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HomeMy WebLinkAboutARB201300046 Plan - Approved 2013-04-23WIIHIn oR TFus SITE Is Nor COUNTY AAMEM TO A COUNTY OESMNATED / \ CONSERVADON EASEMENT. ABBREVIATIONS SURVEYOR'S NOTES 0, ON DIAMETER M NUMBER 1. TOPOGRAPHIC INFORMATION WAS TAKEN FROM A TOPOGRAPHIC SURVEY PERFORMED BY CAUSEWAY CONSULTANTS, P.C., ,>,/C AR WINDT[NING CHESAPEAKE, WRGINM ON 8/30/07. METES AND BOUNDS WERE \ � ACA AMFRCANS WIIH DISABILTES ACT AFC ABOVE FINISHED GRACE COMPILED FROM PIATS AND TAX MAP. NO BOUNDARY SURVEY WAS PERFORMED BY CAUSEWAY CONSULTANTS, P.C. THIS SHE IS NOT 10—D —11 ANY / ,SEE ENIARGm STYE AREA DESIGNATED AS AN AGRICULTURAL rJ j PCW, SHEET C 1 OR FORESTAL DISTRICT. ASL ABOVE GROUND LEVEL ASTM AMERICAN SOCIETY FOR IESIINC AND MATERIALS C, C/L CENIERUNE 2, THIS DRAMNG WAS PREF'PNED WiH REFERENCE TO TITLL REPORT /2771-00658 PREPARED BY CHICAGO TIRE INSURANCE COMPANY DATED 9/1]/0]. C.LD. CEMERUNE DITCH CMP CORRUGATED METAL PIPE 3. PROPERTY IS SUBJECT TO ALL EASEMENTS AND RESTRICIENS OF / - / CON' CONCRETE D.B. DEED BOON 011G(5) DRAWINGS RECORD. 4. FLUOR ZONE 5 BASED ON TILE $ Z A \ NO K ELEVATION NODE B RF LUNG OVERHEAD IC EOE EXISTBATTERY BACKUPELECTCABINET BATTERY BACKUP CABINET PERT WILLORINSURANCE RAIL MOPS AND DOES NOi IMPLY THAT THE PROPERTY WILL OR D DOE NOT W&L NOT BE FREE FROM FLOODING OR DA`A4C�. 5. THIS SITE APPEARS TO BE LOCATED IN ZONE X' AS A`NR SAME �.✓ ` [iEv-a02a5� \ i j (F) FE FOUND FIR FLOOD I BOOR ELEVATION FIRM ROOD INSURANCE RALE MAP GIS GEOGRAPHIC INFORMATION NUM ON NUMBER GAIN GRID PARCEL HOEING 510 0602 COMMU SHOWN ON COMMUNITY PANEL NUMBER 510006 0295 0 EFFECTIVE DATE 2/4/05. 6. NO SUBSURFACE NVESIIGATION WAS PERFORMED M CAUSEWAY CONSULTANR, P.C. 8 7 / a X / I / W70'IS' 7 j A 7� �eg,p0 b BEGLOBAL POSRIONINC SYSTEM SYS ID IOEMIFIGTION INC IN ED INV INCOS INFO INFORMATION L/P LICHT PC4E/IAMP POST LLC LIMITED LIABILITY CORPORATION LME LS SURVEYOR ]. ME IBM SOURCE FOR THIS SURVEY IS fl4SED UPON STALE GRID NORM, (SOUTH ZONE). MAGNETIC DECUNATION IS COMPUTED AND MET OBSERVED. 8. ND WETIPND AREAS HAVE BEEN DBJNFATED. 9. ALL PHYSICAL NONCE OF UTIU IES SHOWN ON THIS SURVEY IS __'MlH Tc 7 / LTE LONG TERM EVOLUTION FROM SURFACE EVIDENCE I ; X I MAX MAXIMUM MH MEGAHERTZ MM MIMMUM 10. THE TEMPORARY BENCHMARK IS A RXR SPIKE IN THE 20' POPVR, ELEVATION = 402.45. N NORTH HW NORTH HAD NOAMERICAN AME ANEERIGN A / X / VTATUM NAW NOEAlIRICAI van MTUM NO NUMBER iT.M.P. 79-35 2 j / �0 ` / N/F FASTON,RAYMOND H, I \ ESTATE C/0 AUGUSTA C EASTON 1 1 O.B. 453/PG. 531 1 A 4.5000 ACRES V Vmx✓c ZONED FA \\ Y\ LAND USE E MENTAL \ \ T.M.P. ]9-31 N ffANNINCS, OOLORES A 1 1• D.B. 989/ PG. 989 i �/s s. coop GREs / / use RESIDENTIAL OSHA OCCUPATIONAL S^FFIY AND HEALTH ADMINISTRATION R P/P POWEPOLE P.R. PUT BOOK PE PROFESSOW ENGINEER P/ C. PACE P/L PROPERTY UNE PROM. PROJECT R/W RIGM OF WAY RD ROAM SC H SCHEDULE E n STREET uND SEANLVRD LEGENDrooT� LEGEND Exam NEW TBM TEMPORARY BENCHMARK O / $ T -PEO TELEPHONE PEDESTAL TIV TECHNICAL TISV4 VISIT IVP TYPICAL VA VIRGINA VPOT DI OF TIMNSPOMATION CONCRETE ---- PROPERLY UNE LEASE AR TA / A I/ tRAHt / 01 WESTWGINA W WEST WB WILL BOON YDS YARDS EASEMENT ® BUILDING (FOOTPRINT) FENCE iREIl1NE ® DEMOLITION NOTES I. REMOVE EXISTING SATELTE DISH / I � EDGE OF PAVEMENT EDGE OF GRAVEL DITCH/SWAE ® LEASE NOTES \ - aA-- O ' MRHR ELECTRIC MONOPOLEEPO t. NEW VNIZON WIRELESS 20' WIDE NON-IXCLUSNE INGREES/EGRETS AND UHLfIY EASEMENT 2. NEW VERIZON WIRELESS 2,500 SF LEASE AREA -FS, '�. / _ RJCHMOND RD p POWER POLE REMOVE TREE GRAPHIC SCALE(S) ®CONSTRUCTION NOTES S — 1 , 250 �__ 1 I. NEW MONOP0.E TOWER, SEE ELEVATION VIEW ON SHEET C-3 110 FOR 11" X X PLOT PLOT - 1' = 80 O® / T.M.P. 914-1 UNITED 0.5SOCMTE$ \JR•�X• UNRED PARMERSHIP __ 4Y,U'�� D.B. 3154/ PO. 265 154.5510 ACRES _ ZONED RA --� LAND IISE RESIDENTAL _- 1331 LSTWEET,N DUKE! WASHINGTON. DC R veei�ort wireless 1831 RACY COUWf RK MOND. VA 23222 �r�4f, JO M Y. OY ON 1 9 Lic. No. 42897 �sSIONALG SHADWELL RAWLAND 3492 RICHMOND ROAD CHARLOTTES/ILLE, VA 22903 ALBEMARLE COUNTY 1 SITE PLAN C-1 GENERAL NOTES ® CONSTRUCTION NOTES 1. THE NYFNEORY PREPARED BY CAUSEWAY CONSULTANT PC. 1. NEW VERIZON WIRELESS MONOPOIE TOWER 2, EXTREME CARE SWEL BE TAKEN NOT TO DAMAGE EXISTING TREES 2. NEW VERIZON WIRELESS GRAVEL ACCESS RMtl THAT ARE TO REMAN. 3. CONTRACTOR SHAJL BE RESPONSIBLE FOR REPLACEMENT OR COMPENSATION OF DAMAGED TREES. 4. SITE SHN- BE MANTNNED IN ACCORDANCE WITH A TREE GONSETNATION PLN TO BE PREPARED BY A CERITFIED ARBORIST, AS REQUIRED BY SEC 5.1.40(C)(4) 5. ALL MI11Y UNES ARE PROPOSED TO BE RUN UNDERGROUND WITHIN THE UTILITY AND ACCESS EASEMENT SHOO ON THE PVN ANDINDIGIED ABOVE N NOTE #4,FINNE LOCATION OF UTILITY WILL BE DETERMINED BY THE COMPANIES PROVIDING ELECTRICAL AND TELEPHONE SERVICES. T LEASE NOTES 1. NEW VERIZON WIRELESS NON EXCLUSNE 20' WIDE INGRESS/EGRESS AND UTLRY EASEMENT 2. NEW VERIZON WIRELESS 2,500 SF LEASE AREA / �J6• P�xE � ea) � 6 M E (26e) / \ -E (266) / 2 _-- F ---------- o 20) o (j E RI(1066) rREF� 0' ,r„x GEOAF ( J 0 `yam 6. cEpaF rose 2. cEW (o+ol I IES' -E (292) \ .. m�ry cEUAre (rosz) �6- . — .j—. / \ FIELD STARES cEaAF mEEs� / � � — — ��j� pF 5/.wtt wuPEN 9AFaoISE 1 � i /FEES m eE REMai.£D (O'F) 50' L R Of FROM l �CENIEOF TOWER NOTE - ALL URLUY UNES ME PROPOSED TO BE RUN UNDERGROUND WITHIN THE UIDTIY AND ACCESS EASEMENT SHOWN ON THE PLAIN AND INDICATED ABOVE IN NOTE j)4. FINAL WCARON OF UTILITY LINES WILL BE DETERMINED BY THE COMPANIES PROYIOING EIECTRIDAL AND TELEPHONE SENCES. /FOR 24' X 36' PLOT - 1' = 10' 0 10' 20' ENLARGED SITE SURVEY [FOR X I]' PLOT 20' TREE INVENTORY NOTE: PERUSE SEE PLAN NOTE NOTE REFERENICE TREE IS IDENTIFIED ABOVE IN BOLD LEGEND TREES TO BE REMOVED NOTE -TREES SHOWN ON PIAN BUT NOT LISTED ON TREE INVENTORY ME 6. OR LESS 'PER PARADISE AND CEDAR TREES. Architecture & Engineerin 1331 LSTPEET," SUITE 600 WASHINGTON, DC 2— //CVAMJDSBI.COn veriM wireless 1631 RADY COURT RICHMOND, NA 23222 P;�;� yTH OR NSTINYNOON 9 LiC. No. 42847 A,ONAI, SHADWELL RAWLAND 3492 RICHMOND ROAD CHARLOTTESVILLE, VA 22903 TREE INVENTORY C-1 A NOTES 1. NO COMMERCIAL ADVERTISING MATERIAL WILL BE USED IN § CONJUNCTION WTH THE NEW TOWER. P 2. UGHTWING ROD WILL NOT EXCEED 2' ABOVE THE TOWER AND WILL BE 1' DIAMETER 3. MONOPOLE, ANTENNAS, EXTENSION PARIS AND ATL NEW GROUND EGUIPMEW ALL BE PANTED TO COUNTY APPROVED COLOR, SNERWN WLLMNS (56090) ,MVA 9i- 4. NO POINT ON THE FACE OF THE ANTENNA SHALL PROJECT MORE THAN 12 INCHES FROM THE FACE OF THE EXISTING STRUCTURE TO WHICH B IS ATTACHED 5. TO THE EXTENT POSSE, ALL VERTICAL CABLES. ARES, AND SIMILAR ATTACHMENTS SHALL BE RUN VERTICALLY WITHIN THE MONOPoIE'S STRUCTURE REMAINING CABIES, WRES, ETC. WILL BE PFNXED TO THE CURSE OF THE POLE ON THE SIDE FACING INTERIOR OF THE PROPERLY ANTENNA NOTES 1. ANTENNAS ANE TYPICAL FLUSH -MOUNT DESIGN USING MOUNTING COLLAR, BRACKET AND PIPE MOUNTS. 2 RNAL MOUNTING DESIGN ANY VARY SLIGHTLY DEPENDING ON AVAILABILITY AND SPECIFIC MANUFACTURER. 3. PROPOSED ANTENNAS - ANTEL BXA-70063/8CF DIMENSgNS - 94.5'(H) X 111'(W) X 4.5'(D) 4. PROPOSED AWENNAS - ANTEL BXO - 63,1063801 DIMENSIONS - 47.4"(H) X 16.8"(W) X 3.5'(0) 12' MAX WE OF NEW LE (4G) ANTENNA (TYP OF 3) MOUNTING CELLAR ttP of z) MOUNTING RPE ttP OF 3) FACE OF NEN PCS/CELLULAR DUALflWp ANTENNA, (M OF 3) FACE OF NEW MONOPOLE NEW MONOPOLE ENLARGED VIEW NOT TO SCALE S R TORR BOLTS OYP) G R 6 ENLARGED VIEW NOT TO SCALE OVEIMLL HEIGHT/FOP OF TOWER APPURIWNCES (LIGHTNING ROD) TOP OF T = [493.0'3] F A �6' MAY � TOP a Tarn / TOP a wnnrHs V EUMODN - [4s7.G:] rua — — — — rchitecture & Engineerin 1331 LSiI•El: f, NW (3) NEW VERIZON WIRELESS FLUSH MOUNTED PANEL PNIENNAS AlIlE 600 WABHINC.DON, OC 20005 - - - -ELEVATOR = (83'-0'3] AC.L ,nl,Yup F,Vc i51Le5 TOA, WwN.awnlFlsn.COn - - - - - - _ _ _ _ TOP OF fANOPV (3) NEW VERIZON WHELESS FLUSH MOIMTFD P EL ANTENNAS ELEVATION = [481'-0't) AMS \�/I i ELEVATION = [70'-6'3] A.G.L._ _ wireless 1031"" COUNT SEE ENLARGED VIEW, THIS SHEEP RICHMOND. VA 23222 q ��yTH of G rP REFERENCE TREE I"'T." AS 1B' 4� O ALO CHERRY HEIGHT =401' AMSL H U JUSTIN Y.YOON � Lic. No. 42897 Sq q ° �SIONAL NEW V MOL! WREBS Hl a ACL MONOPOLE HEIGHT INCLUDES ABOVE GROUND FOUNBA,TON AND BOLT HEIGHTS. SHADWE LL SEE 'IL 2, THIS SHEET. RAWLAND LJa 3492 RICHMOND ROAD CHARLOTTESVILLE, VA 22903 w ALBEMARLE COUNTY DBNTi k JY1' DPAVM NAW BPP mRITE IO,O3/I2 CONT1. NOL. 3036.130 SIRMD"fA1$ OfBSP11oN FENCE NOT SHORN FOR CLARITY REFERENCE TREE nvu wnE _ _ _ _ _ BEGIN"I NO OF POLE ELEVATION VIEW NEN VER77N�R ELEVATION = [404'-10"t] PMSL PLATFORWITH / / _ _ _ - _ TOP OF FOUNDATION 30' MAX _ - - - ELEVATION = [404'-6"3] A.EL _ - - RNSHED CRAOE OTOWER ANIK aFODN-�N ' W' OTHERS SEE ENLARGED VILLA. THIS SHEET L1EVAgN - ELEVATION VIEW ^ NOT TO SCALE ( _ 3 VERIFY FINISHED MATERIAL REQUIREMENTS WAR CMCM CDON MANAGER PRIOR TO BID E%E G /2• Pig' OF $LOPE 11/2° PER 6' OF SLOPE 8 ' AT ICROVINNINUN COMPACT ROAD RISE L GEOIE%RE FABRIC WHERE MATERIAL REMOVE ORGANIC REWIRED. VERIFY NLN MATERIAL (3° MINIMUM) WINSTRUCNON MANAGER PRIOR TO BID EARTH WORK SOMME COMPACTION &SELECT GRANUM FlI A CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING 8: GRUBBING THE CONSTRUCTION SEE AND ROADWAY AREAS. THE CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATIONS CONTAINED WITHIN THE GEOTECHNICAL REPORT MEN NECESSARY PREPARED FOR THIS SITE FOR SIZE WORK PREPARM IN k FOUNDATION WORK. AS A MINIMUM THE TOP 3' OF GRADE SHAUL BE REMOVED. THE EXPOSED SUBGRPDE COMPACTED, GEOTE%TILE FABRIC AS REQUIRED FOR UNSTABLE SOIL CON FOR. B. ALL SELECT GRVNULAR ALL SHALL BE COMPACTED TO A 95% COMPACTION AT A MMMUA ANY DENSITY AS DETERMINED BY ASTM D-1557 OR *THIN PLUS OR MINUS 3% BE OPTIMUM MOISTURE CONTENT. TYPICAL ACCESS ROAD CROSS SECTION NO SCALE VARIES 1. INSTALL FENCING PER ASTM F-567 9' MIN 2. INSTALL SWING GATES PER ASTM F-900 3. LOCAL ORDINANCE OF BARRED WINE PERMIT REQUIREMENT 3. 1' (NOMINAL) X 6' - 8' DOG FLARED FENCE BOARDS. CEDAR PREFERRED, SHALL BE COMPILED IF REQUIRED. NO .57 COARSE AGGREGATE FlLL WITH SAND-7 AND 2.. lA'P (3° MINIMUM) REMOVE ORGANIC MATERIAL 5. 2' FINISH OR AS DETERMINED BY CONSIRUCNON MANAGER DURING BID NEW FENCE POSE 4° AGGREGATE BASE MATERIAL TYPE 1, NO. 21A 4 OZ. NONWOVEN R 4' COMPACTED 95% BSE MATERIAL OR AS DETERMINED BY CONSTRUCDON NO SCALE FILTER FABRIC SEE PLAN FOR PIPE INVERTS 8. DUCK BILL OPEN CATE HOLDER. VERIFY LOCATION IN FEND PRIOR TO AND PIPE SIZE CROSS SECTION OF PIPE CULVERT 12' GRAVEL MAT ({57 STONE) COMPACT TO STABILIZE PIPES NO SGVE NEW WOOD FENCE �r m © REFERENCE NOlE9 GENEPA NOTES I. CORNER, END OR UNE POST: 4' X 4° TREATED LUNGER SPACING FOR 1. INSTALL FENCING PER ASTM F-567 UNE POSTS IS a-0° Q TO E MAI(. 2. TOP RAIL § BRACE RAL: 2° X 4° TREATED LUMBER. 2. INSTALL SWING GATES PER ASTM F-900 3. LOCAL ORDINANCE OF BARRED WINE PERMIT REQUIREMENT 3. 1' (NOMINAL) X 6' - 8' DOG FLARED FENCE BOARDS. CEDAR PREFERRED, SHALL BE COMPILED IF REQUIRED. /1 TREATED ACCEPTABLE 4. USE GLLVANIZED (OR BETTER) NUTS, BOLTS AND WASHERS TO 4. 1 1/2' MAXIMUM —CE FROM GRADE. MOUNT ALL SIGNS (SECURED THROUGH FENCE BOARDS). 5. 2' FINISH OR AS DETERMINED BY CONSIRUCNON MANAGER DURING BID NEW FENCE POSE WNL(. SEE GENERATOR PAW R 4' COMPACTED 95% BSE MATERIAL OR AS DETERMINED BY CONSTRUCDON NO SCALE VAI DURING BID WALK. 7. FINISH GRADE SFMLL BE UNIFORM AND LEVEL 8. DUCK BILL OPEN CATE HOLDER. VERIFY LOCATION IN FEND PRIOR TO _ INSTNLAM) . TYPICAL BOTH SIDES OF DATE, N0.57 CQViSE AGGREGATE CREGAIE 9. GEOTE%ALE FABRIC. 10. GATE HARDWARE MANUFACTURER NOT SPECIFIED AT THIS TIME. TURNDOWN 11. POST: CONCRETE FOUNDMTON (2000 PSI). COMPOUND FENCE DETAIL BOTTOM LAYER OF MIRAFI NO SCALE N 1 �5 AT IB' O.C. WISH 3' CS. COVER Ai PITO EDGES 67X6'-W2.kW2.9 1/2' CONTINUOUS WELDED WIRE FABRIC '4 6' % 20' SNB UP AREA Y —N057 _' COARSE AGGREGATE 4057 COARSE AGGREGATE III eo G MIN 3000 PSI CONCRETE i I. NEW FENCE POSE m SEE GENERATOR PAW °) 114 CON` NO SCALE SECTION BELOW _ \ I N0.57 CQViSE AGGREGATE CREGAIE TURNDOWN I A I I BOTTOM LAYER OF MIRAFI N 1 HM70 GEOSYNNEDC. 2 BEYOND ME BE TOE OF AGGREGATE ` J - -- - -- - SLOPE, ALL AROUND I} —11 I—I I I I I- L I E I ,z'-QX11 W111=j CONTRACTOR TO COORDINATE CONDUIT SNB -UPS THROUGH ME STUB UP AREA TO ENSURE NO REINFORCING BARS PRE CUE. III COMPACT' TOP 6' OF CONCRETE TO BE PLACED AROUND NE CONOLDS, AFTER CONDUIT - SUBGRADE /BASE MATERIAL TO 95% DENSRY PER ASTM STILI PRE INSTAUED WITHIN THE STUB UP AREA 0-1117 GENERATOR PAD DETAIL NO SGii �5 AT IB' O.C. WISH 3' CS. COVER Ai PITO EDGES 67X6'-W2.kW2.9 1/2' CONTINUOUS WELDED WIRE FABRIC CHAMFER Y —N057 _' COARSE AGGREGATE 4057 COARSE AGGREGATE III eo G 6° MINIMUM COMPACTED SUBGRADE — i I. 6° S m GENERATOR PAD SECTION A -A °) 114 CON` NO SCALE .rchitecture & Engueeer! 1331 LSIHEET,N WNHE1 WAIHINGTON. OCC 201 a/my61`W/AV.0%.0 veI wireless 1831 RACY COURT RICHMOND, VA 23222 J I,TH pF G �f JUSTINY. Lic. No. 42897 SHADWELL RAWLAND 3492 RICHMOND ROAD CHARLOTTESVILLE, VA 22903 CIVIL DETAILS SECTION - COMPOUND AREA ND LGE C-4