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HomeMy WebLinkAboutSDP201800004 Plan - Revision 2018-03-06jLSH NTEL` SHENANDOAH MOBILE, LLC ("SHENTEL') PROJECT NARRATIVE SHENTEL PLANS TO BUILD ANEW WIRELESS TELECOMMUNICATIONS FACILITY WHICH WILL INCLUDE A NEW TOWER AND ACCESS DRIVE AS DEFINED ON THIS PLAN SET. SHENTEL WILL BE THE ANCHOR TENANT AND THEY WILL OCCUPY THE TOP POSITION ON THE TOWER AND INSTALL AN EQUIPMENT PLATFORM AT GROUND LEVEL PER THESE PLANS. THE PROPOSED TOWER COMPOUND WILL NOT BE LOCATED INSIDE EXISTING WETLANDS OR RIPARIAN BUFFERS. SITE INFORMATION I SITE ADDRESS: JURISDICTION: LATITUDE (NAD 83): LONGITUDE (NAD 83): GROUND ELEVATION: ZONING: PARCEL ID: PARCEL AREA: CURRENT USE: PROPOSED IMPERVIOUS AREA: PROPOSED DISTURBED AREA: PARCEL OWNER: TOWER OWNER: STRUCTURE TYPE: CLASSIFICATION GROUP: CONSTRUCTION TYPE: PROPOSED RAD CENTER: OVERALL HEIGHT: POWER PROVIDER: ACCESS DRIVE ENTRANCE LATITUDE (NAD 83): LONGITUDE (NAD 83): 2110 STONY POINT ROAD CHARLOTTESVILLE, VA 22911 ALBEMARLE COUNTY N 38° 03'44.9981" W78'25'45.4313" 489.2' (AMSL) NAVD, 1988 RURALAREA 06200-00-00-06300 2.95 ACRES RESIDENTIAL - SINGLE FAMILY 36 SQ. FT. 7,100 SQ. FT. MATTHEW S. FARRELL 2110 STONY POINT ROAD CHARLOTTESVILLE, VA 22911 SHENANDOAH MOBILE, LLC ("SHENTEL") 1150 SHENANDOAH VILLAGE DRIVE WAYNESBORO, VA 22980 MONOPOLE U 2B 131.0' AGL 133.0' AGL (INCLUDING TOP OF FOUNDATION) CVEC (800) 367-2832 N 38° 03'42.3174" W78'25'44.0862" APPLICANT APPLICANT: SHENTEL 1150 SHENANDOAH VILLAGE DRIVE WAYNESBORO, VA 22980 SHENTEL SITE NAME: STONY POINT SHENTEL SITE NUMBER: 67014 2110 STONY POINT ROAD CHARLOTTESVILLE, VA 22911 ALBEMARLE COUNTY VICINITY MAP DRAWING INDEX T-1 -_---- - 38.0624 , EE -1 -78.42433 EE -2 SITE EE -3 c. _ K —-..mo,iaort Z w o' _ < Fb --•0 F ELEVATION C-3 NAaG,E�Charlot>sINN,.. C-4 c C-5 ; C-6 eEr asory DIRECTIONS START OUT GOING WEST ON SHENANDOAH VILLAG DR TOWARD CAMDEN COYNER LN. TURN RIGHT ONTO US -340 N/ROSSER AVE. MERGE ONTO 1-64 E TOWARD RICHMOND. TAKE THE US -250 EXIT, EXIT 124, TOWARD CHARLOTTESVILLE/SHADWELL. TURN LEFT ONTO US -250 W/RICHMOND RD. TURN RIGHT ONTO STONY POINT RD/VA-20. 2110 STONY POINT RD, CHARLOTTESVILLE, VA 22911-6053 IS ON THE LEFT. CODE COMPLIANCE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES. • 2012 INTERNATIONAL BUILDING CODE • ANSI/TIA-222-G • 2011 NATIONAL ELECTRICAL CODE • TIA 607 • 2009 NFPA 101, LIFE SAFETY CODE • INSTITUTE FOR ELECTRICAL & ELECTRONICS ENGINEER 81 • 2009 IFC • IEEE C2 NATIONAL ELECTRIC SAFETY CODE LATEST EDITION • AMERICAN CONCRETE INSTITUTE • TELECORDIA GR -1275 • AMERICAN INSTITUTE OF STEEL CONSTRUCTION • ANSI/T 311 • MANUAL OF STEEL CONSTRUCTION 13TH EDITION • Know what's below. Call before you dig. PERMIT INFORMATION COUNTY OF ALBERMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT 401 McINTIRE ROAD CHARLOTTESVILLE, VA 22902 (434)296-5832 ATTN: PLANS REVIEWER PROJECT TEAM l ENGINEERING FIRM: SITE ACQUISITION CONTRACTOR: SHENTEL CONSTRUCTION MANAGER SHENTEL SITE ACQUISITION: NB+C ENGINEERING SERVICES, LLC. 4435 WATERFRONT DRIVE, SUITE 100 GLEN ALLEN, VA 23060 (804) 548-4079 SHANA SUTTON NETWORK BUILDING + CONSULTING, LLC 4435 WATERFRONT DRIVE, SUITE 100 GLEN ALLEN, VA 23060 (804) 548-4079 BRADLEY S. BAYS SHENTEL 1150 SHENANDOAH VILLAGE DRIVE WAYNESBORO, VA 22980 (443) 454-0180 DEBBIE BALSER MANAGER, SITE ACQUISITION 1150 SHENANDOAH VILLAGE DRIVE WAYNESBORO, VA 22980 540-941-4220, EXT 3071 Lu TOTALLY COMMITTED z Lu NB+C ENGINEERING SERVICES, I.I.C. m EALLEENOA3dO6prtE t0U GEN SHENTEL 1150 SHENANDOAH VILLAGE DRIVE E- Q I I WAYNESBORO, VA 22980 (877) 468-3567 o DRAWING INDEX T-1 TITLE SHEET EE -1 EASEMENT EXHIBIT EE -2 EASEMENT EXHIBIT EE -3 EASEMENT EXHIBIT Z-1 SITE PLAN C-1 COMPOUND PLAN C-2 ELEVATION C-3 ANTENNA & RRH DETAILS C-4 BASE EQUIPMENT DETAILS C-5 EQUIPMENT PLATFORM C-6 AREA TOPO MAP PROJECT TEAM l ENGINEERING FIRM: SITE ACQUISITION CONTRACTOR: SHENTEL CONSTRUCTION MANAGER SHENTEL SITE ACQUISITION: NB+C ENGINEERING SERVICES, LLC. 4435 WATERFRONT DRIVE, SUITE 100 GLEN ALLEN, VA 23060 (804) 548-4079 SHANA SUTTON NETWORK BUILDING + CONSULTING, LLC 4435 WATERFRONT DRIVE, SUITE 100 GLEN ALLEN, VA 23060 (804) 548-4079 BRADLEY S. BAYS SHENTEL 1150 SHENANDOAH VILLAGE DRIVE WAYNESBORO, VA 22980 (443) 454-0180 DEBBIE BALSER MANAGER, SITE ACQUISITION 1150 SHENANDOAH VILLAGE DRIVE WAYNESBORO, VA 22980 540-941-4220, EXT 3071 Lu TOTALLY COMMITTED z Lu NB+C ENGINEERING SERVICES, I.I.C. m EALLEENOA3dO6prtE t0U GEN SHENTEL 1150 SHENANDOAH VILLAGE DRIVE E- Q I I WAYNESBORO, VA 22980 (877) 468-3567 o SHENTEL SITE NAME: Q STONY POINT 03/06/18 SHENTEL SITE ID: 67014 -- 2110 STONY POINT ROAD Eli CHARLOTTESVILLE, VA 22911 E- m ALBEMARLE COUNTY � 1 1� 11y\ i 4 CEJ Q o RE TRAVIS SNARR w Lic. No. 049978 �� DATE 03/06/18, LU LU TRENT T. SNARR, P. E. z VA PROFESSIONAL ENGINEER LIC. #49978 Z LU w J H ru TITLE SHEET Eli w Eli T-1 z w Eli REVISIONS 7 03/06/18 FINAL BRN Q 8 02/05/18 FINAL JAE 0 0 5 01/29/18 REVISED BRN LU 4 01/17/18 REVISED CCC Z C'3 3 12/13/17 REVISED PJP U) -J 2 11/10/17 REVISED BRN 10/18/17 REVISEDAI07/21/17 rREV PRELIMINARY ZD's AI DATE =FUPTION BY � 1 1� 11y\ i 4 CEJ Q o RE TRAVIS SNARR w Lic. No. 049978 �� DATE 03/06/18, LU LU TRENT T. SNARR, P. E. z VA PROFESSIONAL ENGINEER LIC. #49978 Z LU w J H ru TITLE SHEET Eli w Eli T-1 z w Eli *SEE SHEET EE3 FOR LEGAL DESCRIPTIONS T.M.P. 62-49B N/F JOHN W. & BETTY PROPST D.B. ''An /o 77A D.B. 34� z IIETERY LOT PROPOSED 133' MONOPOLE (INCLUDING TOP OF FOUNDATION) LAT: N 38°03'44.9981 " LON: W 78°25'45.4313" P. _65 \ ELEV. 489.2'(NAVD 88) N/F TEARLENE COLES D.B. 1665/PG. 369 D.B. 96 PG. 177 PLAT \ *SEE SHEET EE2 FOR DETAIL ZONED RA PROPOSED 45' x 55' LEASE AREA EXHIBIT NOTES REFERENCE TREE 614 \ \ TBR EximNc LEASE aN T B R TS ®o EYISNNG \COIIPoUNO 5 REFERENCE TREE - 1 \ x i /�' T.M.P. 62-63 N/F MATTHEW S. FARRELL W.B. 42 PG. 491 i e / D.B. 3043/PG. 584 D.B. 3043 PG. 586 PLAT / ZONED RA „ � � woaDLD A,eEn °e a 1. TOPOGRAPHIC SURVEY PERFORMED BY CAUSEWAY CONSULTANTS, P.C. P. 0. BOX 15039. CHESAPEAKE, VIRGINIA, 23328-50394. PHONE: 757-482-0474. SURVEY DATE: JUNE 28, 2017. EXISTINGE NT ACCESS EASSEMEENT 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 UTILITIES. 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 PROPERTY. 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 LIE WITHIN FLOOD ZONE "X11, ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY — NATIONAL FLOOD INSURANCE COMMUNITY NUMBER 51003C-0295 D, 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. \ 11 P4 �Nw I ryt P/P VEEco \ \ DDss p CAR-JH4� P )ELCD AR `G%N 0 EXISTING WELC EXISUNG SHED N ��A 1�,Ny�ry D IA e n EXISTING DWELLING P �C�„e1p1 10, 5T NY p rRIPrIVE R� 30 P Cc 0 TREE INVENTORY w Surveyors %NC P.o eox is..s ¢ CHESAPEAKE, VA. 23328 PHONE: 757-482-0474 QCAUSEW CONSULTANTS, P.C. 2017 w z CD w [A NE94mC'"(404) TOTALLY C©MMITTEQ NR+C ENGINEERING SERVICES, LLC. `SWATE"`RONTDRImss°"EIM cLENnuEN, vn2 50 .SA07S NUMBER SPECIES CALIPER AGL HEIGHT CANOPY HEIGHT TWIN OAK 15" 108' 599' AMSL (406) POPLAR 24" 116' 608' AMSL (408) OAK 30" 117' 610' AMSL (410) OAK 8" 59' 551' AMSL (412) TWIN OAK 12" 91' 583' AMSL (414) TWIN OAK 12" 88' 578' AMSL U CL L. S H E N T E L 1150 SHENANDOAH VILLAGE DRIVE WAYNESBORO, VA 22980 (877)468-3567 (416) OAK 50" 121' 610' AMSL I (418) OAK 10" 80' 570' AMSL (420) POPLAR 10" 86' 574' AMSL (422) OAK 48" 131' 617' AMSL (424) OAK 24" 108' 592' AMSL (426) OAK 24" 126' 612' AMSL (428) POPLAR 48" 126' 611' AMSL (600) OAK 6" 56' 546' AMSL 0 S? F U) EASEMENT EXHIBIT - SHENTEL SITE ID: 67014 SITE NAME: STONY POINT #2110 Stony Point Road CHARLOTTESVILLE, VA 22911 ALBEMARLE COUNTY, VA (602) OAK 12" 85' 574' AMSL (604) BEECH 4" 64' 552' AMSL (606) POPLAR 15" 118' 606' AMSL (608) MAPLE 10" 35' 523' AMSL (610) POPLAR 15" 109' 597' AMSL (612) TWIN POP 18" 115' 603' AMSL (614) TWIN POP 20" 124' 612' AMSL REVISIONS (616) QUAD POP 18" 122' 609' AMSL *TOTAL TREES TO BE REMOVED: 2 NOTES - 0 0 1. REFERENCE TREE IS IDENTIFIED ABOVE IN BOLD. w a 2/12/17 RESIZE LEASE AREA RW 2. TREE DRIPLINES ARE DRAWN TO SCALE. 3 12/9/17 MOVE LEASE AREA RW 3. UNDERLINED TREE HEIGHTS HAVE BEEN CONFIRMED BY A THIRD PARTY TOWER CLIMB. 0 2 0/13/17 ADD NOTES RW 1 10/5/17 NEW POLE LOCATION RW 0 7/28/17 EASEMENT EXHIBIT RW REV DATE DESCRIPTION BY T.M.P. 62-62 N/F ELNORA DICKERSON ESTATE W.B. 42 PG. 474 D.B. 309/PG. 371F D.B. 1594 PG. 282 PLAT ZONED RAILLIAMS, tROBERT JR.-° 002/5x51 LLJ /U 0—�0 R,4 �C�„e1p1 10, 5T NY p rRIPrIVE R� 30 P Cc 0 Consultants, P.C. XL7,l w Surveyors %NC P.o eox is..s ¢ CHESAPEAKE, VA. 23328 PHONE: 757-482-0474 QCAUSEW CONSULTANTS, P.C. 2017 w w _ Ln 1_< CH%PHIC SCALE I ”-60' r • •• 120 is• EASEMENT EXHIBIT EE -1 LINE TA LINE BEARING Ll S 43°03'35' L2 S 46'5625' L3 N 43°03 35' L4 N 46'5625' PROPOSED 13_� (INCLUDING TO[ LAT: N 38°03'4 LON: W 78°25' ELEV. 489.2'(N LEGAL DESCRIPTION PROPOSED 45' x 55' LEASE AREA A PROPOSED 45' x 55' LEASE AREA ON TAX MAP PARCEL 62-63 AS SHOWN "^^ IT PAGE 586 OF RECORD IN THE CLERK OF RLE COUNTY, VIRGINIA; BEING MORE IS'. VORTHWESTERL Y MOST CORNER OF AN A TIE LINE S 46°19 37" E A DISTANCE OF POINT AND PLACE OF BEGINNING CE Lu Niamlmc:," TOTALLY COMMITTER z W NB+C ENGINEERING SERVICES, LLC. -S WATERFRONT DRIVE, SUITE, W OLENALLEN, VAYdBBB BJ6.518.d0]B 7F 55. DO' TO A POINT,; OF 45.00' TO A POINT, EASEMENT EXHIBIT-SHENTEL ��++►► S H E N T E L OF 55.00' TO A POINT- z ,L 7F 45.00' TO A POINT WHICH IS THE TRUE v J 1150 SHENANDOAH VILLAGE DRIVE VING AN AREA OF 2,475 SQUARE FEET OR a WAYNESBORO, VA 22980 U) w 2 0/13/17 (877)468-3567 0 EASEMENT EXHIBIT-SHENTEL a SITE ID: 67014 SITE NAME: STONY POINT o #2110 Stony Point Road RESIZE LEASE AREA CHARLOTTESVILLE, VA 22911 00 11 ALBEMARLE COUNTY, VA REVISIONS 0 CIE 0 ' >�ausewa Consultants, P.C. Cr 0 v Land Surveyors VA&NC 0 w 4 2/12/17 RESIZE LEASE AREA z C7 3 12/9/17 MOVE LEASE AREA U) w 2 0/13/17 ADD NOTES 1 10/5/17 NEW POLE LOCATION 0 7/28/17 EASEMENT EXHIBIT REV DATE DESCRIPTION atsuRl A.P. 6S. F o WILLIAMS, JR.aTHEW S. FARRELL42 PG. 491 U) 002551 3043/PG. 584 LL43 PG. 586 PLAT 0-201%?ONED RA E ACCESS EASEMENT CIE 0 ' >�ausewa Consultants, P.C. v Land Surveyors VA&NC HEAVILY � X 1.0 Box 15039 CHESAPEAKE, VA. 23328 PHONE -757-482-0474 WOODED AREA v1 ©�,�sEwAv CoNsuLT,�z s. R� EASEMENT w EXHIBIT 00 CRAPHIC SC% L E- I " 20' � 20 40 60 lEr EE-2 T. M. P. 62-495 N/F JOHN W. & BETTY PROPST D. B. 249/PG. 334 D.B. 349 PG. 336 PLAT ZONED RA IRON PIN(F) LEGAL DESCRIPTION OF A PORTION OF A PROPOSED FALL ZONE EASEMENT A PORTION OF A PROPOSED FALL ZONE EASEMENT ON TAX MAP 62 PARCEL 65 AS RECORDED IN DEED BOOK 1665 AT PAGE 369; NOW OR FORMERLY EARLENE COLES SITUATE ON THE NORTHERLY SIDE OF STATE ROUTE 20, LOCALLY KNOWN AS STONY POINT ROAD IN THE RIVANNA DISTRICT OF ALBEMARLE COUNTY, VIRGINIA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT AN IRON PIN ON LINE BEING 37.16' FROM THE "CORNER" AS SHOWN ON THAT PLAT RECORDED IN D.B. 3043 AT PAGE 586 \ AND BEING THE SOUTHEASTERLY CORNER OF SAID TAX MAP 62 PARCEL 63; THENCE N 32°41'31" W A DISTANCE OF 159.38' TO A POINT \ BEING THE TRUE POINT AND PLACE OF BEGINNING OF A PORTION OF A FALL ZONE EASEMENT ON TAX MAP 62 PARCEL 63; THENCE ALONG TWO EVEN SEGMENTS OF A CURVE HAVING A RADIUS OF 133.00' AND AN ARC LENGTH OF 279.92'; N 62°50'18" W A DISTANCE OF 133.59' TO THE MIDPOINT OF SAID CURVE; THENCE N 02°32'42" E A DISTANCE OF 133.59' TO A POINT BEING THE END OF SAID CURVE; THENCE S 32°41'31" E A DISTANCE OF 231.04' TO A POINT WHICH IS THE TRUE POINT AND PLACE OF BEGINNING HAVING AN AREA OF 11,001 SQUARE FEET OR 0.253 ACRES. T. M. P. 62-63A IRON PIN(F) \ IV/F LESTER L. SMITH \ T. M. P. 62-62 D.B. 3043/PG. 584 N/F ELNORA ZONED RA DICKERSON ESTATE CEMETERY ZONED LOT IRON PIN(F) W. H. 42 PG. 474 D. B. 309/PG. 371 D B 7594 PG 282 PLAT ZONED RA EXISTING 25' ACCESS EASEMENT D.B. 3043/P. G. 586 I � \ PROPOSED FALL ZONE EASEMENT AREA=11,001 SQ. FT. OR 0.253 ACRES .p Q C Q T. M. P. 62- 63 T.M.P. 62-65 w AI/F MATTHEW S. FARRELL N/F EARLEIVE COLES — X - W.B. 42 PG. 497 D.B. 1665/PG. 369 o D.8. 304,3/PG. 584 D.B. 96 PG. 177 PLAT \� D.B. 3043 586 PLAT 70NED RA10 \ ZONEEDD RA \ 's CURVE TABLE CURVE RADIUS ' ARC LENGTH TANGENT DELTA ANGLE CHORD BEARING CHORD LENGTH C 1 133.00 279.92' 233. 11 ' 120'35'11 " S 32'41 31 " E 12J1.04' \ \ P. O. B. \ IRON PIN(F) 1 ON LINE © J7.16' ,-l POINT RoW le YIP / S30N P RESOR GRAPHIC SCALE 1 =80 z z 0 a 0 z LLJ CC 0 U w Z C7 w ❑ Q 0 w Q J LL Niamlmc:TM TOTALLY COM M ITTEQ NR+C ENGINEERING SERVICES, LLC. MM WF]ERFRGN] DRW SURE 100 GLEN MI. EN,VA23000 BJ6.510.d079 LSHENTEL 1150 SHENANDOAH VILLAGE DRIVE WAYNESBORO, VA 22980 (877)468-3567 EASEMENT EXHIBIT- SHENTEL SITE ID: 67014 SITE NAME: STONY POINT #2110 Stony Point Road CHARLOTTESVILLE, VA 22911 ALBEMARLE COUNTY, VA REVISIONS 1 0 111/8/171 EASEMENT EXHIBIT I RW 1 DATE I DESCRIPTION TH 0 ROBERT T. WILLIAMS, JR. LIC. No. 002551 911/2-12-2017 SUR'T yo I Ccuseway Consultants, P.C. Land Surveyors VA&NC P.O BOX 15039 CHESAPEAKE, VA. 23328 PHONE: 757-482-0474 ©—SEW CONS -11,. R.c. e0,, FALL ZONE EASEMENT EXHIBIT EE -2 GPIN: 06200-00-00-04.990 OWNER: FLICKER HILL LLC \ AREA: 0ACRES / \ ADDRESS: 102929 FL FLICKER DRIVE � Q4' O Q� \ / GPIN: 06200-00-00-06300 \ / OWNER: F , MATTHEW S \ AREA:: 29520 ACRES ADDRESS: 2110 STONY POINT ROAD EXISTING \ WOODED AREA EXISTING FENCED \ COMPOUND GPIN: 06200-00-00-06JAO SMITH, LESTER L EXISTING 120' \ OWNER: 0.2580 ACRES MONOPOLE / ADDRESS: 1119 FOREST HILLS AVE \ / CEMETERY LOT /\\ PROPOSED FALL ZONE EASEMENT (0.253 ACRES) EXISTING GR, PARKING SP / / PpG504DI �iPG \ \ CENT R o /1p 6 PROPOSED 15'x30' SHENTEL 65 1 EX, / IT FEqqE, R LIT, / REFERENCE TREE E PA E / EE1 FOR TREE INVENT RY LI T w J \I 1 / � EXISTING SHED \ 1 PROPOSED 133' MONOPOLE. / (INCLUDING TOP OF FOUNDATION) X I PROPOSED 45'x55' SHENTEL / \\ / LEASE AREA EXISTING RESIDENCE GPIN: 06200-00-00-06500 OWNER: EARLENE, COLES AREA: 2.0180 ACRES ADDRESS: 2108 STONY POINT ROAD EXISTING J / WOODED AREA / • • Know what's below. Call before you dig. EXISTING PROPERTY LINE SETBACK (TYP.) / l \ \ EXIING UTlI�Y POLE / (TYP.) / EXISTING GRA AEL J / ACCESS DRIVE EXISTING -/ WOODED AREA GPIN: 06200-00-00-06200 OWNER: DICKERSON, ELNORA ESL MARGARET M SMITH AREA: 4.0 ACRES ADDRESS: 2108 STONY POINT ROAD ``x l- cA SS & \ NT \ \ EXISTING WOODED AREA 12' GRAVEL ROAD D \ _EXISTING \ SHED EXISTING RESIDENCE \ E511 110 �IS11NG PROP 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 FACILITY. 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 "STONY POINT" DATED 12/13/17. 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, THE PROPOSED TELECOMMUNICATIONS SITE IS LOCATED IN ZONE "X", COMMUNITY PANEL NO. 51003C-0295 D, DATED 02-04-2005. 9. SITE ADDRESS IS 2110 STONY POINT ROAD, CHARLOTTESVILLE, VA 22911. 10. FROM ALBEMARLE COUNTY'S RECORDS, THE EXISTING RESIDENCE IS APPROX. 800 SQ. FT. AND THE EXISTING SHED IS LESS THAN 500 SQ. FT. 11. PROPOSED SITE TO UTILIZE EXISTING PARKING SPACE(S). Ir LU NiSMIEC" LU TOTALLY COMMITTED z LU NB -C ENGINEERING SERVICES, LLC. u35 WGF,UENDVN� VE. SOIiE t00 IEN z ®SHENTEL J 0- 1150 SHENANDOAH VILLAGE DRIVE a I I WAYNESBORO, VA 22980 (877) 468-3567 z O SHENTEL SITE NAME: a STONY POINT SHENTEL SITE ID: 67014 7 2110 STONY POINT ROAD LU CHARLOTTESVILLE, VA 22911 U) ALBEMARLE COUNTY l \ / V Q U z O RE TRAVIS SNARR w Lic. No. 049978 0 DATE 03/06/18 , s`sI(ATAX LU LU w TRENT T. SNARR, P.E. Z VA PROFESSIONAL ENGINEER LIC. #49978 LU H w SITE PLAN GRAPHIC SCALE SITE PLAN 80 69� 160 mg SCALE: 1" = 80'-0"_(IN FEET)11NCH= 80 FEET REVISIONS 7 03/06/18 FINAL BRN 0 6 02/05/18 FINAL JAE 0 5 01/29/18 REVISED BRN LLI 4 01/17/18 REVISED CCC Ea Z 3 12/13/17 REVISED PJP wO 2 11/10/17 REVISED BRN 1 10/18/17 REVISED Al 0 07/21/17 PRELIMINARYZD'S Al REV DATE _ . 0r+4GIZIPTI0N BY l \ / V Q U z O RE TRAVIS SNARR w Lic. No. 049978 0 DATE 03/06/18 , s`sI(ATAX LU LU w TRENT T. SNARR, P.E. Z VA PROFESSIONAL ENGINEER LIC. #49978 LU H w SITE PLAN GRAPHIC SCALE SITE PLAN 80 69� 160 mg SCALE: 1" = 80'-0"_(IN FEET)11NCH= 80 FEET W. u dig. Ir Lu Namlmc:" Lu TOTALLY COMMITTER z Lu NB -C ENGINEERING SERVICES, LLC. u35 WGF�UENDVN� VE. SOIiE t00 IEN z ®SHENTEL U J 0- 1150 SHENANDOAH VILLAGE DRIVE a I I WAYNESBORO, VA 22980 (877) 468-3567 o SHENTEL SITE NAME: a STONY POINT SHENTEL SITE ID: 67014 7 2110 STONY POINT ROAD z Lu CHARLOTTESVILLE, VA 22911 U5 ALBEMARLE COUNTY z 0 RE TRAVIS SNARR w Lic. No. 049978 DATE 03/06/18 A, TAX Lu W W TRENT T. SNARR, P.E. z VA PROFESSIONAL ENGINEER LIC. #49978 Z W (Lou J H ru COMPOUND PLAN W cr Lu EDz C.1 Lu Lu co REVISIONS 7 03/06/18 FINAL BRN Q 6 02/05/18 FINAL JAE 0 5 01/29/18 REVISED BRN U W 4 01/17/18 REVISED CCC Z 3 12/13/17 REVISED PJP U) 0 2 11/10/17 REVISED BRN 1 10/18/17 REVISED Al 0 07/21/17 PRELIMINARYZD'S Al REV DATE _ . ORC;GRIPTION BY z 0 RE TRAVIS SNARR w Lic. No. 049978 DATE 03/06/18 A, TAX Lu W W TRENT T. SNARR, P.E. z VA PROFESSIONAL ENGINEER LIC. #49978 Z W (Lou J H ru COMPOUND PLAN W cr Lu EDz C.1 Lu Lu co STOP OF PROPOSED MONOPOLE ELEV�.-_622.1--622.1 ` AMSL PROPOSED SHE ANTENNA CENTERLINE ELEV.=619.1' AMSL PROPOSED SHE RRH CENTERLINE ELEV.=614.6' AMSL TOP OF REFERENCE TREE ELEV.=612. 1' AMSL VPROPOSED SHNTEL RRH CENTERLINE ELEV.=612.1' IEMSL PROPOSED SHENTEL RRH CENTERLINE ELEV�.--609.1` AMSL REFERENCE TREE FINISHED GRADE AT TOWER ELEV.=488. I' AMSL PROPOSED SHENTEL IBR1300-DS ANTENNA PROPOSED SHENTEL RRH 4X45 MOUNTED BELOW ANTENNA (TYP.OF 3) 29'-4" HIGHEST POINT OF 1" DIA. LIGHTNING ROD ® 624.1' AMSL ---{ I �— 18" POLE DIA. AT TOP PROPOSED SHENTEL ANTENNA (TYP. OF 3) PROPOSED SHENTEL RRH CENERLN 14ELEV.= AMLE PROPOSED SHENTEL RRH6CENELINE = 11R ELEV.MSL PROPOSED SHENTEL RRH 2X50 MOUNTED BELOW ANTENNA (TYP.OF 3) TOWER DIMENSION AT BASE=60" DIA. (30" MAX POLE DIAMETER) PROPOSED SHENTEL ICE BRIDGE PROPOSED SHENTEL EQUIPMENT ON STEEL PLATFORM GENERAL NOTES 1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES ORDINANCES, LAWS AND REGULATIONS OF ALL MUNICIPALITIES, UTILITIES COMPANY OR 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 AND THEN PAINTED SHERWIN WILLIAMS - UMBRA - SW4008 (INDUSTRIAL AND MARINE COATING). 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. 20. THE FACILITY IS NOT LOCATED SO THAT R AND THREE (3) OR MORE EXISTING OR APPROVED PERSONAL WIRELESS SERVICE FACILITIES ARE WITHIN AN AREA COMPRISED OF A CIRCLE CENTERED ANYWHERE ON THE GROUND HAVING A RADIUS OF TWO HUNDRED (200) FEET. NOTE: • ILLUMINATION OF MONOPOLE ONLY IF REQUIRED BY FAA. • PROPOSED MONOPOLE, 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 1 TOWER ELEVATION C-2 SCALE: 1" = 16-0" GRAPHIC SCALE 16 0 16 32 64 (INFEET) 1 INCH = 16 FEET PROPOSED EQUIPMENT (1311: • (3) RW65B-C3-3XR • (4) MICROFLECT P/N B2624 • (6) 2-7/8"0 PIPE MOUNTS • (3) HYBRID CABLES • (2) CAT5 CABLES PROPOSED EQUIPMENT (1261: • (3) 4X45W RRH (1 PER SECTOR) • (1) IBR1300-DS • (1) MICROFLECT P/N B2624 PROPOSED EQUIPMENT (123'): • (3) 2X50W RRH (1 PER SECTOR) • (1) MICROFLECT P/N 82624 • Know what's below. Call before you dig Ir LU LU TOTALLY COrMHTTED LU W NB -C ENGINEERING SERVICES, LLC. u35 WG NEE F N,VN� DRIVE, SUITE 100 z &SHENTEL• U 0- 1150 SHENANDOAH VILLAGE DRIVE a I I WAYNESBORO, VA 22980 (877) 468-3567 z O (3) PROPOSED SHENTEL HYBRID a CABLES AND (2) 1/2" CAT5 CABLES (RUN INSIDE MONOPOLE) 7 PROPOSED 132' MONOPOLE LU (133' INCLUDING TOP OF FOUNDATION) TOWER DIMENSION AT BASE=60" DIA. (30" MAX POLE DIAMETER) PROPOSED SHENTEL ICE BRIDGE PROPOSED SHENTEL EQUIPMENT ON STEEL PLATFORM GENERAL NOTES 1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES ORDINANCES, LAWS AND REGULATIONS OF ALL MUNICIPALITIES, UTILITIES COMPANY OR 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 AND THEN PAINTED SHERWIN WILLIAMS - UMBRA - SW4008 (INDUSTRIAL AND MARINE COATING). 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. 20. THE FACILITY IS NOT LOCATED SO THAT R AND THREE (3) OR MORE EXISTING OR APPROVED PERSONAL WIRELESS SERVICE FACILITIES ARE WITHIN AN AREA COMPRISED OF A CIRCLE CENTERED ANYWHERE ON THE GROUND HAVING A RADIUS OF TWO HUNDRED (200) FEET. NOTE: • ILLUMINATION OF MONOPOLE ONLY IF REQUIRED BY FAA. • PROPOSED MONOPOLE, 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 1 TOWER ELEVATION C-2 SCALE: 1" = 16-0" GRAPHIC SCALE 16 0 16 32 64 (INFEET) 1 INCH = 16 FEET PROPOSED EQUIPMENT (1311: • (3) RW65B-C3-3XR • (4) MICROFLECT P/N B2624 • (6) 2-7/8"0 PIPE MOUNTS • (3) HYBRID CABLES • (2) CAT5 CABLES PROPOSED EQUIPMENT (1261: • (3) 4X45W RRH (1 PER SECTOR) • (1) IBR1300-DS • (1) MICROFLECT P/N B2624 PROPOSED EQUIPMENT (123'): • (3) 2X50W RRH (1 PER SECTOR) • (1) MICROFLECT P/N 82624 • Know what's below. Call before you dig Ir LU LU TOTALLY COrMHTTED LU W NB -C ENGINEERING SERVICES, LLC. u35 WG NEE F N,VN� DRIVE, SUITE 100 z &SHENTEL• U 0- 1150 SHENANDOAH VILLAGE DRIVE a I I WAYNESBORO, VA 22980 (877) 468-3567 z O SHENTEL SITE NAME: a STONY POINT SHENTEL SITE ID: 67014 7 2110 STONY POINT ROAD LU CHARLOTTESVILLE, VA 22911 GO ALBEMARLE COUNTY f ✓ tz RE TRAVIS SNARR O w Lic. No. 049978 �� DATE 03/06/18 , SSi�TAT �� LU w W TRENT T. SNARR, P.E. z VA PROFESSIONAL ENGINEER LIC. #49978 z LU w J H ELEVATION w cr m 2 z w W S REVISIONS 7 03/06/18 FINAL BRN Q 6 02/05/18 FINAL JAE 0= 5 01/29/18 REVISED BRN LLI 4 01/17/18 REVISED CCC CC Z 3 12/13/17 REVISED PJP 0 2 11/10/17 REVISED BRN 1 10/18/17 REVISED Al 0 07/21/17 PRELIMINARYZD'S Al REV DATE _ . ORC;GRIPTION BY f ✓ tz RE TRAVIS SNARR O w Lic. No. 049978 �� DATE 03/06/18 , SSi�TAT �� LU w W TRENT T. SNARR, P.E. z VA PROFESSIONAL ENGINEER LIC. #49978 z LU w J H ELEVATION w cr m 2 z w W S PROPOSED MOUD BRACKET (132' AGI PROPOSED MONOPOLE PROPOSED MOUD BRACKET (129' AGI PROPOSED MOUE, BRACKET (126' AGI PROPOSED MOUE, BRACKET (123' AGI 1 MOUNTING DETAIL C3 NTS PROPOSED SHENTEL ANTENNAS (TYP.) PROPOSED MONOPOLE PROPOSED PIPE MOUNT MICROFLECT P/N 91832 SECTOR Gr' 250 PROPOSED TRI -BRACKET MOUNT MICROFLECT P/N 82624 PROPOSED SHENTEL RW65B-C3-3XR ANTENNA (131' AGL C/L) PROPOSED SHENTEL IBR1300-DS ANTENNA 2" PROPOSED SHENTEL RRH (4X45) 15.15" PROPOSED SHENTEL RRH (2x50) NOTE: PROPOSED RRUs MOUNTED UNDERNEATH ANTENNA (TYP OF 2 PER SECTOR) (a:) PROPOSED ANTENNAS MOUNTING DETAIL C-3 SCALE: 3/16" = V-0" 7.1"-" i 11.9"� SIDE VIEW FRONT VIEW AREA = 866.32 SO IN. ANTENNA WEIGHT: 50.7 LBS 2 RVV65B-C3-3XR DETAIL C3 NTS PROPOSED MONOPOLE PROPOSED PIPE MOUNT MICROFLECT P/N 81832 PROPOSED TRI -BRACKET MOUNT MICROFLECT P/N 82624 PROPOSED REMOTE RADIO HEAD 4X45 (TYP .OF 3) Lf) PROPOSED 4X45 RRH MOUNTING DETAIL C-3 SCALE: 3/16" = T-0" e Lei• AREA = 255.84 SO IN. �� 800 RRH DETAIL c� "Ts 800-MHz-RRH-2X50-08 11.10" 11.42" -- I 0 N N a AREA = 278.388 SQ IN. 4 1900 RRH DETAIL c-3 "Ts RRH-1900-4X45 PROPOSED REMOTE i' RADIO HEAD 2X50 PROPOSED MONOPOLE (TYP. OF 3) PROPOSED PIPE MOUNT MICROFLECT P/N 81832 I —12 4- 2!-27 —2_2" PROPOSED TRI -BRACKET MOUNT MICROFLECT P/N 82624 B PROPOSED 2X50 RRH MOUNTING DETAIL C-3 SCALE: 3/16" = V-0" 7.87" 3.54" I— AREA = 80.588 SO IN. MECHANICAL SPECIFICATIONS: a a HEIGHT: 10.24 IN N N WIDTH: 7.87 IN 0 o DEPTH: 3.54 IN I WEIGHT: 8.82 LB 5 IBR1300_DS ANTENNA DETAIL C-3 NTS PROPOSED MONOPOLE PROPOSED PIPE MOUNT MICROFLECT P/N 81832 PROPOSED SHENTEL I IBR1300-DS ANTENNA JJJJ I 1i (TYP. is 1) YY" r- PROPOSED TRI -BRACKET MOUNT MICROFLECT P/N 82624 PROPOSED IBR1300_DS 9 ANTENNA MOUNTING DETAIL C-3 SCALE: 3/16" = 1'-0" Ir Lu TOTALLY COMHT QED z W NB -C ENGINEERING SERVICES, LLC. u35 WGENF�UND�SUITE 100 I z JI&SHENTEL J 0- 1150 SHENANDOAH VILLAGE DRIVE a I I WAYNESBORO, VA 22980 (877) 468-3567 o SHENTEL SITE NAME: a STONY POINT SHENTEL SITE ID: 67014 7 2110 STONY POINT ROAD Lu CHARLOTTESVILLE, VA 22911 0 ALBEMARLE COUNTY Q z O RE TRAVIS SNARR U) Lic. No. 049978 0 DATE 03/06/18 , sSI(ATAX D= Lu W TRENT T. SNARR, P.E. z VA PROFESSIONAL ENGINEER LIC. #49978 z W ANTENNA & RRH II DETAILS D= W m Li w C-3 z W S co REVISIONS 7 03/06/18 FINAL BRN 0 6 02/05/18 FINAL JAE 0= O 5 01/29/18 REVISED BRN U W 4 01/17/18 REVISED CCC Z CD 3 12/13/17 REVISED PJP U) 0 2 11/10/17 REVISED BRN 1 10/18/17 REVISED Al 0 07/21/17 PRELIMINARYZD's Al REV DATE _ . ORC;GRIPTION BY Q z O RE TRAVIS SNARR U) Lic. No. 049978 0 DATE 03/06/18 , sSI(ATAX D= Lu W TRENT T. SNARR, P.E. z VA PROFESSIONAL ENGINEER LIC. #49978 z W ANTENNA & RRH II DETAILS D= W m Li w C-3 z W S co FINISH GRADE (TYP.) 31.50" BOARD -ON -BOARD WOODEN FENCE INTERMEDIATE, GATE & CORNER POSTS FRONT SWINGING DOOR 25.70" EST CABINET WEIGHT: 2,640 LBS __'1 48VDC BATTERY CABINET C-4 NTS BOARD ON BOARD 6' WIDE GATE LEAF 6'-0" 1 5/8"0 PIPE FRAME GATE WITH MECHANISM 1 5/8"0 PIPE FRAME GATE WITH MECHANISM GALVANIZED MUSHROOM STOP. ..,1 SEE 4/S-2 FOR DETAILS. 0 10" L N 6'-0" 12'-0" FRONT GATE 1 TYPICAL FENCE AND GATE DETAIL C 4 NTS 8'-0" O.C. (MAX.) 2" GAP BETWEEN WOOD PANEL AND GRAVEL 6"X6" PRESSURE TREATED WOOD POST (TYP.) 1/2" CROWN FOR DRAINAGE EXTEND STONE 1'-0" BEYOND FENCE ON ALL 4 SIDES DRILLED PIER 4000 PSI CONCRETE. EMBEDDED PORTION OF ALL POSTS SHALL BE GENEROUSLY COATED WITH WOOD PRESERVATIVE FENCE &GATE NOTES: 1 PROVIDE HALF MOON CONCRETE GATE KEEPER FOR DROP ROD 2. PROVIDE GATE CATCHES AT REQUIRED LOCATIONS 3. FENCE SHALL BE INSTALLED WITH THE FINISHED SIDE FACING OUTWARD 4. GATE TO BE SECURE WITH A MULTI -LOCK SYSTEM TO PREVENT UNAUTHORIZED ACCESS TO TELECOM FACILITY. JNI JWINUINU UUUK }� 31.80" ----1 � 6.00" PROPOSED 133' STEEL MONOPOLE TOWER (INCLUDING TOP OF FOUNDATION) PROPOSED ANCHOR BOLTS (TYP.) 60" MAX. TOWER DIMENSION AT BASE=60" DIA. (30" MAX POLE DIAMETER) a� 4 FOUNDATION DETAIL C-4 SCALE: 3/16" = T-0" Lu w NLmimr M z TOTALLY COMHT TEDD. w NB -C ENGINEERING SERVICES, LLC. u35 WGENF�UND�SUITE 100 I z ®SHENTEL U J 0- 1150 SHENANDOAH VILLAGE DRIVE a I I WAYNESBORO, VA 22980 (877) 468-3567 z 0 FROM LEFT SIDE 35.44" Q STONY POINT SHENTEL SITE ID: 67014 7 2110 STONY POINT ROAD m I; CABINET WEIGHT: 945 LBS CHARLOTTESVILLE, VA 22911 O ALBEMARLE COUNTY 02/05/18 FINAL PLAN o 0 Q5 3 9928 BTS CABINET G4 NTS PROPOSED 133' STEEL MONOPOLE TOWER (INCLUDING TOP OF FOUNDATION) PROPOSED ANCHOR BOLTS (TYP.) 60" MAX. TOWER DIMENSION AT BASE=60" DIA. (30" MAX POLE DIAMETER) a� 4 FOUNDATION DETAIL C-4 SCALE: 3/16" = T-0" Lu w NLmimr M z TOTALLY COMHT TEDD. w NB -C ENGINEERING SERVICES, LLC. u35 WGENF�UND�SUITE 100 I z ®SHENTEL U J 0- 1150 SHENANDOAH VILLAGE DRIVE a I I WAYNESBORO, VA 22980 (877) 468-3567 z 0 SHENTEL SITE NAME: Q STONY POINT SHENTEL SITE ID: 67014 7 2110 STONY POINT ROAD Lu CHARLOTTESVILLE, VA 22911 O ALBEMARLE COUNTY CL QV ivrG` z RE TRAVIS SNARR 0 wLic. No. 049978 0 �� DATE 03/06/18, D_ sSI TAX loov Lu w TRENT T. SNARR, P.E. Z �Lu I I VA PROFESSIONAL ENGINEER LIC. #49978 w BASE EQUIPMENT Ji w DETAILS co Lu Lu m I I C-4 REVISIONS 7 03/06/18 FINAL BRN O 6 02/05/18 FINAL JAE Q5 01/29/18 REVISED BRN U w 4 01/17/18 REVISED CCC Z 3 12/13/17 REVISED PJP U] 0 2 11/10/17 REVISED BRN 1 10/18/17 REVISED Al 0 07/21/17 PRELIMINARYZD's Al REV DATE _ OFiS"PTION BY CL QV ivrG` z RE TRAVIS SNARR 0 wLic. No. 049978 0 �� DATE 03/06/18, D_ sSI TAX loov Lu w TRENT T. SNARR, P.E. Z �Lu I I VA PROFESSIONAL ENGINEER LIC. #49978 w BASE EQUIPMENT Ji w DETAILS co Lu Lu m I I C-4 4'-0" a M PROPOSED SHENTEL ICE BRIDGE WITH (3) AMPHENOL HYBRID CABLES AND (3) 1/2" CAT5 CABLES �' II I � I PROPOSED PPC CABIN / / / / PROPOSED 9928 BTS iD I I / / PROPOSED / 48VDC ' BATTERY ' CABINET 10 I / / / PROPOSED / 48VDC BATTERY / CABINET NOTES: SITE IS LOCATED WITHIN THE NRQZ AND REQUIRES COORDINATION WITH THE NRAO. ALTHOUGH NOT EXPECTED, CHANGES TO THE SITE'S CONFIGURATION MAY BE REQUIRED. PROPOSED SITE WILL RECEIVE A 9928 AND BATTERY CABINET. AISG PORT 1 SHOULD BE USED FOR RET CONTROL FROM 4X40 OR 4X45. IN DC POWER CABLES, USE CONDUCTOR WITH BLACK INSULATION FOR "RETURN". IN A -48VDC SYSTEM, USE CONDUCTOR WITH RED INSULATION FOR -48VDC. FOR B -PORT MULTI -BAND ANTENNAS, CONNECT 800 MHZ 2X50 RRH PORT 1 TO ANTENNA PORT 1, 2X50 PORT 2 TO ANTENNA PORT 2, PCS 4X45 PORT 1 TO ANTENNA PORT 3, 4X45 PORT 2 TO ANTENNA PORT PORT 4, 4X45 PORT 3 TO ANTENNA PORT 5, 4X45 PORT 4 TO ANTENNA PORT 6. CONNECT 50 OHM MECA 401-12AWWP 7/16 DIN FEMALE TO ANTENNA PORT 7, 50 OHM MECA 401-12AWWP 7/16 FIN FEMALE TO ANTENNA PORT 8. PROPOSED SHENTEL EQUIPMENT PLATFORM PROPOSED SHENTEL 15'x30 LEASE AREA 1 EQUIPMENT LAYOUT PLAN C-5 NTS PIPE FLANGE 2 7/8"9 SCH. 40 PIPE 3 STEEL PLATFORM ELEVATION C 5 SCALE: 1/2"=1'-0" Ir Lu TOTALLY COrMHTTED LU LU NB -C ENGINEERING SERVICES, LLC. u35 WGENF�UND�SUITE 100 I z JI&SHENTEL U 0- 1150 SHENANDOAH VILLAGE DRIVE a I I WAYNESBORO, VA 22980 (877) 468-3567 o SHENTEL SITE NAME: a 160" e 7 2110 STONY POINT ROAD 136.25' CHARLOTTESVILLE, VA 22911 GO ALBEMARLE COUNTY 98.75" FINAL JAE 0= 5 61.25" REVISED BRN Ea 4 3/4"0 BOLTS W/ CLIP ANGLE C8X11.5 CHANNEL \ 23.75" NUTS & LOCK WASHERS. SEE 6/S-3 FOR DETAILS (160" LONG) • \\ (TYP.) (TYP. OF 12) (TYP. OF 2) \ PROPOSED GPS \ UNIT FOR 9927 BTS -------- -----------------a - - - - - - - - - - - - - -------------- PJP 0 \ � \ 3 (meg 11/10/17 REVISED BRN \ 1 10/18/17 REVISED Al N n 07/21/17 PRELIMINARYZD'S Al REV DATE _ . ORC;GRIPTION C8X11.5 CHANNEL (24" LONG) --' (TYP. OF 8) g PROPOSED 40"X40"X12" DISTRIBUTION BOX 1"X1/8" STEEL GRATING 2 STEEL PLATFORM PLAN PROPOSED H -FRAME PIPE SCALE: 1/2"=1'-0" MOUNT FOR DISTRIBUTION BOX. C-5 PROPOSED SHENTEL EQUIPMENT PLATFORM PROPOSED SHENTEL 15'x30 LEASE AREA 1 EQUIPMENT LAYOUT PLAN C-5 NTS PIPE FLANGE 2 7/8"9 SCH. 40 PIPE 3 STEEL PLATFORM ELEVATION C 5 SCALE: 1/2"=1'-0" Ir Lu TOTALLY COrMHTTED LU LU NB -C ENGINEERING SERVICES, LLC. u35 WGENF�UND�SUITE 100 I z JI&SHENTEL U 0- 1150 SHENANDOAH VILLAGE DRIVE a I I WAYNESBORO, VA 22980 (877) 468-3567 o SHENTEL SITE NAME: a STONY POINT SHENTEL SITE ID: 67014 7 2110 STONY POINT ROAD Lu CHARLOTTESVILLE, VA 22911 GO ALBEMARLE COUNTY tQ z RE TRAVIS SNARR 0 w Lic. No. 049978 0 �� DATE 03/06/18 , Ir Lu W TRENT T. SNARR, P.E. Z VA PROFESSIONAL ENGINEER LIC. #49978 Z W EQUIPMENT I- rPLATFORM PLAN & DETAILS Ir m z C-5 w REVISIONS 7 03/06/18 FINAL BRN 0 6 02/05/18 FINAL JAE 0= 5 01/29/18 REVISED BRN Ea 4 01/17/18 REVISED CCC Ir 1, z (3 3 12/13/17 REVISED PJP 0 2 11/10/17 REVISED BRN 1 10/18/17 REVISED Al 0 07/21/17 PRELIMINARYZD'S Al REV DATE _ . ORC;GRIPTION BY tQ z RE TRAVIS SNARR 0 w Lic. No. 049978 0 �� DATE 03/06/18 , Ir Lu W TRENT T. SNARR, P.E. Z VA PROFESSIONAL ENGINEER LIC. #49978 Z W EQUIPMENT I- rPLATFORM PLAN & DETAILS Ir m z C-5 w B 0 L1°1 LU TOTALLY COMMITTED. LU L 7--f L. NB+C ENGINEERING SERVICES, I. bl I YYYY`+�rJ I I t 4- -TAIL f M GIENN EWOA33060rtE t0U ALLE �� _ F _ 5f ,�► tiF R ' ',. Q-- IL'�f 5' •L�7F'r7L ' CENTERLINE OF�ffl _ �u%'I • �S r� JR F f .� .� w r,I1 L�� PROPOSED MONOPOLE ti '+ AA Z, ,;I' �141I4lr * z SHENTEL' _r--_ ' _Ip w { J ,� 4 +■y''�`/`�r Jay., 'r. r�•pf��' 1 a 1150 SHENANDOAH VILLAGE DRIVE *d 11�j�5wy�� r �y1 Q WAYNESBORO, VA 22980 Vj _ �+14 (877) 468-3567 ��*. �` - I' �Ft� 4lti%1r z SHENTEL SITE NAME: ,� + f Q STONY POINT {: �e" x SHENTEL SITE ID: 67014 132, � � �. � . � � � 2110 STONY POINT ROAD r -r- F� { '�1 w CHARLOTTESVILLE, VA 22911 J4r ti'I.JIf-_ c �f n ALBEMARLE COUNTY Z02 1WHIT-2 REVISIONS fJ'r 1L�C if I� F J �y.IJ6T� r 't.lf Iyw�fJ! 7 03/06/18 FINAL BRN • Y "�- Irf '� = '�_ ; /- * i' 6 02/05/18 FINAL JAE PJFN '} ''] + 0 5 01/29/18 REVISED BRIM Ili Lti f Imo} t 4 _ "" ,} � T. w 4 01/17/18 REVISED CCC CE -L I YY��y yj y 5 f # � _ 4� I C� 3 12/13/17 REVISED PJP I&--�L I I iff 1��Lit I-� I�-iT i{+ 3 I" Q 2 11/10/17 REVISED BRIM f. I :1 '� r' rr77 , �'j >7� 1 10/18/17 REVISED AI PROPOSED + r �+yM1 T MONOPOLE I 0 07/21/17 PRELIMINARY ZD'S Al } CENTERLINE REV DATE P ION BY �I.I 1� 5 Q 9 = a� r4l� _ '' o REN T TRAVIS SNARR f i I J �L +{ -: r ti I I I Lic. No. 049978 l 92 �ac� � I���. �' r ��?1JMti' :� � moi- ~ �. o 1? DATE 03/06/18 17, t --y-� ��s Al 61 c 'I F62 2 - � - . �-- � _ z ,� _ _ e �. ti ti� �__` w �}P � �.� LU _ —� LU 7 &D t 11 - w TRENT T. SNARR, P. E. =fw. ��� -8-+z�VA PROFESSIONAL ENGINEER LIC. #49978 LU X�]p1202"0A �+y .�.J I L•�''r rf lU /%i r ] "f LU A 77U LU 1118 V -A', I .' _1+, �. _ ru AREA TOPO MAP LU co GRAPHIC SCALE , AREA TOPO MAP "NN 2200 • w C-6 SCALE: 1" = 550'-0" w (IN FEET) � 1 INCH= 550 FEET Know what's below. wC-6 Call before you dig.LU