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HomeMy WebLinkAboutSDP201300027 Plan - Revision 2013-05-21 • E ,. CLARK•NEXSEN s - SHADWELL_ Architecture &Engineering1331LSTREETSURE,NW fi ,\••••• S 600 1 EASTON PROPERTY WASN,Dc2oao 2D2i61.3260 3260 F FAX 202•951.3266 ,. RICHMOND ROAD „4, ver► on wireless3492 � �•��N•roM ver C HARLOTT E SVI LLE VA 22903 i�1831DwleSS COURT DIRECTIONS TO SITE: FROM RICHMOND: PROJECT DESCRIPTION RICHMOND, VA 23222 FROM 1-64 GO WEST AND TAKE EXIT 129 VA-616 TOWARDS KESWICK/BOYD TAVERN. TURN LEFT ONTO BLACK CAT INSTALLATION OF A MONOPOLE, COMPOUND AND .:'' rt ►► RD.TURN RIGHT ONTO RICHMOND RD/US-250. GO APPROXIMATELY 4 MILES TO 3492 RICHMOND ROAD ON THE i lH 01+' ►. RIGHT SITE IS ON OPPOSITE SIDE OF GLENMORE WAY AND RICHMOND ROAD INTERSECTION. f OPERATION OF ANTENNAS AND BASE STATION '�•y\��' Pf�' I UTILITIES INFORMATION EQUIPMENT IN A RAW—LAND LEASE AREA EMERGENCY INFORMATION � �A cp ; r r - ;F POWER_3 CENTRAL 832 RG INIA ELECTRIC COOPERATIVE (CVEC) 2 WORKING DAYS LOCAL FIRE AND EMERGENCY SERVICES �, k s �.. 1 800 67 BEFORE YOU DIG O '- \ ��-�'°n.1 (434) 296-5833 N51IN Y. ��N ..`;_,,',%� 44 i �.l _• - �p� e�,o t �- t TELEPHONE: CENTURY LINK 5 811 LOCAL EMERGENCY POLICE DISPATCH U �' aM'�vJo- r r r J 1 ( r �F� _ �° a,l II 1 866 768 1847 TOLL FREE w d^� ,�, "' '"- it- (434) 296-5807 r ,1 ��. , MISS UTILITY Lic.No.42897 I) '' P• £: ' <. ;;\./ , zr�; .cam�--`-t- - =., APPROVAL I ��j %�3 W�� �l%Jr• '^�u`r'�� '• J /� _ - _ - REAL ESTATE MANAGER: NATHAN HOLLAND PHONE NUMBER (757) 305-8420 �'� �-� � Pr• ,f ( ) _, �Y`• ,�1 r� '�, ' g %`o;��, BB �i ZONING MANAGER: STEPHEN WALLER PHONE NUMBER F / %4w - _ (434) 825-0617 1 ,e 6-+. i:'� `" / N _ _ -- ..._fir .a ;i`+•..:, AS__ ,:%, a<�:> _ . SHADWELL �1•f`7fu a 0, r-- 'N �� `�'��.F_-- wa..-." 1= CONSTRUCTION MANAGER: DICKIE TURNER PHONE NUMBER (540) 661-6002 �'ma p }"'�m,a,,u Y , 'I, .-' l.•-- r _ wf�64� ., 3r...,,a - I ▪ /h �, . mow, o°/, - r ,O'er.'` y t ! -; ?n �/`,.�; ) �� ENVIRONMENTAL CONSULTANT: ANDREW HENDRICKS PHONE NUMBER (703) 478-0055 RAW LAN D gL% 1: PROJECT •�' J ''�` . ' SITE :. .r� k. ' ��' -y,_ ` ,J/_• +!, ;% �r�.�°� T� REV NO. DESCRIPTION BY DATE REV NO DESCRIPTION BY DATE ,..,!,‘-4;,.,_ t `'""` .1 / 4.;-- , ) { ENSITE PLAN / / © / /m �f ; ,, ice" r, A JYY 10 25 12 REVISED APPLICATION DRAWINGS JYY O5 21 13 .�„",. d< -.;.°2, -'-- A REVIEW SET JYY 11/02/12 3492 RICHMOND o\:/R a_..k. �a,s ;,_.„ == ',. . ,, =. r" REVISED CHARLOTTESVIL.LE,VA AD - \C `�' REVIEW SEI JYY 12/07/12 — 22903 ,,• •OlL� �`' �� \ `'•..... O,� APPUCATION DRAWINGS JYY 04/12/13 LOCAL MAP North ALBEMARLE COUNTY NOT TO SCALE ( CONSULTING TEAM ( PROJECT SUMMARY I INDEX OF DRAWINGS DESIGN: JYY ARCHITECTURE AND ENGINEERING. SITE INFORMATION: PROPERTY OWNER: Sheet Number Sheet Title DRAWN: KAW CLARK NEXSEN SHADWELL RAYMOND H. EASTON C/O GENERAL 1331 L STREET NW, SUITE 600 3492 RICHMOND ROAD livDA SPP �'` II P� <i�t r,ir. �T ,�_r / , WASHINGTON, DC 20005 P.O. BOA CRAWFORD EASTON I 10/6.1 0 ''`. + r �� , j � -�sv s ,:-,...,. :',;; - - l:- PROJECT MANAGER: STUART PATTERSON, PE CHARLOTTESVILLE, VA 22903 P.O. BOX 661 G-1 COVER SHEET -i. T , ' �:<' ^ = �. CHARLOTTESVILLE, VA 22902 CIVIL COMM.CO N0. 3036.120 1 `'/ - `1-" ,""f'yr /i /a' - ,,i ------..-___,A• -, '- _" 1. TELEPHONE: (202) 461-3287 APPLICANT INFORMATION: �,;;•;? \ SUBMITTALS weer--,' . 1, .3 1.,\' 71. _-' ,; / '---- s a,ef ,V 1':_. C- SITE PLAN J/' cU -,a..*. I ,../.••;,t;,,''' ;'ty ^7f'r' _;.....:�li _,- {, (�. ^ _..) ,1,''- /_j_ FAX NUMBER: (202) 461 3266 1 Si. DESCRIPTION DATE C-1A TREE INVENTORY rsrE PLAN 10/26/12 '`+` . i +,Hr, _..r �_ -_tip.✓- � _, _�" .s fid`" '''i -' "z> A.,..:::,;,-A- / \ r •' :• /a r r `oR SURVEY. APPLICANT INFORMATION. C-1B AREA MAP zti ). J+\- s t�-".'i /5`.� `4,,T;i. '{. .1":, �.J 1°,_. EVIf:W SET 11/02/12 's;_;. 4r,a,- . -- ::a•,,-- 1 - - VERIZON WIRELESS 1! ?._ .-t;, 9a w� !-t;: - ,ti CAUSEWAY CONSULTANTS, PC C 2 ENLARGED SITE PLANEVISED REVIEW SEf iz/oZ/tz "I; ..1,,:v+ '`�` .�� ^,,,,e,r '- _ ),,`)1:_ =,',`'i.::,' -i \ P.O. BOX 15039 1831 RADY COURT .i,: t;L1 !f%:f PROJECT 3" CHESAPEAKE, VA 23326 RICHMOND, VA 23222 C-2A GRADING PLAN PurnnoN DRAWING'S 04/12/13 '� ",rE' 'ii'` vi+JJ;r,3; =, • �J4 ' a- '� ov..�` SITE CONTACT ALAN GUMMO EVIsm APwanoN WIGS os/z1/ta ,A 't, sue"-—4-. '/.;',. ,,1I'-,`=�?�\" Tc_,_: ' r� ,-F CONTACT: ROBERT T WIWAMS,JR, LS. C-26 GRADING PLAN v' <-` ;/,;:<, 7 ,(,p Y,'s r TELEPHONE: (757) 681-1505 [a_'' e,� >::_A�' -w"''''�' :'1'^!r w�-„. (�. / __ TELEPHONE: (757) 482-0474 C-2C GRADING PLAN ;i .. , _.:;1,,. ",^.. , `. - - FAX NUMBER: (804) 321-0398 ' ,j . - - '+Z" A , ' ,,,,,,;-;,:-.:,-,-..4 3./ -r.. _ �1 C-2D EROSION AND SEDIMENT Iettes•vil! tit` fi % �. - S,'1`,. l ,:.;'Pysa',- i�i=� --`i. r CONTROL DETAILS AND { " "iw",c''� +-.' z ',` ..4 r;r 7i ) i SOIL ENGINEER- PROJECT DATA SPECIFICATIONS SHEET NAME f, J' :3F==.'.''v>..,,^;� ?i 'ID e .f3, fiv ( i NONE ?„ � ;'; -';-; -. ZONING RA,<,' �'; t.' �c r NC-3 ELEVATION VIEW COVER SHEET �`f'.,: _ PARCEL IDEC 3500 � • -Ya r: /•j .. ✓. ��:z "i=`s.: Jilh 079A100000 .; " :z / y i� 2 t M°; a i �i C-4 CIVIL DETAILS ,rt-%p ::ki-4 �,- JURISDICTION ALBEMARLE COUNTY `r 'i,�',; �V�'__',� -�.,_ 3' _ SITE TYPE RAWLAND ph;T r+'' i _:> • -- - `� TOWER TYPE MONOPOLE _ 'j - r',: •,,r ;'g'.' ": ,`r/���'y.: �� ";- \ ti n' TOWER HEIGHT 87.0' A.G.L. ;ram.:_>�-; iL_ _j ?- ;," - I LEASE AREA 2,500 SF • y ;r l `%;./r. r jF -1. m :- ,', ! ..r AREA OF LAND DISTURBANCE 5,407 SQFT L p[f :+ ,r �_,f! '- , _, 1, �Y GEOGRAPHIC COORDINATES: t' 'sR'1+2o_ 1 LATITUDE: 38. 00' 38.8471" N (MAD 83) + -¢f - /^;'' ,I Y "-- , ,_ 691,._CC; \: ,_ . LONGITUDE o 1 c_,[/., '.?,_ .> _ as --k;". 78' 22' 41 1121"W (MAD 83) ELEVATION: i-' i 404.0' AMSL(NAND 88) ' ! , -+ ADA COMPLIANCE: SHEET NO.. ii ..'..<'_,- . , „' :� SHEET TOTAL. VICINITY MAP FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. Y I C I I J IT <I V I A P NOT TO SCALE North SITE WILL NOT BE SERVED BY CITY SEWER OR WATER. • • E ii THIS SITE IS NOT LOCATED WITHIN OR --..._-_ ABBREVIATIONS SURVEYOR'S NOTES CLARK•NEXSEN ADJACENT TO A COUNTY DESIGNATED 0, DIA DIAMETER 1 TOPOGRAPHIC INFORMATION WAS TAKEN FROM A TOPOGRAPHIC a CONSERVATION EASEMENT. / \ # NUMBER SURVEY PERFORMED BY CAUSEWAY CONSULTANTS, P.C., Architecture &Engineerinb S A/C AIR CONDITIONING CHESAPEAKE, VIRGINIA ON 8/30/07 METES AND BOUNDS WERE 1331 LSTREET,NW ADA AMERICANS WITH DISABILITIES ACT COMPILED FROM PLATS AND TAX MAP NO BOUNDARY SURVEY WAS SUITE 600 ,II AFG ABOVE FINISHED GRADE PERFORMED BY CAUSEWAY CONSULTANTS, P.C. WASHINGTON,DC 20005 THIS SITE IS NOT LOCATED WITHIN ANY / AGL ABOVE GROUND LEVEL 22461.3260 FAX2029613266 illSEE ENLARGED SITEPLAN, SHEEP C r ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS 2. THIS DRAWING WAS PREPARED WITH REFERENCE TO TITLE REPORT nQNCM AREA DESIGNATED AS AN AGRICULTURAL AVE AVENUE #2771-00658 PREPARED BY CHICAGO TITLE INSURANCE COMPANY OR FORESTAL DISTRICT 1iPiriII:ifi;ipi C, C/L CENTERLINE DATED 9/17/07 il\00000.000.00.0 C.LD. CENTERLINE DITCH i , � r �. CMP CORRUGATED METAL PIPE 3. PROPERTY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF , , CONC CONCRETE RECORD. �_��� D.B. DEED BOOK verim wireless / ,. DWG(S) DRAWINGS 4. FLOOD ZONE DETERMINATION IS BASED ON THE FLOOD INSURANCE o/ 0 ►\0�� •� \ ELEV ELEVATION RATE MAPS AND DOES NOT IMPLY THAT THE PROPERTY WILL OR 1h'ry �� ENODE B RF CABINET WILL NOT BE FREE FROM FLOODING OR DAMAGE. 1831 RADY COURT ^�, _ 4 RICHMOND, VA 23222 7, ,,4), / / E EXISTINGY ACKUPAC ELECTRIC / �� 1 EZBFO BATTERY BACKUP CABINET 5. THIS SITE APPEARS TO BE LOCATED IN THE F.I.R.M. ZONE 'X"AS �, r` �y (F) FOUND SHOWN ON COMMUNITY PANEL NUMBER 510006 0295 D . 4 ►� RXR SPIKE `�- , FFE FINISHED FLOOR ELEVATION EFFECTIVE DATE 2/4/05. �� 'lH �► E[Ev-4O2.as' FIRM FLOOD INSURANCE RATE MAP A \$t's. JI '�. % I GIS GEOGRAPHIC INFORMATION SYSTEM 6. NO SUBSURFACE INVESTIGATION WAS PERFORMED BY CAUSEWAY ��� I�, r_______, / �/ GPIN GRID PARCEL IDENTIFICATION NUMBER CONSULTANTS, P.C. / / c4 y GPS GLOBAL POSIDONING SYSTEM f / / ��'° ID IDENTIFICATION 7 MERIDIAN SOURCE FOR THIS SURVEY IS BASED UPON STATE GRID / / 7,, INC INCORPORATED NORTH, (SOUTH ZONE). MAGNETIC DECLINATION IS COMPUTED AND O JUSTAI Y QQN r+ I r / INV INVERT NOT OBSERVED. C..) y L^ / INFO INFORMATION r.17,°;8•1_5:00),/ L/PLIGHT POLE/LAMP POST8. NO WETLAND AREAS HAVE BEEN DELINEATED. Lic.No.42897 I .0p / LLC LIMITED LIABILITY CORPORATION r� 2 d !3 I EXISTING / / LS LAND SURVEYOR 9. ALL PHYSICAL EVIDENCE OF UTILITIES SHOWN ON THIS SURVEY IS J / / 4 lJ SATEL/TE DISH / / LTE LONG TERM EVOLUTION FROM SURFACE EVIDENCE. O ' / O MAX MAXIMUM ��r r I / MHz MEGAHERTZ 10. THE TEMPORARY BENCHMARK IS A RXR SPIKE IN THE 20" ��1 r / / / MIN MINIMUM POPLAR, ELEVATION = 402.45. �'i�, ANAL r' / ,? MI MILE ��,.,• / / /9'00"I, N NORTH 'ate A�✓ 12.01' sreltso I NW NORTHWEST / / / HAD NORTH AMERICAN DATUM SHADWELL / NAVD NORTH AMERICAN VERTICAL DATUM / NO NUMBER / / / / EXISTING OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION / T.M.P 79-35 i i WOODS P/P POWER POLE RAW LAN D I / N/F EASTON,RAYMOND H, P.B. PLAT BOOK ESTATE C/O AUGUSTA C EASTON II 1 D.B. 453/PG. 531 1 ' EX/STING PE PROFESSIONAL ENGINEER 1 , 4.5000 ACRES �� . SHED P/PG. PAGE A / ZONED RA \� \ P/L PROPERTY UNE I LAND USE RESIDENTIAL \ T.M.P 79-31 PROJ. PROJECT N/F RANNINGS, DOLORES A R/W RIGHT OF WAY EX/STING 0 ' D.B. 989/ PG. 989 RD ROAD 3492 RICHMOND ROAD I0 0 / SCH SCHEDULE Ii o WELL /� 5.6800 ACRES / 1 ZONED RA SF SQUARE FOOT/FEET CHARLOTTESVILLE,VA I �/ /i/ LAND USE: RESIDENTIAL sr STREET LEGEND 22903 / /•: STD STANDARD 1 HOUSE T TEMPORARYTELEPHONE BENCHMARK EXISTING .ivy ALBEMARLE COUNTY EXISTING / � T-PED PEDESTAL / / / TN TECHNICAL TEAM VISIT CONC CONCRETE I / / / TYP TYPICAL ___- PROPERTY LINE DESIGN: JYY / o VA VIRGINIA _ _ _ DRAWN: KAW VDOT VIRGINIA DEPARTMENT OF TRANSPORTATION LEASE AREA REVIEW: SPP A / W WEST EASEMENT COMM.N: 3036.120/0 /12 ' EX/ST/NG I EXISTING WB YDS WARDS ILL BOOK BUILDING (FOOTPRINT) I / GRAVEL ROAD 1/ / • FENCE ( 1`'/ SLBMTTTAJS ESCFUPT1ON DATE //// 0 DEMOLITION NOTES x XX FENCE A ENSITE°P N 10/25/12 I / --� , TREELINE -Renrw SET 11/02/12 / / 1 REMOVE EXISTING SATELITE DISH l REVISED REVIEW SET 12/OT/12 EDGE OF PAVEMENT a PLIGTION DRAWINGS 04/12/13 o , / EDGE OF GRAVEL A REVISED APPLICATION SWISS 05/21/13 / /� / ..— DITCH/SWALE ��i EOE OVERHEAD ELECTRIC /4 \ OURS ' ® LEASE NOTES �86---- coNTHEAD _` .72 ' ® MONOPOLE SHEET NAME 1 NEW VERIZON WIRELESS 20' WIDE NON-EXCLUSIVE O _- /0/S /� / / INGREES/EGRESS AND UTILITY EASEMENT POWER POLE SITE PLAN ,LA �_ ' / REMOVE TREE 300.p , 2. NEW VERIZON WIRELESS 2,500 SF LEASE AREA. �__ RiCyM GRAPHIC SCALE(S) �_ _ OND RD I# I CONSTRUCTION NOTES / SR 250 `__ 1 NEW MONOPOLE TOWER, SEE ELEVATION VIEW ON SHEET FOR 22"X 34"PLOT - 1" = 40' 0 20' 40' 80' ��_ C-3 FOR 11"X 17"PLOT - 1" = 80' / T.M.P 93A-1 _ GLENMORE ASSOCIATES �- �3 fly LIMITED PARTNERSHIP ___ ,.000-_ D.B. 3154/ PG. 265 2 i SHEET NO. 154.5510 ACRES ZONED RI `� C m. 1 2_,1LAND USE: RESIDENTIAL 1 2 I 3 I 4 I 5 GENERAL NOTES I III CONSTRUCTION NOTES ® LEASE NOTES * : ► \ . TREE INVENTORY 1 TREE INVENTORY PREPARED BY CAUSEWAY CONSULTANT, PC. 1. NEW VERIZON WIRELESS MONOPOLE TOWER 1 NEW VERIZON WIRELESS NON—EXCLUSIVE 20' WIDE Architecture &Engineering 2. EXTREME CARE SHALL BE TAKEN NOT TO DAMAGE EXISTING TREES 2. NEW VERIZON WIRELESS GRAVEL ACCESS ROAD INGRESS/EGRESS AND UTLITY EASEMENT NUMBER SPECIES CALIPER CANOPY HEIGHT AGL HEIGHT 1331 LSTREET,NW THAT ARE TO REMAIN. 2. NEW VERIZON WIRELESS 2,500 SF LEASE AREA (282) PINE 36" 466' AMSL 56' SUITE600 WASHINGTON,DC 20005 3. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OR (286) MAPLE 26" 478' AMSL 72' 702i61•3260 FAX 202-1 I3266 COMPENSATION OF DAMAGED TREES. WWW.CLARITIEXSEN.COM (288) MAPLE 36" 479' AMSL 72' D 4. SITE SHALL BE MAINTAINED IN ACCORDANCE WITH A TREE (290) WILD CHERRY 10" 470' AMSL 65' CONSERVATION PLAN TO BE PREPARED BY A CERITFIED ARBORIST, (292) MAPLE 18" 477' AMSL 77' '°\ '- AS REQUIRED BY SEC 5.1 40(C)(4) \...zt5. ALL UTILITY UNES ARE PROPOSED TO BE RUN UNDERGROUND (294) MAPLE 24" 478' AMSL 79' _ WITHIN THE UTILITY AND ACCESS EASEMENT SHOWN ON THE PLAN (1044) WLD CHERRY 18* 481'AMSL 75' veri cL�n wireless AND INDICATED ABOVE IN NOTE #4. FINAL LOCATION OF UIIUTY (1045) WILD CHERRY 18" 468' AMSL 61' ONES WILL BE DETERMINED BY THE COMPANIES PROVIDING 1831 RADY COURT ELECTRICAL AND TELEPHONE SERVICES. *(1037) PARADISE 10" 451' AMSL 51' RICHMOND, VA 23222 *(1039) CEDAR 10" XXX' AMSL XXX' t.�.�'lr'Ir 1 ► (1040) CEDAR 12" XXX' AMSL XXX' ;. �\,TH OF ►►_ (1041) BLACK GUM 8" XXX' AMSL XXX' 0��� �r2\ (1042) CEDAR 12" XXX' AMSL XXX' —— *(1049) TWIN CEDAR 10" XXX' AMSL XXX' *(1050) TWIN CEDAR 10" XXX' AMSL XXX' U JUSTIIIIY. OON ,Ii)lik *(1052) CEDAR 6" 446' AMSL 45' \ *(1056) CEDAR 8" XXX' AMSL XXX' Lic.No.42897 / �36' PINE(282) \ vQ (1058) RED MAPLE 18" 447' AMSL 48' �/� 1 3 Cy� / \ *(1061) CEDAR 8" XXX' AMSL XXX' 0�� rr C / *(1062) TWIN CEDAR 8" XXX' AMSL XXX' �1- 9J .) V i 36"MAPLE(288) 1�,,: ON�1L ►► 26"MAPLE (266)� / © t� �_ *(1066) TWIN CEDAR 10" XXX' AMSL XXX' ���'- .��►► *(1068) CEDAR 10" XXX' AMSL XXX' ME 111FO. 1045) / — 18^wiL� ( *(1070) CEDAR 10" XXX' AMSL XXX' SHADWELL `�BLACK GUM (1041) 1 / ��cfoAR (1042��e`_ ,� \ *TOTAL MATURE TREES TO BE REMOVED: 34 10' WILD C ERRY(290) ' I �,v` ` \ NOTE: PLEASE SEE PLAN NOTE 111 CEDAR ' i70) , kal NOTE: REFERENCE TREE IS IDENTIFIED ABOVE IN BOLD RAW LA N D .1 p..IW/N - l044J ��- .1p" i•- (10ioi �� •10" .E:'R I(I068) iREWILDCN£RR_ � I REFERENCE IRS�`�� f0" TW/N CEDAR ( '' _. ■ ■ �• �� 6"CEDAR 1052 ' 'i ` I ) LEGEND___16 ■p. ,� cptrir�•� 1 �12"GED ' ('040 ^ � 3492 RICHMOND ROAD � . CHARLOTTESI/ILLE,VA "MAPLE(292) - • IN.1 103�'.> 22903 •1D"CEDAR ( 4— TREES TO BE REMOVED laMplb 11 er tSr-Ziisa i j i�h0.' •10"PARALJISIE(1037) \ !�-'��i _-- I / ALBEMARLE COUNTY DESIGN: JYY CEDAR (1061) DRAWN: KAW �. 1,. '-.y , .1 �� REVIEW: SPP •PLE (294)� . T '01 ■ c '� .m �' TTV DATE: 10/03/12 TWIN CEDAR (1062) — 'rY 6.o ■ . ■ . / ::N COMM.NO. 3036.120 '► ; SUBMTFTAIS FIELD STAKES L- 10V3 / •8-CEDAR ( , (TYP OF 5) / \ NOTE — TREES SHOWN ON PLAN BUT NOT LISTED ON TREE s1r1. oFscwPnoN DATE GR0IL OF SMALL CALIPER 1B.RED .;APLE�� -- 1 INVENTORY ARE 6" OR LESS CALIPER PARADISE AND CEDAR A� ENSYIE PLAN 10/25/12 CEDAR TRE£SNTO 8E REMOVED / O /�'\ 7. 1 TREES. A REVIEW SET 11/02/12 1\ \ / 1 ni REVISED REVIEW SET 12/07/12 e \ Gf�UP TOF REES SMALL SE CALIPER RE/ROVED (ryP) 1 1 A APPLICATION DRAWINGS D4/12/13 — — ` 1 ; —__ [, RensEO APPLICATION MVOs 05/21/13 I1 1 A 50' RADIUS FROM J ,'- -— L— 1 A ckl CENTER OF TOWER �wm i' 1 % SHEET WE TREE INVENTORY 5 NOTE — ALL UTILITY UNES ARE PROPOSED TO BE RUN 1 1 7 UNDERGROUND WITHIN THE UTILITY AND ACCESS EASEMENT 1 1 A SHOWN ON THE PLAN AND INDICATED ABOVE IN NOTE #4. 1 1 FINAL LOCATION OF UTILITY UNES WILL BE DETERMINED BY ; 3 THE COMPANIES PROVIDING ELECTRICAL AND TELEPHONE SERVICES. l__&_} 1 1 I SHEET N0. ENLARGED SITE SURVEY A FOR 11" X 17' PLOT — 1'= 20' I 10' 20' ,..8-.. C— 1 A rialiMMIEI !� �� �� '''� NOTES. Architecture &Engineering Nm ` ��, KEs �C 11331 LSTREET,NW c� ��1 f ;0 �� ��j 01 OF TOWER SUITE600 � : 11.< WASHINGTON,DC 20005 %1111111 - . 0.11- �%WP '����` •� / ao '� N: 3891626.60 ' ' '� I o E. 11D . 38'097D2i61.3260 FPJC 202i61.3266 "*--/` - �.� \ � LATITUDE. 38'00'38.8471" N (NAD83) `�^A'+'•����•coM �� I ►� �'`1 \11 \ �I r �'� LONGITUDE: 78 22'41 1121" W (NAD83) `' / �' lir / �'� � ` .� ELEVATION: 404.0' AMSL (NAVD88) \ -- Vlo• 1 ' \ ��i Mk 2 2000' RADIUS FROM q OF TOWER `..`�� r� � ` A 0 veri�on wireless ,+ � -` � � ^ __47 ` Alt;‘'...--.1)111w,-*/ O �� 3 EXISTING DWEWNG, TYPICALf��ftv,',--pt.,... .z.,_& A ��� �, 1831 RADY COURT RICHMOND, VA 23222 %,. ..._R \ - `--. -- 1. ra. n. \ NIA101111711114C 41210 - dit---- --- -- - N -,........,,,, _ ,�7 �, / �� iik.140 tie o� -_,„N, n i . , ," 7,-/ c) \,,,%, att. 1p 0 JUSTIN Y. OON --‘ ��i � ��alkor _. vok A, i\\ ` . ��`i r4 o�y— .. � ,moo ic.No.428 o etiii 3 to 114700)117--t "------ 125''''7111.11114410.4t --.4.06.:-- 11111414 i ' A "kVA A 4 ,-,,.)5t, .5-,)_0713 4? 0 Az, ,c7„,.00 -- Ast \ 0 , : -, - ----- \s--- ., -4p....- w �R. � �.� ,i, 0 .sie, ,,,< , . ilpit .,•ink\ c ,-•., ZONAL �. 1,1< __„0"7 ' - ' '11 %%** (--A4irr P% --ik SHE INFO. --fr--. 1"-------- --____‘-----;---1.m._---- 11.--!-__,••_i_dr 0 w 01 -7, 14, - - , iit.iwkw__, 4 &hit& \ SHADWELL OWNigiffiNt ,:4410/FsaiWiti-e..1 ' v-_ 4k7\ ' e 4k_ w < r� � �;���r/ � 7414e„- .A0,1,n___,I, RAW LA N D Ore141RD hai•�:„, 1/4 �i V T o f �1 >'4 11111140 all .t �l..IA ,_�y�., y �.�_ �,` ��r/, ,N' "IcilifiliA"4---440170611P1 �, .tom. �f.. ��!' .ii 1��?4 � � �./ ��i .. . Q 3492 RICHMOND ROAD / `{ itikin,# 1 I �� �� «•'?��� //(n/ ` CHARLOTTES/I LLE,VA r 7 % 'i „v,,:1• ;. `4 \ 22903 �/ ��� � �� � , ��� `, C \i ALBEMARLE COUNTY ,!�\ '� �J�� • A \ \.. �� DESIGN: Jr( 7 f ��� ,��i.. •.7- !: ' :‘411104 � O ,4..,4 :84V\ DRAWN. KAW I��� �•� , �f'/ V �� %. /� REVIEW: SPP �, ✓' , �j' �` TT/DATE IOi03/12 `/� \\1 ^f N ,� `� , COMM.NO. 3036.120 �� �� \_' � '` `` 44 1 SUBMITTALS DESCFU�� / ' \\ . 1/i 7a � I j •'� .♦�y�'/ / ^ ENSfIEP110N 10/629/12 ' �� / e• - \ ` / '� , )4P. ^ REVIEW SEf�'.1 �/ . l �� \ •�\ / �� Q REVISED REVIEW SET 12/07/12 Y � :_/ (k4 1 �, / � \, \�-��� ♦r1 �� -Y L� �, REVISED APPLIGTION DWGS DS/21/13 4twi N - laww: ifelkei SHEET NAM \\ b.._ _ y 44* ,,--, 1 /,.....,. 0 �tt ' ��� �, P y A AREA MAP FOR 24'X 36' PLOT - 1' = 300' 0 300' 600' AREA MAP FOR 11' X 17' PLOT - 1' = 600' SHEET NO.: ;. C- lB • E. NOTES CLARK•NEXSEN EXTREME CARE SHALL BE TAKEN NOT TO DAMAGE EXISTING TREES THAT ARE TO REMAIN. 1 PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL ASSUME Architecture &Engineering ® THE RESPONSIBILITY OF LOCATING ANY UNDERGROUND 1331 LSTREEf,NW 0 CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OR UTILITIES (PUBLIC OR PRIVATE)THAT MAY EXIST AND CROSS COMPENSATION OF DAMAGED TREES. OPERATION OF OUTDOOR LIGHTING FOR THE THROUGH THE AREA OF CONSTRUCTION THAT ARE NOT SHOWN SUITE 600 'ctWASHINGTON,DC 20005 i FACILITY SHALL BE PERMITTED ONLY DURING ON THESE PLANS. BEFORE YOU DIG, CALL 'MISS UTILITY'AT 811 THE CONTRACTOR SHALL BE RESPONSIBLE FOR 202-461.3260 FAX202-161.3266 MAINTENANCE PERIODS. REPAIRING,AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED www. AAKNEMEN.coM 1 DURING CONSTRUCTION. 1 \ ''.- 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED BY CONTRACTOR IN ACCORDANCE WITH THE LATEST U EDITION OF VIRGINIA EROSION AND SEDIMENT CONTROL - -- CHECCKEEDKPER PERIODICALLY DTO DISTURBANCE ENSURE THEYCOMMENCEMENT FUNTIONIND Ve wireless f7z wi --- -- -- - -- AS INDICATED -- -- -- -- -- - r - -- -- - -- -- -- -- 1831 RADY COURT 1 3. THE STOCKPILING OF EXCESS MATERIAL ON SITE WILL NOT BE RICHMOND, VA 23222 \_., ALLOWED. �,r ' "'w► 4. ANY VEGETATED AREA DISTURBED BY CONSTRUCTION SHALL ►► O BE THE RESPONSIBILITY OF CONTRACTOR TO SEED AND , �,�I'TH OF Jr ►► ESTABLISH A PERMANENT VEGETATIVE COVER. O� j�� 18"WILD CHERRY (1044) 5. THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS O REFERENCE TREE CCON CONSTRUCTION. TRA TOR. ALL WORK�SHALL BE PERFORM IS THE ED IN ILITY OF THECD JUSTIN Y. OO� ACCORDANCE WITH OSHA REQUIREMENTS. C-.)O 6. THE CONTRACTOR IS RESPONSIBLE FOR SITE LAYOUT AND Lic.No.42897 O I CONSTRUCTION STAKING. LOCATION OF EXISTING STRUCTURES rO /�/1 3 `4 0 AND UTILITIES MUST BE CONFIRMED BY THE CONTRACTOR. "`Si 7 ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH O �� - ■ -__� 1 I ALL LOCAL STATE, AND FEDERAL CODES OR ORDINANCES. ����I 7�T,` #v ,• �������_�_e • • • •I— ■ ■ • • 1,- , ONAL j► \ 7 n 8. THE INDICATED DIRECTION OF NORTH WILL HAVE TO BE ,'444 ���►� o o 0 I VERIFIED IN THE FIELD. C I o , pAy- SITE 1NF0.: Ift) I 1-1CONSTRUCTION NOTES SHADWELL 1O" 4 i 7 D.� 5 ■ ��\ 1 NEW VERIZON WIRELESS MONOPOLE TOWER, SEE ELEVATION VIEW ��f :": : :" ' �i �� ON SHEET C-3 �r I I ,, / \ - Ifek ��'-/ \sue 2. NEW VERIZON WIRELESS GRAVEL ACCESS ROAD RAWLAND 1 1 __ ❑AI 1_ Y4,_-I rL®" IA _ �—�—/ ��N. 3. NEW VERIZDN WIRELESS STEEL PLATFORM I I I 13 I _ ------ N. (TYP) 14 _ n�`. :}I I •-• n 9 4. INSTALL NEW GRAVEL WITHIN LIMITS OF COMPOUND II I i I'' AI �� r- 33492 RICHMOND ROAD I_ I_;=�_I �� 3 ' '-N. - \ �i 5. NEW VERIZON WIRELESS ICE BRIDGE ® �' /� 6. NEW VERIZDN WIRELESS FENCE CHARLOTTESVILLE,VA ❑ t� \ ,' 22903 `� / 7 NEW GENERATOR ON 6' X 12' CONCRETE PAD J / ❑ 3 { I—I n 1-4.T6 ; N. 8. NEW VERIZON WIRF7 FSS UBS 850 MHZ CABINET ALBEMARLE COUNTY '' 1 / DESIGN: JYY I "o' - N. 9. NEW VERIZON WIRELESS UBS 1900 MHZ CABINET DRAWN: KAW ❑ i ❑ ❑ iQIN. \/ 10. NEW VERIZDN WIRELESS LTE ENODE BREVIEW: SPP DI6 O C ) i il ` \� / REV DATE IOiD3/12 I C ❑ ;❑ ❑ ❑ ❑ 4 ��\` j 11 NEW VERIZON WIRELESS LTE EZBFO COMM.NO. 3036.120 L. I❑ —/I I SUBMITTALS \ �\ © I 12. FUTURE VERIZON WIRELESS AWS ENODE B 6YNj555 DESCRIPTION DATE 0 151 ,: ��\ iv 13. FUTURE VERIZON WIRELESS AWS PLW 10/25/12 10' SPRK RADIUS ��\ j 14. NEW CONCRETE PIERS (TYP) AREVIEW SET 11/02/12 REVISED REVIEW SET 12/07/12 15. NEW LPG TANK ON 4'X11' CONCRETE PAD A PLIGTION DWINGS 04/12/13 pI /, REVISED W'PUC*IlON DWGS 05/21/13 ® 1/NEW FENCE(TYP) ® m - - 8"-8"A.G.L. 0 0 ' �� A 8' s"A.G.L. \ 'gip ® LEASE NOTES k oo -- T� - --y / - - $ )0_-" I I 1 NEW VERIZON WIRELESS 20' WIDE NON-EXCLUSSNE 51�DhNME o o —� I I 1 I I I INGRESS/EGRESS AND UTILITY EASEMENT SEE SHEET C-1 FOR 0 o I oca I II II ®o ' ' \ CONTINUATION. ENLARGED SITE o o I I I I I 6'-0'A.G.L. I I O 0 7_ FL-� = $ � I 2. NEW VERIZON WIRELESS 2,500 SF LEASE AREA. PLAN o ❑8 0 9 I ■■■ I -� u■ e s I11 I o 0 o I I I I ��CC I 1 \ x o o L==-J II II x I I x T_ E� r--_7 I I II • x I I , GRAPHIC SCALE(S) T_ 0 1 ■■■ 1 ,_,J ■■■ - i y� o o o 0 I 1 1 1' 8°A.G.L 1 I \ x - - a x x 0' 0"AG.L 0 5' 10' FOR 11" X 17" PLOT- 1"= 10' I SECTION'A'EQUIPMENT ELEVATION VIEW `Na` C FOR 24'X 36' PLOT- 1" = 3' 0 3' 6' _ 21 FOR 11"X 17" PLOT- 1" = 6' 2 4 0 9------__ - ---- " 11 Architecture &Engineering -.....,,,..,..... -.____--------------______-------_____------- ____------i --- 4O9 - - 1331 L STREET,NW 41 -- --- WASHINGTON,DC 20005 -- - _ SUITE 600 — ' , OM -- -4 2.96 I.32fi0 FAX 2�-461• 3266 - I C _ -—407 CONSTRUCTION NOTES \ -- ____- - verini wireless - I4 ---- -- hi ---- - -- _---- -- 1 NEW VERIZON WIRELESS GRAVEL ROAD. I ° ---_ ---- I ___---406 SEE DETAIL 2, SHEET C-4 1831 RADY COURT - - , I = RICHMOND, VA 23222 __ -___--- "n NEW TREE PROTECTION. _ SEE DETAIL , SHEET C-2D. 5_ --_� 1 - / - - E NEW 18" RCP 20 L.F �,,r-�S�TH Op ►► _ SEE DETAIL 4, SHEET C-4 ,SS Y TP TP - �' ISiING f 4°Ai -______1--1_i___ . :" WILD CHERRf REF£ NCE TREE ■ JUSTIN Y. 00� ■_ ■ W., ��4.50'� dl __ _____'-__ -ate -■ ■ .„,0 _ '= __ -_-_- ari7=•o T•. , Q _ " — Lic.No.42897'. .-i��o-- 404.j�► $I�® .. _-- 1:1111 ___ Z � 3- """_ © EROSION CONTROL LEGEND � � � • �� III _ — 5- 2.0713 ni ��� �1� WIN I - / 4�\ NEW EXISTING 7" 4 O 'oar_ 1LatiiAdaNWA P TP TREE PROTECTION •2 - Mel■` --- - is _ ��,1 - I 1 � I �• � � - ��� x-= - /XXX.XX' SPOT GRADE ''.i�� ��'• o ift - A . - ----------a___ , - F_ -XXX- CONTOURS 1 41. ' -1 �� �xxx INFO., ■ ,1 1 -� ---- I• iiiii—ilL -1 UN ---- SHADWELL B.. F'Cna • r ;' / NO AREAS OF CRITICAL SLOPE WITHIN THE PROJECT AREA �1► I I._� RAWLAND :�� i�7` ,fit �— L �il ill= ,,•A�`), - � ---- i o ------- 0 --- — TOS = 404_25' C1 __— 1 I / a III ----------- �-1_-� �__ TOC - ---------`7-- � -,'--- '. _ • / / • "a- roc I �� . I �� 3492 RICHMOND ROAD Tq 403.25' 1 0 I 400 00' ` ��p0' GRADING NOTES CHARLOTTESYILLE,VA \ `• ■► �� _ \ 1 ALL ELEVATIONS ARE FINISHED GRADE 22903 • \ 398 i T.. _ TP _ — - — ----'� ; 2., ENSURE POSITIVE DRAINAGE FROM SITE AT ALL TIMES. ALBEMARLE COUNTY 399.10' - -- \ -= 3.' AND - \ \ PLACE GEOTEXTILE FILTER UNDER COMPOUND DESIGN: JYY -a dl �_ d1 di 399 GRAVEL ACCESS ROAD. USE TYPAR 3401 OR DRAWN: KAW 1 i REVIEW SPP --------------------- d! TTV DATE I0/03/12 ����CC 1� AV CALCULATION comm.NO. 3036.120 - 3 9 7 ---- -- �� 98 SUBMITTALS - 0 3____ _ 1 9� ;� COMPOUND SURFACE: t960.87 SQ. FT. �• oEsa,anoN DATE 397 - 1 ________________________________ `' _____�'' ENSfiE PLAN 10/25/12 I ® 1 ° GRAVEL SURFACE: ±4376.38 SQ. FT SET A REVIEW11/02/12 __ o______________ __ Y s ` `_--_-- a REVISED RENEW SET I2/07/12 � A APPLJGTON DRAWWGS D4/12/I3 E 1 REVISED APPLICATION DWOS / /3 \ ; 11 Qa R- ` 05 1 1 ---- -396 -- - �" ;% 1 1 ; 1 - INV k'- t - k 395-------- '---- _ --_ Hi GRADING PLAN 395---- __------- EXISTING 1 a ` onr394 '` DENSE -- = -_ 1 396.90' INV "% ` TREES .9 ------------ ------------- � "-= 395.50 3 6 ' ; 1 a ��` \ cc.;V yC-21\fi GRADING PLAN MATCH LINE— SEE SHEET C-2B FOR 11" x 17"PLOT- 1" = 10' ,o' CLARK•NEXSEN MATCH LINE- SEE SHEET C-2A MATCH LINE - THIS SHEET \ Architecture &Engineerin; �� 1 1 1 `� 1331 L STREET,NW 1 1 v I %I' \� SUITE 600 11 ; 1% WASHINGTON,DC 20005 1 ;'1 �% _ 202i61.3260 FAX 202i61.3266 I -4 ' WVJvV.CLARlQJD6EN.COM 1 1 i/ I 9 00000000.0000, 1 I I 1 veri own wireless '/ 1' I 1831 RADY COURT �b4J v RICHMOND, VA 23222 / - I ' �/ i, • fff ��� • tiTH OF CONSTRUCTION NOTES U 1 I I I NEW VERIZON WIRELESS GRAVEL ROAD. o f��r''' _--' -F.itcLii / ;; SEE DETAIL 2, SHEET C-4 8 NEW TREE PROTECTION. STY. Q� - _ I 'I SEE DETAIL 1, SHEET C-2D. I Lic.No.42897 -, (11) , ,-6 �3 f% ZONAL :7P—: I moo, �A I 9iE ltfO• EROSION CONTROL LEGEND SHADWELL 400 J' NEW EXISTING 3 4 A% I<4' TP TREE PROTECTION RAWLAND 1 1•`0� ' �� ,'I /XXX.XX• SPOT GRADE 1; •( XXX XXX- CONTOURS 1 • I I• 3492 RICHMOND ROAD 1 I '1q NO AREAS OF CRITICAL SLOPE WITHIN TFIE PROJECT AREA 1 • i CHARLOTTESVILLE,VA 1 �, 22903 x, '' ., ALBEMARLE COUNTY I V DESIGN: ire �' DRAWN: KAW 4 L __- -- " �ti�' GRADING NOTES TTV DATE: IoiO3n2 I f,'" COMM.NO. 3036.120 �, 1 ALL ELEVATIONS ARE FINISHED GRADE. SUBMITTALS ti�" T,' v 2. ENSURE POSITIVE DRAINAGE FROM SEE AT ALL TIMES. ' DESCRIPTION �� m ,, I ��" 1 ENSRE PLAN '10/25/12 /� 3. PLACE GEOTEXTILE FILTER UNDER COMPOUND AND REVIEW SET 11/02/12 GRAVEL ACCESS ROAD. USE TYPAR 3401 OR Y ' Y EQUVALENT. Q REVISED REVIEW SET 12/07/12 ON DRAWINGS E X'' • ,'C, Ii. A' REVISED nAPPLICATION DWGS 05/21/13 • 1 A,, .���" v SHEET NAME �1 A GRADING PLAN � ,-''''t ,- ,-- ,-' , , MATCH LINE - THIS SHEET MATCH LINE - SEE SHEET C-2C , I FOR 24' X 36"PLOT- 1' = 15• 0 15• 30• GRADING PLAN FOR 11" X 17"PLOT- = 30 C—2 g TT-- -- _T _ __ MATCH_LINE- SEE SHEET C-2B Architecture &Engineering -- I - -- -- -- -- \....1 I SUITE 600 \Q I I 1 (`Q 1\ f, ; 7DW2iASWNN61H.32IN1603.GT3(lARQJ1ONEET D602DC 9FN62,10.00NWO2fiM 1 1 ` ��1,, 1\ 2�,, o verivn wireless \ \ 1831 RADY COURT \ \ RICHMOND, VA 23222 \ � �Z,1,' LTH OF \ ' 0 EXISTING CONSTRUCTION NOTES 4�,Q• P., . '\ SHED \\\ \\ 1 NEW VERIZON SEE DETAIL 2, STRELESS REET C 4RAVEL ROAD St S Q. `\`o�L� \ ?j� 12 I NEW TREE PROTECTION. JUSTINY. 00� 9 'L SEE DETAIL 1, SHEET C-2D. � •\•\ n BEGIN NEW ROAD IMPROVEMENT Lic.No.42897 �� \\` 1 \\,tom -- �ci'� /� � w ---; \ IONAL , ►►• \ ME INFO.: - 2 \ 24`; EROSION CONTROL LEGEND SHADWELL �\ �� NEW EXISTING �\ © TP TREE PROTECTION ��� fXXX.XX RAWLAND SPOT GRADE �t \\�•• `\�• �XXX�_,--XXX-' CONTOURS ;' iS. • �\,�' ''° 3492 RICHMOND ROAD ------------- - ,-'\ NO AREAS OF CRITICAL SLOPE WITHIN THE PROJECT AREA _�\ \ CHARLOTfESVILLE,VA ,L�" "4 E5 \ 22903 -" ,' �� ALBEMARLE COUNTY �.. \ DESIGN: fw 4'z(�- �� I DRAWN: KAW I MG REVIEW: Spp MG II I.%I GRADING NOTES TTVDAT: 10V3/12 1 I COMM.NO. 3036.120 f _ I 1 ALL ELEVATIONS ARE FINISHED GRADE. SUBMfTTAlS © I I v II I 2. ENSURE POSITIVE DRAINAGE FROM SITE AT ALL TIMES. 'SYN. DE. pRON DATE I nSI _ENE PLAN 10/25/12 11 i I 3. PLACE GEOTEXTILE FILTER UNDER COMPOUND ANDA REVIEW SET 11/02/12 GRAVEL ACCESS ROAD. USE TYPAR 3401 OR I I EQW M , REVISED REVIEW SET 12/07/12 Y IA APPLICATION DRAWINGS E I I ' II I is, REVISED APPUCATION WIGS 05/2/13 .' II I� A _ I I I A II _ is SHEET NAME \ 9 GRADING PLAN 1 j ;i0-3 ' 1 ' 1 f. 1 I I 1 I II I 1 I 1 a SHEET MO.: GRADING PLAN FOR 11"X "PLOT- 1" = 0C-2C CLARK•NEXSEN TABLE 3.32-E (Revised June 2003) PERMANENT SEEDING SPECIFlCATIONS FOR PIEDMONT AREA Architecture &EngineeriW SEED 1331 LSTREET,NW SUITE 600 LAND USE SPECIES APPLICATION PER ACRE WASHINGTON,DC 20005 6 Minimum Care Lawn Tall Fescue 95-1005 TABLE 3.31-B (Commercial or Perennial Ryegrass 0-5% Z02iWWW. FRKNEX5M 961.32fi W WJ�.Q.ARIaJ[XSEN.COM 0-5% (Revised June 2003) Residential) Kentucky Bluegrass TOTAL. 175-200 lbs TEMPORARY SEEDING SPECIFICATIONS QUICK REFERENCE FOR ALL REGIONS \ --'-' High-Maintenance Tall Fescue TOTAL. 200-250 lbs SEED Lawn APPLICATION DATES SPECIES APPLICATION RATES Tall Fescue 128 lbs 50/50 Mix of Annual Ryegrass (lolium Ve17� wireless General Slope (3:1 or Red Top Grass or Creeping Red 2 lbs Sept. 1-Feb. 15 multi-florum) & Cereal (Winter) Rye 50-100 (lbs/acre) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING W. Fescue 20 lbs (Secale cereale) TRENCH UPSLOPE ALONG THE UNE OF TO THE POSTS. 1831 RADY, COURT3 Sesional Nurse Crop Total: 150 lbs RICHMOND, VA 23222 POSTS. 6' MAX 12 1/2 GAUGE MIN MESH SPACING Tall Fescue 108 lbs Feb. 16-Apr 30 Annual Ryegrass (lolium multi-florum) 60-100 (lbs/acre) _ I I 6" MAX 44,vv ►►► LOW-Maintenance Slope Red Top Grass or Creeping Red 2 lbs ��` t� ►► Fescue 20 lbs May. 1-Aug. 31 German Millet 50 (lbs/acre) i �T11 Q�i ►► (Steeper Than 3:1) ,I! =y i • + ��� r ► Sesional Nurse Crop 20 lbs ;>- Crawnvetch Total: 150 lbs FERIIUZER& LIME _ � % �_ O� • Apply 10-10-10 FERTIUZER at a rate 450 lbs./acre (or 10 Ibs./1,000sq ft STEEL OR WOOD'-/ � �i\F, �f • Apply PULVERIZED AGRICULTURAL LIMESTONE at a rate of 2 tons/acre POST-IMBED 3' a a��i A��1�i,\/n�� � 1- When selecting varieties of turfgrass, use the Virginia Crop Improvement Association No1(or 90 lbs./1,000 sq ft) U TTINY. 00� a (VCIA) recommended turfgrass variety list. Quality seed will bear a label indicating that they 1 -A soil test os necessary to determine the actual amount of lime required to adjust are approved by VCIA.A current turfgrass variety list is avalible at the local County the soil pH of site. 3. ATTACH THE FILTER FABRIC 4. BACKFlLL AND COMPACT Lie.No.42897 Extention office or through VCIA at 804-746-4884 or at TO THE WIRE FENCE AND EXTEND THE EXCAVATED SOIL YO �' htt: sudan.cses.vt.edu h#m 2 - Incorporate the lime and fertilizer into the top 4-6 inches of the soil by disking or 2 o J 3 �CC> p// / !turf/turf/publications/oublications2/html IT INTO THE TRENCH. �/ by other means. 2- Use seasonal ours crop in accordance with seedind dates as ststed below: �� February 16th - April. Annual Rye 3 - When applying Slowly Available Nitrogen, use rates available in Erosion & sediment (�} May 1st - August 15th. Foxtail Millet Control Technical Bulletin #4, 2003 Nutrient Manaaement for Development Sties at z �� �SI �T +� i August 16th - October Annual Rye http:/www.dcr.state.va.us/sw/e&s.htmfipubs `""�• — �i: . O+\�� ►► 4 November - February 15th. Winter Rye 7,"''^'^nir,,,, �� �•i.� A. 3- Substitute Sericea Lespedeza for Crownvetch east of Farmville, VA (May through / ' / r ' �i� " September use hulled seed, all other periods, use unhulled Sericea). If Flatpea is used, �� ��• i iI�l increase to 30 lbs/acre. If weeping lovegrass is used, including in any slope or law �" �h, SHADWELL maintenance mixture during warmer seeding periods, increase to 30-40 lbs/acre. EXTENSION OF FABRIC AND FERTILIZER & UIdE WIRE INTO THE TRENCH. RAWLAND FlLTF_t FABRIC \� GROUND LINE • Apply 10-20-10 fertilizer at a rate of 500 lbs./acre (or 12 lbs./1,000 sq. ft.) I • Apply Pulverized Agricultural Limestone of a rate of 2 tons/acre (or 90 Ibs./1.000 sq. ft.) WIRE NOTE: ' /,,/.\/&,,`/•` . -A soil test is necessary to determine the actual amount of lime required to adjust the soil pH of the site. 3492 RICHMOND ROAD -Incorporate the lime and fertilizer into the top 4-6 inches of the soil by disking or by TEMPORARY SILT FENCE CHARLOTTESVILLE,VA other means. -When applying Slowly Avalible Nitrogen, use rates ovalible in Erosion Sc Sediment Control NO SCALE 22903 Technical Bulletin 14. 2003 Nutrient Management for Development Sites at http://www.dcr.state.va.us/sw/e&s.html#pubs ALBEMARLE COUNTY DESIGN: JYY DRAWN: KAW REVIEW: SPP 'RV DATE 10/03/12 COMM.NO. 3036.120 ': I' SUBMITTALS ..,I 11l 9 SM. DFSOUPTION DATE /�\ ENSr1E PLAN 10/25/12 IIIIIIIPa:.nq A 111 REVIEW SET 11/02/12 Ir(1�� IIIIG Q REVISED REVIEW SET 12/07/12 0 DRIP UNE le��jlll z A APPLGTON DRAWINGS Da/lz/13 E �' m w A REVISED APPLICATION WIGS 05/21/13 / \ co, Z Q =O C2 A \�. \v, i o.- SFr NAME '' 'C.'. 'Y, \"' EROSION AND I, 4v4 SEDIMENT R. III.0 CONTROL 2" X 2" STAKES DETAILS AND DRIVE STAKES FIRMLY INTO GROUND AT LEAST 12" AT 4' C.C. SPECIFICATIONS 0 TREE PROTECTION ElNO SCALE SHEET ND= C-2 D • E - NOTES OVERALL HEIGHT/TOP OF TOWER APPURTENANCES (LIGHTNING ROD) CLARK•NEXSEN ELEVATION = [493.0'±]AMSL 18' MAX 1. NO COMMERCIAL ADVERTISING MATERIAL WILL BE USED IN TOP OF TOWER/TOP OF ANTENNAS I I Architecture &Engineerin; CONJUNCTION WITH THE NEW TOWER. Y ELEVATION = [491.0'i]AMSL 1331 LSTREEf,NW 2. LIGHTNING ROD WILL NOT EXCEED 2' ABOVE THE TOWER AND SUITE 600 El I WILL BE 1" DIAMETER - - _ - (3) NEW VERIZON WIRELESS FLUSH MOUNITED PANEL ANTENNAS WASHINGTON,DC 20005 ELEVATION = [83'-0"±] A.G.L 202461.3260 FAX 202461.3266 T 3. MONOPOLE, ANTENNAS, EXTENSION PARTS AND ALL NEW GROUND o WWN/.QNUQJD6EN.COM EQUIPMENT WILL BE PAINTED TO COUNTY APPROVED COLOR, _ au SHERWIN WIWAMS (116090) JAVA BROWN TOP OF CANOPY S .\ - 4. NO POINT ON THE FACE OF THE ANTENNA SHALL PROJECT MORE ELEVATION = [481'-0 ±] AMSL THAN 12 INCHES FROM THE FACE OF THE EXISTING STRUCTURE (3) NEW VERIZON WIRELESS FLUSH MOUNTED PANEL ANTENNAS TO WHICH IT IS ATTACHED ELEVATION = [78' 6"±] A.G.L. verim wireless 5. TO THE EXTENT POSSIBLE, ALL VERTICAL CABLES, WIRES, AND 1831 RADY COURT SIMILAR ATTACHMENTS SHALL BE RUN VERTICALLY WITHIN THE --L RICHMOND, VA 23222 MONOPOLE'S STRUCTURE. REMAINING CABLES, WIRES, ETC. WILL SEE ENLARGED VIEW, THIS SHEET BE AFFIXED TO THE OUTSIDE OF THE POLE ON THE SIDE FACING U INTERIOR OF THE PROPERTY ..4 f. ' v l Op �.-.' ANTENNA NOTES REFE�� WILD RCHERRYENCE RHEIGHT =EE N481 AMSL o' ]US/6 00� 1 ANTENNAS ARE TYPICAL FLUSH-MOUNT DESIGN USING y MOUNTING COLLAR, BRACKET AND PIPE MOUNTS. .C.:J cl �\ Lic.No.42897 2. AVAILABILITY AND SPECIFIC FINAL MOUNTING DESIGN �MANY �CTURERLY DEPENDING ON a \� d� 5-/1d / 3 W� o / J 3. PROPOSED ANTENNAS -ANTEL BXA-70063/8CF ��r(y �� DIMENSIONS - 94.6"(H) X 11.2"(W) X 4.5"(D) Q ,��y �IONAL ��� 4. PROPOSED ANTENNAS -ANTEL BXD - 63406380CF tea,. A.�►► 0IMENSIONS - 47 4"(H) X 16.8"(W) X 3.5"(D) siEINFo NEW VERIZON WIRELESS 87.0'A.G.L MONOPOLE S H A D W E LL 12" MAX *HEIGHT INCLUDES ABOVE GROUND FOUNDATION AND BOLT HEIGHTS. _H- SEE DETAIL 2, THIS SHEET. ANTENNA FACE OF NEW LTE (4G) L� RAW LA N D (TYP OF 3) ��1 IP I�I MOUNTING COLLAR 7//711 (TYP OF 2) �� MOUNTING PIPE 3492 RICHMOND ROAD I II (TYP OF 3) CHARLOTTESVILLE,VA FACE OF NEW PCS/CELLULAR 22903 DUALBAND ANTENNA Fri (TYP OF 3) ^ I� {,� ,��'�1 IGN: RLE COUNTY V DESIGN: JYY /12 DRAWN: KAW FACE OF NEW MONOPOLE REVIEW. SPP TTV DATE I0103/I2 Th COMM.NO. 3036.120 NEW MONOPOLE SUBMITTALS SYM. DF9�IPTION DAIS ENSGE PLAN 10/2 0 ENLARGED VIEW NOTE: /�� RENEE SET 11/02/12 FENCE NOT SHOWN FOR CLARITY REFERENCE TREE !�1 REVSED RENEW SET 1z/0�/1z NOT TO SCALE - /�APPIJGT ON DRAWS 0S 04/12/13 Q REVISED APPLICATION OWLS 05/21/13 E A al TOWER BOLTS Al (TYP) r4 SHEET NAME zz, _ _ _ g _ BEGINNING OF POLEiii) ELEVATION VIEW `v TM MR IiMiMi � NEW VERIZON WIRELESS EQUIPMENT ELEVATION = [a04' 10"±] AMSL \ / PLATFORM WITH OUTDOOR CABINETS. TOP OF FOUNDATION`o / - - - - - - - - �' . . .. • I .".: ELEVATION = [404-6'±] AMSL• %��i���%>�7��i���i����� WNW30" MAX / / - a�a�a�a�����a�• a�>O>0:4>O:O:��:O 1 _ / / _ FINISHED GRADE OTOWER AMSL 1 §:243:y;r z-&;z r ELEVATION = [404'-0'±] AMSL TOWER FOUNDATION SEE ENLARGED VIEW, THIS SHEET BY OTHERS T 1. ENLARGED VIEW ELEVATION VIEW NOT TO SCALE NOT TO SCALE C-3 • 1 CLARK.NEXSEN VERIFY FINISHED MATERIAL 6' O" VARIES - SEE PLAN S' 0" TYP REQUIREMENTS WITH CONSTRUCTION 0 BETWEEN EACH UNE POST MANAGER PRIOR TO BID 1" MIN.ABOVE //�-�J EXISTING GRADE Architecture &Engineerin 12' 1331 LSTREET,NW EXISTING 1 1/2" PER 6' OF SLOPE 1 1/2°PER 6' OF SLOPE W - - - - - - - —CT I SUITE 600 WASHINGTON,DC 20005 GRADE I - - -I - - - 7• ^� - — 1 202.961.3260 FAX202-461.3266 1:-, .. �'..:: .•p"• .'d•.7°.:•_•�'..-...{:}�� �.�•: �&:'i'Oi o.,UoDi°." .•.:�.'.. WYJJd.QNUQJE)6EN.COM I \i\\i/\\//\\ _. v-5 ,/2".MINIMUM /\\/\ /. , 1 L /// \\\ o //j/ AT CROWN / // \\ —r — 1 EXTERIOR FACILITY \..eeeee°°°°°° \%\•%-/" //'�%%%/7/%\-% %%%Y Y/-� \„//\// + + // L \\ �1PE �1PE \.� \ ..\\..\\..\\,\\.�\ \,�\\.\\\/�\\.,� © O O // \\ © I 0 veriLn wireless COMPACT ROAD BASE GEOTEXTILE FABRIC WHERE MATERIAL REMOVE ORGANIC REQUIRED. VERIFY WITH - L• 0 1831 RADY COURT MATERIAL(3° MINIMUM) CODNSTRUCTION MANAGER PRIOR TO Q — — rb 1 O RICHMOND,VA 23222 BI )CC 5 7 4 9 II 11 II dal 11 4TI II 11 I II IS 11 11 I L 11 ! 1 II{�F ©O 'II-11 .'� - - ► EARTH WORK SUBGRADE COMPACTION & SELECT GRANULAR FILL VIP "` . 1 yT 1- O -T=r '�-sr- u u o I I= f 0 IflI0 :- \,TH Op ►►►. A CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRUBBING THE CONSTRUCTION SITE ANDI 6' A t ROADWAY AREAS.THE CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATIONS CONTAINED 1 -6� N I v f WITHIN THE GEOTECHNICAL REPORT WHEN NECESSARY PREPARED FOR THIS SITE FOR SITE WORK _ �� �� PREPARATION & FOUNDATION WORK. AS A MINIMUM THE TOP 3" OF GRADE SHALL BE REMOVED. I f THE EXPOSED SUBGRADE COMPACTED, GEOTEXTILE FABRIC AS REQUIRED FOR UNSTABLE SOIL g `� g fe •a: J[I/ OT ON '.+ CONDITION. 1 9 B. ALL SELECT GRANULAR FILL SHALL BE COMPACTED TO A 95% COMPACTION AT A MAXIMUM DRY —_-I ' [...— DENSITY AS DETERMINED BY ASTM D-1557 OR WITHIN PLUS OR MINUS 3% OF OPTIMUM MOISTURE Lic.No.42897 CTYPICAL ACCESS ROAD CROSS SECTION ®REFERENCE NOTES: GENERAL NOTES:TENT Ti:1-).°A.4.42. /1o�J 3 `W 1. CORNER, END OR UNE POST. 4° X 4°TREATED LUMBER SPACING FOR 1 INSTALL FENCING PER ASTM F-567 �Y NO SCALE LINE POSTS IS 8'-0° (.TO MAX. 2. INSTALL SWING GATES PER ASTM F-900 � C2. TOP RAIL& BRACE RAIL. 2" X 4"TREATED LUMBER. 3. LOCAL ORDINANCE OF BARBED WIRE PERMIT REQUIREMENT SIONAL .��SHALL BE COMPLIED IF REQUIRED. 41 I. VARIES 3. 1" (NOMINAL) X 6" - 8' DOG EARRED FENCE BOARDS. CEDAR PREFERRED. 4. USE GALVANIZED (OR BETTER) NUTS, BOLTS AND WASHERS TO �4�'' ���� �1 TREATED ACCEPTABLE. MOUNT ALL SIGNS (SECURED THROUGH FENCE BOARDS). SITE INFO.: 9" MIN 4. 1 1/2" MAXIMUM CLEARANCE FROM GRADE. 5. 2" FINISH OR AS DETERMINED BY CONSTRUCTION MANAGER DURING BID SHADWELL WALK. 4;:C.�Ak�e14.0. :14,6,4#.4.4.44a•���.frke N0.57 COARSE AGGREGATE 6. 4" COMPACTED 95% BASE MATERIAL OR AS DETERMINED BY CONSTRUCTION .-r r r -r.r ` :1.16f Aft `virrip:;. `""" (3" MINIMUM) MANAGER DURING BID WALK. REMOVE ORGANIC MATERIAL 7 FINISH GRADE SHALL BE UNIFORM AND LEVEL. RAW LAND FILL WITH SAND T( 8. DUCK BILL OPEN GATE HOLDER. VERIFY LOCATION IN HELD PRIOR TO 4" AGGREGATE BASE MATERIAL TYPE 1, NO. 21A INSTALLATION. TYPICAL BOTH SIDES OF GATE. 6" MIN 9. GEOTEXTILE FABRIC. 4 OZ. NON-WOVEN �F,•�., �i...V . 10. GATE HARDWARE. MANUFACTURER NOT SPECIFIED AT THIS TIME. •"I°��� �" 11 POST. CONCRETE FOUNDATION (2000 PSI). FILTER FABRIC •�'•:!�:.��'� SEE PLAN FOR PIPE INVERTS AND PIPE SIZE 3492 RICHMOND ROAD 12" GRAVEL MAT (#57 STONE) COMPOUND FENCE DETAIL CROSS SECTION OF PIPE CULVERT COMPACT TO STABILIZE PIPES NO SCALE CHARLOTTESVILLE,VA NO SCALE 22903 ALBEMARLE COUNTY NEW WOOD FENCE--...,,--1/— DESIGN: AY DRAWN: KAW X REVIEW: SPP 12" MIN TTV DATE: 10,03/12 A 6" X 20" STUB UP AREA COMM.NO. 3036.120SUBMITTALS MIN 3000 PSI CONCRETE MI. DFSCRPT10N DATE x NEW FENCE POST A ENSILE PLAN 10/25/12 SEE GENERATOR PAD a REVIEW SET 11/02/12 SECTION A-A BELOW '- - A REVISED REVIEW SET 12/07/12 FOR TURNDOWN 1— C. �PLICATION DRAWINGS 04/12/13 .8 Z `\ z N0.57 COARSE AGGREGATE A F o 2-0" #5 AT 18° O.C. WITH 3" /,`REVISED APPLICATION 01000 05/21/13 Y BOTTOM LAYER OF MIRAF1 I I CLEAR COVER AT PAD EDGES A n HP570 GEOSYNTHETIC. I I 1'-2" �� 1/2" CONTINUOUS /� rn 1 . 6°x6"-W2.9xW2.9 c., CHAMFER ,^` n EXTEND 2' BEYOND L . I WELDED WIRE FABRIC :����.�•y••" !; ; TOE OF AGGREGATE �N0.57 COARSE AGGREGATE S NAME k —111— — =1 r' 1 ; .:1 I1— — =11 — 1 I= SLOPE, ALL AROUND =X x x X=x ic- 1II I=I II=I I I 1=111=1I1=111=1I I-' Of CIVIL DETAILS _ I 12,-0° c� �.�.i � •si �i� �i-� iii• •-- �-a 1'- I 1111 i 1 1=III=� o- ��=1 1=1 1-1 1=1 ....._.:::_....:...'c:_:.. .. . — c. —III 111_ 1—I 1 i 1=1 11—I I I: I —I -1 ' III—� III-III= NOTE: -1 1 11 1 1- : I ` 1-1 1 1—I 1 1 1 1-1 I CONTRACTOR TO COORDINATE CONDUIT STUB-UPS THROUGH THE N0.57 COARSE AGGREGATE III I _ w ' STUB UP AREA TO ENSURE NO REINFORCING BARS ARE CUT. J' ' I.- I I z a -III-I '� -III, 6" MINIMUM COMPACTED SUBGRADE g -J I; COMPACT TOP 6" OF CONCRETE TO BE PLACED AROUND THE CONDUITS, AFTER CONDUIT 6" 8" 2 S 1 I I� - •i-'••I=- SUBGRADE /BASE MATERIAL STUB-UPS ARE INSTALLED WITHIN THE STUB UP AREA 10 L`I -':7 'i TO 95% DENSITY PER ASTM D-1557 GENERATOR PAD DETAIL GENERATOR PAD SECTION A-A (1) #4 CONT NO SCALE NO SCALE r No SECTION-COMPOUND AREA NO SCALE C 4