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HomeMy WebLinkAboutSDP201700013 Plan - Submittal (First) 2017-08-29SHENTEL-Na-I'C= , TOTALLY COMMITTER SHENANDOAH MOBILE, LLC ("SHENTEL') "oe, weaTG below. SHENTEL SITE NAME: WHITE HALL Call before To, dig. PROJECT NARRATIVE SHENTEL SITE NUMBER: 67012B PERMIT INFORMATION GBrvDAHEW RELEGTEEG�HIGATIGHGF R (BRUCE PROPERTY) SET IDSNEETEL"LLI --TEopRrEGGDRMEAGDEFINEDOHET. 1EFAFT O4TO RR DE FERMENT S HIGH ON THE OWERANGINGTALL AN ED vMENT"T,.RMni GVOUNOP CHI P101ESV LE VA2D902 HESEPIAIGTHEPRROSEDTOW N OrLNOTHE 4603GARTHROAD M3MID9e5maRl�' oCATEOINBIDE ISTINCWETLANCEORREARANBIMFHERsD NPLANS REYIOAOR CROZET, VA 22932 ALBEMARLE COUNTY SITE INFORMATION SITE ADDRESS. GRGZE TH ROAD ROAD RGDE (NADmr TOGE(NAD AS),Wle. IS So.T9ae ROONO "IT—ON. .4 C 1-1) —. wee PAR -11 B`HBN-EE—GSCB PAR—AN- IS IN AD— CURRENT USE SINGLE FAMILY ROPOSED IMPERNOUSAREA 31T SQ.FT. ARCELOWMER.ENTARY TRUST DID CH TRIBIE,TRU5IEE RICHMOND, VA2" OWER OWNERSHENANDOAH MOBILE LLL f5HENTEL'T IIRC CAN VII -AGE C— STRUCTURETYPE MONOPOLE CLASSIFICATION GROUPU CONSTRUCT-- 2B vERALL HEIGHT: 15.9 AGL (INCLUDING TOP OF FOUNDATION( OWER PROVIDER: Over, I )Ao-2&'4 ACIIS TRAncE DE(HAD 11 LONGITUDE (HAD 83('. W>S 3939.016 APPLICANT APPLICANT . SHENTEL VICINITY MAP t L ,.........., SITE DIRECTIONS 11RG1 ONTO E T-1 RICHMOND TAKE THE ONTO U— UEOCKFISH GAP 'NNPrBE TN LEFT �TIJRN O CROEZEFITAVEAA0 CON IN ETO OLLOMW ROZET EAS RN SLIGHT RI HT ONTO WHITE HALL RDAs a MITE HALL R CMES BROWNS GAPTURFTPIIa=1MAEN.TURN RIGHTONTO GARTH R-111.0 GARTH RD, CROZET, VA 22-3 NE03 GARTH RD ISONTHE RIGHT. CODE COMPLIANCE ALL EFOLoIM cSCRESAGADOPT OBYTHELIIIANDINS�OCALGOVEINI GDAUTHCRMI NOT NGINTHESEEWAGISTOx EOF ry NWRN NOTCONFORMING TO THE IATESTEO—I OFTHE FOUOWNG CODES. D0131NTERxATIONALSUILDINGCOE AN.— N. -aIG2011 NATIONAL ELECTRICAL CODE TIA 601 III I 2009NFPA101, LIEESAFETYCOOE INSTITUTE FOR ELECTRICAL B ELECTRONICS ENGINEER e1 3009 FC IEEE CD NATIONAL ELECTRIC SAFETY CODE LATEST EDITION AMERICAN CONCRETE INGTTu1E • TELECDRDRGR1275 AMERICANINGT-OFSTEELGONSTRUCTION . ANGW311 MANUAL OF STEELCONSTRUCTION LATH EDHON DRAWING INDEX T1 TITLE 11EET E1 EASEMENT EXHIBIT E1 EASEMENT EXHIBx F- EASEMENTEXHIBIT SITE PILAN 1 COMPOUND PUN FLEVATON 11 ANTE -IRRHI—ILS < BASE EQUIPMENT a CONSTRUCTION GETAHG S EQUIPMENT PLATFORM AREAlopow ,SHENTEL SHENTELSITENAME V" HALL SHENTEL SITE ID: 6]07 213 4601 GARTH ROAD CROM T, VA 22552 ALBEMARLE COIIINTY REVISIONS o awoFEsslcwu [xaw[[B uc. was, TITLE SHEET W I T-1 GARTH--ROAD J0' R/1'W G PP VEPCU F✓45 5 0 W/TRANS �S PP VEPCo F✓OSS° \ Unum PFrEsr, y l 2-SrY 0 505 FF 70523 START OF 20 PORTIOIN \ / z UTILITIES AND ACCESS EASEMENT 01 f PP VEPCO FJ.li,l 760 ACRES ,1 j A \ \ WILLRA,l H. OLINGER D.B. 335, PG. 44 r 71f' L _ \ / is 20.18 ACRE R4RCEL IDA 04100-00-00-02600 ZONED RA I / \ \ by° N/F \ IJ / ( C4RROLL G. BRUCE 6 NOR4JA B. TRIFLE / WET 6!B. 141, Pc. 459 PARCEL ID,- 04100-00-00-02800 ZONED RA 3,930.28541 11,437. St?63 PROPOSED 20' & VARIABLE WIDTH G °°h '00 INGRESS/EGRESS AND UTILITIES EASEMENT / � � °M15 /PP VEPcoFJ52 10.345 ACRES N/F WILLMAI H. OLINGER D.B. 393, PG. 475 PARCEL IDS 0.1100-00-00-02700 ZONED R4 GARTH-ROAD BEARING DISTANCE = � $ ^ ,« 3 21.-98- 8'L% Lu z TOTALLY COMMITTED. 8811 50 E 18.0.3' Li S IJ°35'�J" W NB+C ENGINEERING SERVICES, LLC, w*caive'50negoo G-ALLPoat0 s , I ' S 0.3°55 24 " E 21.63' L5 N 3z`49 J 1 W 1 20.00 < uSHEN TEL I Q L % N /J 5'2.3 E 1 15.24' L8 S 07°1029 W 26.%8' L9 S 10'40'56" W /-- L10 o EASEMENT EXHIBIT - SHENTEL i Q SITE ID: 67012 / SITE o SITE NAME: WHITE HALL ' z 4603 GARTH ROAD VA 22932 L 1�7 Lu On CROZET, ALBEMARLE COUNTY, VA 9 „9, J O VERA L L N. T 5 `SEE SHEET 4 FOR LEGAL DESCRIPTIONS "'°s'46 PROPOSED '10' UTILITY EASEMENT J- -------- — LINE BEARING DISTANCE L 1 N 15'j-5 23 " E-1 21.-98- 8'L% L 2 N 8811 50 E 18.0.3' Li S IJ°35'�J" W 54.86' L4 S 0.3°55 24 " E 21.63' L5 N 3z`49 J 1 W 1 20.00 L 6 N 07° 10 29 " E 5.95 ' L % N /J 5'2.3 E 1 15.24' L8 S 07°1029 W 26.%8' L9 S 10'40'56" W 87.85' L10 S 15°02'14 " W 57 .00' L 1 1 S 12'48'215 " W 48.04 ' L 12 S 10'00'00 " W71.97' L 1�7 S 24'20'5-) W 9 „9, J CC5/E TABLE CUR VC RADIUS ARC LENGTH TANGENT DELTA ANGLE CHORD BEARING CHORD LENGTH CI 78.00 19.55' 9.82' 14'20'5 " 51710-26" W 19.48' C2 127.00' 52.47' 26.61 ' 5'40'1 7' S 12°.30'44' W 52, 10' EASEMENT I-- W EXHIBIT co CB��IIC CC%L5 1`50' W 0' 50' 100' 150' � D W E-1 H ofz REVISIONS 7� )sewoy Consultants, P.C. �<Cau 0 tuROBERT T. WILLIAMS, JR.-oNo. co 002551 O 5 8/29/17 MOVETOWER Cc w 4 8/2/17 NEW SITE LOCATION z 3 2/8/17 REV EXHIBIT UwD 2 1/14/16 REV EXHIBIT 1 5/11/16 REV EXHIBIT 0 5/5/16 EASEMENT EXHIBIT REV DATE DESCRIPTION EASEMENT I-- W EXHIBIT co CB��IIC CC%L5 1`50' W 0' 50' 100' 150' � D W E-1 H ofz 7� )sewoy Consultants, P.C. �<Cau LLJ tuROBERT T. WILLIAMS, JR.-oNo. co 002551 > 2s-2017 SUR��y�Cl- EASEMENT I-- W EXHIBIT co CB��IIC CC%L5 1`50' W 0' 50' 100' 150' � D W E-1 + 7� )sewoy Consultants, P.C. �<Cau LLJ -i Land Surveyors VA&NC � t��1,.�� P.0 BOX 15039 > CESAPEAKE, VA. 23328 PHONE: 757-42-0474 - —1 EASEMENT I-- W EXHIBIT co CB��IIC CC%L5 1`50' W 0' 50' 100' 150' � D W E-1 PROPOSED 20' & VARIABLE WIDTH NGRESS/EGRESS AND UTILITIES EASEMENT SCC SHEET 4 FOR L Cv% L CCSCPIPTI UNS LSH CAHLC LINE 5'EARING 10.3-15 ACRES' L 73 S 24°2053 W N/F L14 S /2°77'7 i" W V✓ILLIAU H. CLINGER L15 S 04'00'23" E D.B. 393, PG. 475 L 16 S 06°01'24 " W PARCEL IDJ 04100-00-00-02700 \ ONED RA 18.88' 9.47' w C4 CJ V 73.77' (ij G 16'11'4 S 04°05'22" W 73.53' C5 146.00' 88.55 45.69' 3'I°45'06 S 77°27'08" E 87.20' ALBEMARLE COUNTY, VA REVISIONS J U� PROPOSED 20' & VARIABLE WIDTH NGRESS/EGRESS AND UTILITIES EASEMENT SCC SHEET 4 FOR L Cv% L CCSCPIPTI UNS LSH CAHLC LINE 5'EARING DIST7INCE L 73 S 24°2053 W 3.9.29' L14 S /2°77'7 i" W 67.92' L15 S 04'00'23" E 56.07' L 16 S 06°01'24 " W 4828' L 1,7 S 28°43 '4 / " E 737.40' C55✓E CAHLE CURIAE- /;ADIUS CIRC' LENGTH TANGENT DELT% ANGLE CHORD BEARING CHORD LENGTH C2 72100' 52.47' 26.67 23°40' S 72°30'44 W 52.70' C3 9=1.00' 18.88' 9.47' 1 7°3038" S 06'2554 " W 18.85' C4 1267.00' 73.77' 3 3' 16'11'4 S 04°05'22" W 73.53' C5 146.00' 88.55 45.69' 3'I°45'06 S 77°27'08" E 87.20' 20. 18 ACRE Nj F CARROLL G. BRUCE & NORA14 B. TRIFLE ✓�. 141, PG. 459 PARCEL IDIf 04100-00-00-0-2800 ONED RA P33I� 3 SHq PHIL 5CXI L E / "50' 0 SU 100 150 Lu z TOTALLY COMMITTED.w z NB+C ENGINEERING SERVICES, LLC. —5— cie uERC11r onrv-surtE ioo iu, v o W4 if1.71 Q ;,;,, SHEN TEL EL Q 0 0 EASEMENT EXHIBIT -SHENTEL a SITE ID: 67012 SITE NAME: WHITE HALL z 4603 GARTH ROAD Lu CROZET, VA 22932 ALBEMARLE COUNTY, VA REVISIONS 0 5 8129117 MOVE TOWER RW Lu Lu 4 812/17 NEW SITE LOCATION RW z C `3 3 218117 REV EXHIBIT RW Lu cl 2 1/14/16 REV EXHIBIT RW 1 5111116 REV EXHIBIT RW 0 5/5/16 EASEMENT EXHIBIT RW REV DATE DESCRIPTION BY OF ��tiTx J LL o ROBERT T. WILLIAMS, JR.- LIC. No. 002551 u- 8-29-2017 d s u P\\4 0 >- Wd /% V \"C(]uSl?WOYLanConsulton[5, P.C. Surveyors VAWNC Ba:F 1 � CH CHESP,P EP,KE, E, VP.. 23328 V PHONE: 757-482-V474 CXAISEwnt —ISULINT„ P.C. 2111 W EASEMENT W EXHIBIT crim z EE -2 W PROPOSED 20' & VARIABLE WIDTH NGRESS/EGRESS AND UTILITIES EASEMENT / / 10.345 ACRES A;7F WILLIAA-1 K OLINCER D.B. 393, PC 475 / PARCEL AEf 04100-00-00-02700 TONED RA QJ � \I CL G G J U� PROPOSED 75' MONOPOLE (INCLUDING TOP OF FOUNDATION) EAT N 78°0 171--r'° 2 *SFE SHEET 4 FOR L EOMI L DFS C 'RIPTIONS CRTC TACE 60 G 9 bU 69 1 0 \lI b80 I I � I 6S9U x\1 1 y4 II \tip , 6 (e b 6 6 6h \ of 60$ 60006gC \ G bay e s� bb°, 6 oB 14 �h i� o \ 6b 9 6a0y U & \06 bbb�\ b 9 bU 6 1 4 6 60 '\ \�+ 6 06 \� \g1 �,a \6, 1 b,t bbh76 '��Ib 69b, be9U bU\600 \ 1 \ h\ 6�,F, \ \ P U b 60 6}n \\ 8606. 6 t \i 6 h0166 P p Y- M1 F ' V 66bb V01' bs11 60 \ 0A6;�uii 600, : \ b"OM1\\ 6b61 6bbry ` 06 �6 60S 6 \ \ 673 \ 46i¢1 OxT.. 60 U 6Qy 60'Sr' � 60p7 1� 1y� bg _iv\ �M1 0 / LON: W 78° 59'30.7948" �•� 21 6C — -- / REFERENCE TREE ELFT/, 673.8'(NAVD 88) 71, 72 71? 11h6 �11 \ b aU b 6-i6' 61 i/ 1 . 7050 6 0, J / 713l6}�\\� / I1711 / f X31 61U�a J b 6 b b 5 --.� �a\ 70. IS ACRE � uM1 �6 / N 'F !° \ 1° C4RRQLL G. BRUCE, NORA•A B. /BIBLE e \ \ \ \ 6 ` \-- 6 --� bV. B. 14 7, PC. 459 6 � PARCEL 10,39 04100-00-00-02300 61 .\ 6 61M1� Z01VED RA \ / / (l \C 6 b• PROPOSED 50' x 50' LEASE AREA / Ip I / / ! ! LINE 7,41BL E UNE SCARING DISTANCE L /7 S ?8°�4 5'7 " E 7)�Q�,'. IO' L 18 J 40°1; 02 W 18. 24 L_19 S 83 °48'44 " W 68.71 `— L20 L20 S %8'36 .l5 W 2/. 84 LZl N 28°36j5" E 50.00' L 2 2 S 61 °23 X25 " E 50.00 ' L23 S 28°36'35" W X50.00' E24N 67 °23 25 W50.00' TREES HEIGHTS ARE APPROXIMATE AS THICK CANOPY PREVENTED VISUAL SIGHT OF ACTUAL TREE TOPS TREE INVENTORY NUMBER SPECIES CALIPER AGL HEIGHT CANOPY HEIGHT (705) PINE(DEAD) 16" 34' 711' AMSL (707) RNE(DEAD) 18" 14' 689' AMSL (709) O�AK5" EASEMENT EXHIBIT - SHENTEL 60' 734' AMSL (711) H 24" 69' 739' AMSL (713) CEDAR 8" 52' 723' AMSL (715) OAK 12" 66' 738' AMSL (717) OAK(DEAD) 12 71' 743' AMSL (719) HICKORY 1B" 61' 735' AMSL (721) OAK 15" 49' 725' AMSL (723) OAK 5" 61' 737' AMSL (725) OAK 12" 63' 738' AMSL `FOIAL TREES TO BE REMOVED: NONE NOTES: ].REFERENCE TREE IS IDENTIFIED ABOVE IN BOLD. 2TREE Mi IPLINES ARE DRAWN 7F) SCALE. 3.UNDERTNED TREE HEIGHTS HAVE BEEN CONFIRMED BY A THIRD PARTY TOWER CLIMB. CR,40-11C CC4LE 1 o=CO' 0' 50' 100' 150' I . " Lu ,.3 M. z TOTALLY COMMIITTED, z W NB+C ENGINEERING SERVICES LLC. Il w�T—ROE. E s 101 GLEN N VA 2- 548 IU79 Q SHEN TEL' Q z 0 EASEMENT EXHIBIT - SHENTEL Q SITE ID: 67012 a SITE NAME: WHITE HALL z 4603 GARTH ROAD r CROZET, VA 22932 C/) ALBEMARLE COUNTY, VA REVISIONS 0 O 5 8/29/17 MOVE TOWER RW Lu HE 4 8/2/17 NEW SITE LOCATION RW z REV EXHIBIT RW 3 2/8/17 w � 2 11/14/161 REV EXHIBIT RW 1 5111/16 REV EXHIBIT RW 5/5116 1 EASEMENT EXHIBIT RW Lj0 REV DATE DESCRIPTION BY OF � I z �RQBERT T. WILLIAMS, JR.J> LIC. No. 002551 LL 8-29-2017 0 suR\���o� Causeway Consultants, P.C. 1`�\v1 Ncr�l� Land Surveyors VA&NC \�P.0 60X 15039 'HEWEAKE, VA. 2332B PHONE: 757-482-0474 4 co �,�CAUSEIYn( corvsu�rnrvu, a... soil Lu EASEMENT r EXHIBIT co Lum EE -3 "IF EXHIBIT NOTES 1. TOPOGRAPHIC SI_IRVEY PERFORMED BY P. 0. BOX 15039. CHESAPEAKE, VIRGINIA, SURVEY DATE: MAY 5, 2017. CAUSEWAY CONSULTANTS, P.C. 3328-50394. PHONE: 757-4-82-0474 2. COORDINATES AND ELEVATIONS SHOWN WERE ESTABLISHED USING STATIC GPS OBSERVATIONS, POST PROCESSED THROUGH NOAA'S OPUS WEBSITE AND CONVERTED TO NAVD 88 AND NAD 83, U.S SURVEY FOOT, FOR THE VERTICAL DATUM AND HORIZONTAL COORDIANTES, RESPECTIVELY, USING U.S. ARMY CORPS OF ENGINEERS CORPSCON SOFTWARE, VERSION 6.01 AND PUBLISHED BENCHMARKS. 3. NO SUB -SURFACE INVESTIGATION WAS PERFORMED BY CAUSEWAY" CONSULTANTS, P.C. THIS EXHIBIT DOES NOT GUARANTEE THE "EXISTENCE OR NONEXISTENCE" OF UNDERGROUND UTIHTIES. PRIOR TO ANY CONSTRUCTION OR EXCAVATION, CONTACT MISS UTILITY AT "1 -800-552-7001 TO CONFIRM THE LOCATION OR EXISTENCE OF UNDERGROUND UTILITIES, 4. THIS EXHIBIT WAS DONE WITHOUT THE BENEFIT OF A TITLE REPORT AND MAY NOT DEPICT ANY OR ALL EASEMENTS THAT MAY AFFECT THE PROPERT'(. 5. PROPERTY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD. 6. THIS EXHIBIT DOES NOT REPRESENT A BOUNDARY SURVEY. THE RIGHT-OF-WAY, PROPERTY LINE AND/OR EASEMENTS SHOWN HEREON REPRESENT A COMPILATION OF RECORDED DEEDS, PLATS, G.I.S. RECORDS AND TAX MAPS. 7. THE AREA OF THE PROPOSED CELL TOWER APPEARS TO HE WITHIN FLOOD ZONE 'T, ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY - NATIONAL FLOOD INSURANCE COMMUNITY NUMBER 51003C -0235D, DATED FEBRUARY 4, 2005. 8. THE EXISTENCE OF HAZARDOUS WASTE, VEGETATED WETLANDS, OR TIDAL WETLANDS, WAS NEITHER INVESTIGATED, NOR CONFIRMED DURING THE PERFORMANCE OF THIS EXHIBIT. 9. TREE HEIGHTS SHOWN ARE APPROXIMATE AND SHOULD BE VERFIED BY BUCKET TRUCK LEGAL DESCRIPTION PROPOSED 50' x 50' LEASE AREA A PROPOSED 50' ,v 50' LEASE AREA ON THAT 20. 18 ACRE PARCEL AS SHOWN ON THAT PL14T IN DEED BOOK 588 A7 PACE 400, BEING PARCEL ID 0410000-00-02800 OF RECORD IN THE CLERK OF 7HE CIRCUIT COURTS OFFICE ALBEMARLE COUNTY; VIRGINIA; BEING' MORE PARTICULARLY DESCRIBED AS FOLLOWS,. BEGINNING AT A POINT BEINC THE SOUTHWEETERL )' ti10S7 C'ORNFR OF SAID PARCEL; THENCE ALONG A HE LINE N 314'44'2j"E A DISTANCE OF 220.64 70 A POINT BEING THE TRUE POINT AND PLACE OF BEGINNING; T HENCE N 28'-56'j5" E A DISTANCE OF 50.00' TO A POINT - THENCE S 61'2j25" E A DISTANCE OF 50. 00 ' 70 A POINT, THENCE S 28°56'35" W A DISTANCE OF 50.00' 70 A POINT, THENCE N 61 `2 3'25" W A DISTANCE OF 50.00' TO A POINT WHICH IS THE TRUE POINT AND PLACE OF BEGINNING, HAVING AN AREA OF Z2 500 SQUARE FEET OR 0.057 ACRES. LEGAL DESCRIPTION PROPOSED 20' & VARIABLE INGRESS/EGRESS AND UTILITIES EASEMENT A PROPOSED 20' AND VAR14BLE WIDTH INGRESS] EGRESS AND UTILITIES EASEMENT OVER AND ACROSS THAT 20. 18 ACRE PARCEL AS SHOWN ON THAT PLAT IN DEED BOOK 588 ,A7 PACE 400, BEINC, PARCEL ID 04100-0000-02800 OF RECORD IN THE CLERK OF THE CIRCUIT COURTS OFFICE, ALBEMARLE COUNTY, VIRGINIA; BE -INC MORE /`,ARTICULARLY' DESCRIBED AS FOLLOWS, BEGINNING AT A CONCRETE AIIOIVUA-SENT ALONG THE WESTERLY LINE OF SAID TRACT AND THE PROPERT>' NOW OR FORMERLY OF OLINCER; THENCE N 13°35 23" EA DISTANCE OF 21.98' 70 A POINT BEING THE SOU7HERL Y RICHT OF WA)' OF GARTH ROAD; I TOTALLY COMMITTED. THENCE CONTINUING ,ALONG SAID EARTH ROAD N 38'11'50" E A DISTANCE OF 16.05' 70 A POINT; NS -C ENGINEERING SERVICES, LLC. ­, SUITE00 GLE` ALL, M4 5 18 407, THENCE LEAVING SAID ROAD AND ACROSS SAID 20. /5 ACRE PARCEL S I3°55 25" W A DISTANCE OF 54.86' TO A POINT, Q THENCE S 03°55'24 " E A DISTANCE OF 21.63' TO A POINT - THENCE N 82°49'31 " W A DISTANCE OF 20.00' 70 A POINT- AL SD AI ONG THIS SAME LINE A DISTANCE OF HE00' 70 THE CENTERLINE (POINT A) OF THE 20' PORTION OF SAID PROPOSED EASEMENT THENCE S 07'10'29" W A DISTANCE OF 26.78 ' 70 A POINT - THENCE S 10°40'56" W ,A DISIANCF OF 87.85' TO A POIN7; THENCE S 15'02'14 " W A DISTANCE OF 57 DO ' 70 A POINT; THENCE S 12'48'23" W A D1.7ANCE OF 48.04 ' 70 A POINT, THENCE S 1000'00' W A DISTANCE OF 71.97' TO A POINT, 7HENC'IT W17H A CURVE TURNING TO THE RICHT WITH AN ARC LENGTH OF 19.55; A RADIUS OF 78.00(A CHORD BEARING OF S 17'10'.26" W AND A CHORD LENGTH OF 19.48' 70 A POINT - THENCE S Z-'4'--0'55'7 WA DI STANCE OF J,9.29' TO A POINT THENCE WITH A CURVE TURNING 70 THE LEFT Wl7H AN ARC LENGTH OF 52.47, 14 RADIUS OF I2 ' OD 1 A CHORD BEARING OF S IC °30'44 " W, ,AND A CHORD LENGTH OF 52. 10' TO A POINT, - THENCE Wl7H A REVERSE CUFIE TURNING 70 THE RICHT WITH AN ARC LENGTH OF 18.851 A RADIUS OF 94.001 A CHORD BEARING OF S 062554" W, AND A CHORD LENGTH OF 18.85 70 ,4 POINT - w THENCE S I2'/ 1 'I3" W A DISTANCE OF 67.92' 70 A POINT. THENCE WITH A CURVE TURNING TO THE LEFT WITH AN ARC LENGTH OF '71j..771 A RADIUS OF 261.001 A CHORD BEARING' OF S 04'05'22" W, ,A CHORD LENGTH OF 75.55' TOA POINT" THENCE S 04'00'28" E A DISTANCE OF 56.07' TO A POINT THENCE S 06°01 24 " W A DISTANCE OF 48.28' 70 A POINT, THENCE WI7H A CURVE TURNING 70 7HE LEFT Wl7H AN ARC LENGTH OF 88.551 A RADIUS OF 146.00' 14 CHORD HEARING OF S I /'2'/'0S " E, AND A CHORD LENGTH OF 87 20 ' TD 14 POINT; THENCE S 26°13'41 " E A DISTANCE OF 13%7.40' 70 A POINT, THENCE W17H A CURIE TURNING' 70 7HE RIGHT WITH AN ARC LENGTH OF 65.041 A RADIUS OF 54.001 A CHORD BEARING OF S 05'46'40" W, AND :A CHORD LENGTH OF 51.13' TO A POINT, THENCE S 40'17`02" W A DISTANCE OF 78.2 4 ' 70 A POINT, THENCE S 3j'4344" WA DISTANCE OF 68-71' 70 A POINT, THENCE S 28°36'35' W 14 DI57ANC'E OF 21.84' TD A POINT BEING THE END OF 7HE CENTERLINE OF SAID EASEMENT 4"9N� LEGAL DESCRIPTION PROPOSED 10' UTILITY EASEMENT 14 PROPOSED ID' WIDE UTILITY EASEI,1IEN7 OIIER AND ACROSS THAT 20. /8 ACRE P,4RCEL AS SHOWN ON THAT PLAT IN DEED BDOK 588 AT PACE 400, BEING P.ARCEL ID 041000000-02800 OF RECORD IN THE CLERK OF THE CIRCUIT COURTS OFFICE, ALBEM,ARLF COUNTK VIRGINIA; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; BEGINNING' A7 Al POINT HAVING A COORDINATE VALUE OF N: 3,950,285.41 BY E II, 457,547.68 AS RELATED 70 THE VIRGINIA STATE PL14NE COORDINATE 5YSTEAIJ NAD 83, SOUTH ZONE( -20I I); SAID POINT BEING AT THE CENTERLINE OF SAID FASEMEN7, THENCE ALONG SAID CENTERLINE S 5049'53" WA DISTANCE OF 48.72' 70 A POINT, THENCE N 74'57'46" W A DISTANCE OF 90.21' 70 A POINT ALONG THE 20' PORTION OF A PROPOSED INGRESS/EGRESS AND UTILITIES EASEMENT w i` z I TOTALLY COMMITTED. u z LU NS -C ENGINEERING SERVICES, LLC. ­, SUITE00 GLE` ALL, M4 5 18 407, z a SHEN TEL Q 0 EASEMENT EXHIBIT - SHENTEL Q SITE ID: 67012 SITE NAME: WHITE HALL 0 z 4603 GARTH ROAD CROZET, VA 22932 ALBEMARLE COUNTY, VA REVISIONS 0 0 0 5 8/29/17 MOVE TOWER RW w 4 8/2/17 NEW SITE LOCATION RW z 3 228/17 REV EXHIBIT RW w 2 11114116 REV EXHIBIT RW 1 5111/16 REV EXHIBIT RW 0 5/5/16 EASEMENT EXHIBIT RW REV DATE DESCRIPTION BY I 7 °-� o UROBERT T. WILLIAMS, JR.- LIC. No. 002551 LL 8-29-,2017 0 CL 4"9N� SUR��yo� jP�/,uusewoy 0 { Consultants, P.C. ,,,� Land Surveyors VA&NC P.0 BOX 150139 CHESAPEAKE, VA. 23328 PHONE: 757-482-0974 Cnnusewar 1011SIDA,,,_� P �. 2 - EASEMENT W EXHIBIT 00 m z EE4 w Know what's below. Call before you dig. ACCESS DRIVE. SEE 4/C-4 FOR DETAILS 7- / EXXISTING OVERHEAD UTILITY LINE GPIN04100-00-00-02300 STEVENSON, MICHAEL N AREA: 35.9 ACRES ZONING. RA EXISTING RESIDENTIAL G'WELLIIVC (7YP. J I � � 1 'I EXISTING 1 1 1 n 1 iA l I -1 1 \ 1 \ 1 SPIN : 0.1100-00-00-02800 BRUCE, VIOLA S AREA: 20.180 ACRES 1 1 1 TQWER SETBACK 75 (TYP, ALL AROUtAD) EXISTING PFOPER7Y UN -E- 1 -GARTH ROAD 1. GPIN: 04700-00-00-031AO E 1571NG ERGLER, RICH4RO H _ POLE 1 11 AREA: 2.34 ACRES -_-LIFSA`>, -------------__-_------ \ GP/C O 00NOTRUS7 1 IFFORDLAD TOWER SIZING CHART \ AREA: 2.71 ACRES 1 ZONING: RA ZONING': RA 1 'I EXISTING 1 1 1 n 1 iA l I -1 1 \ 1 \ 1 SPIN : 0.1100-00-00-02800 BRUCE, VIOLA S AREA: 20.180 ACRES 1 1 1 TQWER SETBACK 75 (TYP, ALL AROUtAD) LEGEND - PROPERTY LINE - SUBJECT PARCEL PROPERTY LINE - ABUTTERS EXISTING ROAD -- EXISTING FENCE ---------- PROPOSED EASEMENT ----------- PROPOSED LEASE AREA EXISTING BUILDING -------- PROPOSED FENCE GENERAL NOTES 1. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD. 2. NO SIGNIFICANT NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM THIS FACILW. 3. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN HABITATION. THERE IS NO HANDICAP ACCESS REQUIRED. 4. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SANITARY SERVICE. 5. PROPERTY IS LOCATED IN AN UNMAPPED FLOOD PLAIN AREA. 6. FOR SURVEY INFORMATION, SEE "CAUSEWAY CONSULTANTS, P.C." SITE NAME "WHITE HALL" DATED 05/11/16. 7. REFER TO SURVEY DOCUMENT ON SHEET EE -1 THROUGH EE -3 FOR ALL LEASED AREA, ACCESS & UTILITY EASEMENT AND PROPERTY BOUNDARY INFORMATION. 8. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY MAPS, THEPROPOSED TELECOMMUNICATIONS SITE IS LOCATED IN ZONE "X", CDMMUNITY PANEL N0, 51003C -0235D, DATED 02-04-2005. 9. SITE ADDRESS IS 4603 GARTH ROAD, CROZET, VA 22932. 10. THE LOCATIONS AND SIZES OF THE THREE STORM PIPES SHOWN ALONG THE ACCESS ROAD ARE COMPILED FROM AN UNRECORDED SURVEY BY CAUSEWAY CONSULTANTS DATED 05-11-2016. SEE SHEET EE -1 FOR TREE INVENTORY. PAF( --'El- INFORAIIATION: / 1. GPIN: 04700-00-00-031AO ERGLER, RICH4RO H AREA: 2.34 ACRES 1< ZONING. ILII 2. SPIN. 04100-00-00-034500 TOWER SIZING CHART 1 1 1 1 ZONING: RA STEEL POLE / ) PROPOSED 20' ACCESS UTILITY EASEMENT PASTING 11437473 49AUP/N, JAMES M JR LATITUDE (t AREA: 9.62 ACRES ZONINC: RA LONGITUDE NV PROPOSED 12' WIDE GRAVEL GROUND ELEV. 674.0' l ACCESS DRIVE TO FOLLOW RD 749.0' LIfJE ` J Y EXISTING DIRT AREA: 7.60 ACRES 0 /) T PIG PROPOSED 50'X50' LEASE AREA (2,500 SQ.FT.) / / \'� 21 ) II ti GPIN 0,4100 00 l 11 \ z I, FRANCES LEE- VANDELI , FRANCES PROPOSED 75' MONOPOLE AREA, 5x.046 ACRES \ (INCLUDING TOP OF- \ I i o ZONING: RA FOUNDATION) \ / 1 � --1 A 445 EXISTING REFERENCE TREE 1, -' µ EY/STING VER/ZON> '�I r EXIST/NC J' J LEASE AREA _ _ i� TREE LINE ER�rr' LINE I `l� TING EX C SPIN. 04100-00-00-OZ.:AO \ PI- CONGD17N, AXARKQUINTPV t. AREA, 35.9 ACRES / ZONING. RA 1, GRAPHIC SCALE p0 SITE PLAN SCALE:1 =150'-0" Z-1 (IN FEET) t INCH= iso FEET LEGEND - PROPERTY LINE - SUBJECT PARCEL PROPERTY LINE - ABUTTERS EXISTING ROAD -- EXISTING FENCE ---------- PROPOSED EASEMENT ----------- PROPOSED LEASE AREA EXISTING BUILDING -------- PROPOSED FENCE GENERAL NOTES 1. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD. 2. NO SIGNIFICANT NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM THIS FACILW. 3. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN HABITATION. THERE IS NO HANDICAP ACCESS REQUIRED. 4. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SANITARY SERVICE. 5. PROPERTY IS LOCATED IN AN UNMAPPED FLOOD PLAIN AREA. 6. FOR SURVEY INFORMATION, SEE "CAUSEWAY CONSULTANTS, P.C." SITE NAME "WHITE HALL" DATED 05/11/16. 7. REFER TO SURVEY DOCUMENT ON SHEET EE -1 THROUGH EE -3 FOR ALL LEASED AREA, ACCESS & UTILITY EASEMENT AND PROPERTY BOUNDARY INFORMATION. 8. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY MAPS, THEPROPOSED TELECOMMUNICATIONS SITE IS LOCATED IN ZONE "X", CDMMUNITY PANEL N0, 51003C -0235D, DATED 02-04-2005. 9. SITE ADDRESS IS 4603 GARTH ROAD, CROZET, VA 22932. 10. THE LOCATIONS AND SIZES OF THE THREE STORM PIPES SHOWN ALONG THE ACCESS ROAD ARE COMPILED FROM AN UNRECORDED SURVEY BY CAUSEWAY CONSULTANTS DATED 05-11-2016. SEE SHEET EE -1 FOR TREE INVENTORY. PAF( --'El- INFORAIIATION: 1. GPIN: 04700-00-00-031AO ERGLER, RICH4RO H AREA: 2.34 ACRES ZONING. ILII 2. SPIN. 04100-00-00-034500 TOWER SIZING CHART ERGLER, RICI'AIRP H AREA: 27.9530 ACRES PROPOSED TOWER ZONING: RA STEEL POLE NORTHING 3930263 3. SPIN- 04/00-00-00-03700 PASTING 11437473 49AUP/N, JAMES M JR LATITUDE 38'06'52.1766" AREA: 9.62 ACRES ZONINC: RA LONGITUDE 7839'30.7948" GROUND ELEV. 674.0' 4. GFIN: 04/00-00-00-02600 TOP ELEV. 749.0' OLINGER, WILLIAM H HEIGHT AGL 75.0' AREA: 7.60 ACRES ZONING RA z z U z 0 a LY 0 Udz P- Ln 0 0 U z C7 0 a Q z 0 w w 0 a TOTALLY COMMITTED. NB+C ENGINEERING SERVICES, LLC. SHENTEL 1150 SHENANDOAH VILLAGE DRIVE WAYNESBORO, VA 22980 (877) 468-3567 SHENTEL SITE NAME: WHITE HALL SHENTEL SITE ID: 67012B 4603 GARTH ROAD CROZET, VA 22932 ALBEMARLE COUNTY REVISIONS ? 08/29/1] REVISED ZD's ql I i OB/od/17 REVIS ED ID's TJA 0 0]13111] PRELIMINARY ZD's AI DATE I DESCRIPTION TRENTT. SNARR, P.E. VA PROFESSIONAL ENGINEER LIC. #49978 SITE PLAN r� W Na♦M� TOTALLY COMMITTE0. ®SHENTEL' \ \ 7 a o I VA 2 zaNr�AH,a E E (877)47 SHENTEL SRE NAME WH RE Wll1 fr SHENTEL SITE ID:67012B l• \ \'`� 4 3GARTH ROAD I x I \{wi¢muiaacar nau \ ,•-y - _�l�- _ ., GiOZ VA22932 R ALBEMALECOUNTV REVISIONS n I aoPocc 4'op[ u e[[��si[.'ix \ ~ \ aaO µo, V I ea 1 \ I 7-7 \ Paaao:e E - COMPOUND PLAN A cBna6lc scnlE 5 COMPOUNDPLAN T Know wnars below. C — 1 Call ne1«e you ay. HIGHEST POINT OF 1" DIA. X LIGHTNING ROD ® 751.0' AMSL i 18" POLE DIA. _ PROPOSED TOP OF MONOPOLE AT TOP r ELEV.=749.0' AMSL n PROPOSED SHENTEL ANTENNA CENTERLINE ELEV.=746.0' AMSL PROPOSED SHENTEL IBR1300_DS ANTENNA PROPOSED SHENTEL RRH CENTERLINE ELEV.=741.5' AMSL h TOP OF REFERENCE TREE \ l ELEV =?59.0' AG4SL j =739.0' AMSL \ u� L1 U WHITE HALL —� 1150 SHENANDOAH VILLAGE DRIVE WAYNESBORO, VA 22980 w \ `v_ ALBEMARLE COUNTY i 11 \ c REFERENCE TREE ELEV.=675.0" AMSL FINISHED GRAOF AT TOWER ,d -,GROUND ELEVATION OF REFERENCE TREE ELEV=6'O.O' Ad95Z TOWER DIMENSION AT BASE=30" DIA. 25' APPROX. LENGTH TO REFERENCE TREE -i GRAPHIC SCALE 1 TOWER ELEVATION C-2 SCALE: 1" = 10'-0" ® 1♦ —� (IN FEET) I lNC IT- 10 FEET _ PROPOSED SHENTEL ANTENNA (TYP. OF 3) PROPOSED SHENTEL RRH 4X45 - MOUNTED BELOW ANTENNA (TYP. OF 3) PROPOSED SHENTEL RRH CENTERLINE h ELEV.=741.0' AMSL PROPOSED SHENTEL RRH CENTERLINE ELEV.=738.0' AMSL PROPOSED SHENTEL RRH 2X50 MOUNTED BELOW ANTENNA (TYP. OF 3) (3) PROPOSED SHENTEL HYBRID CABLES AND (2) 1/2" CAT5 CABLES (RUN INSIDE MONOPOLE) PROPOSED 74' MONOPOLE (75' INCLUDING TOP OF FOUNDATION) PROPOSED SHENTEL ICE BRIDGE PROPOSED SHENTEL T�EQUIPMENT ON STEEL / PLATFORM. GENERAL NOTES 1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES ORDINANCES, LAWS AND REGULATIONS OF ALL MUNICIPALITIES, UTILITIES COMPANY DR OTHER PUBLIC AUTHORITIES. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS THAT MAY BE REQUIRED BY ANY FEDERAL, STATE. COUNTY OR MUNICIPAL AUTHORITIES. 3. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER, IN WRITING, OF ANY CONFLICTS, ERRORS OR OMISSIONS PRIOR TO THE SUBMISSION OF BIDS OR PERFORMANCE OF WORK. MINOR OMISSIONS OR ERRORS IN THE BID DOCUMENTS SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE OVERALL INTENT OF THESE DRAWINGS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SITE IMPROVEMENTS PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED AS A RESULT OF CONSTRUCTION OF THIS FACILITY. 5. THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE PROVIDING ALL MATERIALS, EQUIPMENT AND LABOR REQUIRED TO COMPLETE THIS PROJECT. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 6. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING A BID TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 7. CONTRACTOR SHALL VERIFY ANTENNA ELEVATION AND AZIMUTH WITH RF ENGINEERING PRIOR TO INSTALLATION. 8. TRANSMITTER EQUIPMENT AND ANTENNAS ARE DESIGNED TO MEET ANSI/EIA/TIA 222-G REQUIREMENTS. 9, ALL STRUCTURAL ELEMENTS SHALL BE HOT DIPPED GALVANIZED STEEL. 10. CONTRACTOR SHALL MAKE A UTILITY "ONE CALL" TO LOCATE ALL UTILITIES PRIOR TO EXCAVATING. 11. IF ANY UNDERGROUND UTILITIES OR STRUCTURES EXIST BENEATH THE PROJECT AREA, CONTRACTOR MUST LOCATE IT AND CONTACT THE APPLICANT & THE OWNER'S REPRESENTATIVE. 12. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION BY TECHNICIANS APPROXIMATELY 2 TIMES PER MONTH. 13. PRIOR TO THE INSTALLATION OF THE PROPOSED EQUIPMENT OR MODIFICATION OF THE EXISTING STRUCTURE, A STRUCTURAL ANALYSIS SHALL BE PERFORMED BY THE OWNER'S AGENT TO CERTIFY THAT THE EXISTING/PROPOSED COMMUNICATION STRUCTURE AND COMPONENTS ARE STRUCTURALLY ADEQUATE TO SUPPORT ALL EXISTING AND PROPOSED ANTENNAS, COAXIAL CABLES AND OTHER APPURTENANCES. 14. PROPERTY LINE INFORMATION WAS PREPARED USING DEEDS, TAX MAPS, AND PLANS OF RECORD AND SHOULD NOT BE CONSTRUED AS AN ACCURATE BOUNDARY SURVEY. 15. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD. 16. NO SIGNIFICANT NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM THIS FACILITY. 17. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN HABITATION (NO HANDICAP ACCESS REQUIRED). 18. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SANITARY SERVICE. 19. POWER TO THE FACILITY WILL BE MONITORED BY A SEPARATE METER. NOTE: • ILLUMINATION OF MONOPOLE ONLY IF REQUIRED BY FAA • PROPOSED ANTENNAS, EQUIPMENT FRAME, CABINETS AND ALL APPURTENANCES TO BE PAINTED SHERWIN WILLIAMS - UMBRA - SW4008 (INDUSTRIAL AND MARINE COATING). • STRUCTURAL ANALYSIS PERFORMED INDEPENDENTLY FROM THESE CONSTRUCTION DRAWINGS. • RRH = REMOTE RADIO HEAD ADDITIONAL NOTES: • THE ONLY ON-SITE LIGHTING PROPOSED IS MOUNTED ON THE PROPOSED CABINETS. THE LIGHTING IS FOR TEMPORARY MAINTENANCE ONLY. • DISTANCE BETWEEN THE FACE OF THE POLE TO THE BACK OF THE ANTENNAS/RRH SHALL NOT EXCEED 12" • NO SLOPES ASSOCIATED WITH THE INSTALLATION OF THE FACILITY AND ITS ACCESSORY USES SHALL BE CREATED THAT ARE STEEPER THEN 2:1 UNLESS RETAINING WALLS, REVETMENTS, OR OTHER STABILIZATION MEASURES ACCEPTABLE TO THE COUNTY ENGINEER ARE EMPLOYED. • THE PROPOSED FACILITY WILL NOT ADVERSELY IMPACT ANY RECOURSES IDENTIFIED IN THE NATURAL RESOURCES CHAPTER OF THE COUNTY'S COMPREHENSIVE PLAN, OR THE PARKS AND GREEN SYSTEMS CHAPTERS IN ANY COUNTY MASTER PLAN PROPOSED EQUIPMENT (75')' • (3) RW65B-C3-3XR • (4) MICROFLECT P/N B2624 • (6) 2-7/8"0 PIPE MOUNTS • (3) HYBRID CABLES • (2) CAT5 CABLES PROPOSED EQUIPMENT(70'1: • (3) 4X45W RRH (1 PER SECTOR) • (1) IBR1300_DS • (1) MICROFLECT P/N 32624 PROPOSED EQUIPMENT(6T): • (3) 2X50W RRH (1 PER SECTOR) • (1) MICROFLECT P/N 32624 • ii Know whats below. Call before you dig. li I .w d K w W TOTALLY COMMITTED. z w NB+G ENGINEERING SERVICES, DEC. W ��ui A1�ia, vn z SHENTEL' U WHITE HALL 1150 SHENANDOAH VILLAGE DRIVE WAYNESBORO, VA 22980 w (877) 468-3567 z O SHENTEL SITE NAME: c WHITE HALL SHENTEL SITE ID: 67012B 4603 GARTH ROAD w CROZET, VA 22932 ALBEMARLE COUNTY REVISIONS � I O U O DO W 2 08/29/17 REVIS ED ZD's I 00/08/17 REV IS ED ZD's 4 07/31/17 P R E LI MI NA R Y ZD's REV DATE DESCRIPTION w w TRENTT. SNARR, P.E. z � VA PROFESSIONAL ENGINEER LIC. #49978 z W w H W ELEVATION w m C - z F— w _ (n PROPOSED MOU< BRACKET (74' AG PROPOSED MONOPOLE PROPOSED MOUl' BRACKET (70' AG PROPOSED MOUE BRACKET (56' AG PROPOSED MOUE BRACKET (64' AG MOUNTING DETAIL NTS PROPOSED PIPE MOUNT MICROFLECT P/N 81832 PROPOSED MONOPOLE - GAMMA SECTOR 10 AZ. = 27D' 12" MAX. PROPOSED TRI -BRACKET MOUNT MICROFLECT P/N B2624 PROPOSED SHENTEL RVV65B-03-3XR ANTENNA (72' AGE C/L) PROPOSED SHENTEL IBR1500_DS ANTENNA z" PROPOSED SHENTEL RRH (4X45) Irl Irn I ❑ `n = _�® AREA = 255.84 SO IN. 800 RRH DETAIL � NTS 800—MHz—RRH-2X50-08 -- 11.10" — —I 11.42" 3.54" 1 AREA = 80.588 SO IN. MECHANICAL SPECIFICATIONS: HEIGHT. 10.24 IN N w WIDTH: 7.87 IN 0 o DEPTH: 3.54 IN WEIGHT: 6.62 LB 9 IBR1300_DS ANTENNA DETAIL 3 NTS C - w 1! z TOTALLY COMMITTED. CD z w NE+C ENGINEERING SERVICES, LLC. (877) 468-3567 o LSHENTEL' U WHITE HALL J a 1150 SHENANDOAH VILLAGE DRIVE ¢ WAYNES130RO, VA 229BU (877) 468-3567 o SHENTEL SITE NAME: ¢ WHITE HALL SHENTEL SITE ID: 67012B ° 4603 GARTH ROAD Lu CROZET, VA 22932 V) ALBEMARLE COUNTY REVISIONS 7.1" -+- -- F-- 71.9" —i T 15.15" SIDE VIEW FRONT VIEW AREA = 278.388 SQ IN. Crz AREA = 866.32 SQ IN. I 0 ANTENNA WEIGHT: 50.7 LBS vt W 2 08/29/17 REVIs EDZDs REV SEDZDs VV65B—C3-3XR DETAIL 4 1900 RRH DETAILoe,ae;,7 07(31/17FtESIRIPTION MINARYZDs (DjN! S C 3 NTS RRH-1900-4X45PROPOSED FREV DATE SHENTEL RRH (2x50) SEG oR PQP. 6 PROPOSED SHENTEL ANTENNAS (TYP.) NOTE: PROPOSED RRUs MOUNTED UNDERNEATH ANTENNA 'f (TYP OF 2 PER SECTOR) f 5 PROPOSED ANTENNAS MOUNTING DETAIL C-3 SCALE'. 3(16"=1'-0" PROPOSED PIPE MOUNT MICROFLECT P/N E31832 PROPOSED MONOPOLE � PROPOSED REMOTE RADIO HEAD 4X45 (TYP. OF 3) PROPOSED TRI -BRACKET MOUNT MICROFLECT P/N B2624 6 _ PROPOSED 4X45 RRH MOUNTING DETAIL SCALE'. 3(16" = 1'-0" C-3 PROPOSED PIPE MOUNT MICROFLECT P/N B1832 PROPOSED MONOPOLE � PROPOSED REMOTE RADIO HEAD 2X50 (TYP. OF 3) \Z`z PROPOSED TRI -BRACKET MOUNT MICROFLECT P/N B2624 7 PROPOSED 2X50 RRH MOUNTING DETAIL C-3 BCALE:3(16"=1'-0" PROPOSED SHENTEL IBR1300_DS ANTENNA - (TYP. OF 1) PROPOSED PIPE MOUNT MICROFLECT P/N B1832 r PROPOSED MONOPOLE PROPOSED TRI -BRACKET MOUNT MICROFLECT P/N B2624 PROPOSED IBR1300_DS 6 ANTENNA MOUNTING DETAIL SCALE'. 3116" = 1'-0" C-3 a I- z O w 0 O a w w TRENT T. SNARR, P.E. z � VA PROFESSIONAL ENGINEER LIC. #49978 w w J Lu ANTENNA & RRH Lu DETAILS z C -3 z w w IIr FRONT SWINGING DOOR 25.70" 31.50" EST CABINET WEIGHT: `o\ 2,640 LBS N 1 48VDC BATTERY CABINET C 4 NTS °TONT SWINGING DDDR 6.00" FRONT LEFT SIDE 35.44" --{ m CABINET WEIGHT: 945 LBS PLAN 0 2 9928 BTS CABINET C 4 NTS PROPOSED 79' STEEL MONOPOLE TOWER (INCLUDING TOP OF FOUNDATION) PROPOSED ANCHOR BOLTS (TYP.) RGAD4YA)' PRIVATE ENTRANCE AND LOW VOLUME COMMERCIAL ENTRANCE DETAIL MAX. 3 FOUNDATION DETAIL C-4 SCALE: 3/16"=1'-0" EXTEND ENTRANCE SURFACE (GRAVEL, ASPHALT, CONCRETE, ETC) TO RIGHT OF AY LINE OR THE LENGTH OF ENTRANCE DISTURBED. WHICHEVER IS GREATER w�Jalg 1=11, " Nwz =:-j U w N- w TOTALLY COMMgTTED. z w NB+C ENGINEERING SERVICES, LLC. z U LLSHENTEL' a 1150 SHENANDOAH VILLAGE DRIVE ¢ WAYNESBORO, VA 22980 (877) 468-3567 Z7 SHENTEL SITE NAME: WHITE HALL SHENTEL SITE ID: 670128 0 4603 GARTH ROAD w CROZET, VA 22932 Ln ALBEMARLE COUNTY REVISIONS a F- z 0 V) N W LL 0 !Y d w w TRENT T. SNARE, P.E. z � VA PROFESSIONAL ENGINEER LIC. #49978 Z W BASE EQUIPMENT W & CONSTRUCTION w ui DETAILS z -4 z Lu w 0 O LLj z W O _ 1 03/29/17 REVISED ZD's 08/08/1] RVBEDZDs 1REV 07/31/1] PRELIMINARY -. DATE DESCRIPTION a F- z 0 V) N W LL 0 !Y d w w TRENT T. SNARE, P.E. z � VA PROFESSIONAL ENGINEER LIC. #49978 Z W BASE EQUIPMENT W & CONSTRUCTION w ui DETAILS z -4 z Lu w PIOPI_D,,S�'. 1E .1. plop"" pPc PRO— PIEI ss ,ars =N N I. I—I. .—I Ppl 1R.1-1 —I-1 P_ ... Iry PI.— —N - EQUIPMENT LAYOUT PLAN F -/B' — —ING T. Iee xc uxeomrI'E-CEK ZIR t-1 "I IE 111I —�R,� ..I. =—IRPII I'll T III III T= T. i (g) STEEL PLATFORM PLAN -E eMj�LATFQRM ELEVATION NiB.i.C- TOTALLY COMMITTED. &SHENTEL: 1150SHENANW-1— EDR- -ESB—,VA2 (877) 4-7 SHE -LL S NOME: MIMWAILSHENTEL SFE ID. 67012B 4603 GARTH ROAD CROZET, VA ALBEIAARLEGOUNW REVISIONS I I I xoRN RL�xEb EQUIPMENT PLATFORM PLAN & DETAILS Ti C-5 ���/ Na♦•c� TOTALLY COMMITTER ®SHENTEI WAVNESROROVVA 729 ap RIVE 00 will \wQ�ti 'U.`/t �'� \ • �l%7'1 1! 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