUND ROD NO SCALE GROUND RING 12 AWG BCW CABLES NO SCALE s" OR 4 E-2 . o .., * 2' -s" 1 ~ ! BRIDGE GROUNDJNG DET AL... NO SCALE Q L if, p WA SHEL TER NO SCALE 5 E-2 ATTACHMENT 8 Ei"EXTEL partners INC. ,.0. .. 51. -. _ ........ Z5.4J (JIM' 7I5-a2I' ,.. 75$-'''' ENGINEERINO SCHEMATIC ROUNDING SYSTEM NOTES: 1, PROVIDE 12 AWG GROUNDING tic BONDING CONDUCTORS UNLESS OTHERWISE NOlED. 2. PROVIDE GROUNDING tic BONDING CONDUCTORS WITH GREEN iYPE 'Tl-tIN INSULATION UNLESS O'Tl-tERWlSE NOTED. 3. BOND ANTENNA GROUNDING KIT CABLE TO GROUND BAR. 4. PROVIDE SOUD llNNED BCW BURIED GROUND RING WITH GROUND RODS AROUND NEXTEL SHELlER, SEE DRAWING E-l, GROUNDING PLAN. 5, INTERIOR GROUND RING FOR EOUIPMENT BY SHELTER MANUFAC1\JRER. 6. CADYtaD TO ANTENNA MOUNT BRACKET DR PIPE. ALL) ,..~,......,...... ., ~~""'IU" v ANTENNA (iYP, 2 PLACES) NOTE 3 AN'lENNA COAX CABLE GN KIT lil iD-NOTE 6 (TYP, ~ QTYP [-2 TYP ! [-2 ,....."',.^'"' ,., ~I;.""I"'" "- ANTENNA (TYP. 2 PLACES) NOTE 3 ANlENNA COAX CABLE GND KIT ~ < Ii; 5GB ""I""',,","P'^^ . "'~""'I\,Ir\ I ANlENNA (TYP. 2 PLACES) NOTE 3 : ANlENNA COAX 'I' i !tABLE ! GND, KIT NO'lE 3 GPS!BlAR AN'lENNA (m>, AU.) NO'lE 3 ANTENNA COAX CABLE GNO KIT (m>, AU.) NO'lE 3 ANTENNA COAX CABLE GND KIT TOP tic MIDDLE OF' TOWER AS RECUIRED ISM 'Il[lJ_ nqs- S~..... Sl:oN~ SIJ!IiIIlOA... 'ElIA5E O"'E 8/00/112 8109/01 8/2'/02 ~ l PER UTlUTY COMPANY r REQUIREMENTS ~, [EI , I - SO: IIDl _ _. LUllS ~ Ul\l<.J _ _ 1= ElOSllNG "'OED j . rem , _ GROUNC' RING - - - ~I - ~ ~ U, <D' -' ---, 1E: lil BCW <I <[ lii~ ICE BRIDGE T~ 3::i UI <D, AWG BCW BO~Jr B~ ~l- IlMSIONS NO. IlIIolt &1 &! &1 4LL &1- _ 11'I: DAB 0BICUl 11'I: R'T MILL MOUNTAIN VA 154P SIt! ADOIU5S 4821 THACKERS LANE NORTH GARDEN, VA 22959 SAllUalllLER DIS1RICT AI.BEIIARLE COUNlY .><EEl 1ll\L ELECTRICAL DETAILS ~~o sm:_ lIIt_ SHD:T IUlIIER E-3 PLaT SCAlL AS NOTED POlO REQUIRDlENlS. ~ REFER 10 SPEonc SHELlDl DRAWINGS FOR LAYOUT 6: EQUIPWENT SHEDU16 METER , SCHEMA l1C DIAGRAM GROUNDING SYSTEMS E-3 NO SCAl~ -- - PREF'ABRICAlED ECUIPMENT SHELTER GPS UN IT BY OTHERS V-SOL MUL TlPURPOSE ADJUSTABLE CLAMP VALMONT 18185 (TYP,) NOlE 4 777777 NO;~__l___l HOlE 2 SLIDER BRACKET PO\~R!TELCO VAUAONT 181476 - 8ADWELD I I NOlE 3 TO BE DETERMINED ~ I I IN FIElD a I J I I FINISHED L__ ___.J ~ GRADE "\ -USE G1iC CONDUIT ABOVE GRADE (TYP.) -:] SIDEWALL f .. TO GROUND RING , POWER AND TELCO SERVICES. SCHEDULE 40 PVC CONOUITS GPS t.40UNT DETAIL (UNLESS OTHERWISE NOTED) sc..L.t, N.1.S. .tiQIES. 1. SEE DETAIL 2/E-4 FOR TRENCHING. .tiQIES. 2. POWER PEDESTAL PROVIDED tic INSTAlLED BY SHELTER MFR. 3. SHELTER SERVICE ENTRANCE CONDUIT, FIELD VERIFY LOCATION. 1. lWO G,P.S. ANlENNA WILL BE MOUNlED TO SHELTER ON 4. WALL MOUNTED, INDOOR, 200A!2P SERVICE DISCONNECTS sa, '0' OR EOUAL OPPOSING CORNERS (DIAGONAlLY ACROSS), 5. INTERIOR TELEPHONE BOARD BY SHELlER MANIJF AC1\JRER. 2. FIELD VERIF'Y C.P.S, ANTENNA LOCAll0N AND AVOID CONFUCTS. 3' UNDERGROUND ELECTRIC SERVICE SCHEt.4A l1C [-3 NO SCAli ATTACHMENT B NEXTEL Partners INC. f--WAU. OR PIPE MTG BRACKET /" AS REQUIRED ./t ,- , =-, /2- I~. POLY RACK ~ I I HALO LEAD" o o I 'I o o o ,.c. ... SI' ...... .... 'WIirIIIIID 25143 (_) __, 'AI __... TERRADON PfQJt:::- llIo. 211oW.lJ ALl tJMrItCS ,. WIm[).: wa.i'!JWJ.. COM'tMrI:t HERElN ARE TIiE ~'"" ~ ARCt-lrrt:-:- A/C)*"tlf'~OUIIL.I:AJEt,lI5DDR~ WJTHOUl l1-:E WRI7 - ~ AR:"fTIC' oool 000 BUS BAA INSULATOR HARGER WALL BRACKET SIMILAR FOR MGB. EGB. AND SECTOR GROUND BARS COPPER tlQlE;. ~ l. AU. PARTS REFERENCED MANUFAClURED BY HARGER. T&:8. ERICO, 00 EQUIVALENT. 2. TWO HOLE LUGS IoIANUFAClURED BY T&:B, P LA N V E W "CO INDUSTRY STANDARD HOLE PATTERN ~ >- .... v ~ ~ o o 9/16" (TYP.) 7/16" DIA 2 PLACES UNDISTURBED . TRACING TAPE CQhlPAClED BACKFILL (SUITABLE ON sm: IoIATERIAL) ELECTRICAL CONDUIT(S) VlHERE APPUCABLE * SEE DWG. E-2 SAND FILL PER UTIUTY CO, SPECIFlCA TIONS 'ElDS( ~r:: 1551.( 1/06/C' -..-.- '100/02 fI5i 5lJaYITl-". 15/21/02 SECOND S'J5WJi k. IlfI'ISIONS -III', DAB _III': RFT SIT( NAIll[ MILL MOUNTAIN IW:."-' VA 154P I SIlE ADllRrss 4921THACKERSLANE NORTH GARDEN. VA 22959 SAIIua IlLSl DIS1RICT ALBEIIARLE COUNTY sloIEET'1TTlE ELECTRICAL DETAILS - SHUT NUItABE~ - E-4 I _LO'l SCAlL - AS NOTED - 31 GATE FRAME . APPLY TWO COATS OF ZINC-RICH ~. - COLD GALVANIZING PAINT lI. TO EXOTHERMIC WELD \ CADWELD FLEXIBLE #2 \ . GROUND WIRE TO GATE ~ FRAME AND POST - FLAT BRAID TINNED COPPER FLEXIBLE JUMPER SiRAP ~ (BELDEN NO. 6662 OR EQUAL) ~ .DAIl 3" DIAMETER GALVANIZED STEEL GA TE POST CO, REQUIREMENTS LOCAL UTlUTY OPTIONAL HALO LEAD POLY RACK r NEXlEl. ~ I I - ~ j,t". ~ 0 0 0 0 0 0 0 - T'l'PE - C 112' HARGER BUS BAR COPPER . " 1/4"x4"x2 -0 OR EQUIVALENT. VERIFIED WITH TO BE * SEPARATION DIMENSION PROVIDE CONDUIT THRU WALL OF SHELlER ADJUST TO FIT METER & DISCONNECT ADJUST TO FIT M::TER & DISCONNECT TELCO BOX GRADE 200A 1-PHASE DISCONNECT (BREAKER TYPE) BOTH OR ALL METER RACK LEGS TO BE GROUNDED AWG SOLID BARE COPf>ER WIRE CONNECTED TO (2) 5/S"XS' GROUND RODS WITH MECHANICAL ONN ECTI ON 200 At.\" UNDERGROUN[J SERVICE METER BASE. 2"X9'9" STEEL f>OSTS W/ METAL CAP GALVANIZED UNI-SiRUT MOUNTSWlTH GALVANIZED "u" BOLTS CADWELD TO EXISTING GROUND RING EXf>OSED GROUNDS IN CONDUIT L.B RGS CONDUIT PROVIDE CONDUIT THRU WALL OF SHELlER ",j BOX CONDUIT N1>-O ....... "-Ld :;; a::~ ~ ~~ . U) I ;., 2"" CONDUIT LEADING UNDERGROUND FROM EXISTING TELCO SERVICE TO TELCO BOX ~l 2"" CONDUIT LEADING UNDERGROUND FROM TELCO BOX TO SHELTER. 4"" CONDUIT LEADING UNDERGROUND FROM 200 AMP DISCONNECT TO SHELTER. l J GRADE 4"" CONDUIT LEADING UNDERGROUND FROM LAST PO~ POLE TO METER GAN. FINISHED REAR VIEW FRONT VIEW ATTACHMENT B ~nersINc. - .~ .7,W.."'.... ::NClINE:ERING COftPORATtON '.0. ... 511 _.__211'''' C-l........' ... 75>-_ Ut~ PROJECT No. 2I644JJ i RevslONS NO. I ~rr I &, i &,1 I &1 i &1 I ,&' I I .-oil': DAB amIIIl .." RFT w_ MILL MOUNTAIN SlIt NIAIIDl VA 154P I SIlE ADOlIESli 4921 THACKERS LANE NORTH GARDEN, VA 22959 8AIIUEL IIU.ER DISTRICT ALBEMARLE COUNTY SHl:E:'T lI1U. ELECTRICAL SPECIRCATIONS - SHEt"T NUWBE'R - E-5 I PU)T SC\I..!C - AS NOTED - 32 CONDUIT SEALS: FOR CAST -IN-PlACE CONCREiE APPUCATlONS: ACCEPTABLE MANUfACTURERS: o-ZjGEDNEY TYPE "fSK;' THUNDERUNE CORP, .UNK SEAl. WITH . UNK SEAL WAIl. SL.EE.\IE.. FOR CORE: DRILLED AND PRE-CAST OPENING APPUCAl1ONS: ACCEPTABLE MANUFACTl1RER~: O-Z/GEONEY TYPE "CSI,U..;" THUNDERUNE CORP. "UNK SEAL: SWEEPS: AU.. SWEEPS FOR COMMUNICATION ECUl?IoIENT SHAll BE IlINllllAA 24" RADRJS. H, CONDUCTORS - 600 VOLT AND BELOW A. GENERA!..: SINGLE -coNDUCTOR, 98% CONDUCiMTY, ANNEALED. UNC~TED COPPER CONDUCTORS WITH 6OO-VOLT RATED TYPE 'iHHN/TH'IIN. INSULATION. B, CONNECTORS: NYLON SHELL INSUlATED IlETJJ..UC SCREW-QN CONNECTORS FOR '14-10 AWG, AND BOLTED PRESSURE OR COt.lPRESSlON TYPE LUGS AND CONNECTORS 9IrlH INSlAATING COYERS FOR 18 AWG AND 1.NlGER, HANGERS AND SUPPORTS A. GENERA!..: AU.. HANGERS, SUPPOImi, FASTENERS AND HARDWARE SHAll BE ZINC-COATED OR OF EQUIVALENT CORROSION RESISTANCE BY lREATllENT OR INHERENT PROPERTY, AND SHALl BE IlANUFACTURED PRODUCTS DESIGNED FOR THE APPUCATlON. PRODUClS FOR OllTDOOR USE SHALl. BE HOT DIP GAlVANIZED. B. TYPES: HANGERS. STRAPS, RISER SUPPORTS, CLAMPS, U-CK'.NNEl. THREADED RODS, ETC. ~ INDICATED OR REQUIRED. ELECTRICAl.. IDEHTlFlCAllON A. NAIolEPLATES: THREE -LAYER lAMINATED PLASTIC WITH MINIIlUt.l 3/16. HIGH WHrIT ENGRAVED CHARACTERS ON Bl.ACI< SlClCGROUNC, AND PUNCHED FOR MECHANICAL FASTENING, FASTENERS: SELF-TAPPING STAlNLESS-STEB. SCREWS OR NUMBER 10-32 STAINLESS STEEl IlACHIN~ SCREWS WITH NUTS AND FlAT AND LOCK WASHERS, B. UNDERGROUND WARNING TAPE: SIX-INCH WIDE POlYETHYLENE TAPE. PERMANENTLY BRIGHT COLORED WITH CONTlNUOUS-PRtNTED LEGEND INDICATING GENERAL. TYPE OF UNDERGROUND UNE BElOW AND .CAl1ll0N: COlORS ~ FOLLOWS: 1, RED - ELECTRIC 2. OlWlGE - COMIlUNICATlONS C, MAR1<ING PENS: PERw.NENT, WATERPROOF. QUICK OR'I1NG BlACK INK. ACCEPTABLE MANUFACTURERS: SANFORD FINE POINT .SHARPIE.. OR EQUAL 0, WIRE TAGS: VINYL OR VINYl-CLOTH SElF-ADHESIVE WRAPAROUND TYPE INDICATING APPROPRIATE CIRCUIT NUIlBER, ETC. SAFETY SWITCHES A. PAD CONCRETE INTO OR 2.4 2.S COORDINATION A. WRITTEN REQUESTS FOR APPROVAL FOR PlANNED SHUTDOWNS OR INTERRUP'TlONS Of OWNER'S EXiSTING SYSTEl.tS AND EQUIPMENT SHAll BE IoWlE 72 HOURS PRIOR TO START Of REQUESTED SHUTDOWN PERIODS. B. THE CONTRACTOR SHAll VERIFY All. MANUFACTURER'S CATALOG NUIlBERS WITH THE MANUFACTURER FOR CURRENT CONFIGURATIONS AND FUNCTIONS. C. BEFORE SELECTING MATERIAL NID EQUlPllENT TO BE INSTAI.L.ED CHECK NEEDED SPACE FOR ~ENT' ct..rARANCES AND INTERCONNECTIONS, TO INSURE SUlTABtUTY, 0, CONTRACTOR TO COORDINATE ROTATION OF AU. MOTORS WITH DMSION IS, E. THE COtiTRACTOR SHALl VERIFY AND BE RESPONSIBLE FOR All. CEIUNG TYPE CONST- RuCTON FOR LJGHT FIXTURE. EQUIPMENT AND RACEWAY MOUHTlNG. SUBMITTAlS A. SHOP DRAWINGS FOR All. SPECIFIED EQUIPMENT SHALL BE SUBllrTTED FOR APPROVAL IN QLWmTlES DESIGNATED BY THE ENGINEER, BUT IN AU.. CASES NO LESS 1W.N (4) COPIES. NO EQUIPIlENT SHAll BE RElEASED BY THE MANUF'ACTURER BEFORE THE CONTRACTOR HAS RECEIVED A SHOP DRAWING APPRO'.'ED BY THE ENGINEER. .6 GENERAL NOTES: PART 1 - GENERAl. 1. 1 COMPLETE S'I'S1UIS A. GENERAL: FURNISH AND INSTAU.. All. MATERIALS ~ REQUIRED FOR COIlPLETE SYSTEMS. INCWDING AU.. PARTS OBVIOUSLY OR RFASONABLY INCIDENTAL TO A COMPLETE INSTAUAl1ON, WHETHER SPECIFICALLY INDICATED OR NOT. AU.. SYSTEMS SHAll BE COIlPLETaY ASSEMBLED. TESTED. ADJUSTED AND DEIoloNSlRATED TO BE READY FOR OPERATION PRIOR TO OWNER'S ACCEPTANCE. DRAWINGS. PlANS AND DETAILS ARE DIAGRAMMATIC AND DO NOT SHOW All. 1NTtJ<- FERENCES AND CONDmONS VISIBLE AND/OR HIDDEN THAT IlAY EXIST, THE CONTRACTOR toIUST VISIT THE JOB SITE TO BECOIlE FAMILIAR WITH CONDmONS AND ASSUIlE RESPONSIBILITY FOR CONDmONS THEREOF, BEFORE BIDDING AND DURING THE CONDUCT OF THE WORK, ,7 2.6 PROVIDE SHOP DRAWING FOR THE FOLLOWING: A. PANEl.SClARD 8, UGHT FlXlURES C. ELECTRICAL DEVICES AND EQUIPMENT WHERE AN rm.t IS NOT SPECIFIED, PROVIDE AN NmCLE OF FIRST CLASS QUAUTY CONFORMING TO INTENDED REQUIREMENTS, ~ APPROVED BY THE ENGINEER. INSTAll. SYSTEMS, IlATERIALS AND EQUIPMENT TO CONFORM WITH APPROVED SUBIlITTAL DATA, INClUDING COORDINATION DRAWINGS. CONFORM TO ARRANGEMENTS INDICATED BY THE CONTRACT DOCUMENTS, RECOGNIZING THAT PORTIONS OF THE WORK ARE SHOWN ONLY IN DlAGRAMWATIC FORM. WHERE COORDINATION REQUIREMENTS CONFUCT WITH INDMDUAL SYSTEM REQUIREIlENTS, REFER CONFUCT TO EIoIGlNEER. B, CODES AND REGULATIONS A. GENERA!..: COt.tPl Y WITH THE NAl10NAL ELECTRICAL CODE (NEC) AND AU.. GO'vtRNING FEDERAL STATE. AND LOCAL LAWS. ORDINANCES, CODES, ROLES, AND REGULAl10NS, WHERE THE CONTRACT DOCUMENTS EXCEED THESE REQUIREMENTS, THE CONTRACT DOCUMENTS SHAll GOVERN. IN NO CASE SHAll WORK BE ~STAI.L.ED CONTRARY TO OR BELOW MINIMUIl LEGAl STANDARDS. B. UllUllES: COMPLY WITH AU.. APPUCABLE RULES, RESTRICTIONS, AND REQUIREMENTS OF THE l1llLITY COMPANIES SERVING THE PROJECT SITE/FAClUllES. C. NON-COMPLIANCE: SHOULD N(f WORK BE PERFORMED WHICH IS FOUND NOT TO COMPLY WITH N(f OF THE ABCNE CODES AND REGULATIONS, PRCMDE All. WORK AND PAY All. COSTS NECESSARY TO CORRECT THE DEFICIENCIES.. D. THE CONTRACTOR SHAll OBTAIN All. REQUIRED PERMITS AND ARRANGE FOR All. REQUIRED INSPECTIONS IN ACCORDANCE WITH STATE AND LOCAl.. GOVERNING AUTHORmES, QUAlITY ASSURANCE A. B, .2 INCIDENTAL WORK: PAINTlNG, PATCHING, WELDING, CARPENTRY, MECHANICAL WORK AND THE UKE WORK SHAll BE PERFORhlED BY CRAF'TSMAN SKILLED IN THE APPROPRIATE TRADE. ,3 GENERA!..: HEAVY DUTY HORSEPOWER RAlUl, FULLY ENCLOSED, FUSl8LE (WITH REJECTION FUSE CUPS~ OR NON-FUSED AS INDICATED, QUICK-IlAKE. QUICK BREAK SWITCHING IlECHANISIl INTERLOCKED WITH OJYER, AND N~ 1 ENCl..OSURE FOR DRY LOCATIONS, AND NEMA-3R ENClOSURE FOR OUTDOOR LOCATIONS, UI'U:SS INDICATED OTHERWISE. SWITCHES TO BE LABELED ~ "SlKTABLE FOR USE />S SERVICE ENTRANCE EQUIPMENT: WHERE RE~"JIRED, RATlNGS: VOLTAGE. PHASES, AIlPERAGES AND FUSING ~ ~OICATED. IN THE FUSED CONFIGURAllON. SWITCHES SHALl. HAVE AN INTtRRUP11NG CN>ACfTY OF AT LEAST 100.000 AMPS SYl.4METRICAL AT SIX HUNDRED (6oo) VOLTS WHEN USED WITH CLASS RK-S l1ME DElAY CURRENT UMITING FUSES. AND 200,000 AMPERES SYl.4METR1CAL AT 600 VOLTS WHEN USED WIlH CLASS RK-l CURRENT UMmNG FUSES, GUARDS: UNE SHE1..D GUARDS TO PREVENT CONTACT WITH lIVE PARTS. CONTACTS: SILVER AlJ..!1'(, SWITCH BlADES SHALL BE DE-ENERGIZED IN THE OPEN POSmON. WGS: SOlDERLESS TYPE. REJEC1lON FUSE CUPS: PROVIllE FOR FUSIBLE SWITCHES (JO-6OOA) TO PREY'ENT THE INSTAUATION OF CLASS H AND CLASS K NON-cuRREIlT -uMmNt FUSES. ACCEPTABLE IWlUFACTURER: GENERAL ELECTRIC, SQUARE D. SIEIlANS. 2,7 GENERAL REQUIREMENTS: ALl MATERIALS AND mUIPIlENT SHAI..l BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, AND TO THE EXTENT POSSIBLE. STANDNID PRODUCTS OF THE VARIOUS MANUFACTURERS, EX'~EPT WHERE SPECIAL CONSTRUC'TlON OR PERFORMANCE FfATURES ARE CALLED FOR. All. IlATERw..5 AND EQUIPMENT TO BE NEW, CLEAN, UNOAW.GED, AND FREE OF OEFECTS AND CORROSION, COMMON rm.tS: WHERE MORE THAN ONE OF ANf SPECIFIC rmI IS REQUIRED. All. SHAll 8E OF THE SAME TYPE AND MANUFACTURER, UL USTlNG: AU.. ElECTRICAL IlATERIALS AND EQlllPMENT SHALl BE UNDERWRITER'S LABORATORIES rULl USTED AND lABELED, WHERE UL STANDARDS AND USTlNGS EXIST FOR suck MATERIALS OR EQUIPMENT, PART 2 - PRODUCTS 2,1 GENERAL. A. WARRANTIES: 1. GENERA!..: CONTRACTOR SHAll PROVIDE WARRANTIES FOR ALl WORK ~ STATED IN THE CONTRACT. 2, ROOf WARRANTIES: All. WORK AFFECTING THE INTEGRITY OF THE ROOF' SI-IAll BE COMPLETED IN AC~CE WITH THE ROOF MANUFACTURER'S INSTRUCTIONS SO AS TO IoIAINTAlN THE INTEGRITY AND AU.. WARRANTIES OF THE ROOF. CONTRACTOR IS RESPONSIBLE TO IDENT1FY PRE-EXISTING ROOF INTEGRITY PR08L.E101S PRIOR TO THE START OF WORK. B. 8. C. SUPPLY TWO (2) COPIES OF THE WARRANTIES COUNTERSIGNED AND GlWWmED BY THE CONTRACTOR STATING THAT I!.lPERFECT SYSTEM OPERATION AND ALl DEFECTS IN lABOR AND MATERIALS OF WORK WILL BE REPAIRED WITHOUT COST TO THE OWNER FOR A PERIOD OF ONE YEN! FROM THE OI.TE OF SUBSTANTlAL COMPLETION, AND STATING THAT AU.. EQUIPMENT HAS BEEN FULLY SERVICED AND LEFT IN PROPER OPER- ATING CONDmON. ALSO GUARANTEE THAT N(f ADDlTlONAl SERVICING REQUIRED WILL BE PROVIDED WITHOUT COST DURING THE GUARANTEE PERIOD. C, B. C. SOIL IlATERIALS A. ~FlLL AND FILL IlATERIALS: IlATERIALS COMPLYING WITH AS110l 02...,7 SOIL CLASSIFICATION GROUPS CW, GP, GM, SIl, SW, f.oND SP, FREE OF CLAY, ROCK, OR GRAVEL lAAGER THAN 2 INCHES IN mY DIMENSION. DEBRIS, WASTE. FROZEN MATe:R1ALS, VEGETABlE, AND OTHER DELETERIOU:!, WAITER, 2,2 0, E. F, G. H, RACEWAY SYSTEIlS A. RACf!iiAY SIZING: ~ REQUIRED BY THE NEC (MINIMUM) WITH OVERSIZED RACEWAYS ~ INDICATED AND WHERE REQUIRED FOR FASt OF PUWNG CABLE. IlINIIlUM CONDUIT SIZE: 1/2-INCH, UNLESS INDICATED (oTHERWISE. B. RACEWAY TYPES: RIGID GAlVANIZED Sl!EL CONIlUIT, ELECTRlCAl. METALUC TUBING (M). FlEXIBLE STEEl. CONDUIT, UQUID'-T1GHT FlEXIBLE STEEl CONDUIT AND SCflEDlA! 40 HEAV'r'WAU.. AND SCHEDULE 80 EXTRA-HEAVYWAI.L RIGID NON-wETAWC (PVC) CONDUIT. CONFORMING TO APPLICABLE ANSI, NEMA AND UL STANDARDS. C. FTTTlNGS: 1U RACEWAY FTTTlNGS (EXCEPT FOR RJGI) NQN-IlETAlUC CONOUrn TO BE STEEl. OR IlAI.LEABL.E IRON, AND UL -USI'ED FOR THE INTENDED APPUtAT1ON. EMf FTTTlNGS TO BE COMPRESSION TYPE. D. OUTtET BOXES (CONCEALED .. WAU.S~, NON-GANGABlI, GAlVANIZED STEEl. WITH SOUARE CORHERED TILE (OR lYPE EXTENSION RINGS OR COVER, IoIlNlIoMl SIZE: TWO-GANG IlASONR'\' BOX 4. SQUARE BOX WITH SINGLE-GANG EXTENSION RING. IIlNIIlUW DEPfH: 1-1/2". MINI!.lUIl CAPACfTY: 21 CUBIC INCHES. E. 0UTl.ET BOXES (SURFACE IlQUNTED): CADMIUM PlATED CAST OR IoWlfABLE IRON. F. PULL AND JUNCTlON BOXES. AND W1REWAYS: USE ~ INDICATED AND REQUIRED. JUNC'TlON AND PULL BOXES FOR GENERAl INDOOR USE (llR'I' LOCAllONS) TO BE OF GALVANIZED CODE GAUGE STm. CONSTRUC'T'ON, IlINIIlJM 4" SQUAR(' BY 1-1/2" DEEP, WITH SCREW-ON COVERS, WlREWAYS TO BE UL USTED, SHEET STm. CONSlRucT1ON WITH SCREW-ON COVERS, FOR EXTERIOR AND DAMP OR WET INDOOR LOCATIONS, USE BOXES AND W\REWAYS APPROVI-J) FOR SUCH USE. G. PIPE SLEEVES: RIGID STm. CONDUIT OR IRON PIPE. 2.3 ,4 INSPECTlONS A. GENERAL.: DURING AND UPON COMPlETION OF THE WORK, ARRANGE AND PAY All. ASSOCIATED COSTS FOR INSPECTlONS OF All. ELECTRICAL WORK INSTALLED UNDER THIS COmRACT, IN ACCORDANCE WITH THE CONDmONS OF THE CONTRACT, B, INSPECTIONS REQUIRED: ~ PER THE LAWS AND REGULATIONS OF THE LOCAl. AND/OR STATE AGENCIES HAVING JURISDIC'TlON AT THE PROJECT SITE, C. INSPEC'TlON AGENCY: APPROVED BY THE LOCAl. AND/OR STATe: AGENCIES HAVING JURISDlC'TlOH AT THE PROJECT SITE. D. CERTIFICATES: SUBt.lIT ALl REQUIRED INSPECTlON CER'TlFlCATES. .S DEFlNmONS A. THE TERM "INDICATED" SHALl MtAN "~ SHOWN ON THE CONTRACT DOCUMENTS, SPECIFICATIONS, DRAWINGS AND RELATED ATTACHIlENT(S)", B. THE TERM "PROVIDE" SHAll IltAN "TO FURNISH. INSTAll. AND CONNECT COMPLETElY, AND MAKE OPERABLE". c. THE TERM "RDl0VE" SHALL IIE'AN "TO DISCONNECT, REMCM: AND LEGAU.Y DISPOSE OF BACK TO THE lAST ACT1VE DEVICE, IN ACCORDANCE WITH I..OCAl., STATE AND FEDERAl REGULATIONS.. THE DEFlNmON OF EL.EC'lRICAL TERllS USED SHALL BE />S DEFINED IN THE 1996 EDmON OF THE NliTlOHAL ELECTRICAL CODE (NEC). THE TERM SIZE SHAll MtAN ONE OR WORE OF THE FOl.1.OWING: "LENGTH, CURRENT AND VOLTAGE RAl1NG, NUMBER OF POLES, NEW. SIZE AND OTHER SlllllAA EL.EC'lRICAL CHARACTERISTICS" THE TERM "SPACE" ON PANEI..BOARD SCHEDULES SHAll MtAN "PROVIDE SPACE TO INSTAll. THE NUIlBER OF POLES AND f'RAIjE SIZE OF THE PROTECTIVE DEVICE INDICATED WITH AU.. THE NECESSARY BUS AND FTTTlNGS TO INSTAll. THE DEVICE AT SOME MURE DATE.. D. E, F, SIT[ ADOOI[S$ 4921 THACKERS LANE NORTH GARDEN, VA 22959 SAIIJEL aLB DISTRICT ALBEIIARLE COUNtY Sl<mmu srn: IIM[R VA154P MILL MOUNTAIN ATTACHMENT B ~L partnerSINC. 33 CORPORATION ..0. ... all ....... Welt nww. 251.u (....) 7U-Ct' 'AX JS5-2&S1 ELECTRICAL SPECIFICATIONS ISSlJ[ - "'" su;wr:D< - """""~ ;).I.E R:- P\.OT SCAlt; AS NOTED '[WlI:)NS 1<<), i Olrr ~ &1 ft.! &i ~ ...- rr, CImcED rr: srn:_ SH[[T NUWI!IfR E-6 3.5 LAYOUT A. GENERAL: INSTALL ELEClRICAL SYSTElIS. lIATERIAlS AND EQUIPMENT LEVEl AND PLUMB, AND PARA1..lEL AND PERPENDICUlAR TO OTHER BUILDING SYS'TEl.tS AND COYPONENTS. WHERE INSTALlED EXPOSED, B. SERVlCEABlUTY: INSTALL ELECTRICAl EQUIPlIENT AND RACEWAYS. ETC. TO READILY FACILrrAlE SER'IlCING. t.WNT'ENANCE AND REPAIR OR REPlACEMENT OF COIIPONENTS, f1K) SO I<S TO 1I1NIMlZE INtERFERENCE WITH OTHER EDUIPIolENT ANO INSTAllATIONS, MOUNTlNG HEIGHTS A. GENERAL: INDICATED HEIGHTS ARE IolEASURED F'ROIol THE CENTER OF THE DEVICE ounn BOX TO FINISHED FLOOR O~ GRADE. UNLESS INDICATED OTHERWISE. REQUEST INSTRUCTIONS FOR IolOUNTING HEIGHTS NOT INDICATED, B. THE IIEASUREMENT FROt.( ABOVE FINISHED FLOOR SHALl. BE TAKEN FROW THE FINISHED FLOOR SURFACE 10 THE CENTER OF THE WAl.L RECEPTACl.fS AND SWITCH BOXES. TO THE CENTER UNE OF WALL UGtffiNG OUTUJ BOm, 10 THE TOP OF WALL MCUlTED EQUIPMENT ENCLDSURES, TO THE CENTER UNE OF lOP Iolosr SWITCH HANDLE OR 10 THE LOWEST SURFACE OF CElJNG UGHTING FIXTURES AND OTHER CElUNG MOUNTED EQUIPMENT. C. UNLESS OTHERWISE INDlCA1ED. WALL SWITCH BOXES SHAll. SE 48" A.F.r. D. UNLESS OTHERWISE INDlCA1ED. RECE?TACLE BOXES SHAll. BE 48" A.F.F. HOLES. SLEEVES. AND OPENINGS A. GENERAl..: PRO'v'IDE ALL HOlES. SLEEVES. AND OPENINGS REQUIRED FOR THE COIolI'lET1ON OF THE WORK AND RESTORE Al.L SURFACES DAllAGED. 10 W.TCH SURROUNDING SURFACES, lIAINTAlN IN'TtGRITY OF Al.L FIRE AND SWOKE RATED BARRIERS USING APPROVED FIRESTOPPlNG SYSmIS, WHEN CUTTING HOLES OR OPENINGS. OR tlSTAWNG SIHVES, 00 NOT CUT, DAWoGE OR DISTURB STRUClURAl EL.EIolENTS OR REINFORCING S1EEl.. UNLESS APPRCMD, IN ~G, BY THE PROJECT STRUCllJRAl ENGIN EER. ELECTRICAl. INSTALlATION - GENERAL. A. UNFNSHED AND FINISHED ARrAS: FOR THE PURPOSES OF THESE ELEClRICAL SPECIFICATIONS. "UNFINISHED" AREAS SHAll. INCLUDE IolECHANICAl.. ELECTRICAl AND m.EPHONE EQUIPMENT ROOIolS. ALL OTHER AREAS SHAll. SE CONSIDERED "FINISHED" SPACES, UNLESS INDICA1ED OR APPRO'JED OTHERWISE. B. IN UNFINISHED ARrAS: RACEWAYS, EQUIPMENT' AND DEVICES lIAY BE INSTA1.l.ED CONCEALED OR EXPOSED. UNLESS INDICATED OTHERWISE. C. IN FINISHED AREAS: CONCrAL ALL RACEWAY AND FlUSH lIOUNT Al.l. El..ECTRICAL BO~ EQUIPMENT, AND DEVICES UNLESS INDICATED OR APPROVED OTHERWISE. THE :M'ACE ABOVE SUSPENDED CE1lJNGS OR BEHIND FURRED SPACES IS CONSIDERED Ol1lSlDE FINISHED ARE'AS AND EJ..ECTRJCAI.. 1olA1ERIAL.S INSTAl.l.ED WITHIN THESE AAEAS ARE CONSIDERED CONCE'.'UD, D. IolINIIIUI.l MOUNTING HEIGHT: INSTAl.L EXPOSED RN;EWAY AND ALL OTHER ELECTR1CAI.. EQUIPMENT (E.G.. UGHTING FIXTURES) WITH NOT LESS THAN 7'-6" CLEAR 10 FINISHED FLOOR, UNLEss INDICATED OR APPR(MO OTHERWISE. AND EXCLUDING RJcr.WAY AND EQUIPlIENT' 1ol0UNlED ON WAU.S. E. DIMENSIONS AND Cl..EARANCES: FIElD IIEASURE Al.l. DlMENSKlNS AND CLEARANCES AFfECTING THE INSTALlATION OF ELEClRICAl. WORK, IN RELATION TO ESTABUSHED DATUII. BUILDING OPENINGS AND ct..rARANCES, 1KJ WORK OF OTHER TRADES. M; CONSTRUC11ON PROGRESSES. r. ROUGH-IN LOCATIONS: VERIFY FINAL LOCATIONS FOR ROUGH-INS WITH FIElD MEASUREMENTS AND REQUIREMENTS OF ACl\JAI.. EQUIPlIENT BEING INSTALLED. 3,6 3.7 3.4 2. 15 DRY TYPE TRANSFORIolERS A. TRANSFORMER SHALL BE UL USTED AND LABELED. AND MEET Al.L APPUCABLE NEMA AND IEEE STANDARDS. B. ENCLOSURE: VENTILATED, ORIP-PROOF COD~ GAUGE SlID. HOUSING I'tITH BOLTED REMOVA- BLE ACCESS PANEl.S, PHOSPHA TlZED AND FINISHED I'tIlH CORROSION INHI8IlING UNDERCOAT AND AN9-61 GRAY BAKED ENAIIEt. 4 FT. 2-LAMP. FLUORESCENT SURFACE MOUNTED FIXTURES I'tITH VlRAP AROUND LENS. ACCEPTABlE IolANUFACllJRERS: UTHOIIIA OR APPROVED EQUAl.. ~ENEVER INDICATED PRO\I\IlE UGHlING FIXTURES WllH INlEGRAl. PRE'MRED BALLAS1S. ACCEPTABLE MANUFACTURERS: ADVANCE, MAGNElEK. 0SRAt.l SYLVANIA. 1ol0TOROLA. OlHER- 2,13 DEI,1CES: A. SWITCHES: 20 AMP. 120-277 VOLTS. A.C, ONLY, 10GGLE TYPE. SINGLE POLE. DOUBLE POLE. THREE-WAY OR FOUR-WAY AS INDICATED OR REQUIRED. B, RECEPTACLES: 20 AIIP, 125V, NOlA 5-2OR DUPLEX l't'PE, INDOOR IIOUNTED USE STAINLESS STEa COVER. OUTDOOR OR Yt8 LOCATION IolOUNTED USE DEVICE RATED FOR USE. PROI,1DE GFC TYPE WITH SOUD STAlE GROUND FAULT SENSING Ie 5 mA TRIP FOR OUlDOOR OR WET LOCATIONS, 2.14 UGHTlNG FIXTURES A. GENERAL: CORE ANO COIL: CONSTRUCTED OF CONTINUOUS COPPER OR ALUIolINUM WINDINGS AND HIGH GRADE NON-AGING, GRAIN ORIENTED SlUCON SlID. CORE LAlIlNAlIONS HAI,1NG MAGNETIC PERIolEABlU1IES ANO LOW HYSlERESlS AND EDDY CURRENT LOSSES, CORE AND COIL OF UNITS SHAl.l. BE COIlPL.Ela Y ISOLATED FROll THE ENCLOSURE USING VIBRATION ABSORBING MOUNTS AND SHAl.L HAVE FLEXIBLE GROUtlDlNG STRAP CONNECTED TO THE ENCLOSURE. CONNECTIONS TO PRIIolARY AND SECONDARY BUSHING SHAl.L BE MADE USING FULLY RATED FLEXIBlE STRAPS. INSULATION SYSlEM: t.lINllIUIl 22O'C 1E\lPERA TURE CLAss. 1EI.lPERAlURE RISE: WINDING 1EI.lPERA TUR,: RISE BY RESISTANCE UMITED 10 150'C. REFERENCED TO 4O"C AMBIENT TEMPERATURE. HOT SPOT 'TEMPERATURE SHALL NOT EXCEED 3O"C A8OI/E WINDING lEMPERA TURE RISE RA lING. CASE 1EIolPERA TURE SHAl.l. NOT EXCEED 35"C ABOVE 4O"C AMBIENT TEt.lPERATURE, F. TAPS: TWO 2.5~ FCAN AND FOUR 2.5~ FCIlN TAPS, REFERENCED 10 NAt.lEPLAlE VOLTAGE. SET lRAHSFORIlER TAPS FOR PROPER SECotlllARY VOLTAGE. G, NOISE LEVELS: LESS THAN ANSI STANDARDS, H, RAlINGS: KVA RATING, VOLTAGES, PHASES AND CONFlGURAllCl/ AS INDICATED, 1I1NlIolUM I"'PEDANCE: 4.5X I. ACCEPTABLE IolANUFACTURERS: GENERAL ELECTRIC; SQUARE 0; WESTINGHOUSE. 3 - EXECl1TlON TEMPORARY POWER AND UGHllNG A. PROVIDE IDAPORARY ELECTRIC POWER AND llGH1ING DURING CONSTRUC1ION. GENERAL A. INSTALLATION REQUIREMENTS: Al.l. MATERlAI..S AND EQUIPMENT SHALL BE INSTALLED I<S RECOt.(IolENDED BY THE RESPECTM IolANUfACTURERS, BY IolECHANlCS EXPERIENCED NIl SKIU.ED IN THEIR PARTICUlAR TRADE. IN A NrAT AND WORKIAANI..IKE MANNER. IN ACCORDANCE WITH M STANDARDS OF THE lRADE. AND SO I<S NOT TO VOID ~ WARIWm' OR UL USTING. COORDINATION A. CtL'SES. SLOTS. AND OPENINGS: ARRANGE FOR CHASES. SLOl'S, AND OPENINGS DURING THE PROGRESS OF CONSTRUCTION, I<S REQUIRED 10 NJ.J1tI FOR tlSTALLATlON OF THE ElECTRICAl. WORK. B. SUPPORTS AND SLEEVES: CODRDlNAlE THE INSTALlATION OF REQUIRED SUPPORTING DEVICES AND SLEEVES 10 BE SET IN POUREtHN-PlACE CONCRETE AND OTHER STRUCTURAL COIolPONENTS, I<S THEY ARE CONSTRUCTED. C. OBSTACLES AND INTERFERENCES: WHEN INSI'Al..UNG EQUlPt.lENT AND RACEWAYS. PROVIDE OFfSETS. FTTTINGS. ACCESSORIES AIm CHANGES IN ELEVATION OR LOCATION M; NECESSARY TO AVOID OBSTACLES AND INTERFtRENCES. PER ACl\JAI.. FIELD INDICA lED DISTORTION, EXAMINATION A. CONDITIONS VERIFICATION: EXAMlNE 1HE IIIVIS AND CONOO1ONS LtlDER WHlCH THE WORK IS TO BE PERFORIolED. AND IOEN1IFY NlY CONlllTIONS DElllII.lENTAL TO THE PROPER 1KJ ,..a Y COMPI..ETION or THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONlllTIONS HAVE BEEN CORRECTED. 2. 1 2 SURGE SUPPRESSION A. GENERAl.: PRO'v'IOE A I.lOOEL 1352-24-L.RP I<S lIANUFAClURED BY AlAN SCIENTIFIC CORPORATION. FLUORESCENT LAMPS; TB. ENERGY SAVING, RAPID START. 3500K, UNLESS WISE. ACCEPTABLE t.!ANUFACllJRERS: GE OR 0SRAt.l SYlVANIA, FLUORESCENT BAllASTS: ELECTRONIC, LESS THAN lOX TOTAL HARMONIC 1. 2. C. D. E. B, C, PART 3.0 3.3 3.2 3. SYS1'EW DESCRIPTION: GROUNDING NElWORK SYS'TEl.t SHALL ESTABLISH A EARTH- RESISTANCE TO THE REFERENCE GROUND POINT NOT TO EXCEED 5 OHt.lS, CONSISTING OF BONDING OF STRUCTURE AND OTHER IolETAl. OBJECTS: GROUNDING ELECTRODES; AND INTERCONNECTING CONDUCTORS. WELDS: HEAVY DlJ1Y EXOTHERWIC WElDS I<S lIANUFACTURED BY CADWELD. WElDS SHAll. BE PRCJTECTm FROM CORROSION I<S lIANUFACTURED BY ZRC CHEMICAl. PRODUCTS CD. CHOlICAl. GROUND RODS: LYNCOLE - X1T, LENGTH AND mE I<S INDlCAlED. CONNEC'TlONS: AU. CONNEClJONS SHAll. USE EXOTHERMIC PROCESS, E. INTERIORS AND BUSSING: 1, PANas 10 BE DESIGNED SO THAT REMOYAl OF /IN'( BRANCH ClRCurr DEVICE DOES NOT DISTURB AWACENT DEVICES. 2, BUSSING: COPPER ONLY. BUSSING TO BE ARRANGED FOR ALTERNATING PHASE CONNECTION OF BRANCH DEVICES. Al.l. SPACES EOUIPPED 10 RECEIVE BRANCH CIRCUIT DEVICES. PHASE BUS AMPACtTY I<S INDICATED WITH NEUTRAl. SUSSlNG HAYING AMPACIlY EQUAL 10 PHASE BUS AMPACIlY, 3. EQUIPIIENT GROUND BUS: COPPER ONLY. FOR BRANCH CIRCUIT PANElBOARDS PROVIDE TERlolINAl.S FOR AT LEAST (20) 114 - IS CONDUCTORS AND A LUG FOR THE FELDER EQUIPMENT GROUNDING CONDUCTOR. FOR DISTRIBUlJON PANas PRO'v'IDE TERIolINAlS FOR ALL GROUNDING CONDUCTORS PRESENT. PlUS 25~ SPARES. F, SHORT CIRCUIT RATINGS: M; INDICATED (1olINllotUIO. rACH PANElBOARD SHALL SHALl. BE I.Ji!El.EO WITH THE REQUIRED SHORT CiI'lcUIT RATING. TAKING INTO ACCOUNT THE BUS BRAaNG AND OYERCURRENT PR01ECTlVE DEVICE INtER- RUPTING RATINGS. ALL DE.VICES SHALL BE FULLY RATED. LOWER RATED CNER- CURRENT PROlEC'M DEVICES BASED ON SERIES RATING WITH UPSTREAt.l DEVICES WILL NOT BE ACCEPTABLE. 2. 10 CIRCUIT BREAKERS A. GENERAl.: 1ol0LDED CASE WITH THERIolAl. AND IolAGNETlC TRIPS UNLESS INDICATED OTHERWISE. IIINIMUM 14,000 AMPS INTERRUPTING CAPACIlY, HIGHER RATINGS I<S INDICATED OR REQUIRED BY AVAILABLE FAULT CURRENT. 2. FUSES A. UL a.ASS RK-l, 250 VOLT OR 600 VOlT I<S REOUlRED FOR SYSIDA VOLTAGE, DUAL EL.EIolOO. TIME DELAY. CURRENT UI.IlTlNG, 200.000 A1C. AMPERE RATINGS I<S INDICATED, B, ACCEPTABLE IolANUFACTURERS: BUSS\WlN "FUSETRON"; OR EQUAL BY GOULD SHAWW\1T. GROUND ROD. WITH SCREW SHOWN ON PANEl.S TO BE DESIGNED SO THAT REMOVAL OF /IN'( BRANCH CIRCUIT DEVICE OOES NOT DISTURB ADJACENT' DEVICES. BUSSING: COPPER ONLY. BUSSING 10 BE ARRANGED FOR AL lERNATlNG PHASE CONNECTlON OF BRANCH DEVICES. ALL SPACES EQUIPPED TO RECEIVE BRANCH CIRCUIT DEVICES. PHASE BUS AMPACIlY I<S INDlCAlED WITH NMRAL BUSSING HAYING AIoIPACITY EQUAL TO PHASE BUS AMPACITY. 6. 7, PANELBOARDS A. GENERAL: PANElBOARD RATING. WIINS. 1ol0UNTlNG, AND COMPL.EIolENT' OF BREAKERS TO BE INDICATED ON THE PANELBOARO SCHEDULE. B, CONSTRUCTION: CODE GAUGE GALVANIZED S1EEl, WITH ItffiJRNED FlANGES ON Al.l. SIDES OF FRONT. MINIMUl/ 20 INCHES WIDE. CONDUCTORS. ClAMPS AND CONNECTORS, ETC I<S FRONT COVERS: DEAD FRONT. SHEET SlEEl., WITH RUST INHIBITIVE PRIIolER AND BAKED UGHT GREY ENAMEL INSIDE AND OUT FOR SURFACE MOUNTED PANEtBOARDS. DOORS OVER PRO'TEC'llVE DEVICES WITH IINGES CONCEALED AND WEI.DED TO THE BACK OF THE DOOR AND COVER WITH DOOR STOPS ON THE OTHER THREE SIDES, TYPE WITH LOCK. COPPER CLAD X 12" LONG SCHEDULE 80 PVC PIPE '2 OR '4/0 SOUD TINNED BARE I<S HEAVY DUlY ClAMPS I<S lIANUFACTURED BY CONDUCTORS: COPPER THE DRAWINGS. GROUND WIRE ClAMPS: BURNOY, ( CONT. GENERAL NOTES 2.8 GROUNDING A. GENERAL: GROUND RODS. REQUIRED, LATCHES: IIETAllJC. FLUSH INTERIORS AND BUSSING: 1. lIAITRIAI.: 1. GROUt.... 2. 3. 5, 4. 2. B. C. C. 0, E. 2.9 ATTACHMENT 8 ~EXTEL , artners INC. '.0. _II. ..... _ _ 2St~ CJOO) ~I rAll l5S-.... 'ERR.AOON PROrJECi"o.. 2H44.33 U. DMWIIiS ANt ~ IMJDML aJN"'..wtEt IEREIN AR( 1HE JlIR::JPQ1Y 0> ARCHrTEC:1 NO aM'( lIlT' II( DlA..CAJ[C USE> 01 D1StLDSrn tmfOUT Th~ or ARCriJTtC'" " . ~'. ' 'T' . .~i:.>~.J.,.~ If 0 , S> . I 1/01/02 1/01102 rJIS'" 5U!NInAL 1/21/02 SECIlNO 9.J3W:u.. IIE\IISlDMS IllTt _8'1', :lA: CHEDCEI) ." Rr. !lIlENAllE MILL MOUNTAIN SI1ENLIlID VA 154P ISlTEAIlOMSS 4921 THACKERS LANE NORTH GARDEN, VA 22959 SAIIUEL aLER DISTRICT ALBEIIARLE COUNTY SH(tT 111U ELECTRICAL SPEClFICA TlONS - I SHfI1 NlAI8E1I: - E.7 I P\DT SCAU. - AS NOTED - 3" .i~ 3.16 GROUNDING S'/S'IDot A. GENERAl..: INSTALL WiTERIALS AND EQUIPIIENT I<S INDICATED AND IN ACCORDANCE WITH EQUIPMENT IolANUFACTURER'S INSTRUC110NS. B. lESTJIG: 1. SlJB..ECT 1HE alMPLETE GROUNDING S'/S1EW 10 A IIEGGER lEST AT 1HE SER\'lCE DISCONNECT ENa.osuRE, MASlER GROUND JHD EXTERIOR GROUND BAR 1ERIoI1NALS. IlEA9JRE GROUNDING RESISTANCE WITHOUT THE SOIl. IlElNG MOISTENED OR OTHER ARTIFICIAL MEANS or REDUCNG NA lURAl GROUND RESIST ANtE. PERFORII 1ESTS BY lIE 3-f>OINT IIETHOD IN ACCORDANCE WITH SECTION 9.03 or m 81, "GUIDE or IlEA9JRlNG EARTH RESSlIVI'TY, GROUND U'EDANCE AND EARTH SURFACE POlENTlALS OF A GROUNDING sYS1EIl'. 2. PROVllE ENGINEER WITH CERTIF1ED TEST RESUl..TS NI) REPORT. A REPRESENTATIVE FROW 0VHll IIUST BE PRESENT DURING lESlJIIG. 3. GROlnlD RESISTANCE MAXllltAl VALUES SHALL BE 5 OHIIS. PROVIDE PUU BOXES IN CONDUIT RUNS I<S REQUIRED, THERE SHALl. BE NO 1I0RE THAN lIlREE (3) 90 DEGREE BENDS OR EOUIYALOO BENDS BElWEEN lWO (2) PULL BOXES. CONDUIT SEALS: "STALL CONDOO StAl FOR EACH COtIDlIT PENETRATING AN EXTERIOR BUILDING WALl. BELOW GRADE (UNLESS PENETRATION IS BaDW LOWEST BUII..DING FlOOR Sl.A8), AND ELSEWHERE I<S INDICA lEO, ANO SO I<S. 10 ACHIEVE A SEALfI) WATERTIGHT INSTAllATION. EXPOSED CONDUITS IN EXPOSED MIVS INCUJDtNG TItOSE ALONG EXTERIOR WAU.S SIW..l. BE PAINTED 10 W.TCH AMISH or ADJACENT SURFACE. PAINT IN EXTERIOR Ml9S SHALL BE CORROSION AND WEATIER RESISTANT. INSTALL ACCESS PANELS OR DOORS WHERE EQUPlIENT NEEDING ACCESSIBLnY ARE CONCEAI.!D BEHIND FtlISH SURFACES. PROYIlE CI>f' 10 PREVENT EJITRY OF lIAlERlAI.S AND WOISTlRE ON ALL SPARE CONDUITS, D, E. F. G. H. 3.8 4. lIHERE GROUIIlING RESSTANCES EXCED SPECFIED VALUES, AND IF DIRECTED, lIODIFY lIlE GROUNDING S'/S1EW 10 REDUCE RESISTANCE VALUES. \lIHERE llEASUlES ARE DREC'TED lHAT EXCED THOSE INDICATED lIlE PROVISIONS OF THE CONlRACT, COVER- ING QlANCES YIlLl APPLY. THE ENGINEER'S DECISION WIl.l. BE FINAL INSTAUATlON: INSTALL I<S INDICATED ON lIlE DRAWINGS AND AS REQUlRID: 1, All WElDED CONNECTIONS SHAll BE HEAVY DUTY EXOTHERNIC 1YPE PROTECTED FROll CORROSION WITH AN APPROVED llETHOD. 2. All ClAlIP CONNECTIONS SHAll BE lWlE ACCESSlBU: FOR INSPECTION. 3. All UNDERGROUND CONNEt'T1ONS SHAll. BE WElD AND INSPECTED BY lIlE OWNERS REPRESENTATIVE PRIOR 10 IlACKFlWNG. 4. IF ROCK IS ENCOUIfTERED, GROUND ROD SHAll. BE INSr/il.ED IN A 2 INCH OIAlIETER DRILLED HOlES 10 lIlE REQUIRED DEPTH AND BACKFILLED WITH APPUCAT10NS OF lIAGNESlUW 9JLPHAlE OR COPPE~ SUlPHATE. 5. .. GROUNDING WIRE SIW..l. NOT BEND MORE THAN 90' IN NIY l.OCAnON. 6. PR<MDE CORROSION PROOFING PAINT ON SURFACES EXPOSED DURING INSTAllATION. CONNECTlON or COPPER 10 SlEEl. IN EXTERIOR MOO SHAll. BE lIADE USlNC EXOTI-ERlIIC WELDING PROCESS. n.EC1RICAl GROlNDlNG CONNECTIONS IN INTERIOR lOCATIONS SHALL BE \lADE USING SUITABLE lIECHANICAl. AND COlIPRESSION 'TYPE CONNEClORS ONLY, DO NOT USE EXOTHERMIC WElDS IN INTERIOR l.OCATlONS. NO WElDING PROCESS IN PERlIlTlED INSIDE THE 1I0BIIL S'lSTEIoI ENClOSl.IlE. lIAKE EI.EC'TRlCAI.. GROUNDIIG CONNECTIONS AT CI..EAtl BARE lIErAl. AT POINT OF CONTACT, CILAN THE SURFACE. REllOYE lIlE PAINT OR RUST, ETC.. TO EXPOSE ClEAN BARE "ETAI. SURFACE PRIOR 10 MAKING CONNECTIONS. APPLY CORROSION INtIBlTlNG CONDUCTIVE COlIPOUND AT ALL CONNECTIONS PER MANUFACTURER'S RECOlIMENOATIONS. CONDUCTORS - 600 VOLT AND BaDW A. MINIMUM CONDUCTOR SIZE: ALL BRANCH CIRCUIT WlRIHG SHALL BE IIIN111UlI '12 AWG. ALL CONTROL CIRCUIT WIRING SHAU. BE lIlNlIIUIl '14 AWG, UNLfSS INDtCAlED OTHERWISE. PROYIDE LARCER SIZES I<S INDICATED OR REQUIRED. B. IN RACEWAY: INSTAll. All WIRING IN CONDUIT OR OTHER SFECIFIED rw;;tWAY, UNLESS INDIrA TED O1I-iERWISE. 3. 3.9 C. D. E. F. C, HANGERS AND SUPPORlS A. GENERAl.: RIGIDLY SUPPORT AND SECURE ALL ELEC1R!CAl. WATERIAI.S, R/lCEWAY AND EOUlPlIENT TO BUIlDING STRUCTURE USING HANGERS, 9JPPORTS AND FASTENERS, 9JITABLE FOR lIlE USE. lIA1ERIAI.S AND LOADS ENCOUNTERED. PROVI)E All NECESSARY HARDWARE. B. STRUCTURAl MEllBERS: DO NOT cur, ORIU. OR WELD NIt STRUC1lJRAI. llEIIBER EXCEPT I<S SPECIFICAlLY APPROVED BY THE ENGINEER. C. INDEPENDENT SUPPORT: DO NOT SUPPORT ElEC1RICAl. lIATERIALS OR EQUIPMENT FRot.l OTHER EOUAlENT. PIPING, DUCTWORK OR SUPPORTS FOR SAllE. ElEClllICAI. DENTFICATlON A. GENERAl..: l.OCAlE NAlIEPLAlE. lIAllKING. OR OTHER IDENTIFICATION MEANS ON Ol1TSIDE OF EQUIPMENT OR BOX FRONT COYERS WHEN IEJfNE CBUNGS AND WHEN IN IlEaiANCAl. OR ElE:'T1lICAL EQUlPlIENT ROOIIS OR OTHER UNFlNISHED AAr/oS, AND ON INSlllE OF FRONT COYER WHEN IN FlIISHED ROOlIS/AREAS. USE CONTRACT DOCUlIENT DESIGNATIONS FOR DENmCATIOH UIU:SS INDICATED OTHERWISE. B. NAlolEPlAlES: PROVIDE NAlIEPlAlE ENGRAVED wrTH EDUIPIIENT DESIGNATION FOR EACH SAFETY SWITCH, PANEl.BOARD. TllANSFOR/iiEi~ 1ll0T0R STARTER. AND ALL OTHER ElEC1RICAI.. CABINETS, Ere. C. UNDERCROUND WARNING TAPE: DURING TRENCH BACKFlWNG FOR E'ACH UNDERCROUND ELEC1R1CAl.. m.EPHONE. SIGNAl. NI) C<MIUNICATlONS UNE. PROVDE A CONTINUOUS UNDERGROUND WARNING TAPE LOCATED DIRECTLY AIIO\IE UIE AT SIX 10 EIGHT INCHES EIELDW FlNJSIED GRADE. D. lIARKlNG PEN ~G: lIARK EACH .AJNCTlON ANO PULL BOX 1IDCA1lNG SOURCE DESIGNATION AND CIRCOO NUMBER(S) FOR THE ENCWSED CONDUCTORS. E. WIRE TAGS: FOR POWER CIRCUITS. APPlY WIRE TAG INDICATING APPROPR"'lE CIRCUIT OR FEEDER NUlIBER 10 EACH CONDUCTOR PRESEHT IN DISTRIBUTION PANEL AND PANEl.JlOARD GUTTERS, AND TO EACH CONDUCTOR IN Plll NIl JUNCTION BOXES WHERE lIORE THAN ONE FEEDER OR MUL'I1-J'1RE BRANCH CIRCUIT IS PRESENT, YH:RE OIU A SINGlE FEEDER OR IllULTI-WlRE BRANCH CIRCUIT IS PRESENT, BOX COYER lABEUNG AND CONDUCTOR COlOR COOlHC IS SUFfICIENT. FOR CONTROl., COIll"'UNlCATIONS AND SIGNAl. CIRCUITS, APPLY WIRE TAG INDICAllNG aRCUIT OR TERlIINATION NUlIBER AT ALL TERlIINATIONS AND AT ALL INTERMEDlAlE l.OCATlONS AND BOXES WHERE IIORE THAN ONE CIRCUIT IS PRESENT. f. PANELSCWlD CIRCUIT DIRECTORIES: AT COlIPLEllON or PROJECT, ACCURAlU.Y COMPLETE EACH PANB.8OARIl CIRCUIT DIRECTORY CARD, IDENTJ'YlNG l.lWl SER\IED OR "SPARE" OR "SPACE" FOR EACH ClRCtIIT POlE. WHEN IoIODIFY1NG, ADDlNG OR llflEl1NG CIRCUITS AT AN EXIST1NG PANE.BCWlll. UPDAlE lHE EXISTING (OR PROVIDE NEW) CflClXT DlRECTDR'l' CARD 10 ACCURA1B.Y REFt.ECT FlNAI. CONDmoNS. D.LCTRlC SERVICE A. GENERAL: ARRANGE WITH lIlE lOCAl. El.ECTRlC unUIY COIIPNtf. ANO PAY All. ASSOCIATED COSTS FOR PRCMDING TDlPORARY E1..ECTllIC SEIMCE CF REOUlRED) AND PERIIANEHT EIETRlC SERVICE FOR lIlE PROJEt:T I<S IIOCA1ED AND REQURD. COlIPLY WITH AND COORDINATE ALL REQUlREMENT5 or lIE UTU1Y COllPANY. B. GROUNDING: I'ROW>E GROUNDING D.ECTRODE S'/STt I' FOR THE SERVICE. PER 1HE NEe ANO UT1JTY COIIIIPANY REXlUlRElIEHTS. m.EPHONE SERVICE ENTJW<<:E A. GENERAl.: ARRANGE WITH lIE lOCAl. mEPHONE llJJUTY COM~ AND PAY ALL ASSOCIA.TED COSTS FOR PRCMDING lELD'HOHE SERVICE I<S INDICATED AND REQUIRED. INSTAUATION SHALl lIE IN ACCORDANCE WITH lEW>HONE unuTY COlIPANY"S RUl..ES AND REGUl.A11ONS. 3,12 3.14 r.FNFRAI NnTF<:;' fr.nNT ~ ""'- .-......- ..-.--. .--..,.. B. CONDUIT PENElRATIONS: SIZE CORE DRILLED HOlES SO lHAT AN ANNULAR SPACE OF HOT LESS THAN 1/4" AND NOT lIORE THAN I" IS LEfT AROUND THE CONDUIT. WHEII OPENINGS ARE CUT IN UEU or CORE DRLLED. PROI/lDE SLEEVE IN ROUGH OPENING. SIZE 5I.EEVES 10 PIllMOE AN ANNULAR SPACE OF NOT LESS THAN 1/4" AND NOT IIORE THAN 1" AROUND lIE CONDUIT. PAlCH AROUND SILEYE 10 lIATtH SURROUNDING SURFACES. CUTTING AND PATtHING A. GENERAl.: PROVIDE All CllTTING, DRlWNG, CHASING, FITTING AND PATCHING NECESSARY FOR ACCOllPUSHING lIlE WORK, B. BULOING STROC'TURE: DO NOT ENlWlCER THE IN1'ECRITY OF THE BUIlDING STRUC'TURE BY C\JTTING, DRIl.UNG OR OTHERWISE 1I000nlNG ANY STRIJC'IVRAI. lIEMBER. WITHOUT SPECIFIC APPROVAl.. DO NOT PROCEED WITH IH'( STRUCTURAl. IllOllIFlCAllONS WITHOUT WRITlEN PERMISSION OF THE PROJECT STRUCT\JRAI. ENGINEER. C. REPAIRS: REPAIR ANY AND ALL DAllAGE 10 WORK or OTHER TRADES CAUSED BY CUTl1NG AND PATCHING OPERATIONS, USING SKILLED WECHANICS OF lIlE TRADES INVOlVED, UNDERGROUND EI..ECTRICAI. WORK A. GENERAl.: PERFORM All. EXCAVATING, lRENCHlNG NI) IIACKFIUJNG. ETC, I<S INDICATED OR REOUIRED FOR lIlE INSTAllATION OF All. UNDERGROUND ElE:'T1lICAl. WORK. COORDINAlE WORK WITH OTHER TRADES ANO VERIfY EXISllNG UNDERGROUND SERVICES AND CONDITIONS. B. EW:KF1WNC: USE ONLY APPROVED WAlERlAI.S FREE FROW BOULDERS, SHARP OBJECTS AND OTHER UNSUITABLE lIATERIAI..S, WATCH THE FINAl.. El.EVATIONS AND lIAlERlAI.S or AREAS AFFECTED BY ElECTRICAL EXCAVATING, TRENCHING AND EW:KF1WNG. REPlACE CONDUIT AND CAIlI.ES DAllAGED BY IlIPROPER 1IACKFI11lNG. REPLACE SURFACE lIATERIAI.S 10 lIATCH ElOSTlNG SURFACE W.lERlAI.S F NO OTID UTllIIY OR SIlE WORK IS IlEJNG DONE IN AREA. PlACE SPECIFIED SOIL lIAlDllALS IN 4" - S" LAYERS 10 REQUIRED SUBGRAOE ELEVATIONS. C. BACKFlU. PlACEllENT: PlACE IIACKFIU AND FU IIATERIAl.S IN LAYERS OF NOT IIORE THAN 8" IN LOOSE DEPTH FOR lIATERIAI. COlIPACTED BY HEAVY EQUIPIllENT, AND NOT IllORE THAN 4" IN lOOSE DEPTH FOR W.lERIAL COllPACTED BY HAND-OPERATED TAlIPERS. BEFORE COMPACTION, IIOISTEN OR AERAlE EACH LAYER I<S NECESSARY 10 PROYIDE OI'TlIllUll 1I00000RE COHT!NT. COllPACr EACH LAYER 10 REQUIRED PERCENTAGE OF MAXlllUII DRY DENSIIY OR RElATIVE DRY DENSITY FOR EACH AREA ClASSIFICATION SPECIFIED BEL.llW. DO NOT PL.ACE EW:KFIU OR FlU. lIAlERIAL ON SURFACES lHAT ARE MUDDY, FROZEN. OR CONTAIN FROST OR ICE. PLAa: EW:KFILL AND I'll lIAlERIAI.S EYENLY ADJACENT TO SJRUC'TlJRES, PIPING, AND EQlJPlIEHT TO REQUIRED ELEVATIONS. PREVENT llISPl.ACEMENT OF RACEWAYS AND EOUI'IIENT BY CARRYING WAlERlAI. UNIFORMLY AROUND lIlEll TO APPROXlllAlELY SAllE ElEVATION IN EACH UfT, RACEWAY SYSTEMS A. RACf!l/AY lYPES: UNLESS INDICATED OTHERWiSE, USE RK:aiAY TYPES I<S FOLlOWS: 1. INDOORS, CONCEAlED IN WAU.S OR ABOVE CElUNGS: 00. 2. INDOORS, EXPOSED: USE RIGID GALVANIZED srw. CONDUIT BELOW 'TEN FEET ABOYE FlNlSHED fl.OOR. 011 lIAY BE USED ABOYE lEN FEET, 3. INDOORS. BELOW FlOOR SI.AIl: (lIINIWUIll 3/4 INCH SIZE). SCHEDUlE 80 RIGID NON-lIE:TAWC CONDUIT. STUB UP USlNG RIGID GAlVANIZED srm. ElllOWS. 4. OU1DOORS, BELOW GRADE: (lIlHIlIUM I-INCH 5IZE). SCHEllUIL 40 RIGID NON-uETAI..UC CONDUIT. STUB UP USING RIGID GAlVANIZED STEEL ELBOWS. 5, OUTDOORS, EXPOSED: RIGID GAlVANIZED SlEEl. CONDUIT, 6, FLEXIBLE srw. CONDUIT: USE (IN DRY LOCATIONS ONLY) FOR CONNECTIONS TO TRANSFllR"'t~ VIBRATING ECUPIIEN!. NIl EQUIPMENT REQUIRING MINOR ADJUS'NtJ'l", IN POSI'I1ONS, FOR "HAL CONNEI:TIONS 10 RECESSED UGHTING FIXTURES. NIl BE'IWEEN OUTI.ET BOXES IN lIETA!. STUD PART1TIONS. 7. UQUlD- TIGHT nEXlBIL SlEEl. CONDUIT: USE WHERE FLEXIBLE STEEL CONDUIT CONNECTIONS ARE REQUIRED IN DAlIP, WET OR OILY LOCATIONS, JHD FOR F1W. CONNECTIONS 10 All. lIOTDRS AND SIMILAR EQUlPlIENT. 3.13 RACEWAY ROUTING: ~ REQUIRED BY JOB CONOOllNS UNLESS SPECFlC ROUTES OR DlllENSIONED POSITIONS ARE INDICATED ON THE DRAWINGS. INSTAll MHT 10 SlABS. 8EMS AND JOISlS WHEREVER POSSIIIL. ROUTE EXPOSED COIIlUIT, AlII CONDOO INSTAllED ABOVE CElUNGS, PAltAlW. OR PERPENDICULAR TO WAU.S CElUNGS AlII STRlJC1\JRAI. lIO&RS. INSTAll. 10 lMlNT~ lIINlllUM HEAllROOlI AND TO PRESEXT A NEAT APPEARANCE. ~ PARAl..l.EL RACEWAYS TOGETHER WITH BENDS lIADE mow SAIoE: CENTER LIIE. VERIFY EXACT l.OCA11ONS or All 1lAC:l"iMys' PULL BOXES, AND .AJNCllON BOXES. RESOLVE NIt CONFUCTS BEFORE INSfAUATION. B. 3,10 3.15 DO NOT ROUTE ANY CONDUITS 1N1O OR THRU. STAIRWAys. ELEVATOR SHAF1S OR ELEVATOR llACHINE ROCM. CONCEAl CONDUTS ABOVE 9JSPENDED CElUNGS YItlERE PDSSIIIlL SEaJRE AIIl SlA'ORT FROM BUIlDING SlRUC1\JRE. COORDINAlE INSTAlLATIONS OF CONDUITS. EOlIPMENT. ETC. WITH BUILDING OWNER PRIOR 10 COlIMENCDIENT or WORK. 1, 2. 3. BOXES: INSTAll. ALL ouru:r, PUll AND JUNC'T1ON BOXES RIGiDlY, PlUMB AND IL'w'EI... SUPPORT AND SECURE BOXES INDEPENOOffi.Y FROM CONDUITS lERlIlNA11NG AT BOX, INSTALL All. BOXES SO I<S 10 lIE ACCESSIlIlE AND SO THAT CCMRS lIAY C. ATTACHMENT B ~nersINc" ~ ~Ncal"'EE.INO CD""O"A,TION ,.0. .. ... .... .... ~ 251.Q c....) ~ ... 711I-_ TERRADON' JIRO.C:'"" ho. 2S644~ AU. 0RMfIIIGS lie ~ .....1'011.:. aNTMO HERt:lt.I AA( THE: PRQ..:J[R1V or AR::HIlt::l' IHO 1M'" ..,.. f[ Wl\.rA'"EJ. IZ5ED or tISQ.CS[t WITHOUT THE" WRI1TDI CC!'fSE)(I 0" AftCHfTEC1 )AlE 1/06/02 l!09/C2 ~SUW'TT"'" !/7UD'1 S(:DMi) UM7'I'Ai.. AMOONS I & : DAn ~ I i _1Ir, DA3 OEDCED Il'r: Rr w....r I MILL MOUNTAIN Sll!1I/IlllER VA 154P I 5lfE .....ESS ] 4921 THACKERS LANE NORTH GARDEN, VA 22958 8AIIIa aLBl DISTRICT ALBEIPRLE COUNTY SHEET mu FENCE DETAILS - SHUT WUW8[R - 5-1 I .cC" SCAlL - AS NOTED - 35 7 GAUGE GAL VAI'iIlEt' 1ENSION WIRE WOODOI STOCKADE FDlCE (10 BE AFFIXED 10 EXTERIOR 01' FelC[D COMPOUND) 3~'-51m CROSSBRAClNG I.S' STANDARIl ~ GA 2"><2" FelCE A GA 'IES GAUGE PIPE ,,- STANDARD GAUGE GAlE POST ~ ".~.". ~. " , / = ^ "" "- HW rTOP e'-ff' = , 2- STANDARD CAuGE PIPE io;o.;.;..;; It:~.:J' If.'/~\J I,..,,",. I t' '~'.. . -: '. ~ i j; , t ' ~v1I" ,Ii ..;~ '""', .. .., ,"~.:'j" - !~- :':1 [.-'; 4'( j :. ~.' ...: ---1. 6'-0" 31a-S1ED. lRUSS ROO A'r AU. CORNERS S-ff' WOODEN ~ss IIE1011lEll Felc[ FABRIC BOI. T. TAIU '.r 6'-0' 12'-0" CHAIN LINK/STOCKADE FENCE AND GATE ELEVATION NO SCALE Io\AX. 10' O.C. 6'-0' ~ '.r SOl T WOOllEN FENCl: TO CllAlNUNK r ABRle" V SOl T YoOOOEN fINCl: TO CHAlNUNI< F<NCE POSTS rCJl AllOED ST AIlIUTY. fINISHED GRADE FENCE DETAIL f ~ , I , , , I I t1<C ! .', I FOR SIZE J ~.. I SEE CHAIN 1 L.ttK FelCE 1 DETAIL " .... ~ . --..-...- --_<:...~- STOCKADE CloD IIEUl F1..EXAIlLE IZ GROUND lIRE TO GAlE FRAIlE NIl POST n"T - 1IIID aFI'Ul f\DIIIU: .&.11'0I SIRN' (I'!IJlElI1Il. .-z ell EQIM) GATE BONDING .DETAI NO SCALE FENCE NO SCALE MUSHROOM STOP DETAIL N'OSCAiL