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Home My WebLink AboutARB201300046 Legacy Document 2013-06-21R k S HIS s Is Nor LOCATED WITHIN OR AO.ACEM TO A COUNTY DESIGNATED OONSERMADON EASEMENT. "�, -^h ABBREVIATIONS SURVEYOR'S NOTES DN DIAMETER NUMBER 1. TOPOGRAPHIC INFORNVTION WAS MEN FROM A TOPOGRAPHIC SURVEY PERFORMED BY GUISEW'AY CONSULTANTS, P.C., A/C AIR WHOM ING CHESAPEAKE, NRGINN ON B/W/07. METES AND BOUNDS WERE \ � AM AMERICANS WNH DISABILRIES ACT AFC ABOVE FINISHED GRADE COMPILED FROM PIA1S AND TAX MAP. NO BOUNDARY SURVEY WAS PERFORMED BY CAUSEWAY CONSULTANTS, P.C. THIS SITE 6 NOT 11—D W11HIN ANY / •SEE ENIARGm SIZE AREA DESIGNATED AS AN MRICULTURAL pJ j PLAN SHEET C 1 AREA FORESTAL DISTRICT. ACL ABOVE GROUND LEVEL F AM SOCIETY SOCETY FOR TESTING AND MATERIALS C, C/L CENTERLINE 2. 1X15 DRAWING WAS PREPAED WITH REFERENCE TO TITLE REPORT /2771 -00658 PREPARED BY CHICAGO TTRE INSURANCE COMPANY DATED 9/1]/0]. / C.LD. CEMERUNE DITCH CMP CORRUGATED METAL PIPE 3. PROPERTY IS SUBJECT TO ALL EASEMENTS AND RE57RIGHONS OF II %• / ENG CONCRETE D D.B. DEED BOON DWG(S) DRAWINGS RE CORD. 4. FLOW ZONE S EASED ON TI1E FLOOD INSURANCE $ Z j �„y• ^' EL£V ELEVATION ENO DE B RF CABINET EOE EXISTING OVERHEAD ELECTRIC EZBFO BATTERY BACKUP CABINET RAZE MAPS AND DOES NOT IMPLY THAT THE PROPERTY WILL OR D DOES Y THAT WILL NOT BE FREE FROM FLOODING OR DAMAGE. 5. THIS SITE APPEARS TO BE LOCATED IN ME F.I.R.M. ZONE X' AS ¢EV=ao2A5• \ i j (F) FOUND FEE FINISHED FLUOR ELEVATION FIRM FLOOD INSURANCE RATE MAP CIS GEOGRAPHIC INFORMATION SYSTEM SPIN GRID PARCEL IDENTIFICATION NUMBER SHOWN ON COMMUNITY PANEL NUMBER 510006 0295 0 EFFECTIVE DATE 2/4/05. 6. NO SUBSURFACE NVESIIGATION WAS PERFORMED BY CAUSEWAY CONSULTANTS, P.C. 8 A / I A / 4B,Po� CPS GLOBAL POSITIONING SYSTEM ID IDENTIFICATION INC INCORPORATED NV I NVERT INFO INFORMATION L/P LICHT PCdE/IAMP POSi LLC LIMITED LIABILITY CORPORATION 7. ME AN SOURCE FOR THIS SURVEY IS BASED UPON STATE GRID NORM, (SOUTH ZONE). MAGNETIC DECUNATION IS COMPUTED AND MOT OBSERVED. B. NO WERAND AREAS HAVE BEEN DELNFATEB. 9. ALL PHYSICAL NONCE F UTILITIES SHOWN ON THIS SURVEY IS 5A7cuTC asH A / L LONG UMRSURVEYOR OLUTION FROM SURFACE EVIDENCE I ; MHz INIM M MEGAHERTZ .1 MIMMUM 10. THE TEMPORARY BENCHMARK 402.4 IS A R %R SPIKE IN THE 20' PoPVR, ELEVATION =402.45. 12. DOTy N NORM NW NORTHWEST NVI NOft1N AMERICA! DAMN A / A / NO NORTH NIERIGN VEAIICN MTUM NO NUMBER i T.M.P. 79 -35 / N/F EASTON,RATIMIND H. I \ ESTATE C/0 AUGUSTA C FASTON 1 1 D.B. 453/PG. 531 A 4.5000 ACRES AA Vmx✓c ZONED FA \V A\ LANE USE R610ENINL \\ \ T.M.P. ]9 -31 \A N RANNINCS, WLORES A D.B. . S ' / 989/ PG 989 i /% 8[ b I 5 ZONEOARRAES USE RESIDENTIAL OSHA OCCUPATIONAL TATTY AND HEALTH ADMINISTRATION P/P POWER POLE P.B. PUT BOOK PE PRICES POW ENGINEER P /PC. PACE P/L PROPERTY LINE PROD' PROJECT R/W RIGHT OF WAY RD ROAD SCH SCHEDULE 9 SOVARE FODi/FELT 5T STREET ISO STANDARD LEGEND F%ImNO L1LW' TBM TEMPORARY BENCHMARK / $ T -PTO TELEPHONE PEDESTAL TN TECHNICAL IEUI VISR TYR TYPICAL VA VIRGINIA VA VOOT VIRGINIA OEPMOIEM OF TRANSPORTATION CONCRETE PROPERTY LINE LEASE AREA A I/ tRArFi / 2nd[ W WEST WB WILL BOOK YDS YARDS EASEMENT ® BUILDING (FOOTPRINT) ' / / ENCE iREELINE ® DEMOLITION NOTES I. RENDVE EXISTING SAIEME DISH EDGE OF PAVEMENT EDGE OF GRAVEL DITCH /SWALE ® LEASE NOTES \ ELECTRIC CONTOURS CONTO R9 MONOPOLE 1. NEW Y1ltIZON WIRELESS 20' WIDE NON - EXCLUSIVE INGREES /EGRESS AND UTILITY EASEMENT 2. NEW VERIZON WIRELESS 2,500 SF LEASE AREA RJCyMOND Rp `�%` �- p POWER POLE REMOVE TREE GRAPHIC SCALE(S) ® CONSTRUCTION NOTES <5� �__ I. NEW MONOP0.E TOWER, SEE ELEVATION VIEW ON SHEET C -3 1 11 FOR 11" % 17' PLOT - 1' = B0' 0 ®' / T.M.P. 934-1 —__ � N7p_ CLENNORE SWNTE$ \J6•�X• UNTIED PA PSRTNERSHIP D.B. 3154/ PO. 265 154.5510 ACRES _ ZONED RA LAND USE RESIDENTIAL _- 1331 L51AEET,N surtEr WASHINGTON. DC RDf veei�ort wireless 1831 WAY GWRI RICHMOND. VA 23222 �r�4f• JO M Y. OY ON 1 9 Lic. No. 42897 3 ONAL G SHADWELL RAWLAND 3492 RICHMOND ROAD CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY SITE PLAN C -1 GENERAL NOTES ® CONSTRUCTION NOTES 1. THE NYENFORY PREPARED BY CNISEWAY CONSULTANT. PC. 1. NEW VERIZON WIRELESS MONOPOLE TOWER 2, EXTREME CARE SHAL BE THEN NOT TO DNAAGE EXISTING TREES 2. NEW VERIZON WIRELESS GRAVEL ACCESS ROAD THAT ARE TO REMNN. / 3. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT M sb° NArcE rz66) COMPENSATION OF DAMAGED TREES. 4. SITE SNNL BE MNNTNNED IN ACCORDANCE WITH A TREE CONSERVATION PLAN TO BE PREPARED BY A CERITRED ARBORIST, / AS DECLARED BY SEC 5.1.40(3)(4) 5. ALL OLIN LINES ARE PROPOSED TO BE RUN UNDERGROUND WITHIN THE ITTILUY AND ACCESS EASEMENT SHOWN ON THE PIMA AND INDICTED ABOVE N NOTE j4. FINA- LOCDON OF UTILITY WILL ME C NMINEO BY THE COMPANIES PROVIDNG ELECTRICAL AND TELEPHONE SERVICES. jl T LEASE NOTES 1. NEW VERIZON WIRELESS NON - EXCLUSIVE 20' WIDE INGRESS/EGRESS AND UILDY EASEMENT 2. NEW VERIZON WIRELESS 2,500 SF LEASE AREA �N (Iw4) 6° cEaw t1o,�� pu: ysE /r6n1 I I 1 A / u I\ NOTE - ALL UTILITY UNES ME PROPOSED TO BE RUN UNDERGROUND 'WITHIN THE UT111Y AND ACCESS EASEMENT SHOWN ON THE PIM AND INDICTED ABOVE IN NOTE #4. 1 FINAL LOCATION OF OLIN ONES WILL BE DETERMINED BY I THE COMPANIES PROADING ELECTRIC- AND TELEPHONE SERMCES. FOR 24' X 36' PLOT - I' - U) 0 10' 10' ENLARGED SITE SURVEY FOR II' X IT PLOT - I' = 20' 6 LEGEND TREES TO BE REMOVED NOTE - TREES SHOWN ON PIA. BUT NOT LISTED ON TREE INVENTORY ARE 6' OR LESS 3 PER PARADISE MID CEDAR TREES. lrcbitecture & Engineerin 1331 LSTIEET, NW SUITE 600 WASHINGTON, DC DOORS / /CtNWJE)6B1COM V eHM wireless 1631 RADY COURT RICHMOND, VA 23222 �o��PyTH Op U STINY. GOY N a LiC. No. 42897 OA l �` "'ONAL G SHADWELL RAW LAN D 3492 RICHMOND ROAD CHARLOTTESVILLE, VA 22903 TREE INVENTORY C -1 A / \ sb° NArcE rz66) / 26 °—E (266) 1 / _ TWA I lDb ---- - - - - -- a") jl \ a�ry 6 6) r E RI(16661 N REFERE R' mxN cE9AR I 6' �pqR ,052 2. CEW o40) I le° MAPLE (292)� D I /y {� z4 E (294)J FIELD STARES L . OF 5 OAre (raglj / oEw, ROJR CEDAR mE<5� / 0I 9AR9� TREES m ESE REmanED (nR) 5D' PADIUS l L CENTER OF TOWEFROM R 1 _ (Iw4) 6° cEaw t1o,�� pu: ysE /r6n1 I I 1 A / u I\ NOTE - ALL UTILITY UNES ME PROPOSED TO BE RUN UNDERGROUND 'WITHIN THE UT111Y AND ACCESS EASEMENT SHOWN ON THE PIM AND INDICTED ABOVE IN NOTE #4. 1 FINAL LOCATION OF OLIN ONES WILL BE DETERMINED BY I THE COMPANIES PROADING ELECTRIC- AND TELEPHONE SERMCES. FOR 24' X 36' PLOT - I' - U) 0 10' 10' ENLARGED SITE SURVEY FOR II' X IT PLOT - I' = 20' 6 LEGEND TREES TO BE REMOVED NOTE - TREES SHOWN ON PIA. BUT NOT LISTED ON TREE INVENTORY ARE 6' OR LESS 3 PER PARADISE MID CEDAR TREES. lrcbitecture & Engineerin 1331 LSTIEET, NW SUITE 600 WASHINGTON, DC DOORS / /CtNWJE)6B1COM V eHM wireless 1631 RADY COURT RICHMOND, VA 23222 �o��PyTH Op U STINY. GOY N a LiC. No. 42897 OA l �` "'ONAL G SHADWELL RAW LAN D 3492 RICHMOND ROAD CHARLOTTESVILLE, VA 22903 TREE INVENTORY C -1 A fn N, J o AREA MAP FOR 11' X PLOT - 1' = fi00' a® NOTES: OI IL OF TOWER N: 3891626.60 E: 11518042.79 IATTTUDE: 3800'38.8471' N (NAD83) LONGITUDE: 782241.1121" W (NAD83) ELEVATION: 404.0' AMSL (NAVD88) O2000' RADIUS FROM (� OF TOWER OEXISTING DWEWNG, TYPICAL Architecture & Engineerin 1331 L sL1�T. - WASHINGTOAC2"' N, DC 20W5 veriest wireless 1831 RADY COURT NCHMONO, VA 23222 r 11 op -"7v"U"o" N", TMIN Y.100N Lie. No. 42897 o l IONALG SHADWELL RAW LA N D 3492 RICHMOND ROAD CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY R� AREA MAP c -1 B NOTES 1. NO COMMERCIAL ADVERPSING MATERIAL WILL BE USED IN A CONJUNCTION WTi THE NEW TONER. § 2. LIGHTNING ROD WILL NOT EXCEED 2' ABOVE THE TOWER AND WILL BE 1' DIAMETER 3. MONOPOLE, ANTENNAS, EXTENSION PARIS AND ALL NEW GROUND EQUIPMENT WILL BE PANTED TO CORM APPROVED COLOR, SHERWN WILLIAMS (16090) JAVA BROWN 4. NO POINT ON THE FACE OF THE ANTENNA SHALL PROTECT MORE THAN 12 INCHES FROM THE FACE OF THE EXISTING STRUCTURE TO WHICH B 15 ATTACHED 5. TO THE EXTENT POSSE, ALL VERTICAL CABLES. WIRES, AND SIMILAR ATTACHMENTS SMML BE RUN VFRRCALLY WITHIN THE MONOPBE'S STRUCTURE REMAINING CARIES, WIRES, ETC, WILL BE AFHXED TO THE OUTSIDE OF THE POLE ON THE SIDE FACING INTERIOR OF THE PROPERTY ANTENNA NOTES 1. ANTENNAS ATE TYPICAL FLUSH -MOUNT DESIGN USING MOUNPNG "1 BRACKET AND PIPE MOUNTS 2 FW NOUNTNG DESIGN MAY VANY SUGHRY DEPENDING ON AVAILABILITY AND SPECIFIC MANUFACTURER. 3. PROPOSED ANTENNAS - ANTEL 3XA- 70063 /8CF DIMENSIONS - 94.5'(H) X I1.2'(W) X 4.5'(D) 4. PROPOSED ANTENNAS - ANTEL 8X0 - 63406380CF DIMENSIONS - 47.4 °(H) X 16.8'(W) X 3.5'(D) 12^ MAX -H- FACE OF NEW LIE (4G) ANTENNA (TYP OF 3) TYP OF 2) `NOUNTING PIPE (- OF 3) FACE OF NEW PCS /CELLULAR DUABAND ANTENNI (1YP OF 3) FACE OF NEW MONOPOLE NEW MONOPOLE ENLARGED VIEW ' NOT TO SCALE S R TOWER BOLTS MP) G 5 G A ENLARGED VIEW i NOT TO SCALE �OVERALL HEIGHT/TOP OF TONER APPURIEWNCES (LIGHTNING ROD) L.MGN = [493.0'3] ANSL - - - - T�UP OF TOWN / TOP OF ANIEWN4 Y aEwTwx (3) NEW VERIZON WHELESS FLUSH MOU4IED PoNEL ANTENNAS LEAN VWT WREIESS BZ.tl ACL MONOPOLE • HBGHT INCLUDES ABOVE GROUND FOUNDATON AND BOLT HEIGHTS. SEE DETAIL 2, THIS SHEET. NO E FENCE NOT SHORN FOR CLARITY NEW AIR. WIRELESS EC,IPMFM PLATFORM WO OUTDOOR CABINETS. C.R.UN-. ELEVATION VIEW BY OTHERS NOT TO SCALE 18"m rchitecture & Engineerin (3) NEW VFRQON WIRELESS FLUSH MOUNTED PANEL ARTENNAS _ _ — 1331 LSTTI . NW A1nE 600 ELEVATION = [83' -0'3] AC.L WV&VNI3FON, DC 20005 —I-FAx �I.L66 WNNV.CIPAANpSN.CON - — - - - — - - _ _ _ _ _ _ To' 0 F f A N O P Y \V/ ELEVATION = [481' -0 "t] AMIL veriM wireless SEE ENWTCEO VIEW, THIS 111, 1831 RAID, coURT RICHMOND. VA 23222 q } TH Op L REFERENCE TREE IGENTITIED AS 18' O WILD CHERRY HEIGHT = 481' AMSL JUSTIN Y.. H U Lic. N) 42897 U �J" /o 13 GV�, � l q ° �sSIONAi. SHADWELL RAWLAND m TREE 3492 RICHMOND ROAD CHARLOTTESMLLE, VA 22903 - - _ _ _ BEGIN "LNG OF PoLE ELEVATION VIEW ELEVATION = [404' -10 "t] PARS _ - _ - - TOP OF FOUNDATION ELEVATION = [404' -6 °3] AMSL FINSNED GRADE &TOWER NASL ELEVAMIN - [104' -D'i] AMSL SEE ENLARGED `AEA, THIS SKEET C -3 3 R VERIFY FINISHED MATERML REQUIREMENTS WITH CONSTRUCTION MANAGER PRIOR TO BID EXISTING /2• P 11/2° PER 8' OF SLOPE 8 AT CROWN ° ✓i _ / - COMPACT ROAD BASE L GEOTEX FABRIC WHERE MATERIAL REMOVE ORGANI RE C REWIRED. VERIFY MN MATERIAL (3° MINIMUM) CONSTRUCTION MANAGER PRIOR TO BID EARTH WORK SUBGRADE COMPACTION &SELECT (WPNUM FlI A CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING k MOBBING THE CONSTRUCTION SITE AND ROADWAY AREAS. THE CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATIONS CONTAINED WTMIN THE GEOTECHNIGY REPORT MIEN NECESSARY PREPARED FOR THIS SITE FOR SITE WORK PREPARATION k FOUNDATION WORK. AS A MINIMUM THE TOP 3' OF GRADE SHA L BE RENOVED. THE EXPOSED SUBG,RADE COMPACTED, GEOTEXTILE FABRIC AS REQUIRED FOR UNSFABLE SOIL CONDITION. B. ALL SELECT GGAAIVR ALL SHAL BE COMPACTED TO A 95% COMPACTON AT A MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D -1557 OR *THIN PLUS OR MINUS 3% OF OPTIMUM MOISTURE CONTENT. TYPICAL ACCESS ROAD CROSS SECTION NO SCALE NO SCALE NEW WOOD FENCE �r l O m 1 3 I 1 4 6 9 I I. CORNER, END OR UNE POST: 4' X 4° TREATED LUMBER SPACING FOR VARIES LINE POSTS IS 8' -0° Q TO E M4%. 2. TOP RAIL §BRACE RAIL 2° X C TREATED LUMBER. 2. INSTALL SWING GATES PER ASTM F-900 3. LOCAL ORDINANCE OF BARBED WINE PBTMIT REQUIREMENT 9° MIN SHALL BE COMPILED IF REQUIRED. J1 TREATED ACCEPTABLE 4. USE GAVANIZW (OR BETTER) KDIS, UOLTS AND WASHERS TO 4. 1 112' NMIMUN CLEARANCE FROM GRADE. MOUNT ALL SIGNS (SECURED THROUGH FENCE BOARDS). NO. 57 COARSE AGGREGATE REMOUNT FlLL WITH SAND p ORGANIC MATERIAL 6. 4' COMPACTED 95R WE MATERIAL OR AS DETERMINED BY CONSTRUCTION MIN 4° AGGREGATE BASE NATERIAL TYPE 1, NO. 21A 4 OZ. NON -WOVEN 8. DUCK BILL OPEN DATE HOLDER. VERIFY LOCATION IN FIELD PRIOR TO I /1 I I � FILTER FABRIC SEE PLAN FOR PIPE INVERTS 10. GATE HARDWARE MANUFACTURER NOT SPECIFIED AT THIS TIME. AND PIPE SIZE CROSS SECTION OF PIPE CULVERT 12° GRAVEL MAT (/57 STONE) COMPACT TO STABILIZE PIPES NO SCALE NEW WOOD FENCE �r l O m 1 3 I 1 4 6 9 I I. CORNER, END OR UNE POST: 4' X 4° TREATED LUMBER SPACING FOR 1. INSTAL FENCING PER ASTM F -567 LINE POSTS IS 8' -0° Q TO E M4%. 2. TOP RAIL §BRACE RAIL 2° X C TREATED LUMBER. 2. INSTALL SWING GATES PER ASTM F-900 3. LOCAL ORDINANCE OF BARBED WINE PBTMIT REQUIREMENT 3. 1' (NOMINAL) X 6' - 8' DOG FMRED FENCE WARDS CEDAR PREFERRED, SHALL BE COMPILED IF REQUIRED. J1 TREATED ACCEPTABLE 4. USE GAVANIZW (OR BETTER) KDIS, UOLTS AND WASHERS TO 4. 1 112' NMIMUN CLEARANCE FROM GRADE. MOUNT ALL SIGNS (SECURED THROUGH FENCE BOARDS). 5. 2' FINISH 0R AS DETERMINED BY CONSTRUCTION MANAGER DURING BID GENERATOR PAD SECTION A -A WALK. NO SCALE 6. 4' COMPACTED 95R WE MATERIAL OR AS DETERMINED BY CONSTRUCTION MANGER DURING BID WALK. 7. FINISH GRADE SHALL BE UNIFORM AND LEVEL N0.57 MANSE AGGREGATE 8. DUCK BILL OPEN DATE HOLDER. VERIFY LOCATION IN FIELD PRIOR TO I /1 I I � INSTALLATION. TYPICAL W NI SIDES OF GATE, 9. GEOTEVIILE FABRIC. BOTTOM LAYER OF MIRAFI 10. GATE HARDWARE MANUFACTURER NOT SPECIFIED AT THIS TIME. I 11. POST: CONCRETE FOUNDATION (2000 PSI). HM70 GEOSY A10C. COMPOUND FENCE DETAIL NO SCALE EKTENO 2 BEYOND TOE OF AGGRECAIE '5 Ai IB' O.C. *IH 3' CLEAR COVER AT PAD EDGES 6°X6°-W2.9xW2.9 WELDED WRE FABRIC -- 1/2' CONDNUOUS 'NA MFEN '4 6' X 20' STUB UP AREA NOS7 COARSE AGGREGATE 4057 COARSE AGGREGATE �o MIN 3000 PSI CONCRETE NEW FENCE POSE SEE GENERATOR PAN GENERATOR PAD SECTION A -A (1) t4 `ONT NO SCALE SECRD.N A -A BELOW \I N0.57 MANSE AGGREGATE FOR NRNOOWN I /1 I I � BOTTOM LAYER OF MIRAFI I HM70 GEOSY A10C. EKTENO 2 BEYOND TOE OF AGGRECAIE L / - - -- - -- - -_ 4� I SLOPE, ALL AROUND =1 F T —III III —I I1= I —III III III —j I III III 111- � ,z' -a• -1 =1 II III— NONE: = III —II' CONTRACTOR TO COORDINATE CONDUIT STUB -UPS THROUGH THE STUB AREA TO ENSURE ERCINC BARS ARE CAR. III COMPACT TOP 6' OF SUBGRADE /BASE ET O ND CONCRETE TO BO PULED WITHIN THE CONWIIS, EA CONDUIT SNB -UPS PRE INSTATED *THIN THE STUB UP AREA - -. M195% DENSBY PER ASTN PER D -1557 GENERATOR PAD DETAIL NO SCALE '5 Ai IB' O.C. *IH 3' CLEAR COVER AT PAD EDGES 6°X6°-W2.9xW2.9 WELDED WRE FABRIC -- 1/2' CONDNUOUS 'NA MFEN A — NOS7 COARSE AGGREGATE 4057 COARSE AGGREGATE �o 6° MINIMUM COMPACTED SOMME I — 6 B 'm 3w GENERATOR PAD SECTION A -A (1) t4 `ONT NO SCALE ,rchuecture & Engmeeri 1331 L STRE ,, N WOE WASHINGTON1. DC 20[ My6IVVA•N.¢P.0 veriM wireless 1831 RADY COURT RICHMOND. VA 23222 N 1- N Lic. No. 42897 SHADWELL RAWLAND 3492 RICHMOND ROAD CHARLOTTESVILLE, VA 22903 CIVIL DETAILS SECTION - COMPOUND AREA ND SCALE -4