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SDP201100067 Legacy Document 2011-11-29 (2)
E c� i in i N 0 i s ■ =-i ®® wireless DIRECTIONS TO SITE: DIRECTIONS FROM RICHMOND: TAKE 1 -64 WEST TO THE IVY EXIT (RT637). TAKE RT 637 (DICK WOODS RD) WEST (LEFT) APPROXIMATELY 0.5 MILE TO MAIL BOX ON RIGHT WITH ADDRESS OF 3626 DICK WOODS ROAD. FOLLOW DRIVEWAY TO HOUSE. SITE AREA IS NORTH OF SITE IN WOODED AREA. I PROJECT SITE e< L„ m 61oo� n a sp'rn9s Cn Lansford Dr R� DICK WOODS RD F c'ks karm Dr °6'r LOCALMAP NOT TO SCALE ��. clar\ 1f _ ffl MOnf9Y ..F nt County , �v...� Coun[Y 1 -__ Gioa nrrt 9cl / Hardy' cmy Loutloun ar on �. Htly C.—'y ;� �^ Front � 6«rtrPCn, tg o Royal 7 "" Washington= A, ln9jki r ennnty — A a ; 4 C 7 y i`' Fair %fir 1 __ � 1� RnPPnhamC?A Fauguio runty Ij �r y C ty Prince c' _ ca county co P.rg' connry than" RenYinghem Caunry� i / , 1 C." "Y' `nl CnlpepC: onnry (( M'd'- sta /!o coa i, saint Mary's / King ce e co PROJECT --y-- NY SITE co -ty Waynesboro SITE r connry i Es county Richm co—tty Nel Fluvanna County con n Ooochlan Hanover Co- iingn v C—ly co 1s connry A,nh —t Richmond count y Eucxrngham s- county Powhatan connry ' l � Rent co ly G VICINITY 1 MAP NOT TO SCALE 4� North 4� North IVY EXIT GALLIHUGH PROPERTY 3624 DICK WOODS RD CHARLOTTESVILLE, VA 29903 EMERGENCY POWER & UTILITIES: POWER: DOMINION VIRGINIA POWER 1- 888 - 667 -3000 TELEPHONE: CENTURY LINK 1- 866 - 768 -1847 APPRI LTE (4G) UPGRADE 2 WORKING DAYS BEFORE YOU DIG TOLL L FREE MISS UTILITY EMERGENCY INFORMATION: LOCAL FIRE AND EMERGENCY SERVICES (434) 296 -5833 LOCAL EMERGENCY POLICE DISPATCH (434) 296 -5807 ACQUISITION MANAGER: SIGNATURE PHONE NUMBER DATE CONSTRUCTION MANAGER: SIGNATURE PHONE NUMBER DATE PF ENGINEERING: SIGNATURE PHONE NUMBER DATE NETWORK OPS MANAGER: SIGNATURE PHONE NUMBER PTE REV. NO. DESCRIPTION ASITE PLAN SUBMITTAL REVISED SITE PLAN SUBMITTAL TITLE SHEET REVIEW SET AAPPLICATION SET CONSULTING TEAM ARCHITECTURE AND ENGINEERING: Sheet Title CLARK NEXSEN 133 1 L STREET NW, SUITE 600 TITLE SHEET WASHINGTON, DC 20005 PROJECT MANAGER: STUART PATTERSON, PE TELEPHONE: (202) 461 -3287 FAX NUMBER: (202) 461 -3266 HAYDEN FRYE AND ASSOCIATES, INC. 333 KELLAM ROAD CIVIL DETAILS VIRGINIA BEACH, VA 23462 CONTACT: HAYDEN FRYE, LS TELEPHONE: 757 491 -7228 FAX NUMBER: 757 491 -7229 STRUCTURAL ENGINEERING: CLARK NEXSEN 6160 KEMPSVILLE CIR SUITE 200A NORFOLK, VA 23502 CONTACT: GREGORY SHANE FOWLER, PE TELEPHONE: (757) 455 -5800 FAX NUMBER: (757) 455 -5638 BY DATE REV. NO. DESCRIPTION SPP 5/4/11 REVISED APPLICATION SET SPP 5/19/11 SPP 8/03/11 SPP 9/12/11 SITE INFORMATION: IVY EXIT 3624 DICK WOODS RD CHARLOTTESVILLE, VA 22903 APPLICANT INFORMATION: VERIZON WIRELESS 1831 RADY COURT RICHMOND, VA 23222 CONTACT: TELEPHONE: FAX NUMBER: PROJECT DATA ZONING JURISDICTION MAGISTERIAL DISTRICT PARCEL ID# SITE TYPE EXISTING TOWER TYPE EXISTING TOWER HEIGHT EXISTING LEASE AREA AREA OF LAND DISTURBANCE PROPERTY OWNER: GREGORY & T GALLIHUGH 3624 DICK WOODS RD CHARLOTTESVILLE, VA 22903 TOWER OWNER: VERIZON WIRELESS 1831 RADY CT RICHMOND, VA 23222 DAVID WADSWORTH (804) 514 -6567 (804) 321 -0398 RA, SP 2000 -00028 ALBEMARLE COUNTY SAMUEL MILLER 074000000002CO COLLOCATION MONOPOLE 74'± AGL 1200 SF 117± SF ADA COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. SITE WILL NOT BE SERVED BY CITY SEWER OR WATER. BY DATE JYY 11/9/11 INDEX OF DRAWINGS Sheet Number Sheet Title GENERAL G -1 TITLE SHEET CIVIL C -1 SITE PLAN C -2 TREE INVENTORY C -3 ELEVATION VIEW C -4 ENLARGED SITE PLAN C -5 CIVIL DETAILS SHEET TOTAL 6 rchitecture & Engineering 1331 L STREET, NW SUITE 600 WASHINGTON, DC 20005 202461.3260 FAX 202461.3266 VWJW.CLARKNEXSEN.COM ver►zon wireless 1831 RADY COURT RICHMOND, VA 23222 V �Atizx of �� IN .° �`��� o JUSTIN Y. YOON y Lic. No. 42897 ONAL ���F SREINFO.: IVY EXIT LTE (4G) UPGRADE 3624 DICK WOODS RD CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY DESIGN: CCY DRAWN: ENB SEW SPP TTV DATE: 2/1/11 COMM. NO. 30362 SUBMITTALS SYM. DESCRPIION DATE Q ITE PLAN SUBMITTAL 5/4/11 z REVISED SITE PLAN SUBMITTAL 5/19/11 s REVIEW sEr 8/03/11 PucAnON SET 9/12/11 s mmsw APPUCATgN sEr 11/9/11 0 SHEET NAME: TITLE SHEET SHEET NO.: G -1 E e �a N €h a iN . I ' 961 e TAX MAP #07400- 00- 00 -014AO < NOW OR FORMERLY IN VERULAM FARM LIMITED PARTNERSHIP N= 389960.88 D.B. 731 P. 603 WASHINGTON, DC 20005 ZONED: RURUAL AREAS E =11450 5yj7 LAND USE: AGRICULTURAL I POPLAR i SEE ENLARGED SITE I PLAN, SHEET C -2 WOODED WOODED 2 - #251 I - I TAX MAP #07400- 00- 00 -002BO NOW OR FORMERLY ROBERT A. HOGUE W.B. 99 P. 137 ZONED: RURUAL AREAS LAND USE: RESIDENTIAL SINGLE FAMILY i I i I TAX MAP #07400- 00- 00 -002CO NOW OR FORMERLY GREGORY ROSS GAWHUGH D.B. 371 P. 64 ZONED: RURUAL AREAS LAND USE: FOREST a LEASE NOTES 1. EXISTING 20' ACCESS EASEMENT AS SHOWN ON ALLTEL PLANS IVY EXIT SITE, DATED 4- 17 -01. 2. EXISTING 30' X 40' LEASE AREA AS SHOWN ON ALLTEL PLANS IVY EXIT SITE, DATED 4- 17 -01. EXISTING 74 ,- MONOPOLE 9d.8 . I ' 961 rchitecture & Engineering HEIGHT = 681 'j AMSL TBM -PIN .n FRYE AND ASSOCIATES, INC., 333 KELLAM ROAD, VIRGINIA BEACH, VIRGINIA, 23462. PHONE: 757 - 491 -7228. 1331 L STREET, NW SUITE 600 N= 389960.88 \ I WASHINGTON, DC 20005 ACT E =11450 5yj7 "° J I POPLAR IELEV. =633. TAND WOODED , - #251 ASTM AMERICAN SOCIETY FOR TESTING 7`TT Q AND MATERIALS WOODED C, C/L CENTERLINE TAX MAP #07400- 00- 00 -002DO COMM COMMISSION CONC CONCRETE �'' NOW OR FORMERLY DIA DIAMETER R O o " ROBERT A. HOGUE 48" TRIPLEIPOPLAR \ ELEV ELEVATION W.B. 99 P. 137 HEIGHT = 73D f AMSL EDE EXISTING OVERHEAD ELECTRIC 1 ZONED: RURUAL 0286 Gay z�r AREAS LAND USE: FOREST PP 1N1RE Tou_ ,8'TRE 'V 11 Op, jf FO FIB ROPTIC GA GAUGE I6 "TREE I 02 Pl I (� I WOODED f PlN (F) O FLOP DDS / D�CKW� C., ABBREVIATIONS 32" DOUBLE MAPLE rchitecture & Engineering HEIGHT = 681 'j AMSL 1. TOPOGRAPHIC SURVEY PERFORMED IN APRIL, 2011 BY HAYDEN `05'0122748 FRYE AND ASSOCIATES, INC., 333 KELLAM ROAD, VIRGINIA BEACH, VIRGINIA, 23462. PHONE: 757 - 491 -7228. 1331 L STREET, NW SUITE 600 ADA AMERICANS WITH DISABILITIES m WASHINGTON, DC 20005 ACT TO THE VIRGINIA STATE PLANE COORDINATE SYSTEM NAD83 AND 202.461.3260 FAX202.461.3266 TRIPLE POPLAR HEIGHT - 731 ''4 AMSL PROCESSED THROUGH NGS OPUS. - #251 I6 "TREE I 02 Pl I (� I WOODED f PlN (F) O FLOP DDS / D�CKW� C., ABBREVIATIONS SURVEYOR'S NOTES rchitecture & Engineering AT 1. TOPOGRAPHIC SURVEY PERFORMED IN APRIL, 2011 BY HAYDEN 0 DIAMETER # NUMBER A/C AIR CONDITIONING FRYE AND ASSOCIATES, INC., 333 KELLAM ROAD, VIRGINIA BEACH, VIRGINIA, 23462. PHONE: 757 - 491 -7228. 1331 L STREET, NW SUITE 600 ADA AMERICANS WITH DISABILITIES 2. ELEVATIONS SHOWN REPRESENT NAVD 88, COORDINATES ARE TIED WASHINGTON, DC 20005 ACT TO THE VIRGINIA STATE PLANE COORDINATE SYSTEM NAD83 AND 202.461.3260 FAX202.461.3266 AEG ABOVE FINISHED GRADE WERE ESTABLISHED UTILIZING STATIC GPS OBSERVATIONS WWW.CLAWNDGEN.COM AGL ABOVE GROUND LEVEL PROCESSED THROUGH NGS OPUS. ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS 3. THIS SURVEY DOES NOT GUARANTEE THE "EXISTENCE OR C, C/L CENTERLINE NONEXISTENCE" OF UNDERGROUND UTILITIES. PRIOR TO ANY COMM COMMISSION CONC CONCRETE CONSTRUCTION OR EXCAVATION, CONTACT MISS UTILITY AT 1- 800 - 552 -7001 TO CONFIRM THE LOCATION OR EXISTENCE OF ver►zn wireless DIA DIAMETER UNDERGROUND UTILITIES. D.B. DEED BOOK DWG(S) DRAWINGS 4. THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF A TITLE 1831 RADY COURT RICHMOND, VA 23222 ELEV ELEVATION REPORT AND MAY NOT DEPICT ANY OR ALL EASEMENTS THAT MAY EDE EXISTING OVERHEAD ELECTRIC AFFECT THE SUBJECT AND ADJACENT PROPERTY. (F) FOUND FE FINISHED FLOOR ELEVATION FIRM INSURANCE RATE MAP 5. THIS SURVEY DOES NOT REPRESENT A BOUNDARY SURVEY. THE R WA 'V 11 Op, jf FO FIB ROPTIC GA GAUGE REPRESENT COMPILATION OFERECORDEDEDE DS,SPLATS, G.I.S. RECORDS, TAX MAPS, AND FOUND PROPERTY CORNER MARKERS. GIS GEOGRAPHIC INFORMATION SYSTEM 6. FLOOD ZONE DETERMINATION IS BASED ON THE FLOOD INSURANCE GPIN GRID PARCEL IDENTIFICATION RATE MAPS AND DOES NOT IMPLY THAT THE PROPERTY WILL OR '< O JUSTIN Y. YOON - NUMBER WILL NOT BE FREE FROM FLOODING OR DAMAGE. y GPS GLOBAL POSITIONING SYSTEM HYD HYDRANT ID IDENTIFICATION INC INV INVERT INCORPORATED 7. THIS SITE APPEARS TO BE LOCATED IN THE F.I.R.M. ZONE "X" AS SHOWN ON COMMUNITY PANEL NUMBER 51003CO265D EFFECTIVE DATE 2/4/2005. Lic. No. 42897 /Gf INFO INFORMATION 8. NO WETLAND AREAS HAVE BEEN DELINEATED. ,�� r KW KILOWATT SI Q�j�L LEIS POUNDS 9. ALL PHYSICAL EVIDENCE OF UTILITIES SHOWN ON THIS SURVEY L/P LIGHT POLE /LAMP POST ARE FROM SURFACE EVIDENCE. LG LONG LLC LIMITED LIABILITY CORPORATION LS LAND SURVEYOR MAX MAXIMIM MIN MINIMUM SITE INFO.: IVY EXIT LTE (4G) LEGEND EXISTING NEW coNC CONCRETE MPH MILES PER HOUR N NORTH NW NORTHWEST UPGRADE NAD NORTH AMERICAN DATUM NAVD NORTH AMERICAN VERTICAL -- PROPERTY LINE DATUM — — — LEASE AREA NO NUMBER EASEMENT OPS OPERATION OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION BLDG BUILDING (FOOTPRINT) 3624 DICK WOODS RD P/P POWER POLE P.B. PLAT BOOK PE PROFESSIONAL ENGINEER Pc. PAGE FENCE -- v �wwv� TREEUNE CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY PROJ. PROJECT EDGE OF PAVEMENT PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PVC POLYVINYLCHLORIDE R/W RIGHT OF WAY RAD RADIATING REQ'D REQUIRED RE RADIO FREQUENCY SCH SCHEDULE - - - - - - - - EDGE OF GRAVEL TOP OF BANK - - - - TOE OF SLOPE CENTERLINE DITCH /SWALE POST /BOLLARD POWER POLE LIGHT POLE /LAMP POST DESIGN: CCY DRAWN: ENB REVIEW. SPP TTVDATE: 2/1/11 COMM. NO. 30362 SUBMITTALS Sym• D DATE SF SQUARE FOOT /FEET STD STANDARD TBM TEMPORARY BENCHMARK TOB TOP OF BANK TOO TOP OF CONCRETE TOS TOE OF SLOPE TPED TELEPHONE PEDESTAL ❑ COMMUNICATION PEDESTAL 18" RcP STORM PIPE EDE OVERHEAD LINES ° PIN FOUND /SET TEMPORARY BENCHMARK D 31TE PLAN SUBMITTAL 5/4/11 0 REVISED SITE PLAN SUBMITTAL 5/19/11 Q REwEW SET 8/03/11 PucKnON SET 9/12/11 Q MASED APPLICATION SEr 11/9/11 TTV TECHNICAL TEAM VISIT TYP TYPICAL TREE 0 VDOT VIRGINIA DEPARTMENT OF TRANSPORTATION SHEET NAME; W WEST WCF WIRELESS COMMUNICATION FACILITY SITE PLAN WWF WELDED WIRE FABRIC GRAPHIC SCALE(S) FOR 24" X 36" PLOT - 1" = 50' 0 50' 100' FOR 11" X 17" PLOT - 1" = 100' SHEET NO.: C -1 E I- ml ■ NOTES ° �UST1NY.YOOty y ng 1. TREE INVENTORY PREPARED BY HAYDEN FRYE AND ASSOCIATES, INC. IN APRIL 2011. 1. SHEET VERIZON WIRELESS MONOPOLE TOWER. SEE ELEVATION VIEW, SHEET C -3. W 777 SREINFO.: 00 2. EXTREME CARE SHALL BE TAKEN NOT TO DAMAGE EXISTING LTE (4G) 005 TREES THAT ARE TO REMAIN. 3624 DICK WOODS RD CHARLOTTESVILLE, VA 202461.3260 FAX 202461.3266 3. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF WWW.CLARKNE)GEN.COM COMPENSATION OF DAMAGED TREES. DESIGN: CCY ver►zon wireless 1831 RADY COURT RICHMOND, VA 23222 ° �UST1NY.YOOty y ® CONSTRUCTION NOTES Lic. No. 42897 1. SHEET VERIZON WIRELESS MONOPOLE TOWER. SEE ELEVATION VIEW, SHEET C -3. SREINFO.: IVY EXIT LTE (4G) UPGRADE 3624 DICK WOODS RD CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY DESIGN: CCY DRAWN; ENB SEW: SPP TTV DATE: 2/1/11 a LEASE NOTES COMM. NO. 30362 SUBMITTALS 1. EXISTING 20' ACCESS EASEMENT AS SHOWN ON ALLTEL PLANS IVY EXIT SITE, DATED 4- 17 -01. Sttm. DESOPJ71014 DATE Q 3rrE PLAN sUBMITTAL 5/4/11 A2 REVISED SITE PLAN SUBMITTAL 5/19/11 2. EXISTING 30' X 40' LEASE AREA AS SHOWN ON ALLTEL PLANS IVY EXIT SITE, DATED 4- 17 -01. , REam sEr 8/03/11 PucKnON sET 9/12/11 SED APPUCATm SET 11/9/11 Al 0 Al SHEET NAME; TREEINVENTORY GRAPHIC SCALE(S) FOR 24" X 36" PLOT — 1" = 5' 0 5 10' FOR 11" X 17" PLOT — 1" = 10' SHEET NO.: C-2_ E -TOP OF TOWER APPURTENANCES (LIGHTING ROD) `+ ELEVATION - [715.5] AMSL - TOP OF ANTENNAS ELEVATION = [713.5] AMSL STOP OF EXISTING MONOPOLE Y ELEVATION = [705.0'] AMSL ELEVATION VIEW NOT TO SCALE 1UNDATION SEE ENLARGED VIEW ON THIS SHEET (2) NEW VERIZON WIRELESS FLUSH MOUNTED LTE(4G) PANEL ANTENNAS ELEVATION = [709.5'] AMSL (78.5' A.G.L.) 0 RAD � (2) EXISTING VERIZON WIRELESS FLUSH MOUNTED PANEL ANTENNAS ELEVATION = [703.1'] AMSL (72.1' A.G.L.) @ RAD VER170N WIRELESS 74' MONOPOLE TOP OF EXISTING MONOPOLE TOP OF FOUNDATION ELEVATION = (631.3fJ AMSL GRADE LEVEL _ ELEVATION = (631.0fj AMSL CYICTIAI(_ GENERAL NOTES 1. NO COMMERCIAL ADVERTISING MATERIAL WILL BE USED IN CONJUNCTION WITH THE NEW TOWER. 2. LIGHTNING ROD WILL NOT EXCEED 2' ABOVE THE TOWER AND WILL BE 1" DIAMETER 3. ANTENNAS, EXTENSION PARTS AND ALL NEW GROUND EQUIPMENT WILL BE PAINTED TO COUNTY APPROVED COLOR, SHERWIN WILLIAMS ( #6090) JAVA BROWN. 4. NO POINT ON THE FACE OF THE ANTENNA SHALL PROJECT MORE THAN 12 INCHES FROM THE FACE OF THE EXISTING STRUCTURE TO WHICH IT IS ATTACHED. 5. ALL VERTICAL CABLES, WIRING AND SIMILAR ATTACHMENTS ON THE OUTSIDE OF THE POLE SHALL BE PLACED TO FACE THE INTERIOR OF THE PROPERTY, AWAY FROM PUBLIC VIEW. ANTENNA NOTES 1. CLUSTER -MOUNT DESIGN. 2. FINAL MOUNTING DESIGN MAY VARY SLIGHTLY DEPENDING ON AVAILABILITY AND SPECIFIC MANUFACTURER. 3. PROPOSED ANTENNAS - ANTEL BXA- 70063/8CF DIMENSIONS - 94.6 "(H) X 11.2 "(W) X 4.5 "(D) NEW CLUSTER MO )11141, LIbrI mu RUU EXISTING 850 MHz CELLULAR ANTENNA XISTING MOUNTING PIPE EXISTING MOUNTING COLLAR EXISTING MONOPOLE EXISTING ANTENNAS ENLARGED VIEW NOT TO SCALE PROPOSED 'NING ROD LTE ANTENNAS OF 2) I I N. J STRAPS E 4) IG MONOPOLE rchitecture & Engineering 1331 L STREET, NW SUITE 600 WASHINGTON, DC 20005 202461.3260 FAX 202461.3266 WW W.CLARKNE)(SEN.COM ver►zon wireless 1831 RADY COURT RICHMOND, VA 23222 ���tiT H OF �� o JUSTIN Y. YOON y Lic. No. 42897 1�0IONAL SRS INFO.: IVY EXIT LTE (4G) UPGRADE 3624 DICK WOODS RD CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY DESIGN: CCY DRAWN: ENB SEW: SPP TTV DATE: 2/1/11 COMM. NO. 30362 SUBMITTALS SYM. DESCRPIION DATE Q RE PLAN SUBMITTAL 5/4/11 A2 REVISED SITE PLAN SUBMITTAL 5/19/11 s REVIEW SEf 8/03/11 PucKnON SET 9/12/11 SED APPUCATm sEr 11/9/11 0 SHEET NAME; ELEVATION VIEW SHEET NO.: C -3 E E o° z° 3 / i z 0 U N 0 s --------------- - - - - -- - - --------- -------- OPERATION OF OUTDOOR LIGHTING FOR THE -- "---------- ------- - FACILITY SHALL BE PERMITTED ONLY DURING MAINTENANCE PERIODS. - - - - -- - - - -s2r0 ------- - - - - -- - -------- ---------------------------------- GODS --------------------------------- ---------- W Q____ - ------------- -- - - -- - -- 25 "DOUBLE POPLAR — — - / — - - - -- - - — - - - - - -- - — — — _ ---- - - - - -- / 8' CHAIN — _ / NK FENCE ------------------------------ ." — — . — . — . — . — . — . — . — . — PIN SEA . s _ I I 1 * I F- 8.0 - - -- I I I I EXISTING 850 POWER CABINET 0 I . I O 8' PVC EXiSTNG GENERATOR PLUG EXISTING OVERSIZED J 1 I I I CONCRETE FOUNDATIO EXISTING PPC — — — — — — — L/P I - -- — -- ❑3 a \ - -\ ..... EXISTING'; CONCRETE PAD . i . ' ' ' ' ..... P I APPROX ANTENNA . ' ' . . . . . . 9 I 1 alREC EXISTING 850 ..............�.. I RADIO CABINET AP ' ' ' ' ' I. EXISTING 2" STUB UPS EXISTING TOWER 1\ �7 i 8" POPLAR `L . . I l .364 III ............. 5� 'I' '___ __.... TOO N ICE BRIDGE . . .. .I ... I 1 - 4.5, + 631.5 jI I I 13" POPLAR 11 m / f I 6 O f/362 ` . O 11 I 1 I I I 111 �I I' I II I I II I I I' I ' I I PIN SKT GRAVEL 8.0' EXISIIN� UTILITY STAND EXISTING GATE 0 Lr ............... EXISTING / ELCO BOX ATS EXISTING ;ONNECT 400A EXISTING EXIS771V 2 METER EXISTING STUB UP SPARE °D — — 1 —T — O i / 15" POPLAR / /J98 i AVEL I I ' 15 "`TREE_____ O ff396 I I I Ii -------------------- ---- i------------ - - - - -- __ WOODS - I ---- I - - - - -- PIN SET NOTES 1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL ASSUME THE RESPONSIBILITY OF LOCATING ANY UNDERGROUND UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST AND CROSS THROUGH THE AREA OF CONSTRUCTION THAT ARE NOT SHOWN ON THESE PLANS. BEFORE YOU DIG, CALL "MISS UTILITY" AT 811. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED BY CONTRACTOR IN ACCORDANCE WITH THE LATEST EDITION OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AT THE FIRST PHASE OF CONSTRUCTION AND CHECKED PERIODICALLY TO ENSURE THEY ARE FUNCTIONING AS INDICATED. 3. THE STOCKPILING OF EXCESS MATERIAL ON SITE WILL NOT BE ALLOWED. 4. ANY VEGETATED AREA DISTURBED BY CONSTRUCTION SHALL BE THE RESPONSIBILITY OF CONTRACTOR TO SEED AND ESTABLISH A PERMANENT VEGETATIVE COVER. 5. THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION. SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH OSHA REQUIREMENTS. 6. THE CONTRACTOR IS RESPONSIBLE FOR SITE LAYOUT CONSTRUCTION STAKING. LOCATION OF EXISTING STRUCTURES AND UTILITIES MUST BE CONFIRMED BY THE CONTRACTOR. 7. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL CODES OR ORDINANCES. N# DEMOLITION NOTES 1. REMOVE OR REUSE 177 LE OF EXISTING CHAINLINK FENCE & GATE. 2. REMOVE PPC CABINET. COORDINATE REMOVAL WITH INSTALLATION OF FIBER. 3. REMOVE EXISTING POWER AND TELCO SERVICE STAND, COORDINATE REMOVAL WITH INSTALLATION OF NEW POWER SERVICE AND FIBER. ® CONSTRUCTION NOTES 1. VERIZON WIRELESS MONOPOLE TOWER. SEE ELEVATION VIEW, SHEET C -3 2. FIBER CABINET BY CENTURYLINK 3. LTE RADIO & BB CABINET MOUNTED ON DOUBLE STACK FLOOR STAND 4. LTE BBU (BATTERY BACK UP) ON WEATHERGUARD 5. CONCRETE PAD EXTENSION (MATCH EXISTING) 6. 6' x 12' CONCRETE PAD, SEE DETAIL ON SHEET C -5 7. 400 AMP DIESEL GENERATOR 8. 1' WIDE ICE BRIDGE 9. EXTEND 8' HIGH CHANLINK FENCE, SEE DETAIL ON SHEET C -5 10. GATE POST & GATE 11. 6' x 12' CONCRETE PAD, SEE DETAIL ON SHEET C -5 GRAPHIC SCALE(S) FOR 24" X 36" PLOT — 1" = 2.5' 0 25 5' FOR 11" X 17" PLOT — 1" = 5' .-ture & Engineering 1331 L STREET, NW SUITE 600 WASHINGTON, DC 20005 202461.3260 FAX 202461.3266 ver►Zon wireless 1831 RADY COURT RICHMOND, VA 23222 ,4° <7, JUSTIN Y. YOON y Lic. No. 42897 \NNAL•�� SfTE INFO.: IVY EXIT LTE (4G) UPGRADE 3624 DICK WOODS RD CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY DESIGN: CCY DRAWN: EN13 SEW SPP TTV DATE: 2/1/11 COMM. NO. 30362 SUBMITTALS SYM. DESCRPIION DATE Q ITE PLAN SUBMITTAL 5/4/11 z REVISED SITE PLAN SUBMITTAL 5/19/11 s REVIEW SEf 8/03/11 PucKnON SET 9/12/11 s mAsED APPUCATm SET 11/9/11 0 SHEET NAME: ENLARGED SITE PLAN SHEET NO.: C -4 � 16 19" fi' -0" 18 1 _ � 19,_0» A•_0» H,_0" FINISH GRADE COMPOUND FENCE DETAIL NOT TO SCALE REFERENCE NOTES: OCORNER END OR PULL POST 3" NOMINAL SCHEDULE 40 PIPE. OLINE POST. 2 1/2" SCHEDULE 40 PIPE, PER ASTM- 1`1083. LINE POSTS SHALL BE EQUALLY SPACED AT MAXIMUM 8' -0" OC OTOP RAIL & BRACE RAIL: 1 1/2" PIPE, PER ASTM - 1`1083. ® FABRIC: 9 GA CORE WIRE SIZE 2" MESH, CONFORMING TO ASTM -A392. OTIE WIRE: MINIMUM 11 GA GALVANIZED STEEL AT POSTS AND RAILS A SINGLE WRAP OF FABRIC TIE AND AT TENSION WIRE BY HOG RINGS SPACED MAX. 24" INTERVALS. 1 8 1 -1/2 PAIR INDUSTRIAL MALLEABLE IRON OFFSET PIN HINGE (PAGE — WILSON M -6 OR EQUAL) 1 9 NOT USED GEOTEXTILE FABRIC 21 LINE POST. CONCRETE FOUNDATION (2000 PSI) CORNER POST: CONCRETE FOUNDATION (2000 PSI) GATE POST: CONCRETE FOUNDATION (2000 PSI) © TENSION WIRE: 9 GA GALVANIZED STEEL. OBARBED WIRE: DOUBLE STRAND 12 -1/2" OD TWISTED WIRE TO MATCH WITH FABRIC 14 GA, 4 POINT BARBS SPACED ON APPROXIMATELY 5" CENTERS. ® STRETCHER BAR. O3/8" DIAGONAL ROD WITH GALVANIZED STEEL TURNBUCKLE OR DIAGONAL THREADED ROD. 1 0 FENCE CORNER POST BRACE: 1 5/8" DIA LACH CORNER EACH WAY. 1 1 1 1/2" MAXIMUM CLEARANCE FROM GRADE. GENERAL NOTES: 4" FINISH OR AS DETERMINED BY CONSTRUCTION 1. INSTALL FENCING PER ASTM F -567 MANAGER DURING BID WALK. 1 3 6" COMPACTED 95% BASE MATERIAL OR AS DETERMINED BY CONSTRUCTION MANAGER DURING BID WALK. 14 FINISH GRADE SHALL BE UNIFORM AND LEVEL. 1 5 GATE POST 4 ". SCHEDULE 40 PIPE, FOR GATE WIDTHS UP THRU 7 FEET OR 14 FEET FOR DOUBLE SWING GATE, PER ASTM- F1083. 1 6 GATE FRAME: 1 1/2" PIPE, PER ASTM- F1083. UGATE LOCKING DEVICE (OFCI) 2. INSTALL SWING GATES PER ASTM F- 900 3. LOCAL ORDINANCE OF BARBED WIRE PERMIT REQUIREMENT SHALL BE COMPILED IF REQUIRED. 4. POST & GATE PIPE SIZES ARE INDUSTRY STANDARDS. ALL PIPE TO BE 1 1/2" GALV (HOT DIP, ASTM A120 GRADE A STEEL). ALL GATE FRAMES SHALL BE WELDED. ALL WELDING SHALL BE COATED WITH (3) COATS OF COLD GALV. (OR EQUAL). 5. ALL OPEN POSTS SHALL HAVE END -CAPS. 6. USE GALVANIZED HOG -RING WIRE TO MOUNT ALL SIGNS. 7. ALL SIGNS MUST BE MOUNTED ON INSIDE OF FENCE FABRIC. CONCRETE PAD DETAIL NO SCALE rilm V 11 6" MINIMUM COMPACTED SUBGRADE CONCRETE PAD NO SCALE 6" X 6" - W2.9xW2.9 WWF 1/2" CONTINUOUS CHAMFER z COARSE AGGREGATE SECTION 'A' DETAIL 14 12" :ture & Engineering 1331 L STREET, NW SUITE 600 WASHINGTON, DC 20005 202461.3260 FAX 202461.3266 ver►zon wireless 1831 RADY COURT RICHMOND, VA 23222 o JUSTIN Y. YOON y Lic. No. 42897 \NNAL•�� Sf1E INFO.: IVY EXIT LTE (4G) UPGRADE 3624 DICK WOODS RD CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY DESIGN: CCY DRAWN: ENB REVIEW. SPP TTV DATE: 2/1/11 COMM. NO. 30362 SUBMITTALS SYM. DESCRPIION DATE Q RE PLAN SUBMITTAL 5/4/11 z REVISED SITE PLAN SUBMITTAL 5/19/11 s REVIEW SEf 8/03/11 PucKnON SET 9/12/11 SED APPUCATm SET 11/9/11 0 SHEET NAME: CIVIL DETAILS SHEET NO.: C -5