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HomeMy WebLinkAboutARB202000069 Plan - Revision 2020-07-09 gg � h � NEW CONSTRUCTION '�/ "kom ( _ FOR z HW SLEEP NUMBER RETAIL STORE ROUTE 29 PROPOSED STORE 1 1 N 2 2 ALBEMARLE COUNTY, VIRGINIAA ,AtumA)- _ta0-z. / / 2-0/ 3/z3 ARCHITECTURAL REVIEW BOARD o z g � QQ � CERTIFICATE OF APPROPRIATENESS a APPLICATION PACKAGE PRELIMINARY Q ry O v t v Q 08 JUNE 2020 - ARB.O 1 -7 / ` / �u '2 / J j ZU• Cl (1 Y 3115 01 bL '121 550ai J V 9NIrI001 N)Idl - 9N1151Xa HJd105 VNICNSH bE J. 10402161 1413)I Vi 3115 - 9NI151X3 O.too -a Coil � g -a A Fl O z. U I.; — 41 _" $ A J" -, z 4 X Will . . C 9 (3NYJ.N3 G350d0'b100 £IX3 ›INVG 1*9G k40$ N3,IV/1 - 9N115IX3 HJ. ON 9NICY3H 210QIa{al00 3VNViraLL.N3 bL' J.*IN k40 d N37IV .L - 9NI15IX3 • r t. . .ai. 7t "� t:,ice - • Y V. _ _ ���, ! L + • I .6 •I7 Y _ r .T -- , k t: 6 t 9' S } f •. ".a :ry [ 'yy .•.it -, - •..,.1►-, 'ti u .a ' � • (.', � 11, ._ mot' r r • .j `r .e t Ff S d :•;;=i Allifr'. 4 ' ----, ='4'''''."4--5°'' ''',t."4-.10)';•,,4::', ;;I"V• ..- ..:. 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DATE REVISION HENNINGSEN KESTNER • ARCHITECTS 1108 EAST HIGH STREET, HARI.Crl"I ESVILLE,VA 22902 JOB NUMBER a FILE NO. a 2 a-a¢eon CPHONE(434)971-72021 FAX(434)295-2413 I HENNINGSENKESThER.COM a EQ8 N z E a. NOTES: y VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE M ENTRANCE CORRIDOR SHALL BE ELIMINATED. F F'Et< GUIDELINES,VISIBLE LIGHT TRANSMITTANCE D0E5 ()NOT DROP BELOW 40%. VISILLE LIGHT REFLECTANCE W DOES NOT EXCEED 30% li ‘ Z CLEAR GLASS (C.G.) PI ~ a VISIBLE LIGHT TRANSMITTANCE - 15% = co) =VISIBLE LIGHT REFLECTANCE - 15% " U 1-;- r � u Zt ., N 1-11:op F ^ ma i2 z x o t DARK BRONZE �� ,nil)r_ U" FLASHING GAP I.J�- 1 - WO M R W ODTONE LAP SIDING pi MEHEAT COLOR ( METAL PANEL SYSTEM 1 PANTONE 754-TG _; j C� r t DARK BRONZE R STOREFRONT SYS 1 EM . I g i < • - - MASTER WALL . TAN STUCCO - A A • 1 1 I I o 0 ro ri w� y� I z °z O w Illz 0s Q 4 Q O 0 FRONT0 (ROUTE 2c1) ELEVATION ° v D_ z D_ XS O v fi I iii 4 ARB.06 eq z > NOTES- (n VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE h p2 ENTRANCE CORRIDOR SHALL BE ELIMINATED- PER GUIDELINES, VISIBLE LIGHT TRANSMITTANCE DOES hd U E NOT DROP BELOW 40% VISILBE LIGHT REFLECTANCE DOES NOT EXCEED 30%. Z WI- P CLEAR GLASS ` U� VISIBLELIGHT TRANSMITTANCE - 75% (n S F 5 VISIBLE LIGHT REFLECTANCE - I5% r1 zi U - < xg Z P E, VS1m PA w ~ DARK BRONZE FLASH I NG CAP 1> I II tl .i t WOODTONE LAP 51DING SUMMER WHEAT COLOR - : - METAL PANEL SYSTEM y - . ul ul PANTONE 754-TG aQ 0 z II I 5 j DARK BRONZE C STOREFRONT SYSTEM a a MASTER WALL °x • x • TAN STUCCO i r . 1 1 i r rt Q v rl I 6 Li z(k °x 0Qd Q o d I ) REAR (PARKING LOT) ELEVAT I ON o \ I/8"=L—O ' V Q O u_ ry O % F _ ARB•07 "7 / u / ,12) a gS ix, dd z gg > nNOTES:VI515ILI TY OF ALL MECHANICAL EQUIPMENT FROM THE h rrr��� ENTRANCE CORRIDOR SHALL SE ELIMINATED. oa I PER GUIDELINES, VISIBLE LIGHT TRANSMITTANCE DOES (� NOT DROP BELOW 40%. VISIBLE LIGHT REFLECTANCE — DOES NOT EXCEED 30%. 1 Z W I CLEAR GLASS L y = ^Y VISIBLE LIGHT 'f TRANSMITTANCE - 5% VISIBLE LIGHT REFLECTANCE - 15% V ,,, p • _ — - 0:, 0 z g F 33'-IO" I b'-6" z m i / / WI x 20 of DARK BRONZE FLASHING GAP -• /-\ _ 1 I'-6°\ - YVOODTONE LAP SIDING _ SUMMER "HEAT COLOR \ , 3[I{aQ. + $ :r- u rn b e.r - METAL PANEL SYSTEM O PANTONE -1547G m / O DARK BRONZE STOREFRONT SYSTEM o z N \ 1 1 \ 6 • MASTER "ALL - - . . . TAN STUCCO - A A i-A . d d \ , N- I 1 7 \ \ 065 El ' ---...., J 6 '. -k C s '../, , 111 W .-.,,ki IY z z 0 Q Q Qw 0- v R I&HT (MAIN ENTRANCE) ELEVATION ° rY 0_ z I/8"=I'-O" CI Q O (14 li IL iL W O v 0 N ii-i V IL ! a- rt v Q o ARB.08 .--714 / > a gCY y,..„, z ii g NOTES: (" a /� � VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE 1-1 �/i ■■■y■���� h i V ENTRANCE CORRIDOR SHALL BE ELIMINATED_ /// 1 1 I ._ CA C NOT DROP BELOW PER GUIDELINES, VISIBLE 40%- VIS4LBE LIGHTHT MREFLECTANCES 774' V 0 -- 1�/1�/WW'' � z w DOES NOT EXCEED 30%. H N CLEAR GLASS(C S.) W U N VISIBLE LIGHT TRANSMITTANCE - -75% f y = F a VISIBLE LIGHT REFLECTANCE - 18% L` V Ti n5-1j. p -i r z < xo z Z � M• / i W CO x Q'-4" �3'-5" rI'- 0 6" 26'-4" , 1 Q DARK BRONZE f FLASHING GAP 1ff ,, I i WOODTONE LAP SIDING ,e•� •Nigm T . . SUMMER '*4EAT GOLOR mi. w 01 I - DARK BRONZE I ISTOREFRCNTSYSTEt4 ci.. <I METAL PANEL SYSTEM - -� - PANTONE 7547G A — • MASTER WALL ' — TAN STUCCO q • - • °z x I 0 m a Q 4 P 1Y z x w LI lii Q in O 4 LEFT ELEVATION D- I ! 0 0- z 1/S =I'-O° I ty ( p s 0_ Ci fg ARB.09 INODZI3N.ISaINHSDNINN HIEIVC-56Z(4E4)XVAIZOZL-lL6(4£4)BNOHEI oieraiv-bcbi •ONXMI ro'r.1.,i IN00f O ZO6ZZ VA`3TIIASa.Ll(YIKVLIo'lamLL6 HDIH,LSV3 8011 S1D311HDtId • : . v--4 ' • 2I S N I S S?I NaSONINNEIH NAI61Aa ��d aLva 'ON NObd Noilbi i-ddV ...,,. )1[1[ . - SSaNa Pv'12:1d0?ddV dO '1130 a21015 QS0d01d bZ '311 ,‹ r‘ mama DNIMVIIQ aLva 'ON Qo H 00 ,_ wa_ d< wN �r Z0 IW ZZ Wl`n 0 z 0 4r- i k) mz 0v I �z CIp 11.1 Li< 0 QO �zZ QZ nu_ 2a An xa xi_ r _r-1 — 0 rLI T - z 0 ';t -U `� aQ N 1 m • . . . a. • • • • LU _ • • #, I— ;r U_ if IU I 1 _ 1 1., 0 WyIw 8u w� d r� $& I0 Ill 01 w ww <2 Ai E k� i4 J'' P >E� �5 al_ 5ii-us SY °K° ''55 ol 1_1 •EL Ezz 0 Ug g 1 1 -1 1 N Ub1 r, 1 ,3 z i tit ,s r . -, r,' I WI Irn A z rn a n N q s1 z ( - ii V f 1 n oZ 3 D N r 6 g o --1--i\,...____.. D z NO. DATE DRAWING RELEASE >0. RTE. 201 PROPOSED STORE `'- GERT. OF APPROPRIATENESS . . . 1FIK APPLI GAT ION PACKAGE HBNNINGSEN KESTNER NO. DATE REVISION •.) _ ARCHITECTS 1.i . . ' 1108 EAST HIGH STRIA,CHARLOTTESVILLE,VA 22902 JOB NUMBER 1ws4 FILE NO. 10174-,a14e1I PHONE(434)971-7202I FAX(434)295.2413I HENNINUNKESTNER,OOM c• \ Ai , . I , ' i l Jw Ilk a iti T a r ,1 i .. re.a,: „ :I: If t c -,, *" . ,i , 1: b J . :. ". ,. ANN %, MY-34FA S r y•.9r, w Lfl ,, • "- "1111 W sir, t Wi N 11111 VAL . ,... . s,y , S_, .,_ .S Iiii .II - • . ..rF+ 4 ,.. „, , ..... . --"t '..{.'....p ,,, UM . . .. „.,:.- iir.' i'\,, 7...., Amin', . L,. , „ , ,, .A. w .17. 1 i - tL"' r Val la a ii t 11 r / / , I; 11 :-y ` • / /J Jr` / / sw..�k. , t.;. ' 7: t / ,/ % ,k r r 1 , J 1 .. • ‘ r r . si\i'....' Q-i i J J� I. J r '14. • / J 1 . . t NO. DATE DRAWING RELEASE RTE. 2q PROPOSED STORE GERT. OF APPROPRIATENESS . APPL GAT oN PACKAGE NO. DATE REVISION H E N N I N G S E N K E S'r N E R • •....+ ARCHITECTS N 1108 EAST HIGH STREET,CHARLOTTESVILLE,VA 22902 JOB NUMBER a�a FILE NO. q�4-f,¢� PHONE(434)971-72021 FAX(434)295-2413 I HENNINOSENIO;STNER.COM y 2 M i 2 ■ MI tiol ' t ii IX :a.."i ;11 illf ! ,/ r A 2.111 ' \ _11 -.111 401101 1 Ili - 1. 1S1111 11 -.et' 3 •. 1- 1 ,. , . . • 11, . , . (I r >!rt r ,4 I lit NO. DATE DRAWING RELEASE j RTE. 2cf PROPOSED STORE ilik CERT, OF APPROPRIATENESS • - • APPLICATION PACKAGE NO. DATE REVISION HENNINGSEN KESTNER I ' . . ARCHITECTS W 1108 EAST HIGH STREET,CHARLOTTESVILLE,VA 22902 JOE NUMBER 1.24 FILE NO. 1.124-ARESI9 PHONE(434)971.72(12 I FAX(434)295-2413 — i , a c . ' • y r�' ry A " .., c� • ® _ iy Z r 3 , .. . , r. . • • • „ ..s . : ... .... . . .. . . • ,... . , .. . . . . .... . . _. „ , , C'',-* i,•; .. * •". : r - r _r ' ., ' - ., , .,'"I! liki Pall, . e - • , . - . . Aur1 e _ . ■ i D . v i► I• y� 1 1 I 1 NO. DATE DRAWING RELEASE RTE. 2G PROPOSED STORE I GERT. OF APPROPRIATENESS APPL.IGATION PACKAGE NO. DATE REVISION HENNINGSEN KESTNER ,...+ I I ARCHITECTS . 1108 EAST HIGH STREET,CHARLOTTESVILLE,VA 22902 JOB NUMBER ia24 PILE NO. i a24-ARE3 1 4 PHONE(434)971-7202 FAX(434)295.2413 I HENNINGSEMS'[NERCOM t 9111 ii i , i \ 4\, : ilk; iro i 1 5 ',., ,. _ \l, \ , , 4- 11, l'. - I ii:' ., ' I,7 ' (1 i \ 1 , l i . 1 'St. e \ . -34 ‘ ki \ 4:. Ai- '- 1 0. ' , 1 2 - \ . h .,,.,, . , ., .._ „:, , ► ` rn '1:1 il .�.u1� a1 'i 11\ m, i� .J !Ili& ! C 0 ,f f Y N • w r �! / ` a.$ , 1 / 1 ., . , . - ,, 1 J I � !!I R 1 1 % , Lill • v • I r 1 A AO t , d" 4 4 "F { SI • il 4. Y 1 f:1 S NO. DATE DRAWING RELEASE NJ >0 RTE. 2cf PROPOSED STORE 1HK `.,, GERT. OF APPROPRIATENESS APPLICATION PACKAGE NO. DATE REVISION HENNINGSEN KESTNER ii—i ARCHITECTS JOB NUMBER aza FILE NO. a�a-a Rain 1108 EAST HIGH STREET,CHARLOTTESVILLE,VA 22902 PHONE(434)971-7202 I FAX(434)295-2413 HENNINGSENKESTNER.COM •A M ' S r. ,, : . . r 0 .; t Z ` l'•i-. ...' - '-4f ,i . 11111.140 t S ', ' . :. ;r .1 u i I , i. . 1 ' bor r,1 Ifrol . _ _ - .... (1111\41\ I, 111 I �� _,IaI c I, = . - ,' 3 A.m Ij I. o I ; III it Cp monic _ \\\\,„. 1 \ �I I \, I if \ It - r- 1 rota , 1 Ill ,` `,., 11I iriltt!JUN.1111sRtl ilINIIIiir P , t• I, r I NO. DATE DRAWING RELEASE > RTE. 20t PROPOSED STORE CERT. OF APPROPRIATENESS • • ' k� APPLICATION PACKAGE NO. DATE REVISION HENNINGSEN RESTNBR • I-r ARCHITECTS JOBCh NUMBER psa FILE NO. ��a-P.ieeie 1108 EAST HIGH STREET,CHARLOTTESVILLE,VA 22902 . PHONE(434)971•7102 FAX(434)295 2413 I HBT NINGSENREST\ERCOM i g 71 i ,,, I T a V I", ' - .T e w, # "` - w a , * y4`� 1 '. • §. 1,„ -9 a •- {. 1 6' 3 a o Y L. t R o 1,-. iii NO. DATE DRAWING RELEASE S• -,...- RTE. 2c1 PROPOSED STORE CERT, OF APPROPRIATENESS 'UK APPLICATION PACKAGE NO. DATE REVISION HENNINGSEN KESTNER • ARCHITECTS JOBNUMHER a24 FILE NO. gs4—a R�iY 1108 EAST HIGH STREET,CHARLCITTESVIL ,.A. VA 22902 PHONE(434)971-72021 FAX(434)295-2413 I HENINAKISI9NKESTNER.COM 1 1 \ el § , 1 i Lk 2 I I 4,,. . , 4 1 '' 1' /1 /, o t p 4 4F C _. + F I 4 „4„ .,,,,le: ,. II Ail ' vk r Mz 1 Ai " CD I yr 1r MI J all ) - Aim ig c , , ASP ii 0- t, i IIIIII f, JIM r 1 Cid 1111111111111111i. I IMI NM I i • • / NO. DATE DRAWING RELEASE ,, ›° RTE. 20( PROPOSED STORE ,• .. GERT. OF APPROPRIATENESS APPLICATION PACKAGE No. DATE REVISION HENNINGSEN KESTNER • 1,--► I • ARCHITECTS JOB NUMBERq24 FII B NO, q24-a.i¢aie 1108 EAST HIGH STREET,CHARLOTTESVILLE,VA 22902 PHONE(434)971-7202 I FAX(434)295-2413 1 HENNENGSENICESTNELCOM GENERAL NOTES �"'�X� \ j !: 1 OWNER: 06IDD-00-DO-IJ4A0 �i / , `\ \,T1' I;. ALBEMARLE BANK& TRUST c/o BB&T PROPERTY TAX COMPLIANCE ( F PO BOX 167 -f�� --4 5,. WINSTOI-SALEM,NC 27102 SLEEP NUMBER C H A R L O TT E S V I L L E ;_,,, , i ; , ( -� LD R .".INS== APPLICANT SOUTHEASTERN RETAIL DEVELOPMENT,LLC ,c� i j LI, No U+S , 2050 CIRCLE HWY 30A NEST BLDG.AM-1 UNIT 231 5 ' I \ '� SANTA ROSA BEACH.FL J2459 I I I \�/\^4 \ / O6/OB/20 >1. Rt'y/oN.tl F.tA''' . �` GAR RENGINEERING E 7E K. FINAL ARB SITE PLAN \ '�`' ,=,�� . TELEPHONE(434)293-3719 / V FAX(434)293-2813 $TIE CONTACT- WI SCOTT COLUNS P.E. I() `' / f- T mot tOcollins—engMeering.com TAX NAP NO. 06100-00-00-134A0 (DD.646/PG.5508) R I O MAGISTERIAL DISTRICT / J ®' ' �:% .-�a777TTT--- I AREA 0.93 AC f_ ,.�/ �.c 1�� ';� ZONING PLANNED DEVELOPMENT SHOPPING CENTER(Po-SC)MTIH OLERLAY DISTRICTS ALBEMARLE COUNTY VIRGINIA / '/ \'--`--` (ENTRANCE CORRIDOR(EC).AIRPORT IMPACT AREA(A/A).AND MANAGED SLOPES) ' t/,/ •! DIA(ZMA2019-00014)APPROVED BY(NE BOS ON APRIL /5,2020 / i SETBACKS FRONT BUILDING SETBACK: 10"MINIMUM&30"NAXINUM SETBACK FROM ROUTE 29 J 1 o SIDE BUIDING SE7BALX: NONE i REAR BUILDING SETBACK NONE \�/./� ' &I i2 C fi --�-�( � / Z o 2 i, PARKING SETBACK 10'PARKING SETBACK FROM ROUTE 29 BUILDING HEIGHTS MAXIMUM BUILDING HEIGHHT 65' TtA / J O r J/_ / yI G PROPOSED USE PROPOSED 3,000 SF COMMERCIAL RETAIL/FURNITURE BUILDING IN PHASE I. t�C c'. _19," ` T. V J! \ w TCPO&SURVEY SURI£Y AND BOUNDARY INFORMATION PRO(4DED BY ROUDABUSH, GALE& .,, Y• °C ASSOCIATES INC. 'j` N w f 950+/- 0 F DA ITUM NAD 83 DATUM q<ANCI,s\DS 9_v� _ _ _ _ _ VICINITY MAP wF. ADJACENT PROPERTY MINERS- SEE EXISTING CONDITIONS SHEET 2 Cr- - -. .. _ ._ - I T'`-_: --_. 'T--- __9___ \- `� SCALE 1 = 00 1,0 II I EXISTING VEGETATION THE SUE IS FORESTED. _ _ _;._ —:r __ ; -- -.. Y I • of CRITICAL SLOPES IN ACCORDANCE NWT/THE ALBEMARLE COUNTY CRITICAL SLOPES COUNTY MAPPING. -- - � — - - _ - . C I 'MANAGED'CRITICAL SLOPES EXIST ON THE PARCEL THE MANAGED SLOPES ARE SHOWN ON THE EXISTING CONDITIONS SHEETS AND GRADING AND DRAINAGE PLAN I V, C SHEET I I WATERSHED THIS DEVELOPMENT LIES WITHIN THE MOOYRES CREEK WATERSHED. THE SITE IS NOT '• iV `; LOCATED WITHIN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED,IT IS LOCATED - --- t I DOWNSLOPE FROM THE SOUTH!FORK RIVANNA WATER SUPPLY WATERSHED. - PROPOSED�LDI I I ' Sheet Ust Table-SITE PLAN g ENVELOP-PHASE I I FLD°OPLAIv/)IPO BUFFERS THERE ARE NO 100-YEAR FLOODPLA/NS OR NPO BUFFERS LOCATED ON THIS 0.10 ACRES I,. , / Sheet Number Sheet Title SITE PER FEMAIFMAP L PANEL TH DATED S HY 4,ZOOS&COUNTY P 1 COVE0. GYS RESPECTFULLY.ALSO NOTE THE PARCEL IS OUTSIDE THE LIMITS OF INC FEDERAL&STATE DAM BREAK INUNDATION ZONES PER COUNTY OS DATA. ( 2 EXISTING CONDITIONS&DEMOLITION PLAN l / P____- ,.I 3 SITE RAN SITE ACCESS- THE 97E ACCESS FOR THE PARCEL IS PROVIDED HA ROUTE 29 SEMINOLE TRAIL - -I,_- I / 4 UTILITY PLAN 11.7 I� z M RETAINING WALLS RETAINING WALLS ARE PROPOSED WITH THIS SITE PLAN,SEE GRADING&DRAINAGE _ / 5 GRADING&DRAINAGE PLAN SHEET 5. RETAINING WALLS SHALL NOT EXCEED 6 FEET IN HEIGHT - - 1 6 - -- -------- ------- M .y-- 1 :�[ NOTES&DETAILS Q� LIGHTING. THE PROPOSED LIOH77NG PLAN HAS BEEN INCLUDED,SEE SHEET 8. EACH / 7 LANDSCAPING MAN ♦a_ N OUTDOOR LUMINAIRE EQUIPPED KITH A LAMP THAT EMITS 3,000 OR MORE INITIAL / 8 LIGHTING PLAN M LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING PROPERTIES AND AWAY FROM / B TOTAL NUMBER OF SHEETS - ADJACENT ROADS THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLICce ROADS AND ADJACENT PROPERTIES SHALL NOT EXCEED ONE-HALF FOOTCANDLE I ..::c LANDSCAPING: A LANDSCAPING PLAN HAS BEEN INCLUDED IN ACCORDANCE WITH ALBEMARLE / ,LLr O COUNTY ORDINANCE SECTION 32.79,SEE SHEET 7 STREET TREES HAVE BEEN PROVIDED NTH THE LANDSCAPING DESIGN ALONG THE FRONTAGE OF THE / (71 PROPERTY EVERY 40"O.C. • LEGEND1-4 TRASH COLLECTION: AN ENCLOSED DUMPSTER SCREENED KKTH LANDSCAPING IS PROVIDED ON THE / < L.LL PLANS DEMPSTER ENCLOSURE MATERIAL SHALL BE A WOODEN TRASH - ENCLOSURE LOCATED BEHIND THE BUILDING. SEE SHEET 6 FOR DETAILS / ROADS w _ UTILITIES: PUBLIC WATER AND SANITARY SERER UTILITIES MALL BE EXTENDED TO THE / EXISTING CULVERT W _I PROPERTY FOR CONNECTIONS TO THE PUBLIC(MUTES. I /l I -I CULVERT Zzi _I _ HI STORMWATER MANAGEMENT FACILITY- STORMWATER MANAGEMENT KILL BE ACHIEVED FOR THE SITE ROTH Q DROP INLET&STRUCTURE NO. ; \ AN UNDERGROUND DETENTION FACILITY FOR THE WATER OUANTITY CONTROL AND ——— — — — — — — + CURB I1 (f) PURCHASE OF NUTRIENT CREDITS FOR THE WATER QUALITY F, I I CURB&GUTTER F" w ce ., ESTIMATED EMPLOYEES IT IS ANTICIPATED THAT APPROXIMATELY 2 EMPLOYES MILL BE NEEDED AT THE PROPOSED PAVEMENT tp E--I L SHIFT LARGEST S T \ PARKING LOT ` EC-3A DITCH 0 Lu /IRA VEL WAYS CURB&GUTTER \ 7 > \ ra DEPTH OF EC-3A DITCH Z I-W o UTILITIES ES(WATER ANDSEWER): COUNTY PUBLIC WATER AND SANITARY SEWER \ \ EC-2 DITCH DEPTH OX _L AGRICULTURAL/FORESTAL DISTRICT NONE \ GI DEPTH OF EC-2 DING/ W Q _ 2 IMPERVIOUS AREAS BUILDING-PHASE I_.):000 SF, EARTH DITCH PAVEMENT-5100 \ \ _--J LK-BOO 5F - DRIVEWAY CULVERT -A� - _9DEIVA (" �.�L/ \ BENCH MARK cc = OPEN SPACE. NONE CLEARING LIMITS Z wM UNDEVELOPED AREA: 20,800 SF-FUTURE PHASE II DEVELOPMENT AREA \ . ' \ 4- VDOT STANDARD STOP SIGN (n W 4 PARKING R£QV/RED. EXISTING LCNTOUR Ammo (•I..) F. 1 SPACE/400sF FOR RETAIL SALES AREA=1 SP/400st I A000sF=8 SPACES PROPOSED CONTOUR - 1 LOADING SPACE/8,000 SF= I LOAD SPACE'REQUIRED \ PROPOSED SPOT ELEVATION J H IZ4z IBC DENOTES TOP/BACK OF CURB (/] �°"�° SHEET LAYOUT "� OFFS TOP OF BOX J w w /O PARKING SPACES(THIS INCLUDES 1 HANDICAP SPACE)&(I)LOADING SPACE 1 ^( r L fI TRAFFICIPE GENERATION DON I/ TRIP NOTES: S CA L E P 1 I I 3 0 T O W "' TRIP GENERATION E CA CALCULATIONS RE TRIP GENERATION AWRMIL 107H Ep710N NTES:CONTRACTOR SHALL VERIFY LOCATION MID ELEVATION OF ALL UNDERGROUND PROPOSED 1000 SF RETAIL STORE(FURNITURE STORE)(GOOF ISO) UTILITIES SHORT!ON PLAITS N AREAS OF CONSTRUCTION PRIOR TO STARTING ADT 19 VPO(10 ENTERS EXIT, WORT(-CONTACT ENGINEER IM11EDl,TD-Y F LOCATION«L L1F9DKDN I DIFFERENT APPROVALS DATE ¢ - AM PEAK: 1 VEHICLES PER HOUR FROM THAT SHOWN ON THE PLANS.IF Wiwi APPEARS TO BE A CONFLICT,AID �r�I PM PEAKAK: 2 VEHICLES PER HOUR UPON DISCOVERY OF MN UTILITY NOT 910MN ON 11E PLANS. V ENTRANCE CONDOR MOTES AND REQUIREMENTS THE CONTRACTOR MUST LOCATE ALL SURFACE MD SUB-SURFACE UTIUTES PRIOR DEPARTMENT OF COMMUNITY DEVELOPMENT O 1 VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE TO ANY BOAR ONSITE. PLANNER/ZONING O ,, ELIMINATED. ANY SIDEWALK AND/CR CURB DAMAGE IDENTIFIED N THE SITE VICINITY DLL TO ENGINEER N 2 ALL SIGNS FOR THE SITE SHALL BE REVIEWED AND APPROVED BY ARB UNDER A SEPARATE PROJECT CONSIRUCTON ACTIVITIES AS DETERMINED BY 111E VDOT INSPECTOR u Bl1LDNG�NOAPPPISJCATION. SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. SIDEWALK MU.BE INSPECTIONS /08 NON REPLACED AT THE DIRECTION OF THE VDOT 9 SPECTOR- ANY COSTING SIDEWALK 1 PROPOSED BUILDING HEIGHT(PHASE I)MINIMUM HT.=20" TAUT IS CURRENTLY DAMAGED AND N NEED OF REPAIR OR NOT N COMP'MICE ARB 192036 - 2 PHASE I BETILDN �D G FOUATION'ODE CONSTRUCTED TO SUPPORT MU,7,-,I STORIES WITH CURRENT STANDARDS SHOULD BE REPLACED AS PART OF THIS PROJECT AS ARB SITE BURIAL STIES: NO CEMETERIES WERE FOUND DURING FIELD SHOULD NB�PGRADE TO N Am�EE-T O J4T STANDARD NG cc-T2s ALONG IIF NEEDED. OFE PERIMETER THE DEPARTMENT OF FIRE RESCUE11 SCALE INVESTIGATION Of THE SITE. ALL SIGNING AND PAVDAENT MAIMNGS SHALL BE CLNSGTTT WITH THE MITCO. ALBEMARLE COUNTY SERVICE AUTHORITY AS SHOWN IMPERVIOUS AREAS: 8,900 SF(0.20 AC)TOTAL ALL WATER LANES,SEWER/AEI;MO FIRE L/IEs FROM TIE MAT/TO THE V IRGINIA DEPARMENT OF TRANSPORTATION SHEET NO. STRUCTURE NI/ST HAVE A VISUAL NSPECIDM PERFORMED BY RE BUILDING PAVED PARKING AND CIRCULATION AREA: 5,100 SF DEPARTMENT HEAL TH DEPARTMENT 1 '7/4" of7 , 1 ---- - :H 01, �� "r SEMINOLE TRAIL — ROUTE 29 ,; NO D:157911 VAR '�'+L:. PU3LIC R GHT-OF-WATT OgpapD ��/�`. - WA :'I A- BOO\ I PAGE 2-'7) _, ,� p- 'W PORTION-WEEDING WALK TO BE ;;� RIBAOVED - 95C +/- TC> - — — ; -- ---- - - - - s`- — - --- `_`1 I L3 to\CI AN'S 3 VC —s: =5- _s v- s _ � ; �J_-- s 7-_ - - '-- 545' g 5 7. - _S. 1 -- ...___�- J_-N.J- 1�_ yr- sr- yl- yr-.=ST_- Mil ,/ -- .; I _ _ -rf -I — —N 35'00.00" E 125.56'- III ' ri�� . �Ne - - - - - --- 1 ---- V C -- - EXISTING SIDEWALK TO L Z 1. ' 9 = - - - \. 1 A• ;/r EX.VDOT R/W BE REMOVED l EXISTING WATERLINE i ��" Try__4 5 ti TMP 61-129I wa .re PRO r FR-IFS I py LB er B t P1c i > EXISTING Fp1E HYDRANT ,J-, I MR 4 55 C t?`' W ' E. ' 1 (D_SC-8-1ON IN / C I DEED Cr TR,ST) _ EXISTING CURB AND - GUTTER TO BE REMOVED , , / EXISTING BLOCK WALL EX.P/L , I EP-7 r 7 TO BE REMOVED \ I I IMP 61-134 I w /" N/- CAVA_IER OCUN R" N .,/' - F.. t / / BANK __ r h OE 5_7 P.3 43 I ' '4, ._ v / Fi OB 377 PC 728 (P A') ! / 38 160 PC• =SE. (P fr) ! '--- s yr I. EN,_72 r = a) / ON .* / M Z SYMBOL LEGEND 2 MANAGED SLOPES M IRS IRON ROD SET (n SIGN Z GU / Y FOIE lP en CO A / MMMMMM� GUY MANE Ce STORY NH ELECTRIC VAULT _ - C / -•- RLIIFCR N Q CED CONCRETE PIPE r CG CUR B RB a GUTTER _ -- TMP 61-134A J a Q OVERHEAD ELECTRIC uTlUTy FENCEN/F ALBEMARLE BANK m rn a CNI d\ WAMERLINE - - AND TRUST COMPANY oz v / W cv Z -_I MANAGED SLOPES , - V d / W r•4 - in w / L1J J NOTES: o W J THIS -AT -IAS BEE\ iRE'ARED W-H 'HE BENEF-J=A TITLE REPORT BY Z LI- _ S'EWAR- --= CLARANTY COM?AN" CCNM-NEI NC.M=E2 '9000090 47 /MANAGED SLOPES I h\J-1 0 =f==C-V- DATE AUGUST IS 2019 800 AM r/ - / 2 AL_ DECO AND R'.A- RC-CRCNCES S OWN AT 1000RCED IN TIC A_3=MAP_= '^ a -I.N-Y COJP- OUS. V/ A- ARC_LS SHOWS -IERECN '-IS PEA- HAS BEEN PREPARE) FROM AN LL•I w 0 -J AL FIE-0 SURVEY DONE AS ,OR A ARCELS SHOW\ HEREON '1.6S PEA IF I H Z - AS ^-EN .'<E=hRE) FROM AN AC-GA_ FE_)SURVEv D.^NE AS PER -1= DA _ _ — — H Q S =LAT USING MIN,N NTS FOUND 0 EXIST AT TH"_ TIME OP TEIS SURv=- IRON ROD I 0 ,, — — TIIC : APE NO WS 3_C CASEM=NTS OR CSC-'OACI+RENTS D(CEP-AS SI OWN FOUND ^-� 4Z Sl,x CCT -6 SOT- (WELD} Q O Ce a o s TILE TCPO&TAPII' By '8A A OWN IS DASID 0\ A 11'LD S.JIA-Y COUP I R D 3' \ JCTCB-P 17 -0'9 \Y\ THE. A2_A SHOWN F•:REON A=PEARS -0 BE LOCA-;D WITH'. F-O0,S LONE X ;..MIS-ACFDi. WI-CH IS AN AR=A OF MINIMA! F_CO)HA7AR0 AS SHOWN ON F=MA • U - 4 P CCWIA.NIT, MAP -AN,L NO 5 CO3CO2/b0 E-FECINE FEBRJARY L 20Co I T W - IHIS OE ERM VA ION HAS GLEN NAJE 3Y GRAPHC METHODS ONE" AN EL-YAIIJN y - S'JDY HAS NO B E\ n R-ORMLD As A I CH ON -IS N'YGJ SC3..CCT PTO=EPTY S Z NED .D-SC (PLAN I- _ I -.IF Fr.1 S \ � U W DENIER) 'E- ALB NP (DUN"- GS S HI -- 64..1' ill W E - -O_OWNG OVEREAT ),SIRIC S A2'OR IMP A., F - II - -HT - ',Nll J . \ F ce MANAu,D SlEE C,P_S IMP 61-129 4'• - THE ACE -r WN WILL BE E?VICE) ` P„B IC WAIF SEWER \fF J P VhX=1II, Z WM - THF4 AR NO I IIFTTIICA CNS OF (;RAVES CPJF-IS OR SRJSTARES - j9 W MARNNC A - c F v .BRA CN THE S)HJFCI P O-"4 Y PRO'FRTIF S NC ) - UHF MINIMUM 1-II A.hS ARE E'-R ALBEMARIE JOLN Y C_4;E DB 1908 PC /20; "94, \ W DIE J 1 AS CA_ACCESS TO CS ROUT" 29 L EM10.E -?AIL; OP 4155 PG 6^5 \ - =L- I SI..3,.EC PARCEL St OWS TIC NO'<T WEST AND 5A:LTH AS- (DL L-ZIPIIvN 1,. -- S:E _IT__ b_I _I1s A\; 30/5 2c'_PECIMELT HEW -OJN= EVIDENT O' J ' Z = D=-O 0= RUST) € ACJOII LC PA-'_C APPEAR TO REFLEX:A 5 -OUT-Cf--A, 'WA NO- V) cl_ SENI`IOLC TRAI -- a 4OJ= 29 3�A RICIP-OF-WA"-AKC WAS \O-FOUND N -I C TD= P=P:,F- 0- IS A SEARCH Or CO..NTY TCCOR7S. -OR TIIC PURPOSE J :ir - s S'RV-Y RASCC APCAF.AND .EGA. DESCRIP-ON 1\C UDCS TIC 5 SIR? [[["""""" W Si A=. A P(:R_•^N 0- -if S.2TrT =PJPrPT" L3I W :: LEGEND: METES AND BOUNDS DESCRIPTION: METAIRON L ARROW_ MF pC e_ ,- IF N f 11 E'9`NU SEG WANG A A E'OIII I I. F- 1' •F : -- PUI5. NH S IUAIED h IH_ WITH FENCE O <• ,E CF CO FC'..ND ` G J CONCRETE PA AS ERN MSHI Ck d;+ I 1 SEMINOLE I?N,. -ENE, A_CN:, Ft POST . -=W CONCRETE WALK AS-ERN PI.IT-•F - CA -_L --A_ r. 350000' _ OF A DSTANE or - (077'WEST OF Q DI STORM SFW R :RCP N F 12556 IL I _Ii L L.J. Nr„ SAX)SLMINCH_ IRA S SS11 Sr/ L FOR CORNER) Q ., .,JY (,JY W?. AND ANCI-CR A DISIANIJ - E: A551.(,A" IRON PIN -3JN3 TIE) A ^4T FEE' A lV LP LAN!' OS. CORN 4 0- - -T J C PESNES PRCPCRT CS NC AND CONT NU NG - a Y NH MAN,-CLE WTI. SAID - - . -.--CITIES INC TO A METAL ATRCW rOU'.'D"vh > JOB NO. ';;. ^H OVER-EAD ES A-,1.1'-I I I. -•1 NL.NG WIT-I SAID JC 2 THEY H2O=F?I-S TIC S )'• _B. SL S':.NAL PGL A 3A5C - , I-E Or 19784 EET TO AN IR✓N _": FOUND (F) SAD HORIZONTAL GRAPHIC SCALE 192036 " 55 SANRARY SCWCR I I OR IE'Y Of SW) JC PENTE\'VROPER"ES INC AND \ , 1!, u 5- STCRL('AA-'R is r CI E LIES ;FAJTINY 3ANS IHLN:.L LEAVING SAU .C. V' LIT!_-r POLE 'INN ' PROP P (lI: CCNIINIJ-Nr,W11H,.ANL:CAVALIER vUNIRY HANK N \ ` 1 1'l LRI__Y VA-E- WE OP 41.48 MO"w E-I- I I 4 SO Et_' ,,ASS EL,A COMMON SORNE-,W \ / 1'- WE MARS WATESLINE SAID CAYA r I AN)LCAV1\C SAID CAVALI"R CCU^.-RY \ ( IAFELT) = "'II YAP) I YDRAN- 3AEI' TO I - I '...IFNMlC IBVNC'A TOTA_AREA Or 0 ROB 1 mch 20 Et ArPF F I - I fT I - F.-.."..F.-..".. � 2� , c l;{' Op .__.- ___ NOTE.-MEL7iAA9r,N.EQUIPMENT SHALL BE LOCATED LW .:t\'' 1 , OF ROOFTOPCH OF THEL PROPOSED BUILDING. VISIBILIIMINAT D _____ _____ '- OP ALL MECHANICAL EQUIPMENT SHALL BE ELIMINATED ------- ` �� Ci FROM THE OVERNICE CORRIDOR NTH THE USE OF ''BcoVr IL • IL7 PARAPET WALLS SEC ARQBUECTURAL PLANS. v`c SEMINOLE TRAIL — ROUTE 29 - Lie No 03579I:n VAR. WIDTH PUBLIC RIGHT-OF-WAY '9. 0 20 4- PO�-5 ����, (HIGHWAY PLAT BOOK t PAGE 227) -0 �� PROPOSED 6'GRASS 4s.TONAL EJ1' PLANTING/UTILITY STRIP N/' •c`Z` PROPOSED STOP SIGN PROPOSED 14' �/�' CG-12(TYP. `. / ) f-.]s.L I PROPOSED MILL/OVERLAY CONC.SAY _. _ - BRANCH,AN s H,`y lI; SEE DETAIL.SHEET 6 PROPOSED VDOT _ __ -- _- _ R/W - _-- _- __SIGYN DISTANCE. -- ? - _ /E.- f __ -_ __ _ _ r-- �► • 4- - - t z � N � --7 - I _28' PROPOSED -- --1uN N.PApla 4.4Ugp1NG sET811CK_ " i. �- ! i_ 0 8 I I 1 � k `6G•12(TYP) T' • r TMP 61-129 I 0 g g I lOL. {\, I N/F J.C. PENNEY PROPERTIES, INC ''AA l / •i, —� DB 1908 PG 726 I vI / -- "R- �+' i DB 4355 PG 625 ) 1�1 4 �"' `t,,� \�`_ - 4 - -- -'� 30'MA%.BUILDING SETBACK ` ; W 2R] . _. f �� �' ,� PROPOSED BUILDING fre PROPOSED IMPROVEMENTS ` ¢� _PROPOSED ,3 ENVELOP-PHASE I i II ! ' >� TO EXISTING PARKING LOT `� /n CG-6 -) - I / :,:posE0 „�, PROPOSED 6' O.lO ACRES -J�. W SIDEWALK _PROPOSED PROPOSED PROPOSED CONC.�� CG-12(TYP) CG-12(TP) SLAB,SEE DETAIL WJiA SHEET 6 ,+}E R+ R ASPHALT `- / _PARKING LOT, 24'F/C-BC B J SEE DETAIL SHEET 6 -- - PROPOSED 12'x25' PROPOSED P/,. g EXISTING BANK V _n CG-12(T'P) LOADING SPACE BUILDING AND PROPOSED - ' DRIVE-THRU P G2(rPJ Y 1/TMP 61-134 SR }_" p rn CAVALIER COUNTRY BANK 9' - \ ~ DB 527 PG 43 TIE-IN NEW CG-2 (TYP) 7y f'T1 DB 327 PG 228(PUT) CURB INTO EXISTING CURB l-_ .I j___ ;I- ; _I en DB 468 PG 456(PUT) PROPOSED WOODEN , 1 - DUMPSTER ENCLOSURE, / ' , L 7 N CL SEE DETAIL SHEET 6 PROPOSED 2' 11 m ��// GRASS OVERHANG cc FOR PARKING PROPOSED RETAINING WALL D a < SEE SHEETS 5&6 FOR DETAILS ,LL( �i MANUFACTURER:EAGLE BAY,DIAMOND PRO SEGMENTED RETAINING WALL SYSTEM _ / J COLOR:JAMES RIVER 5 i Ll1 ( z EXISTING OFFSETS 13 73 F I-ICHAINLINK FENCE ' <Q Q TO REMAIN , >C TMP 61-134A 4> N/F ALBEMARLE BANK AND TRUST COMPANY Z1 111 _I 0.908 ACRES(39,547 SF) InZ DB 646 PG 508 0 - W W-a I-I • FUTURE TTI / - & V) . I ( DEVELOPMENT 'v n 8 AREA LII --- -- -- -- ------�-- . .-- -- - 20,8D0 SF I EX)SLOPES MANAGED ( I Z r:4 0 I- _ EXISTING OFFSITE . ,�., V) \ CHAINLINK FENCE W U Q TO REMAIN \ --‘c:' , Ul H ce • w 1 TMP 61-129 [-U D N/F J.C. PENNEY PROPERTIES. INC N I�^ Z \ DB 1906 PG 726 ----_ DB 4355 PG 625 - VD (l \ --- --- ___ J F- LU . w J \ . / _ O d \ - .. . (.7 CV g 100 No \ ,, . GRAPHIC. SCALE 192036 n SCALE 1"=20' \ ;,- WIre1111..6111110 I IN FEET)Ft SHEET3 NO. 1 Inch= 20 fly/ZC_% SEMINOLE TRAIL - ROUTE 29 _;\;VTI0„ VAR. WIDTH PUBLIC RIGHT-OF-WAY � 1'. / (HIGHWAY PLAT BOOK 1 PAGE 227) pr =w, C,CO'I•f K 11NS V. :40 C,l,r No U15.'113- - 9'�lC'+/_ -" >.-r-ronai. ,n.. -- -- --' _ RI I rwr — - � (�- --- EXTEND EXISTING \ I( ■ I - MIMIC I I WATERLINE NE1ER AT BLDG. (I( UNDERGROUND SWRPVCi� 1 I�\ I• _ ■ ___.- - - __ _-- __ FIRE , __ __-__ _ II� - ag' I 14 /F J.L ,w I • 1 0 z ■ , 13400 S 14+00 15N00 �♦ $ D7iN © ' co_ M 6 i 16+00PROPOSED BUILDING T_ (A F, l I= _ 1 - - - - - - - - -- - -- - - - - - - -- '- ENVELOP-PHASEI M ■ I N 0.10 ACRES W = ■F 1 RVCSAIYTARY ` Q' FFE=475.67 SENOR BIIlJ610N --- Cie PROPOSED 20' I SIN.SWR EASEMENT -_ - 1 I g _ _-- -_ 06 GRAPFC SCALE TMP 61-134 = = I I g CAVALIER COUNTRY BANK 1 --- a ' OB 527 PG 43 - • - — F • • �� I DB 327 PG 228(PLAT) __ Illl ^1 (IF ser-r) DB 468 PG 456(PUT) ON 1 1 such- 2(1 fL - __ __ `/ ,n — I1cTa�nnve WALL an- % V re...;.; Z ' - --- - - - — - - -- - MA-• _-; -'j --- D cV ,i 493- = en m 485 ce a 1n , r Q n A LL 480 woo g TMP 61-134A O a` Q CV IAn NAALBEMARLE BANK AND TRUST COMPANY m W N Z -- a L o 0 908 ACRES(39,547 SF) 1--1Oil N 1 p rco DB646PGSOB x / W ; = ,00 ar3 �J 475 mo"Im < LIi pn1•i4 o o EXISTING o f N l ' Z w J gl W Z $ p a R 470 oP ogNr w Q 0`z:; ag-- --- d ,x��zz _- -- _,,_ ,,.. 465 8- SDR 35 _ -_ SIGNT DISTANCE Sap, Z,› '--) L LENGIH=349 00 ¢ J 1J-, n SLOPE=1 38x -. .--- - -- _ W 460 B.SDR _ 11111 r U SAN.SWR ____ I _ -_ ' / 8-SDR 35 LENGTH=175.49 .�. �•J SAN.SWR SLOPE=160% - - --_ _ 1 I E"" N LENGTH=138.21 - "' 455 SLOPE=132[ i • PROPOSED DROP ( I Z 1n - F 450 MANHOLE V3RTICAI GRAPHIC SCALE -,` ■ 14 ■ G4 Z (IN EEP.T) .- - 445 IS inch /zII MHl II (- w 12+00 ----__� .. 11400 v=i O pG V' .E — - 11012IZONTA . G12.4P IIC SCAI,1: ___ _ - -- �■ Q 44o Lx1snNG C7 _ SAN SW<' 5 a, x 10+OD pos® - ~■ U wIm r 1 IN N4M N TMP 61Z-3-12A N B L - 1.och s 5o tt TWIN NEVI SRN. `-■ >: .T. - 465 swRN■NON�r■w ' , �■ JOB NO. i ' 192036 1SCALE _ 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 I scar No. SANITARY SEWER DESIGN I 4 --7/ la / 7 *� 4 �i - ,...9. --4, c' GCS SEMINOLE TRAIL - ROUTE 29 C,Ur- R. , NI7 :J lac No U:15?91:- VAR. WIDTH PUBLIC RIGHT-OF-WAY ;� 06/08/20 ..,4' CPC g„� ��y�\ (HIGHWAY PLAT BOOK 1 PAGE 227) :�'roNA..c�"�<" -95C•_/ II, +?PANON_AP F 6_VL; , sniff DIST - - ---J --- - _ - - - - ; ""c><-san } - - I\\ -- ------T---- -------------------�- - --- — - IF 4 1 a. Y - t o� 4 -- - -- -- - _- - --- - I\ ;t UNDERGROUND r �'� I Al • °Bt' • TMP 61-129• I -- PROPOS® `. C. • 46 r, N/P J.C. PENNEY PROPERTIES, INC I 1••i h __ _ ____ __ _ __ _ _ - -- - __ UNDERGROUND__ _ r WM_ - - I 3 DB 1908 PC 726 1 �" DETENTION ST 1E14 -�Q - -- — , ,r DB 4355 PG 625 I F. 44pp Ot INLET MH3- I �.ETW tI r' W -- 15+00 - ------- -- - — IL 16+00 PROPOSED BUILDING ! t - Y ENVELOP-PHASEI ;i ' / As 0.10 ACRES ' , ¢ FFE=475.67 PROPOSED PRIVATE- YARD AND ROOF ) / I DRAINAGE SYSTEM - t t t ' t . / // � /--, • ti 1 / TMP 61-134 r-_ ' ,\ ) �. PROPOSED MAX. / Cr;_, CAVALIER COUNTRY BANK '� .�� � I �- V DB 527 PG 43 --- a• Y{M 1/. R��NIW / M„41 OB 327 PG 228(PLAT) �-- - �. / -� // 4,1 DB 468 PG 456(PLAT) ' --- \ r / �' t- // )/. / ,/ e'l Q -- - —Itn - O 1 __ l Y4Y'YYYYI"f-'1 Y` ��� 2 / y r"J' ll"'FY�ry' Y 7 PROPOSED TREE LINE TO R{YO� / h-I _ PROTECTION FENCE ' A En Q / III ¢ LL / W z TMP 61-134A J - Z a J N/F ALBEMARLE BANK AND TRUST COMPANY • CD a-r H - 0 908 ACRES(39,547 SF) XI mom •> > LL1 DB 646 PG 508 - m w � < _ _—__—__—__—__—__—__—__— _ -- O ce 7 - oo . • ' J .\ . WC.) = z • v o Q w� CI)• Z m \% TMP 61-129 \ 1W/ t N/F J-C. PENNEY PROPERTIES, INC L \ 08 1908 PG 726 _ C-' - DB 4355 PG 625 - -���+--�_-- _ w \ / 0 � 2 I ¢ _f t U L. _ VO C o _ t t a 10sc�E 6 NO _ \ GRAPHIC SCALP: 192036 °:\ 1'=20' €44 t IN FEET I slrteT No. n c 1 I Inch.- 20 It 5 a,. F 4..1 n1 4 FV�� - _- • --- - /,-R LECTIV_A�UAIIVJN UN LEG ND AND BOR>Ek G+EEI. 3'3N-'• --- I J �NRo•� A.I _ YI3OL ON R TREES;BALL IE YJMM A CPO.d,H DUSYAMC FROM BACK OF SLEEK '¢COTT R I N T-iSaCiA'F CUPS[ `h I�, RAC FRCS.\C. BAGt.ROUND - SHRi:BS MAY BF PIAMEC ADJACENT TO W'AII,BUT SHALL UT:I IZE WATERPROOF 5 II - Ate; ® ' Lit No Cr3 791 BASF a21 _ - MmR ER BENEATH PI.,NTN65 WiiHND.A%H DSTAMCfc FROM WALL ;aroAcr� -_---- �'-_ei _ �r ESPIAL Al ALA 1ANOI:AP SPACE, LOW-PERFFP$WT'SO& 06/68/20 � �_ ___ I I T1 �r THC -,F',N-'T.^.A AT Al I 'VA \ 2 ASPHALT PAVING - TRAVELWAYS I r 11IA „�e� .ccF`SIBIT PART N.SPA, . NO SCALE �.''' / FILTER FABRIC /OAAV E ' Afl y� L,-(�I1 _- PI_VAL'SG\Mil WOIt:;CAG Al, ///%�J/'/- MINI �:.aa. a Y XI�p.Rci� TAM;U PLAN a RFC V-1;V �TATF OR I�:N I Ali III Kg*. *.VAI � Tr , ' IIII &- BACwF VRAL e'n A I. •"M-� n- AI @DEMOTION � CA VAKEL_ ., C ANY-PL-S T I- e,A LANES'_---- .§ M v NNW Btssv sDr . __� I■i Ps 441 .a..".. ICI SEG110N A-A ASPHALT PAVING - PARKING LOT Mao wan.OSS �� vlx;r RA 3. TEA- : ND xAaE a man W.. .m A,s.A1.-.m a...v r I�CiNJCR=TE H I r-0'3 /JJ TCOO AN- '==nI ('TYPICAL 7.'"CSEC t sN v, ' ` J CSEPEA- �._ - - '- 4.i�►Q�- ---L-- ` (MOD I■I I E 1;.. .- "4' u. L:- ,...... 1,1 11m_m �� msAs.ri Aw..MmeNX.saNrec>•a.N ..l IMAM 14 0t DRAIN TILE O N ,21 .OsW ASPHALT PAVING - MILL/OVERLAY .., NO POLE .4 u1N 6- 6 M I TIroe ° ,'ate.:„I, # r o-I ,w•A• cc-12 DETECTIBLE WPRiIIG SURFACE .� -, _ _ -{ 3 TO A f LLI F. TYPE C (PARALLEL 0 PERPENDICULAR)APPLICATION OF H Cle rr O• "° HANDICAP PARKING SIGN DETAIL (TYPICAL) STEEL (� ) iSff ,-VAC.,HANF':.0-' 1P,.':F AHFE-HANDICAPS'ACFS FACT I._0• (TIP.) (TIP)( E DETAIL MS SHEET) EAT'OS E:WITHOUT WA_.'FAT T ERE SI-A__=E DIE POST FeT I _I----q C. Nj NniNlt G.1I51 S1247.., •o ( ) • I D 1 1._0.(TYP) 'n RI M� !NOTE:FINAL STRUCTURAL WALL DESIGN TO BE I I PANTED BRICK ENCLOSURE TO MATCH -PROPOSED BUILDMO(8'IMD1H x sm'sM's-rCM•"� 1.--.I iSUBMITTED WITH STRUCTURAL ENGINEERING PLANS " •' - '-• -STEEL BOLLARD(EXEDIOR) a BMIPanerta5W sir I I a g (UMP)IEEE AT ( BAS 9¢r) - PAVEMENT OEM s 9�a 3 -{ -a`"i{a,._i.A ♦ i 1 AN ACTUAL COPY OF PIE MB REPORT IS TO BE SUBMITTED PR/OR TO THE PLACEMENT E,7'-O' I - .1 DENOTES R Gr pAv51Fa a - # II • ;. - �•' OF THE ACGREGA TE BASE MA TER/AL IF THE SSV VALUES ARE LESS THAN 10, THE ss GNAWER- _--_------. DEVELOPER VALE BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED T E I D 16'-O'R)X 5--6'(10 X 6"-6"(N) j1 :��:- '�' METHOD OF CORRECPON w N LAYOUT I (2 PER OAIPSTER PAD) �C A;'. TOP OF CONCRETE 2. SUBGRAD£MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND V A. MIN. COMPACTION BEFORE BASE IS PLACED. M Z 6'.6"1121eN21 MELDED • %i •` WALL 42' 3. TEST REPORTS ON SELECT MA TERIALS MUST BE SUBMITTED SHOVING THE MATERIAL M NOTE�0011 NNRf REIaFOHfENwIN7 .+:Al.•. SITE MEETS REQUIRED GRADA DON FOR TYPE I,II, OR III PRIOR TO PLACING AGGREGATE BASE. Y 4 THE REQUIREMENTS TO PUCIMIL AGGREGATE BASE PILL BE WAIVED IN THE EVENT THAT N •" GRADE RAIL THE SURFACE COURSE IS BEGINNING AT THE COUPLE RON OF THE INSTALLATION OF THE Z ����/%��j 7 .s AGGREGATE BASE IN THE EYDJT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 //�/�/� E Y 21A STONE ? DA YS THE PUCMILL REQURREMENT HILL APPLY. momCO \\\\ \\�\-��''��9.BB,ttg 111 ' 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED MIEN PLACING AGGREGATE BASE. I..L DETAIL-CONCRETE DUMPSTER PAD A 1 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, 7EMPLA TIE, AND COMPACTION I Q r --� BEFORE SURFACE TREATMENT/S APPLIED. NOTE CONTRACTOR TO WW1'rIN ON-97E ;� I T I I I I 7 PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT a nT OEiA[ 'M��'�FOR FINAL o iI -] (PRIME COAT RC-250 O O.J GAL./SO. YD.). O J to ,SITE B DEPARTMENT 1RCE TO BE TA7/ONLIED IN SPEC/FICACCOIQDANCE NMI CURRENT NRGIN/ACIN Q _ rJ--o' ��� •! WALL PONS 9. ENCROACHMENT.: POSTS, WALLS SIGNS OR SIMILAR ORNAMENTAL STRUCTURES THAT DO W CV kI l 3 NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED .a `' IRTTHIN THE RIGHT OF WAY ONLY THOSE STRUCTURES SPECIF1CALL Y AUTHORIZED BY Q LL _ 176a6 IREAMD BOARDS FALL RAIL FASTENING DETAIL PERMIT ISSUED BY NRGINIA DEPARTMENT OF 7RANSPORTA DON MAY BE LOCH 7L'D IN7H/N _ .�i �-� IRON M'� /CCIPTqA S MILLED NOT TO SCALE THE STREETS RIGHT OF WAY A J NWT MOON GRADING .a J STANDARD B•CURB o I.s 1 THE LA TEST EDITION OF THE ROAD&BRIDGE SPECIFICA DONS, THE ROAD&BRIDGE "'� I--I U7 STANDARDS OF THE NRQN/A DEPARTMENT OF IRANS'ORTA DON SI'EGFICA DONS SHALL \ Ste- ' ws.res v 1w� Mw� �• GOVERN THE MA7ER/AL AND CONS!RUCTION METHODS OF THIS PROJECT .�>j //� FJ.I (EXTE ) - 2. *HERE UNSUITABLE MATERIAL IS ENCOUNTERED IN PIE ROADWAY,IT SHALL B£REMOVED 1-1-1 �/A Q OFFAL INS FROM THE ENTIRE ROAD RIGHT OF WAY V101H AND REPLACED *HERE NECESSARY INTFI 'nE. u,J -. SHEET) BLE MA TERIAL TO THE SA ITSFACTION OF THE ENGINEER. 3. LSUITAGROW7H OFTREES AND V£C£TADON SHALL BE CLEARED AND GRUBBED FOR THE V EN PRE EASEMENT. OTHER TREES AND VEGETATION VHICH OBSTRUCT SIGHT DISTANCES Q �►-e (VARIABLE BOOTH) AT ROAD INTERSECTIONS SHALL BE REMOVED. j Q ��__ N `' N55�A�LLCBOENCRL�E r_--- (5'M/N.) -- 4. ALL V£CfTATIpN AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER L T AT,8 DAYS ORS PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. J (/) 2X7.-t/T6 CANE BOOT STRONGER. 4'CONC.-.. DRAINAGE t 1' LU :- ANG E ROT/ , .0.ma TAd u[ I Y11a1 N1..N M® W r, Q FRAMEDETAIL JI h - - • - V O w ��� I •'' titi zaac ••r n 1•, .� i •.- I ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES SHOW HEREON ARE TO BE RCP l Z _ 1I1"` I "4`'-�c`T``� WIN A MINIMUM COVER OF ONE(I)FOOT OR AN APPROVED RIOT PIPE MATERIAL IU il1c s1•°i.I•.® N""'"' % t��..�"'"`"`� 4 21 A STONE BASE 2 STANDARD UNOERORAINS(CD-I OR CD-2 OR UD-4 S) TO BE FRONDED AS INDICATED .�(. DETAILDUMPSTER AREA `m.w.N I. as j/ laves AMMO us ON THE PLANS OR*HERE FIELD CONDITIONS INDICATE ,^ W 1 _ NOT TO BOMB / CONCRETE SIDEWALK 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TVENTY(20)FEET IN U ' .. MPS NMre Arms MM. LENGTH AND HAVE A MINIMUM DIAMETER OF PIP ILEA(IS)INCHES AND SHALL BE PLACED IN _ NO SCALE ACCORDANCE IHTH THE NRGNIA DEPARTMENT OF TRANSPORTA RON SPEOFICA DONS UNLESS ��' Ce mFc1.N_1a OTHERMSE NOTED ON PLANS. _ CONSTRUCTION MIT EETAL 42.25'CONC. MIN.uk4O'CONCRETE DUMPSTER PAD_ 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF Z a3 DUMPSTER PAD :Y THICK-300o PSI CONCRETE THE ENGINEER DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL E" C ®mew maime...T 1os was mom we sac nu Arms.w1aT oa111.aaw WA TER COURSE. NNNNNN 1 W G1 ES'Finaw raw M.,oNec rm.!cmom me oa1A J r z.muman-w ..MR aN R.TO MO OF BMW WM,1.Is .1 i - ALBEMARLE COUNTY GENERAL CONSTRUC77ON NOTES FOR SITE PLANS j z TOP 1 PRIOR TO ANY CONSTRUCTION WHIN ANY EXISTING PUBLIC RIGHT-OF-WAY,INCLUDING :� OF 4.- I CONNECTION TO ANY EXISTING ROAD,A PERMIT SHALL BE OBTAINED FROM THE VIRGNA DEPARTMENT OF CLAM -1'R MDTm 7RANSPORTA)RCN(YDOT). THIS PLAN AS DRAW MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF E-1 W I - } .IMMIX.rr1 as NI.Naa.Arra so 0 AeMsa w MEW VW�MN N IN M OND M Ile 0rs1. 6•COMPACTED z%B STONE BASE THE PERMIT. WERE ANY DISCREPANCIES OCCUR RE REQUIREMENTS OF THE PERMIT SHALL GOVERN. . 6' • Nr��i NMI=N[TO 1c`,I a1MM °.•'X 1° `rs M r:m.woal. 2. ALL PA NAG,DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO w LL,1 I':7' --1 MIwr � wma w:Tr.F TAF..,roa>am MT. CONCRETE DUMPSTER PAD DETAIL CURRENT ON TIONSSIT AND STATRI EE MEASURESDS OF AULL BESS oTOVIDED NOTED. O J Ir _w.1D tr.war $"T.I..s.�tr NO SCALE J. EROSION AND SL TA TWIN PLAN WALL SHALL PROVIDED IN ACCTANANCE WIN THE (4 Y n.n. >•sircws•er v. Aw aAs w r(war Nsc mAr w N.Te.Ile APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING GRADING OR C4 E `w'•fEMse1°� iw .e.F Sw.. e esi3.. OTHER CONSTRUCTION. 1 a s mis o rar. Am•M0 Is M alAa1®w See¢ea mOMe mum mmsum 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTLIED,SEEDED AND MULCHED. THE MAXIMUM - M'�. M�mawsmawsaM mro or ma 1rsX Ise NM.•sums soma w M.20...Or Neml. ALLOWABLE SLOPE IS 2:1(HORIZONTAL:VERTICAL). WERE REASONABLY OBTAINABLE,LESSER SLOPES OF R ■ V a oRs F 6' ffI j u7Q5'CONC. �N uk2o'CONCRETE WMPSTER PAD J:/GR BETTER ARE 10 BE ACHIEVED.. V , A I - T.' of 't Ur ms" 1..°nlait a1ra s'1ilf LOADNC SPACE Y THICK-woo PSI CONCRETE 5. PAYED,RIP-RAP OR STABUU 71QIV MAT LIED DITCH MAY BE REQUIRED WEN INTHE OPINION OF O G THE ALBEMARLE COUNTY DIRECTOR OF ENGIEE/7INf OR THE DIRECTOR-S DESIGNEE IT IS DEEMED 1- 2' - - NECESSARY IN ORDER TO STABILIZE A DRAINAGE OHANAEL IN 090E/57,/68,OR /78ND -- J 6. ALL TRAFFIC CLN177OL SIGNS SHALL CONFORM WTI/WTI/THE NR(.YN/A MANUAL FOR UWIFG4FM TRAFFIC n N - STANDARD CG-6 slow Bm UNDER cuBB CONTROL DEVICES CURB eft GUTTER a CHECK°eY"DOT •� - - i 7 UNLESS ORIERMISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED COVCRE7E PIPE-n AfS R. TOB NO. _ - NO SCALE IN E PRIOR TO PAYING AND/OR 8 ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY METH OSHA STANDARDS FOR 192036 BACRTMIRIG. THE CONSTRUCTION INDUSTRY(29 CFR PART 1926). ASPHALT PAVEMENT WIDENING NM=300.1C901 6 COMPACTED 4.B STOIw BASE SCB.E lrae 111101111 SUBJECT To MUM 2 CONCRETE LOADING SPACE DETAIL AS SHOWN ,...sl.o10.1.01019ea011 No SCALE . --- -- -- - SHEET NO. 6 -?14/ 7., Corn vat2o i Plan Notes: __ _.. ___ - LANDSCAPING PLANT SCHEDULE 11 I ALL"A-ES TO BE FR_SEPVEI AND=ROTECT_D SHAG_BE MARAEJ \•,l , Op WTH PANT OR 31330N AT A H-I:AIT TSAR:• NS'BLE TO SYM BOTANICAL COMMON AIAME SIZE 1 °°Y(>n QUANTITY' COVERAGE(sl) / !WARN 0Y.4A'RS 4,_AND JISILRE,R1 ACIIV ,L II VHA �, EEC"...h. A 1.1G RA MARK N(,-AS E_L\ RSIA1_D d TREES` hE �.� CLriA,IRIUr A\D I\SPtl,.1)ANC.A1K� Mt d1 G LJJ.'Y QP QUERCLEPALIISTRIS PIN OAK 31/2'd. 471 6 2•R26 .. .RI17 H ILZ ERG 4Et4I\4 DE'Ad1Mt'. SEMINOLE TRAIL - ROUTE 29 PA PIATANIA ACERIFLORA la1DON PIANETREE 31/2"d. 477 5 2.130 x I No 035791a. H_:... :_„I.a_NI WJI COLA* IRA!F•C.MD ilk SIL4IACt G. VAR. WIDTH PUBIJC RIGHT-OF-WAY AR AtTA AueAuw RED MAPLE 2]/2'd. 452 2 904 t l(I e C".il_-I II - NR ALS ANJ VOL iAL_ RE { - \CI RVt11EL` A-I., - , C_G PLIRE OF TREES C 3E PRESERVED AID (HIGHWAY PLAT BOOK 1 PAGE 227) UNOEt'PRUNE1D/711H5 LO"'AL \� 'ENVf!F:F _'__ -_r.1ROL YcAS'J4EC AVM/CR fERMA sEv- PROPOSED 6'GRASS PT 'PRUNE YEDOENSIS 1905MNO CHERRY I6'-7 ht I 99 I 9 1 891 STO"MBE-:- I _-•+R.T-ACV TI=S,CCATCNS SARI OE PLANTING/UTILITY STRIP EVERGREEN TRIES %1JRON= - ,4, Will S-AL\DI ADVt4Sk_"A11ECI IFk__ ' - Vt.I5.t!AN.1`w:Ea,EJ PROPOSED 14' MG MACNOLLA GRANOHOA 11TIF GEM LITTLE GEM MAGNOLIA CO M. 12 14 I 148 PROPOSELANDSCAPING A W --L I°E 'EaM J W--- I-IRA CC-E-T'4 THE AND STREET TREES CORK.SAY :: IN ILE(.'N EWE R SIEVE/ES' NEWER STEVENS HOLLY 6'-E HT. 44 1A 792 OJ,DE L= -•+E OF T= -0?L'RES ENE ARO'RO,ECTL PROPOSED VDOT moues 10.C MA'ER A-S 1'11A L Y..T 7F S-:W D W DTR DC T O- 'If /W n �T)F f P v. r!�-S-(I a'%Fr-(rif)AMA.ROf^TT - - _ Al GLOSSY AED A 2R.min 14 3S 490AEI/A GRANDIFLORA -___ W "TEA VIRGINIA'fENRYS GARNET HENRY'S GARNET SWEETS►IRE 2.III mIn 64 32 2,01{ F N I ARP nrs R7.G A: vI-r S M IrGR.,Nn r TM-- 5)oP 15)Al (10)IC PP Tr MT TV('I.G 0AS DT\ NSTAII-D T• R I- OPIT-t'T±IP - - • • _ - - CS CORMS SERICEA RED TWIG DOGWOOD 2PNL Mn 72 10 720 AV.R7= ARE A=Pa!14FE-o' '-E CIX,NI E.GNSTI.G _ _ - _ -` . DE?AA IYJAY - _, , __ 7 WfO4 TRENCHM..-JR Al, W✓UY^EF:7+OtN.WA`R -:-_.-_._»,. �` •_ :_ -- _sue. -_ ! J- (4)PY a- -_{t __f- E NGILE VEGETATCORNUTAION CHINESE HOLLY M'ht min 14 3E 532 Z SEWCF 1C TR CAL. A3LL TLC7440",E,CT OTTER A-UT. '--,,- F EXISTING VEGETATION S` SFFV CE 1 N..0 SSARI mil THE UM TS Or'ACC PR;;^IY.M ='�t- -- __ / "Existing trees onsite 76,ROD .1 �_ - - _ /// OR NKS tl"lr I M TR CrC VAX NG.VIT TOI S PARAR.`,1.FROY if --- ----- ------_ / t /.. • -TOTAL CANOPY -- - 29,261 c TRUNKS(Y-TT5 SIIAII BF VAX VI7FF T1- r. W-rSIt!*r h F%TF1-PC651P F TJ\FTI NG ,41 3O1{R'T N-Fv IITMFi - '`' \' -� (/� • G R• -IF FOLMTT F\CNEFT TAT-Ertl:00A WI iK.1.1-CNJP" _-�_ _ _,- _ ��� yt, Y/ - IDN+„^L ID. 7F ROOTS„1 '4kLS 1'.II +-hSE4VtC AN] _-- - �_'F �. I \ -� /..., _ _ MIN PARJU R_3)IIIDING SET@A�(- - J ji'YK 0 S ✓Ay N_ _! {� w rs,TO A.I.tnEs 2 4NY DAMAG1 C'2 01 .J c-XJ`.x CR RDO7 C'•S'L Cr ANY I ) 1 , S ` I -- -. TMP 61-129 �y �1J _e:r m.Ffm -rr: O E- TRC 3T PP'SCRVED AN- 3•?T'F-0 S AL 7.0 3CaAFC) \ • _ 90 Iti Tn r� 3 tt As 5 n _ RAFT ATCLY N ACC'.aN�4\CF WA-1 -C PPACTM'7S N TIC / I_ ` _ • 1\\ `� - _ .' N/FJ.C. PENNEY G726PROPERTIES. INC CRCiITr VA'STL KAT C:VITx. IIAnD�'ap. Ci1Yf Y9C+' I \ rr ' I l' IN,iLB fC 'Al..7 PRfSCRPT P A.Rill-cfiC\AI FORECTF^ '`/ • , >6 ''. w W n1•.9IX2. a' .s ooi'3rr aPr.JAI_T - - i_ DB 4355 PG 625 LA. r �T-•.. . ��� (2)PY DB 190E PG 726 9 'r•L5 224 C- AVE Bk=N COV-ICI-D 01'CR Ilk '. 1 _ - _ __ �^ -_ - _- -- -- - - •r • WM '� 371M1L RUEDOIC SETRAfX 1 1.I ;, �9`yJ C a-rn•.T vr...A,e.S H "INS 3t''RkS.RLIJ AN,I'=RQ EC-tD SI L_.•I I it - -_ • J" -.Rp..F �lwanp RUNG-FRG HO Fc WIDI An RCN PAR lY"RY R"it 1 I --- ► ,. I• 7)IC 5)AB \(rJ)IV 1 1 ' W LG.! THE 3AT SHALL ae NTL Ii JEEP*EDESF J...L_1- --� © 6)IV PROPOSED BUILDING - rN, ' AY FCRT N FAC4 41.^,F uNT't 50 S tODSFVFL '4i I >• C IR t-N>CN TIN.Y-J1AMt5 SHIN 9k 1!E MAST R ME - _ _ / / � ( I - _ 'umx5 alv x-BEJ It w- ILL '+ARC ERG_"•^,\.:0,1NQ PLAY VEAS..RtS REw'ht)>JHI01 PROPOSED PARKING LOT -- - - - _ _y (7,: ENVELOP-PHASE I I I tiN// •J wa IN Il'�_ Y AY-U• TO EXISTING PARKING LOT 10 CS 7T. \ I n ,+r. - _ PROPOSED 6• 0.10 ACRES _; .' � "Jl,, '�a-$1AliS xn,.Ar< „R„ 1992 1}e -- 1 • O.- SIDEWALK FFE=475.67 (4) MG (10)IC (:�1 ,'� •Ly {5) IV R VU1, 2` _ . . FENCING i 1 AND ARMORING 4 AB 3 IV ��� :. "'"�° 4 _ . All i fK n-i 4 • I A,tii 'j -I I .I .raw ..,r>_m w=nIw•:,c • / ._- ._ - ( / BICI / �, -PROPO6ED rA. / - wYe '.nsP.w.'m a•�- I ^i• i �. E%15TING BANK I 2 Pi m DIMSTEtPPICKISED If \ / I I 1_1. _ rTr TARz✓. `_ BUILDING AND n 3 M I I . _� I � I TMP 61 134 DRIVE-THRu Na•+'z)PA % �I4( / y I 1 (1)PY !- .- 7 Pi / Yerq-ern Tree. Flr-r,;1ng Ue_gl- I� I 111� 1►►i���7II % ' L '. I -'I } +*f Ye In Er.+Aw 0\ 4e max �` \-I CAVALIER COUNTRY BANK .\�/ g7 -{'�� I°i .o� t /rs( 1 AR ICI �_'���-�� DB 527 PG 43 �_�Ip 1 `--' I 7_ }) Y MISTING OFFSITE CHAINLINK /J/ V z ^.I TIE-IN NEW CG-2 ) DB 327 PG 228(PLAT) --T- '(\ !� FENCE ALONG PROPERTY UNE / M J CURB INTO EXISTING CURB __ \ • _ T I .4/114 M 4II DB 468 PG 456 (PLAT) -- - _ / , a R �-F 41� _ . } ,.� 1V,! •fl / •+:c_.six.s's ws�a_> 7 N \ 11111110 I' ._- - _- -RETAINING-WALL .HT-.6 ; l r Y+�y- 'UT „ f� o.n r� a.._ :O � m.a 4.7 •---- - - - - -4e., '�. } '� .� �.q `Jr`'1 3 ,s r..w 3, [� fY . irN CORRECT METHODS OF TREE FENCING - ' - - 493 • - 9) _ - -"A J • /> , 1 7 5 _ 6)Iv (11)IC •(4)MG 0 w E. All.BE Q \fit, /^- _' -- . . I , i/%/ ��L i'1 3_1NL Y/uZD N 0. �''r 1, I/ r PROPOSED RETAINING WALL Z ' I •''n/ nJ T�AYbRUY ¢LOOP.'«11¢'" �. B.IP I \(3)IN L ' _ Awv,n-ROMAw-x rF.Yccs HI .. L SEE SHEETS 5 B 6 FOR DETAB S A(� rJ %%"PIA \ (3)MG MANUFACTURER.FAGTE BAY.D1AlIOND PRO c O / i I ' d , - NA,u.r r.5 III W^C /1 PRD LIMITS SEGMENTED RETAINING WALL SYSTEM C _ -...__ � 01'�r"'~ � �� /ly1l1 OF ISTINGNG PROPOSED (3)PA COLOR:,AMLS RNBt 42 I 11[ .__.______[,�,,,I, ,y,,a W J lI P' (EXISTING TREE TT7 . - .a j L. REMAIN) PROTECTION PROTECTION TMP 61-134A J • .• REMAIN) FENCING '� Ni .r. � N/F ALBEMARLE BANK AND TRUST COMPANY , A3 / F-ez Plot lc and S:D. _1.L.-.311 ; \ A. CORRECT TRUNK ARMORING 0.908 ACRES(39,547 SF) < .'1 To S'"s[ / TRIANGULAR BOARD FENCE b8 646 PG 508 T*i W v, W EXISTING TREE NOTES: - 'T CANOPY AREA I 0 O r Z : : Source: VA.DSNYC MLA 3342 \ --- -- -- -_-- / \ r/ TO1REMAIN I 1 ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS N. THE PLANTING OF Or THE �) �4. IRON ROD16.IIoosF I RAMEDONE 1N ACCORDRICAN ANCE ANCE NTTHTION OF �RE THE STANDARDIZED LANDSCAPEES E L 0 Q " r , •A'w"'.1y'r'^� (HELD) I SPECIFICA ROWS JOIN IL Y ADOPTED BY THE VIRGINIA NURSERYMEN'S . 1 U +.P�wnwnr-i•s-mk.mcAr•r.vr1 )\ ASSOCIATION,DON• THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE Q+ VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECTF7CARONS OF THE VIRGINIA DEPARTMENT 0 Q I O y�.I.,..�.,iW................ \ (JM \\ OF TRANSPORTATION.TATITRANSPORTATION. T Z .- -. •1w..r�..r.s EXISTING INLINK FENCE 2.ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, .L - a...Arr•.•••r..r, 1 , ALONG PROPERTY UNE \ AND BE MAINTAINED AT,MATURE HEIGHT, V THE TOPPING O-TREES 1S F Y II r i rrr..�.a.rrrr,vIi . PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONE a L TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 0+• ......A+r.++.'^'^"'..'•"a'..""".“=== \ \ 3.THE LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE W I v M 0.r. .rr rrrrr .•. P. r.. ..rr . .. +. .,1•"r..-A..r, \ Ill TRIANGLE WILL NEED TO BE MAINTAINED IN THE AREA BETWEEN 2•AND 7' �__1 A A+.rinas+n4-'-.++-srm'+.o I \ ABOVE GROUND ACCOMMODATE PAS CLEIANS.ONE TO PRESERVE SIGHT LINES AND .i...vne.,...... w..+...........A.r..,.+d.r.,......,.....e \ \ STR CC1w .-....a \ \ . - • g . ..•.,... a. ... LANDSCAPING CALCULATIONS. w TOTAL CT A 90B AC): J9.552 SF al L TMP 61-129 \ tANLPr RE D .L955 SF 1 A 13 me.-ray.r..r."..^sr.,..er.....r. \ N/F J.C. PENNEY PROPERTIES,INC \ PROPOYD NEW CANOPY 12,461 S• z ' Imsaloaft. \ DB 1908 PG 726 DIVING TREE CANOPY TO REMAIN /6900 SF 1-' D ....r ...,......,.,,.w......r,r..r.r.>.� __ TOTAL ON-SUE TREE CANOPY 24261 9' !'n - DB 4355 PG 625 per.-, -.r'+u.:•.'..•.rs.r...•r�^"r"°."'•"'^'r'. I TOTAL EMIR FOOTAGE Cr PROPERTY FRONTAGE: 160 IF J T TREES- rW D.r.......As...+.mimed rrP.e Ar.Gr.,va.-1,..v re gm..-..r.cr V TOTAL STREET TREES REQ'ARED(1 TREE PER 40)=4 TREES LU .. • o.�y���r��r4rr'_Y..�.ry�r.lmy. � \ TOTAL STREET TREES PROVIDED= s TREES [ J _ .rro.,rT. MIER[W PAIBTMG CALLT,4A BONS O C44 (.,A w Bi .r.r�.r..r.+r.rr..r.rr.r.....��r.....r+..,>r.wr.r'•.r' L METAL ARROW TOTAL/EM PAMCMG AIPEAS AND TRAVEL WAYS=S.I00 SF v J -+r.e.•.r.d \ IRON TOTAL MIERYX7 LNOSG/FOYG REWIRED ls.T)=2s5 SF "r /• TOTAL INTERIOR LANDSCAPING PROVIDED 943 SF " �.v`�......�..r-w-.r r.__,_.........,r..:�. ,.,.,.. \ WITH FENCE ......sr........... ...• r...rrr+...s.T..r....�.......' POST OO (0.77' VIER OF o......-.e....".....*e.nge.r...-�r L CORNER) N ff , xnra ra,�R•. ...^ CIiAI'IitC SCALE; 192036 6/0W2020 \ • SC1RF ( It- PF.FT) SHffT NO •:' \ I inch= 20 ft 7 STANDARD UGHT1NG DETAR. Type Na StteLyter Serves Luminaire Schedule s bol OL Label _Arrangement Ht. Total Lumens LLF Description o ,tJ�' AFL Gamma No___.-.. Direct Pole-Mounted LunRWn YR Y Lamp p a,5 S j ice Nwro Horizontal LAW S 1 SITELYTER SERIES POLE LIGHT 20' 4000 1.000 SL-H-40-3-PNlt-OM-B �T 6 roorc onres �4� _; fjC APPLICATIONS WS1-]' 2 DSXW1 LED WALLPACE 1S' 3000 1.000 NF23-9L-3E-UV rOOcCANITES •SSCOTT R. NSI ,nine...d.......... """"""""""""' WS2-1' 3 l DSXN1 LED WALLPACE 15' 3000 1.000 WF23-18L-3E-OV v.I.ic No. 0357911. easTwlenos _ NOTES. •, D6/09/20 4" ...r..r.,,�r EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,O OR MORE IMTUIL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE ANDWS 0 LL SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING PROPERTIES AND AWAY FROM ADJACENT ROADS.THE s �orONAL °FRCS SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND ADJACENT PROPERTIES SHALL NOT EXCEED ONE-HALF FOOTCANDLE. how..�w ow.wse _ a.ALL POLE LIGHTS SHALL BE 2o'FROM THE GROUND TO THE PROPOSED LIGHT FIXTURE.THE au INCLUDE!EIGHT SHALL THE BASE OF THE POLE. ' "au, SEMINOLE TRAIL - ROUTE 29 3.ALL LIGHT FIXTURES SHALL HAVE A FLAT LENSE. ELECTRICAL �.� 4.LAMP TYPE SHALL BE LED WHITE LIGHT TO CREATE A UNIFIED COOL +��� o: VAR. WIDTH PUBLIC RIGHT-OF-WAY WHITE LIGHTING ACROSS THE 5-FIXTURES SHALL BE BRONZE IN COLOR. PODTtA'oL6 FOOTLArcrfS (HIGHWAY PLAT BOOK 1 PAGE 227) 0.5 mOUNTII I _,� POOITAImOS • coon,9L•eismo* Now In TannoLanneriNnon LWOW. 1.-`T MARRAIRTANTIMOSPROPOSED ROOT I.RAV • ❑ ❑ ❑ ElT • ❑ ❑ ❑ ❑ / Z 6 t "" ew maw k ..re Hra.sm w""""` ia"`v. -___ -__ "-- - -"- _ _. _. .. _.._._-_-...____ _ -._-- -_-_.. __. _ _ - S- Sr-Jew--S'--_ hr - _.y=_-.s -_-. - --' _--' ( S /A III ;a nf r ..sir ..^+., few- ' i-- Sr-- T- Iaoa..a.ramrsrew,.a Sr_ new........... _ -. / _ _ __- - _�^' \ N i�..`.`ww-.new«..w �\l St - - __ i� • ACIEmtagartar - _ \__ -- -- o.0 0.0 0.0 0.0 Q.p 0.0 _ _ . . �I Wall FMuo Ro od Wall FMoot Round 10'KIN.PARKI G&BUILDING SC r BACK 3 SIsa1L,W Cutdi Line Snniaar Irk,u,Rand 9,alow Cattil Face Surface Mount,Round I r - �.- m ION NOHOW ,_. ... ION LIGHTING • ,•W- •. 0.5- , Type: w APVon 'Mn A,f: P.a.Wa.e� At pti_,., -0.5 Catalog maim - fem , .fnn^ , . , ��� _ w Standard Features ._ • ENFIn ss i,i 1.0 0.0 Specifications INI•artr Law'mv ca*aaP..a Ram, wF„ __ _ l� s..ra.�r.n'1ie°e.�a+.�raDiw.+swe ^�,s K - _ �.i 0 • rr..rnr o... o.�w mrn ca a.�n al, cW.w..Wmr ...� .,.,..-,-.. Lind and Lire ad.. rr .ON tin ..�..�� - - T' - r -1 w.- ay amen tn dn.., ��..r.0.rr. .uPw, WNW - - 0 r :r `r�bd a•,.-�,,�...� ,..“fiere . • Sl WS2 30'MAX.BUILDING SETBACK N _._ ILP....La Ninrsin o'm _ I M M is qr VOL. s uo r..�vr �.a".c. - --1 - CO .m.s6 4ml'.e n.zdl O. ..,SUeb mL.YO r,mcar�a.a;,le n.mo . obb 0- 0.5 + NNW ,�new�.N. .L r Lino.Lea.. HMO Cain ELK or .y+m.a.wm FILLS.„'r< wr IWo� �..,. Bid WA'power,Olt �,NE I CO ,CEl W, a PROPOSED BUILDING 0.0 'I�� p-p o J `1` r���.;�. R �. �..,,.nine .,� r.. .��d'�a�. ENVELOPE - PHASE I W ° Z col.* OpWINw Features 1 '` > r L nna trod.b� M 0.10 ACRES ¢ i O.L..iw w THESE FIXTURES ARE MINED N THE ,, E a.�.l 1202 ram r_. WS1 W LL 'I' DOWN POSITION c.•.. -- --------H - �1 Z rJ� Stab.cw WS2 WS2 ci > Z r 14 4::::) I�.w,....�" 'r i s....I 0:4 0.0 LL d .a.. - "W=: -s err.._ ea m ma r� + 1.0 �: O Z 0.5 1.0 Z Q OJ foe = 11". wan Mount t Wall Fonns,WF23 J _ 51w8ow C..tas Face SGEa Mount,Round Sh,llnw Cutoff Fxe Surface Mann,Round 1.0 PROPOSED P/L ,`a.\' Tow a,a- ...,o..ea.". *Maas j Mc ..F,., 1.0 i aces nuatur:..,.x,.. - - {�._- - U - 0.5 •r �� 0.5 W I ..., , .� i ar.3l5.e Features ono .. �1 ono In F" ce .vier ..004 .a. .. ,,.WIN. We I W x Specifications .""+.+."..°"`w•.. ".--.adw..arr�.., ® 1.0 ...1 Z v) m - ...mind• Mime rd.rn v.rw.....*able \ s rd r LELa own,..e.-...emm \\ Sisiiiiiiiiii er" d+�.. MAW '- ;MAW PROPOSED W M ��\� �N. DUNPSTFR WITH Z 0-' mIlLudn�mr,'......m...,,.. rnaa. c,aamr NM offs .d:n CM sins .d.. .., :w ENCLOSURE cl) ta_ _- ;°"" m'"'edlog W ae ter'.heallaiie: - LLJ TMm �.w....m. jF_ .a,re-Of a.f..^.�NY..r n .,f�ram w.w ..e r a�rw�.r.. • wr cl: .a orr.W Vn4>�4 nW..•a.we Lev.. pip -----_ 1�- J/ _�t 0.5 !1 (24 u I yr.w"�fN.�ei.'�'�i3l�x 4R0 �,'^nos 4'r.�CNN CIS 7R C,{ =�1=Q / V.p 0 (/) .. 7 Ot MMMS AMYL AIL 90LAY CL CO aW.W A1.i.u...Tm.iWr aidlWlera. // V 0'. h .�.rme.rmr o..farrefW � �� PRINP.. e.r a. �.ma .. . .LAI vim COMM a" d: o. o'.'.� U o G _ Pm.NE, Optional Features II Fit, TIESE FIXTURES ARE AIMED IN THE '� N NO3 DOWN POSITION. hag >i f�/.rd�er.raw.rmv.r. ur rz _- griii • urgr J09 . - 192036 • GRAPI{IC SCAI.t. = Q I a tr.ae • i ..r. .t a i nc..s{ 4' 1"-20' 0.0 a, e . .R SHEET NO. -- onia l•LareasaLnW,s mm....aL, rnrW .-nnn/LL Ln/anT a.a..e.a ore scan.en Loans �.LLL Fan p r O . c