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HomeMy WebLinkAboutSDP200900018 Plan - Approved 2009-06-12SHOPPING CENTER L ALBEMARLE COUNTY VI RG; I N 1A I =5�4 a lobs M" -0-FT.0" - gst Nib 0 -N, -3. g] "!"P 44, "g." "V"M �V -'r- "P, "N" L AVE"w"g JR. a rpm sj� MR, 'A I ra D q ? !21 .4 g 65. t z ;T, �S -,5W .71. V 4, - jj! a p g? - M-1 61 aw. x i'M - i ze x FIR", commission date 5 5EFT 11c1b revisions 15 NOV 1c11::f(2 4 r�)C-c ICIC16 10 DEC MCI& & f=r::5 1,�ell 15 APR 2002 2005 MAR 2005 15 APR 2005 5 JUL 2005 -7 AU6 -2005 25 :2005 Ir-1 JAN 2004 5 r-r=5 2004 20 f=F-5 2004 15 NOV 200a 241 JAN :2001:1 20 t=F-15 200CI 5 MAR 2OOct 20 MAR 2OOct ypo Reviewed and Approved by the Community Development Department INDEX SHEET Date__0 12- )Oe7 SHEET 1 OF 6 Filek___�, FOCI — La Signa", re cm G:\Blueridge\Master\8heets\AO.dwg TO GROZET RT 240 �TRAPf=IG LIGHT RT 655 634 630 628 626 624 FIRE MARSHAL DA PLANNING DEPT. DATE .ZONING DEPT, DATE ENGINEERING DEPT. DATE INSPECTIONS DEPT. DATE ACSA DATE RT. 250 (ROGKF15H GAF TURNF TO V�A"'rNF_580RO 77 RIDGE7-7 aY�HUIL;DERS SUPPLY /5T GE . . .mARCE�: 1io a, SLOPE: 1/4." PER P-O" TAX MAP 56 PARCEL: 110 .PARCEL 110+ , SON I N(5 DESIGNATIONS (HC) HIGHWAY COMMERCIAL (RA) RURAL AREAS NOT TO SCALE DEVELOPER: BLUE RIDGE INVESTORS, LLC GREAT EASTERN MANAGEMENT COMPANY,MANAGER P.O. BOX 5526 CHARLOTTESVILLE, VA 22905-5526 CONTACT: STEVE HOPKINS OWNER: PRESTON STALLINGS ARCHITECT: SHANK G GRAY ARCHITECTS 510 EAST MAIN STREET CHARLOTTESVILLE, VA 22902 EXISTING ZONING: HC (ZMA-89-03) LOCATION: WHITE HALL MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA SOURCE OF TOPOGRAPHY: ROUDABUSH & GALE, P.C. , TRUELINE SURVEYING, INC. AND ALBEMARLE COUNTY SERVICE AUTHORITY SOURCE OF SURVEY: ROUOABUSH & GALE, P.C. ADJACENT PROPERTY OWNERS: TAX MAP 56 PARCEL 109C: THOMAS E: MILLER or ELEANOR RAE IRVINE RA ZONING, RESIDENCE PARCEL 25A: KEITH IGNOTZ RA ZONING, RESIDENCE PARCEL 111: EDWARD A, HUNT RA ZONING, RESIDENCE PARCEL 10761: KING SOLOMON'S MASONIC LODGE NO. 194 R1 ZONING, FRATERNAL LODGE TAX MAP 56F1 CLOVER LAWN VILLAGE PO -MC -ZONING MIXED USE DEVELOPMENT ADJACENT PROPERTIES CONTAINING STORM WATER DETENTION FACILITIES: PARCEL 110A: PRESTON 0. STALLINGS HIGHWAY COMMERCIAL - BLUE RIDGE BUILDERS SUPPLY THIS PROPERTY IS WITHIN THE SOUTH FORK RIVANNA RESERVOIR WATERSHED THIS PROPERTY IS NOT WITHIN 100 YEAR FLOOD PLAIN NOTE: EXISTING CONTOURS ARE AT 1'-0" INTERVALS ON THE NORTH (FRONT) SIDE OF THE SITE AND 2'-0" AT THE SOUTH (BACK) SIDE OF THE SITE, ALL PROPOSED CONTOURS ARE AT 2'-0" INTERVALS ONLY. PARKING LOT g"!A /� GORY gIAI FARMS < q S► 5V IVISION : ll'' I •T,M. 56F 10161 II ±440' PIPE -- I Pin BU I LD I NCB "B" 'ARK I NO t'-wE C TIN A -A I/ 11 _ I I-Qll PARKING CALCULATION SHOPPING CENTER IN HIGHWAY COMMERCIAL (HC) ZONING BUILDING A C D TOTAL GROSS FOOTPRINT 42,701 11, 317 2,524 56,542 PERIMETER WALLS 1,187 428 247 1,862 NET FIRST FLOOR AREA 41, 514 10, 989 2,277 54, 680 PARKING _SPACE REQUIREMENT FOR 54,6BO SO. FT. _SHOPPING CENTER: 4.75 SPACES PER 1,000 SO, FT, EQUALS 4.75 x 55.363 = 260 SPACES PARKING/STACKING SPACES PROVIDED: 262 LOADING SPACES REQUIREMENTS: 1 SPACE PER FIRST 8,000 SQ, FT. 1 1 SPACE FOR EACH ADDITIONAL 20,000 SO. FT. 2 TOTAL 3 LOADING SPACES PROVIDED: TWO LOADING SPACES ARE PROVIDED AT THE LOADING DOCK BEHIND THE GROCERY STORE, ONE ADDITIONAL LOADING SPACE IS PROVIDED WITHIN THE PARKING LOT (SEE PLAN). WINDOW ADVERTISING: NO MORE THAN 25% OF THE WINDOW AREA VISIBLE FROM THE ENTRANCE CORRIDOR SHALL CONTAIN WINDOW ADVERTISING. TRAFFIC SIGNAL REQUIREMENTS: SHOULD THE NEED ARISE FOR A TRAFFIC SIGNAL ALONG RT. 250 (ROCKFISH GAP TURNPIKE), IT SHOULD BE PLACED AT THE INTERSECTION OF RT. 250, THE SHOPPING CENTER ENTRANCE AND RADFORD LANE. OUTDOOR DISPLAY: A SPECIAL USE PERMIT WILL BE REQUIRED IN ORDER TO DISPLAY OUTDOOR MERCHANDISE. GROUND -BASED HVAC ANY GROUND BASED HVAC EQUIPMENT NOT OTHERWISE NOTED SHALL BE PROPERLY SCREENED FROM PUBLIC ROAD RIGHT-OF-WAY AND ADJACENT RESIDENTIAL OR RURUAL PROPERTIES IN ACCORDANCE WITH SECTION 32.7.9.6C(3). ANDORED) - U g8 1 g8G DRAIN E BASIN Wit= GLOVER�_J-,' ' LAWN VILLAGE -- T.M. 56FI \ -t f I'FLU ffmTfm L \ I I 10'f G 106 1 � � 5ECTI0 - I FOR YARD I -" �--- -- -- I I OA SOALE 1 = 200' I IOA F00 POND D N6 A R G (P D SU AGE( Ooo EV TI I " zz 200'-0" PARCEL IIOA 15 5UBJEGT TO TH15 SITE PLAN APPROVAL n SM-9.5 A tY IM-19.0 PROPERTY BOUNDARY GRAVEL 5HOWINC7 AREA OF 21A MAN MADE SLOPE IN EXCESS OF 25 PERCENT, ALL AREA OF CRITICAL SLOPE WA5 IN THE AREA THAT WA5 COMPACTED FILL 5HOWN DEVELOPED IN THE FORMER 51TE PLAN AND A WAVIER FOR WORK IN TH15 AREA HAS BEEN RECEIVED. PLANTING AGREEMENT B 1. THE APPLICANT ASUMES THE RESPONSIBILITY FOR THE COMPLETION, MAINTENENANCE, AND REPLACEMENT OF THE WORK AS OULINED ON THE PLANS SP1 & S02 ENTITLED BLUE RIDGE SHOPPING CENTER: AND DATED 7 AUGUST 2003. 2. IT IS UNDERSTOOD THAT SHOULD ANY PLANTING ALLOWED UNDER THIS AGREEMENT BECOME A TRAFFIC HAZARD, IN THE OPINION OF VDOT, AT ITS DISCRETION VDOT MAY REMOVE SUCH PLANTINGS. IF SUCH PLANTINGS ARE REMOVED, THEY SHALL BE REPLACED ON -SITE. IF THE PLANTS CANNOT BE REPLATEO, REPLACEMENT PLANTS AT THE SAME SIZE AS THOSE REMOVED, SHALL BE PLANTED ON -SITE. PHASING A HEAVY LINE INDICATING THE EXTENT OF PHASE I IS SHOWN ON SHEET SP2. IN ADDITION, THE FOLLOWING VERBAL PHASING PLAN IS PROVIDED: PHASE I SITE GRADING, RETAINING WALL AND STORM WATER MANAGEMENT FACILITIES, ALL UNDERGROUND UTILITY MAINS, ALL PARKING LOT LIGHTS, PERIMETER LANDSCAPING, TURN LANE AND ENTRANCE, SERVICE ENTRANCE FROM B.R.B.S., BUILDING A, BOTH N-S TRAVELWAYS THROUGH SITE, CURBING WEST OF AND IMMEDIATELY ADJACENT TO THE WESTERNMOST N-S TRAVELWAY, AND ALL PAVEMENT, CURBING, SIDEWALKS, LANDSCAPING, ETC. TO THE EAST OF THAT TRAVELWAY. IF NOT PAVED, THE BALANCE OF THE SITE MAY BE TEMPORARILY GRAVELED (2" MINIMUM) AND CORDONED OFF TO PREVENT ACCESS BY THE PUBLIC. TOTAL PARKING IN THIS PHASE WILL REQUIRE: 4.75 SPACES PER 1,000 SO. FT. EQUALS 4.75 x 41.514 = 197 SPACES AT LEAST 197 SPACES WILL BE PROVIDED. PHASE II EITHER BUILDING C OR OUTPARCEL, AT OWNER'S OPTION, TOGETHER WITH CONTIGUOUS LANDSCAPING, SIDEWALK, CURBING, PAVEMENT, ETC, TO MAKE THE TOTAL PARKING AVAILABLE AS REQUIRED BY ORDINANCE. PHASE III THE BALANCE OF THE PROJECT, IF ANY. CONSERVATION DURING CONSTRUCTION A PROTECTIVE FENCE WILL BE PROVIDED A MINIMUM OF 25' FROM THE STREAM AND NO CONSTRUCTION ACTIVITY WILL BE ALLOWED SOUTH OF THIS FENCE, EXCEPT PLACEMENT OF RIP -RAP AS SHOWN ON PLAN. NOTE THAT NO TREES ARE TO BE SAVED NORTH OF THE RETAINING WALL, EXCEPT IN THE 20' ALONG THE WESTERN PROPERTY LINE. TABLE OF..SITE DEVELOPMENT COMMERCIAL SPACE 56,542 S.F. 1.30 AC AREA OF PAVING 122,846 S.F. 2.82 AC AREA OF SIDEWALKS 9609 S.F. .22 AC TOTAL AREA OF IMPERVIOUS MATERIAL 186,997 S.F. 4.34 AC LANDSCAPED AREA 80,597 S.F. 1.85 AC TOTAL SITE 269,594 S.F. 6.19 AC O G D ALL OF TH AREA HI HIS DASHED LINELL. D�Ri'k' O T 15 P ND. P D DTO LDUPT T R TIMES THE A T O WATER E 55ARY ..ET RE UIR ENT5 OF TH V4AT QUALITY O INA FO THE E 6E 5HO N6 G NTE BLUE ID6E BOIL R5 5U LY (I NCL I NG EW S ORA ARE VER L N AND TH POR ION OF U.S. T. 2 WHICH N . D IN 6E A EA. PR 05 UI TO ET O INA E EQU MEN TH 5ES. 9T Ca � T ICE THE AMOU T REQ PARKING LOT PAVING NOTE: SHANK a R.AY ARCHITECTS 510 EAST MAIN STREET CHARLOTTESVILLE VIRGINIA 22902 (434) 295, 0131 (434) 295 0338 Fax � ALBEMARLE COUNTY 1 VIRGINIA ROAD I MPROVEMENT5 N HIGHNAY RIGHT-OF-tNAY TO BE BUILT ACCORD I N6 TO V,D.O.T. SPEOIFIGATION5. EXISTING WAIVERS CRITICAL SLOPES - B.O.S. MARCH 1 1995 LANDSCAPE BUFFER - B.O.S. MARCH 1 1995 (WESTERN SIDE) SCHEDULE OF LANDSCAPING LATIN COMMON DESIGN SYMBOL NAME NAME SIZE QTY CANOPY (S®. FT.) L1 °�° LAUROCERUSUS commission PRUNUS OTTO LUYKEN LAUREL 3' — 4' 36 00015 L2 0 KURUME AZALEA RED AZALEA 24" 107 date (HINODEGIRI) S SEPT IcfQ& L 3 U CORNUS FLORIDA FLOWERING DOGWOOD 5--6" 43 6685 revisions L 4 0 CERCIS CANADENSIS EASTERN REDBUD 5'-6" 25 9900 15 NOS/ i� Q • 4' DEC L5 PLATANUS ACERIFOLIA LONDON PLANE TREE 3 1/2" 29 10,672 10 DEG 1� Cl& ���..�/// OR WILLOW OAK ' 6 FEB I�q7 L 6 + ZELKOVA SERRATA JAPANESE ZELKOVA 2"-2 1/2" 14 6880 15 APR 2002 ' I FEB 2005 L7 QUERCUS PALUSTRIS PIN OAK 2" —2 1/8" 10 3690 6 MAR 2005 • 18 APR 2005 L8 PINUS SiROBUS WHITE PINE 5'-6" 3 357 . 5 JUL 2005 L9 JUNIPERUS EASTERN RED CEDAR 4'-5" 30 480 & AUG 2005 VIRGINIANA 25 DEC 2005 L 1 0 ACER SACCHARUM GREEN MOUNTAIN 2"-2 1/2" 5 840 1cl JAN 2004 - ��rr�� GREEN MOUNTAIN" SUGAR MAPLE 2 NOV 200-1 L 1 1 ;c� ILEX CORNUTA DWARF BURFORD HOLLY 24" MIN. 44 5 MAR 2005 "BURFORDII NANA" 10 MAR 2008 L 1 2 ;' TAXUS BACCATA "REPANDENS" ENGLISH SPREADING YEW 24" MIN. 44 GI JAN 200Q L 1 3 `'t�' ILEX CRENATA & CVS "GREEN LUSTER" 24" MIN. 40 2 q JAN 200q HOLLY L 1 4 } ILEX X ATTENUATA FOSTER's HOLLY 4' — 5' 12 528 4' MAR 2 0 Cl FOSTERI" 25 APR 20pq L 1 5 @ BER13ERIS X GLADWYNENSIS "WILLIAM PENN" 24" MIN. 28 21 MAY 200 Q "WILLIAM PENN" BARBERRY L 1 6 � FESTUCA.OVINA HARD FESCUE SEEDS ��- —• VAR. DURIUSCUL S 1 T� P L A. N L 1 70 JUNIPERUS EASTERN RED CEDAR 6'-0" 4 64 C 'i f 1 C S H G 1 V I^ SHEET VIRGINIANA L 1 8 JUNIPERUS SQUAMATA "BLUE STAR" SINGLESEED JUNIPER 2`-3' 2 TOTAL 10 YR CANOPY 40,148 S.F. TOT L SITE — 269,594 S.F. THE CALCULATED 10 YEAR CANOPY IS 15% OF TOTAL S D n NOT INCLUDE THE CANOPY OF EXISTING VEGETATION TO REMAIN ON SITE. �JJ J G:IB LU ERI DGEIMASTE R\BR-SITE-HT-BBT. DWG ..... .- .... .............-.. .. _. --....-I ........... ...._......... ...... _.. I I ... . . _. _.... I I...... . ........I. . ....... ..... . .. .. ........ ... I .. .... ... I...:--.... ..... ..... ..... ... .......... . / ...... r I N / Ua S. ROUTE 250 ' ROCK r I %O �3 /6� 0 & �� FISH CAP TURNPIKE) srAr Roure 2�0 - - _ ,�y °� """...- r..-....� a-b ET �OX `V1 ' (oo /v4 / \�' I / --- EXISTING EDGE OF PAVEMENT ----- I I - � - - _ _ ,11 -.� I 3 --�v X Z)0- -� _�_ -� - - _ _ .A.� "� "' PAVEMENT TO 8E MARKED TN ACCOR� -07 y lS a7 ` - - - . �' -.. �- -- pANCE WITH VDOT INSTRUGTI NS �' ') , I �I - .. -_� _ / � - - _ _\ ` -� 300' FULL WIDTH (12'-0"� � � �. �....... ��- _ _ STC�HT DISTANCE SIGHT DISTANCE � a TURN LANE PLU-S-50 ~ fi�tpER- (PAVE EN7 SLOPE 1 /4 ° PER 1 ' ii� +804 FE1 T 1 pop FEET �` PAVEMENT QESIGN SPECIFICATION IS SHOWN ON SHE T SP2 ADD (9) NIN T _ - _ _ _ BARBERRY (L1 )I PFPOSED ADDITIONAL LANDSCAPE SC - - AROUND �3ASE ! N / -\ ,\ '�"� -1 ����� \ \ \ - ____--632 —1F�37-� —E'X\ DI (COVVE TO MH TOP) T - SECTION THROUGH R0At7/PARKING/6R0CERY ± 440'DISTANCE BETWEEN EN, TRAN — CE S /- REFINING `'"" (4)' -0" VIRGINIA CEDARS (DESIGNATED L-17) (2) 2'\ - FIRE HYDRANT �'�� 1°®.EXIST - _ OF p F��DG� 633 OF SIGN w - _- \TO 3' JUNIPERS (DESIGNATED AS L-18) PROVTQE bINCA MINOR GROUND COVER WHERE THE _ 1 - - - - ^ - CALCULATED - _ EL 1 N7- _ _ � - - _ _ - -� 9 SLOPE EXCE 630 _ _FIRE -OW= - - _ . I-,---------------- 255g GPM , . _-._ , - - --_ \ EXISTING AND PROPOS ' ED EDGE PAVEMENT - ' \ _ ` S S8° _ \ - _ _ - _ 11 ACCELERATION LANE / O L1 15 57" E 646. 12' L12 13 I _ --50 G-2 '(tYP) MONUMENT- L (st E sHEETIk4) ' W' ' . , r _ _ , 1, `r. 11 U a S. ROUTE 2 0 EVRANCE T (R D C K F I S H O A P TURNPIKE) BENCH MAFK'' / B ILQING SUPPLY L 11 L 1 1 632.88' / ' L11 _NAIL IN- PP - - ` - - EXISTING L1 EXISTING CURB TO FIRE BE REMOVED HYDRANT :.: �, F * ®... PgINTED A - �' �.. - �, T - _J - ::.; BROWS _ 1- - L 62c - +L5 *. E 5 + - ---".., _ _ f L13 ` o L5 1 �W L3 = •-----35-'-0,_-- - �s \ �__ a .._ 88 0 6 6. -- - - x E 12' L17 A =-� �x* \ \S x * - _ - �A ` -`` A L2 g' O, 9 •. x x*. 1 _ __�- ° 6 L5 _ a � � x* r �. (� 32 "PAC S @ 9 �A p ` � \ � -• o° BED \ \ - w \ 2a8' 4+ 1__ I V 9 + \ > \ CG R PA v . I L 2 1 r x x x '� - - __ _._ _ _ v 5 3 L ' - --- - -. ::+: I L 1 1 12 2 � I L I ' _ , -� + \I I L9 \ \ 1L5 p2A `628 \ \ o z i ? i \\ 30' BUILQING SETBACK LINE` _ L5 � f I L >lc j +� - 4` j + W L2 = r " \ I I I 6�� _ - i Q _ I — I ET ,/�) - � L % Q \ \ a CL \ I, . I ` ' / � N 631 o .ilr ! •<N!'e r• <� �,....<.yr, �'r' . y a < ( lu:i ,T,• -� .r `; x J \�1' �. \ \ 1 \ ( / L}9 '' _ _ _ _ I L6 62g \ \ LOW MITT NG\AN FUE c\ I r - I �t''o --•� N \ I . - U- *' EFF CIEN \ ° (�' PAI �C NG (4) \ \ \ 27 S CEs 9' E 3''_pi. � - _ ( FLOWER _0„ - L I O > \ 1 L92 ,`' I L� BED , 32 \ - I BLUE RIDGE \ �, ! 1- IP 11 - ® 6z� + 623.47' / BUILDER S SUPPL -_ I 1 I L9 1 � _ `' x : ,3 %,: I _ 62A L5 \ \ L2 I I - \ 1.► � 9 ~ _o ON,,CRETE SIDEWALK _ 0000JEN : I I w - 0 \ ` \ �� x 0 �... R _4 + -F Q I \ ` - - - - - - '5' CONCRETE SIIaEWALI( I 1 u-MMUNENN00HOHM • / - ,. L7 - \ \ 632 \ • .. I a;\:. `\ 1 + , - - ' J C� IL�I1C.�� D+ ��II k '<''I". ; PHASE NE L6 - \ , � \ \ I \ \ \ \ \ \ \ I L - - - _ PAINTED WALKWAY __ (� %L�� CG 6 \ I TO BLUE RIDGE \• I c4 1 \ "s'' 1! U SEE SP FO DRY PAN L2 I _ _ DRAIN LOCATION FOR �� a ,•�:', r• Y a I N I a" CG-6 EXTERIOR EGRESS RAMP. - , LBUILDERS SUPPLY •I ¢ m `� COMPLE E .r D Y PAN L + \ \ - . I R �;.;.;; I R TIE INTO STORM LINE L • 'It."I.6 I �c I ' I \ - \ _ t.4 DESCRz TION N f h L4 0 EN IN \ `. ` , _ ELEVATION @ 625:67' z ��;.,.__ - I o I- - - -`� -- -- ------ --- -------- _---_- _ co ,, Cp M. SA I7ARY .\\. `\ \\ _ R00 DRAINS- I V. r a 1 �i< ► �� -- _cG-6 �, s z '` \\ ''--------- - - F zlvs/ ( L2 . �.'a.'6) • .'10 \ G-6 - I L 1J 1,­1r - t\ \ \ \ ••. N - r � \ �.,.f.\. - _ `''`� I L1 L1O �````_.-~. f ~I I .\ 11 \ \\ I f EASEMENTCWILL \'. rACK \ fi ` q KING , , , �' \ BE RECORgED FOR . '. A . � �'r l AND <;' •< •,; , .: ' G ``` ,�,�,' I + + ~ o ' \ \ \ _' • •�•�,••�.�.,< ' L5 2� °b° 9bpc 9b ObC Vbc ° V V Vb°� Vb9 vv�V V 9 9 V9• VV V9 — -�. ` ~- \ ` \ \' \ PP � � 1' _ NDISTUR ED � '�' ' ,.�• i \ ,�i., i� � Cam. v� ° v'4c v4t db vb• vb< ° ° vvy, ov obc oh °v vov v� vv vv v 5 _ �A w `• \ 7 SUPPLY \ '\'i \ ♦' ♦ ♦ a; r, c� v.- v ° vbc b• vb• vb obc ° vb .4c °°o v°bv, - 7 x w ,` \'_ tJ�„~ \ \..��� Q'.�. - BUFF \ Q S 9 -0 .I - \\-------- ''� �,.�•� . �. I 0 L5 -f ss` - Co i N' -° 2 R _ I -� /�J \ \ \ \ \ ' :..°.,v,` .� .\. y -,r• a,• - - - -. - _ _ - - -S- - - - - -6 _ - - - - I - - - - 16 SPAC S @ 9 EA - 244 0„ CG-6 Q I _ - ,NO ROOFTOP, EQUIP - T IS VISIBLE FROM THE E.C. _ - - �: -._ - "--:�!.rv±L�>aaa. .� r •\r - Q - - - --- ------ --- --- DRY AN B �_ _ - _ -632 •� �.. ; ; r ;, . .-. • C �+r.'.'. y - ` \ 627.33' PROPANE TAI�K�" :.t • _ r T. -r'T - _ •ter' �' sr w. aw a. �' �c �1 - 62 - ! J - _ :-�• - -- - - -- - 0.i- z __ w - :' - .. .- , _ .. _- - ----------- -- - w m- - - Q I K C NNECT GEAR L w ,. �+r��y _ _ \ 0 _A _ . SPH . Ll'r .1. A o _ .' R I ,,:. K N(�-+ � • r-� ��` LaT a m ,y. ��•' I _ •� _ • • • • r • ••I. r r7 7 \ 1. _ \ I c Ul .L =•'•_ - r — - - - - _ - _ 3 • y. M'' 8 \ '�• 'J' Jy .�— ^ •-.- • • • • r"Y .1 __ I+' ' _ _ - _I w _ _ U GA 3 _B �L I N o _ _ q �r _ N_ --:.------- -. - - - - - - - • _ 1- ram,1.1.1. :a : 2. _ % _ - '�^ r - • L• L _ \ 42701 1.0 T11 - r.'r '.-- RA FO Q••. - - �. �.:.•. S RM _ ,�✓ ' v L II - _ m' \ \ 3 _ .•� E - - 0 rt • _ B .. - ,,. HI� 26.5' ,CG '2- •T. • r•r _ - �- ' / A '^ i2OO ,. ' Lr mac/ - rr • • •rrr • •• • • • • /� .w \ r' r _ �r - - l'. �!, M • r•: ••r 1 W'• '^ �•1•' •'ILL. . M � ' 4..� .' ^. CONC E r . T.. _ _ _ \ rn lP.' \ 6 a 3' 4 JI - �I' 'At�D- r .. ... 111- t.il... '^ '•�, •T• t^ - • • • • • • • \ ti 9 _ 11 __ _ C - - R T 1. r. 6- - - 11L DE J ,:� ... 1. \ r wAJ KI/ -- - Tr- ^ �'� .'r • ! '1• _ \ I' / \ _ AG' ,' ' — _ _ / Tg , ,� " — - ". " . — �fl— .T • r • . r • ♦ • • • • • . r r • • r • . • • • • r • . • r r r • r • • r r h r-Y r • .r-• i y • '\� • - 71 r r r _ r,�'r \ _ 3 / r1.1.%1. � '�r . { 2 _..1. 8 I ' .� :a l _ 1�1/ _ ? ^ _ , _ .\r r 11 \ ...• •r •..••••••r • •• • ••r • ... T _ I _j- % (�, .y _ I �v / . ..%r �'V• �'rO�r7rJ• t r _ A _ • . • r '�. r :�••�. ® _ r tit '�; • ' \ _ - _ _ - ,�/ / � - - - - _ _ _ _ _ .. r r •••-r'• • r • r .'ti . r'\,' \• • \r'\�•'�i ,,• _ r r • r • i�, r .'r \ i ' _ — — - -� \ JI — —. • • • • • �i ,•ate— • . i�'•'�• • — • •� • r •Tr yr' +T•� _• r' • _ _ 4�. / �o C G 6` i.' ._. ;�.. L7 BUILDING C _ _ _ - \ I :'�::: �� , I - - h - DR-Y_PA-_-- - - - -_- ..... -. .-- ..-r_ \: '-., r _ r 1 _ g• _ ___ �. - I _ _ —1-1— 317— S. F* ,x � — — — — — — _ ��';' _ d• �\ _ _ _ _ _ _ •� • - - ^„` _ _ _ -- f \ - - - - _ _ _ r . . . .. • r . . .`..•: •'_ .� • 'r1 � :\: ••,1 . .. . . . .'T • r . - _ _ �• J-0 _ _ - 7 - _ p _ _ \. \'r ... L. ': ;. '� Tr' y .Y rr \.ALL 6 VE - - - - - - - - - `r �: � .'�;' - �,.I_ __ - /\ _--- - _ - R _-c�-____-_ - ---- ----- . -- ___ --- .•... .. • •:,_ ;%..:�'i•.';..`•. .\,rti.:.'� _, -. CflAC,:.�er .:I.•• �.I PAVEMENT / _ - - - SH I - - - - - - - - a - _ _ �.. .�..,. :1 i i.;�.- - -: :\,. FINI -- —_ ... --Ln - - _ / _ _ - _ _ _ - �.�:':4 .% ROOFTOP HVAC EQUIPMENT A 5 0 I H a - _ _ H - I B - -- - --- �:. r. �. J _ - f2- AG & .... .... ... r ;.:,. ` r. - ,.tea. - . :fir WILL SE SCREENED FROM NI 0 TOP FLOOR 621.45 _ 2 He @ A _—� a .•. ....'...,:....�..�._. � — .. ,• • ': � : a T OF WALL _ - I r 1 622. CRI ICAL .• ..' , .::, .^ <:'.. :T. .:T ... .. -, ,,.".`;..... _ ROUTE P50 L - " _ - - - - - - - M.H. d� ' 0' -6'i SLOPE , . , .' -. :z •? '?4 1^I �'%�,' ' . :; ' . \r _ j - �D� �� II� -1.-f = I - ----- \ ---- _ .. ,_x .. ...... t� _ S ION _ - -. ---- - _ EXISTING CD I \ r - ' - 6�5 I 12 C s & 2 HC @ EA =1a5' o" LT,' ,_ , � ALL EXISTING. VEGETATION, NORTH OF THE RETAINING - - - - -fit _ tg MAXIMUM BUILDIN-G � _ ° -° I 0 BUILDING f � � a WALL IS TO BE REMOVED* 1 � HEIGHT 35'm0" °� I I�---------------- /I- �; A " SCORED REINFORCED w I i � ::,__�_�-e;v,•R NOTE: PARKING ARE \ 0: - - -o _ _ _ - - -' - - / cn i, ►►-- I o TN FRONT OF HARRIS----_�___________ _ - + r CONCRETE 8 w Cr I I .-_---- -_`_-__TEETER SHALL NOT \ >------------- ------ L7 I MIN. TFITCKNESS z _ _ - # N -EXCEED 39; \ / 'e 34 YD. I - - _ W/ #4 BARS @ 10 o . c . o I Ix _ - _ _ - - - CuSLOPE \ I I ¢ -► MARATHON ROLL OFF COMPACTOR I _ _ _ - _ _ - - - I I - - _ \ � o COMPACTOR PPP - --------- - --- -I}--_-`__` ca z �� \ \ - _ DUMPSTER IS 22 -9'` � - - - - - - r 7 DUMPSTER ``.` \ \ cx } I n @ -3 6 i, MASONRY SCREEN $ »ONG AND 8 -0 WIDE. + 1� sP cEs @ g' E = 15 '_p" - \\ ', BIKE q" \ - _ _ _ _ _ _ _ _ _ _ _ MAXIMUM BUILDING HEIGHT 35 --0 BF B.F.F.FPROVIDE- A I;�} T>IicK I r / WALL WITH , RACK ® ` - _ - CONCRETE (3000 PSI) - , GATES (SEE SHEET A4) r rr � L3 0 _ _ - - - \ cs BIKES CONTINUE PAVEMENT f + Lg _- �_ 104 O �a w I u 1 24, _0„ � _ ` \ \ \ L3 ! TO CONCRETE WALK IC 6 -5 REINFORCE CONCRETE c _- � _� I ROOF DRAINS w � _ - - ' - � G- 61 • � \ � �� -� WITH #4 BARS @ 10" -J - ' I x ES-1 • CONCRETE - - - - a M. � o. _ GTIONS I r�M�NI��D I �m ,EC-1 . EI - Z -, in I 5 B _+ L of + 5 L3 - - - E GENERATOR` w . _ _ � - q -tL4, + �, + + I c BOTH DIR I _ WI WLT I .. d. .. M w ... = I_-- . L \ L4 g I 8 5 _ - - 3 0 = O _ ` _'r-" °'-.� I r R a PACE A = 25'-11 2/ _ _ S- -- CHA _g_-- - - -- - - " @ 2� _ __----- - (SEE D TAIL ` ► + = � ~ i ^ CG_6 - - - - \ I I , R - - - - - - - - _I - _ ,_, z o �y DRY PAN- \ I i I LOW EM ING A p - l_ 1 P Ill 2OI_�Lr I xl BELOW) �` n PRQPANE O ROOF ► �I -- t \ I I 5'R �_ N F_IIEL.•---E F�CIENl PARKING LACES ( ' a I®-•O I TANK .I DRAINS a• �'�`�' _10 c) I \ / I I - _- - .0 ---- GG-g_- _ ---`�� I ' 17 rn ♦ 5 ' R Cu I - N � /� / \ \ � � I (1 I 1 ",__ . _, 11'1 - o - 1 / I I - GREASES--1 H ) - ' '�/ ®a � , G 6 �ti 0� - - z I , .1, II - - - - - TRAP-------� 1 _ _ _ _ �\� ~ J - - ( ' _ I I - \ I \ ®®�: \ \ \ I �, I _ _ 2$ PACE @ g' A - 52' " � II 1 / \ _ -- - - \ PACE _ ---- CG-6 \ _ - ---------- -L3 + @ -0' A,=36i�°! / \\ \ MPORARY FENCE + 4 +L MAXIMUM H...... • L J '/ (IE CONSERVATION _ - \\ \\\ ��10\ �\� �NO HEFT SP1)-17 _ - - - ----- - -------r---600- ---- -- -- - - ` -60 - -- _ - ES 1 ` \ L9 - -____ _______-- ---- --I�� -�- ___ -. - - \ \ � \ ' � ® � _ - - - - - - � • �--- - EC-1 � • � EXTEND RETAINING WALL `\ 0 \ \ \ FENCE- + --_`F- _ - -- ,! - _____ - :._.._-- -':------------_____ �"M I —" . A MINIMUM OF42" ABOVE 640 \ \ 1, \ \ \1 ` / ^� - r - - -^ - ,. _ __ - - - - - - — -'---~ - —'-_.o _ _. � _ _ - -- - — - -- -. _ -- - - - _ s � .�. _ _� FINISHED GRADE \ \ NSTALL BL K --` - -------------- -- - _ \ SETBACK. L -� � - '- L - \ \ \� VT YL COATED 5 ' ------- _ _-__ _' _ _ - - - - ' - - . _ 4 \ \ \ � N - - 7 •�'-�_ L9 -, -_!^ _ ----GUARDRAIL-VDO-T-�=2 _- 5' SS1fT L7N`` -- _CHANNEL B -_ \ FF f — i------------ --_ \ '� \ Q TOf� \OF WALL • - ¢ �'ESm1 \ /' '==-� _ - _. _ _ _ _ _ - _ --- (�Ec DETAIL- $ LOCI) \ ' I NOTE. ON EROSION CONTROL: THE EXISTING STORAGE \ \ \ \ \ \ p/`b \ \ \ \\ \ \ ./ �' r �.r ,. _ _ a r -: - - - EG-1 �,;�:`- / - _ - - - - �4y - T _ _ - - �- -- - = �. - _``,,,.`\ i AfEA SURFACE TREATMENT BETWEEN THE NEW \ � ` - - '�— " UNNAMED WATERCOURSE � // � / '!- - _ - �'-- = - - RETAI ING WALL AND THE STREAIG 1�VILL BE REMOVED \ \\ `9 `\\ \ �� \� �' NEL A MIN.�35 -0 -� \ ___ —',. - -=-_ N , \ \ - _ REYATNTNG WALL - -- -� -� I - =--S -- _� : / ~ - _ D TWF< AREA BETWEEN THE STREAM AND RETAINING \ \ \ - -------- ------._..:. __ (SEE DETAIL BELOW) • . / ! 5 �\ ` \ \ \ \ �.>,. \ ' -----• --_____-_ ---- _. _ _ - - __-___ ---- , REAM - " �'\\ \ , �� ' ' ' F 9a `\ I,WALL WILL BE RESTORED TO A NATURAL CONDITION, �\ - - \ \ �! \ \ \ \ UNDISTURBED B FFER _ ` - �- �- _ _ ___;�`•\ 1 `1 i TH TI A GREATEST EXTENT PRACTICABLE WATER AND TO \ \ `\ \ \ 1 `\� \ ;\ 20' PARKING SETBACK G - l _ -- - - - \ \ �- /- / -� ' \ OF COUNTY WATER RESOUR THE SATI<SFAC�ION TY S __ ---- - `•-' ' \ �, / �---__ 20 p ' \� \ \ \ \ ' . ` \ \ �l?ERSONNEL. \ \ \ \ \ \ 9B \` \ \ \ \ ___ /___ _ _ ____ _A. A w _ r - -/�� \ \ N / -- fitrK & UNDISTUR \�\ - \ I \ \ RIP RAP CHANNEL PeTAIL5 ' `1>9 \ \\ \ l _ - -___-- _ - -- - - ----� *... J `�-_�. z-� J T \ - 6Ep BUFF,Fq ` `� ` \ , _ 1 '� \ \ \ \ \ \ _____ "I — _\ `\ \\ `\ \`` �, \\ '' `` ,i _• .--- - _ _ ... .t_ - - - - -- - -- . � = --' * -=•_ ---- --�" '� 267.51,_ _ -_,_• ""-Mw / - .."* � L�-. )n' EXISTING 20'-0"_DRAIN-AGE €A-SEMENT - `_ � \ _ �- _ - _ \\ \\\ \\\ r�.IdtrttJ! a \ \ \ \ \ \ \ \ ` \ �/ / /' /�! �- _ -" - _ -- - — - f rrrm.w�' s aK d.i+"r ` _ S � 60 \�O �Q �-^ +�.�ra"� \ „ L/ _DB 1582 PP-86-'87 PLAT \ \ \ \ -� ' 1 = �._ �, ; - \ \\ \ \ \ \ \:\ V170! GLhOd l R1FiVP I - _ \ \ \ \ \ \ � \ \ \r ...r..�. . �- - ..".n.r� - L w..r�.r.+' - -' \ \ �`_ \ \ � - \ \ \ ' / r ""°'�•... +w wi ---� , r \ \ \ \ \ ```"`_.. I \ \ \ \ \ \ \ \ \ \ \ \ \ \ r \ 11 -- ' \ \`,\ \ \ \ If �, \ t " -'� TH RI RESERVBIR —=__ N Cj C b, c Aa \ T \ \ \ _ ` pTRECTtO OF OW \ / _ - _ _ �('---.�,.j, \ I \ \ \ \ \ \ \ - \ \ \ \ \ \ \ \ � - \ \11 OUARD RAC I (_-VOOT GI2-2 - � / - - -- F _ T _ 82 �6 14" W 245. 3' t ~ .. "'� ` •. I\\\ 1 , \I\ \\ \ \ \ \ \\ \ V-O 2'-0' 9'-O \\\\ . - - - _ - _ _ _ _ - " - rff� =�ETA I Lo -/ 1-51I \ � 1 \ \ \ \\ \ \ �1 F' 5/81I � I I-O II = ' � , _ 1 - � � \ \ `\ \ \ \ \ \ k. \ \ \ �-W-BEAM �' .._. � \ I \ \ \ \ - -" ` \\ \ 6 x8 xl2 PINE BLOCK NI. .. - _ \ \ ` \ \ ` ` \ vc+or ups I I.ir�,vr \ ` \ _ _ _- - - - - - _ _ - ~_ \ \ \ \ \ \ \ \ \ \ � \ 6X£� INOOI7 P05T, 61-0° MIN, nl _ \ \ \ \ `\ ` \ \ \ ` \ \ \ \ \ ��> l �rI - \\ \\ \\ \\ \ GCS-6 CURB GUTTER N - - - 1 `` \\ \\ \\ \ \` \\\ \\ \\ \\ ' illk\ \ \ \1. _ _ \ \ \ \ \ \ \ \ \ \ \\, \ \ 11 \ \ \ \ \ \ \ \ \ \ ' r Imo- i . ' ..• "' ' ° 2^.'+C.L;,�?'•J,� I I I ( / / - Q •_ \ \ \ \ \ , \ \ \ \ \ ` \ 1-1\ 'I'.._--.. �- I I 11 0 \ \ \ \\ \ \ \ \ \ — _ — 1�1/ \� 1\ \--����\;11� �1\ I I I I _ _ _ — - \ \ \ \ \ � \ \ \ \ `\ \ \ , \ \ \ 1�Q \ ` \ \ \ \\ — _ 11%i1�'?��1ii%11�;,i 1\1%�11. i i I I _ _ _ _ `\ .\ \ \ ` �_ SHANK oGRA. ARCHITECTS 510 EAST MAIN STREET CHARLOTTESVILLE VIRGINIA 22902 (434) 295- 0131 (434) 295 0338 Fax ALBEMARLE COUNTY VIRGiNiA revisions 21 OOT 2005 la NOV 2005 a JAN 200a 6 1 j5 JAN 20 20 ¢^•� 1 ®O� � 2 5 MAR 200a 2 P a o MA A R a 23 P t200 commission 00015 date 5 5EPT 141a6 revisions . 15 N.O\/ 10116 • 4I?E0Ia16 • 10 DEC, Iaa6 • 6 PEB laC!-i • 15 APR 2002 • 1-1 PE5 2005 ' 6 MAR 2005 ' 15 APR 2005 * 5 JUL. 2005 . -7 A�U6 �2005 ' -)5 CEO 2005 8 JAN 2004 I a JAN 2004 5 1=E5 2004 20 I*EB 2004 11 JULY 200'1 2 NOS/ 200"1 50 .JAN 2005 5 MAR 2005 10 MAR 2005 I a MAR 200a 14 APR 2005 S IT' E P L-^N SHEET 3 OF 6 (C*l II -Da 1 6" G:\BLU �RIDGE\MASTERgR-site-HT-BBT.DWG .... ................. ... _............ S LUNIINAIRE SCHEDULE Symbol Qty Label Arrangement Lumens: LLF Description - 13 A SINGLE 20500 1.000 CT2H-FT-250-MH-F-�MT-BLK -- 8 AHSS SINGLE 20500 1.000 CT2H-FT-250-MH-F-rBLK-HS 11 B D 180 20500 1.000 CT2H-3-250-MH-F-MT-BLK -- 4 ICW ISINGLE 120500 1.000 CT2H-FT-25O-MH-F-MT-BLK --E] 2 D D 18Q 20500 1. 000 CT2H-FT-250-MH-F-MT-BLK NUMERIC SUMMARY Label CalcType Unit Avg Max Min Avg/Min Max/Min 184.00 A Illuminance Fc 3.76 1 16.8 0.2 1 18.80 A_1 Illuminance Fc 10..36 3.3 0.0 N.A. N.A. ALL VALUES SHOWN ARE THE HORIZONTAL MAXIMUM FOOTCANDLES AT GRADE FIXTURE DISTRIBUTION TEMPLATES ARE SHOWN AT 0.5MFC FOR REFERENCE ONLY VALUES DO NOT INCLUDE SUPPLEMENTAL LIGHT FROM STORE LIGHTING X INDICATES FIXTURES WITH GLARE SHIELD - MODEL: SMRGS -� MAINTAINED FOOTCANDLES ARE 80% OF MAXIMUM LEVELS (MAXIMUM LEVELS SHOWN). ---- ---A ► FIXTURES SHOWN AT 20 FEET ABOVE FTNISIH D GRADES ALL FIXTURES aM--ffE--F-ULL--C- F LUMINAIRES " .� ALL POLES AND FIXTURES TO BE BLACK. THE WALL MOUNTED FIXTURES ARE THE SAME AS THE POLE MOUNTED FIXTURES. EXTERIOR LIGHTING ALL OUTDOOR LIGHTS EMITTING 3000 LUMENS OR MORE SHALL BE A FULL CUT OFF LUMINARIES ARRANGER OR SHIELDED TO REFLECT LIGHT AWAY FROM AmJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. SPILL OVER OF LIGHTING FROM OUTDOOR LUMINARIES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOD CANDLE, THESE VALUES INDICATE INTITIAL_ F-❑❑TCANDLE LEVELS EXPECTED AT INSTALLATION SEE SHEET La I -A rOR L WY11 NATI CAN IN THIS AREA 1 YAW MR � nm mm an ft, mm a. per na ass 1 V 0 , J. 0 �° �' '®� °�y... „�a..t7 m� �a an gora ewa ea 1 AHSS � -�--- ---� ----_a AHSS 0 2- AHSS 1-..� 1 ,��. .� �..�. .�.8.. 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ A H S � ❑ � ❑ ❑ AHSS � 0.1 � , Oil O °--� -�--- ���-- �, L6 4,0 9, 10,1 4,4 1, 2 1,8 5,6 11,3 8,3 2,9 8 2,6 7,6 11.5 6.3 2, 6 AHSS 0.2 1 1 AHSS 0 i 1 1 ❑ a ❑ ❑ ❑ ❑ El ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1 ❑ ❑ ❑ ❑ ❑ ❑ _-A ❑ ❑ ❑ ❑ ❑ A S 16 1,9 3�3 5, 5,2 3,0 1, ,1 1.4 315 5,6 4,6 2,2 1, 2.1 5.0 6,6 4,4 1.9 1, 1,0 1,0 ,3 ,1 1,1 1, 1 2,0 4, 1 ,1 9,1 7 1A 3.2 8,5 10., 1, 2 ,0 ,2 1017 7.4 2,4 1,3 1, 4,J/ �j 6, , 1 ❑ ❑ Cl ❑ ❑ ❑ I ❑ ❑ ❑ 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ o ❑ ❑ 0� 4,6 3,6 4,5 4, 3,7 2,4 2, -I,0 1 3 2, 2,9 1 2,3 3,6 5.1 4,5 2,5 1,3 1,2 2.2 4.3 4,8 3,0 1, ,1 1.6 4.0 6,2 4.6 2,0 1,1 1. 3,5 8 3 ,0 5 1,8 5.1 8, 6, 1 A 1 1� u ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ El ❑ ❑ ❑ ❑ ❑ ❑ Cl El ❑ ❑ ❑ ❑ ❑ o ❑ 1 9,0 5,0 4,1 3 3 3A 2,7 2, 5 ,4 4, 1 1 8, 5.0 ,9 4,0 3,8 3,3 ,4 1A 1,3 2.0 2,723 2,3 1,4 111 1.5 2.7 3,3 2,8 L7 1.2 1 ^ 14 .1,4 1, 3,2 4,2 3.3 1,5 D 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ o ❑ ❑ ❑ ❑ 1 D ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ° o ❑ o Q I ,8 4.5 3.5 24 „ „ 2,5 2.8 5,5 , 3 5�5 1 17. 7,8 4.9 3,9 3, 7 2.2 1, 1.1 1,6 1,7 1,8 1,6 1. 0 1,4 1.9 2,1 2,0 6 1, 1,3 2.0 2,3 2.3 2,0 1,3 1.6 2.3 5 2,2 1.5 0, 1 ❑UTPARCEL D 1 ' 1 ❑ o ❑ El❑ ❑ ❑ ❑ ❑ 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1 ❑ ❑ ❑ ❑ ❑ cl❑ a 3.1 2,4 2,5 17 1 4,7 3,7 3.7 6 4,3 7, 1,3 4,9 5 0 91 13.4 6,9 4,6 3,7 2, 6 2,5 17 0.9 0,9 1 1 111 1, 01 8 ,0 1.2 1,3 1.2 110 1, 13 4 ❑ A 1,3 1.0 1.1 L3 1 1❑ , 0.9 0, 1 � 1 °°1,1 1,1 ❑ ❑ ❑ ❑ ❑ ElEl1 ❑ ❑ ❑ ❑ ❑ El❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ o o a a 1 5 3.9 ,2 2,3, 4.2 34 61 3, 3,5 3,9 4, 0,7 0,7 0,7 0, 0,7 7 8 0,8 0,7 07 0, 0 0,6 0, 1,1 9 ,3 1 t ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1 0.8 0, ,7 7 0,8 1.0 1.3 L5 1A 1.1 0,9 ,7 0.7 3,2 7,4 8,3 4, 3,5 ° 14 °2,2 1, 1.7 °1, °2,0� °2,6 °3,5 4, 7. 10,3 4.3 ° Qll 1 ❑ a ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ° ° ° ° ° °1,5 L5 °1,3 1°1,6 1,7 8 °2,2 °3, °4 3 5 °9,3 °3 7 �0 7 °0 8 1 0.8 ,7 0.8 1.0 1.4 2.0 2,3 2A 118 1,2 0, 7 L8 318 3,8 2.7 7 9 L7 5 1,5 1,5 1, : 1 1 ❑ I1 ❑ ❑ ❑ a o ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ III<) ❑ ❑ ❑❑ ❑ o ❑ ❑ 1.2 1,2 0'9 1,2 1.9 4.1 5,0 4,7 2,8 1,6 0. 7 1.3 1.7 1,6 1.5 1.7 16 1, 1, L6 1,8 2,0 1,7 1 1 1.2 1,21.1 1 9 3,6 �2,8 °2A ,2 1.0 °1.1 °2. °5 5 ° 7 ° 1.6 0, °0, 1, °1,6 °1,6 °1.7 °2'0 ° ,7 °2, 1 ° ° ° °° 2A 2 : °3,0 ° 6 1.9 °1.9 °2.0 °1,7 °1, ° , ❑ °4 ° 1 ,1 ° ❑ ❑ ❑ ❑1 ,3❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑� ❑ ❑ ❑ ❑ ❑ ❑ o ❑ ❑ ❑�, o ❑ p 1 A 7 6.8 4,0 2,5 A \ , 2A 1, 1, 1,4 119 2, 4 3.3 3.1 2.8 0 4,8 8,9 9,5 9.5 910 18 3,0 5 2,720 1, Li 1 52 ,2 �.5 1 ❑ Q ❑ ❑ �ia o ❑ B ❑ �� ❑ ❑ ❑ E]3,3 1]6.7 ❑ 1 3,1 B 1❑ ❑ ❑ 04,7 ° 8,9 6.0 3,7 2A ,4 1.1 1,. 2,5 6 2,1 2.3 1, 1, 1, 3,3 61 1 8.2 6�2 3,7 3, 5, _ 6 4,5 3.7 2.2 � 1 ❑ © ❑ ❑1 ❑ o ❑ ° °1,7 1, ❑ ❑ ❑ B ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ a ❑ o 1 3,6 2,7 2,3 2.0 3,5 8.5 1 14.2 10.4 6, 3, 3, 5, 73 ,2 2 7.4 5A 3.7 2 7, 1 11 10.2 5.9 2,6 4 1 B 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ El ❑ ❑ ❑ ❑ 1,1 1.0 1,0 1.0 0,9 1.0 L5 2,2 4.6 5.6 5,6 4,3 2.8 1, 1,6 1,9 3.3 7,3 8,51 .9 7,8 86, . 3,5 3.2 3.2 3,6 3,7 3,6 3,7 3, 3, ,2 7.7 11, ,9 9,9 6.0 2,6 1, 1,3 .2 1 ❑ . 1 ❑ o ❑ ❑ ❑ ❑ ❑ ❑ ° ° ° 6 ° ° ° 10 3 °3,4 °3 2 °2,9 ° 0 °3,0 °2,4 °2,8 °2,7 °2,7 ° 1 °3,1 .7 °4,8 °5,0 °4,6 °4,9 °3,9 °2, a ° ,6 0.6 0,9 .9 1.3 2.0 3.6 5.1 5,5 4.5 2.5 7 1A 1, 2.0 2,9 3.01 3 12 12 1 ,0 0 7 1 ° 018 0, °01 1, ° ,9 5,7 2,1 °14 1, ❑ ❑ ❑ 1❑ ► ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ , 1 1,1 1A IA 1, 1, 1.7 5 8 5 2,6 2.2 4 L8 13 L 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1❑ ❑ ❑ ❑ ❑ ❑ 0 1,2 111 12A 6,2 2, 1 1 14 ❑ ° ❑ ❑ ° °1.0 °1,0 ° °5,4 �3,5 ,4 ,8 3 3,1 6,0 8,9 7 9 8, 7 7 9 6 2.2 1,7 1, f 1, , A ,1 ° °2,7 °L8 ° 0, 1, 1A ,9 5 3,2 °6.4 °1.0, 10,7 89 0 ° 8 4 2 0,1 ° 9 �4,4 7 e - Q ❑ ❑ ❑ ❑ El❑ ❑ a ❑ ❑ ❑ ❑ ❑ El❑ ❑ ❑ 0 2,4 I A 10,8 5,5 3,7 2,1 1.2 1,1 1 15 ,8 12 2A 3,1 5,8 8,0 7, 7.8 7,2 9 6 1 0'9 0'9 0,9 BUILDING „A„ 1,1 1.1 3,2 ,8 5, 3,6 , 9,2 5,0 °3.4 °2.0 °2.2 °2A °2.9 °2,6 °2,9 ° S 2,6 ° 8 °3.2 °3.4 °3,7 °3, El° ° ° ° El d o ❑ 4 3,5 3,0 7 4 2,3 2,0 0 1,6 1,7 1 15 15 3,2 4 24 1.9 1,5 ,1 °3,5 °2�3 °2,3 °L6 °5,3 °6.8 °5.9 °6.8 °6.8 ° °2,9 3,0 °3,0 °2,5 °2,9 °2.6 °2.8 3.1 °2,9 3A °4,0 °4,0 °3,9 °4,0 °3, °1, El ,2 °5. 03.9 °16 C W -©. ,7 l °L1 °0.9 01.0 00,8 06.4 El 9. ,60 0,4 ,1 0 3 ° ❑ °'1 °1 ❑ 1 ❑ 7 03 33 14.1 ° °10, ° 0,0 09,9 05. ° 4 0,7 05,9 033 .2 °1 3 ❑ J ❑ ❑ ❑ \❑ z 0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ �3 ❑ ❑ ❑ ❑ 0 0 ❑ to 0 6 0 6 0,8 &0 9, 0,0 7.7 4, : 3,2 3,9 7, 9, 7 8 2 2 411 3,5 8 9,8 5, 5 4,8 3,3 2,8 1, 1,0 Q El❑ BUILDING „C„ ❑ ❑ ❑ ❑ ❑ ❑ - ❑ ❑ ❑ ❑ ❑ ❑ ❑ Q 3 0,7 .8 0,6 2,7 3, \C 3,7 3, : 3,3 3,8 7, 10,4 1 8 10,4 7 4,0 3 0 5,5 4, 2 1.5 1,1 8 ❑ ❑ Q ❑ ❑ ❑ ❑ ❑ ❑ ❑ El❑ ❑ .L11 1.2 0. L6 1,59 ,3 5 �,7 6 '6, ❑ ❑ ❑ 6,6 6, ,0 7 3.7 2,8 ,7 2, 6 2,1 2, 1, : 0, ,5 ,1 ❑ ❑ o ❑ '1, ❑ ❑ ❑ ❑1,0 [10 o 4-5 C, .9 215 1, 1,1 T1 1A 4 1,7 ,1 4 �.7 43,2 43,2 � ,5 3,2 3,3 2,5 2.2 L7 1, 110 1,1 0,8 0,6 ❑ ❑ ra ❑ ❑ ❑ '2, ❑ ❑ ❑ ❑ ❑ ❑ °1,9 ° ,0 1,3 0,8 A 8 3,2 1, 1,5 1,5 1,8 L6 �A 4 7 �,4 �,3 �,5 2,2 2,6 2,7 2, 2,2 1,6 1,5 1,4 1,2 1, 2,5 2 91 3 3,0 ,8 ° ° ° 2.6 °2, °2, ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ o �fl�NNM 1 2 2,6 2,3 1,9 1, 7,9 4�3 3,1 1.8 0,9 �a ❑ ❑ a ❑ ❑ o ❑ ❑ ❑ ❑ ❑ ❑ ❑ CW ❑ ❑ d o ❑ 0�3 5.2 �, 8 9 61 4 �3, 4, 6, 6, 6,2 6.5 5,0 3.2 3, 4, 51 ,2 5,2 3,8 2, 11_. 5.5 3.7 2,0 1_,0 12, %.5 10, ° 10,1 12,3 13,5 10,4 5,7 B 2�3°9,5 ° ° .8 °6.7 °4.2 °3,3 ❑1.8 °0,9 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑,2 1,5 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ° ° ° 2A El1°°°2,6 0 °3,°2,7 1 8 0 1 37 40 3.2 22❑ °° °❑°_ �1 °09 0,9 L7 22A 2.1 L7 1.9 3 6,7 7.5 6.9 8,0 5.9 3A 3,1 4.5 9,0 10,2 9.7 9,7 5,3 3,3 3, 4.9 9,5 1.210,0 9. 4A 2.6 3,9 3, .0 0, 8 0.9 2.7 31-7 3,6 2,7 11 1.6 1.7 19 2,7 2,7 3.0 2.9 2.7 11 2.4 2,5 3,0 3,8 3.8 3,8 3,9 3, 2,6 2,6 3.3 4,1 410 3.9 38 2.9 2.2 21 3.8 5.5 4,5 2.0 10 0,6 .8 1.3 3.3 415 317 L7 1,0 0.9 1.1 8 4.4 El 4,4 3,1 116 1.0 ,6 0.2 Q _ ❑ ❑I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑11,3 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ' ,1 2.9 5.4 �5.1 °2, �1, °1, 1,3 .1 11 1.3 1,2 1,5 .6 1, 1.7 1.8 ,8 1.6 1.8 L7 1, L 1, 2,7 1, 0.6 Q,8 1 7 5 4 0915 6.5 21 0,9 0,7- 11 33 6 8 9 3,4 1 3 7 103 ❑ ❑ ❑ ❑ ❑ ❑ ❑ o ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ o q 1, 8 8 8 0,9 1, 1.1 1, 0, 8 1, 0, � Q,1 0,0 U`U ILLUMINATION 5 0, 1 7E FLmAN ro,0 1 11 I -oil 20 b\.O -,�--- 0 , 0 0, 0 0, 0 010 .�. -�-- ®, 0 0, 0 0, 0 -.�,.. .0 010 0.0 ,0 SHANK 16a GRAY ARCHITECTS 510 EAST MAIN STREET CHARLOTTESVILLE VIRGINIA 22902 (434) 295.0181 (434) 295 0338 Fax ALBEMARLE COUNTY VIRGINIA commission OOO 15 date 5 5EFT I cf cf 6 revisions ° 15 NO\/ 1g016 • 4 DEG Icia6 ' 10 PEO Iag6 ° 6 FEf3 1, '17 ° 15 AFR 2002 ° 17 FE5 2005 ° 6 MAR 2005 ° 15 APR 2005 ° 5 JUL 2005 ' 7 AU& 2005 • 25 DEC 2005 2 NOV 200-1 II JUN 2008 50 JAN 200q 20 FE5 200Q 5 MAP, 200e-I ILLUMINATION PLAN SHEET 4 CAE 6 oJ-J cA -!J. 6 G:IBluaridgeU�asle�HzrrisTeeier181ue Ritlge Shopping-Li-01-0O,DWG t'. �r I NOTES: � Q� 1. LLF=1.0 00 2. ALL POLES T'O:BE LSI# 4S1).B0-S11 G-20'-X-13LK-4BC, w .3'. ALL LIGHTS SHALL BE`FULL CUTOFF: 4. SEE,LIGHTiNG CUT SHEETS ON .SHEETS G6 A -C10.. . . ,�:,�J, 8 11 CI s i....a. ._� SS i \ s SS SS- - .SS SS. SS ss S STUB w VJV W W - wv i_ 0D - -- 11 TING EDGE OF PAVEMENT __-_''� I. STING EDGE OF PAVEMENT U. S ROUTE 215.0 -- - - - ROCKFISH CAP TURNPIKE (VARIABLE WIDTH RIGHT OF -'WAY) +0.1 + + + .3 +0.2 +q.2 +0.1 +0.1 a q.1 .1� +0. 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Thy apticA.etianiber / cageshall accommodate a glass borosilicaterefrdctor, The f 1 ' enclasure shall' be formed by four lenses niecharrically fastened' aiid se4led for . ' , '' " . ' • • ' wenthertight operation.Goecagepanelisreinovableforeusyservice. . , ' ' ; .. ..: • The electrieralchalmberffittershal)beacastaluminuin,decoiativetitterdesigned , • ... -� • to accommodate the ballast assembly and shall mount to n boat top oc bracket by : ; „ tncatls of a 3" I.D. slip fitter hull and secured by four or crght stainless steel set -_ .. •' : ' i : = 1 screwl. , , , TLeelectriCalzassembtyehdlIbeahighpower!'ax Wrba]last,desigrtedtooperatean . '.;'' . -' t : Hir) latnp (by athers) up to 250 iv.im- and shall he.iittegeil y.lnouateti to a' ' ' - _ _ . removably alumiuuni troy- with not-forrous-br4&ets atid.fastGncrs. The lamp _ 1 : .,_ . ' • hulder Shalt be irnliact resistant, porcelain• glazed and pulse• rated 6t)OV-4KV for . • _ • • .. mediumatidmugulbasedlamps. . ' : , . ! : PROJECT NO. 20085025 The lumiriaireshali bellL,1✓TL or CSA listed and suitable for wet locations, • G.L. NO. 175-03;D2.4 . , , Ditneraaions. Part. Number Width Height E.P:A, • • ' ' FILENO. ...II•:: ...:: ,...:. :: At,12622 1S" 24" 1.3t1 .. AL12630 ' 16' 33" 3.30 DATI�: 9/12/Q8 . DRAWN BY: JCT CHECKED BY: WSII 13EACON PRODUCTS INC - 650319TH STREET EAST • SARASOTA, Ff. 3424.1 • PH 941-755-6694 • FAX 941-751-5535 S1VC!F1CAMN5St:1HW1 f4U1A`i(X WIr1kMT hY)IIf.F f}7• - v! -�< . A�L . . WIWAMA S. HORTON `�d Lic.No. 22820 0.•A . /-? 3-oQ , . 6 - . e:%, 20 10 0 20 40 GRAPHIC SCALE IN FEET 1 "=20' 4 •1 07 09 ARB 'CM�if.ENTS. J 11. 21 08 ARB.' COMMEN:l. . 2 10128108. ARB. COMMENTS -. 1 10 .18 08> MAJOR SITE •PLAN. AMEND: COMMENT. - ALL ,.,- nit nnnn n. 4 ,4 ->... \ \ c-,.,. -k,-n,)\non\ I , -,If-),,;O -i,% rrnnRr,n,)r.\ ,�i,,,-\ 1 1 SHEET N.0. a� !! TCC6. 4 _ (' ,I,,,- , c SHANK & GRAY ARCHITECTS 510 EAST MAIN STREET CHARLOTTESVILLE VIRGINIA 22902 (434) 295 ,0131 (434) 295 0338 Fax commission 00015 date 5 MAR �005 revisions . . . . BANK LIGHTING PLAN SHEET OF 6 i A -6 = G Iblueri�e'flasterTwkTeete'tB ue Ndge Npp ng-11-01-0.D'NG SHANK & GRAY LUMINAIRE SCHEDULE Symbol oty Label Arrangement Lumens LLF Description 13 A SINGLE 20500 1,000 CT2H-FT-250-MH-F-MT-I3LK 8 AHSS SINGLE 210500 1,000 CT2H-FT-250-MH-F-BLK-HS S 11 B on D180 20500 1,000 CT2.H-3-250-MH-F-MT-BLK 4 Cw SINGLE 20500 1,000 CT2H-FT-250-MH-F-MT-BLK 2 ID D180 20500 1.000 CT2H-FT-250-MH-F-MT-BLK c ,rfpat o �io(fttflo f0f(WOM 14to olfoleclad W U31411,atorttko. 6,404'JI.- A 4. 0 LUMINAll ETVA, tfMAkafltoti A ziz q a�a Tovn 1.6 1.312t 'ho 0.6 4A 17. 0 f0l WOREWWWWL 10110jold and 10 prwoce. a housirig -shnothand emsur'410 owatAw-, '4111 with w0dq; sptv'Ap- pomd, do, R-uff), iol amdawarxems 0) no Iowa hardw, aw WNWCANSKET i sarfle terrf pawl I (4,13 )No f8f,wi (cl, 11 G001 030 and a cortovedi, r1geo.1101 per 11� I 05 k"s (CM we gras4dirt g, "Tile tgm"q-, ff.w.no. fes.Wfes a ono- p1a0aw mjus gaskwa, for Mwaurn w-A to the hou. 'fn -ke ff 3 - Porw4 p. . gut�ba-sf qLs,. o AR owdots ave puk-e-a T L100,1 90 I C .3 a p4,14wk48*.,w, Metal Halide, PufumStol, M"W41 H Rv . doad Urvid taPe', Gwntuim will t'10411do, h! �falkfg- at fligh Prwstomw SodiwriCteuf tamp is, s"'uppilled as slaWw" mah-pnof faawr bollut f NkdaiN!awWW Ida, arid weftai.idabow NJ h Pretsgtr All 40 and 'ISO le , t HP5,11 rpa A xIL . N*mMRIPI., bagast AM tWja arfl Foo *01 to If* 11_00c • rroW! ofulo WILL 181tRIOU1.1,1014 p E91M FWal jm�tifb­ 4001114-d F01101 s wSpleffis "i lbulkmt w a 'we -A and dtW it r ab a Arif . a . Wall A (A)f for fficrif w f, i Pole opadfig., Poritrad ff I)o Nwd F0.nwam Psdfrulaer Vp,�. for plot, ote, N, fiaq, OM ONf0miestr ity Ight ao-J orwILwo a It howp) bu 1k, Moo f.", po t off, , aa, d 1`ype V (5-).. for or, v , v d' labiftfori wwwt A wsycamblk-mj fs moft,the., j ARM,, K 011 AM 311,164 fiTug,0 i OW V fat! Foriv 1 hr* C 114fifun ofty, pholorl aift data Lit tested in ORACKM - fir; Pmfz'" x 5- M" x V adiv'ro'low-mr, bi Ift-on bra u%wt 6a -sill ppid on( f wtd Mb A 9­ 54,`MMV'x IV' a-1441mim -10,11­on bt-adot ho ShIpped, to 1h �a, facp 0421100 (Cr(,L A 61' hrarch.M ava blAtr M and.101M .1 On 09b. ood, VIVIP toorkI pf,6 I) latea (APP-2) to: tra s quitted Wr unwah)raw Pula$ (Sea 0 k Am,( gy Q'iderhif! t"Afba"adtoll of MINSK'S - ea, 1h fixbiro, Is fini h 0*11 1 1211"t0u, d(Pp*ogor, coaf. Addfttlt oreckfng or 1.,wW_oq,;awd ts guarcwteod. for ova full yv, 111kah0and 10a kidw a brolls, bf4k plo% Wt., vow.o., grow! n10311 PH0,1614E.1 Hit Is pi e, Clow wkk oa "web, sh"o 0. MUM "tbowld -g j NI J, 4 Molt PIAUI 40 p tM11, 400 h., U 04, W, 1watil Moo PS1401- lif 31 11 11111% "a 520 QAH-( �IK4 3 "1 _R10 NO, p3inw-l" **%vd, 6iI Wfk "M Oft q .00 FT A M0 flpl:­000% 10.&a him, 0 A A -wim, Wr it- 760 ftNWH ftow MU.9d 44 M - Up I , it; 11%,14 thwIt $- 'nwn falw4w.fs, m®r twit-wwwo-a no, ful lowwa And 101 WNW V - Ahmmapt V*W .4, A �00 d- ho 110a 4400 ofltir tail's Of Uu-100ft.a thaw P A ptp - pladqw nw, RVA, M141006-ft c: Waff :Rummalk 0-y U 'S 10 W11 1011,� 4 Utwa V VOLTS snd UQUI OVUM ftd woraw" ��fpf, mttvus � tw�pu. TTIM)w 40, 4AIRkimsy ARCHITECTS 510 EAST MAIN STREET CHARLOTTESVILLE VIRGINIA 22902 (434) 295.0131 (434) 295 0338 Fax ALBEMARLE COUNTY V1 R C3; I N 1A commission 00015 date 5 SEPT lcici(b revisions 15 NOV 1116 • 4 DEC ICIC16 • 10 r1>EC 1116 • (b FE-5 Ic1cf-7 15 APR 2002 20 1=EE3 2001fi • 5 MAR 200CI LIGHT FIXTURES SHEET 6 OF 6 =—..4 CA Z:�