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Sr.a..- 1i Sa6ri(1Qr.c.erDt ota F mw'E , "z -N NR a at tl 1_wr iY1L 4 r.( UDiwce 5 tat ea N%7SU RRL tR 13FMI t A triw K HE eNRe TW 6 M rbfErl -A fE Dwit, 6 MAD WK tTtvS[tylLt4f ✓. m :5 .( t9 -=R A- ,era -'r xa ow.5a,4 IIEre,ori -7E- lY% EK (<•! Bi IR'.w `t .f to xk f'dtc a 4!F%SBE r 9t1GT r ME ".41E editrd taw n S 'EAT Ra SIdTOf uEx +._fc= cmlftcla ✓JM Dr lc." VFYMB ."ilnfi ww1_ atf/Jkq U_Iv 1 fin:: (-al 1xv GaU+w, 0411 t871_1 w.^ w-'d't SER34ri ETD,ET fLSTYWM_ x4 tVf aEQak/c tm f R•a lot tmcRs Iwo 6'I _v6 3.1t iC •TfT„+<fD Sv tY3tY WEI1%5 AK QD141.1 6 M ice+ k ccs O% T -11 caa _R:. tic a OAIA¢ .Ht44 4ST aP1_" tR -% .R+DSt EIRE% tk^L. lwwX 4 i}'dCiT f4D U SITE NAME.- ARMEL SITE NUMBER: 1713 281 TADPOLE I.N. WHITE POST, VA 22663 T -A TITLE SHEET SHEET INDEX C -t SITE PLAN C-2 ENLAgGED SITE PLAN C3 CMLDETAR.S C4 CIVIi. GETAI.S C.5 CN1 NOTES A4 ComPOUND LAYOUT AND VAMPOLE ELEVATION S•t STRIXTURAL NOTES, SECTIONS, PLANS AND DETAILS 8-2 STRUCTURAL DETAILS 33 SHELTER FOUNDATION DETAILS SA ANTENNA SCHEDULE AND NOTES E•1 ELECTRICAL NOTES, PLAN AND Of -TAIL E2 UTILITY DIAGRAK SHELTER PLAN AND PANEL SCHEDULE E3 GROUNDING ELEVATIONS AND SECTION E4 GROUNDING DETAILS AND SECTION EZ BILL OF MATERIALS • ELECTRICAL PROJECT DESCRIPTION L t6rSU[r-C.MLO.C14Ni Siak1 ,usf YE'dda lEUED ih6'4tu^. 3 }WIM fit 4ttCifi '1MY fid fiSi`G o[r" PU,17 a, 7fa7R. ,_ W_. A Q FliSNL Kr Y3POi IA+F S IIIY AY7R�t D]U'.. A1Q ,A]l,fif cfiE12 Dr,.9r M-0 i t(�o.` t. t �`(' • ri.�r 4+.t.U.1: �*atix. tUxESS I,t irf.nl V: R`A t0. n.e0 oa POT P()Sr, N IAtSi w.aaMA, W I,aH IAM": a 9i D! til' I�NNOL . K aR5,x1'Qr Ititt.ot (pmt OACO ai &EF3wU.G'RLS span •FDV D ux- RttF'D.Iri'Cal'D.S ntyro tek7t ay Iw Approved by Frederick County Zoning Administrator Date: Please Mote: Site Plan valid for five {5) years from approval Date ventrex j e rn Ee flan n. neierr, En ms Eys M Yik SYl44C7QN, Q -C. 2000S P 130N F: ���: singular WIRELESS GENERAL NOTES THE CON'RACTG. i Al- GIVE ALL NOTICES NO COMPLY IN ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC ALMORITY. MUNICIPAL AND ORION COMPANY SPECFICADONS. AND '_OCA- 00 STATE XR1501CRONN CODES BEARING ON THE PENFORMANCE OF THE WORK, THE AYDRK PERFORMED ON THE PROJECT AND THE MATERIALS INSTALLED SHALL BE 'N STRICT ACCORDANCE MM ALL APPLICABLE CODES. REGULATIONS AND OND.NANCES. L THE ARCRNF_Ci/ENCANEER HAS MALE EVERY EFFORT TO SET FORM .N ME COREMCTION AND -CONTRACT DOCUMENTS THE COMP_TE ' SCOPE OF WORN_ THE CON'RACTOR BIDCING THE .TOB IS NEVERMELISS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPEC;FICATIONS SMALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH ME INTENT Of !HESE DOCLYENTS 3. DIE CONTRACTOR OR BIDDER SHALL BEAR THE RESPWLBIL'TY OF NOTIFYING (M WRITING) THE CONSTRUCTION MANAGER OF I ANY CONFLICTS. ERRORS, OR OMISSIONS PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL OR PERFORMANCE OF WORK 4L TLE SCOPE OF WORK SHALL :NCLUOE FURNISHING AL1 MATERIALS, FULA VENT, 'LABOR AND ALL OTHER MATERIALS AND LABOR DEEMED NECESSARY TO COMPLETE ME M1RX/PRO[CT AS DESCRIBED HEREIN 5 THE CONTRACTOR SHALL VISIT ME A02 SITE PRIOR TO THE SUBMISSION OF BIDS OR WWORMING WORK TO FAMIUARIZE HWSE_f MIH THE FIELD CONDITIONS AND TO VRIFT THAT ME PROTECT CAN RE CONSTRUCTED M ACCORDANCE MTN INE CONTRACT WLUMENIi 6, ME CONTRACTOR LULL OBTAIN AUTHORIZATION TO .PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM HOT CLEARLY DEFINED BY ME CONSRUCDCRR DRAWING/CONTRACT DOCUMENTS 2, THE CONTRACTOR SHALL 'NSTALL ALL EQUIPMENT AND MA IERIALS ACCORDING TO THE MAN IWACURERS/VENDOR'S SPECIFICATION UNLESS NOTED OTHERMSE DR WERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE & THE CONTRACTOR SHALL PROVIDE A FULL SET OF CONSTRUCTION DOCUMENTS AT INE SHE UPDATED WITH ME LATEST REMLONS AND ADDENDA OR CLARIFICATIONS AMIABLE :OR ME USE BY ALL PERSONNEL AVOLVED WATH ME PRO.ECT T THE CONTRACTOR SHAL, SUPERVISE AND DIRECT THE -ROACT DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOL, Y RESPONSIBLE FOR ALL COYSTM,CTION MEANS. METHODS. TECHNIOUEEZ SEQUENCES AND PROCEDURES AND FOR CODROINATING ALL PORTIONS sof DIE MDRK UNDER ME CONTACT 10 ME CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINI G AL: PERMITS AND INSPE[PONG WHICH MAY RE REO IRED FOR ME BY THE ARCHITECT/ENCINEER, THE STATE COUNTY OR LOCAL GOVERNMENT AUMORITY It. ME CONTRACTOR SHALL MAKE NECESSARY PROMSIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING. ETC DURING CONSTRUCTION, UPON COMPLETION OF WCRA, THE CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE 'JCCORED DDE TO CONSTRUCTION ON 0R ABOUT THE PROPERTY. 12. THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA CLEAN AND NAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT. DEBRIS. RUBBISH AND REMOVE EWIPMENT 401 SP_CRED AS REMAINING ON ME PROPERTY PREMISES SHALL BE --EFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS. DUST. OR SMUDGES OF ANY NATURE 13 THE CONMACTOR,SHALL COMPtT MDI ALL OSHA REWIREMENFS AS THEY APPLY TO THIS PROTECT IA THE CONTRACTOR ENML NO LIFY ME CGHSTRUCTICN MANAGER WERE A CONFLICT OCCURS ON ANY OF ME CONTRACT OLCJME.NTS. THE CONTRACTOR TS NOT TO ORDER MATERIAL OR CONSTRUCT ANY PORTION OF THE 'WORK THAT'S IN CORNFLCT JNHL THE CONFLICT IS RESOLVED BY ME CONSTRUCTION MANAGER. .G ME CONTRACTOR SHALL YERIFY ALL DIMENSIONS. ELEVAT GINS, PROPERTY ONES. ETC ON 'HE PROECT 16. NNE CONTRACTOR SNALL BE RESPONSIBLE 10 iTBCONTRACT MIP.D 'ARTY NSPECTION SERVICES TO SWEEP TEST TRANSMISSION ,MES. •NSPECT CONSTRLCIIUN AN, ON LONERS/NDN( GLES. CERIIFY ANTENNA AZIMUTHS. ANTENNA -E:GHT (AOL). :EST GROUNDING. VERIFY SU9GRADE CAPACITY, CONCRETE STRENGTH (TOWER FOLNOA704S QNLY) AND REAR/CONCRETE PLACEMENT MIRD PARTY INSPECTION SERVICE GONIRACTDRS SHALL BE APPROVED BY ONWLAR MRELESS IT THIS DOCUMENT IS 'Y.E CREA10N. DESIGN, PRU'EflTY AND CCP'RICh IEO AORK OF ONCULAR WANELESS ANY DUPL:CADON OR USE MMUIIT EXPRESS WRITTEN-DNSEIT 'S STRICTLY PROHIOL(T) SITE NAME: ARMLEL SITE NUMBER: 1713 281 TADPOLE LN. WHITE POST, VA 22663 SHEETINDEX T-1 TITLE SHEET C-1 SITE PLAN C-2 ENLARGED SITE PLAN C-3 CIVIL DETAILS C4 CIVIL DETAILS C-5 CIVIL NOTES A-1 COMPOUND LAYOUT AND MONOPOLE ELEVATION S-1 STRUCTURAL NOTES, SECTIONS, PLANS AND DETAILS S-2 STRUCTURAL DETAILS S-3 SHELTER FOUNDATION DETAILS S4 ANTENNA SCHEDULE AND NOTES E-1 ELECTRICAL NOTES, PLAN AND DETAIL E-2 UTILITY DIAGRAM, SHELTER PLAN AND PANEL SCHEDULE E-3 GROUNDING ELEVATIONS AND SECTION E4 GROUNDING DETAILS AND SECTION E-5 BILL OF MATERIALS - ELECTRICAL PROJECT DESCRIPTION SYMBOLS AND ABBREVIATIONS AOJ ADAJSTABLE NEC4 MECHANICAL 1� SPOT ELEVATION APPROX APPROXINAT MER MANUFACTURER C!NGOLAR WIRELESS 7150 STANDARD DR. WHITE POST, VA 22663 CAB CABINET NG8 MAIN GROUND BAR CENTERLINE CLG CEILZ M!N MINIMUM _'DN!NG. RA CONE CONCRETE MR METAL R PLATE CONI CONTINUOUS NIC NOT IN CONTRACT CJ CONSTRUCTION .ION' N15 NOT TD SCALE DIA DIAMETER OC ON CENTER .Neo DETAIL NUMBER DWG DRAWING OR OPPOSITE SNT SHEET NUMBER EGB EQUIPVENT GROUND BAR SF SOUAP.E F001 EA EACH SHT SNEET _G — GROUND WIRE EIEC ELECTRICAL SRM SRWUR ELEVAPON SIT iTAINLESS STEEL COAXIAL UTILE EO EQUAL SIT. STEEL EQUIP EQUIPMENT TOC TOP OF CONCRETE EXT EXTERIOR TON TM OF MASON Y ANTENNA FF FINISHED FLOOR TOS TOP OF STEEL GA GAGE TV TYPICAL GALV GALVANIZED .1 VERIFY IN FIELD GB :FOUND BARON UNLESS OTHERWISE NOTED CC GENERAL CONTRACTOR WWF WELDED WARE FABRIC OR IT GROUND W/ WITH LG LONG & AND LONG LEG HORIZONTAL O AT MAX MAXIMUM SHEETINDEX T-1 TITLE SHEET C-1 SITE PLAN C-2 ENLARGED SITE PLAN C-3 CIVIL DETAILS C4 CIVIL DETAILS C-5 CIVIL NOTES A-1 COMPOUND LAYOUT AND MONOPOLE ELEVATION S-1 STRUCTURAL NOTES, SECTIONS, PLANS AND DETAILS S-2 STRUCTURAL DETAILS S-3 SHELTER FOUNDATION DETAILS S4 ANTENNA SCHEDULE AND NOTES E-1 ELECTRICAL NOTES, PLAN AND DETAIL E-2 UTILITY DIAGRAM, SHELTER PLAN AND PANEL SCHEDULE E-3 GROUNDING ELEVATIONS AND SECTION E4 GROUNDING DETAILS AND SECTION E-5 BILL OF MATERIALS - ELECTRICAL PROJECT DESCRIPTION 1. NSTALL 5 PANEL ANTENNAS ON NEW 190 HIGH MONOPOLE. 2 INSTALL 11-5'00 EWIPMENT SHELTER INSIDE NEW 500' FENCED COMPODND. 3. PROMOE NEW ELECTRICAL SERVICE FROM EXISTING OWARK PONT 4PROVIDE TELCO SERVICE FRON EXISDNG DEMARCATION POINT. 5. RUN ANTENNA SIGNAL ANO GROUNDING CAMS OWNER DONALD S. KENNY A. & JANET M. KENNY APPLICANT: 281 7ADIPOLE IN C!NGOLAR WIRELESS 7150 STANDARD DR. WHITE POST, VA 22663 HANOVER. MD 21D76 ADDIDE: N 39' 05 3ZT6' :ONGITUOE. W TB- 09' KA.28' .URISDICDOH: FREDERICK COUNTY , RR_.T USE. TELECDMMONICATIONS FACILITY PROPOSED USE- TEL"cCUMMUNICADOJS rACWITY _'DN!NG. RA DIED: 929/ 1532 OWNER APPROVAL OWNER REPRESENTATIVE DATE (0ntrex� communication 1575 Eye Street, N.W. Suite 350 WASHINGTON, D.C. 20005 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS JAS DESCRIPTION IREV. 0}OA-05 i 901 CONSTRL'CDON O4 -IT -OS i 95x CCNSTRUCi!ON , SEAL: singular ADRELESS Y Y I-- �%" PROJECT NO 10B, 01, _ DESIGNER: WA. ENGINEER. GG. SCALE. 01 2 1 GRAPHIC SCALE IN INCHES ARMEL 1713 281 TADPOLE LN. WHITE POST, VA 11663 TITLE: TITLE SHEET SHEET NUMBER: T-1 rH✓NCH Fq,\P/kE VICINITY MAP SCAL`_. 1-=2000*-W xoxTR SURVEY NOTES 1) SITE NAME A MEL SITE NUMBER: .713 2.) THIS IS NOT A BOUNDARY SURVEY AND IS NOT TO BE JSED FOR THETRANSFER OF PROPERTY. 3.) ". E SUB_ECT PARCEL INFORMATION; OWNER: DONALD S. & JANET M. KENNY PREMISES ADDRESS_ 281 TADPOLE LANE WHITE POST" VA 22663 MAILING ADDRESS: 281 TADPOL LANE WHITE POST. VA 22663 COUNTY: FREDERICK COUNTY PARCEL ID 111 76 A 47 GRIN {I: 778962522500 MAGISTERIAL CODE: 04 RECORD NUMBER: 0024275 ZONING: RA AREA: 8-32 AC 4) THE RECORDED REFERENCES FOR THE SUEI,ECT PARCEL ARE AS FOLLOWS. DEED' L'9ER 261• FOLIO 439 5.) THE DATUM'S ARE NAD 83 AND NAVD 88. AND THE BEARING BASE IS 5TATE GRID. 61 NO ONCERGROUND UTILITIES HAVE BEEN LOCATED THE PRESENCE OF ANY SUCH UTIU'TIES MUST BE CONFIRMED BY THE CONTRACTGR BEFORE CONSTRUCTION. 7) NO WETLANDS HAVE BEEN DEFINED AND ANY AREAS SHOWN AS MARSH. PONDS OR DITCHES ARE DONE SO FROM VISIBLE SURFACE FEATURES AND IN NO WAY ONS,ITUTE A DEFINED WETLAND 8) THE FLOOD ZONE OF THE PROPOSED MONOPOLE IS AS FOLLOWS. FLOOD ZONE C. AREA OF MINIMUM FLOODING. SOURCE. FEMA FLOOD MAP FOR FREDERICK COUNTY. VA. COMMUNITY PANEL NUMBER 5i0063 02009. REVISED..IULY 17. 1978 9` NO TITLE REPORT WAS FURNISHED FOR THIS SURVEY. 10-) -HE DATA COLLECTED AND SHOWN ON THIS DRAWING ARE FOR THE PLRPDSES OF CONSTRUCTION OF A CELLULAR MONOPOLE. ANY NECESSARY ANCILLARY EOUIPMENT AND ALL APPROPRIATE EASEMENTS 11 j NO UNRECORDED EASEMENTS ARE SHOWN ON THIS SURVEY AND IT IS POSSIBLE THAT SUCH EASEMENTS MPACT THE SITE 121 THIS PROPER-'� IS SUBJECT TO ALL MATTERS OF PUBLIC RECORD !3.) THE LOCATION OF THE PROPOSED MONOPOLE IS AS FOLLOWS: THE VALUES LISTED BELOW ARE WITHIN tSD' HORIZONTAL AND z20' VERTICAL LATITUDE N 39' 05' !Z.571 LONGITUDE: W 78' O9' 55109 ELEVATION: 720.74AMSL AT BASE PARCI_ L 7, • 17 E - LLIA,I Pcs M ..OC E� F I H T ] . OE'r EERP 0LJ n. V. 3a1 - aOJ •NA na rADDRESS NS H_l3n•cILG'ON RD F . 0 _aDPOLE J J E O 13, . ._� / / ,/'• /• A - ACRES ?%RCEL ID � A 'S___ /P SARLE T H- I HEFLIN. DANIEL i _a CULa:E PF ES 1001TS3 r55 -TE OAK .D M L G a CR Mr T OAK RG / D ]_fi -J= OE_] EF ..OLIO J': 7ONNG A ACRES.- 5, 11. IS RA ACPE>- -_-075 / ARMEL RD. ,"E PARCI_ L 7, • 17 E - LLIA,I Pcs M ..OC E� F I H T ] . OE'r EERP 0LJ n. V. 3a1 - aOJ •NA na rADDRESS NS H_l3n•cILG'ON RD F . 0 _aDPOLE J J E O 13, . ._� / / ,/'• /• A - ACRES ?%RCEL ID � A 'S___ /P SARLE T H- I HEFLIN. DANIEL i _a CULa:E PF ES 1001TS3 r55 -TE OAK .D M L G a CR Mr T OAK RG / D ]_fi -J= OE_] EF ..OLIO J': 7ONNG A ACRES.- 5, 11. IS RA ACPE>- -_-075 / 7;:SI.O PESIDENICE A .. " e-RFF 1113, EL. _E C -ooaer SLE "c•,;,=0 GF A Y / /// \ E - LLIA,I Pcs M ..OC E� F I H T ] . OE'r EERP 0LJ •NA na rADDRESS NS H_l3n•cILG'ON RD F . 0 _aDPOLE J J E O 13, . ._� / / ,/'• /• A - ACRES ?%RCEL ID � A 'S___ 779y 372CR01 G?IN: 758C;C.6'5109 IC'5 A 53C 779y 372CR01 HEFLIN. DANIEL i _a CULa:E R_`DP.D 0037536 E S 0 ,- - FNAD MAILNG ADD E - a J BGt Ia NINCHL ER. _ F G r -J= OE_] EF ..OLIO J': 7ONNG A ACRES.- 5, PFD -OOP S ^+(a nA IIN� >ODF 00 5`3 F_NGION RD ^PLr•rinN VA 2,27p5 PA?l'EL IJ: 76 A\ GPltJ' 773555=2_':OC RE.^.RD NO. 00:21 <ENfiE- SHFLEY HEFL;.J lOcP.ESS- -0 TADPOLE ! ME'IL NG ADOP.ESS: _` TADPOLE LN Am E ?OST, 53 I \ 0E- LI6E03 OZIO 51 as ACRES, / a Y/ e\ t\ 7 / =� 4-' 00 UA 4' ?E G n OF -- '90, U 190' - " OFE OAS JD / Pol F e 'EFD Ea I. 6 _ \ ` \ !X SITE SURVEY SCALE: 1'=loo'-c' T RUEYORIH 7EEJ LIEER c _ FOL:G,S 1 / / / _':I�II'•1'' BUILDING INE P4RCE! ' 75 A 555 lP l% 1 1500 RECI,PD JO DG�7�35 F LLA =F -DCRESS .0;C'_L OF '. OGRE 0 L=L OP E- E SIJ -3J MC -POLE' 79 GE C ` LINE TYPES 90J DAFT !r- PARENT P-PCEL — OF—EYED I HE— BOUnD-F.' OF INEPI IE LN=FOR DIMENSIONS— — — — — EISE., "I SO-G— OF 'NAY BOUND A=_ ^Ei"TCP=E INTER;OR EJ- INFS E OF SF L ..LLDING STIC-­- T NE -- EDGE OF GF.AiEL :E.%E UNE — CHAIN— —^—„—%—%— CON -CUP. LINE LNE — O c-Hra TL- InE OR T_;lTlOil LINE —'ENTER . i+E OF A= A' -ID 11IU71 FnSE`AE;, TS GRAPHIC SCALE a 1 IniIN FLOP).t. \1/ entrex muni atlon services, in� 1575 Eye Street, N.W. Suite 350 WASHINGTON. D.C. 20005 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS JA'E OESCRIPTDV REV. a};a ” Boz causTsucTlDu j a -H os 19sx cOx�taucauR SEAL: singular 'NIRELE�S PROJECT N0. 1086.073 DESIGNER: RS. ENGINEER: C.G SCALE: 0 7/2 i GRAPHIC SCALE IN INCHES ARMEL 1713 281 TADPOLE LN. WHITE POST, VA 22663 iliLE: SITE SURVEY SHL,, -T NUMBER: G1 d ` f --PROPOSED 12'-0" WIDE `\ �( END SILT FENCE. SEE GRAVEL ACCESS ROAD,` j ? t /A SEE 5/C-3 /C-3�, i l _- —A� —/\.`' ---PROPOSED 15 LF ?2" DIA —� - LP 720.2 i \� - CMP CULVERT , SE- 6/C-3 INVERT IN 72063' \ \ INVERT OUT 720.33' EXISTING LP 722.5 / WOODED AREA � I RIP RAP CHANNEL SEE 6/C-3 tea. \ PROPOSED 15 LF 12" DIA. CMP CULVERT ,SEE 6/C-3 INVE6' WIDE DITCH �PzGC - '?VERT OUT 716.33'--1 \� SEE 5 i r J Q I 15.021 I:I__•)C'02'_I STABiLiZED CONSTRUCTION ENTRANCE. SEE 5/C-3 �1 Q 12 f55"5'-53 1631 LI'l i24 11 EX!SIING ) ,i i i t f " ` I z BUILDING 1 ( 1 tom a - I ` )-Tr I I '4� � `_SGS •' `�—START SILT FENCE. SEE e3 ; �� �= _ r 32-; , n_,, F \ RIP RA? CHANNEL, r � A a \ EIS^,NG TRffUNE -- � d ` f --PROPOSED 12'-0" WIDE `\ �( END SILT FENCE. SEE GRAVEL ACCESS ROAD,` j ? t /A SEE 5/C-3 /C-3�, i l _- —A� —/\.`' ---PROPOSED 15 LF ?2" DIA —� - LP 720.2 i \� - CMP CULVERT , SE- 6/C-3 INVERT IN 72063' \ \ INVERT OUT 720.33' EXISTING LP 722.5 / WOODED AREA � I RIP RAP CHANNEL SEE 6/C-3 tea. \ PROPOSED 15 LF 12" DIA. CMP CULVERT ,SEE 6/C-3 INVE6' WIDE DITCH �PzGC - '?VERT OUT 716.33'--1 \� SEE 5 i r J Q I L'I 15.021 I:I__•)C'02'_I -_- _ ILL NUT ;i': L` �1 Q 12 f55"5'-53 1631 LI'l i24 11 I - tom a - I ` )-Tr I -_ - -- 51'5 47P7 �� �= _ r 32-; , n_,, La I RIP RA? CHANNEL, r L5 RI 5cC.Q. 11.00; ._.G •DG _ ,. 1,15 '5=-=-\J — - rI C; \%/ �:`,�r i - SEE 6/C-3---', L'I 15.021 I:I__•)C'02'_I -_- _ ILL NUT ;i': L` 'I TOi 12 f55"5'-53 LI'l i24 11 5 5:;,_01 -- 51'5 47P7 i i PROPOSED 6" GRAVEL - COMPOUND SURFACING, SEE 4/C-3 T.D.S. = 721.7' rc 1 -� PROPOSED 3' HIGH � 'fir --L. CHAIN LINK FENCE, SEE 2/ C-3 T.O.C. = 722.3.� ) _- 721:8'\ <, P t<r h I"y3ieo " LIMITS OF DISTURBANCE. LP 714.5' n AREA = 38688 SF Iti ADFA TAIZI F )IS--RUBED AREA = 38;688 SF = 0.39 AC PROPOSED IMPERVIOUS AREA 10517i SF = 9.24 AC LINETYPES —S> —SF ,Nn r rDptj== ,z?^t" PIP - 7078-5.-, tj - C9Q3.3535 ENLARGED SITE SURVEY O SCALE. 1-=20'-O- L-2 MUE NORM \f/ ntrex , Hon serv,ces, in 1575 Eye Street, N.W. Suite 350 WASHINGTON, O.C. 20005 PHONE: (202)4084960 FAX: (202)408-0961 SUBMITTALS OA,E 0ES[PoP➢ON REV. 9309 -OS 9M CONSTRUL1i IN 04-11-05 95% CONSTRUCT e I I cingular WIFELESS wrl PROJECT NO: 1086-073 DESIGNER: R.S. ENGINEER: C.G. SCALE: 0 t 2 1 GRAPHIC SCALE IN INCHES ARMEL 1713 281 TADPOLE LN. WHITE POST, VA 21663 TITLE: ENLARGED SITE SURVEY sH�Lr NUMSL_ C-2 I CONSTRUCTION OF A SILT FENCE r (WITHOUT WIRE SUPPORT) 1. SET YORE STARS. 2. E%UVAT£ A alt ♦' TFENQL UPSWPE ATDNG THS LIITE Or STARS. U7, 3. 9TAPIF rII1T;R 1GITJUAL a. BALTQ*Ill. AND CDI�ACT I I ! ^I Oal TO STAI@5 AND T]LTExD TN£ EKGVAIID IT INTO THE TTU] m �� �ul III i I I l 1111 I=1 I h III u IIJi f1'I'1=11L-II'-! . II � -I =,'' -''=r I I ~ 11=1' I I -I I Iii -I I I I III- I I I �I f l !II III ! "-!il-IIi- lil !II -� I'= -Ii, l i 11-1,-� :_. I`l7­71 III -I I I I I I -i! !" III 11 !• �� L IIi ITT{I 11j l 11i,�ry v� ILI`--•• I I H DETAIL SCALE: 1/2-.Y-0- STET FLOR INSTATIATION9 TES: II I. (PEFLSPECNVE VDIM) ( I 1 �RN-R FNS NOMINAL B 3/8- DIAGONAL ROD MIH GALVANIZED STEEL TURNBUCKLE 1 INSTALL FENCING PER ASIu F -i5] SECLA78 j F -r j' -J / =111. iCHEDUIE 90 PIPE O LINE— Y SCHE9IRE 90 iW[ PER ASTM %11Nll. POSTS SHALL 9E EQUALLY SPACED AT MAXIMUM 8-0- OC DR MAGOXL TNREADED ROD- O FENCE CORNER POST BRACT 1 5/8- DIA. EACH CORNER EACH WAY 2 INSTALL SMHG GATES PER ASTM F- WD 1 LOCAL WMNANCE O BARBED ORE PERMIT REWIREMENT UNE iG TDP RAN B BRACE RAIL 1 2- PIPE. PER ASTM FIOB1. / 10 CATE FRANC: 1 1 2- PIPE, PER ASTM -003 / SHALL 3E COMPLIED N REWIRED 9- PAST Y LATE PIPE SIZES ARE xWS1RY S:ANOARDS. ��/ .dIIII IIIII��IIIII�iII \ (� FABRIC 9 GA CORE ORE 117E 2- NESN. CONFORMNG TO AS1N-A391. t TITS- uU11-LOCKING DEVICE 'IO)FC,) ALL PIPE TO BE 11/1- QALY (HOT DU', ASTM X120 MADE A S e ) AL GALE RAVES SHALL BE AELDED. POMTS ASHOULD Nc mctt£N t}(AN PDD([ 9. DRAINAGEWAY INSTAL AT(ON ^ 5 ) 'V BE WIRE' MINIMUM 1T GA GALVANIZED 1.11 AT POSTS AND RAILS 12 GATE DIAGONAL GALVANIZED STEEL 1 1/2- PIPE ALL WELDING SHALL 3E COATED WITH (3) CHITS OF COLD GALVW "I. ( (FRONT ETEVATTON) A SINGLE MAP O FABRIC TIE AND AT TENSION ORE BY HOG 5. ALL OPEN POSTS SHALL HAVE ENO -CAPS SILT FENCE RINGS SPACED YAK. 21' NOIRVALS. GATE FRAME RACE,1 5/B- DIAMETER. 'tI3 SCP_ vl i 7 O IENSHON ORE: B GA. GAIv,AHH2E7 STEEL �. OSTRETCHER BPR. I TD' -O' NM MIN. G GROUND � I I�`I,F�] �PAVEMENTY EXISHNPAVEM A—\„ nl —I : 1 -12 DF tRUSHEO NPRAP Z MOUNTABLE—" CLASS IA FHLFR:IDIH- RERM (OPNOxAL) r S:QF ELEVATIOPJ —1�--- T 0 9' N NIMUNI I COVER I ]O MIN. T� SECTION A -A roor p ^OARSE — GG�GAiC o ( I V— I II WOOD FENCE -�\\ I / �a O CRIISIHER RLN/ABC 1 12'-0' (ACCESS ROAD) ] I 6'-0• (DITCH) ! SSC / 2A' Step _Y \ �N .\ ... i'. HDPE PIPE COMPACT RACKALL TO 85S SID. "-' CULVERT 'ITS ! EXISTING 1 iK I ,. Y-i'.�;..ds-. 1 8 PROCTOR MAK DENSITY SE TIW A -A :%STING. WOUND �I N MIN. AVEUEHi I A LINT OF �'�-.. �: ILS -\\ \., _ 57 STONE— SURFACING EXISTING GRADE I �A \ \ \ \ \ = 1 \ �.. \ \ - L ,,, PRONG MRAAI -DOES: N TNC END A THE MPC M .VL'hPE 1. RIRPRAP ISCHAR EXTEND W 90TH X SL OF THE 1 AN AND HEIGHT AT SNE DISCHARGE OUTLET AT A MAK ROPE O L1 AND A MOGMi NOT LESS THAN PING -THIRDS THE PIPE T- E - I MOST EXTEND FULL NO1H O NGRE55 ARD EWES$ OPERA'IO9 SDOX ORE SODX OR APPROVED EQUAL DIAMETER OR CULVERT HEIGHT. PLAN VIEW =' CONIRAC(OR SHALL INSTALL A TEMPORARY ACCESS 80,10 WHICH 1 THE SHALL BE NO OVERFLOW FROM THE END O YORE APRON TO 111E SURFACE O THE RECEIVING CHANNEL L \ `�\ \' �.. \�:��� SHALL BE UTILIZED MNTIL HEAVY CONSTRUCTION WORK IS COMPLETE. THE AREA TO BE PAVED DR RIPRAPPED SHALL BE UNDERCUT SO THAT THE INVERT OF .HE APRON SHALL BE AT THE SANE WAGE (FLUSH) Mtn THE SURFACE O THE RECEIVING CHANNEL THE APRON SHALL HAVE 4 \ _... \ ME CONTRACTOR SMALL MEN INSTALL THE ACCESS ROAD PER DETAIL SFOAN ABOVE O11OF OR SDE COAL A7 YORE DOWNSTREAM ENO. 15 -D -NIRAFI SOON 11 IEUPOtARY ACEs a0A0-tlOIE$' 3 THE INH OF THE END OF THE APRON SHALL 9E EWAL TO THE BOTTOM NDIH OF 'HE RECEIVING CHANNEL Cx:SRNG GROUND, -COMPACT SUBGRADE AND SURFAUNG To'MAX. REAR AND WLB TME UM115 OF THE TEMPORARY ACCESS ROAD AND REMOVE MAXIMUM TAPER TO RECEIVING CHANNEL 5:1, DRY OENSTY ID PRODUCE UNSUITABLE LOOSE OR SOFT SOL ORGANIC MATERIAL OR RUBBLE TO FIRM SUBWADE. A. ALL SUBGRADE FOR STRUCTURE i0 BE COMPACTED TO 95X. W GREATER •- - - - -- -'� - AN UNnEUVNG SURFACE FHLL, UNDERCUT AND COMPACT MATERIAL IN LAYERS NOT EXCE"ING 8 :NCiHES'N DEPTH = I FILTER CL0:4 —'/ 1 SEI. iI(,N A - A -DTE: (EASE AREA SHALL BE CLEARED AND U88BEO REMOVE ONSMTABLE LOOS( OR SOT SOIL TO PUCE OF 57 STONE AND PROOFROLL IF TEMPORARY ROAD REQUIRES STABILIZATION. ACCESS ROAD: FILL, UxpERCUT AND COMPACT WAVEY ACCESS ROAD UP 5 THE ?LAGNG OF FILL, OTHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL NOT BE ALLOWED NO SENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON MLL BE PERMIITO o' ORGANIC MATERIAL GRA E RUBBLE ID FIRM WALK. TILL UNCERWT AND COMPACT CI BELOW ;IN SIR GRADE PUCE A NR 500% SOL STANLIZATIQY FABRIC ON SUBCRADE. TO 5 BELOW FINISH WADE PLACE III 500X STABILIZATION 6. TO FIC' AIH 6- OF AASHIO 51 STONE f0 FINISH WPOE FABRIC ON SUBGRAOE. PMLL TIGHT AND STAKE 1x PLACE. PLACE AND COMPACT 6• DEPTH OF CRUSHER RUN/ABC TO FINISH GRADE _ STONE CONSTRUCTION ENTRANCE, SITE COMPOUND SURFACING DETAIL, ACCESS ROAD DETAIL %51 CULVERT DETAIL r-6-'\ SCALE N.T.S - C-1 SCALE. 40T TO SCALE L-3 SCALE: NITS C-3 SCALE. 1/16-=1'-0• L-1 a entrex GOFT1—ni—tion -i-. i. 1575 Eye Street, N.W. Suite 350 WASHINGTON, O.C. 20005 PHONE: (202)408-0960 FAX: (202)4084961 SUBMITTALS DAT DESCRIPTION 03 -Oa -OS 90%-ONSTRUCDON 54-11 -95 95% CONSTRUCTION I i i 'cin gular WIRELESS rQ�Q� WF PROJECT N0: 1086 07.3 DESIGNER: W.A. ENGINEER: C.G. SCALE - 0 Buuu GRAPHIC SCALE IN INCHES ARMEL 1713 281 TADPOLE LN. WHITE POST, VA 22663 TI T! E: CIVIL DETAILS SHEET NUMBER: C-3 entrex communication =e,-ic—, ,n 1575 Eye Street, N.W. Suite 350 WASHINGTON, D.C. 20005 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS 3AIE OES' DIN o-5-05 9CL :91SL2UC ilON _-_ 04-11-05 ! 557 DNS-MVIM "cingular WIRELESS PRO.'ECT NO: 1086.073 DESIGNER: W.A. ENGINEER: C G SCALE: D 1/2 1 FlT..Y1 GRAPHIC SCALE IN INCHES ARMEL 1713 281 TADPOLE LN. WHITE POST, VA 22663 TLE: CIVIL DETAILS SHEET .NUMBER: C-4 �a entrex COmmUnRCation 5¢rviC¢5, inl 1575 Eye Street, N.W. Suite 350 WASHINGTON, D.C. 20005 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DAM GESCRIPTtON REV - BS -OK -OS BOE. ZoNsNuCDON 04-11-05 95Z CONSTRUCTION >EAL. -cingular WIRELESS PROJECT NO: 1086.073 DESIGNER: W.A. ENGINEER: C.G. SCALE: 0 f2 1 I+�uu GRAPHIC SCALE IN INCHES ARMEL 1713 281 TADPOLE LN, WHITE POST, VA 22663 TLE. - CIVIL NOTES SHEET NUMBER: C-5 PERMANENT SEEDING EARTH EXCAVATION NOTES SITE SPECIFIC SEEDING MIXTURES FOR APPALACHIAN 1 MOUNTAIN AREA I. EKCAVA;ED MATERIAL SHALL BE USED AS RACKFILL WHEREVER POSSIBLE. 3ACK. ;: MATERIAL SHALL BE OF A OUAUIT7 SUIFABLE EG ME ENGINEER AND FNE OF EXG,SS MINIMUM CARO LAWN i0'Al LBS. PER ACRE - ORGANIC MATTER AND BOULDERS CONMFRCIpI OR 4ESCEN Tw'_ 200-250 SES. 2. BACKFILL SLO^PES SHALL BE STEPPED JR SERRA10 AND PROCEED IN SIX 15) ARIL SENTUCKV 31 QR -URF-T-PI TALL FESCUE 90-1p3'n LIFTS P ROVEDPERENNIAL RYEGRASS ' 0-10]. T EYERACH LASHALL BE COMPACTED BY MEZ-ANICAL TAMPERS JR DOER APPROVED MEANS FO NINETY-FIVE f9S) :.RCENT '3F MAXIMUM DENSITY TOR GEVEtOPED AREAS, KENTUCKY 3LUEGRASS O-UU7. AND NINETY (00) PERCENT MAXIMUM DENSITY =0R UNDEVEiCPEO AREAS AS NIGH VAIN'ENANCE _AWN MEASURED BY AA.S:H.TO. F-09 4. COMPACTION WESTING SHAU BE MADE BY AN OWNER APPR.CVED MAIEMALS ESRNC MINIMA OF THREE (3) UP -0 FIVE F5) VARIE'ES FIRM .0 ME RESULTS SHALL BE %RIAITTED 3Y RHE CONTR?C'DR TO THE DESIGN ENGINEER FOR APPROVAL TESTS SHALL 3E 1ONOrCTED AT THE RATE OF ONE TEST OF BLUEGRASS FROM .APPROVED ::ST FOR JSE IN VIRGINIA 125 LBS PEP. 50 CY OF FL, OR 2 TSI& PER FILL ARF' VMICHEVER H5'REA'MR- GFNFRAI SIOPF (I 1 'IR .- 5. THE 3ACKFILL SHALL BE PROPERLY GR'OEO IS REND MTM NE EXISTING GROUND AND DRAIN PROPERLY <ENTUCKY 31 FESCUE 126 L85. RED TOP GRASS 2 AS NO_771 SEASONAL NURSE CROP " 20 LBS. I MI75 .)F DISK RBA.NCE. SET LMIT 5'-T FROM OUTSIDE OF ALL PROPOSED GRADE :4413. 2 SILT -ENCE: SET DLT FENCE 5-O• FROM ALL PROPOSED GRADE DNES ISO LES. 3 CONTRACTOR TO ROTE TO APPLY. GRANGE SAFETY AROUND ALL TREES AS LOW MAINMNAK-1 ADPF_ (STEE°=R THAN 3:I) SHOWN IN PLAN. AO.AIIST Sl-, FENCE AS NEEDED TO ALLOW FOR SAFETY RNCE KENTUCKY 31 FESCUE !OB LBS RED TOP GRASS 2 LOS. GENERAL EROSION AND SEDIMENT CONTROL NOTES SEASONAL NURSE CROP •• 20 LES IYROWNVETCH ••' 20 LOS. 1. UNLESS 91HERMISE INDICATED. ALL VEGETATIVE AND STRUCTURAL EROSION AND 150 LOS SEDIMENT CONTROL PRACTICES A U BE CONSTRUCTED AND MAINTAINED ACCORDING 70 LATEST STANDARDS AND SPEOFICA10V5. FOR SEDIMENT AND EROSION CONTROL. PERENNIAL RYEGRASS WILL GERMINATE FASTR .AND AT LOWER SC;L TEMPERATURES THAN Z THE CONTRACTOR SHALL APPLY PERMANENT OR IENPDRARY SOA STABILIZATION TO FESCUE. THEREBY PROVIDING COVER AND EROSION RESISTANCE FOR SEEDBED ALL 3E4UOEB OR OSMRBED AREAS *MIN 7 DAYS AFTER T!NAL :FADE 6 REACHED ON ANY PORTION OF THE SITE- SOL STABILIZATION MUST ALSO SIC APPLIED i0 •• USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATES BELO'N: DENUDED OR DISTURBED AREAS WHICH MAY VDT BE AT FINAL GRADE BUT MICH WILL MARCH, APRIL THROUGH MAY 15T4 ANNUAL RYE REMAIN UNDISTURBED FOR LONGER THAT 30 DAYS. SOL STABUZAPON MEASURES INCLUDE VEGETATIVE ESTABUSHMENi, MULCHING, AND THE EARLY APPLICATION OF MAY I6TH THROUGH AUGUST 151H TEXTAR MILE? GRAVEL BASE MATERIAL ON AREAS i0 SEE PAVED. AUGUST 161H THROUGH SEPTEMBER, OCTOBER ANNUAL RYE 3. ALL SEDIMENT AND -- 7R0I MEASURES ARE TO BE P AFFD PRIM TO OR AS THE NOVEMBER THROUGH FEBRUARY WINTER RYE FIRST STEP IN -AMD DISTURBANCE. 4 THE CONN CION SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY "' IF FLAiPEA IS USED. INCREASE 10 30 175./ACRE ALL LEGUME SEED MUST SEE PROPERLY AN AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS :NCCULAIEO. WEEPING LOVEGRASS MAY ALSO SEE INCLUDED IN ANY SLOPE OR LOW -MAINTENANCE TO MAN IN REE EFFECIVENESS OF THE ER090N CONTROL DEVICES AND CLEANUP A ENE SEDIMENTATION ARE ME RESPONSIBIUTY O ME CONTRACTOR NO SHALL MI%U?RE DURING WARMER SEEDING PERIODS: IDD 10-20 95./ACRE IN MI%ES. BE MADE IMMEDIATELY 1..TOPSOIL+NG 5, THE CONTRACTOR SHALL UNIT SITE ACCESS BY CONSTRUCTION 'VERGES 10 ENTRANCES PROTECTED BY A STONE CONSTRUCTION ENTRANCE OR AND APPROVED - WHERE TOPSOIL IS REQUIRED ON ADVERSE SOIL CONDITIONS A MINIMUM OF 4. OF TOPSOIL COMPARABLE CONTROL MEASURE SEDMENT SHALL RE REMOVED FROM PAVED AREAS SHOULD THE TOPSOIL SHOULD CONTAIN A MINIMUM OF 35% FLUE FRAMED MATERIAL (SILT ON A DAILY BASIS AND CLAY AND 15% PLUS ORGANIC MATTER.) 5 STOCKPILES OF SOL AND OTHER ERODIBLE MATERIALS SHALL BE STABILdCD OR 2. LIME AND FERNJ7ERS PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE CONTRACTOR IS RESPok98LE FOR ME TEMPORARY PROVE 70N AND PERMANENT STABILATION FOR STOCKPILES A. LIME - APRIL PULVERIZED AGR!CUTURE GRACE LIMESTONE !90 L95. 1000 5F OR / ) ON SHE AS WELL AS FOR MA ORALS TRANSPORTED FROM TOE PROJECT SITE EQUIVALENT Ai THE RATE OF 2 TONS PER ACRE. 7 ENE CONTRACTOR SHALL MONITOR AND FAKE PRECAUMDNS TO CONTROL DUST, B FERTWZER - TOM LOS PER ACRE OF 10, 20, 10 ='ERTIL,-ZER OR EQUIVALENT- F DOLS INCLUDING (BUT NOT UNITED 70) USE OF WATER, MULCH, OR CHEMICAL DUST ARE UNIFORM, IT 1S DESIRABLE TO HAVE LIME FERTILIZER RECOMMENOAUONS BASED ON ADHESIVES AND CONIROL OF CONSTRUCTION SHE TRAFFIC, SOL TESTS 9 EFFLUENT SROM OCWATENING OPERATIONS SHALL BE FLTEAED OR PASSED THROUGH 1 MULCHING AN APPROVED SEDIMENT MAPPING VENICE, OR BOTH, AND DISCHARGED M A MANNER MAI DOES NOT AOVERSELY AFFECT ADJACENT PROPERTIES WETLANDS, WATERWAK A. MULCH -MULCH WITH ANY ilF NE NATLRIALS LISILD 9ELOW AND AT THE RATE NOICAR:D- OR THE STORM DRAINAGE SYSTEM SPREADING SHOULD BE UNIFORM AND AT A RATE THAT PERMITS NO MORE THAT 25/502 9 ME CONN CIOR 15 RESPONSIBLE FOR WSTALLADON AND MAINTENANCE OF ANY OF THE GROUND SHOWING THROUGH ME MULCH. ADDITIONAL CONTROL. MEASURES NECESSARY TO PREVENT EROSION AND T MULCHING IS REQUIRED ON ALL SLOPES EXCEEDING 25% SLOPE SEDIMENTATION AS DETERMINED NECESSARY BY THE PLAN APPROVING AUTHORITY 1. STRAW i TO 2 TONS DEPENDING ON SEASON AND METHOD (P APPLICATION 2 TONS HO 7EMPGRARY EROSION ANO SEDIMENT CONTROL MEASURES ARE 407 TO BE REMOVED UNTIL ALL DISNUSED AREAS ARE STABIUZEO. AFTER STA6UZAPON IS COMPLETE, 2 W000 FIBER1TO LS END LBS PER ACRE ALL MEASURES SHALL BE REMOVED MMIN W DAYS TRAPPED SEDMENT SHALL BE SPREAD AND SEEDED. 4. MAINTENANCE A. IRRIGATION - IF 501L MOISTURE IS OEPCRNT. SUPPLY NEW SEEDING AND PLANTINGS M14 STORMWATER MANAGEMENT SUMMARY ADEQUATE WATER FOR PLANT CROWN UNTIL THEY ARE FIRMLY ESTABLISHED. STORM WATER CALNLATIONS B. REPAIR - INSPECT ALL AREAS FOR PLANTING FAILURES AND MAKE NECESSARY REPAIRS. LOCATION: FREDERICK COUNTY, VA REPLACEMENTS AND RESEEDING WITHIN THE PLANTING SEASON IF POSSIBLE DESIGN RAINFALL: 1 YR - 2A HR: 25• INCHES 10 N - 24 WE 4.9' INCHES C LIME AND FERTILIZER SHALL BE APPLIED UNDER A REGULAR PROGRAM THAT IS BASED ON DRAINAGE AREA 1 DRAINAGE AREA 2 SOIL FERTILITY TESTS AND ON THE USE AND GENERAL APPEARANCE OF THE VEGETATIVE (FROM TOP MAP CALCULAP,ON PACKAGE) (FROM FOP MAP CALCUUION PACKAGE) COVER DURING SUBSEOU'ENT GROWING SEASONS SITE DRAINAGE = 1.63 AC 97E DRAINAGE = 1.66 AC COVER = WOODS, GRASS t GRAVEL COYER = MOWS, GRASS E GRAVEL CURVE / AS yRVE F 55 PLANTING OA'.ES SP -' S SEEDING RATE TUBS /ACRE! ON = 2.23 IS C. = 2.27 CFS V. = 578 Fl /SEC V. = 379 FT/SEC SEP:- 1 - FEB 15 50/50 MIX O ANNUAL REYGRASS 50 - 100 0. = 3.1 FT. D. = 0.71 F7. (ULMM MULTI-FL'JRUM) R CEREAK (WINTER) RYE ?IRO CCT JISINLBED SITE AREA. _'8,588 SF = Od9 AC ISECALE CER_ALE) NEW IMPERVIOUS AREA: 10.531 SF = DZA AC FEB- 15 - RPR. 30 ANNUAL RYEGRASS 60 - :00 (LQLUM MULTI-FLORUM) MAY 16 - AUC31 GERMAN NIL LT 50 (SETARN ITALICA) CIRCULAR OR A DESIGNATED REPRESENTAIVE WILL MAINTAIN STORMWAER MANAGEMENT. MULCHING A SEEDING MADE:N FALL FOR WINTER COVER AND DURING MOT DRY SUMMER MONTHS SHALL BE MULCHED -N ACCORDANCE WITH MULCHING; STD. 4 SPEC 335 OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD CDMOV 1992 MAIN TFNANCf A. IRRIGATION - IF SOL MOISTURE IS DEFICIENT. SUPPLY YEW SEEDINGS AND PLANTWGS WIN ADEQUATE WATER FOR PLANT GROWTH JNPL THEY ARE FIRMLY ESTABLISHED_ 8. REPAIR - INSPECT AL AREA FOR PLANTING FAILURES AND MAKE NECESSARY REPAIRS �a entrex COmmUnRCation 5¢rviC¢5, inl 1575 Eye Street, N.W. Suite 350 WASHINGTON, D.C. 20005 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DAM GESCRIPTtON REV - BS -OK -OS BOE. ZoNsNuCDON 04-11-05 95Z CONSTRUCTION >EAL. -cingular WIRELESS PROJECT NO: 1086.073 DESIGNER: W.A. ENGINEER: C.G. SCALE: 0 f2 1 I+�uu GRAPHIC SCALE IN INCHES ARMEL 1713 281 TADPOLE LN, WHITE POST, VA 22663 TLE. - CIVIL NOTES SHEET NUMBER: C-5 TOP OF !OXER—IROPOSED CIRCULAR 290.0' AVTNNAS, SEE i/S-• 1 Q OF ROPCSEJ ANTENNAS U�I IS PPESEV: - ] EACH SECTOR) rd -'98.7 I (3 �INRE - I EACH SEC:D7) FITURE AN NNA$ %UtURE ANT NNAS ^ TALK ANIENNAS I i � I I I —PROPOSE) 9' HIGH AS° CHAIN ,NK FENCE. j ; I SEE 2/C-3 I _ GRAVEL COYPDUND I SURFACING SEE 4/C-3 I i il. GPS— ' ANTENNA, SEE luTURE 1 CARRIER PROPOSED of f IICE3RNGE �I ISEE 3/S-1— i "I I - PROPOSED :1-6SN1'I ?I I+ CNGILAR 5 SNFL?ER, SEE SHE_ S-3 —, PROPOSED 190' j YONOPOL PREP ED 190 ,A 5'-D. NOxoPO E i E R CARRIER i I I 1 I ---- MI PROPOSED ECAL 5/S-1 FRAME, SEE 5/$-1 I II F._.— .—.—._._._._._I._. I I GENERATOR PLUG PROPOSED SRRONGxfiL 4 DOK. SEE 5. ] t �--�r-�I 1 [l I I L .- _ _ _ _ _ _ _ — — _L PROPOSED _ !CEBRgGE •� PROPOSED R FT. —PROPOSED GPS i I NIGH CHAIN lilYA - —PROPOSED FENCE TRIER PROPOSED VNDERLROUNC \ / I \\ I GxGILAR CSI SHELTER IR °'I a-0 PORER AND TELCO LmES—% A_I IROPOSEO 2 PROPDSEO L __. I GRWNO LEVEL AC_E55 ORI4E -- RT.. EL. 0.0 COMPOUND LAYOUT PLAN MONOPOLE ELEVATION E, SCALE: 3/T6 = t-0- - SCALE: 3132 -=V -D` IRDExOR]N f/ a �omm��I��tioR =erv,��s. 1575 Eye Street, N.W. Suite 350 WASHINGTON, O.C. 20005 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS "T pESCRPTIOH I REv. OrDA-05 90f. CONSIRU[RRM I OC -TI -J51551, CONS71IUCiiON singular WIRELJ SS ` ` wF`f PROJECT N0: 1086.073 DESIGNER: N. A. ENGINEER: C. G. SCALEE 0 12 GRAPHIC SCALE IN INCHES ARMEL 1713 281 TADPOLE LN. WHITE POST, VA 22663 TITLE. COMPOUND LAYOUT AND MONOPOLE ELEVATION SHEET NUMBER: A-1 STRUCTURAL NOTES iI OEiiGN REQUIREMENTS PER (WON 2A 2 STAWITH BALDING CODE AS 10 --If 2003 OC BY IRE 'ISEC (WITH 2062 RDTHBAMENDMENTS) MRI) ROSS REERENGE !0 DEE 7900 BC AND THE ASCE 7-98 STJ,NOARD. THE ?ANC WAX) $PEED i SBC. D FOR DESIGN :S 3D NPM (3 SECOND GUST) IN ACCORDANCE MM ME L'SBC. 2 INi^,RNAPON S+.OWN ON THESE DRAWNGS WAS OBTAINED BY'FIELO MEASURE- MENT Aup ERON Tr- EXISING STRUCTURAL DRAWINGS THE GENERAL CON- I TRACTOR SHAD. VERIFY AL_ EXIST'•NG CONDITIONS AND WONT ME ARCHITECT/ EIDNEER OF ANY-OISCREPANOES PPIOR TO ONOEMNG MATERIALS OR PROCEEDINGMM CONSTRICTION. I 'HF GENERAL CONTRACTOR AND AS SUBCDNSILTANTS SHALL BE RESPONSIBLE i FW OBTAINING ALL PERMITS AND :NSP' TRANS WHICH NAY BE RECLINED ;OR THE WORN_ A. STP,I TURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE RISC S?EC:EICATIONS EOR STRUCTURAL ITLET, BUILDINGS - ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN INCLUDING THE COMMEN i ANY AND THE AISC CODE OF STANDARD PRACTSE A. SR. CORAL STEEL PLATES AND SHAPES SHALL CCNFORM TO ASTM ADS. ALL STRUCTURAL STEED PPP SHALL CONFCRM TO ASTM A53 :RACE B. A. STRUCTURALITELL TURING SHALL CONFORM TO AS -M A50D GRADE B ALL STRUCIURAL STELE! COMPONENTS AND rABFOCATEO ASSEMBUES SHALL RE NOT DIP GALVANIZED AFTER fABRICATION. 6 WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIEY 1(AWS) 121 96. STRUCTURAL MELDING COD -Si EL NEED ELECTRODES SHALL OF E70xx_ MRA STRUCTURA FASTENERS FOR ANTENNA SUPPORT ASSEMBLIES ALL THREADED L SHALL CONFORM TOL ASTM X307 DR ASTM X36 ALL STRUCTURAL FASTENERS 125, FOR STRUCTURAL BE CRANING SHALL CONFORM 10 ASTM X325. FASTENERS SHALL LU ED INCH MAN. DIAMETER AN 3EALL -- TYPE IrASTNERS. NOMMECTOYS H THREADS HERUCSH L THE SHEAR PLANE LESS POSED AS'E ERS, I NUTS AND WASHERS SHALL 9E GALVANIZED 12E0 UNIESS OiIN UNLESS NOTED MISS OE EXPANSION ANCHORS SHALL C HTE KAI BOLTS STAINLESS OSTEO WISE NOTED. ALL ANCHORS INTO CONCRETE SHALL BE $TAHJL S$ $'EEL. 6 ALL COA%IAL CABLE CONNECTORS ANO TRANSMITTER EDUIPMENI N_ LL 9E AS SPECNIED BY THE OWNER Ano IS HOT INCLUDED N N EC CONSTRUCTION DUpiMENTS. ELSE CONTRACTOR C SHALL FURNISH ALL CONNECTION HARDWARE RECN REO TO SECURE THE CABLES. CONNECTION HARDWARE SHALL 9E STAINLESS STEEL. 9. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH. CONTRACTOR SHALL SMALL VERIFY NORTH AND INFORM ARCMITECT/rHUREER OF ANY CTSCREPANC- BEF111 SI RIING CONSTRUCTOR 10 SIRLCTURAL DESIGN LOADS - GROUND SNOW LOAD = 30 PSF - BASIC WIND SPEED = 9OMPN ( 3 SECOND GEST ) :1, ALL CAST N PLACE CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE W18L THE REQUIREMENTS OF ACI 318 AND ACI 301, AND SHALL HAVE A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 3000 psi (U.ON). CONCRETE SHALL BE PLACED AGNNST UNOISTURR© SOIL UNLESS OTHERWISE NOTED MWIMUM CONCRETE COVER FOR REINFORCING STEEL SNALL BE 3NNIS UNLESS OTHERWISE "01111 12 CDNCRETE SHALL BE A TO 5S AIR ENTRAINED 14. NE CORIRACTOR SHALL OBTAIN 2 TEST CONCRETE CYLNDERS PER RUCs LOAC TEST RESULTS Of 7 DAY AND 2E OAT BREAKS SHALL BE FURNISHED TO THE ENONEER IS, ALL REINFORCING STEEL SHALL CONFORM TO ASTM 615 MADE 60. DEFORMED BILLET STEEL BARS, WELDED ARE FABRIC SHALL CONFORM TO ASTM A185- 16. EXISING SOIL CONDITIONS AT SITE SHALL RE VERIFIED PRIOR TO CONS -RUCTION AND ALLOWABL SOIL BEARING SOL BEARING CAPACITY SHALL BE CONFXRMED TO BE 300D IS, MINIMUM. ;1. NO WELDING. CUTTING OR DRILLING SHALL BE PERMITTED ON STRUCTURAL STEEL MATERIALS ONCE GALVANIZED. !8. ALL FIELD CUTS OF NDN STRUCTURAL MATERIALS, WAVEGU!DE SUPPORT CHANNEL UAWSTRUT, KENOORF, ETC. AS WELL AS ALL DAMAGED GALVANIZING SHALL BE TREA70 WITH TWO COATS OF CARBOMASTIC 15. gyp\ a N! — PROPOSED AGH —FUTURE C':NGULAR PROLE ANIVNA..V ANTENNAS. SEE MOUNTING PLATFORM )` SCHEDLIE —PROPOSE) CIRCULAR ANTENNAS, SEE SCHEDDLE 1 A� \ —.LILT I �I ,A MICROF;ECT 42961 —PROPOSED GPS \ l SPI.`.: KIT ANTENNA MOUNTING LAYOUT IN rPRPDSEO -r-5- .CNG O/A SCAM_ 1/Z =T-0" �/ O TRUE NOftiH —uICROFLECT 93DL3 MICROFLEGT 33010 STEEL 'IPE CAP SUPPORT ARM ANTENNA CABLES—/I CABLE HANGER BRACKET. SEE ioI 41CROFLECT 83DIS RE BRIDGE SUPPORT POST I r!AASn GRADE r ; : I I . I 3I ca.'czE1c ' �� FOUNCAI:CN—\ I' -6"A ICE BRIDGE SUPPORT POST SECTION YALE, i =1' -If MICRDFLECT E BRIDGE NAN' FUTURE LI MICROFLECT ! TRAPEZE SUF KIT O i -O" ACOA%IAL CABLES W/ SNAP -M ANCHORS S CABLE D DETAIL s SCALE: 1"=1'-0- E -T 3_u 3•_p GALV STEEL PIPE CAP 17 r-PIODD STEEL UN151RL:, 8'-D" /LNG WITH 1/TW GALA. STEEL u -Ears AND ''-ocK WASHERS —370 SCM 40 P:PE (GALV) _...._....... _.__--. ..-.. .. ; B'-0 LONG. (TV) pI TCDD. ....__.... _......._.. —L 3'x3'xl/1" x A' -D" LONG WITH 1/2"A GALV. STEEL U -BOLTS AND LOCK WASHERS C ...................... (ttP ) 1 LID UTILITY FRAME DETAIL �. SCALE: 1/2'=I_ -D' S -T FOUNOAIION I� entre comm tion Servlc , 1575 Eye Street, N.W. SM1te 350 WASHINGTON, D.C. 20005 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DAR. OESCRIPBCN � RELY E3 -OA DS ROS :OWzzcp DN ! 3W-11 -05 351. CONSTRUCTION I SEAL - singular WIRELESS .74O_ W t - PROJECT NO; 1086.073 DESIGNER: W. A. -NGINEER: C.G. SCALE, RV LI�f..I�S� GRAPHIC SCALE IN INCHES ARMEL 1713 281 TADPOLE LN. WHITE POST, VA 22663 TI TLE STRUCTURAL NOTES, SECTIONS, PLANS AND DETAILS SHEET NUMBER: S-1 —.LILT I �I — PROPOSED MUNOP.OLE MICROF;ECT 42961 —PROPOSED GPS —LINGULAR AN 514X, SEE SPI.`.: KIT :ANTENNA. SEE IN rPRPDSEO -r-5- .CNG O/A I RUN CABLES EP DE %I/S-2h2/S-2SCHEDULE 4. ANTN3TANGLE BRACNG RAIL uDURING PPE I 1 N CABLE NROPOY9 OROPaE— rli a 1 I I I: - III 'I; —PROPOSED HIGH PROlE III I II' ANTENNA NDURING III I PLAWORu ,I ! I � I ) I ; 1 ] j PROPOSED LINGULAR CARLES , )RIP LOOP � _ II Ili. I '�I• III III ' I I ,I 1 I I •I I III HAMPER CABLE >EE SCHEODIE 8 mi 111,_1 COAXIAL CABLE,I t I I SEE SCHEDLLE .t . GRADE I t CABLE PDR" liI II y COAXIAL CAERE HOST I! GRIP ATTACHED i0' Y90LT INSIDE MONOPOLE 0"-O MAX SECTION SECTION 31 SCALE 1/2"=1 -0 - SCALE_ 3/8-1 -0" ACOA%IAL CABLES W/ SNAP -M ANCHORS S CABLE D DETAIL s SCALE: 1"=1'-0- E -T 3_u 3•_p GALV STEEL PIPE CAP 17 r-PIODD STEEL UN151RL:, 8'-D" /LNG WITH 1/TW GALA. STEEL u -Ears AND ''-ocK WASHERS —370 SCM 40 P:PE (GALV) _...._....... _.__--. ..-.. .. ; B'-0 LONG. (TV) pI TCDD. ....__.... _......._.. —L 3'x3'xl/1" x A' -D" LONG WITH 1/2"A GALV. STEEL U -BOLTS AND LOCK WASHERS C ...................... (ttP ) 1 LID UTILITY FRAME DETAIL �. SCALE: 1/2'=I_ -D' S -T FOUNOAIION I� entre comm tion Servlc , 1575 Eye Street, N.W. SM1te 350 WASHINGTON, D.C. 20005 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DAR. OESCRIPBCN � RELY E3 -OA DS ROS :OWzzcp DN ! 3W-11 -05 351. CONSTRUCTION I SEAL - singular WIRELESS .74O_ W t - PROJECT NO; 1086.073 DESIGNER: W. A. -NGINEER: C.G. SCALE, RV LI�f..I�S� GRAPHIC SCALE IN INCHES ARMEL 1713 281 TADPOLE LN. WHITE POST, VA 22663 TI TLE STRUCTURAL NOTES, SECTIONS, PLANS AND DETAILS SHEET NUMBER: S-1 JJlII GPS ANTENNA. SEE 2/S-2 CHANNELit Ep 'CLAMP DRILLED N AMC'[ PR "T SADDLE- T S ANTENNA ROD ALV) T P AI vm__ 10 /A- TE BRIDLELIPS ANTENNA SUPPORT POST 1/16'. HOLES CAqu: -u' VACU Li I RE Le II ANTENNA L2.2. /2' IGALY) 46 G'ROUN'D *RE �COAX GROUND KIT 70 CAM,- "'PM, OR US ON GRODRD aAR ANTENNA SkJPPR' 'RE FNISH GRADE, INCADITE ELEVATION I LOCATION OF ANTENNA MUS, NAVE "1 1. OF SEUTIRNI III AND CANNOT HAME ANY BILDC-6 EXIEDRIG 25X RE ME SURFACE AREA OF A HEMISPHERE AROUND DIE CIPS ANTENNA. Z ALL CPS ANTENNA LOCAPONS MUST 3E ABLE TO RECEIVE CLEAR SIGNALS ICE BRIDGE SUPPORT POST WI GPS DETAIL DRUM A MRINUW OF rOUN (4) SATCULTES VERRY M HANDHELD CPS BEFORE �NAL LOCATION OF GPS ANTENNA, _e SCALE:!'=l -0' s_2 3 THE WELLHE OF ANTENNA AwNr S 2 LOS. 4 GPS AND LAU ANTENNA. AND ANTENNA MOUNT SHALL BE PROVIDED BY OEM FUTURE GPS LMU ANTENNA SUPPORT 2 \ I/ (9 entirex comm—cation services, I, 1575 Eye Street, N.W. Suite 350 WASHINGTON, D.C. 20005 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DAT O"_SCPoPUN JR, 33-04-05 9= CN"BUCTjDx )4 -II -05 951 CONSTRUF ION SEAL: f'.clngular WIRELESS �'N WFL/_ PRO.,[' T NO: 1066.073 DESIGNER: W.A. ENGINEER: C -0 - SCALE. o 12 GRAPHIC SCALE IN INCHES ARMEL 1713 281 TADPOLE LN. WHITE POST, VA 22663 TITLE STRUCTURAL DETAILS SHEET NUMBER. S-2 FOUNDATION PLAN SCALE: 172"=1'-D" S-} —5.6,.29 W WN.6 ;HICK CONC SLAB CONIFdiWNC i0 DVER 5 NIL POLY VAPOR 6" CRUSHED ROCK / ASTM A-185 3ARIOER (N51 STONE)—. -�-- FINISH GRACE 9]PAC 3 xP P_YFELi \- _ \ \ / \ X�, �\ •� 3 680 OR EQUAL— / - - \ Y /8 CRUSHED 1 - C RDC' �. caurnEtE raxoAnaN 2 /SSPLICE 2 -6' 5 REOURFD V FOODNG SHALL REAR ON SOLS APPROVED FOR =0 PST Aul- NABIE BEARNG PRESSURE FOUNDATION SECTION SCALE: = 1-0' - S-3 CLIP ANGLE CCABDNS) AROW F-, SLA8 REINFORCED - IVZriW23 WWF_ SEE A8 EL = 330.60' NISH W/ 1 CHANER PREFABRICATED SHELTER — 3/4-1 5.5. H;LTI EIIPANDON BOLTS (INSTAL W/ TEFLON WASHER) Lo i1 O/B".6" LONG GALVANIZED. �.., (SEE DETAIL) t I a SHELTER ATTACHMENT DETAIL SCALE. 1" = 1'-0" S-1 3" CRUSHED STONE'� a I NOTE: (POSITION STOOP CENTERED N FRONT OF SHELIER DOOR OPENING) CONCRETE STOOP DETAIL < SCALE: Y = i -0" S-3 �I I I -Ir k. —1 I n Lfi A4'YS/B" � (GALVANIZED) CLIP ANGLE DETAIL '-- SHELTER FLOOR I Co entrex �omm�nl�at.o� =ervl�e=. 1575 Eye Street, N.W. Suite 350 WASHINGTON, O.C. 20005 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS I OAT j DESCRIPTIONREv. 1 J3-0/-05 I 30z CM'SIRUCI:DII DaTil-05 95i CONST4uC�lON cingular WIRELESS i = �l yi PROJEC' N0: 1085.073 DESIGNER: W.A. ENGINEER C. G. SCALE 11�V V GRAPHIC SCALE IN INCHES ARMEL 1713 281 TADPOLE LN, WHITE POST, VA 22663 iI F: SHELTER FOUNDATION DETAILS SHET NUMBER: S-3 PREFABRICATED SHELTER — 1/2" NEOPRENE F1LER� 56'a6- ROOD P9 ` 1 CONCRETE SIDOP 1 I 3/9 C ..FFR Gab - 1Y2.9LW29 1/4 /F. SLOPF \ 1 ON EDGES—,, ARE MESH —� L (RROOLI FINISH) — ` I FINISH GRADEr- 3" CRUSHED STONE'� a I NOTE: (POSITION STOOP CENTERED N FRONT OF SHELIER DOOR OPENING) CONCRETE STOOP DETAIL < SCALE: Y = i -0" S-3 �I I I -Ir k. —1 I n Lfi A4'YS/B" � (GALVANIZED) CLIP ANGLE DETAIL '-- SHELTER FLOOR I Co entrex �omm�nl�at.o� =ervl�e=. 1575 Eye Street, N.W. Suite 350 WASHINGTON, O.C. 20005 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS I OAT j DESCRIPTIONREv. 1 J3-0/-05 I 30z CM'SIRUCI:DII DaTil-05 95i CONST4uC�lON cingular WIRELESS i = �l yi PROJEC' N0: 1085.073 DESIGNER: W.A. ENGINEER C. G. SCALE 11�V V GRAPHIC SCALE IN INCHES ARMEL 1713 281 TADPOLE LN, WHITE POST, VA 22663 iI F: SHELTER FOUNDATION DETAILS SHET NUMBER: S-3 TRUE NORIR�-� IG' MALNEnC NORM ORIENAT.ION REFERENCE TYPICAL ANTENNA ORIENTATION SCAR: NOT TO SCALE CABLE SCHEDULE AND R S STEM OESiCN P' -AN It entre C omm�R,�atio� =eLvi�e=. i� SEC -OR ANTENNA D. „ vS:TI„N MAKE MODEL RAC CTR. - (T A3 AZIMUT; CGAX Z Ili. APPROX. LENGTH TAPE COLOR 1 #' KATHREIN-SCALA Art4../17-88C/"940/088D/ADT/XXP 188'- D' 1 5/8" 215'± T.B.D. 1 #2 I Fi; vRE 6 N/A. N/A (CONTRACTOR TD 1 #3 KATHREIN-SCALA APi4ji,7-880/1940/0380/.ADT/XXP 188'± 1 5/8" 215'± T.B.D. 2#1 CONSTRUCTION KATREIN-SCALA Ari 4/17-880/1940/088D/ADT/XXP 188'+ 120' 1 51/8" 215'± T.B.D. 2 #2 FUTURE CONSTRUCTION 3 CONNECTOR 12 I.B-D. 2 #3 KATHREIN-SCALA AP'4/17-880/1940/088D/ADT/XXP 188'± 120' 1 5/8" 215'± T.B.D- 3 #1 KATHREIN-SCALA AP14/17-880/1940/0880/ADT/XXP 188'1 24u 1 5/8" 21,5'± T.B.D. 3 #2 5 FUTURE N/A N/A (CON TRACTOR T.B.D. 3 #3 KATHRE!N-SCALA AP14/'.7-880/1940/O88D/ADT/XXP 188'± 240' 1 5/8" 215'± T.B.O. GPS (MOUNTED ON ICE BRIDGE POST) CONSTRUCTION 1/2" 15 PURPLE 15 FT. # OF ANTENNAS PER SECTOR: 3 (INSTALL 2, RESERVE 1) (2) TOWER MOUNTED AMPLIFIERS PER SECTOR FUTURE LMU ANTENNA NEW EQUIPMENT: YES EQUIPMENT SHELTER: 11'-6" x 20' BILL OF MATERIALS SITE NO: 1713 ARMEL QUANTITY APPROX. LENGTH APPROX. TOTAL RESPONSIBLE ITEM DESCRIPTION (EACH) (FEET ORDERED) (FEET ORDERED) PARTY ANTENNA, KATHREIN-SCALA CINGULAR I A; 14/17-880/i940/088D/ADT/XXP 6 N/A. N/A (CONTRACTOR INSTALLED) 1 5/8" COMMSCOPE CONSTRUCTION 2 COAX CABLE 6 215 FT. 1290 FT. CONTRACTOR COMMSCOPE CONSTRUCTION 3 CONNECTOR 12 N/A N/A CONTRACTOR 1/2" 4 FT. CONSTRUCTION 4 COMMSCOPE JUMPER 6 N/A N/A CONTRACTOR CINGULAR 5 ANTENNA, GPS (TBD) N/A N/A (CON TRACTOR INSTALLED) 1/2" COMMSCOPE CONSTRUCTION 6 COAX CABLE 15 FT. 15 FT. CONTRACTOR 1/2" COMMSCOPE CONSTRUCTION 7 CONNECTOR 2 N/A N/A CONTRACTOR 1/2 8 JUMPERS 5 N/A 48.0' CONTRACTOR LGP2740X TMA -DD -1900 -FB LINGULAR 9 W! H 850 BYPASS TOWER 6 N/A I N/A (CONTRACTOR MOON i AMPLIRERS I I INSTALLED) 1575 Eye Street, N.W. Suite 350 WASHINGTON, D.C. 20005 PHONE: (202)606-0960 FAX: (202)406-0961 SUBMITTALS OA%. OESCR!PLW REY. 03-34-05 i M CnNS1RUCTWN 04—i!—OS 95x LONSiRL'L1!UN L_. singular WIRELESS WFf PROJECT NO: 1086.873 DESIGNER: W.A. ENGINEER- C.C, SCALE: y0 Ilz uV�! GRAPHIC SCALE !N INCHES ARMEL 1113 281 TADPOLE LN, WHITE POST, VA 22663 TIM E -- ANTENNA SCHEDULE AND NOTES SHEET NUMBER: -- S-4 — BOND GAT POST AMAIN LINK FENCE TO GROJRD RAG AT 4 CORNERS ' MGB MAIN GROUND BAR —BGNO NvArdNTS I AIC ASYMMETRICAL WTERRUPT CURRENT NM LUGSIN, C CONDUIT P POLI STAIWISS STEEL BOLTS PHASE DUE ELECTRICAL METALLIC TUBING RMC RIGD METM CONDUIT GFI SO AS) FAULT 'NIERRUPTING S/N SOLID NEUTRAL Imo—GROUND ,EST WELL 1 GPS LVA HLOVOLE-AMPERE VA VMT-AMPERE jj (DETAIL 5/E-4) W WE ANTENNA \ FUTURE DOWN CONDUCTORS J CARRIER FRau EACH CORNER OF HAL, ;ROUND i r 9ON1E0 TO. GROUND RING I - i G CINWLAR '9 SHE, ''ERGROU '- BAR AT T_1 RASE RASE G I G `I I TELCO { j BACKBOARD III �. DN PANEL PIT 2ADV IA 3W BONA ` G (" MONOPOLE / I GROUND RING ao_ FUTURE CARRIER GENERATOR RECEPTACLE r I I i � I OxO1LAR TELCO CABLES N CC 350 Acmes - 14G N i CGNWIAR UDLIIY METERNRDWAY SEE 1/E-2 E(3) 2112P 1126 Al !'C ) __ PSI P— P P P P P P P P P P P_ P_ P� II 7 T— T ..NET ON — BOND SA FRAME. .O GATE. POST CONCRETE PAR BE agE 3 '=') 240V 2P SW S/NA —Y SN 'BOA SERVICE SNITCH DISCONNECT SWITCH — SERVICE ENTRANCE GROUND ROD t TELCO CONOUIT BELOW GRADE FROM UTILITY DEMARGDON (NOTE ?.) !20/240V IW A LEDER N (2) a CCHOUHS BELOW GRACE FROM JTIUTY DEMARCATION (NOTE l)—.40,R' PLAN NDIFc I HAND DIG TRENCHES FOR POWER AND '.ELCO CONDUIrs. 2. _OCAnON O UTILITY DEMARCATIONS 13 BE DETERMINED WITH POWER COMPANY AND VERIZON OE'RESENTATIES AT A SHE ME-�1AG AND WALK. COMPOUND LAYOUT PLAN- ELECTRICAL�c��1 SCALE: I/i = 1'-I] TRUE NORTH ACCESS DRIVE IND RING BELOW CRANIA FIN. -.ED GRADE - MATCH SLOPE AND THICKNESS COMPACTED 9ACKFRL WITH SATISFACTORY NATIVE OR IMPORTED SOIL /;.�ONOSPJRBED SOt UTILITY WARNING RIBBON I'D 9 BAGtFlLL(SAND OR NATIVE SM) PER i TELEPHONE � I 12`%`.�'.- ASTM STANDARDS CONDUIT fi WIN. a POWER CONDUIT (TYR.) SEPARATION DIME49ON TO BE VERIFIED WITH LOCAL UTILITY COMPANY REOUWEMENTS BURIED CONDUIT TRENCH POWER AND TELEPHONE z SCALE'. ,.T S_ E -t ELECTRICAL NOTES TLE ELECTRICAL CONTRACT FCR CONST, UC -'NG THIS PROJECT SHALT. :NCLUOE PROV.MAL O ALL LABOR. MA-ERIALS. EQUIPMENT, TOOLS, AND ADMINISTRATIVE TASKS REQUIRED TO COMPLETE AND MAKE OPERABLE DIE ELECTRICAL 'NS'ALLATIDN SNOW, ON T T ORANNGS AND SPECIFIED +EREIN. OUT NOT LIMITED TO. THE FOLLOWING- OBTAIN AND -PAY FOR PERMITS ASSOGAD D WITH THE ELECTRICAL PORTION O THIS CONSTRUCION. -. TEST. BALANCE MEAN_ AL,UST, AND GUARANTEE ALL El-IRICAL WORK IN 'MIS CONTRACT 10 OPERATE SAFETY, PROPERLY AND Gorvn,uQL'AY GENERAL RECLIREMEN?S PRIOR TO SUBMITTING 810. IS1T n, C 517E TO OETRAUNE THE EXTENT OF WORK REQUIRED TO COMPLETE THE PROJECT AS SHOWN ON 'HE PLANS ;DENIIFY POSSIBLE CONF_IC1S OBSERVED DURING VSIT AND SUBMIT, IN ARITING PRIOR i0 SUBMIf'ING 810. CONQITIOUS WHICH MAY PRE`IEN1 ADDITIONAL CHIP N OF ELECTRICAL WORK AS SHOWN ON '.MESE PLANS: NQ CONDITIONS CHARGE FULL DE ALLOWED FOR PROCESS Of FELT CONOIRCNS VOTE OE.Vi6iEO !HflOUGH THIS PROCESS. I REGULATORY REOLIREMENTS AM SHALL CONFORM TD ME NATIONAL ELECTRICAL CODE (ARTICLE 70 OF THE NFPA), EDITION ACCEPLED BY ME'OCAL AUMORPY HAVING ANTISOC➢OI 2, QUALITY ASSURANCE P. ALL ARK SHALL BE PERFORMED MFH A MINIMUM OF DISTURBANCE TO EXISTING STRUCTURES AND S RRGiND.G AREAS. THE DEVICES INSTALLED SHALL BE PLUMB. EDGL� PARALLEL TO WALLS, AND HAVING NO SORA".HES OR DENTS TAKE ALL MEASURES NECESSARY TO PROTECT NEW -0 "WE": DURING THE COURSE OF CONSTRUCTION. U. MATERIALS SHALL BE NEW AND APPROVED FOR THE INTENDED USE DETECTIVE OR DAMAGED MATERIALS SHALL BE REPLACED OR REPAIRED AS ACCEPTABLE TO CINGUtAR. SUBNITTALS PRO BE RED -LINED 4S -BUILT DRAWNGS DOC;MENDNG EXACT OWING 9F ALL CONOU:TS. 4. WARRANTY THE ELECTRICAL CONTRACTOR SHALL REMEDY, AT HIS OWN EXPENSE. ANY FA1L'JRE OF THE WORK (INCLUDING EQUIPMENT) FOR A PERIOD ON ONE YEAR. TO CONFORM TD CONTRACT SPECIFICATIONS AND DRANNGS. THIS SHALL INCLUDE ANY DEFECT OF MATERIAL OR WORKMANSHIP, AND ANY AOJJSTMENTS REQuMED i0 BE MADE FGR PROPER r NCnGUANG OF THE EOUIPMENT AND SYSTEMS. PRODUCTS I RACEWAYS P ALL WIRING SHALL BE INSTALLED IN CONDUIT S CCNWIT INSTALLED OUTDOORS SHALL BE GALVANIZED RIGD METAL CONDUIT NTH GALVANIZED STEEL THREADER COUPLINGS AND CONNECTORS. CONDUITS INSTALLED INSIDE BUILDING SHALL BE ELECTRICAL METALLIC TUBING WITH STEEL COMPRESSION FITTINGS N- —Ci ON AND PULL BOXES SHALL BE PROVIDED WHERE SHOWN AND WHERE REWIRED TO FACILITATE ME PULLING AND SUPPORT O CONDUCTORS AND CABLES. RACEWAY INSTALLATION R. USE PIPE STRAPS OR INDIVIDUAL HANGERS FOR SUPPORONG INDIVIDUAL CONOUTTS. CHAIN, WIRE. OR PERFORATED STRAP SHALL NOT BE USED TD SUPPORT OR FASTEN CONDUITS. I THE TOTAL RADII OF BENDS IN A CONOUIT SHALL NOT EXCEED 360 INSTALL HANDHOLES AS REQUIRED 9 HANDHOES SHALL BE COMPOSIIE, UL- USTEM MANUFACTURED BY WAZITE/SIRONGWE'L 1. 11'X Ie- SERIES PC 2: 24N 36" SERIES PG 2 CONDUCTORS SHALL BE AWG COPPER. SOLID .HR000I /10 7. SHAT HAVE 500 VOLT THWN/TNHN RISULAIION. 3 METER BASE SHAT BE UTILITY -APPROVED 120/240V to 3W 3DOA METER e SERVICE DISCONNECT SWITCH N- SHALL BE SEWNCE-RATED, 240/120 VOL -S. LOT AMP S. PROVIDE (2) 300 AMP RID %USES HAVING AN ARC. RATING of 2DDIt CONTRACTOR SHALL VERIFY NTH POWER COMPANY THAT THE PAUL: CURRENT DOES NOT EXCEED 200,000 ALC [. SHALL HAVE A NEMA 3R ENCLOSURE 5. ANTI -OXIDATION CNMPOIND SHALL 9E RUNTY -PENETROX-E- OR '.NOMAS & BETTS KOPR-SHIELD. 6. LABELS SHALL BE ENGRAVED I.WACOID PLASTIC HAVING 1/2' HIM LETTERS AND ADHESIVE BACKING ABBREVIATIONS A AMPERE MC8 MAIN CIRCUIT BREAKER AFF ABOVE FINISH FLOOR MGB MAIN GROUND BAR AGB ANTENNA GROUND BAR NEC NA RONAL ELECTRICAL CODE AIC ASYMMETRICAL WTERRUPT CURRENT NTS NOTE TO SCaE C CONDUIT P POLI OG B COAX GROUND BAR PHASE DUE ELECTRICAL METALLIC TUBING RMC RIGD METM CONDUIT GFI SO AS) FAULT 'NIERRUPTING S/N SOLID NEUTRAL GROUND V VOLT LVA HLOVOLE-AMPERE VA VMT-AMPERE XW XILOWATT W WE entre x ca mu,i ,tion services, 1575 Eye Street, N.W. Suite 350 WASHINGTON, D.C. 20005 PHONE: (202)608-0960 FAX: (202)408-0961 SUBMITTALS DATE DESCRIPTION RE,. 0}pA-DS 1 90% CONSTR"B" N -.1 -GS A 35L CZRUCDON , SEAL: 'cingular WIRELESS PRO$CT NO: 1086.073 DESIGNER: A.L.S. ENGINEER: ALS. SCALE: 0 1 2 1 GRAPHIC SCALE IN INCHES ARMEL 1713 261 TADPOLE LN. WHITE POST, VA 22663 nTLE --- ELECTRICAL NOTES, PLAN AND DETAIL SHEET NUMBER: E-1 TJTX,rY-APPRGVEO !20/210, ;A 3W 4004 AFTER — ti.CO RGARO ON 10 W17ER N RECEPTACLE ON CONCRETE PAY I POIWR UNI'MTN UTIDtt DELAARCAT'iONS .VORMAL SOURCE A TCRAL MAIM, 1 I 303A MAIN 3REAKER TRANSFER SWITCH. rvSS, ANO PANEIBOARO / PAVEL PB I Buss'.] wiRfNAY D1. THE:0 !YL'1AG R 4K SHOMu Iu D RST N .07N TJTX,rY-APPRGVEO !20/210, ;A 3W 4004 AFTER — ti.CO RGARO I N RECEPTACLE (I) 2`!,WP RUORCYCM I 3' JilulY-APPROVED UTIDtt DELAARCAT'iONS m. s ccr. s ccr. s CCT. 5 1 OUT SIGN TVA BATERr oAtK 3AP.ERICS 350 —1 !V 32 I Buss'.] wiRfNAY D1. THE:0 !YL'1AG R 4K SHOMu Iu D RST N .07N MNEL - Q 3. LUMMAIItIES ANO NOR :-01CONS lsvc es. P'+DTDC(LLS) l CALVAWZED RMCrS-CE. �i i TClCO RICK, WG NO, AND LROIM 9115 5. PVC SLEEVES :IMgN SHEJER RALS AS IN— 12' i N9RLE SER CEDISCJNNECT d NMX20r.EN MAIM AND WIRMG RLOCK 9. SNDAE AAARM A. AIR. dwCK C)IY SWITCHEMERGENCY5ul-11 2 �2) HVAC UMTS SHALL N MADE CPCRAIIE — TESTED Rt10R -0 CMGMAR EGWYLN- NST—CIN SHELTER PLAN - ELECTRICAL YALE I/2- - i -D" 300A — �?�1MAINE RMCECFNERA TOR RECEPTACLE _ __FOR 350 t,I . (Ac IN4'NIA:ECT (2) FUTURE UDLI(3) SNITCNCS 1 j j SUPPORT FRAME CMA IN—'IDN TO GALVANIZED RMC , 1 1 I 1 1 1 I 1 j I ASIA GRACE (TYRCAL)— I I I I I I 1 I 1 1 (3) 3% 4.1 r NG I I 1 .N i- PVC L___________________________________ ___ _ _ ________ _ __ I__—______ -- ,E CO CABLES IN 1* PSL m "I n UTILITY DIAGRAM 1 SCALE: N.T.S. E-2 CELL REFERENCE LRGUNO RAR — � is, —1c, I TELCO m— i j WILD 9YR0-1 /� I j I 31S I ITS FOG d1S IELm — 1 5 CC 5 CC;. 5 CU. 5 j PANEL PD!o; 41 i MIREWAY z+0/120, IA 3W ]011 SECURED rD SONG —CENC Ce EOMtAW 3/E-2) RECEPTACLE (I) 2`!,WP RUORCYCM ,:Gni sWRa wuwNREs UTIDtt DELAARCAT'iONS m. s ccr. s ccr. s CCT. 5 1 OUT SIGN TVA BATERr oAtK 3AP.ERICS AM N[Am 32 A l S THE:0 !YL'1AG R 4K SHOMu Iu D RST N .07N MNEL 3. LUMMAIItIES ANO NOR :-01CONS lsvc es. P'+DTDC(LLS) i RECLPOfm 4. —1 ND31R i TClCO RICK, WG NO, AND LROIM 9115 5. PVC SLEEVES :IMgN SHEJER RALS AS IN— 12' i AUR CONDIi!DNMG ARS d NMX20r.EN MAIM AND WIRMG RLOCK 9. SNDAE AAARM A. AIR. dwCK I. DRANCN CIRCull I— RE I1I2. R2 -D R 3/+' ENI :1NLESS NETTED UHF.ISE VWRERS AILACEM TO CNIICES -CAT ORWIT VAINER FROM PANEL PO 2 �2) HVAC UMTS SHALL N MADE CPCRAIIE — TESTED Rt10R -0 CMGMAR EGWYLN- NST—CIN SHELTER PLAN - ELECTRICAL YALE I/2- - i -D" RiIMIDE CONNECTION FUSSED 30Y FOR POWER CONDUCTOR SERMINAUON SERIZON - CELL SITE CA31NE% I TELCO RACK --W MI I NNRE RTS TYCO CABINET RIS 5 L] GENERATOR 1 MIT DG I REriPTACLE PANELB}IRY NG ARRT$igtIII y _I /E-+) 14i 121.5 I I ____________J 120/240V 1R 3W FEEDER IN (2) 4- PVC @4 I — sL NDrt z TDR I T— ------- I A "CTRIC41 SART. L,2)7 - AC -2 1 s. JIM EQUIPMENT SCALE SCALE 3/B" - Y-0" E-2 24M 2P 304 SAFETY SWITCH MOuMLO ON Ell 6' W000 ?OST "�31 UTIDtt DELAARCAT'iONS TO 3E DETERMINED By SITE WAUL WITH POWER COUP" AND VERIZON REPVESENTATNES 2112. /I2G RN : C A l S 4" CONDOR WITH PULL LINE FROM TELCO DEMARCATION m I I I I I I I I PANEL PD CAPACITY: 7 kyA. PANEL PD CONNECTED LOAD: 47,7 kyA 41.7 WA K 1.25 = 54 kVA THE CONNECTED LOAD DOES NOT EXCEED PANEL -D'S CAPACITY P.ANELBOARD NOTES I. PANELBOARD: PREMANUFACTURED MODULAR UNIT CONTAINING: o. LOAD CENTER ITRANSFER SWITCH C (2) 370 AMP MAIN CIRCUIT BREAKERS a entrex communication services, in I STS Eye Street, N.W. Suite 350 WASHINGTON, D.C. 20005 PHONE: (202)408-0960 FAX: (202)406-0961 SUBMITTALS DARE DESCRIPTION REV, JS -0/ -OS 3C.. CONSTRI'CT1ON 04 -II -05 . 35S CONSTRUCTION cingular WIRELESS w r 1—y' i PROJECT 40: 1086.973 DESIGNER: A_L:S- ENGINEER : A.LS. SCALE: 0 MM g2 1 !2 GRAPHIC SCALE IN INCHES ARMEL 1713 281 TADPOLE LN. WHITE POST, VA 22663 TITLE: UTILITY DIAGRAM, SHELTER PLAN AND PANELSCHEDULE SHEET NUMBER: E-2 RECTIFImmmER 13 ®®©m® m ®®I ®mI ®mlmwlmm m ©� A �EM® m®Mm��MMMRMMEWM I. -I. RECEPTACLES momm mm �m■m-mm-m •. �Omom mo0- ®MI.m-M®-IM '. PANEL PD CAPACITY: 7 kyA. PANEL PD CONNECTED LOAD: 47,7 kyA 41.7 WA K 1.25 = 54 kVA THE CONNECTED LOAD DOES NOT EXCEED PANEL -D'S CAPACITY P.ANELBOARD NOTES I. PANELBOARD: PREMANUFACTURED MODULAR UNIT CONTAINING: o. LOAD CENTER ITRANSFER SWITCH C (2) 370 AMP MAIN CIRCUIT BREAKERS a entrex communication services, in I STS Eye Street, N.W. Suite 350 WASHINGTON, D.C. 20005 PHONE: (202)408-0960 FAX: (202)406-0961 SUBMITTALS DARE DESCRIPTION REV, JS -0/ -OS 3C.. CONSTRI'CT1ON 04 -II -05 . 35S CONSTRUCTION cingular WIRELESS w r 1—y' i PROJECT 40: 1086.973 DESIGNER: A_L:S- ENGINEER : A.LS. SCALE: 0 MM g2 1 !2 GRAPHIC SCALE IN INCHES ARMEL 1713 281 TADPOLE LN. WHITE POST, VA 22663 TITLE: UTILITY DIAGRAM, SHELTER PLAN AND PANELSCHEDULE SHEET NUMBER: E-2 GROUNDING NOTES ry INsuLArE° Gtax° Mees ARE PROVIDED xt-x cop%uL CABLE -- OtWND K;IS --CDA%IAL CABLE 1 {INSIDE MDNCPOL) 2 WELDS %IEGOWE DRON SW}D .M EA NO7D DMER� CTIONS SHALL BE E(LUGSI TO COAXIAL CABLE 3pJ0 rr BRIAR' 'BOUND IDES 'CEPPRIDGEE .RW 0 BAR` . xp 'SBRIOCc) _ AT "ADI EN2 SHEET C-2) TR :NRPoORRICHIESTAR� ] ALL XP & HAVE _A Vfar AL EO RA ON T NWS SHALL AWITI AT I GiW D MRE fRDM � I I ''� (SEE SHEET � [) THE .DP k NAY£ A Y"RTGL YPARAIgY � � FLAt E'JERr ADD lDNAL M BA W.M) BARS CONNECTION SURA PFOTEC70R WOUND AFT MRE _ _ 11 R/ 1RAIZE KIT I BONDING `_NECINNJS TO ME CE aWDCE SXAL' 3E MADE WIN 2 -HO: 'NOTE '.) ; I I I TDETAIL I/E 4) LLGS .AND /6 GRffx-MSANAIEO COPPER BE S 4l EXTERIOR NOMAD COWN_C11ONS SHALL BE COATED MM GRBWASMC IS AWi COAXAL CA LE S ALL EXTERIOR GROUND Z 00INCINS SHL BE l2 ALN; NULO RNNED BARE GROUND SI15. I COPPER STOr', UNLESS 31HERMY INDICATED _ ) GROUND RWS OPAL 3E CJPPER CLAD STEUl 5/8 CIA ON !G -FT ,WG, GROUND BAR MPH II I GROUND / I I .NiERNAI 'PAID" AND SNALL BE DRIVEN /EaTICALLY . TREAT TOPS IB BELOW •INAL I ITo P :WHIN CURED ' PAR --/ S'�- GcElL ROUND 9ARNCE GROUND GING MADE UR 5" BE:GW fRDS' EIDE UR X1404 }P". $TAiNIiSS STEEL STRAP 8 CDNNECRWS TO ME GRWNO BARS 58AIL NOT BE DOUBLED UP OR I ) I STACKED BACK TD RACK CONNECTIONS ON OPPOSITE SIDES OF ME MWNU PARS ARE PERIMHED, 9 90' REBUS IN ME-AGUANVAG CONDUCTORS S11Al NO1 BE ALIDWED. MAXIM3 II GROUND 'WARE I I '0 EXCEE RESISTANCEDS DF SH COUPLEERF GROUND SYSTEM SNALL NOT I I (2) WOUND AIRES FR^M :ROUND BAR EXCEED 5 OHMS. 1ES11NG 5HM1 RE PERFORMED Al ACCORDANCE WITH I TD GROUND RING P PRD.ECT SPEOFIGTION TER FAC;UY GROUNDING, J51VG ;ALL OF I IN 3/4" PVC u:OED To I POTENTIAL VIENNA. GOWELD GROUND GROUND RING GRWNG WIRE RESISTANCE SHALL BE TESTED PRIOR TO CONNECTING ANY GNGULAR ORE TD PMROUTED To AND ROUTO EXTERIgt 1 GROUND RING AND 90NOE0 TO GROUND ORES TO EXISING RINGS OR AD.N10ENi KETAL Dd.EC?S, BOND TO MONOPOLE I GROUND RING Ii I i I :RADE GRADE NH: ;� W ■ISS I r PHASE 8 BUSS I NEUTRAL BUSS I I ; N 5'FE D 90NMRE°W Y10 CINGULAR SHELTER �12 BTCW 30" BELOW MADE GROUND RANG I I I BOOING ONCJLM GROUND ?ANG 12 RTCW 30" BELOW GRADE I ( I7�pl'R-.D / STEEL NEVA J TO E%;STING ELECTRODE SYSTEM 1 SERVICE PHASE I I BUSSED MREWAY ELECTRODENN51YS1EM - CWWCTORS FRpI I I IS0 12 BARE TINNED SW:O UiIUTY iRAN5Fg7MER E WARE TO GROUND ELECIRWE (/2 GROUND MRE AND 5/8"X BSTEEL GROUND ROD) I — 1 • GROUND WIRING MONOPOLE BASE SHELTER EXTERIOR GROUNDING 2 �W WNDED NEURAL FROM UTILITY TRANSFORMER SCALE' N i S `c-3 SCALE: N T.S. E-] I NU: L FUTURE CARRIERS SH4L 90x0 ME NEVIRpt TO NE SERVICE DISCONNECT L BODING TYPE LOCK NUTS AND BUSHINGS SHALL BE USED OV ANY METALLIC RACEWAYS PER N.E.C. Z5G-22(,,t ILF9RIDGE— GRWM19ANG LUG SERVICE WIREWAY GROUNDING DETAIL 5 Tv t5 FRoM co -AL t6 FROM ICEBRIDCE SCALEN.T.S. E -- f' (DETAIL 2/E-4) j i ' CABLE GROUNDING KITS - - "RO4 CABLE ENTRY PANEL fi1UNG ---/16 FROM GPS � INSL'L4 rOR5 91 GROUNDING KIT MOUNTING BRACKETS UNIeu fNo a HASTRUT FOR !IL,I(pyIJ1J1 INSULATOR A4 -THREAD f BOND AO.uCENi SECTIONS MMI GROUND KITS j / Iy511LATOR /' /. 7 I -I BOND STEEL MOUNT 10 :UDS AND INSULATED (8 ON EACH GdtE L O ..No BAR WITH N2 �$URGi ?RDIEGTCRS I L FOR RIIURE ANTENNA -;PROPOSES, CINGULLR L vovnW z LXX EACH 'BLE /� --- n }1,, 12 DED TO BAR -LT ARAN LOOP — -_ - NEEDED i0 BAR �J •,` -'� BARE R DOWN TO ONWLAR GROUND RINGLL'. GROUND �:GROUND -'C er BAR 4)uPER CABLES20 -+ 3-2 ? / yT\�1 / Y2 WIRE 'ROTA SUPPORT .COFS14 i0 EQUIPMENT CA WE.5 ° T 2• PIPE O GROUND BAR CABLES] ° �,- �' //,, AIR 7ERMOAL I 0° o° - VERTICAL RAR THROUGH o 0 0 0 0 2 MONOPOLE GROUND OfKH SURGE PROTECTORS ! 1 BAF � WI 'FROMINSULATED GRWNO ARE OOSURXED 1A 2-2 WIRE FROM EACH E6 GRULND KIT ORES (lyp,) HOPE FOR MOUNTING r / GROUND RAR TO GROUND fn.,pl1OU 9,,p F GONF'[ !RATION HDUEBRACKETSFOR 'AL BAR 4T MONOPOLE BASE CF1l REFERENCE GROUND BAR CABLE ENTRY I NO GROUND BAR - � GROUND BAR IS PROVIDE ° OTH SHELTER /2 SEEK, TO 2 GROUND BAR IS MOUNTED BELOW CABLE ENTRY PAMEt ON SHELTER E%IEfiOR. 2-3 .`.BOND TANG /2 arc. To NOR: GROUND RING ORIENTATION IVF PLATFORM "RES LAYOUT KNOWN TO PVC SLEEK THROUGH MALL ILLUSTRATE GROUND BAR LOCATIONS AND CGNNECTIOxS {SEAL MM 9LKDNE) CABLE ENTRY GROUND BAR DETAILS COAXIAL CABLE GROUNDING SCALE: ALES E-' PLAN AT ANTENNA i1 SCALE: ]/8•=1'-0• E-3 SECTION AT CABLE ENTRY INTO SHELTER f1 SCALE: N.T S. E-] i v entrexi communication services, in 1575 Eye Street, N.W. Suite 350 WASHINGTON, O.C. 20005 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS OAT DESCRIPTION RE, 03 -OI -05 90S COYSIRUC"ON OI -11-O5 95SCW5TRUCi10N ISEAL: V :'. cingular WIRELESS w PEI Y PROJECT NO: 1086.0i3 DESIGNER: A.L.S. ENGINEER: A-' S. SCALE GRAPHIC SCALE IN INCHES ARMEL 1713 281 TADPOLE LN. WHITE POST, VA 22663 ;FRE: ---- — GROUNDING ELEVATIONS AND SECTION SHEET NLAABER: E-3 VIEW IRON MSIDE LJ ANTERIOR (HAW) II 1 sNwND :TING I. 1 TI/4' OUND NI•S 6) COAXIAL CABLEI I 1 FORE BEND I ...RW AO :NIKES J u-INRE:.O "ClIH. AS ul :-— GROUNDCARL, &4D.DME BAR BELOW I .. OF1 CAflItu1RY NLO SHELTER /2 BCW12 3CW (2 91CW1. REWIFEO (ivFICAI FOR Z) - T� '-NW-URE^_t10NAL I 7L,CE U ?RONDE (2) MOJEJ OL. TER FRER VLRCA AP 'NFWGH WITH INSULARS) j6 f 1 /✓' a� (I I a (2 3TCW I a, CLAS SU ATDRSCH RR y MAPEZE FE-' SSoAS I \ 4 1 y/ L �I II CELL REFERENCE ✓ 1, / arl �HE Y. I PN R. ,ORS AREPED LLM IlF' GROUND WIRE DIAGRAM 2. SCALL R.E5. SUFCE PNDTEc9R DOWN TO EQUIPMENT /T� /2 •NSLIXTED GROUND WIRE 1 L N �•. _4A TCHPLA TE 8 �11;a; I TWO-HOE- C(NNECTOR (TYPICAL) 12 AWG SOLID CDPPE'R WINE - ROD TO OUTSIDE SHELTER AND BONDED TO GROUND RING 4�7jll SURGE PROTECTOR ODEL T16-UC9P-OS T JUWPER TD WPNENT OF (3) VERTICAL RSCOMPRISNC -K3D6U TRAPEZE KIT iF^%IW NQL OF SURGE PROTECTOR IS MOUNTED ON CABLE PORT SIQE OF VERTICAL BAR LIGHTNING ARRESTOR MOUNTING SECTION (VIEWED FROM INSIDE SHELTER) ; 4 SCALE: N.T.S CELL REFERENCE GROUND BAR MOUNT' O ON BRACKETS AIX STAND-OFF :NSUUTORS N• APP40i 3/A• WASHED SID. f Ir I CDAXMt CABLEI I WMPER CABLE L `J t —/—\\ RF CABLEWANEJ �f� \ WEATHERPROOFING KIT \� COAXIAL CABLE TO* X 36' PVC SUL /6 AWG STRANDED COPPER GROUND ARE GROUND KI? PIPE WITH I K T NO AXE, WITH STANDARD GROUNDING SLOTS FOR ARIES - KIT AND CONNECTED TO GROUND BAR NNH: QO 101 INSIALL CABLE GROUND NIT AT A BEND. ALWAYS DIRECT I GROUND FW GROUND KIT WIRE DOWNWARD TO. GROUND BAR `.AUl �(((((ITTT11'�I �jFE'''! COI%IAL DAXIAI -1 CDAXI/ :ARLF I !TM I f I FABLL 11Na �! I A"L- I [IMA GR(NINp j GRWNO I 1 .71WNDI I..CRWN SECTOR SECTOR 2 U -� SECTOR 3 ANTENNA GROUND BAR I ANTENNA GROOND BAR ; ANTENNA GROUND BAR DOUBLE C -TAP RONOING rON.FGlm SEE 9/E-4 HIRED AROUND (NOTE 2) MAXIMUM 1/8• EXPOSED COPPER SHINER NON-DREC!IONAL BONDING CDNxECYON TO ATERION WILD' CROUNO RING NSO.ATED GRWN) WIRE SIZE AS SHOWN ON PUN NON -DIRECTIONAL BONDING TO SHELTER INTERIOR HALO GROUND RING SCALE: Al. ES, E-4 PVC COVER AWG BARE SW:D E ?bTAR /2 BARE TINNED SCUD COPPER ITT NO WIRE BLAMED 30' BELOW GRADE ANTENNA CABLE GROUND KIT DETAIL I GROUND TEST WELL DETAIL SCALE: ALTS E-4 SCALE N.T.S, INTERIOR GROUNDING NOTES I REFER TO 9, TER SHOP DRAWINGS TO VERITY MOUNTING CONNECBONS PRONGED FACTORT-INSTALLED MIH SHELTER, 2. NTORDR GROUND RING ('HALO] IS FACTORY -INSTALLED. 12 GREEN-INOHwED SNANOEO COPPER AIRS. 3 15 BONOING AJMPER ;HALL BE PRONGED TO BOND THE FOLDMNC ITEMS TO THE HALO GROUND RING ¢ METAL ENCLOSURES OF NADO -- PMENT 0. METAL ENCLOSURES OF 'ANELBOANO PD . DOOR FRAME cAC LOUVERS NLcQ Buss IOW RACK A CABLE LA R k CABLE ENTRY PANEL : SURGE PROTECTOR IRAPE2E s/s 4Ui —I-� �S/S LW.A WASHER F_MN-I I GROUND BAR \ `S/S FLT WASHER LABEL-� II --HEAT 5HRINKJ �s/S BOUT LV& u�THi `ALL HARDWARE 5 18-8 STAINLESS STEEL INCLUDING LOCK 'WASHERS. 2ALL HARDWARE SHALL BE S/S 3/8 -INCH DIAMETER OR URGER. 1 FOR GROUND BOND TO STEEL ONLY: INSERT A DRAGON -TOOTH WASHER BETWEEN LUG AND STEEL AND COAT ALL SURFACES WITH ANY-OXIDTZARON COMPOUND PRIOR 13 MAING. LUG DETAIL i 1 SCALE: TO SCALE E-4 �"OTHER AXAL GABLE I I� OUND NI•S 6) COAXIAL CABLEI I 1 FORE BEND I ...RW AO :NIKES J `M< I o� i ul :-— GROUNDCARL, &4D.DME BAR BELOW 1 OF1 CAflItu1RY NLO SHELTER /2 BCW12 3CW (2 91CW1. '9CW INMATES AWC RARE '1NED SOHO COPPER WIRE ED TO GROUND BAR FMA BONDOU 12 3TCW CINGUUP.® BLAME -INSULATED GROUND WIRE :S FRONDED WITH GROUND NGS WITH INSULARS) j6 GRWHO INNG (jo PROVIDE GREEN-INSUTM 16 FROM IMAs 70 GROUND BARS f (2 3TCW PROVIDE GREEN -INSULATED 12 /2 BICWJ 1 9ELQW ANTERNA TO s1rE CELL REFERENCE I . k / PLATDRM WITH NSULATOWS GROUND BAR GROUND WIRE DIAGRAM 2. SCALL R.E5. - ANIENNA CABLE DOUBLE C -TAP RONOING rON.FGlm SEE 9/E-4 HIRED AROUND (NOTE 2) MAXIMUM 1/8• EXPOSED COPPER SHINER NON-DREC!IONAL BONDING CDNxECYON TO ATERION WILD' CROUNO RING NSO.ATED GRWN) WIRE SIZE AS SHOWN ON PUN NON -DIRECTIONAL BONDING TO SHELTER INTERIOR HALO GROUND RING SCALE: Al. ES, E-4 PVC COVER AWG BARE SW:D E ?bTAR /2 BARE TINNED SCUD COPPER ITT NO WIRE BLAMED 30' BELOW GRADE ANTENNA CABLE GROUND KIT DETAIL I GROUND TEST WELL DETAIL SCALE: ALTS E-4 SCALE N.T.S, INTERIOR GROUNDING NOTES I REFER TO 9, TER SHOP DRAWINGS TO VERITY MOUNTING CONNECBONS PRONGED FACTORT-INSTALLED MIH SHELTER, 2. NTORDR GROUND RING ('HALO] IS FACTORY -INSTALLED. 12 GREEN-INOHwED SNANOEO COPPER AIRS. 3 15 BONOING AJMPER ;HALL BE PRONGED TO BOND THE FOLDMNC ITEMS TO THE HALO GROUND RING ¢ METAL ENCLOSURES OF NADO -- PMENT 0. METAL ENCLOSURES OF 'ANELBOANO PD . DOOR FRAME cAC LOUVERS NLcQ Buss IOW RACK A CABLE LA R k CABLE ENTRY PANEL : SURGE PROTECTOR IRAPE2E s/s 4Ui —I-� �S/S LW.A WASHER F_MN-I I GROUND BAR \ `S/S FLT WASHER LABEL-� II --HEAT 5HRINKJ �s/S BOUT LV& u�THi `ALL HARDWARE 5 18-8 STAINLESS STEEL INCLUDING LOCK 'WASHERS. 2ALL HARDWARE SHALL BE S/S 3/8 -INCH DIAMETER OR URGER. 1 FOR GROUND BOND TO STEEL ONLY: INSERT A DRAGON -TOOTH WASHER BETWEEN LUG AND STEEL AND COAT ALL SURFACES WITH ANY-OXIDTZARON COMPOUND PRIOR 13 MAING. LUG DETAIL i 1 SCALE: TO SCALE E-4 �"OTHER MIC PEWS I 1 LMPER PCM ANTENNA `M< I o� i :-— MOUNNG PPF BOMBE) 70 1 ORSONO BAR WITH NNSULATEED 12 I, ED TO GROUND BAR FMA BONDOU COAXIAL :ABL. / ? WITH INSULARS) j6 GRGLRD 41' 1 y 7 I I GRWNO BAR MWN4O 1 9ELQW ANTERNA TO s1rE /s v;vu'ED �Wxo MIRE I . k / PLATDRM WITH NSULATOWS ANIENNA CABLE DOWN TO EQUIPMENT ` /2 •NSLIXTED GROUND WIRE 10 GROUND BAR AT BAY OF MONOPOLE CONNECTION OF GROUND WIRES TO ANTENNA GROUND BAR R� SCALE_ HAS GATE POST GATE FRAME APPLY CARBOMASPC 'S I' PANT OVER CAOWELD i EXOTHERMICALLY WELD /2/0 AT ER iD GAi AND POST /2 TO GROUND ELECTRONS 12/0 FLEXIBLE GAT \ \ SYSTJUMPER EM I\ 1/ ` ) HARGER No. GJX2/024 OR [GOAL, GATE AND FENCE BONDING DETAIL a SCALE NTS C -TYPE COPPER COMPRESSION TAP CONNECTS IW COPPER CONOUCiORS TOGETHER COMPRESSED WITH A HYDRAUE'C CRIMP TOCL. MANUFACTURER: HARDER, INC.. SERIES Cl NO SUBSTITUTES WILL BE ACCEPTED. CTAP BONDING CONNECTION SCALE: N.T 5. \I/ centre m—i"ti— I " in 1575 Eye Street, N.W. S, to. 350 WASHINGTON, O.C. 20005 PHONE: (2D7)40"960 FAX: (202)406-0961 SUBMITTALS DAT DESCRIPTION REV_ 9104 OS 90S CONSTR0"" N-11-05 95% CONSTRC71GN SEAL 1 " 'cingular WIRELESS WF17i PROJECT N0: 1086.073 DESIGNER: A.L.S. El INEER: A.L.S. SCALE: 0 1C GRAPHIC SCALE IN INCHES ARMEL 1713 281 TADPOLE LN. WHITE POST, VA 22663 TITLE. GROUNDING DETAILS AND SECTION SHEET. NUMBER: E-4 I I BILL OF MATERIALS MARK ITEM 0?Y DESCRIP?ION REMARKS I CDNDUT 4'SCHEDULE 40 PVC CONDUIT 3' SCHEDU:E 40 PVC I CONDUIT Z SCHEDULE 40 PVC 1 I CONDUIT I' SCFELUI_ 40 PVC CONDUIT 4' RMC !RIGID METAL CONDI;Ii CONDUIT D' RMC (RGlD METAL CONDUIT) j CONDUIT I' RMC (RGID METAL CONDUIT) CONDUCTCIR 350 k—I AWG 600V THWN/THHN CONDUCTOR /2 AWG BARE TINNED SOLID COPPER WIRE CONDUCTOR 2 A'AG 600V THWN/?HHN CONDUCTOR 1 ANG 6COV GREEN RfHN GROUND WIRE CTINOUC?CR /4 aWG 600V THNN/THHN 1 CONDUCTOR 18 AWG 600V THNN HHN CONDUCTOR 10 AWG 600V SO1D ?HWN/?HHN CONDUCTOR 2 AWC 6WV SOLID THWN THHN I I ^ WIREWAY 12'X 12'X B' STEEL SERVICE WIREWAY I^2, KWH METER BASE 240 VOLT SINGLE PHASE 300 AMP POWER COMPANY -APPROVED ,3, DISCONNECT SWITCH Z40 `JOLT 2 -POLE SOLD NEUTRAL 400 AMP SERVICE RATED NEMA 3R ;aT FUSES 70OODO A.I.C. RATED TERMINAL BOX PROVIDE CONNECTION BUSSED BOX FOR POWER CONDUCTOR TERMINATION (6i PANEL PO 240/120V I PHASE 3W WITH 2 IODA 4NN CIRCUIT BREAKERS NOTE 1. i7i GENERATOR RECEPT. REVERSE SERVICE 120/240V 1 PHASE 4W 300A, APPLETON CAT. NO. AJA40144-400-RS NOTE 2 :, DISCONNECT SWITCH 240 VOLT 2 POLE 30 AMP NON-FUS18LE NEMA 3R V CSC DASE,MANDHOLE 54'X 54'X 36" DEEP POLYMER CONCRETE TELEPHONE HANDHOLE. STRONGWE_ yAFL5433D 0 TELCO CARLE 5D 4 -PAIR CATS DIRECT BURIAL. RODENT RESISTANT. ANIXTER CATALOG NO F-04P240PN-5E. SUPERIOR C 04-601-55. 24-4P OUTSIDE PLANT CABLE SE. 0% JCKT FILED CABLE 1-1) TELCO CABLE 50' 25 -PAIR CAT.5 DIRECT BURIAL. RODENT RESISTANT, ANI%TER CATALOG NO. E-002524AE0-5, SPE.I C 04-097-37, 24-25P EXCHANGE CABLE .TE -39, CAT 5 SOLiO/TILLEO CORE CACSP, RODENT �Z) TELCO PULL LINE (601 WAXED U3 ALARM BLOCK TYPE 56-83-50 ALARM WIRING BLOCK DULL BOX POLYMERCONCRETE 17'X 30', OUAZITE TPCI730BA12 AND PC17300012 P.9. COVER POLYMER CONCRETE 17'X 30', WAZITE (PCI73OCGO1 GROUND BAR 1/4-X 4 X 20' COPPER YAM INSULATORS AND MOUNTING BRACKETS GROUND BAR 1/4-X 2' X 12' COPPER WITH INSULATORS AND MOUNTING BRACKETS LUG TINNED COPPER TWO HOLE LONG BARREL COMPRESSION GROUND ROD 5/8_X 10' LONG COPPER -CLAD STEEL GROUND TEST WELL PVC WITH LID DETAIL 6/E-4 :14 SURGE TRAPEZE MTS WIRELESS PART AT -1306-U LABELS ENGRAVED PLASOC LAMACOID) ADHESIVE LABELS WITH 1' HIGH LETTERING 1 SAP COPPER COMPRESSION TAP - MANUFACTURER: HARGER INC. SERIES CT REMARKS NOTE 1, PROVIDED AND NSTALLED IN PREMANUFACTURED SHE' -TER I NOTE 2 NOT PROVIDED WITH SHELTER: CONTRACTOR TO PROVIDE '/ a entrex 4:omrn�r„�at;on serv,�es. I 1575 Eye Street, N.W. Suite 350 WASHINGTON, D.C. 20005 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DA -1 1 OESCRIP*IDN REV. 03-01-05 9Di tONSTRUCTIW ' p4-:1-05 ' 95X CONSTRUCTION singular J WIRELESS WF PRO.ECT ND: 1086.073 DESIGNER A.L.S. ENGINEER: A.L.S. SCALE. 0 1/2 1 %—.p6 ------d= GRAPHIC SCALE IN INCHES ARMEL 1713 181 TADPOLE LN. WHITE POST, VA 12663 TITLE: BILL OF MATERIALS - ELECTRICAL SHEET NUMBER: E-5